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HomeMy WebLinkAboutBP 35173 126 College Ave CDs 2016033-00-0000-ALL SPECS [71]-20200617.pdf STREAM Collaborative architecture + landscape architecture dpc 108 W. State Street, 2nd Floor Ithaca, NY 14850 SPECIFICATIONS 126 College Ave. Location 126 College Ave., Ithaca, NY 14850 Owner VISUM DEVELOPMENT Design Team Architect: STREAM Collaborative Architecture + Landscape Architecture, DPC MEP Engineer: Taitem Engineering, PC Structural Engineer: Taitem Engineering, PC STREAM Project No. 2016 033 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. (PRINTED 6.17.2020) TABLE OF CONTENTS STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-00-0000-TABLE OF CONTENTS.DOCX (PRINTED 6.17.2020) 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 NOT USED DIVISION 03 - CONCRETE 03 1119 INSULATING CONCRETE FORMING (ICFs) 03 3000 CAST-IN-PLACE CONCRETE SEE DRAWINGS 03 5416 HYDRAULIC CEMENT UNDERLAYMENT DIVISION 04 – MASONRY NOT USED DIVISION 05 - METALS 05 5000 METAL FABRICATIONS 05 5133 METAL LADDERS 05 5213 PIPE AND TUBE RAILINGS DIVISION 06 – WOOD, PLASTICS AND COMPOSITES 06 1000 ROUGH CARPENTRY 06 1533 WOOD DECKING 06 1600 SHEATHING 06 17 00 SHOP-FABRICATED STRUCTURAL WOOD SEE DRAWINGS 06 2000 FINISH CARPENTRY 06 4300 WOOD STAIRS AND RAILINGS 06 6500 EXTERIOR SYNTHETIC TRIM (PRINTED 6.17.2020) TABLE OF CONTENTS STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-00-0000-TABLE OF CONTENTS.DOCX (PRINTED 6.17.2020) DIVISION 07 – THERMAL AND MOISTURE PROTECTION 07 1326 SELF-ADHERED SHEET WATERPROOFING 07 2100 THERMAL INSULATION 07 2400 EXTERIOR INSULATING FINISH SYSTEMS (E.I.F.S.) AND TRIM 07 4600 SIDING AND TRIM 07 5323 EPDM ROOFING 07 6200 SHEET METAL FLASHING AND TRIM 07 7100 ROOF SPECIALTIES 07 7200 ROOF ACCESSORIES 07 8413 PENETRATION FIRESTOPPING 07 9200 JOINT SEALANTS DIVISION 08 – OPENINGS 08 1100 HOLLOW METAL DOORS AND FRAMES 08 1600 PRE-HUNG INTERIOR DOORS 08 1700 FRP DOORS 08 3100 ACCESS DOORS AND FRAMES 08 5313 WINDOWS 08 7100 DOOR HARDWARE 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 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 *** END OF TABLE OF CONTENTS *** (PRINTED 6.17.2020) GENERAL CONSIDERATIONS STREAM Collaborative Page 1 of 4 U:\2016033 - 126 College Ave - Visum\07.0 SPECIFICATIONS\2016033-01-0000-GENE RAL CONSIDERATIONS.docx (PRINTED ) GENERAL CONSIDERATIONS 01 0000 1.1 SUMMARY OF WORK A. The project consists of a new 4-story plus basement apartment building, to be constructed by a single prime Contractor selected by Owner. 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. (PRINTED 6.17.2020) GENERAL CONSIDERATIONS STREAM Collaborative Page 2 of 4 U:\2016033 - 126 College Ave - Visum\07.0 SPECIFICATIONS\2016033-01-0000-GENERAL CONSIDERATIONS.docx (PRINTED ) 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: (PRINTED 6.17.2020) GENERAL CONSIDERATIONS STREAM Collaborative Page 3 of 4 U:\2016033 - 126 College Ave - Visum\07.0 SPECIFICATIONS\2016033-01-0000-GENERAL CONSIDERATIONS.docx (PRINTED ) 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 Subsubcontractors; 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. (PRINTED 6.17.2020) GENERAL CONSIDERATIONS STREAM Collaborative Page 4 of 4 U:\2016033 - 126 College Ave - Visum\07.0 SPECIFICATIONS\2016033-01-0000-GENERAL CONSIDERATIONS.docx (PRINTED ) 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*** (PRINTED 6.17.2020) ALLOWANCES, UNIT PRICES & ALTERNATES STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-01-2000-ALLOWANCES, UNIT PRICES AND ALTERNATES.DOCX (PRINTED 4.14.2020) 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. Resilient tile flooring (see Section 09 6519) 2. Toilet, bath and laundry accessories (see Section 10 2800) 3. Residential appliances (see Section 11 3100) 4. Residential casework (see Section 12 3200) 5. Door hardware (Coordinate with Owner) 6. Closet rods and shelving (Coordinate with Owner) 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 and hydraulic cement underlayment system over concrete slabs, per SF of area (see Section 03 5416) 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*** (PRINTED 6.17.2020) PRODUCT REQUIREMENTS & SUBSTITUTIONS STREAM Collaborative Page 1 of 1 U:\2016033 - 126 College Ave - Visum\07.0 SPECIFICATIONS\2016033-01-2500-PRODUCT REQUIREMENTS AND SUBSTITUTIONS.docx (PRINTED 4.14.2020) 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*** (PRINTED 6.17.2020) SUBMITTAL PROCEDURES STREAM Collaborative Page 1 of 2 U:\2016033 - 126 College Ave - Visum\07.0 SPECIFICATIONS\2016033-01-3300-SUBMITTAL PROCEDURES.docx (PRINTED 4.14.2020) 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) resubmittals. 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. (PRINTED 6.17.2020) SUBMITTAL PROCEDURES STREAM Collaborative Page 2 of 2 U:\2016033 - 126 College Ave - Visum\07.0 SPECIFICATIONS\2016033-01-3300-SUBMITTAL PROCEDURES.docx (PRINTED 4.14.2020) 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. HVAC systems. 3. Plumbing and gas systems. 4. 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*** (PRINTED 6.17.2020) TEMPORARY FACILITIES & CONTROLS STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-01-5000-TEMPORARY FACILITIES AND CONTROLS2.DOCX (PRINTED 4.14.2020) 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. 1.2 TEMPORARY FACILITIES AND CONTROLS A. 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. 2. The Contractor shall pay for all temporary utilities for the duration of the project. 3. The Contractor shall pay for all required hookups for the duration of the project. B. Contractor shall pay charges for sewer usage, water, and electric power. C. Installation and removal of temporary facilities shall be included in the contract. Coordinate timing with Owner and utility companies. D. 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. E. 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. F. Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions. G. 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. H. 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. (PRINTED 6.17.2020) TEMPORARY FACILITIES & CONTROLS STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-01-5000-TEMPORARY FACILITIES AND CONTROLS2.DOCX (PRINTED 4.14.2020) I. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. No less than two. J. 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. K. 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*** (PRINTED 6.17.2020) CUTTING AND PATCHING STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-01-7310-CUTTING AND PATCHING.DOCX (PRINTED 4.14.2020) 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*** (PRINTED 6.17.2020) CONSTR. WASTE MANAGEMENT STREAM Collaborative Page 1 of 1 U:\2016033 - 126 College Ave - Visum\07.0 SPECIFICATIONS\2016033-01-7419-CONSTRUCTION WASTE MANAGEMENT.docx (PRINTED 4.14.2020) 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*** (PRINTED 6.17.2020) PROJECT CLOSEOUT STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-01-7700-PROJECT CLOSEOUT.DOCX (PRINTED 4.14.2020) 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*** (PRINTED 6.17.2020) MISCELLANEOUS REQUIREMENTS STREAM Collaborative Page 1 of 1 U:\2016033 - 126 College Ave - Visum\07.0 SPECIFICATIONS\2016033-01-9000-MISCELLANEOUS REQUIREMENTS.docx (PRINTED 4.14.2020) 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. ***END OF SECTION 01 9000*** (PRINTED 6.17.2020) GEN. REQUIREMENTS SCHEDULE STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-01-9999A-GENERAL REQUIREMENTS SCHEDULE.DOCX (PRINTED 6.17.2020) 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 1119 Insulating concrete forms A B yes yes 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 Balcony shop drawings 05 5133 Metal ladders A B yes Show attachment details 05 5213 Pipe and tube railings A B yes 06 1000a Rough carpentry - treatments A B yes 06 1533 Wood decking A B C yes 06 1600 Sheathing A B yes 06 1700 Shop-fabricated structural wood A B 06 2000 Finish carpentry A B C 06 4300 Wood stairs and railings A B yes 06 6500 Exterior synthetic trim A yes 07 1326 Self-adhered sheet waterproofing A B 07 2100 Thermal insulation A B 07 2400 Exterior Insulating Finish System (E.I.F.S.) A B C yes yes Show shapes of EPS trim 07 4600 Siding and trim A B C yes 07 5323 EPDM roofing A B 07 6200 Sheet metal flashing and trim A B C yes 07 7100 Roof specialties A yes 07 7200 Roof accessories A B 07 8413 Penetration firestopping A B C 07 9200 Joint sealants A B C 08 1100 Hollow metal doors and frames A B 08 1600 Pre-hung interior doors A B 08 1700 FRP doors A B C 08 3100 Access doors and frames A B 08 5313 Windows A B C 08 7100 Door hardware A B C 09 2900 Gypsum board A B 09 6513 Resilient base and accessories A B C 09 9100 Painting A B C 10 1400 Signage A B C 10 2800 Residential bathroom accessories A B C 10 4400 Fire extinguishers A B 10 5500 Postal specialties A 10 9999 Miscellaneous specialties A 11 3100 Residential appliances A B C yes Show in kitchen shop drawings 22 Plumbing A B Sprinkler System yes yes yes Fire Department Connections yes yes yes 23 HVAC A B 26 Electrical A B Fire Alarm System yes yes (PRINTED 6.17.2020) GEN. REQUIREMENTS SCHEDULE STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-01-9999A-GENERAL REQUIREMENTS SCHEDULE.DOCX (PRINTED 6.17.2020) Section Item Prod. Data Samples Shop Dwgs Certificates MockUp Del. Des. Comments 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. (PRINTED 6.17.2020) Submittals Cover Sheet SUBMITTALS COVER SHEET STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-01-9999B-SUBMITTALS COVER SHEET.DOCX (PRINTED 4.14.2020) 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: (PRINTED 6.17.2020) INSULATING CONCRETE FORMS STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-03-111 9A-INSULATING CONCRETE FORMS (ICFS).DOCX (PRINTED 4.14.2020) INSULATING CONCRETE FORMS (ICFs) 03 1119 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. Supply and installation of permanent insulating concrete forms as formwork, placement of steel reinforcement and placement of concrete into formwork a. Fire resistant. b. Termite resistant c. Mold and mildew resistant. 2. Delegated Design requirements. 1.3 SUBMITTALS A. For each type of product, submit: 1. Product data (material descriptions, fire rating, accessories, etc.) 2. Manufacturer’s published installation instructions. Current edition. 3. Shop drawings (layout, elevations, penetrations, details of edges, joints, corners, flashings, etc.) a. Include shallow foundation frost protection details recommended by manufacturer. 4. Warranties. 5. Samples of trim and accessories, if requested by Architect. B. Written statement from ICF manufacturer that proposed waterproofing membrane is compatible with ICFs. C. Delegated-Design Submittal: Submit structural calculations to show compliance with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. Engineer shall be licensed in the State of New York, and demonstrate experience with ICF systems. PART 2 - PRODUCTS 2.1 BASIS-OF-DESIGN PRODUCT A. The design is based on the following product(s) manufactured by AMVIC Inc. (www.amvicsystem.com ) 1. Insulating concrete wall formwork consisting of two flat wall panels of flame retardant Type II expanded polystyrene (EPS) manufactured to a 1.5 lbs/cu. ft. minimum a. Cavity width of 8 inches. b. R-value not less than 22. c. Blocks shall measure 16” high by 48” long by 13” thick, U.N.O. d. Provide corner blocks, half-height blocks, and other special shape units as shown or required. B. Products deemed equal by the Architect may be accepted, subject to compliance with characteristics such as: 1. Structural performance. 2. Air infiltration. 3. Water penetration. 4. Thermal performance. 5. Fire, termites, mold and mildew resistance. a. Flame Spread Index: less than 25. b. Smoke Developed Index: less than 450. C. Provide accessories, fasteners, adhesives, sealants, vapor barriers, tapes, and miscellaneous items supplied by manufacturer, or approved by them in writing. 2.2 CONCRETE AND STEEL REINFORCEMENT A. As specified in Division 03, or as shown on drawings, but not less than 3000 psi at 28 days. (PRINTED 6.17.2020) INSULATING CONCRETE FORMS STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-03-1119A-INSULATING CONCRETE FORMS (ICFS).DOCX (PRINTED 4.14.2020) PART 3 - EXECUTION 3.1 INSTALLATION A. Strictly follow manufacturer's written instructions. ***END OF SECTION 03 1119*** (PRINTED 6.17.2020) HYDRAULIC CEMENT UNDERLAYMENT STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\20160 33-03-5416-HYDRAULIC CEMENT UNDERLAYMENT.DOCX (PRINTED 4.14.2020) 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*** (PRINTED 6.17.2020) METAL FABRICATIONS STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-05-5000-METAL FABRICATIONS.DOCX (PRINTED 4.14.2020) 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 3. Steel pipe columns for supporting wood frame construction. 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 FRAMING AND SUPPORTS A. Fabricate steel pipe columns for supporting wood frame construction from steel pipe with steel baseplates and top plates as indicated. Drill or punch baseplates and top plates for anchor and connection bolts and weld to pipe with fillet welds all around. Make welds the same size as pipe wall thickness unless otherwise indicated. 1. Unless otherwise indicated, fabricate from Schedule 40 steel pipe. B. Unless otherwise indicated, provide ½-inch baseplates with four ⅝-inch anchor bolts and ¼-inch top plates. 2.3 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*** (PRINTED 6.17.2020) METAL LADDERS STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-05-5133-METAL LADDERS.DOCX (PRINTED 4.14.2020) METAL LADDERS 05 5133 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. Aluminum fixed vertical ladders (to roof hatch). a. 20 inches wide, unless noted otherwise on drawings. b. Extendable safety post. c. Security door. B. References: 1. ANSI A14.3: Ladders - Fixed - Safety Requirements. 2. OSHA 1910.27: Fixed Ladders. 1.3 SUBMITTALS A. Product Data: Manufacturer's data sheets on each product to be used. B. Shop Drawings: Show fabrication and installation details. Include plans, elevations, sections, and details of ladders, accessories, and their connections. Show anchorage and accessory items. PART 2 - PRODUCTS 2.1 BASIS OF DESIGN A. Provide products equal to those manufactured by Precision Ladders, LLC (www.PrecisionLadders.com) 1. Model FL-02. a. Extendable safety post, equal to Extend-A-Rail by Precision Ladders. b. Security Door: ⅛ inch thick, 3003-H14 aluminum panel 84 inches tall with padlock provision. 1) Tag and label padlock key and insert in Fire Department’s “Knox Box”. 2.2 KEY FEATURES A. Performance Standard: Units designed and manufactured to meet or exceed ANSI A14.3 and OSHA 1910.27 B. Capacity: Unit shall support a 1500 lb loading without failure, and individual treads shall withstand a 3,000 lb loading without failure. C. Components: 1. Stringer: 2½ inch by 1-1/16 inch by ⅛ inch extruded 6005-T5 aluminum channel. 2. Tread: 2¼ inch by ¾ inch by ¼ inch extruded 6005-T5 aluminum with deeply serrated top surface. 3. Mounting Bracket: 8½ inch by 2 inch by 3 inch by ¼ inch thick aluminum angle. 4. Mill finish PART 3 - EXECUTION 3.1 INSTALLATION A. Provide concealed blocking inside wall, as needed to meet performance requirements. B. Install in strict accordance with manufacturer's written instructions. C. Protect installed products until completion of project. ***END OF SECTION 05 5133*** (PRINTED 6.17.2020) PIPE AND TUBE RAILINGS STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-05-5213-PIPE AND TUBE RAILINGS.DOCX (PRINTED 4.14.2020) 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 (provide wood railings on metal brackets at interior stairs – see Section 06 4300). 2. Painted stair interruption self-closing gates. 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. B. Product data for railing brackets, self-closing hinges, and paint products. 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. B. Self-closing hinges: 1. Basis of Design: True Close Heavy Duty self-closing hinges, model TCHD1S3, by D&D Technologies (www.ddtechusa.com) 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. (PRINTED 6.17.2020) PIPE AND TUBE RAILINGS STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-05-5213-PIPE AND TUBE RAILINGS.DOCX (PRINTED 4.14.2020) 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*** (PRINTED 6.17.2020) ROUGH CARPENTRY STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-06-1000-ROUGH CARPENTRY.DOCX (PRINTED 4.14.2020) 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. 5. Wood railings and fences. 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-testresponse 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. (PRINTED 6.17.2020) ROUGH CARPENTRY STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-06-1000-ROUGH CARPENTRY.DOCX (PRINTED 4.14.2020) 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 required by Structural Drawings. B. Non-load-bearing interior partitions: No. 2 grade or better, SPF, new, sound and square. C. Joists and rafters: No. 1 grade or better, SPF, new, sound and square. D. 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*** (PRINTED 6.17.2020) WOOD DECKING STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-06-1533-WOOD DECKING.DOCX (PRINTED 6.17.2020) WOOD DECKING 06 1533 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: Slip resistant, tongue and groove porch decking, for outdoor use. B. Structural performance: Uniform load of 100 lbf/SF. 1.3 SUBMITTALS A. Product Data: For treated wood products. Include treatment manufacturer's written instructions for handling, storing, installing, and finishing treated material. B. Submit Shop Drawings showing layout, edge details and fastening methods. C. Submit samples for color and texture selection. PART 2 - PRODUCTS 2.1 WOOD DECKING A. Hand select wood for freedom from characteristics, on exposed surfaces and edges, that would impair finish appearance, including decay, honeycomb, knot holes, shake, splits, torn grain, and wane. 1. Provide T&G, radius-edged S4S boards, with one face free of planer skip, machine burn, and torn or chipped grain a. Larch or Cedar, 5/4 x 6 (nominal) boards. b. Clear upper face; small pin knots and worm holes allowed on back face. B. Fasteners: use concealed stainless-steel fasteners. C. Provide sealers and finish coatings recommended in writing by decking manufacturer, for use in exterior applications. PART 3 - EXECUTION 3.1 INSTALLATION A. Strictly follow manufacturer's written instructions. ***END OF SECTION 06 1533*** (PRINTED 6.17.2020) SHEATHING STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-06-1600-SHEATHING.DOCX (PRINTED 6.25.2020) 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 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 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. Span rating not less than 24/0. Not less than ½-inch thick. 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 FIRE-RATED WALL AND ROOF SHEATHING A. Provide ½” (roof) and ⅝” (walls) thick magnesium oxide panels by ExtremeGreen (www.extremegreenbp.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. 2.4 GLASS-MAT GYPSUM SHEATHING A. Basis of Design for roofs: Dens-Deck Prime by Georgia Pacific Gypsum. ASTM C 1177 1. ¼” thick, or as required by roofing manufacturer to obtain a Class B assembly. 2.5 COMBINATION OSB SHEATHING/MOISTURE/AIR BARRIER A. Exposure 1 OSB sheathing with factory-laminated water-resistive barrier facer. SHEATHING STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-06-1600-SHEATHING.DOCX (PRINTED 6.25.2020) 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. 2.6 SUBFLOORING AND UNDERLAYMENT A. Engineered OSB subfloor: 1. Basis of Design: ‘AdvanTech’ sheathing products, 23/32”thick. (http://www.huberwood.com/advantech/products/advantech-flooring). 2.7 SCHEDULE Basis of Design Product Thickness WALL SHEATHING (see drawings) ZIP system ExtremeGreen 7/16” 5/8” ROOF SHEATHING ExtremeGreen 1/2” SUBFLOORING / UNDERLAYMENT AdvanTech 23/32” PART 3 - EXECUTION 3.1 GENERAL A. Strictly follow manufacturer's written instructions. ***END OF SECTION 06 1600*** FINISH CARPENTRY STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-06-2000-FINISH CARPENTRY.DOCX (PRINTED 4.14.2020) 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. Lumber Trim for Opaque Finish (Painted Finish): 1. Species and Grade: Any, smooth surface. 2.2 APPLICATIONS A. Window stools: Painted ¾” plywood with wood edge. 1. Window heads and jambs shall be made of gypsum board. B. Door casings: 1x3, primed, finger jointed sides and heads, painted. 1. Provide jamb extensions as required. 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*** (PRINTED 6.17.2020) WOOD STAIRS & RAILINGS STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-06-4300 WOOD STAIRS AND RAILINGS.DOCX (PRINTED 4.14.2020) 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 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 – See Section 09 6513. 2. Risers: Opaque paint. 3. Stringers: Opaque paint. 4. Handrails: Opaque paint. 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 15 percent maximum moisture content. 2x12 nominal size, minimum. 1. Notching: Notch rough carriages to receive treads, risers, and supports; leave at least 3½ inches of effective depth. 2. Spacing: At least three framing members for each 36” clear width of stair. (PRINTED 6.17.2020) WOOD STAIRS & RAILINGS STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-06-4300 WOOD STAIRS AND RAILINGS.DOCX (PRINTED 4.14.2020) 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: Wall Rails: Support rails on metal brackets securely fastened to wall framing. 1. Space rail brackets not more than 32” o.c. ***END OF SECTION 06 4300*** (PRINTED 6.17.2020) EXTERIOR SYNTHETIC TRIM STREAM Collaborative Page 1 of 1 (PRINTED 4.14.2020) EXTERIOR SYNTHETIC TRIM 06 6500 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: Exterior synthetic (poly-ash) trim, to be painted. 1.3 SUBMITTALS AND MOCKUPS A. Product data: For each type of product indicated. B. Shop drawings: Include details of construction and installation. C. Build mockups to demonstrate aesthetic effects and set quality standards for fabrication and installation. Size and location to de determined by Architect. PART 2 - PRODUCTS 2.1 BASIS OF DESIGN A. Boral Truexterior trim (www.truexterior.com). 1. Moisture, mold and rot resistant. 2. Sizes: a. 5/4 x 8 (nominal) cut as shown on drawings to create water table. b. “Historic sill” profile at windows. c. Other moldings as shown on drawings. 3. Smooth texture on exposed surfaces. 4. Factory-applied primer recommended by manufacturer. 5. Fasteners: stainless steel nails or screws, as recommended by manufacturer. 2.2 MISCELLANEOUS COMPONENTS A. Provide sealers, adhesives, flashing, fasteners and accessories recommended in writing by manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine and prepare substrates using methods recommended in writing by the trim manufacturer. B. Apply primer and first coat of paint off-site. Final coat after installation is complete. C. Do not proceed with installation until substrates have been properly prepared and deviations from manufacturer's recommended tolerances are corrected. Commencement of installation constitutes acceptance of conditions. D. Strictly follow manufacturer's written installation instructions. 3.2 ADJUSTING, CLEANING AND PROTECTION A. Remove damaged, improperly installed, or otherwise defective materials and replace with new materials complying with specified requirements. B. Clean finished surfaces according to manufacturer's written instructions and maintain in a clean condition during construction. C. Protect installed products until completion of project. Touch-up, repair or replace damaged products. ***END OF SECTION 06 6500*** (PRINTED 6.17.2020) SELF-ADHERED SHEET WATERPROOFING STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-07-1326-SELF-ADHERED SHEET WATERPROOFING.DOCX (PRINTED 4.14.2020) SELF-ADHERED SHEET WATERPROOFING 07 1326 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. Modified bituminous sheet waterproofing, to be applied below grade to Insulating Concrete Forms. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Written statement from manufacturer that waterproofing membrane is compatible with ICFs. PART 2 - PRODUCTS 2.1 GENERAL A. Obtain waterproofing materials, primers, adhesives and other accessories from single source from single manufacturer. B. Provide minimum 60-mil nominal thickness, self-adhering sheet consisting of 56 mils of rubberized asphalt laminated on one side to a 4-mil- thick, polyethylene-film reinforcement, and with release liner on adhesive side. C. Basis of Design: Bituthene 3000 or 4000 by Grace Construction Products (www.gcpat.com). 1. Provide protective drainage panel recommended by membrane manufacturer. 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. Environmental Limitations: Apply waterproofing within the range of ambient and substrate temperatures recommended by waterproofing manufacturer. Do not apply waterproofing to a damp or wet substrate. 1. Do not apply waterproofing in snow, rain, fog, or mist. D. Strictly follow waterproofing manufacturer's written instructions, and recommendations in ASTM D 6135. E. Protect waterproofing system from damage and wear during remainder of construction activities. ***END OF SECTION 07 1326*** (PRINTED 6.17.2020) THERMAL INSULATION STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-07-2100-THERMAL INSULATION.DOCX (PRINTED 4.14.2020) 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. Expanded polystyrene rigid insulation (EPS). B. See Section 03 1119 for Insulating Concrete Forms, and Section 07 5323 for roofing insulation. 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. Thickness: as required to achieve R-values of shown on drawings. Spray-apply in as many coats and to thickness necessary to obtain such values. C. Flame-spread and smoke-developed indexes of no more than 25 and 300, respectively per ASTM E 84. D. Aged R-value of 7.1 per inch. E. Basis of Design: ProSeal LE by Icynene Inc. (www.icynene.com). 2.3 EXPANDED POLYSTYRENE RIGID INSULATION A. ASTM C578, closed cell expanded polystyrene foam. Minimum compressive strength: 25 PSI. B. Thickness: 2”. C. Class A, per ASTM E 84. D. Approximate R-value of 4.8 per inch. E. Basis of Design: FoamControl 250 by ThermalFoams/Syracuse Inc., Cicero, NY (www.thermalfoams.com) 2.4 MISCELLANEOUS PRODUCTS A. 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. 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*** (PRINTED 6.17.2020) E.I.F.S. AND TRIM STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-07-2400-EXTERIOR INSULATING FINISH SYSTEM (E.I.F.S.) AND TRIM.DOCX (PRINTED 4.14.2020) EXTERIOR INSULATING FINISH SYSTEM (E.I.F.S.) AND TRIM 07 2400 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. Polymer-based EIFS-clad barrier-wall assemblies that are field applied over EPS substrate (EPS from insulation concrete forms). 2. 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) DS194 by Dryvit (www.dryvit.com). 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 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. (PRINTED 6.17.2020) E.I.F.S. AND TRIM STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\201 6033-07-2400-EXTERIOR INSULATING FINISH SYSTEM (E.I.F.S.) AND TRIM.DOCX (PRINTED 4.14.2020) 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 2400*** (PRINTED 6.17.2020) SIDING & TRIM STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-07-4600-SIDING AND TRIM.DOCX (PRINTED 4.14.2020) SIDING AND TRIM 07 4600 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 siding (types vary), soffits, wood composite trim, and miscellaneous components. 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. HardiePlank horizontal lap siding. a. Horizontal pattern, 6” exposure, smooth texture, standard style. 2. HardiePanel siding. a. 48” by 120” panels, smooth texture. 1) Apply battens 12” o.c. as shown on drawings. 3. HardieSoffit a. Non-perforated soffit panels, width shown on drawings, smooth texture. C. Factory primed. 1. Provide trim and accessories shown on drawings or required, color to match siding. D. Provide sealers, adhesives, flashing, fasteners and accessories recommended in writing by manufacturer. 2.2 WOOD COMPOSITE TRIM A. Basis of Design: LP SmartSide by Louisiana Pacific Building Products (www.LPCorp.com). B. Smooth texture, 0.625” thick by width shown on drawings. C. Factory primed. 1. Provide trim and accessories shown on drawings or required, color to match siding. D. 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. (PRINTED 6.17.2020) SIDING & TRIM STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-07-4600-SIDING AND TRIM.DOCX (PRINTED 4.14.2020) 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. 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 4600*** (PRINTED 6.17.2020) EPDM ROOFING STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-07-5323-EPDM ROOFING.DOCX (PRINTED 4.14.2020) EPDM ROOFING 07 5323 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: Fully adhered roofing system, including roof insulation, substrate and cover boards, metal copings and miscellaneous components. To be installed over sheathing specified in Division 06. 1. Sheathing and substrates to be screwed to framing, not nailed. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work, including: 1. Base flashings and membrane terminations. 2. Tapered and flat insulation, including slopes. 3. Roof edge condition indicating project-specific flashing and blocking requirements. C. Warranty: Submit Manufacturer’s 20-year warranty and installer’s two-year warranty including all labor and materials. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. General Performance: Installed roofing system (including vapor barrier, etc.) and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Roofing and base flashings shall remain watertight. Comply with most current revision of ASCE 7 and the Building Code of New York State. 1. Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials. 2.2 ROOFING A. ASTM D 4637, Type I, non-reinforced, uniform, flexible, black EPDM sheet. B. Basis of Design: Sure-Seal by Carlisle SynTec Systems (www.carlislesyntec.com). C. Thickness: 60 mils, nominal, as required for 20-year warranty. 1. 45 mils acceptable under decking, and shown on drawings. 2.3 AUXILIARY MATERIALS A. Recommended by roofing system manufacturer for intended use and compatible with roofing. B. Insulation: Fully-adhered, 1” thick flat and tapered (¼” per foot) polyisocyanurate insulation as shown on drawings. 1. Provide pre-formed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated. C. Cover board: Fully-adhered, ½” thick Securock or DensDeck. D. Roof edges and copings: 0.050 extruded aluminum, “Kynar” finish (color to be selected by Architect). 1. The Building Code of New York State “§ 1504.5 Edge securement for low slope roofs” calls for metal edge securement, except gutters, designed in accordance with ANSI/SPRI ES-1 which precludes the use of any materials not fully tested and certified by an independent testing laboratory. Therefore, unless so tested and certified, FIELD FORMED PRODUCTS ARE NOT ACCEPTABLE. E. Termination bars, tapes, sealants, adhesives and fasteners recommended by roofing 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. ***END OF SECTION 07 5323*** (PRINTED 6.17.2020) SHEET METAL FLASHING & TRIM STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-07-6200 -SHEET METAL FLASHING AND TRIM.DOCX (PRINTED 4.14.2020) 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. B. Samples: If requested by Architect. 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 where concealed, fluoropolymer coating, containing minimum 70 percent PVDF resins where exposed – color to be selected by Architect. 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*** (PRINTED 6.17.2020) ROOF SPECIALTIES STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-07-7100-ROOF SPECIALTIES.DOCX (PRINTED 4.14.2020) 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. 2. For roof edges and copings, see roofing specification sections. 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: 4 inches wide. 3. Accessories: Continuous, removable leaf screen with sheet metal frame and hardware cloth screen. 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, two 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*** (PRINTED 6.17.2020) ROOF ACCESSORIES STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-07-7200-ROOF ACCESSORIES.DOCX (PRINTED 4.14.2020) ROOF ACCESSORIES 07 7200 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: Roof hatches. 1.3 SUBMITTALS A. Product Data: For each type of product specified. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. B. Shop Drawings: Include plans, elevations, keyed details, and attachments to other work. Indicate dimensions, loadings, and special conditions. C. Samples: For each exposed product and for each color and texture specified, prepared on Samples of size to adequately show color. 1.4 COORDINATION A. Coordinate layout and installation of roof accessories with roofing and base flashing and interfacing and adjoining construction to provide a leak-proof, weathertight, secure, and non-corrosive installation. PART 2 - PRODUCTS 2.1 ROOF HATCHES A. Metal roof-hatch units with lids and insulated curbs, welded or mechanically fastened and sealed corner joints, continuous lid-to-curb counterflashing and weathertight perimeter gasketing and integrally formed deck-mounting flange at perimeter bottom. B. Basis of Design: Single-leaf, thermally broken roof hatch by Bilco (www.bilco.com). 1. Type F-50TB (48” by 48”, to comply with NYS Building Code §1011.12.2). 2. Lockable. 2.2 MISCELLANEOUS MATERIALS A. Provide materials and types of fasteners, protective coatings, sealants, and other miscellaneous items required by manufacturer for a complete installation. B. Vinyl components not acceptable. 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. ***END OF SECTION 07 7200*** (PRINTED 6.17.2020) PENETRATION FIRESTOPPING STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-07-8413-PENETRATION FIRESTOPPING.DOCX (PRINTED 4.14.2020) 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*** (PRINTED 6.17.2020) JOINT SEALANTS STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-07 -9200-JOINT SEALANTS.DOCX (PRINTED 4.14.2020) 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). 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. (PRINTED 6.17.2020) JOINT SEALANTS STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-07-9200-JOINT SEALANTS.DOCX (PRINTED 4.14.2020) 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*** (PRINTED 6.17.2020) HOLLOW METAL DOORS AND FRAMES STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-08-1100-HOLLOW METAL DOORS AND FRAMES.DOCX (PRINTED 4.14.2020) 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. Insulated (exterior) doors. 3. 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). 1. Insulated (exterior) doors shall be “Legion” by Ceco. 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*** (PRINTED 6.17.2020) PRE-HUNG INTERIOR DOORS STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-08-1600-PRE-HUNG INTERIOR DOORS.DOCX (PRINTED 4.14.2020) PRE-HUNG INTERIOR 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. 2. Stile-and-Rail louvered doors. 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. I. Fire rating: not required. 2.2 BASIS OF DESIGN A. Doors are based on Masonite’s “Logan,” two-panel craftsman mission style, hollow core doors. B. Louvered doors to be two-panel craftsman mission style, with top panel louvered, REEB model PR732. PART 3 - EXECUTION 3.1 GENERAL A. Strictly follow manufacturer's written instructions. ***END OF SECTION 08 1600*** (PRINTED 6.17.2020) FRP DOORS STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-08-1700-FRP DOORS.DOCX (PRINTED 4.14.2020) FRP 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: 1. Fiber-reinforced polyester (FRP) doors and wood frames. 1.3 SUBMITTALS A. Product Data: For each type of product, indicating fire rating and construction details. B. Samples, for color and texture selection. C. Door Schedule – See Section 08 7100. PART 2 - PRODUCTS 2.1 GENERAL A. Obtain doors and frames from single source from single manufacturer. 1. Thickness: 1¾ inches a. Face: Fiber-reinforced polyester. Color and texture to be selected by Architect. 1) Inside face to be Class A (may need to be a different color from outside face). b. Core: Foamed in place Urethane. 1) Minimum R Value of 9. B. Vision Lites: Provide glazed openings in doors as indicated, with manufacturer's standard moldings and stops, with removable stops on inside only. Glass to be “factory installed” for warranty purposes. 1. Provide insulating, double-pane safety glazing recommended by manufacturer. 2.2 PERFORMANCE REQUIREMENTS A. Equal to those of the Basis of Design products, including: 1. Air infiltration, water resistance, fire resistance, swinging door cycle test, sound transmission, thermal transmission, flame spread, smoke developed, etc. 2.3 BASIS OF DESIGN A. “Star” doors by Therma-Tru Corp. (www.thermatru.com). 1. Face sheets: Smooth, paintable fiberglass-reinforced composite. Color to be selected by architect. 2. Frame: Kiln-dried pine, depth as required to match wall thickness. Provide rot-resistant jambs. PART 3 - EXECUTION 3.1 INSTALLATION A. Strictly follow manufacturer's written instructions. B. Ensure that tops of doors align with tops of adjacent windows, as shown on drawings. ***END OF SECTION 08 1700*** (PRINTED 6.17.2020) ACCESS DOORS & FRAMES STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-08-3100-ACCESS DOORS AND FRAMES.DOCX (PRINTED 4.14.2020) 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. 1.3 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. 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*** (PRINTED 6.17.2020) WINDOWS STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-08-5313-WINDOWS.DOCX (PRINTED 4.14.2020) WINDOWS 08 5313 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. Awning. 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. 1500-Series windows by PlyGem (www.plygem.com). B. Interior color: white. C. Exterior color: black. D. Flat casing. E. Glazing: ⅞” Low-E with Argon. U-factor ≤ 0.27 and SHGC ≤ 0.21 (or as required to receive Energy Star certification). F. Insect screens: Aluminum frame, color to match window, fiberglass mesh. G. Hardware: Manufacturer’s standard. 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 5313*** (PRINTED 6.17.2020) DOOR HARDWARE STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-08-7100-DOOR HARDWARE.DOCX (PRINTED 4.14.2020) 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 2 - PRODUCTS 2.1 GENERAL A. Coordinate with Owner. Purchase hardware by Allowance. Installation included in Base Bid. 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. D. Provide peepholes at all stair doors. 2.2 KEYING A. Provide one apartment key per bedroom unit, plus 3 extra. B. Coordinate master keying system with Owner. C. Provide key code lockset for Package Room. PART 3 - EXECUTION 3.1 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. 3.2 INSTALLATION A. Strictly follow manufacturer's written instructions. ***END OF SECTION 08 7100*** (PRINTED 6.17.2020) GYPSUM BOARD STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-09-2900-GYPSUM BOARD.DOCX (PRINTED 4.14.2020) 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. Tile backing panels. (Install at showers, tubs, and locations indicated to receive ceramic or porcelain tile.) 3. Mineral wool acoustic insulation where shown at interior partitions. 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. Tile backing panels: Cementitious Backer Units: ANSI A118.9 and ASTM C 1288 or 1325, with manufacturer's standard edges. 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: Typical for all surfaces exposed to view, unless noted otherwise. ***END OF SECTION 09 2900*** (PRINTED 6.17.2020) RESILIENT BASE & ACCESSORIES STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-09-6513-RESILIENT BASE AND ACCESSORIES.DOCX (PRINTED 4.14.2020) 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 wall base and stair accessories. 1.3 SUBMITTALS A. Product Data: For each type of product PART 2 - PRODUCTS 2.1 BASIS OF DESIGN A. Provide thermoset rubber products by Roppe Corporation (www.roppe.com). 1. Wall base: ⅛” thick, 4” high, Style B (coved), in full length coils (48” lengths not acceptable). a. Provide pre-formed outside corners. b. Equal to Roppe Pinnacle. 2. Embossed stair treads, (#95 hammered texture, PVC-free) complying with ASTM F 2169, with embedded abrasive strips, square nosing, ¼” thick (tapered to back edge). Color to be selected by Architect. a. Stair landings to be carpeted – see Section 09 6813. 3. Provide rubber transition edges between different types of flooring (carpet/resilient, resilient/concrete, etc.) 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*** (PRINTED 6.17.2020) RESILIENT FLOORING STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-09-6519-RESILIENT TILE FLOORING.DOCX (PRINTED 4.14.2020) RESILIENT 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. Type A: Resilient tile flooring. 1. Owner to select flooring (paid for by Allowance). B. Type B: Resilient sheet flooring. 1. Rubber sheets, with integral 6” high base and heat welded seams and corners. ⅛” thick. 2. Owner to select flooring (paid for by Allowance). C. Contractor to install flooring and provide adhesives and all other necessary materials. 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*** (PRINTED 6.17.2020) CARPET TILING STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-09-6813-TILE CARPETING.DOCX (PRINTED 4.14.2020) 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 modular carpet tile and accessories. PART 2 - PRODUCTS 2.1 GENERAL A. Owner to select flooring (paid for by Allowance). B. Basis of Design: Dynamo Philadelphia 54857 carpet tiles by Shaw flooring.. C. Contractor to install flooring and provide adhesives and all other necessary materials. 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 6813*** (PRINTED 6.17.2020) PAINTING STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-09-9100-PAINTING (S-W).DOCX (PRINTED 4.14.2020) 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. Steel and galvanized metal. b. Wood and composites. c. 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. B. Provide low-VOC products as far as possible. C. For each type of paint and substrate, assume at least two different colors. Refer to PART 4 schedule below. D. For the inside face of exterior walls, provide products with a perm rating between 1 and 10, complying with IBC §1405.3.3, to serve as a Class II vapor retarder. 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. B. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual" for products and paint systems indicated. 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. (PRINTED 6.17.2020) PAINTING STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-09-9100-PAINTING (S-W).DOCX (PRINTED 4.14.2020) PART 4 - SCHEDULE First coat Second coat 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 Flat At kitchens, bathrooms, janitor closets 3 - Interior wood/composites PrepRite ProBlock Primer Sealer, B51-620 ProMar 200 Zero VOC Latex, B31-2600 Flat Doors and frames 4 - Interior steel Pro Industrial Pro-Cryl Universal Primer, B66-310 Pro Industrial Acrylic Coating, B66-650 Flat Steel doors and frames, pipe railings 5 - Exterior steel Pro-Cryl Universal Primer, B66-310 (anti-corrosive) Pro Industrial Waterbased Acrolon 100 Polyurethane, B65-720 Flat Balcony railings, exposed steel 6 - Siding and trim Exterior Latex Primer, B42 A-100 Exterior Latex Flat, A6 Flat Siding and trim ***END OF SECTION 09 9100*** (PRINTED 6.17.2020) SIGNAGE STREAM Collaborative Page 1 of 3 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-10-1400-SIGNAGE.DOCX (PRINTED 4.14.2020) 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. Truss plaques, per Title 19 NYCRR: §1264.4 & 1265.5. 4. Identification of fire protection equipment, per IFC §509.1. 5. Signs for fire department connections, per IFC §912.5. 6. Apartment identification numbers, per IBC Appendix E §E107.2. 7. Labeling of mechanical, electrical and plumbing components. 8. Concealed space signage, complying with IBC §703.7. 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: “126”, 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. (B1) adjacent to door to stairs, at each floor. 2. (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. C. (Type G) Concealed space signage: 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. (PRINTED 6.17.2020) SIGNAGE STREAM Collaborative Page 2 of 3 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-10-1400-SIGNAGE.DOCX (PRINTED 4.14.2020) 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 M) A metal (aluminum) sign with raised letters not less than 1 inch in size shall be mounted on all fire department connections serving automatic sprinklers, standpipes or fire pump connections. Such signs shall read: AUTOMATIC SPRINKLERS or STANDPIPES or TEST CONNECTION or a combination thereof as applicable. Where the fire department connection does not serve the entire building, a sign shall be provided indicating the portions of the building served. Similar to Type K. G. (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. (PRINTED 6.17.2020) SIGNAGE STREAM Collaborative Page 3 of 3 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-10-1400-SIGNAGE.DOCX (PRINTED 4.14.2020) 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) 126 A1 TYPE B: STAIRWAY IDENTIFICATION B1 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: TYPE L similar TYPE M similar (metal) Text examples: AUTOMATIC SPRINKLERS STANDPIPES TEST CONNECTION MECHANICAL ROOM ELECTRICAL ROOM TYPE P: ROOM/APT IDs Text: G01 101 201 301 401 P1 ***END OF SECTION 10 1400*** (PRINTED 6.17.2020) RESIDENTIAL BATHROOM ACCESSORIES STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-10-2800-RESIDENTIAL BATHROOM ACCESSORIES.DOCX (PRINTED 4.14.2020) 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. Mirrors, U.N.O. 2. Underlavatory guards. 3. Custodial accessories. 4. 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). 2.2 CUSTODIAL ACCESSORIES A. Shelf with mop and broom holder. 1. 36” long, stainless steel, similar to Bobrick B-224x36 (www.brobrick.com). 2.3 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. 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 “Type A” toilet, tub and shower (first floor). ***END OF SECTION 10 2800*** (PRINTED 6.17.2020) FIRE EXTINGUISHERS STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-10-4400-FIRE EXTINGUISHERS.DOCX (PRINTED 4.14.2020) 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, at heights acceptable to authorities having jurisdiction. C. Install extinguishers just prior to Substantial Completion. ***END OF SECTION 10 4400*** (PRINTED 6.17.2020) POSTAL SPECIALTIES STREAM Collaborative Page 1 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\20160 33-10-5500-POSTAL SPECIALTIES.DOCX (PRINTED 4.14.2020) 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 3316SAN-U by Salsbury Industries (www.mailboxes.com). Two units required. a. 16 compartments b. 2 parcel lockers. c. ADA-compliant B. Compartment Enclosure: Fabricated from aluminum sheet with aluminum mounting pedestal and weatherprotection 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: Room 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. (PRINTED 6.17.2020) POSTAL SPECIALTIES STREAM Collaborative Page 2 of 2 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-10-5500-POSTAL SPECIALTIES.DOCX (PRINTED 4.14.2020) 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*** (PRINTED 6.17.2020) MISCELLANEOUS SPECIALTIES STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-10-9999-MISCELLANEOUS SPECIALTIES.DOCX (PRINTED 6.17.2020) MISCELLANEOUS SPECIALTIES 10 9999 PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Window wells. 2. “Knox’ box. 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 WINDOW WELLS A. Basis of Design: Economy Casement window well, model EC-4236 by Admiral Steel (www.admiralsteel.com) 1. Galvanized (G90), corrugated steel, 18 ga. 2. 42” W x 48” H x 36” D, or larger, as required for fully opening of windows. 2.2 ‘KNOX’ box A. Basis of Design: KnoxBox 3200 Series. 1. Standard capacity (up to 10 keys). 2. Recessed, #3275. 3. In the Ithaca area, they must be purchased from the Ithaca Fire Department. 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*** (PRINTED 6.17.2020) RESIDENTIAL APPLIANCES STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-11-3100-RESIDENTIAL APPLIANCES.DOCX (PRINTED 4.14.2020) 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 1.3 SUBMITTALS A. Product Data: For each type of product. 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 – GDE25ESKSS (Approx. 33Wx38Dx70H inches) 25 CF total capacity with ice maker, reversible door, stainless steel. Bottom freezer with pull-out drawer. 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*** (PRINTED 6.17.2020) RESIDENTIAL CASEWORK STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-12-3200-RESIDENTIAL CASEWORK.DOCX (PRINTED 4.14.2020) 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 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, countertops, backsplashes 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*** (PRINTED 6.17.2020) Electrical, Plumbing, Mechanical/126 College Ave Electrical Permit Set 2020.03.30 (1).pdfC:\Users\Fred.Fred-NEW\Documents\_Revit Local\126 College Ave MEP Central Revit 2019_TaitemEngineering.pdf 3 A S P SWITCH DUPLEX RECEPTACLE HORN/STROBE / Candela STROBE / Candela PULL STATION SMOKE DETECTOR QUAD RECEPTACLE EXIT SIGN -CEILING EMERGENCY LIGHT EXIT SIGN -WALL # G:GFCI A:Above Counter W:Weatherproof I:Isolated Ground S:Split Receptacle P: Photoelectric NEW CONCEALED WIRING # Indicates Quantity of Jacks if More than One DATA OUTLET 3:3 Way 4:4 Way F:Fan Speed OS:Occupancy Sensor SURFACE MOUNT FIXTURE FIRE ALARM CONTROL PANEL FACP REMOTE ANNUNCIATOR RA PANELBOARD-RECESSED PANELBOARD-SURFACE LEGEND OCCUPANCY SENSOR NEW SURFACE RACEWAY REMOTE EMERGENCY HEAD DOOR OPERATOR DOWNLIGHT WALL WASH 208/240 VOLT RECEPTACLE PENDANT LIGHT 75 75 WALL MOUNT FIXTURE A bTYPE/switch ELECTRICAL NOTESFIRE ALARM NOTES Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/8" = 1'‐0" 4/2/2020 4:17:01 PM E001 NOTES & LEGEND 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PART 1 -GENERAL 1.1 SUBMITTALS A. Provide electronic (pdf) submittals for approval prior to ordering equipment: 1. Product cut sheets: fixtures, panelboards, disconnects, devices 2. Single line power diagram B.Closeout: 1. Operation and Maintenance Manual. 2. As-Built drawings. 1.2COMPLIANCE A. All work shall comply with the latest version of NFPA 70 National Electric Code. PART 2 -PRODUCTS 2.1WIRING METHODS A.RACEWAYS 1. Concealed dry interior locations: Type NM cable. 2. Exposed dry interior locations: Electrical metallic tubing 3. Arrange conduit to maintain headroom and present a neat appearance. 4. Maintain required fire, acoustic and vapor barrier rating when penetrating walls, floors, and ceilings. 5. Use conduit hangers and clamps, do not fasten with wire or perforated straps. 6. Provide suitable pull string in empty raceways. 7. Completely and thoroughly swab raceway system before installing conductors. B.BUILDING WIRE: 1. Apartment Feeders: Armored sub-feed cable with Aluminum stranded conductors. 2. Feeder and branch circuits: Copper stranded conductor, 600 V insulation, THHN/THWN, minimum #12 AWG. 3. MC Cable: Armored cable, copper conductor, 600 V insulation, rated 60°C, individual conductors twisted together and covered with a PVC jacket. C.WIRING DEVICES: 1. Wall switch: 20A, 120V commercial grade, side wired 2. Dimmer switch: On/off and slide, 600 watt 3. Occupancy Sensors: Dual technology (passive infrared and ultrasonic). Select model appropriate for range required. 4. Duplex convenience receptacle: 15A or 20A as required, 120V, side wired. 5. Duplex Ground-Fault Circuit-Interrupter (GFCI) Convenience Receptacles: 125-V, 20-A, straight blade. NEMAWD1, NEMAWD6, UL498, and UL943, ClassA, and include indicator light that is lighted when device is tripped. 6. All 15A and 20A receptacles located in dwelling units shall be listed tamper-resistant type receptables. 7. Outlet Branch Circuit Arc Fault Circuit Interrupter: cULus Listed to UL1699A and UL498, File no. E341748. Meet all UL 1699A (AFCI) and UL498 (Receptacles) requirements and cULus to CEC part II and CSA C22.2 No. 0 and C22.2, No.42 8. Surface raceway: Wiremold or equal. 9. Use recessed outlet boxes in finished areas and where indicated. 10. Install wall plates flush and level. Color: Selected by Owner/Architect. D. MOUNTING HEIGHTS (Above floor to center) 1. Mount as indicated below unless noted otherwise. 2. Receptacles, Data, TV -18" 3. Switches -48" 4. Emergency Lights, Exit Signs -80" 2.2EQUIPMENT A. Electric service: 120/240V, Single Phase, 3 wire, 60HZ B. Panelboards and load centers: Square D, Type QO 2.3 LUMINAIRES A. Per Drawing Schedule PART 3 -EXECUTION 3.1 INSTALLATION A. Sequence rough-in of electrical connections to coordinate with installation and startup of other equipment. B. All new wiring, except in mechanical and utility spaces, shall be concealed, unless noted otherwise. C. Neatly train and secure wiring inside boxes, equipment, and panelboards. D. All conduit and cables shall run parallel or perpendicular to building elements, except for short diagonal runs less than 3 feet. Support conduit and cables, including communications cables, with devices manufactured specifically for the intended use. E. Provide arc fault and ground fault circuit interupter protection in compliance with NEC 210. F. Core bore masonry penetrations. G. Seal penetrations in fire rated assemblies with fire caulk to maintain fire rating of the assembly. H. Provide temporary wiring and connections to maintain existing systems in service during construction. I. Provide power wiring to all transformers, relays, etc., required for HVAC controls. Extend existing using materials compatible with existing electrical installations, and as shown. J. Install ground electrodes and conductor as required to meet regulatory requirements. K. Provide bonding to meet regulatory requirements. L. Make electrical connections to utilization equipment in accordance with equipment manufacturer's instructions. Make conduit connections to equipment using flexible conduit. Use liquidtight flexible conduit in damp or wet locations. M. Identify electrical distribution and control equipment, and loads served with secure nameplates. Install wire markers on each conductor in panelboard gutters and at load connections. Provide NEW TYPEWRITTEN circuit directories for all new panels and for existing panels that have been substantially revised. N. Make arrangements and coordinate with the utility company to obtain permanent electric service with the project. O. Install utility services in accordance with utility company instructions. P. Measure ground resistance from system neutral connection at service entrance to convenient ground reference point by passing minimum current of 10 amperes DC and measuring voltage drop. Maximum resistance: 10 ohms. Report findings to architect. Q. Clean equipment finishes to remove paint and concrete splatters. 3.2EMERGENCY LIGHTING A. Install emergency lighting system according to NFPA 70 National Electric Code and NFPA 101 Life Safety Code. B. Ensure that no area of the means of egress will be unlighted due to the failure of one light bulb or lighting unit. C. Provide battery backup capable of maintaining required footcandle levels for a minimum period of 1 1/2 hours. D. Provide three extra of each lamp provided. 3.3CLOSEOUT DOCUMENTS A. Provide (1) hard copy and (1) digital copy of Operation & Maintenance manuals. B. Provide (1) full size hard copy and (1) digital copy of As-Built drawings. PART 1 -GENERAL 1.1SECTION REQUIREMENTS A. Summary: Provide addressable fire alarm system with manual and automatic alarm initiation. The system shall include, but not be limited to, all control equipment, power supply, initiating devices, audio and visual notification appliances as appropriate,conduit, wiring, fittings, and all other accessories necessary to provide a complete and operable system. B. Submittals 1. System operating description and device address list, coordinated with final system programming. 2. Submit system plans, connection diagrams, battery calculations, conductor types and sizes, voltage drop calculations, and component descriptions. 3. In addition to distribution requirements for submittals, make an identical submittal to authorities having jurisdiction. To facilitate review, include copies of annotated Contract Drawings as needed to depict component locations. C. Code compliance: The system in its entirety shall comply with the requirements of the local Authority Having Jurisdiction andbe in compliance with the current edition of all applicable fire and electrical codes, including (but not limited to): 1. NFPA 70 National Electrical Code 2. NFPA 72 National Fire Alarm Code 3. NFPA 101 Life Safety Code 4. Applicable State and Local Codes 5. UL listed and labeled. PART 2 -PRODUCTS 2.1ACCEPTABLE MANUFACTURERS: A. Notifier or approved equal. All related components shall be of the same manufacturer, or certified to be fully compatible with fire alarm panel. 2.2ALARM-INITIATING DEVICES A. Manual Pull Stations: Double acting, metal or plastic, red in color with molded, raised-letter operating instructions in contracting color. B. Smoke Detectors: UL 268, 24-V DC, photoelectric type, plug-in arrangement. C. Duct Smoke Detectors: UL 268A, with remote indicators: Remote LED alarm lamp compatible with detector.Lamp indication mimics detector. D. Thermal Detectors: Combination 135 deg F fixed-temperature and rate-of-rise unit. 2.3ALARM-INDICATING DEVICE A. Horns: Electric-vibrating-polarized type, 90 dB at 10 feet. B. Visual Alarm Device: Xenon-strobe lights with the word "FIRE" engraved in 1-inch-high letters. Rated Light Output: 75 candela, unless noted otherwise. 2.4WIRING A. Wire and cable shall be U.L. Listed for fire alarm use and shall be a minimum of 18 AWG or as required by local codes and Authority Having Jurisdiction. Raceways containing conductors identified as "Fire Alarm Control Panel" conductors shall not contain any other conductors. Wire in environmental air plenums not in raceway shall be plenum rated in compliance with NEC 760. No AC current carrying conductors shall be allowed in the same raceway with the emergency voice alarm communication detection and signaling conductors. All wiring shall be concealed except in utility spaces. B. Power-Limited Circuits: NFPA 70, Types FPL, FPLR, FPLP, or substitutes permitted by NFPA 70. PART 3 -EXECUTION 3.1INSTALLATION A. Install and test systems according to NFPA 72. Comply with EIA/TIA 570 requirements for light-commercial and residential occupancies. B. Manual Pull Stations: Mount semi-flush in recessed back boxes with operating handles 48 inches above finished floor or as indicated. C. Water-Flow Detectors and Valve Supervisory Switches: Connect for each sprinkler valve station required to be supervised. D. Smoke Detectors: Install ceiling-mounted detectors not less than 4 inches from a sidewall to the near edge. Install detectors located on the wall at least 4 inches but not more than 12 inches below the ceiling. For exposed solid joist construction, mount detectors on the bottoms of the joists. On smooth ceilings, install detectors not over 30 feet apart in any direction. Install detectors no closer than 5 feet from air registers. E. Audible Notification Appliances: Install not less than 80 inches above the finished floor, not more than 96 inches above finish floor, and at least 6 inches below the ceiling. Install bells and horns on flush-mounted back boxes with the device-operating mechanism concealed behind a grille or as indicated. Combine audible and visual notification appliances at the same location into a single unit. F. Visual Notification Appliances: Install not less than 80 inches above the finished floor; not more than 96 inches above finish floor, and at least 6 inches below the ceiling. G. Fire Alarm Control Unit: Surface mount with tops of cabinets not more than 6 feet above the finished floor H. Provide Digital Alarm Communicator Transmitter for connection to central monitoring agency in compliance with local code regulations. Connect to Owner's telephone lines. I. HVAC Control: All ducted HVAC units (excluding exhaust only) shall be shut down through the auxiliary contacts of the control panel after an alarm has been initiated from any point as shown on the plans. J. Provide sprinkler supervision. K. Ground cable shields and equipment. L. Wiring Method: 1. Install wiring "fished" in concealed spaces. 2. Secure to building elements. 3. Run parallel and perpendicular to building elements above suspended ceilings. 4. Run in metal raceways where indicated. 3.2FINAL TEST A. The contractor's job foreman, a representative of the owner, and the fire department shall operate every building fire alarm device to ensure proper operation and correct annunciation at the control panel. B. At least one half of all tests shall be performed on battery standby power. C. Where application of heat would destroy any detector, it may be manually activated. D. The signaling line circuits and notification appliance circuits shall be opened in at least two (2) locations to check for the presence of supervision. E. When the testing has been completed to the satisfaction of both the contractor's job foreman and the representatives of the owner, a notarized letter co-signed by each attesting to the satisfactory completion of said testing shall be forwarded to the owner and the fire department. F. The contractor shall leave the fire alarm system in proper working order, and, without additional expense to the owner, shallreplace any defective materials or equipment provided by him under this contract within one year (365 days) from the date of final acceptance by the awarding authority. G. Prior to final test, the fire department must be notified in accordance with local requirements. 3.3WARRANTY A.The contractor shall warrant all equipment and wiring free from inherent mechanical and electrical defects for one year from the date of final acceptance. REVISIONS ΔDESCRIPTIONDATE PANEL HP 208/120V 150A 1PH HOUSE PANEL MLO PANEL PA UNIT A 208/120V 225A 1PH MLO PANEL PB UNIT B 208/120V 225A 1PH MLO 1ST FLOOR BASEMENT PANEL PC UNIT C 208/120V 225A 1PH MLO 2ND FLOOR 3RD FLOOR 4TH FLOOR PANEL PD UNIT D 208/120V 225A 1PH MLO PANEL PE UNIT E 208/120V 225A 1PH MLO 400A FUSED SERVICE DISCONNECT (3PH/4W) SQD EZM3400FS WITH 300 V 400A CLASS T FUSES 200A 150A 3 POSITION 225A METER SOCKET (TYP OF 2) SQD EZM313125 WITH QD CIRCUIT BREAKERS (2) SETS OF #3/0 CU THWN IN 2" PVC, UNDERGROUND TO UTILITY POLE STABILOY MC CABLE: (3) #2/0, (1) #4 GND STABILOY MC CABLE: (3) 4/0, (1) #2 GND (TYP OF ALL APARTMENT FEEDS) 200A200A 200A 200A Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/2" = 1'‐0" 4/2/2020 4:17:02 PM E002 SCHEDULES & RISER DIAGRAM 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY LIGHTING FIXTURE SCHEDULE LIGHT FIXTURES ARE PRELIMINARY. CONFIRM WITH OWNER PRIOR TO SUBMITTING. TypeManufacturerModelDescripti onComments ARAB LightingVXBRLED13DGWall Mount LED Utility lightProvide photocell control. Use with reflector type RV100ST BCooper IndustriesS23-DIW-2L30-SR-4-U-DD-SI-S93-WWall Mount LED Strip lightFixtures shall have Lutron stairwell fixture solution controls utilitzing Lutron Digital Dimming Ballast/Drive and Concealed/Wireless control PowPak. Occupancy sensors shall be Lutron Paio PowrSavr. CAmex LightingLED-SM55DL-NKRecessed LED DownlightProvide photocell control for all exterior fixtures. DSeaGull Lighting6140401-962Pendant LED LightProvide LED lamp, 60 W equivalent. EM1LithoniaEU2CEmergency Light with (2) 1W lamps, Self Diagnostics Integrated battery back-up. EM2LithoniaLHQM LED R HO SDEmergency Light-Exit Sign, (2) 1.5W LED, Self Diagnostics, Remote Capacity Integrated battery back-up. EM3LithoniaELA-Q-L0309Emergency Remote HeadIntegrates with battery in nearby exit sign. Single 1.5W head. FNukaraVBL10LBNKLinear LED Vanity Light GLithoniaFMLRL 11 14830Flush-mounted 11" Round LED Ceiling Fixture JCooper IndustriesS23-DS-2L30-SR-4-U-DD-SI-S93-WCeiling mount LED Strip LightFixtures shall have lutron stairwell fixture solution controls utilitzing Lutron Digital Dimming Ballast/Drive and Concealed/Wireless control PowPak. Occupancy sensors shall be Lutron Paio PowrSavr. KLithoniaWST LED P1 50K VW 120 PE P1R1FC3V E20WC DNAXD LED Wall PackIntegrated motion detection, photosensor, and battery backup No Scale 1 ELECTRICAL RISER DIAGRAM REVISIONS ΔDESCRIPTIONDATE DW G G G A G A G A G A G TV G G W G G TV GDW G G G A G A G A G A G A TV G W G G G TV STAIR B 000B UTILITY ROOM M003 BIKE ROOM M002 HALL M001 STAIR A 000A BATH 008 BATH 007 BEDROOM 4 003 BEDROOM 3 004 BEDROOM 2 005 BEDROOM 1 006 KITCHEN 001 LIVING/DINING 002 ENTRY 009 PA PA 25 PA 22 PA 2 PA 6PA 23 PA 18 PA 24 PA 8 PA 20 PA 15,17 PA 11,13 MICROWAVE 76" AFF PA 9 DW WH-1 PA 7 WH-1 TO RECEPTACLES ABOVE SP-1 PH 6 PH TO RECEPTACLES ABOVE FACP PA 19,21 PA 26,28 PH 3 PH 5 PH 2 MAIN DISCONNECT METER SOCKETS 1 MC MC FC-2 PA 10,12 EWH-1 PH 12,14 EWH-1 PH 13,15 PH 16,18 WH-2 2 PH 21 PA 5 PA 5 78" AFF PH 1 PH 20,22 EWH-1 PB BEDROOM 1 102 BEDROOM 2 103 BEDROOM 3 104 BEDROOM 4 105 BEDROOM 5 106 STAIR B 100B STAIR A 100A TRASH ROOM M100 LIVING/DINING 101 KITCHEN 110 HALL 255 BATH 107 HALL 257 BATH 109 MECH CLOSET 108 PACKAGES M101 RA DW PB 1 PB 2,4 PB 3,5 PB 7 PB 6 PB 17 PB 13 PB 10,12 PB 8 PB 18 PB 16 MICROWAVE 76" AFF, TYP. WH-1WH-1 PB 19,21 PH 4 1 PB 29 PH 23 PB 14 FROM RECEPTACLE BELOW TO RECEPTACLE ABOVE FROM RECEPTACLE BELOW TO RECEPTACLE ABOVE PH 2 PH 5 PB 9 PB 11 78" AFF PB 15 REFRIG. 48" AFF, TYP. EWH-1EF-2 PH 17,19 PB 25,27 FC-1 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 4/2/2020 4:17:09 PM E101 BASEMENT & 1ST FLOOR POWER & DATA 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 1 BASEMENT POWER & DATA 1/4" = 1'-0" 2 1ST FLOOR POWER & DATA N KEYNOTE LEGEND Key ValueKeynote Text 1EC TO RUN COAX CABLE FROM UTILITY ROOM TO TV CABLE LOCATIONS IN CLOSETS IN ALL APARTMENTS. TERMINATE CABLE NEXT TO DUPLEX RECEPTACLE. CABLE FURNISHED BY OTHERS. COORDINATE LOCATIONS WITH OWNER. 2FAN COILS ARE POWERED FROM HEAT PUMPS ON ROOF. FAN COIL INTERNAL DUCT HEATERS ARE POWERED FROM PANELS. TYPICAL ALL UNITS. REVISIONS ΔDESCRIPTIONDATE DW G A G A G A G A G A G TV G W G G A G TV DW G A G A G A G A G A G TV G G G W G A TV PD PD 1 PD 5,7 PD 6,8PD 11,13 PD 3 PD 2 PD 15 PD 17 PD 19 PD 16 PD 21 PD 18,20 WH-1WH-1 1 PD 10 BEDROOM 1 302 BEDROOM 2 303 BEDROOM 3 304 BEDROOM 4 305 BEDROOM 5 306 STAIR B 300B STAIR A 300A BEDROOM 6 311 LIVING/DINING 301 KITCHEN 310 HALL 223 BATH 307 HALL 225 BATH 309 MECH CLOSET 308 BALCONY 312 PD 25,27 FROM RECEPTACLE BELOW TO RECEPTACLE ABOVE FROM RECEPTACLE BELOW TO RECEPTACLE ABOVE PH 2 PD 4 PD 29 PH 5 PD 30 PD 31 PD 14 78"AFF FC-1 PD 12 PC PC 14 PC 13 PC 11 PC 6 PC 7 PC 1 PC 2,4 PC 3,5 PC 18 WH-1WH-1 PC 19,21 PH 5 PC 28 1 FC-1 PC 25,27 BEDROOM 1 202 BEDROOM 2 203 BEDROOM 3 204 BEDROOM 4 205 BEDROOM 5 206 STAIR B A200B STAIR A 200A BEDROOM 6 211 LIVING/DINING 201 KITCHEN 210 HALL 13 BATH 207 HALL 15 BATH 209 MECH CLOSET 208 BALCONY 212 FROM RECEPTACLE BELOW TO RECEPTACLE ABOVE FROM RECEPTACLE BELOW TO RECEPTACLE ABOVE PC 29 PC 30 PC 15 DW PH 2 PC 16 PC 8 PC 31 PC 10,12 78"AFF PC 17 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL  RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 4/2/2020 4:17:14 PM E102 2ND & 3RD FLOOR POWER & DATA 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 1 3RD FLOOR POWER & DATA 1/4" = 1'-0" 2 2ND FLOOR POWER & DATA N KEYNOTE LEGEND Key ValueKeynote Text 1EC TO RUN COAX CABLE FROM UTILITY ROOM TO TV CABLE LOCATIONS IN CLOSETS IN ALL APARTMENTS. TERMINATE CABLE NEXT TO DUPLEX RECEPTACLE. CABLE FURNISHED BY OTHERS. COORDINATE LOCATIONS WITH OWNER. REVISIONS ΔDESCRIPTIONDATE G W DW G A G A G A G A G A G TV G W G A G G TV HP-2 APT #A BASEMENT HP-1 APT #B HP-1 APT #D HP-1 APT #E PA 14,16 PB 20,22 PD 22,24 PE 22,24 PH 11 PC 20,22 HP-1 APT #C WH-1WH-1 PE PE 1 PE 6,8PE 7,9 PE 10,12 PE 3 PE 2 PE 13 PE 15 PE 16 PE 17 PE 19,21 1 BEDROOM 1 402 BEDROOM 2 403 BEDROOM 3 404 BEDROOM 4 405 BEDROOM 5 406 STAIR B 400B STAIR A 400A BEDROOM 6 411 LIVING/DINING 401 KITCHEN 410 HALL 239 BATH 407 HALL 241 BATH 409 MECH CLOSET 408 BALCONY 412 PE 23 PE 25,27 PE 20 FROM RECEPTACLE BELOW FROM RECEPTACLE BELOW PE 29 DW PE 14 PE 18 PH 2 PH 5 PE 4 78"AFF PE 5 FC-1 PE 11 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITE M. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 4/2/2020 4:17:19 PM E103 4TH FLOOR & ROOF POWER & DATA 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 1 ROOF POWER 1/4" = 1'-0" 2 4TH FLOOR POWER & DATA N KEYNOTE LEGEND Key ValueKeynote Text 1EC TO RUN COAX CABLE FROM UTILITY ROOM TO TV CABLE LOCATIONS IN CLOSETS IN ALL APARTMENTS. TERMINATE CABLE NEXT TO DUPLEX RECEPTACLE. CABLE FURNISHED BY OTHERS. COORDINATE LOCATIONS WITH OWNER. REVISIONS ΔDESCRIPTIONDATE DW O S O S 3 3 S P S P S P S P S P S PS PS P S P SP S P 3 J J JJ DW 3 O S 3 3 S P S P S P S P S P S P S P S P S P S P S P J J JJJ 3 a D a D b G F F G c G d C d C d C d C STAIR B 000B UTILITY ROOM M003 BIKE ROOM M002 HALL M001 STAIR A 000A BATH 008 BATH 007 BEDROOM 4 003 BEDROOM 3 004 BEDROOM 2 005 BEDROOM 1 006 KITCHEN 001 LIVING/DINING 002 ENTRY 009 G GGG G G J J J J EM2 PA a b c c d EM1 EM1 EM1 EM1 B B TO "B" FIXTURES ABOVE PH 9 PH 7 PH 8 TO "B" FIXTURES ABOVE FACP PA 1 PA 4 1 EM3 2 2 3 4 PA 3 EF-1EF-1 K PH 10 BEDROOM 1 102 BEDROOM 2 103 BEDROOM 3 104 BEDROOM 4 105 BEDROOM 5 106 STAIR B 100B STAIR A 100A TRASH ROOM M100 LIVING/DINING 101 KITCHEN 110 HALL 255 BATH 107 HALL 257 BATH 109 MECH CLOSET 108 PACKAGES M101 PB RA B BB B GGG G J J G CC C C G GG F F WH-1WH-1 GG PB 24 PB 23 PH 10 1 K EM3 K 5 C C C EM2 EM2 EM1 EM1 G EF-2 EF-1 EF-1 PB 26 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 4/2/2020 4:17:27 PM E201 BASEMENT & 1ST FLOOR LIGHTING & FIRE ALARM 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS TO ALLOW FOR FUTURE INSTALLATION OF NOTIFICATION DEVICES TO MEET ADA REQUIREMENTS. TYPICAL FOR ALL BEDROOMS. 2OCCUPANCY SENSORS IN STAIR TO CONTROL LIGHTING ON SAME LEVEL AS OCCUPANCY SENSOR AND ON INTERMEDIATE LANDING ABOVE AND INTERMEDIATE LANDING BELOW. OCCUPANCY "ON-TIME" SHALL BE 1 MINUTE. UN-OCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. TYPICAL OF ALL. 3PROVIDE FIRE ALARM CONNECTIONS TO (3) TAMPER AND (1)FLOW SWITCHES. COORDINATE CONNECTIONS WITH SPRINKLER CONTRACTOR. 4OCCUPANCY SENSOR TO CONTROL ALL HALL OR ROOM LIGHTING. OCCUPANCY "ON-TIME" SHALL BE SET TO 5 MINUTES. UN-OCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. 5PROVIDE WEATHERPROOF STROBE AT FIRE DEPARTMENT CONNECTION. 1/4" = 1'-0" 1 BASEMENT LIGHTING & FIRE ALARM 1/4" = 1'-0" 2 1ST FLOOR LIGHTING & FIRE ALARMCIRCUITING AND SWITCHING SIMILAR ON FLOORS ABOVE EXCEPT AS INDICATED. N REVISIONS ΔDESCRIPTIONDATE DW S P S P S P S P S P S P S P S P S P S P S P J J JJJ J DW S P S P S P S P S P S P S P S P S P S P S P J J JJJ PC B B B B G GGG G CC C C G GG F F G G A G 1 WH-1FC-1WH-1 2 2 EM1 EM1 EM1 EM1 BEDROOM 1 202 BEDROOM 2 203 BEDROOM 3 204 BEDROOM 4 205 BEDROOM 5 206 STAIR B A200B STAIR A 200A BEDROOM 6 211 LIVING/DINING 201 KITCHEN 210 HALL 13 BATH 207 HALL 15 BATH 209 MECH CLOSET 208 BALCONY 212 G B B B B GGG G G CC C C G GG F F G G G A 1 2 2 WH-1FC-1WH-1 EF-1 EF-1 3 PD EM1 EM1 EM1 EM1 BEDROOM 1 302 BEDROOM 2 303 BEDROOM 3 304 BEDROOM 4 305 BEDROOM 5 306 STAIR B 300B STAIR A 300A BEDROOM 6 311 LIVING/DINING 301 KITCHEN 310 HALL 223 BATH 307 HALL 225 BATH 309 MECH CLOSET 308 BALCONY 312 G Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 4/2/2020 4:17:33 PM E202 2ND & 3RD FLOOR LIGHTING & FIRE ALARM 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 1 2ND FLOOR LIGHTING & FIRE ALARM 1/4" = 1'-0" 2 3RD FLOOR LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS TO ALLOW FOR FUTURE INSTALLATION OF NOTIFICATION DEVICES TO MEET ADA REQUIREMENTS. TYPICAL FOR ALL BEDROOMS. 2OCCUPANCY SENSORS IN STAIR TO CONTROL LIGHTING ON SAME LEVEL AS OCCUPANCY SENSOR AND ON INTERMEDIATE LANDING ABOVE AND INTERMEDIATE LANDING BELOW. OCCUPANCY "ON-TIME" SHALL BE 1 MINUTE. UN-OCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. TYPICAL OF ALL. 3BATHROOM FAN UNITS TO BE FURNISHED AND INSTALLED BY MC. EC TO MAKE ELECTRICAL CONNECTION TO UNITS. TYPICAL OF ALL. N REVISIONS ΔDESCRIPTIONDATE DW S P S P S P S P S P S P S P S P S P S P S P J J JJJ J B B B B GGG G G CC C C G GG F F G G G A 1 EF-1 EF-1 WH-1FC-1WH-1 2 3 3 PE EM1 EM1 EM1 EM1 BEDROOM 1 402 BEDROOM 2 403 BEDROOM 3 404 BEDROOM 4 405 BEDROOM 5 406STAIR B 400B STAIR A 400A BEDROOM 6 411 LIVING/DINING 401 KITCHEN 410 HALL 239 BATH 407 HALL 241 BATH 409 MECH CLOSET 408 BALCONY 412 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 4/2/2020 4:17:37 PM E203 4TH FLOOR LIGHTING & FIRE ALARM 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 1 4TH FLOOR LIGHTING & FIRE ALARM KEYNOTE LEGEND Key ValueKeynote Text 1PROVIDE WIRING AND BLANK COVER PLATE TO J-BOX LOCATIONS IN ALL BEDROOMS TO ALLOW FOR FUTURE INSTALLATION OF NOTIFICATION DEVICES TO MEET ADA REQUIREMENTS. TYPICAL FOR ALL BEDROOMS. 2BATHROOM FAN UNITS TO BE FURNISHED AND INSTALLED BY MC. EC TO MAKE ELECTRICAL CONNECTION TO UNITS. TYPICAL OF ALL. 3OCCUPANCY SENSORS IN STAIR TO CONTROL LIGHTING ON SAME LEVEL AS OCCUPANCY SENSOR AND ON INTERMEDIATE LANDING ABOVE AND INTERMEDIATE LANDING BELOW. OCCUPANCY "ON-TIME" SHALL BE 1 MINUTE. UN-OCCUPIED LIGHTING LEVELS SHALL BE 20% OF OCCUPIED LEVELS. TYPICAL OF ALL. N REVISIONS ΔDESCRIPTIONDATE Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 4/2/2020 4:17:38 PM E601 PANEL SCHEDULES 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY Legend: Total Amps:223 A189 A Total Load:23,68219,690 29Space----0 / 0120 ASpare30 27Space----0 / 2,750-----25Receptacles - BR4, Living/Dinign (AFCI)15 A11,440 / 2,750240 AWater Heater26,28 23Receptacle - Bathroom (AFCI)20 A1180 / 360120 AReceptacle - Kitchen (AFCI)24 ------2,750 / 1,440115 AReceptacle - BR 2,3 (AFCI)22 19,21Water Heater40 A22,750 / 180120 AWasher (AFCI)20 ------4,000 / 360120 AKitchen Receptacle (AFCI)18 15,17Electric Range40 A24,000 / 3,120-----------2,750 / 3,120240 AHeat Pump (Roof)14,16 11,13Dryer30 A22,750 / 2,184-----9Microwave (AFCI)20 A11,000 / 2,184230 ADuct Heater (in Fan Coil)10,12 7Dishwasher15 A1600 / 600115 ARefrigerator (AFCI)8 5Receptacle - Internet (AFCI)20 A1360 / 180120 AReceptacle - Bathroom (AFCI)6 3Bath Fans15 A198 / 118115 ALighting4 1Lighting15 A188 / 1,260115 AReceptacle - BR1, Entry (AFCI)2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:NEMA 1 Mounting:RecessedWires:3Mains Rating:225 A Supply From:Meter StackPhases:1Mains Type:MLO Location:ENTRY 009Volts:120/208 SingleA.I.C. Rating:22kAIC Branch Panel:PA Legend: Total Amps:212 A205 A Total Load:22,15221,314 29Receptacle - Bathroom (AFCI)20 A1180 / 0----Space30 ------2,184 / 0120 ASpare28 25,27HVAC20 A22,184 / 98120 ABath Fans26 23Lighting15 A1116 / 124115 ALighting24 ------2,750 / 3,120-----19,21Water Heater40 A22,750 / 3,120240 AHeat Pump (Roof)20,22 17Refrigerator (AFCI)15 A1180 / 180120 AReceptacle - Bathroom (AFCI)18 15Receptacle - Kitchen (AFCI)20 A1180 / 1,000120 AMicrowave (AFCI)16 13Receptacle - Kitchen (AFCI)20 A1540 / 180115 ADishwasher14 11Washer (AFCI)20 A1180 / 4,000-----9Receptacle - Internet (AFCI)20 A1360 / 4,000240 AElectric Range10,12 7Receptacle - BR1, Hall (AFCI)15 A11,260 / 900115 AReceptacles - Living/Dining (AFCI)8 ------2,750 / 1,440115 AReceptacle - BR2,3 (AFCI)6 3,5Water Heater40 A22,750 / 2,750-----1Receptacle -BR4,5 (AFCI)15 A11,440 / 2,750230 ADryer2,4 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT PANELS PC, PD, PE SIMILAR. CIRCUITS REQUIRING ARC-FAULT PROTECTION SHALL BE PROTECTED BY ANY ACCEPTABLE MEANS IDENTIFIED IN NEC 210.12(A). Notes: Enclosure:NEMA 1 Mounting:RecessedWires:3Mains Rating:225 A Supply From:Meter StackPhases:1Mains Type:MLO Location:HALL 257Volts:120/208 SingleA.I.C. Rating:22kAIC Branch Panel:PB Legend: Total Amps:137 A109 A Total Load:14,73811,322 29Space----0 / 0----Space30 27Space----0 / 0----Space28 25Space----0 / 0----Space26 23Receptacle20 A1180 / 0120 ASpare24 21Receptacle20 A1180 / 2,000-----------2,000 / 2,000220 AElectric Heat20,22 17,19Electric Heat20 A22,000 / 2,250-----------2,000 / 2,250220 AWater Heater WH-216,18 13,15Electric Heat20 A22,000 / 2,000-----11Receptacle20 A1180 / 2,000220 AElectric Heat12,14 9Lighting20 A1883 / 305120 ALighting10 7Lighting20 A169 / 83120 ALighting8 5Receptacle - North Stair20 A1900 / 600120 ASump Pump6 3Fire Alarm Panel20 A1200 / 360120 AReceptacles - Trash Room4 1Receptacle20 A1720 / 900120 AReceptacle - South Stair2 CKTCircuit DescriptionTripPoles AB PolesTripCircuit DescriptionCKT Notes: Enclosure:NEMA 1 Mounting:SurfaceWires:3Mains Rating:150 A Supply From:Meter StackPhases:1Mains Type:MLO Location:UTILITY ROOM M003Volts:120/208 SingleA.I.C. Rating:22kAIC Branch Panel:PH REVISIONS ΔDESCRIPTIONDATE Electrical, Plumbing, Mechanical/126 College Ave Mechanical Permit Set 2020.04.20.pdfP:\Design\R-Z\Visum 126 College Ave - 19491\3. Drawings\MEPS Revit\126 College Ave MEP Central Revit 2019_TaitemEngineering.pdf M C T S EXHAUST GRILLE RETURN GRILLE SUPPLY DIFFUSER VOLUME DAMPER FIRE DAMPER CONTROL DAMPER LEGEND CONNECT TO EXISTING MASTER THERMOSTAT TIME CLOCK DEMOLISHED EXISTING TO REMAIN THERMOSTAT ROOM SENSOR FLEX DUCT Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/8" = 1'‐0" 4/20/2020 4:02:09 PM M001 NOTES & LEGEND 201635 126 COLLEGE AVE 4/20/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY SEQUENCE OF OPERATIONS Part 1 -GENERAL 1.1SUBMITTALS A.Provide electronic (pdf) submittals of the following: 1.Equipment 2.Equipment pads 3.Lineset tubing and insulation 4.Rigid and flexible duct 5.Duct insulation 6.Registers, grilles, louvers, wall caps 7.Ductwork shop drawings B.Testing and Balancing report air-side (all supply/return/ventilation/exhaust registers). AABC or NEBB qualified balancer. C.Closeout 1.Operation and Maintenance Manual 2.As-Built drawings PART 2 -PRODUCTS 2.1HEATING AND COOLING SPLIT SYSTEM A.System shall be a variable refrigerant flow series DX split type air conditioner using multiple indoor units of varying type and size, an inverter driven outdoor condensing unit and a direct digital control system to ensure an efficiently controlled, operated and engineered system. B.There shall be a 5 year warranty on the compressor and 1 year plus extended on all other parts. A certified contractor shall install the system to receive the extended warranty. C.Refrigerant circuit 1.The refrigerant circuit shall include manufacturer supplied Y-branches or Header fittings to connect to single or multiple (ducted, non-ducted or mixed) indoor units to effectively and evenly distribute refrigerant throughout the VRF system. 2.All field installed refrigerant pipes between outdoor unit and Y-branch or Header and from Y-branch or Header to indoor units shall be field provided. Each pipe shall be insulated separately. 3.Factory installed microprocessor controls in the outdoor unit, and indoor units shall perform functions to efficiently operate the VRF system. 4.Communication between components shall be provided via a field provided and installed 18 AWG shielded wire pair and terminated in a RS485 daisy chain configuration. 5.Outdoor Unit shall be capable of continuous operation between the following outdoor ambient range. Operation outside of these conditions is possible and may involve non-continuous operations. a.Cooling: 23°F DB to 122°F DB b.Heating: -4°F WB to 61°F WB 6.The system shall be capable of operating at an elevation of at lease 164 feet above or 131 feet below the indoor units. 7. All field provided piping shall be de-hydraded ACR copper pipe. Other pipe materials shall not be allowed. 2.2FAN COIL 1.The fan coil unit shall be designed to operate in the vertical (upflow) configuration or horizontal (left) end discharge. 2.Unit shall be equipped with factory installed temperature thermistors for: a.Return air 1.Refrigerant entering coil 2.Refrigerant leaving coil 3.Unit shall have the following functions as standard: a.Self-diagnostic function b.Auto addressing 1.Auto restart function d.Auto changeover function (Heat Recovery system only) 1.Auto operation function 2.Child lock function 3.Forced operation 4.Dual thermistor control 5.Sleep mode 6.External static pressure (ESP) control 7.Dual setpoint control 8.Multiple aux heater applications 9.Filter life and power consumption display 2.3DUCTWORK A.Metallic ductwork 1.Sheet metal per SMACNA HVAC Duct Construction Standards -Metal and Flexible, low pressure requirements. a.Round ducts 1)12" or less: 30 gauge 2)Over 12": 26 gauge b.Rectangular ducts 1)36" or less: 30 gauge 2)Over 36": 26 gauge c.Fabricate round and rectangular duct hangers and supports from materials and methods outlined in SMACNA -Low Pressure Duct Construction Standards, 5th Edition. d.All ductwork is to be rigid. e.Duct sizing -Pressure drop shall be no more than 0.1" SP/100 feet of duct. B.Insulation 1.All fiberglass products shall be fornaldehyde-free. 2.Duct insulation in conditioned spaces: Supply R-5; Return none. 3.Duct insulation in unconditioned spaces: Supply and Return R-8. C.Duct sealant options: a.RCD Corp Mastic #6, Hardcast Iron-Grip 601, or equal, with fiberflass mesh tape, UL 181. b.Automated aerosolized sealant: Aeroseal or approved equal. D.Registers and grilles 1.Wall supply registers: Hart & Cooley with opposed blade damper. 2.Wall return grilles: Hart & Cooley 3.Exterior louvers: Alumininum, drainable, depth to coordinate with wall construction. 4.Provide register and louver frame styles compatible with mounting surface. 5.All registers types, colors, and locations are to be coordinated with architect. E.Dryer Duct & Makeup Air 1.30 ga. galv or aluminum, 4"ø rigid metal . 2.Exhaust ducts for domestic clothes dryers shall have a smooth interior finish. The entire exhaust system shall be supported and secured in place. The male end of the duct at overlapped duct joints shall extend in the direction of airflow. Clothes dryer transition ducts used to connect the appliance to the exhaust duct system shall be metal and limited to a single length not to exceed 8 feet in length and shall be listed and labeled for the application. Transition ducts shall not be concealed within construction. 3.Provide clean out at all vertical sections of dryer exhuast duct. 4.Seal all penetrations with non-combustible material. 2.4MECHANICAL IDENTIFICATION A.Plastic Nameplates: All equipment is to have laminated three layer black plastic with engraved white letters. Tag size minimum 1½”square. B.Plastic Tape Pipe Markers: All ducts and pipes are to have flexible, vinyl film tape with pressure sensitive adhesive backing and printed markings. Green background with white letters. 2.5CONTROLS A.Provide all controls as required on the schedules and to implement Sequence of Operation described on this sheet. PART 3 -EXECUTION 3.1INSTALLATION A.General 1.Install all equipment per manufacturer's instructions and standard trade practices. Set units level and plumb. Provide vibration isolation in between the condensing unit and the base stand. 2.All equipment shall have vibration isolation incorporated into the support system. 3.Provide clearances as specified by the manufacturer. 4.Provide access panels for concealed equipment, valves, dampers. 5.Coordinate locations of all equipment with architectural drawing. 6.Provide electric power, per NEC. Verify compatibility with equipment power characteristics. Provide new circuit breakers as required. Label breakers with neat, permanent markings. 7.All work is to be done in accordance with 2015 Uniform Code with 2016 NYS supplements. B.Refrigerant Piping 1.Size and insulate refrigerant piping per manufacturer's instructions. Provide UV protectant coating for exposed exterior insulation. Comply with ASHRAE 15. Exterior pipes shall be encased in a PVC pipe cover. C.Ductwork 1.All duct shall be galvanized steel unless noted otherwise. Fiberglass ductboard NOT permitted. 2.Provide flexible connection to vibration producing equipment. 3.Maximum 6 feet of flexible duct for connection to registers and diffusers only. Install properly supported with no kinks or sharp bends. Seal connections with adhesive and ties per Manufacturer's instructions. 5.Maximum of 8 feet total in runs of flexible duct for exhaust fans. 6.All mitered duct elbows are to be equipped with air-turning vanes. All radiused duct elbows are to have minimum interior radius equal to one times the duct width (width being duct dimension in direction of radius). 7.Provide duct transitions as required for clearance and duct crossovers. 8.All duct dimensions listed on plans are inside clear dimensions. 9.Install fire dampers in all ductwork greater than 100 square inches that penetrates a fire rated wall or barrier. D.Duct Sealing 1.Seal all duct joints according to one of the specified products. Method of application per manufacturer's instructions. The supply ducts shall have air losses of less than 10% of the total air flow volume measure at the fan or air-moving device. 3.2COMMISSIONING, TESTING, AND BALANCING A.Equipment to be commissioned 1.Split System HVAC equipment 2.Fan/coil units 3.Exhaust fan 4.Controls B.Equipment checkout and startup 1.Verify proper installation, initial settings, and calibration of all controls and valves. 2.Provide startup as specified by manufacturer. 3.Verify sequence of operation as directed by the specifications and the manufacturer. 4.Verify all safety controls. A.VRF SPLIT SYSTEM: 1.During unoccupied periods as determined by 7 day time clock, the system shall be set back to adjustable setpoint temperatures. 2.During occupied periods as determined by 7 day time clock, the system shall respond to setpoint temperatures. Each fan coil shall have a thermostat for heating and cooling setpoints. The unit shall remain on until setpoint is reached. 3.The VRF system is to be the primary heating/cooling system to reach setpoint temperatures. A.In heating mode, the VRF thermostat shall call for heat from the fan coil and the fan coil shall remain on until satisfying setpoint temperature. If the space temperature cannot be satisfied and the temperature drops 3 degrees below setpoint temperature, the 2nd stage heat 24 Volt DC output shall energize the electric heat relays. The electric heat will be integral to the fan coil. B.In cooling mode, the VRF thermostat shall shall call for cooling from the fan coil and the fan coil shall remain on until satisfying setpoint temperature. B.BATHROOM EXHAUST FANS: 1.The bathroom exhaust fans shall run continuously, each exhausting 50 CFM. The trash room exhaust fan shall run continuously at 100 CFM. C. ELECTRIC WALL HEATER 1.In the stairwells, there shall be an internal thermostat with lockout that is to control setpoint temperatures. Upon a call for heat, the heater shall turn on and remain on. Upon setpoint being satisfied, the heater shall turn off and remain off. C.Measurements and Adjustments 1.Measure all air flows, temperatures and other characteristics as indicated in the drawings and specifications or required by the manufacturer. 2.Measure motor currents. 3.Measure temperature rise or drop as appropriate through fan coils. 4.Adjust equipment for smooth, quiet operation. Lubricate as directed by the manufacturer 5.For outdoor condensing and heat pump units, measure and report: 5.1.Outdoor air temperature 5.2.Superheat 5.3.Subcooling 5.4.Final refrigerant charge D.Reports 1.Provide written test and balance report, including sequences tested. 2.Identify equipment, date and time of test. 3.Provide design, initial, and final airflow values. 4.Report shall be signed by Contractor and Owner's representative. E.Training 1.Provide a minimum 4 hours of on site training and instructions of the system operation. Schedule training with Owner in writing to allow for attendance by maintenance staff. Obtain Owner signoff for completion of training. 3.3O&M AND AS BUILTS A.Provide (1) hard copy and (1) digital copy of O&M manuals. BProvide (1) full size hard copy and (1) digital copy of as-built drawings. MECHANICAL SPECIFICATIONS REVISIONS ΔDESCRIPTIONDATE BEDROOM 4 003 104 SF BEDROOM 3 004 97 SF BEDROOM 2 005 107 SF BEDROOM 1 006 107 SF ENTRY 009 52 SF KITCHEN 001 177 SF LIVING/DINING 002 265 SF STAIR B 000B 94 SF UTILITY ROOM M003 97 SF BIKE ROOM M002 118 SF HALL M001 73 SF STAIR A 000A 90 SF FC-2 F 310 B 710 A 100 A 100 A 100 A 10018"x8" 18"x8" 10"x8" 20"x6" 20"x8" EF-1 EF-1 EWH-1 EWH-1 E 6"ø CONNECT TO DRYBOX DB-480 2 M102 6" OUTDOOR AIR DUCT UP IN JOIST SPACE PROVIDE CEILING RADIATION DAMPER PROVIDE 1HR FIRE DAMPER 10"x8" 4"ø DUCT IN LOWERED CEILING DUCT UP IN JOIST SPACE 6"ø 12"x6"12"x6"12"x6" 6"ø 6"ø FLATTEN DUCTS 6" DOWN TO KITCHEN EXHAUST DUCTS IN LOWERED CEILING EWH-1 EEE E DUCT UP IN JOIST SPACE 3 1/4"x10" STACK DUCTS 4"ø 6"ø 6"ø 6"ø BEDROOM 1 102 BEDROOM 2 103 BEDROOM 3 104 BEDROOM 4 105 BEDROOM 5 106 STAIR B 100B STAIR A 100A TRASH ROOM M100 LIVING/DINING 101 KITCHEN 110 HALL 255 BATH 107 HALL 257 BATH 109 MECH CLOSET 108 PACKAGES M101 FLATTEN DUCT CONNECT TO DRYBOX DB-480 PROVIDE CEILING RADIATION DAMPER 6" OUTDOOR AIR DUCT UP IN JOIST SPACE DUCTS IN SOFFIT SPACE DUCT IN LOWERED SOFFIT DUCT IN LOWERED CEILING, TYPICAL A 100 F 210 6"ø A 100 6"ø 8"ø 20"x6" 16"x6" 20"x8" 10"x8" EF-1 6"ø 6"ø A 100 A 100 A 100 A 100 A 100 12"x6"12"x6"12"x6" 12"x6" 4"ø 6"ø EF-1 C E EF-2 6"ø FLATTEN DUCT D PROVIDE R-8 DUCT INSULATION FC-1 EWH-1 FC-1 16"x6" 20"x8" A 100 F 210 A 100 A 100 A 100 A 100 10"x8" FLATTEN DUCT EF-1 EF-1 A 100 4"ø E 6"ø 6"ø 8"ø 6"ø 8"ø 12"x6" LIVING/DINING 201 KITCHEN 210 BEDROOM 6 211 BEDROOM 5 206 BEDROOM 3 204 BEDROOM 2 203 BEDROOM 1 202 BEDROOM 4 205 BATH 207 BATH 209 STAIR B A200B STAIR A 200A CONNECT TO DRYBOX DB-480 12"x6"12"x6"12"x6" A 100 20"x6" G 6"ø 6"ø PROVIDE CEILING RADIATION DAMPER 6" OUTDOOR AIR DUCT UP IN JOIST SPACE DUCTS IN SOFFIT SPACE DUCT IN LOWERED SOFFIT DUCT IN LOWERED CEILING, TYPICAL Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'-0" 4/20/2020 4:20:36 PM M100 FLOOR PLANS 201635 126 COLLEGE AVE 4/20/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 1 BASEMENT FLOOR PLAN -MECHANICAL REVISIONS ΔDESCRIPTIONDATE 1/4" = 1'-0" 2 FIRST FLOOR PLAN 1/4" = 1'-0" 3 TYPICAL FLOORS 2-4 PLAN -MECHANICAL HP-2 APT #A BASEMENT HP-1 APT #B HP-1 APT #D HP-1 APT #E HP-1 APT #C 1ST SUB FLOOR 673.50' MAX GRADE 671.71' AVERAGE GRADE PLANE 667.26' BASEMENT 664.17' T.O. FOUNDATION 672.50' 1ST SUB FLOOR 0' -0" MAX GRADE -1' -9 1/2" AVERAGE GRADE PLANE -6' -2 7/8" BASEMENT -9' -4" T.O. FOUNDATION -1' -0" PROVIDE CEILING RADIATION DAMPER FOR PENETRATIONS THROUGH RATED CEILING FC-2 PROVIDE CUSTOM STEEL FRAME PROVIDE FILTER ACCESS SECTION AND FILTER Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION As indicated 4/20/2020 4:02:27 PM M102 ROOF  PLAN MECHANICAL 201635 126 COLLEGE AVE 4/20/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 1 ROOF PLAN -MECHANICAL 1/2" = 1'-0" 2 SECTION VIEW -DUCT PENETRATIONS REVISIONS ΔDESCRIPTIONDATE Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 4/20/2020 4:02:27 PM M201 SCHEDULES 201635 126 COLLEGE AVE 4/20/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY FAN COIL SCHEDULE TypeManufacturerModelDescri ptionAir Flow cfmESP, in. WC Cooling Btu/HrHeating LengthWidthHeightWeight, lbs ELECTRICAL Comments TotalBtu/HrVoltagePhaseMCA FC-1MITSUBISH ELECTRICSVZ-KP36NASingle Zone Vertical Air Handler Unit 9100.336,00040,0001' - 9"1' - 9"3' - 7"119208 V15 AProvide 5 kW electric heater accessory and all required controls. Provide MH2 KUMO TOUCH programmable thermostat. Provide custom steel angle frame and mount unit 18" AFF. Provide return plenum filter assembly to fit 2" filter. Provide hard PVC condensate piping to washing machine condensate acceptor on floor below. Furnish disconnect. FC-2MITSUBISH ELECTRICSVZ-KP24NASingle Zone Vertical Air Handler Unit 7350.324,00028,0002' - 4"1' - 5"3' - 3"93208 V15 AProvide 5 kW electric heater accessory and all required controls. Provide MH2 KUMO TOUCH programmable thermostat. Provide custom steel angle frame and mount unit 18" AFF. Provide return plenum filter assembly to fit 2" filter. Provide hard PVC condensate piping to washing machine condensate acceptor on floor below. Furnish disconnect. AIR TERMINAL SCHEDULE TypeManufacturerModelDescriptionMaterial & ColorBorder Type NECK SIZE Comments WidthHeight ATruaire102Adjustable Supply Grille with Double Deflection Steel - Titus - 26 WhiteSurface Mount12"6" BTruaire170Return GrilleSteel - Titus - 26 WhiteSurface Mount24"18" CXVENTDHEB-64R-F6x4 exhaust capPlastic, Opaque WhiteSurface Mount8 3/4"13"Final color selection by owner , 8 weeks lead time remove dampers DXVENTDHEB-66-F6x6 exhaust capPlastic, Opaque WhiteSurface Mount8 3/4"13"Final color selection by owner , 8 weeks lead time remove dampers EXVENT6SEB-F6" intake capPlastic, Opaque WhiteSurface Mount6"6"Final color selection by owner , 8 weeks lead time remove dampers FTruaire101MWall RegisterSteel - Titus - 26 WhiteSurface Mount20"6" GXVENTTHEB-446L-S6x4x6 exhaust cap exhaust capPlastic, Opaque WhiteSurface Mount13"8 3/4"Final color selection by owner , 8 weeks lead time remove dampers EXHAUST FAN SCHEDULE TypeManufacturerModelDescriptionAir Flow CFM Exhaust External Static PressureSonesWeight, lbs ELECTRICAL Comments VoltagePhaseMCA EF-1GreenheckSP-A70-VGCeiling mounted bathroom exhaust fan500.65.712120 V10.3 AProvide speed controller, mounting hardware EF-2GreenheckSP-B150Ceiling mounted bathroom exhaust fan1250.75.712120 V10.3 AProvide speed controller, mounting hardware HEAT PUMP SCHEDULE TypeManufacturerModelDescription Cooling EER Heating COPLengthWidth Heigh t Weight, lbs ELECTRICAL Comments Total Btu/Hr Sensible Btu/Hr Capacity Btu/HrVoltagePhaseMCA HP-1MITSUBISH ELECTRIC SUZ-KA36NA2Air Source Heat Pump33,0008.836,0003.2437"13"55"207208 V117.0 AProvide 24" tall Quicksling stand, base pan heater, wind baffles. Furnish disconnect. HP-2MITSUBISH ELECTRIC SUZ-KA24NA2Air Source Heat Pump25,30012.528,0003.2437"13"55"207208 V117.0 AProvide 24" tall Quicksling stand, base pan heater, wind baffles. Furnish disconnect. ELECTRIC WALL HEATER SCHEDULE Type MarkManufacturerModelDescrip tionWattsVoltagePhase EWH-1QmarkSSHO4008Electric Wall Heater4000208 V1 REVISIONS ΔDESCRIPTIONDATE Electrical, Plumbing, Mechanical/126 College Ave Plumbing Permit Set 2020.03.30 (1).pdfC:\Users\Fred.Fred-NEW\Documents\_Revit Local\126 College Ave MEP Central Revit 2019_TaitemEngineering.pdf WASTE WASTE BELOW FLOOR VENT COLD HOT BALL VALVE GATE VALVE CHECK VALVE PRESSURE REDUCING VALVE VENT THRU ROOF VTR LEGEND 2 LINE PIPE -BORDER INDICATES TYPE AIR ADMITTANCE VALVE AAV ABOVE FINISH FLOOR AAF DOUBLE CHECK VALVE OS&Y VALVE PLUMBING NOTES Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TA ITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 4/2/2020 3:05:45 PM P001 NOTES, SCHEDULES, & LEGEND 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PART 1 -GENERAL 1.1SUBMITTALS A. Provide electronic (pdf) submittals for: B. Fixtures, water heaters, valves, hydrants, floor drains, roof drains, cleanouts. C. Closeout: 1. Operation and Maintenance Manual. 2. As-Built drawings. PART 2 -PRODUCTS 2.1DOMESTIC WATER PIPING A. PIPES AND TUBES 1. Hard Copper Tube: ASTM B 88, Type L, water tube, drawn temper. 2. Soft Copper Tube: ASTM B 88, Types K and L, water tube, annealed temper. 3. PEX tubing: ASTMF877, SDR9 PEX tube and ASTMF1807. 4. Ductile-Iron Pipe: AWWA C151, Classes 50 and 51; mechanical or push-on joint; with AWWA C104 cement-mortar lining. B. PIPE APPLICATIONS 1. Above ground: a. Hard copper tube, Type L; wrought-copper or cast-copper-alloy pressure fittings; copper unions; bronze flanges; with lead-free solder joints. b. PEX tubing with metal insert-type fittings with copper crimp rings. A. Support for bare PEX tubing: 1. Up to 1_ tubing: 32 inches. 2. Over 1_ tubing: 48 inches. B. Supports for commercial applications: Uponor Pex-a Pipe continuous support. 1. Plenum applications: minimum 48-inch length; maximum 10 inches between supports; maximum 5 inches from fitting centerline. 2. Below ground 2" and smaller: 1. Type K copper with flare or compression joints. 2. PEX with metal insert-type fittings with copper crimp rings. 3. Below ground greater than 2": a. Ductile-Iron Pipe with mechanical or push-on joints. C. INSULATION 1. Mineral-Fiber, Preformed Pipe Insulation: Comply with ASTMC547, TypeI, GradeA, with factory-applied ASJ and PVC fitting covers. 2. On PEX piping only: Flexible Elastomeric, closed-cell, sponge-or expanded-rubber materials. Comply with ASTMC534, TypeI for tubular materials. a. Seal longitudinal seams and end joints with adhesive to eliminate openings in insulation that allow passage of air to surface being insulated. b. Insulation Installation on Pipe Fittings: Install mitered sections of pipe insulation. Secure insulation materials and seal seams with adhesive to eliminate openings in insulation that allow passage of air to surface being insulated. 3. Hot water and recirculation piping: 1" thick 4. Cold water piping: None 5. Insulate all penetrations of concrete slabs with ½" closed cell foam. D. FIRE CAULK MATERIAL 1. Comply with ASTM E 119. 2.2SANITARY WASTE AND VENT PIPING A. PIPES AND TUBES 1. PVC Plastic, DWV Pipe: ASTM D 2665, Schedule 40, plain ends. 2. PVC Plastic, SDR-35 3. Copper Drainage Tube: ASTM B 306, Type DWV, drawn temper 4. Hub-and-Spigot, Cast-Iron Soil Pipe: ASTM A 74, Service class 5. Hubless, Cast-Iron Soil Pipe: CISPI 301 B. PIPE APPLICATIONS 1. Aboveground Applications: a. Hubless, cast-iron soil pipe and fittings. b. Copper drainage tube and fittings with soldered joints. c. PVC plastic, DWV pipe and fittings with solvent-cemented joints permitted subject to local code enforcement approval. Install PVC soil and waste drainage and vent piping according to ASTM D2665 "Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings". 2. Belowground Applications: a. Hub-and-spigot, cast-iron soil pipe and fittings. b. PVC plastic, DWV pipe and drainage-pattern fittings with cemented joints permitted subject to local code enforcement approval. • Install underground PVC soil and waste drainage piping according to ASTM D2321 "Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other GravityFlow Applications", and the manufacturer’s instructions. • The pipe must be uniformly and continuously supported over its entire length on firm, stable material. Proper bedding and haunching materials are dependent on local soil conditions and type. Follow classes of embedment and backfill materials called-out in Table 1 “Pipe Stiffness Values for PVC Pipe”ASTM D 2321. The trench bottom should be continuous, relatively smooth and free of rocks. Where ledge rock, hardpan or boulders are encountered, it is necessary to pad the trench bottom with proper bedding using a minimum of six (6) inches of suitable bedding beneath the pipe as a cushion and for protection of the pipe from damage. • Embedment materials (initial backfill) shall be placed by methods that will not disturb or damage the pipe. The haunching material placed in the area between the bedding and the underside of the pipe shall be worked-in and hand tamped prior to placing and compacting the remainder of the embedment material in the pipe zone. Install and compact bedding materials in 6-inch maximum layers within the pipe zone. Compaction techniques and equipment used must not contact or damage the pipe.. C. AIR ADMITTANCE VALVES. 1. Air admittance valves shall be permitted only where shown or noted on drawings. 2. Air admittance valves shall be installed a. in conformance with the Plumbing Code of NYS. b. in accessible ventilated areas c. a minimum of 4 inches above the horizontal branch drain or fixture drain being vented. D. PIPING INSTALLATION 1. Install in conformance with New York State plumbing code and local authorities. Install cleanouts every 75 feet, exterior, every 50 feet, interior, and where shown. Inspect and test piping systems following procedures of authorities having jurisdiction. 2.3FIXTURES -GENERAL A. Per Drawing Schedules 1. White fixtures with polished chrome trim unless noted otherwise. 2. Provide all supply and waste connection fittings in matching finish. Connections within cabinets may be copper supplies and PVC waste.Insulate fittings below ADA sinks and lavatories. 3. Garvin or equal. a. All stainless, twist-close, sink basket strainer. 4. McGuire Manufacturing or equal. a. Quarter-turn stops with loose key handles. b. Chrome supply nipples. c. Stainless steel escutcheons. d. 17 ga. chrome traps and tailpieces. e. Brass or stainless steel slip nuts. 5. Truebro Undersink Piping Covers or equal. B. Flush handle on wide side of stall for ADA toilets and urinals. C. Provide backing or carrier for wall mounted fixtures. PART 3 -EXECUTION 3.1COORDINATION A. Coordinate all service interruptions with Owner. Provide minimum 48 hours notice. B. Coordinate with other trades to avoid conflicts. 3.2INSTALLATION A. Install gate valves at service entrance and meter bypass. Install ball valves on all equipment connections, and risers. Support vertical piping at each floor. Provide for thermal expansion and noise isolation. B. Install fixtures with flanges and gasket seals. C. Install flushometer valves for accessible water closets and urinals with handle mounted on wide side of compartment. Install other actuators in locations that are easy for people with disabilities to reach. D. Install tanks for accessible, tank-type water closets with lever handle mounted on wide side of compartment. E. Fasten wall-hanging plumbing fixtures securely to supports attached to building substrate when supports are specified, and to building wall construction where no support is indicated. F. Fasten floor-mounted fixtures to substrate. G. Fasten counter-mounting plumbing fixtures to casework. H. Secure supplies to supports or substrate within pipe space behind fixture. I. Set shower receptors and mop basins in leveling bed of cement grout as directed by manufacturer. J. Install individual supply inlets, supply stops, supply risers, and tubular brass traps with cleanouts at fixture. K. Omit traps on fixtures having integral traps. Omit traps on indirect wastes, unless otherwise indicated. L. Where hot water recirculation systems are required, the recirculation pump shall start upon receiving a signal from the action of a user of a fixture or appliance sensing the flow of hot or tempered water to a fixture fitting or appliance. The control shall limit the temperature of the water entering the cold water piping to 104℉. M. Install disposers in sink outlets. N. Install hot-water dispensers in back top surface of sink or in counter with spout over sink. O. Install escutcheons at wall, floor, and ceiling penetrations in exposed, finished locations and within cabinets and millwork. Use deep-pattern escutcheons where required to conceal protruding pipe fittings. P. Seal joints between fixtures and walls, floors, and counters using sanitary-type, one-part, mildewresistant, sealant. Match sealant color to fixture color. Q. Install insulation on supplies and drains of accessible fixtures. R. Install gas piping per International Fuel Gas Code. Install drip leg and shutoff at appliances. S. Paint all gas piping with primer and 2 coats finish. Color chosen by Owner or Architect. 3.3 TESTING A. Test all sanitary waste and vent piping per Plumbing Code of New York State. Provide record of AHJ inspection. B. Test all domestic water piping at 100 psi for 24 hours. Air testing shall show a loss of pressure not greater than 2 psi PLUMBING FIXTURE SCHEDULE ALL FIXTURES WHITE WITH POLISHED CHROME TRIM TypeManufacturerModelDescriptionComments CO-1WattsCO-204-R4" Epoxy coated cast iron floor cleanout with 5” round adjustable gasketed nickel bronze top, removable gasketed brass cleanout plug, and no hub outlet. FD-1WattsFD-323Epoxy coated cast iron area drain with anchor flange, body collar with weepholes, 8"(203) diameter adjustable top with heel proof ductile iron grate FD-2WattsFD-103-A6-7-F4-13" epoxy coated cast iron floor drain, 6" adjustable round heel proof nickel bronze strainer, 4" funnel, trap primer taping, and no hub outlet. HB-1J. R. Smith5509QTQuarter Turn Recessed Wall Hydrant. Length as Required. L-1American Standard0475.047Aqualyn 20x17 Drop In Lav, Single Hole. L-1.1Delta583LF-WFSingle Handle, 1 Hole Lav Faucet with Pop-up Drain. 1.2 gpm. Ceramic Cartridge. RD-1WattsRD-252One- Piece Combination Roof Drain & Secondary Overflow RDN-1WattsRD-942Downspout with Push-On Connection S-1DaytonD12522125X22 Stainless Steel Sink, One Hole. S-1.1Delta9113-AR-DSTSingle Hole Deckmount Gooseneck Faucet w/ Pull Down Spray. S-2FiatMSB242424x24x10 Mop Sink S-2.1T&S BrassB-0665-BSTR8" Wall mount faucet, solid cast brass body, with cast metal blade handles, wall brace, integral vacuum breaker, integral stops, pail hook, hose end and top brace. SP-1Liberty PumpsSPAC-457Package Sump Pump/Basin Assembly. 1/2 HP, 120 V, 7.3 AProvide alarm float switch and ALM-2-1-EYE wireless audio/visual high level alarm. T-1Aquatic2603CTMOne Piece Fiberglass Tub/Shower, 60x72x36.Provide grab bar reinforcement for 1st floor unit only. T-1.1DeltaBT14496Windemere Chrome 1-Handle Handle WaterSense Tub/Shower Valve with Single Function Showerhead Provide R10000-UNWS rough-in valve with stops. WC-1American Standard2514.101Clean Cadet Concealed Trapway ADA Elongaged Water Closet, 1.28 gpf WCS-1Church380SLOWTToilet Seat, Elongated with Cover; Slow Close; Sta-Tite Fasteners solid plastic closed front with cover, easy lift-off cleaning feature, bolts, nuts and washers, for elongated bowl. (Private Use) WSHRGuy GrayWMOBWhite Powder Coating Metal Washer Box, 1/4 Turn Valves. WATER HEATER SCHEDULE TypeManufacturerModelGallonsDescriptionHeight, in. Recovery GPH Temp. Rise Energy FactorVoltagePhaseWattsType Comments WH-1A. O. SmithENT-5050 gal50 Gal. Electric water heater5' - 6"2190 °F0.95208 V15500Provide drain pan. WH-2Stiebel EltonDHC 8-23 galPoint of Use Electric Tankless Water Heater0' - 9 3/4"208 V14500Minimum activation flow: 0.47 gpm. SPECIALTY VALVE SCHEDULE TypeManufacturerModelDescriptionSizeComments DCVA-1Watts007-M2-QT-SDouble Check Backflow Preventer Assembly with Strainer1 1/2"-1 1/2" DCVA-2Watts757-BFGDouble Check Backflow Assembly4"-4" PRV-1WattsLF25AUB-Z3Lead-Free Water Pressure Reducing Valve with Integral By-pass Check Valve1 1/2"-1 1/2"Set to 60 psi. RL-1WattsLF530C-1/2"Lead Free Calibrated Pressure Relief Valve1/2"-1/2"Set to 100 psi. Pipe discharge to floor drain. REVISIONS ΔDESCRIPTIONDATE 2 P401 4" CW STAIR B 000BUTILITY ROOM M003 BIKE ROOM M002 HALL M001 STAIR A 000A BATH 008 BATH 007 BEDROOM 4 003 BEDROOM 3 004 BEDROOM 2 005 BEDROOM 1 006 KITCHEN 001 LIVING/DINING 002 ENTRY 009 RISER 1RISER 2RISER 3RISER 4 L-1L-1 T-1T-1 WC-1 S-1 WH-1 FD-1 FD-1 FD-1 CO-1 ACCESS PANEL FOR HB-1 SHUTOFF HB-1 1/2" PEX BELOW SLAB UP TO S-1 1/2" HW 1/2" CW UP COORDINATE CONNECTION TO CITY MAIN COORDINATE CONNECTION TO CITY MAIN. REFER TO SITE UTILITY DRAWING. CO-1 FAI CO-1 TYPICAL S-1 SUPPLIES FLOORS 1 THRU 4 SP-1 4 P401 WH-1 4" ST TO SITE STORM SEWER TO FOOTING DRAIN 1/8" / 1'-0" 4" ST S-2 WSHR PROVIDE THRUST BLOCK FC-2 RL-1 2 P401 7 P401 BEDROOM 1 102 BEDROOM 2 103 BEDROOM 3 104 BEDROOM 4 105 BEDROOM 5 106 STAIR B 100B STAIR A 100A TRASH ROOM M100 LIVING/DINING 101 KITCHEN 110 HALL 255 BATH 107 HALL 257 BATH 109 MECH CLOSET 108 PACKAGES M101 L-1 L-1 T-1 T-1 WC-1 WH-1 S-1 WC-1 HB-1 RDN-1 4" ST EXTEND TO STORM SEWER 2" ST 2" ST UP TO ROOF 1'-0" +/-ABOVE GRADE P401 1 WH-1 WSHR PROVIDE GRAB BAR REINFORCEMENT FOR TUBS, THIS FLOOR ONLY. Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 4/2/2020 3:06:02 PM P101 BASEMENT & 1ST FLOOR PLUMBING 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 1 BASEMENT PLUMBING 1/4" = 1'-0" 2 1ST FLOOR PLUMBING N REVISIONS ΔDESCRIPTIONDATE 7 P401 BEDROOM 1 202 BEDROOM 2 203 BEDROOM 3 204 BEDROOM 4 205 BEDROOM 5 206 STAIR B A200B STAIR A 200A BEDROOM 6 211 LIVING/DINING 201 KITCHEN 210 HALL 13 BATH 207 HALL 15 BATH 209 MECH CLOSET 208 BALCONY 212 T-1 WC-1 S-1 WC-1 T-1 L-1 WSHR L-1 2" ST 2" ST FC-1 WH-1WH-1 7 P401 WC-1 L-1 T-1T-1 WC-1 L-1 WH-1 FC-1 WH-1 S-1 2" ST 2" ST WSHR BEDROOM 1 302 BEDROOM 2 303 BEDROOM 3 304 BEDROOM 4 305 BEDROOM 5 306 STAIR B 300B STAIR A 300A BEDROOM 6 311 LIVING/DINING 301 KITCHEN 310 HALL 223 BATH 307 HALL 225 BATH 309 MECH CLOSET 308 BALCONY 312 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 4/2/2020 3:06:16 PM P102 2ND & 3RD FLOOR PLUMBING 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 2 2ND fLOOR PLUMBING 1/4" = 1'-0" 1 3RD FLOOR PLUMBING N REVISIONS ΔDESCRIPTIONDATE 7 P401 2" ST 2" ST UP T-1T-1 WC-1 L-1 L-1 WC-1 WH-1FC-1WH-1 WSHR S-1 BEDROOM 1 402 BEDROOM 2 403 BEDROOM 3 404 BEDROOM 4 405 BEDROOM 5 406 STAIR B 400B STAIR A 400A BEDROOM 6 411 LIVING/DINING 401 KITCHEN 410 HALL 239 BATH 407 HALL 241 BATH 409 MECH CLOSET 408 BALCONY 412 3"VTR 3"VTR 4"VTRRD-1 2" ST Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 4/2/2020 3:06:27 PM P103 4TH FLOOR & ROOF PLUMBING 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 1 4TH FLOOR PLUMBING 1/4" = 1'-0" 2 ROOF PLUMBING N REVISIONS ΔDESCRIPTIONDATE 3/4" HW 3/4" CW 1 1/4" CW (VARIES) 3/4" CW 3/4" HW TO S-1 1/2" HW 1/2" CW 1/2" HW1/2" CW 1/2" CW 3/4" CW 3/4" HW 3/4" CW 1/2" HW 1/2" CW 1/2" HW 1/2" CW WATER HEATERS PIPED IN PARALLEL WITH EQUAL LENGTH HEADERS WH-1 T-1WC-1T-1 L-1 WC-1 L-1 WH-1 WSHR 1/2" CW1/2" HW HOSE & HOSE BRACKET SERVICE FAUCET MOP HANGER VINYL BUMPER GUARD PAVEMENT RESTORATION LAWN RESTORATION REFER TO NEW PAVEMENT DETAIL ELSEWHERE TOPSOIL & SEED AS SPECIFIED BEDDING DRY COND: NYSDOT TYPE 1A GRAVEL WET COND: NYSDOT TYPE 1 GRAVEL PIPE BACKFILL NYSDOT TYPE 1 OR 1A GRAVEL PIPE BEDDING NYSDOT TYPE 1A GRAVEL TRENCH BACKFILL PAVED AREAS: NYSDOT TYPE 1 GRAVEL NON-PAVED AREAS: EXCAVATED MATERIAL SUBJECT TO ARCHITECT/ENGINEER APPROVAL 1. ALL BEDDING AND BACKFILL SHALL BE PLACED IN 6" MAXIMUM COMPACTED LIFTS. 2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED. WARNING TAPE AT 18" PROVIDE TOPSOIL AND SEED FOR ALL LAWNS AFFECTED BY CONSTRUCTION ACTIVITIES. 4" MIN. DEPTH TOPSOIL FLUSH WITH ADJACENT LAWN AREAS. SUBMIT LAWN SEED MIX FOR REVIEW. PROTECT SEEDED AREAS WITH STRAW MULCH UNTIL GRASS IS VIABLE. RESEED BARE SPOTS LARGER THAN 12". AS REQUIRED UNLESS NOTED OTHERWISE 4' - 6" 1ST SUB FLOOR 673.50' TOP OF 1ST STORY PLATE 681.78' 2ND SUB FLOOR 682.83' TOP OF 2ND STORY PLATE 691.11' MAX GRADE 671.71' AVERAGE HEIGHT 696.71' 3RD SUB FLOOR 692.17' 4TH SUB FLOOR 701.50' TOP OF 4TH STORY PLATE 709.84' T.O. FOUNDATION 672.50' TOP OF 3RD STORY PLATE 700.45' 1ST SUB FLOOR 0' -0" 2ND SUB FLOOR 9' -4" 3RD SUB FLOOR 18' -8" 4TH SUB FLOOR 28' -0" TOP OF 4TH STORY PLATE 36' -4 1/8" TO WH-1 DRAIN PAN CONDENSATE FD-2 WH-1 1ST SUB FLOOR 673.50' MAX GRADE 671.71' AVERAGE GRADE PLANE 667.26' BASEMENT 664.17' T.O. FOUNDATION 672.50' 1ST SUB FLOOR 0' -0" BASEMENT -9' -4" FDC 4" SPK 4" SPK TO FLOOR DRAIN 1 1/2" CW PRV-1 DCVA-1 WH-2 DCVA-2 1ST SUB FLOOR 673.50' B.O. FOUNDATION 662.17' MAX GRADE 671.71' AVERAGE GRADE PLANE 667.26' BASEMENT 664.17' T.O. FOUNDATION 672.50' 1ST SUB FLOOR 0' -0" B.O. FOUNDATION -11' -4" BASEMENT -9' -4" SP-1 CONNECT TO SITE STORM PIPING. COORDINATE WITH SITE UTILITY DRAWING. 1 1/2" ST 4" ST STEEL ACCESS COVER TO FOOTING DRAIN 1 / 8 " / 1 ' 0 " 4" ST 5' - 5" 3 MINIMUM BEARING AREA, SF 1 4" 8" PIPE SIZE11.25° 4 2 6" 10" 5 2 22.5° 8 3 10 3 45° 16 6 18 5 90° 28 10 13 4 TEE 20 8 10 6 12" 16" 8 14" 20 12 16 39 22 30 72 40 55 51 29 39 BASED ON 250 PSI PRESSURE TEST SAND TRENCH: 2000 PSF SAFE BEARING LOAD. 45.00° PLANSECTION Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 148 50 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION As indicated 4/2/2020 3:06:41 PM P401 DETAILS 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/2" = 1'-0" 1 TYPICAL SUPPLY PIPING FLOORS 1-4 No Scale 3 Mop Sink No Scale 5 TRENCH DETAIL 1/4" = 1'-0" 7 Condensate Riser 1/4" = 1'-0" 2 WATER SERVICE AND SPRINKLER RISER 1/4" = 1'-0" 4 SUMP PUMP DETAIL 3/4" = 1'-0" 6 THRUST BLOCK DETAIL REVISIONS ΔDESCRIPTIONDATE 4" W 4" W 3" W 1 1/2" V 4" W 4" V 1 1/2" V 1 1/2" V SINGLE STACK VENT SYSTEM PER IPC 917 4" W FD-2 WC-1 WC-1 WC-1 4"VTR WC-1 WSHR WSHR WSHR WSHR 2" W 1 1/2" V 2" W 1 1/2" V 4" W 2" W 2" W 2" W 2" V WASTE STACK VENT PER IPC 913 AAV S-1 4" W L-1 L-1 L-1 L-1 4" W 4" W 4" W 3" W 1 1/2" W 2" V 1 1/2" V 1 1/2" W 1 1/2" V 2" V 2" W 1 1/2" W 1 1/2" V 1 1/2" V 1 1/2" W SIMILAR ABOVE 3" W 3"VTR 2" V1 1/2" V 2" W 1 1/2" W 2" W 2" V WASTE STACK VENT PER IPC 913 T-1 L-1 WC-1 T-1 T-1 WC-1 T-1 L-1 T-1 WC-1 T-1 L-1 T-1 WC-1 T-1 4" W 4" W 3" W 3" W 3" W 1 1/2" V 3" W 2" W 3" W 2" W 2" W 3" W 2" W 1 1/2" V2" V 2" V 1 1/2" V 3" W 3"VTR WASTE STACK VENT PER IPC 913 1 1/2" W CO-1 FD-1 FD-1 WC-1 WSHR S-1 S-1 S-1 S-1 FD-1 T-1 T-1 1 1/2" V 3" W S-2 RISER 1 RISER 2 RISER 3 RISER 4 4" W 2" W 4" W 3" W 4" W 3" W 3" W 3" W FD-1 FD-1 CO-1 FD-1 CO-1 FAI S-1 T-1 T-1 WC-1 WC-1 L-1 L-1 WSHR WH-1 WC-1 L-1 WC-1 WSHR WH-1 T-1 T-1 L-1 S-1 HB-1 HB-1 1 1/2" CW 1 1/4" CW 1 1/4" CW 3/4" CW 1" CW 3/4" CW 1/2" HW3/4" HW 1/2" CW1/2" HW 1/2" CW 1/2" HW 1/2" HW 1/2" CW 3/4" CW 3/4" CW 1/2" CW 1/2" HW 1/2" HW 1/2" CW 3/4" CW 3/4" HW 3/4" CW 1/2" CW 1/2" CW 1/2" HW 1/2" CW 1 1/4" CW 1/2" CW 1/2" CW SHUTOFF IN CLOSET FLOORS ABOVE SIMILAR SERVICE WH-1 S-2 3/4" CW 3/4" HW 1/2" CW BASEMENT FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR WH-2 1/2" CW WH-1 1/2" HW 1/2" CW 1/2" HW Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 4/2/2020 3:06:52 PM P501 SCHEMATICS 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY No Scale 1 DWV RISER 1 No Scale 2 DWV RISER 2 No Scale 3 DWV RISER 3 No Scale 4 DWV RISER 4 No Scale 5 DWV UNDERSLAB No Scale 6 SUPPLY ISOMETRIC REVISIONS ΔDESCRIPTIONDATE Electrical, Plumbing, Mechanical/126 College Ave Sprinkler Permit Set 2020.03.30 (1).pdfL:\_Revit Central\____Revit 2019\Taitem Edited Families 2019\Title Blocks\STREAM\126 College Ave MEP Central Revit 2019_TaitemE R R D Pendent Sprinkler W/Guard Ball Valve or Curb Valve Double Check Valve Gate Valve Upright Sprinkler W/Guard Sidewall Sprinkler Pendent Sprinkler Upright Sprinkler Dry Sidewall Sprinkler Concealed Sidewall Sprinkler LEGEND Residential Pendent Sprinkler Residential Concealed Sidewall Sprinkler Supervised Butterfly Valve GENERAL 1. Provide a complete wet pipe fire sprinkler/standpipe system per the latest edition of NFPA 13R, applicable codes, and the specifications. 2. Sprinkler design is performance based. Contractor shall design system subject to approval by AHJ, perform all hydraulic calculations, and submit stamped working drawings. 3. Submit product data for valves, sprinklers, specialties, and alarms. 4. Occupancy is Light Hazard, except Ordinary Group 1 in Bike Room, Trash Room, and Mechanical Room. 5. Installation shall be made with piping run level plumb. And square to building structure in a neat manner. Changes in direction shall be made with proper pipe fittings. 6. Typical sprinklers and routing shown are diagrammatic to represent the scope of work and intended piping locations. Contractor shall field determine all sprinkler locations, positions, pipe routing, sizing, and accessories to provide a fully sprinklered building. 7. Comply with NFPA 13, 13R, 14, 26, and 70. 8. Use UL listed and labeled and FM approved pipe and fittings. 9. Comply with the fire code of New York State section 901.7 systems out of service. Notify fire department and code enforcement official. 10. Provide supervision of valves and flow switches. 11. Means shall be provided downstream of all backflow prevention valves for flow tests at system demand 12. The contractor shall arrange for all necessary hydrant flow tests and system inspections with the City of Ithaca. CEILINGS 1. Ceiling type and heights are noted on the architectural drawings. Contractor shall verify ceiling and sprinkler installation details prior to final design of system. 2. Conceal sprinkler piping above ceiling as indicated and wherever space permits. SPRINKLERS 1. Sprinkler finishes shall be white with white escutcheons in all areas with ceilings; bronze elsewhere. 2. Use upright, pendent, horizontal sidewall, and dry sidewall sprinklers as appropiate. a. Sidewall sprinklers shall be concealed. PIPING 1. The architect/engineer/owner shall be notified of conflicts in sprinkler system location prior to installation of conflicting elements. 2. All valves shall be supervised. 3. Paint all exposed piping & fittings. Clean pipe surface free of excess oils, pipe joint compound, and debris to accept painting. Apply two coats of color selected by owner. 4. All trapped piping shall be fitted with a plugged outlet for draining. Provide drain valves wherever necessary to permit complete drainage of system. 5. Provide inspector test connections for testing and drainage purposes as required by NFPA 13. 6. Provide hangers and seismic restraint per NFPA 13 throughout. 7. All piping penetrations through masonry walls and floors shall be core drilled. Vacuum drilling bases shall be used to prevent damage to the walls. 8. Fire seal all pipe penetrations through fire rated partitions and floors at both ends with elastomer fire caulk. 9. Furnish and install split, chrome plated steel, floor and ceiling plates for all exposed pipe penetrations through walls and ceilings. STANDPIPES DURING CONSTRUCTION 1. In buildings required to have standpipes, not less than one standpipe shall be provided for use during construction. Such standpipes shall be installed prior to construction exceeding 40 feet in height above the lowest level of fire department vehicle access. 2. Such standpipe shall be provided with fire department hose connections at accessible locations adjacent to usable stairways. 3. Such standpipes shall be extended as construction progresses to within one floor of the highest point of construction having secured decking or flooring Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL R IGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 3/30/2020 4:41:26 PM FP001 NOTES & LEGEND 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY FIRE PROTECTION NOTES The following are the documentation requirements for Fire Sprinkler Systems as required by the Fire Code of NYS and the City of Ithaca Fire Department. Three copies of each of the required documents need to be submitted: 1 for the Ithaca Fire Department, 1 for the Ithaca Building Department, and 1 copy that will be returned to the contractor after the installation permit has been approved. A. Working Plansshall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items from the following list that pertain to the design of the system: (1) Name of owner and occupant. (2) Location, including street address. (3) Point of compass. (4) Full height cross section, or schematic diagram, including structural member information if required for clarity and including ceiling construction and method of protection for nonmetallic piping. (5) Location of partitions. (6) Location of fire walls. (7) Occupancy class of each area or room. (8) Location and size of concealed spaces, closets, attics, and bathrooms. (9) Any small enclosures in which no sprinklers are to be installed. (10) Size of city main in street and whether dead end or circulating; if dead end, direction and distance to nearest circulating main; and city main test results and system elevation relative to test hydrant (see A.23.1.8). (11) Other sources of water supply, with pressure or elevation. (12) Make, type, model, and nominal K‐factor of sprinklers including sprinkler identification number. (13) Temperature rating and location of high temperature sprinklers. (14) Total area protected by each system on each floor. (15) Number of sprinklers on each riser per floor. (16) Total number of sprinklers on each dry pipe system, preaction system, combined dry pipe‐preaction system, or deluge system. (17) Approximate capacity in gallons of each dry pipe system. (18) Pipe type and schedule of wall thickness. (19) Nominal pipe size and cutting lengths of pipe (or center to center dimensions). Where typical branch lines prevail, it shall be necessary to size only one typical line. (20) Location and size of riser nipples. (21) Type of fittings and joints and location of all welds and bends. The contractor shall specify on drawing any sections tobe shop welded and the type of fittings or formations to be used. (22) Type and locations of hangers, sleeves, braces, and methods of securing sprinklers when applicable. (23) All control valves, check valves, drain pipes, and test connections. (24) Make, type, model, and size of alarm or dry pipe valve. (25) Make, type, model, and size of preaction or deluge valve. (26) Kind and location of alarm bells. (27) Size and location of standpipe risers, hose outlets, hand hose, monitor nozzles, and related equipment. (28) Private fire service main sizes, lengths, locations, weights, materials, point of connection to city main; the sizes, types and locations of valves, valve indicators, regulators, meters, and valve pits; and the depth that the top of the pipe is laid below grade. (29) Piping provisions for flushing. (30) Where the equipment is to be installed as an addition to an existing system, enough of the existing system indicated on the plans to make all conditions clear. (31) For hydraulically designed systems, the information on the hydraulic data nameplate. (32) A graphic representation of the scale used on all plans. (33) Name and address of contractor. (34) Hydraulic reference points shown on the plan that correspond with comparable reference points on the hydraulic calculation sheets. (35) The minimum rate of water application (density or flow or discharge pressure), the design area of water application, in‐rack sprinkler demand, and the water required for hose streams both inside and outside. (36) The total quantity of water and the pressure required noted at a common reference point for each system. (37) Relative elevations of sprinklers, junction points, and supply or reference points. (38) If room design method is used, all unprotected wall openings throughout the floor protected. (39) Calculation of loads for sizing and details of sway bracing. (40) The setting for pressure reducing valves. (41) Information about backflow preventers (manufacturer, size, type). (42) Information about antifreeze solution used (type and amount). (43) Size and location of hydrants, showing size and number of outlets and if outlets are to be equipped with independent gate valves. Whether hose houses and equipment are to be provided, and by whom, shall be indicated. Static and residual hydrants that were used inflow tests shall be shown. (44) Size, location, and piping arrangement of fire department connections. (45) Ceiling/roof heights and slopes not shown in the full height cross section. (46) Edition year of NFPA 13 that the sprinkler system is designed to. B. Water Supply Capacity Information. The following information shall be included: (1) Location and elevation of static and residual test gauge with relation to the riser reference point (2) Flow location (3) Static pressure, psi (bar) (4) Residual pressure, psi (bar) (5) Flow, gpm (L/min) (6) Date (7) Time (8) Test conducted by or information supplied by (9) Other sources of water supply, with pressure or elevation C. Hydraulic calculationsshall be prepared on form sheets that include a summary sheet, detailed worksheets, and a graph sheet. The hydraulic summary sheet shall contain the following information, where applicable: (1) Date (2) Location (3) Name of owner and occupant (4) Building number or other identification (5) Description of hazard (for storage applications, the commodity classification, storage height, and rack configuration shall be included) (6) Name and address of contractor or designer (7) Name of approving agency (8) System design requirements, as follows: (a) Design area of water application, ft2 (m2) (b) Minimum rate of water application (density), gpm/ft2 (mm/min). Where sprinklers are listed with minimum water applicationin gpm (L/min) or pressure in psi (bar), the minimum rate of water application shall be indicated in gpm (L/min) or pressure, psi (bar). (c) Area per sprinkler, ft2 (m2) (9) Total water requirements as calculated, including allowance for inside hose, outside hydrants, and water curtain and exposure sprinklers (10) Allowance for in‐rack sprinklers, gpm (L/min) (11) Limitations (dimension, flow, and pressure) on extended coverage or other listed special sprinklers The Detailed worksheets or computer printout sheets shall contain the following information: (1) Sheet number (2) Sprinkler description and discharge constant (K) (3) Hydraulic reference points (4) Flow in gpm (L/min) (5) Pipe size (6) Pipe lengths, center to center of fittings (7) Equivalent pipe lengths for fittings and devices (8) Friction loss in psi/ft (bar/m) of pipe (9) Total friction loss between reference points (10) In-rack sprinkler demand balanced to ceiling demand (11) Elevation head in psi (bar) between reference points (12) Required pressure in psi (bar) at each reference point (13) Velocity pressure and normal pressure if included in calculations (14) Notes to indicate starting points or reference to other sheets or to clarify data shown (15) Diagram to accompany gridded system calculations to indicate flow quantities and directions for lines with sprinklers operating in the remote area (16) Combined K-factor calculations for sprinklers on drops, armovers, or sprigs where calculations do not begin at the sprinkler Sprinkler system components shall be listed and approved for the purpose for which they are installed. All underground connections, above ground piping, and in building piping shall be inspected, hydrostatically tested, and flushed per the requirements of NFPA 13 and the Fire Code of New York State. Ithaca Fire Department shall perform all inspections. The Ithaca Fire Department shall witness all flushing of piping, and testing of alarm devices. All hydrostatic testing shall be performed prior to any sprinkler piping being concealed by walls, ceilings, or other obstructions from visual inspection. The Ithaca Fire Department, prior to the underground service being concealed, shall witness hydrostatic testing and flushing of underground water services. Upon completion of the installation, the contractor shall submit a written statement to the Ithaca Fire Department that the system has been installed in accordance with approved plans and tested in accordance with the manufacturer’s specifications, and the appropriate NYS and NFPA requirements. CITY OF ITHACA DOCUMENTATION REQUIREMENTS TEST DATE: 1/15/2020 GAUGE HYDRANT: E-94 @ 205 COLLEGE AVE. STATIC: 108 PSI RESIDUAL: 71 PSI HYDRANT FLOWED: E-157 @121 COLLEGE AVE. FIELD FLOW: 1375 GPM CALCULATED FLOW @ 20 PSI: 2196 GPM HYDRANT FLOW DATA REVISIONS ΔDESCRIPTIONDATE 4" SPK 4" SPK 7' - 5 3/4" Bottom of Pipe 7' - 5 3/4" LVL BEAM IN JOIST PLANE 2 P401 HOSE VALVE, TYP. Bottom of Pipe TYPICAL RISER TO FLOORS ABOVE.HOSE VALVE, TYP. STAIR B 000B UTILITY ROOM M003 BIKE ROOM M002 HALL M001 STAIR A 000A BATH 008 46 SF BATH 007 46 SF BEDROOM 4 003 BEDROOM 3 004 BEDROOM 2 005 BEDROOM 1 006 KITCHEN 001 LIVING/DINING 002 ENTRY 009 FD-14" SPK 7' - 0"7' - 0" TYP. EXCEPT AS NOTED8' - 0 5/8" 7' - 0" 8' - 0 5/8" Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION As indicated 3/30/2020 4:41:38 PM FP101 BASEMENT SPRINKLER 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 1 BASEMENT SPRINKLER N 1/8" = 1'-0" 2 BASEMENT CEILING HEIGHTS REVISIONS ΔDESCRIPTIONDATE FDC COORDINATE WITH FLOOR FRAMING 2 P401 TYPICAL RISER ARRANGEMENT THROUGHOUT, THIS FLOOR AND ABOVE. BEDROOM 1 102 BEDROOM 2 103 BEDROOM 3 104 BEDROOM 4 105 BEDROOM 5 106 STAIR B 100B STAIR A 100A TRASH ROOM M100 LIVING/DINING 101 KITCHEN 110 HALL 255 BATH 107 55 SF HALL 257 BATH 109 67 SF MECH CLOSET 108 PACKAGES M101 8' - 0 5/8" TYP. EXCEPT AS NOTED. FLOORS ABOVE SIMILAR. BEDROOM 1 BEDROOM 2 BEDROOM 3 BEDROOM 4 BEDROOM 5 STAIR B STAIR A TRASH ROOM LIVING/DINING KITCHEN HALL BATH HALL BATH MECH CLOSET PACKAGES 7' - 0" 7' - 0" 7' - 0" 7' - 0" Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION As indicated 3/30/2020 4:41:48 PM FP102 FIRST FLOOR SPRINKLER 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 1 1ST FLOOR SPRINKLER N 1/8" = 1'-0" 2 1ST THRU 4TH FLOOR CEILING HEIGHTS REVISIONS ΔDESCRIPTIONDATE BEDROOM 1 302 BEDROOM 2 303 BEDROOM 3 304 BEDROOM 4 305 BEDROOM 5 306 STAIR B 300B STAIR A 300A BEDROOM 6 311 LIVING/DINING 301 KITCHEN 310 HALL 223 BATH 307 55 SF HALL 225 BATH 309 67 SF MECH CLOSET 308 BALCONY 312 BEDROOM 1 202 BEDROOM 2 203 BEDROOM 3 204 BEDROOM 4 205 BEDROOM 5 206 STAIR B A200B STAIR A 200A BEDROOM 6 211 LIVING/DINING 201 KITCHEN 210 HALL 13 BATH 207 55 SF HALL 15 BATH 209 67 SF MECH CLOSET 208 BALCONY 212 Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 3/30/2020 4:41:59 PM FP103 2ND & 3RD FLOOR SPRINKLER 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 1 3RD FLOOR SPRINKLER N 1/4" = 1'-0" 2 2ND FLOOR SPRINKLER REVISIONS ΔDESCRIPTIONDATE BEDROOM 1 402 BEDROOM 2 403 BEDROOM 3 404 BEDROOM 4 405 BEDROOM 5 406 STAIR B 400B STAIR A 400A BEDROOM 6 411 LIVING/DINING 401 KITCHEN 410 HALL 239 BATH 407 55 SF HALL 241 BATH 409 67 SF MECH CLOSET 408 BALCONY 412 UP TO ROOF HOSE VALVES SHUTOFF (2) HOSE VALVES SHUTOFF ROOF HATCH Project # Date 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com COPYRIGHT STREAMCOLLABORATIVE/ TAITEM. ALL RIGHTS RESERVED A 1 2 3 4 B C D 110 South Albany St. Ithaca, New York 14850 ph: 607.277.1118 www.taitem.com PERMIT SET NOT FOR CONSTRUCTION 1/4" = 1'‐0" 3/30/2020 4:42:09 PM FP104 4TH FLOOR & ROOF SPRINKLER 201635 126 COLLEGE AVE 3/30/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY 1/4" = 1'-0" 2 4TH FLOOR SPRINKLER N 1/4" = 1'-0" 1 ROOF SPRINKLER REVISIONS ΔDESCRIPTIONDATE Electrical, Plumbing, Mechanical/20200304 126COLLEGEAVE UTILITIES.PDFC201 1:121:12 663.66 663.75 663.75 671.75 673.50 674.50 673.33 674.00 675.25 674.75 673.04 663.66 660.00 659.00 658.00 663.76 1:121:12 663.66 663.75 663.75 671.75 673.50 674.50 673.33 674.00 675.25 674.75 673.04 663.66 660.00 659.00 658.00 663.76 grade plane/126 college Ave - GP calculations- 02.05.2020.pdf Grade Plane Calculations Max Actual Average Roof 712.26 711.89 4th Story above grade 3rd Story above grade 2nd Story above grade 45 Max Actual First Floor 674.33 673.5 Ceiling 672.08 Floor/Ceiling Mid point of Basement 668.08 Average Finished Grade 667.93 State Average Grade Plane 668.33 Basement City Average Grade Plane 667.26 Basement 664.08 126 College Ave Max Roof Height Per Zoning 1st Story above grade 6' Max 2/5/2020 1 Grade Plane Calculations 126 College Ave North N1 N2 N3 N4 N5 N6 Spots 661.5 669 672 673 674.75 674.91 Avg 665.25 670.50 672.50 673.88 674.83 Length 15.5 16 11.5 14 6 63.00 Total 10311.4 10728 7733.75 9434.25 4048.98 0 42256.36 East E1 E2 E3 E4 E5 E6 E7 Spots 674.75 674.75 674 673.25 673.25 672 670.5 Avg 674.75 674.38 673.63 673.25 672.63 671.25 Length 6.5 7 19 4 8.5 5 50.00 Total 4385.88 4720.63 12798.9 2693 5717.31 3356.25 33671.94 South S1 S2 S3 Spots 671.5 665 657.5 Avg 668.25 661.25 Length 45.5 17.5 63.00 Total 30405.4 11571.9 0 41977.25 West W1 W2 W3 W4 W5 W6 Spots 657.5 658 663.66 663.66 661 661.5 Avg 657.75 660.83 663.66 662.33 661.25 661.50 Length 2.5 5 34 2.5 6 50.00 Total 1644.38 3304.15 22564.4 1655.83 3967.5 0 33136.29 Perimeter 226.00 151041.83 668.33 NYS State Average Grade Plane Average Grade Plane 3of 6 Grade Plane Calculations 126 College Ave North N1 N2 N3 N4 N5 N6 N7 Spots 660.33 661.5 669 672 673 674.75 675.16 Avg 660.92 665.25 670.50 672.50 673.88 674.96 Length 3 16.5 15.5 12 14 10 71.00 Total 1982.75 10976.6 10392.8 8070 9434.25 6749.55 0 47605.92 East E1 E2 E3 E4 E5 E6 E7 Spots 674.75 674.75 674 673.08 673.08 672 670.5 Avg 674.75 674.38 673.54 673.08 672.54 671.25 Length 6.5 7 19 4 8.5 5 50.00 Total 4385.88 4720.63 12797.3 2692.32 5716.59 3356.25 33668.92 South S1 S2 S3 Spots 671.75 665 656.5 Avg 668.38 660.75 Length 49.5 21.5 71.00 Total 33084.6 14206.1 0 47290.69 West W1 W2 W3 Spots 656.5 659 660.33 Avg 657.75 659.67 660.33 Length 38 12 50.00 Total 24994.5 7915.98 0 32910.48 Perimeter 242.00 161476.01 667.26 City of Ithaca Average Grade Plane Average Grade Plane 4of 6 grade plane/126 College Ave - 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Revision 2 - 2020.09.01.pdf Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com DESIGN TEAM STREAM Collaborative Architecture & Landscape Architecture DPC Noah Demarest RA, RLA, LEED AP ph: 607.216.8802 noah@streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:46:25 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A000 COVER SHEET 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET 126 COLLEGE AVE VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET GENERAL PROJECT NOTES 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Drawings and specifications, as instruments of service, remain the property of 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. 3 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. 4 Drawings are drawn to scale for the convenience of all parties, but do not scale drawings. Written dimension shall govern. 5 Notes on one drawing, section or detail apply to all similar drawings, sections or details. 6 Install all products in accordance with the manufacturer's written instructions and recommendations, and the standards of recognized agencies and associations. 7 All electrical work shall be carried out by a licensed electrician, as required by the local Authority Having Jurisdiction. All work, materials and equipment shall conform to the provisions of the relevant building codes, latest edition. 8 All plumbing work shall be carried out by a licensed plumber, as required by the local Authority Having Jurisdiction. All work, materials and equipment shall conform to the provisions of the relevant building codes, latest edition. 9 Contractors shall not install any materials containing asbestos, lead, mercury or PCB. 10 Notify architect of any discrepancies in the drawings or specifications prior to start of construction. REVISIONS Δ DESCRIPTION DATE DRAWING LIST DRAWING NUMBER DRAWING NAME 01 - GENERAL A000 COVER SHEET A001 NOTES & SYMBOLS 03 - CIVIL C100 CIVIL PLANS 04 - LANDSCAPE L100 SITE PLAN L101 SITE LAYOUT PLAN L201 GRADING PLAN L301 PLANTING PLAN L501 PLANTING DETAILS L502 SITE DETAILS 05 - STRUCTURAL S001 STRUCTURAL SCHEDULES S100 FOUNDATION PLAN S101 FIRST FLOOR FRAMING PLAN S102 SECOND FLOOR FRAMING PLAN S103 THIRD FLOOR FRAMING PLAN S104 FOURTH FLOOR FRAMING PLAN S106 ROOF FRAMING PLAN S200 STRUCTURAL DETAILS 06 - ARCHITECTURAL A101 BASEMENT FLOOR PLAN A102 FIRST FLOOR PLAN A103 SECOND FLOOR PLAN A104 THIRD FLOOR PLAN A105 FOURTH FLOOR PLAN A106 ROOF PLAN A107 REFLECTED CEILING PLAN A201 ELEVATIONS A202 ELEVATIONS A203 ELEVATIONS A301 BUILDING SECTION A302 BUILDING SECTION A303 WALL SECTIONS A304 STAIR SECTION A401 ENLARGED PLANS A402 ENLARGED PLANS A501 FOUNDATION & BASEMENT DETAILS A502 FLOOR FRAMING DETAILS A503 ROOF DETAILS A504 WINDOW DETAILS A506 BALCONY DETAILS 1 VICINITY MAP WINDOW SCHEDULE TYPE UNIT WIDTH UNIT HEIGHT DESCRIPTION OPERATION TEMPERED COMMENTS A 3' - 0" 2' - 0" AWNING No B 3' - 0" 2' - 0" AWNING Yes C 3' - 0" 4' - 0" SINGLE HUNG No D 3' - 0" 4' - 0" SINGLE HUNG Yes DOOR SCHEDULE MARK WIDTH HEIGHT DESCRIPTION FRAME MATERIAL PANEL FIRE RATING COMMENTS D1 3' - 0" 6' - 8" FLUSH HOLLOW METAL HM METAL 90 MIN UNIT STAIR DOOR D2 3' - 0" 6' - 8" 2-PANEL MASONITE WD MASONITE D3 2' - 8" 6' - 8" 2-PANEL MASONITE WD MASONITE D6 1' - 6" 6' - 8" 2-PANEL MASONITE WD MASONITE D7 2' - 4" 6' - 8" 2-PANEL MASONITE WD MASONITE D8 6' - 0" 6' - 8" DOUBLE DOOR WITH LOUVER PANELS WD WOOD D9 3' - 1" STAIR INTERRUPTION GATE HM N/A EX1 3' - 0" 7' - 0" FLUSH HOLLOW METAL HM METAL 45 MIN EX2 3' - 0" 7' - 0" THERMATRU FLUSH FIBERGLASS HM FIBERGLASS EX4 3' - 0" 7' - 0" THERMATRU HALF LITE FIBERGLASS HM 03 11 19.A3 ICF STRAIGHT BLOCK, 8” CORE 07 13 00.A3 BITUMINOUS SHEET WATERPROOFING F1 07 24 00.A1 EIFS ON INSULATION BOARD 06 16 00.D17 7/16" ZIP SYSTEM 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 07 46 23.C1 FIBER CEMENT LAP SIDING E1 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 06 11 00.D8 2x4 STUDS AT 16" O.C. P1 06 11 00.F7 2x6 STUDS AT 16" O.C. P2 WHERE OCCURS ABOVE GRADE 06 16 00.H3 5/8” MAGNESIUM OXIDE PANEL 06 11 00.F7 2x6 STUDS AT 16" O.C. 07 21 00.A6 R-23 UNFACED BATT INSULATION MINERAL WOOL P3 06 16 00.H3 5/8” MAGNESIUM OXIDE PANEL 06 11 00.F7 2x6 STUDS AT 16" O.C. P4 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 06 11 00.D8 2x4 STUDS AT 16" O.C. 07 21 00.A3 R-15 UNFACED BATT INSULATION MINERAL WOOL E4 07 46 23.C2 FIBER CEMENT PANEL SIDING 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 07 26 00.A4 CLASS II VAPOR RETARDER 07 21 00.A8 R-30 UNFACED BATT INSULATION MINERAL WOOL P5 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 06 11 00.D1 2x4 06 16 00.D17 7/16" ZIP SYSTEM 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 07 46 23.C2 FIBER CEMENT PANEL SIDING E2 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 07 26 00.A4 CLASS II VAPOR RETARDER 07 21 00.A8 R-30 UNFACED BATT INSULATION MINERAL WOOL 06 16 00.D17 7/16" ZIP SYSTEM 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 07 46 23.D1 BOARD AND BATTEN SIDING E3 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 07 26 00.A4 CLASS II VAPOR RETARDER 07 21 00.A8 R-30 UNFACED BATT INSULATION MINERAL WOOL BELOW GRADE 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 07 46 23.C1 FIBER CEMENT LAP SIDING E1A 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 07 26 00.A4 CLASS II VAPOR RETARDER 07 21 00.A8 R-30 UNFACED BATT INSULATION MINERAL WOOL 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD P6 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD PRIMER PRIMER PRIMER PRIMER 06 11 00.D8 2x4 STUDS AT 16" O.C. UL DES U301 2HR UL U069 2HR UL DES U301 2HR NOTE: REQUIRES FIRE RATED SHEATHING TO PROVIDE 1-HR FIRE PROTECTION FROM THE EXTERIOR IN ORDER TO MAINTAIN COMPLIANCE WITH THE FIRE SEPARATION DISTANCE. 07 21 00.A6 R-23 UNFACED BATT INSULATION MINERAL WOOL 06 11 00.G2 2x8 FRAMING AT 16" O.C. 06 11 00.G2 2x8 FRAMING AT 16" O.C. 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 07 46 23.C2 FIBER CEMENT PANEL SIDING E2A 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 07 26 00.A4 CLASS II VAPOR RETARDER 07 21 00.A8 R-30 UNFACED BATT INSULATION MINERAL WOOL PRIMER 06 11 00.G2 2x8 FRAMING AT 16" O.C. NOTE: REQUIRES FIRE RATED SHEATHING TO PROVIDE 1-HR FIRE PROTECTION FROM THE EXTERIOR IN ORDER TO MAINTAIN COMPLIANCE WITH THE FIRE SEPARATION DISTANCE. Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 3/4" = 1'-0" 9/1/2020 11:46:25 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A001 NOTES & SYMBOLS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 2 Revision 2 09/01/20 3/4" = 1'-0" WALL TYPES REFERENCE KEYNOTES KEY NOTE 03 11 19.A3 ICF STRAIGHT BLOCK, 8” CORE 03 21 00.A3 #5 REBAR 03 21 00.F2 (3) #5 REBAR CONTINUOUS 03 31 00.J5 4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9 x W2.9 03 31 00.O3 8" INSULATED CONCRETE FORM 05 05 23.B2 5/8" A325 BOLT 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 05 12 00.L0 TUBE SHAPE 05 12 00.M0 W SHAPE 05 41 00.A1 1-5/8" METAL STUD 06 11 00.A9 2X NAILER 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 06 11 00.D1 2x4 06 11 00.D8 2x4 STUDS AT 16" O.C. 06 11 00.F7 2x6 STUDS AT 16" O.C. 06 11 00.G2 2x8 FRAMING AT 16" O.C. 06 11 00.G16 2x6 RAFTER TAILS AT 16" O.C. 06 11 00.H4 2x10 JOISTS AT 16" O.C. 06 11 00.I1 2x12 06 16 00.A1 1/4" GYPSUM SHEATHING 06 16 00.D17 7/16" ZIP SYSTEM 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 06 16 00.G2 3/4” ENGINEERED SUBFLOOR 06 16 00.H3 5/8” MAGNESIUM OXIDE PANEL 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" 06 17 00.D1 LVL - 1 1/4" x 11 7/8" 06 17 00.E42 RIM BOARD – LSL – 1 1/4” x 11 7/8” 06 22 00.A2 1x2 WOOD TRIM 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A8 1x10 WOOD TRIM 06 22 00.A9 1x12 WOOD TRIM 06 22 00.A12 5/4" x 6" WOOD TRIM 07 13 00.A3 BITUMINOUS SHEET WATERPROOFING 07 21 00.A3 R-15 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A6 R-23 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A8 R-30 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.F1 R-18 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.F2 R-30 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.G7 2” FOIL-FACED POLYISOCYANURATE INSULATION 07 21 00.J4 2" EPS RIGID INSULATION 07 22 00.A2 TAPERED RIGID POLYISOCYANURATE INSULATION 07 24 00.A1 EIFS ON INSULATION BOARD 07 26 00.A4 CLASS II VAPOR RETARDER 07 26 00.A8 15 MIL POLYETHYLENE 07 27 00.A1 SILL SEALER 07 46 00.B1 WOOD COMPOSITE TRIM – 1x4 07 46 00.B4 WOOD COMPOSITE TRIM – 1x8 07 46 00.B6 WOOD COMPOSITE TRIM – 1x12 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 07 46 00.F1 SYNTHETIC (FLY ASH) TRIM – 1x4 07 46 23.C1 FIBER CEMENT LAP SIDING 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 46 23.D1 BOARD AND BATTEN SIDING 07 53 00.A2 EPDM ROOFING 07 62 00.A2 ALUMINUM FLASHING 07 62 00.H34 4" x 4" RECTANGULAR GUTTER 07 84 00.A1 2X FIRE STOPPING 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR) 07 92 00.A2 SEALANT – TYPE 2 (SILICONE, INTERIOR) 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92 00.B2 BACKER ROD AND SEALANT 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.H1 CORNER BEAD 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 65 00.A1 RESILIENT FLOORING 09 81 00.A4 3 1/2" SOUND ATTENUATION BATT 31 05 19.A1 FILTER MAT 31 23 00.B1 GRAVEL 31 23 00.B2 COMPACTED GRAVEL SUB-BASE 33 46 00.A3 6" PERFORATED PVC PIPE 1 1 1 1 2 DW WHWH A202 D1 A201 D1 A201B1 A203 D1 B1 A301 B1 A301 12'-6" 50'-6" 38'-4" 9'-7 7/8" 50'-6" 38'-4" 5 1/2"5'-1 1/4" 5'-1 7/8" 14'-5"11'-6 1/4"11'-6" 11'-2" 5 1/2" 14'-2 5/8" 5 1/2" 12'-0 3/8" 10'-3" 3 1/2" 15'-0 1/2" 5 1/2" 2'-1 7/8" 5 1/2" 4'-6" 4'-8 1/2"3 1/2" B1 A302 B1 A302 D1 A303 C1 A303 STAIR B 000B UTILITY ROOM M003 BIKE ROOM M002 HALL M001 STAIR A 000A BATH 008 BATH 007 BEDROOM 4 003 BEDROOM 3 004 BEDROOM 2 005 BEDROOM 1 006 KITCHEN 001 LIVING/DINING 002 ENTRY 009 10'-10 3/4" 9'-9 5/8" 3 1/2" 9'-8 1/8" D C EX4 C C D3D3 D3 D3 D7 D3 D3 D1 D1 D1 D1 D6 D7 D1 D7 D3 C A401 C1 A402 D1 P2 P4 P3 F1 F1 P2 P1 P1 P1 P4 P1 P6 P4 P6W/D P4 P6 P2 P1 P1 P1 P1 P1 P1 P5 MOP SINK P5 P1 REF P3 3'-2 3/4" 3 1/2" 10'-10 3/4" SUMP M004 6'-0" 4'-11" 2'-0" 12'-2 5/8" C 6'-0" C 10'-11 3/8" 6'-10 5/8" 7'-6 1/2" 4'-6" 3 1/2" 4'-6" 2'-1" 5'-0" EQEQ 6'-8 5/8" 3'-9 7/8" 9'-3 1/8" P5 A402 C1B1 D3 3 1/2" 3 1/2" 3 1/2" WINDOW WELL WINDOW WELL C1 A304 D1 A304 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:46:28 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A101 BASEMENT FLOOR PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET GENERAL SHEET NOTES - PLANS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Refer to wall schedules for wall and partition types, components, fire resistance, etc. 3 Exterior walls are 1-hour fire rated. See wall schedule. 4 All dimensions are to the face of studs, masonry or concrete, unless noted otherwise. 5 Unless noted otherwise, all gypsum wall board (GWB) shall be ⅝”, Type ‘X’. 6 Provide cement backing board in lieu of GWB at wall surfaces scheduled to receive ceramic, porcelain or stone tiles. 7 Unless noted otherwise, all partitions shall extend to underside of deck or structure above. 8 Unless noted otherwise, space control joints in GWB walls and ceilings as required by ASTM C 840. 9 Floor elevation 0.00 is equivalent to elevation FFE on Site/Civil Plans. 10 Unless otherwise noted, layout on one floor is the same as the others. BATHROOMS 1 Provide moisture and mold resistant GWB in toilets, bathrooms, and other ‘wet’ locations. 2 “Type A” bathrooms are those that shall meet the accessibility requirements of Section 1003.11 of ICC A117.1 (Accessible and Usable Buildings and Facilities). Provide concealed blocking as required for installation of grab bars in the future. 3 Provide concealed blocking to support towel bars, robe hooks, toilet paper holder and similar wall-mounted accessories. KITCHENS 1 Submit shop drawings showing casework and appliances, prior to ordering. 2 Adjust placement of appliances to permit complete and unobstructed opening of doors. 3 For appliances with reversible doors, coordinate swing direction with Architect prior to installation. OPENINGS 1 Refer to door and window schedules for types, sizes, fire resistance and additional information. 2 Doors are centered on rooms, or 6" from wall on hinge side, unless noted otherwise. 3 Provide access doors as required to reach MEP items requiring maintenance or adjustment. Coordinate type and size with MEP trades. 4 Provide double studs at all door jambs. 5 Provide (2) 2x6 headers (or steel stud equivalent) over windows and single door openings, unless noted otherwise. 6 Provide concealed blocking behind door wall stops, and install stops as soon as practical, to prevent damage to walls. STAIRS AND RAILINGS 1 Unless noted otherwise, stair treads shall be ≥11”and stair risers ≤7”. Provide nosings as shown on drawings (or, if not shown, as required by IBC Chapter 10). 2 Handrails, guardrails and grab bars shall resist loads described in IBC Section 1607.8. SHEET KEYNOTES KEY NOTE 1 ALIGN CENTER OF FEATURE 2 ALIGN EDGE OF FEATURE 3 VIF REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 1/4" = 1'-0"D1 FLOOR PLAN - BASEMENT 0' 4' 2' NORTH WH UP WH DW A202 D1 A201 D1 A201B1 A203 D1 B1 A301 B1 A301 38'-4" 50'-6" 50'-6" 38'-4" 17'-8"11'-6 1/8" 15'-8" 3'-7 1/2" FIN 3'-7 1/2" FIN 5'-0" B1 A302 B1 A302 D1 A303 C1 A303 674.50 673.50 LIVING/DINING 101 STAIR A 100A BEDROOM 1 102BEDROOM 2 103 BEDROOM 3 104 BEDROOM 4 105 BEDROOM 5 106 HALL BATH 107 BATH 109MECH CLOSET 108 HALL KITCHEN 110 TRASH ROOM M100 STAIR B 100B PACKAGES M101 10'-6 7/8" 5 1/2" 3'-9" 3 1/2" 10'-2" 5 1/2" 11'-5 1/4" 10'-2 1/4" 3 1/2" 10'-3"5 1/2"15'-0 1/2"5 1/2"2'-1 7/8" 3 1/2" 10'-1 7/8" 4'-1 1/2"10'-11 1/2"3'-4"3'-4"9'-3"7'-4" 14'-10 3/4" 5 1/2" 10'-3 7/8" 3 1/2" 2'-1 1/4" 3 1/2" 10'-3 5/8" 3 1/2" 10'-4" 5'-2 7/8"19'-4"25'-11 1/8" 2'-8"21'-0"13'-0"13'-10" 3'-7 3/4" 5 1/2" 9'-4 1/4" 3'-1" FIN 3'-1" FIN EQEQ 3'-4 3/8" 9'-11 3/8" 6'-9" 3 1/2" 7'-6 1/2" 3 1/2" 2'-10" 3 1/2" 3'-11 3/4" 3 1/2" 6'-0 3/4" 2'-9" 5 1/2" 5'-2 1/4" 3 1/2" 1'-6" 6'-0" 3 1/2" 8'-11 1/2" 3 1/2" 2'-2" 4'-10 3/4" 3 1/2" 5'-0" 3'-1" FIN 3'-1" FIN 6'-8 1/2"1'-1 1/8" 1'-1 1/4"6'-8 1/2" 3'-1" 6'-5" 5'-4" 5'-3"6'-5"3'-1" 6'-0"13'-2"13'-2"6'-0" 3'-11 1/2" D2 D3 D2D2D3 EX4 EX2 D1 C C C C D EX1 C D3 EX1 C D D2 D3 D2 D2 D3 D6 D3 D8 EX4 D C B A D9 E1 E1A P6 P4 P1 P2 P2 P3 P1 P1 P2 P4 P1 P4 P1 P1 W/D P1 P1 P2 P1 P2 A401 B1 P1 P1 P1 E1A E1 E1A E1A P3 REF P7 P7 D9 A502 C4 P4 EP TYPE A C1 A304 D1 A304 TYPE B UNIT WITH TYPE A BATHROOM P6 E1A E1A P3 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:46:31 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A102 FIRST FLOOR PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 2 Revision 2 09/01/20 1/4" = 1'-0"D1 1ST FLOOR PLAN 0' 4' 2' NORTH GENERAL SHEET NOTES - PLANS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Refer to wall schedules for wall and partition types, components, fire resistance, etc. 3 Exterior walls are 1-hour fire rated. See wall schedule. 4 All dimensions are to the face of studs, masonry or concrete, unless noted otherwise. 5 Unless noted otherwise, all gypsum wall board (GWB) shall be ⅝”, Type ‘X’. 6 Provide cement backing board in lieu of GWB at wall surfaces scheduled to receive ceramic, porcelain or stone tiles. 7 Unless noted otherwise, all partitions shall extend to underside of deck or structure above. 8 Unless noted otherwise, space control joints in GWB walls and ceilings as required by ASTM C 840. 9 Floor elevation 0.00 is equivalent to elevation FFE on Site/Civil Plans. 10 Unless otherwise noted, layout on one floor is the same as the others. BATHROOMS 1 Provide moisture and mold resistant GWB in toilets, bathrooms, and other ‘wet’ locations. 2 “Type A” bathrooms are those that shall meet the accessibility requirements of Section 1003.11 of ICC A117.1 (Accessible and Usable Buildings and Facilities). Provide concealed blocking as required for installation of grab bars in the future. 3 Provide concealed blocking to support towel bars, robe hooks, toilet paper holder and similar wall-mounted accessories. KITCHENS 1 Submit shop drawings showing casework and appliances, prior to ordering. 2 Adjust placement of appliances to permit complete and unobstructed opening of doors. 3 For appliances with reversible doors, coordinate swing direction with Architect prior to installation. OPENINGS 1 Refer to door and window schedules for types, sizes, fire resistance and additional information. 2 Doors are centered on rooms, or 6" from wall on hinge side, unless noted otherwise. 3 Provide access doors as required to reach MEP items requiring maintenance or adjustment. Coordinate type and size with MEP trades. 4 Provide double studs at all door jambs. 5 Provide (2) 2x6 headers (or steel stud equivalent) over windows and single door openings, unless noted otherwise. 6 Provide concealed blocking behind door wall stops, and install stops as soon as practical, to prevent damage to walls. STAIRS AND RAILINGS 1 Unless noted otherwise, stair treads shall be ≥11”and stair risers ≤7”. Provide nosings as shown on drawings (or, if not shown, as required by IBC Chapter 10). 2 Handrails, guardrails and grab bars shall resist loads described in IBC Section 1607.8. SHEET KEYNOTES KEY NOTE 1 ALIGN CENTER OF FEATURE 2 ALIGN EDGE OF FEATURE 3 VIF WINDOW SCHEDULE TYPE UNIT WIDTH UNIT HEIGHT DESCRIPTION OPERATION TEMPERED COMMENTS A 3' - 0" 2' - 0" AWNING No B 3' - 0" 2' - 0" AWNING Yes C 3' - 0" 4' - 0" SINGLE HUNG No D 3' - 0" 4' - 0" SINGLE HUNG Yes DOOR SCHEDULE MARK WIDTH HEIGHT DESCRIPTION FRAME MATERIAL PANEL FIRE RATING COMMENTS D1 3' - 0" 6' - 8" FLUSH HOLLOW METAL HM METAL 90 MIN UNIT STAIR DOOR D2 3' - 0" 6' - 8" 2-PANEL MASONITE WD MASONITE D3 2' - 8" 6' - 8" 2-PANEL MASONITE WD MASONITE D6 1' - 6" 6' - 8" 2-PANEL MASONITE WD MASONITE D7 2' - 4" 6' - 8" 2-PANEL MASONITE WD MASONITE D8 6' - 0" 6' - 8" DOUBLE DOOR WITH LOUVER PANELS WD WOOD D9 3' - 1" STAIR INTERRUPTION GATE HM N/A EX1 3' - 0" 7' - 0" FLUSH HOLLOW METAL HM METAL 45 MIN EX2 3' - 0" 7' - 0" THERMATRU FLUSH FIBERGLASS HM FIBERGLASS EX4 3' - 0" 7' - 0" THERMATRU HALF LITE FIBERGLASS HM 2 WH DN DW WH A202 D1 A201 D1 A201B1 A203 D1 B1 A301 B1 A301 A1 A303 B1 A302 B1 A302 D1 A303 C1 A303 BEDROOM 1 202 BEDROOM 2 203 BEDROOM 3 204 BEDROOM 4 205 BEDROOM 5 206 STAIR B A200B STAIR A 200A BEDROOM 6 211 LIVING/DINING 201 KITCHEN 210 HALL BATH 207 HALL BATH 209 MECH CLOSET 208 BALCONY 212 38'-4" 50'-6" 50'-6" 38'-4" 17'-7" 11'-4 3/8" 15'-8" 3'-7 1/2" FIN 3'-7 1/2" FIN 2'-0"5'-0" 10'-6 7/8" 5 1/2" 3'-9" 3 1/2" 10'-2" 5 1/2" 11'-5 1/4" 10'-2 1/4" 3 1/2" 10'-3"5 1/2"15'-0 1/2" 5 1/2" 2'-1 7/8" 3 1/2" 10'-1 7/8" 4'-1 1/2"10'-11 1/2"3'-4"3'-4"9'-3"7'-4" 14'-10 3/4" 5 1/2" 10'-3 7/8" 3 1/2" 2'-1 1/4" 3 1/2" 10'-3 5/8" 3 1/2" 10'-4" 2'-8"21'-0"13'-0"13'-10" 2'-1" 3 1/2" 11'-1" 3'-1" FIN 3'-1" FIN EQEQ 3'-4 3/8" 9'-11 1/8"6'-9" 3 1/2" 7'-6 1/2" 3 1/2" 2'-10" 3 1/2" 3'-11 3/4" 3 1/2" 6'-0 3/4" 2'-9" 5 1/2" 5'-2 1/4" 3 1/2" 1'-6" 6'-0" 3 1/2" 8'-11 1/2" 3 1/2" 2'-2" 4'-10 3/4" 3 1/2" 5'-0" 6'-8 1/2"1'-1 1/8" 1'-1 1/4"6'-8 1/2" 6'-5" 5'-4" 5'-3"6'-5"3'-1" 6'-0"13'-2"13'-2"6'-0" 4'-3 5/8" 17'-7"6'-11"26'-0" 2'-0" D3 D3 D3 D3D3 D3 D3 D3 D3 D3 D1 C C C C C D C C D3 EX4 D D1 D3D6 C C D B A A C D D8 A402 D3 3'-1" FIN 3'-1" FIN E1 E3 E1 E1A D3 REF D3 P2 P2 P1 P1 P1 P1 P3 P4P2 P2 P1 P2 P1 P1 P2 P1 P1 P1 P2 P1 P1 P4 P4 P3 P1 P1 P1 D3 A402 C2 B2 E1A C1 A304 D1 A304 E1A Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:46:34 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A103 SECOND FLOOR PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 2 Revision 2 09/01/20 1/4" = 1'-0"D1 2ND FLOOR PLAN GENERAL SHEET NOTES - PLANS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Refer to wall schedules for wall and partition types, components, fire resistance, etc. 3 Exterior walls are 1-hour fire rated. See wall schedule. 4 All dimensions are to the face of studs, masonry or concrete, unless noted otherwise. 5 Unless noted otherwise, all gypsum wall board (GWB) shall be ⅝”, Type ‘X’. 6 Provide cement backing board in lieu of GWB at wall surfaces scheduled to receive ceramic, porcelain or stone tiles. 7 Unless noted otherwise, all partitions shall extend to underside of deck or structure above. 8 Unless noted otherwise, space control joints in GWB walls and ceilings as required by ASTM C 840. 9 Floor elevation 0.00 is equivalent to elevation FFE on Site/Civil Plans. 10 Unless otherwise noted, layout on one floor is the same as the others. BATHROOMS 1 Provide moisture and mold resistant GWB in toilets, bathrooms, and other ‘wet’ locations. 2 “Type A” bathrooms are those that shall meet the accessibility requirements of Section 1003.11 of ICC A117.1 (Accessible and Usable Buildings and Facilities). Provide concealed blocking as required for installation of grab bars in the future. 3 Provide concealed blocking to support towel bars, robe hooks, toilet paper holder and similar wall-mounted accessories. KITCHENS 1 Submit shop drawings showing casework and appliances, prior to ordering. 2 Adjust placement of appliances to permit complete and unobstructed opening of doors. 3 For appliances with reversible doors, coordinate swing direction with Architect prior to installation. OPENINGS 1 Refer to door and window schedules for types, sizes, fire resistance and additional information. 2 Doors are centered on rooms, or 6" from wall on hinge side, unless noted otherwise. 3 Provide access doors as required to reach MEP items requiring maintenance or adjustment. Coordinate type and size with MEP trades. 4 Provide double studs at all door jambs. 5 Provide (2) 2x6 headers (or steel stud equivalent) over windows and single door openings, unless noted otherwise. 6 Provide concealed blocking behind door wall stops, and install stops as soon as practical, to prevent damage to walls. STAIRS AND RAILINGS 1 Unless noted otherwise, stair treads shall be ≥11”and stair risers ≤7”. Provide nosings as shown on drawings (or, if not shown, as required by IBC Chapter 10). 2 Handrails, guardrails and grab bars shall resist loads described in IBC Section 1607.8. SHEET KEYNOTES KEY NOTE 1 ALIGN CENTER OF FEATURE 2 ALIGN EDGE OF FEATURE 3 VIF 0' 4' 2' NORTH 2 WH DW WH A202 D1 A201 D1 A201B1 A203 D1 B1 A301 B1 A301 A1 A303 B1 A302 B1 A302 D1 A303 C1 A303 STAIR B 300B KITCHEN 310 BEDROOM 6 311 LIVING/DINING 301 BATH 309 BATH 307 MECH CLOSET 308 BEDROOM 1 302 BEDROOM 2 303BEDROOM 3 304 STAIR A 300A BALCONY 312 BEDROOM 4 305 BEDROOM 5 306 HALL HALL D3 D3 D3 D3D3 D3 D3 D3 D3 D3 D1 C C C C C D C C D3 EX4 D D1 D3D6 C C D B A A C D D8 E3 E1 REF D3 P2 P4 P4 P1 P2 P1 P2 P1 P2 P1 P1 P1 P1 P2 P3 P4 P3 P1 P1 P1 P1 P1 P1 C1 A304 D1 A304 E1A E1 E1 E1 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:46:36 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A104 THIRD FLOOR PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 2 Revision 2 09/01/20 1/4" = 1'-0"D1 FLOOR PLAN - 3RD FLOOR 0' 4' 2' NORTH GENERAL SHEET NOTES - PLANS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Refer to wall schedules for wall and partition types, components, fire resistance, etc. 3 Exterior walls are 1-hour fire rated. See wall schedule. 4 All dimensions are to the face of studs, masonry or concrete, unless noted otherwise. 5 Unless noted otherwise, all gypsum wall board (GWB) shall be ⅝”, Type ‘X’. 6 Provide cement backing board in lieu of GWB at wall surfaces scheduled to receive ceramic, porcelain or stone tiles. 7 Unless noted otherwise, all partitions shall extend to underside of deck or structure above. 8 Unless noted otherwise, space control joints in GWB walls and ceilings as required by ASTM C 840. 9 Floor elevation 0.00 is equivalent to elevation FFE on Site/Civil Plans. 10 Unless otherwise noted, layout on one floor is the same as the others. BATHROOMS 1 Provide moisture and mold resistant GWB in toilets, bathrooms, and other ‘wet’ locations. 2 “Type A” bathrooms are those that shall meet the accessibility requirements of Section 1003.11 of ICC A117.1 (Accessible and Usable Buildings and Facilities). Provide concealed blocking as required for installation of grab bars in the future. 3 Provide concealed blocking to support towel bars, robe hooks, toilet paper holder and similar wall-mounted accessories. KITCHENS 1 Submit shop drawings showing casework and appliances, prior to ordering. 2 Adjust placement of appliances to permit complete and unobstructed opening of doors. 3 For appliances with reversible doors, coordinate swing direction with Architect prior to installation. OPENINGS 1 Refer to door and window schedules for types, sizes, fire resistance and additional information. 2 Doors are centered on rooms, or 6" from wall on hinge side, unless noted otherwise. 3 Provide access doors as required to reach MEP items requiring maintenance or adjustment. Coordinate type and size with MEP trades. 4 Provide double studs at all door jambs. 5 Provide (2) 2x6 headers (or steel stud equivalent) over windows and single door openings, unless noted otherwise. 6 Provide concealed blocking behind door wall stops, and install stops as soon as practical, to prevent damage to walls. STAIRS AND RAILINGS 1 Unless noted otherwise, stair treads shall be ≥11”and stair risers ≤7”. Provide nosings as shown on drawings (or, if not shown, as required by IBC Chapter 10). 2 Handrails, guardrails and grab bars shall resist loads described in IBC Section 1607.8. SHEET KEYNOTES KEY NOTE 1 ALIGN CENTER OF FEATURE 2 ALIGN EDGE OF FEATURE 3 VIF 2 WH DW WH A202 D1 A201 D1 A201B1 A203 D1 B1 A301 B1 A301 A1 A303 B1 A302 B1 A302 D1 A303 C1 A303 BEDROOM 6 411 MECH CLOSET 408 BATH 409 LIVING/DINING 401 BALCONY 412 STAIR A 400A STAIR B 400B KITCHEN 410 BEDROOM 1 402 BEDROOM 2 403BEDROOM 3 404 HALL HALL BATH 407 BEDROOM 4 405 BEDROOM 5 406 D3 D3 D3 D3D3 D1 C C C C C D C C D3 EX4 D D1 D3 C C D B A A C D D3 D3 D3 D3 D3 D6 D8 E2 E3 ROOF ACCESS LADDER D3 REF D3 W/D EP C1 A304 D1 A304 E2A E2 E2 E2 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:46:39 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A105 FOURTH FLOOR PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 2 Revision 2 09/01/20 1/4" = 1'-0"D1 FLOOR PLAN - 4TH FLOOR 0' 4' 2' NORTH GENERAL SHEET NOTES - PLANS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Refer to wall schedules for wall and partition types, components, fire resistance, etc. 3 Exterior walls are 1-hour fire rated. See wall schedule. 4 All dimensions are to the face of studs, masonry or concrete, unless noted otherwise. 5 Unless noted otherwise, all gypsum wall board (GWB) shall be ⅝”, Type ‘X’. 6 Provide cement backing board in lieu of GWB at wall surfaces scheduled to receive ceramic, porcelain or stone tiles. 7 Unless noted otherwise, all partitions shall extend to underside of deck or structure above. 8 Unless noted otherwise, space control joints in GWB walls and ceilings as required by ASTM C 840. 9 Floor elevation 0.00 is equivalent to elevation FFE on Site/Civil Plans. 10 Unless otherwise noted, layout on one floor is the same as the others. BATHROOMS 1 Provide moisture and mold resistant GWB in toilets, bathrooms, and other ‘wet’ locations. 2 “Type A” bathrooms are those that shall meet the accessibility requirements of Section 1003.11 of ICC A117.1 (Accessible and Usable Buildings and Facilities). Provide concealed blocking as required for installation of grab bars in the future. 3 Provide concealed blocking to support towel bars, robe hooks, toilet paper holder and similar wall-mounted accessories. KITCHENS 1 Submit shop drawings showing casework and appliances, prior to ordering. 2 Adjust placement of appliances to permit complete and unobstructed opening of doors. 3 For appliances with reversible doors, coordinate swing direction with Architect prior to installation. OPENINGS 1 Refer to door and window schedules for types, sizes, fire resistance and additional information. 2 Doors are centered on rooms, or 6" from wall on hinge side, unless noted otherwise. 3 Provide access doors as required to reach MEP items requiring maintenance or adjustment. Coordinate type and size with MEP trades. 4 Provide double studs at all door jambs. 5 Provide (2) 2x6 headers (or steel stud equivalent) over windows and single door openings, unless noted otherwise. 6 Provide concealed blocking behind door wall stops, and install stops as soon as practical, to prevent damage to walls. STAIRS AND RAILINGS 1 Unless noted otherwise, stair treads shall be ≥11”and stair risers ≤7”. Provide nosings as shown on drawings (or, if not shown, as required by IBC Chapter 10). 2 Handrails, guardrails and grab bars shall resist loads described in IBC Section 1607.8. SHEET KEYNOTES KEY NOTE 1 ALIGN CENTER OF FEATURE 2 ALIGN EDGE OF FEATURE 3 VIF 2 B1 A301 B1 A301 A1 A303 B1 A302 B1 A302 D1 A303 C1 A303 2'-2" 50'-6" 2'-2" 2'-2"38'-4"2'-2" 2'-2"50'-6"2'-2" 2'-2"38'-4"2'-2" 50'-6" 38'-4" 1/4" / 12" 1/4" / 12" 1/4" / 12" 1/4" / 12" ROOF HATCH FOR LADDER ACCESS 5'-0" 10'-0" FIRE RATED SHEARING Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:46:39 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A106 ROOF PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 2 Revision 2 09/01/20 1/4" = 1'-0"D1 FLOOR PLAN - ROOF 0' 4' 2' NORTH GENERAL SHEET NOTES - PLANS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Refer to wall schedules for wall and partition types, components, fire resistance, etc. 3 Exterior walls are 1-hour fire rated. See wall schedule. 4 All dimensions are to the face of studs, masonry or concrete, unless noted otherwise. 5 Unless noted otherwise, all gypsum wall board (GWB) shall be ⅝”, Type ‘X’. 6 Provide cement backing board in lieu of GWB at wall surfaces scheduled to receive ceramic, porcelain or stone tiles. 7 Unless noted otherwise, all partitions shall extend to underside of deck or structure above. 8 Unless noted otherwise, space control joints in GWB walls and ceilings as required by ASTM C 840. 9 Floor elevation 0.00 is equivalent to elevation FFE on Site/Civil Plans. 10 Unless otherwise noted, layout on one floor is the same as the others. BATHROOMS 1 Provide moisture and mold resistant GWB in toilets, bathrooms, and other ‘wet’ locations. 2 “Type A” bathrooms are those that shall meet the accessibility requirements of Section 1003.11 of ICC A117.1 (Accessible and Usable Buildings and Facilities). Provide concealed blocking as required for installation of grab bars in the future. 3 Provide concealed blocking to support towel bars, robe hooks, toilet paper holder and similar wall-mounted accessories. KITCHENS 1 Submit shop drawings showing casework and appliances, prior to ordering. 2 Adjust placement of appliances to permit complete and unobstructed opening of doors. 3 For appliances with reversible doors, coordinate swing direction with Architect prior to installation. OPENINGS 1 Refer to door and window schedules for types, sizes, fire resistance and additional information. 2 Doors are centered on rooms, or 6" from wall on hinge side, unless noted otherwise. 3 Provide access doors as required to reach MEP items requiring maintenance or adjustment. Coordinate type and size with MEP trades. 4 Provide double studs at all door jambs. 5 Provide (2) 2x6 headers (or steel stud equivalent) over windows and single door openings, unless noted otherwise. 6 Provide concealed blocking behind door wall stops, and install stops as soon as practical, to prevent damage to walls. STAIRS AND RAILINGS 1 Unless noted otherwise, stair treads shall be ≥11”and stair risers ≤7”. Provide nosings as shown on drawings (or, if not shown, as required by IBC Chapter 10). 2 Handrails, guardrails and grab bars shall resist loads described in IBC Section 1607.8. SHEET KEYNOTES KEY NOTE 1 ALIGN CENTER OF FEATURE 2 ALIGN EDGE OF FEATURE 3 VIF 2 1 7' - 0" 8' - 0 5/8" 8' - 0 5/8" 8' - 0 5/8" 7' - 0" 8' - 0 5/8" 8' - 0 5/8" 8' - 0 5/8" 8' - 0 5/8" 8' - 0 5/8" GWB UNDERSIDE OF STAIRS BEDROOM 1 006 BEDROOM 2 005 BEDROOM 3 004 LIVING/DINING 002 BEDROOM 4 003 UTILITY ROOM M003 BIKE ROOM M002 HALL M001 KITCHEN 001 BATH 007 BATH 008 STAIR B 000B STAIR A 000A 7' - 0" 7' - 0" 8' - 0 5/8" 8' - 0 5/8" 7' - 0" 7' - 0"7' - 0" 2'-0" 8' - 0 5/8" 8' - 0 5/8"8' - 0 5/8" 8' - 0 5/8" 8' - 0 5/8" 8' - 0 5/8" 7' - 0" 7' - 0" 8' - 2 3/4" BEAD BOARD CEILING BEDROOM 1 102 BEDROOM 2 103 BEDROOM 3 104 BEDROOM 4 105 BEDROOM 5 106 STAIR B 100B KITCHEN 110 TRASH ROOM M100 LIVING/DINING 101 STAIR A 100A BATH 107 BATH 109 HALL 257 7' - 0" HALL 255 7' - 0" 7' - 0" 7' - 0" 7' - 0" 8' - 0 5/8" 8' - 0 5/8"8' - 0 5/8"8' - 0 5/8" 8' - 0 5/8" 8' - 0 5/8" 8' - 0 5/8" 7' - 0" 7' - 0" BATH 307 BATH 309 HALL 225 7' - 0" HALL 223 7' - 0" 7' - 0" 7' - 0" 7' - 0" BEDROOM 3 304 BEDROOM 4 305 BEDROOM 5 306 STAIR B 300B KITCHEN 310 BEDROOM 6 311 LIVING/DINING 301 STAIR A 300ABEDROOM 1 302 BEDROOM 2 303 7' - 0" 8' - 2 7/8" 8' - 1 3/8"8' - 1 3/8"8' - 1 3/8" 8' - 1 3/8" 8' - 1 3/8" 8' - 1 3/8" 8' - 1 3/8" 7' - 0" 7' - 0" BATH 407 BATH 409 HALL 241 7' - 0" HALL 239 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" BEDROOM 3 404 BEDROOM 2 403 BEDROOM 1 402 LIVING/DINING 401 STAIR A 400A BEDROOM 6 411 KITCHEN 410 STAIR B 400B BEDROOM 5 406 BEDROOM 4 405 8' - 3 1/2" Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 3/16" = 1'-0" 9/1/2020 11:46:43 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A107 REFLECTED CEILING PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 3/16" = 1'-0"A1 RCP - BASEMENT 0' 4' 2' NORTH 3/16" = 1'-0"A2 RCP - 1ST FLOOR 3/16" = 1'-0"C1 RCP - 3RD FLOOR 3/16" = 1'-0"C2 RCP - 4TH FLOOR 1ST SUB FLOOR 673.50' 2ND SUB FLOOR 682.83' AVERAGE GRADE PLANE 668.33' 3RD SUB FLOOR 692.17' 4TH SUB FLOOR 701.50' TOP OF 4TH STORY PLATE 709.84' BASEMENT 664.17' 8'-4 1/8" 9'-4" 9'-4" 9'-4" 9'-4" 2'-0" 42'-8 1/2" CCD EX1 CCD CCD D D D B A A B A A B A A C C C D D D CD EX4 D C B A C1 A504 C3 A504 C2 A504 D1 A504 D2 A504 D3 A504 3'-6" C CC C CC C CC C CC D CC CC EX4 C1 A504 C2 A504 D1 A504 D2 A504 D3 A504 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:46:46 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A201 ELEVATIONS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET 1/4" = 1'-0"B1 ELEVATION - EAST GENERAL SHEET NOTES - ELEVATIONS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Coordinate exterior elevation work with floor plans, window schedule and door schedule. 3 See schedules for head heights - coordinate adjacent window and door rough openings to ensure alignment of head casings. 4 Coordinate location of safety glazing with Architect, prior to ordering doors or windows. 5 Coordinate quantity, location and type of Window Operation Control Devices (WOCD) with Architect, prior to ordering windows. 6 Coordinate exterior elevation work with MEP drawings. Unless noted otherwise, center light fixtures, louvers and similar items on door and window openings. Consult Architect prior to roughing in. 7 Floor elevation 0.00 is equivalent to elevation FFE on Site/Civil Plans. REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 1/4" = 1'-0"D1 ELEVATION - WEST 1ST SUB FLOOR 673.50' 2ND SUB FLOOR 682.83' AVERAGE GRADE PLANE 668.33' 3RD SUB FLOOR 692.17' 4TH SUB FLOOR 701.50' TOP OF 4TH STORY PLATE 709.84' BASEMENT 664.17' 8'-4 1/8" 9'-4" 9'-4" 9'-4" 9'-4" 42'-8 1/2" 1'-10" 2'-0" C C C C C C EX1 EX1 D1 A504 D3 A504 SEE SITE PLANS FOR GUARDRAIL AND OTHER FEATURES Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:46:50 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A202 ELEVATIONS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 1/4" = 1'-0"D1 ELEVATION - NORTH 1ST SUB FLOOR 673.50' 2ND SUB FLOOR 682.83' AVERAGE GRADE PLANE 668.33' 3RD SUB FLOOR 692.17' 4TH SUB FLOOR 701.50' TOP OF 4TH STORY PLATE 709.84' BASEMENT 664.17' 8'-4 1/8" 9'-4" 9'-4" 9'-4" 9'-4" 2'-0" C C D C C D C C D C C D C C 42'-8 1/2" Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:46:53 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A203 ELEVATIONS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 1/4" = 1'-0"D1 ELEVATION - SOUTH 1ST SUB FLOOR 673.50' B.O. FOUNDATION 662.17' TOP OF 1ST STORY PLATE 681.78' 2ND SUB FLOOR 682.83' TOP OF 2ND STORY PLATE 691.11' 3RD SUB FLOOR 692.17' 4TH SUB FLOOR 701.50' TOP OF 4TH STORY PLATE 709.84' BASEMENT 664.17' T.O. FOUNDATION 672.50' 8'-4 1/8" 9'-4" 9'-4" 9'-4" 9'-4" TOP OF 3RD STORY PLATE 700.45' A303 A1 DOUBLE TOP PLATE AT INTERIOR WALLS. TYPICAL BEDROOM 1 402 BEDROOM 1 302 BEDROOM 1 202 BEDROOM 1 102 BEDROOM 1 006 A502 D1 Sim D3 D3 D3 D3 D3 D9 KITCHEN 001 BATH 109 BATH 209 BATH 309 BATH 409 HALL HALL HALL HALL HALL HALL HALL HALL STAIR B 000B Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:46:55 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A301 BUILDING SECTION 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET 1/4" = 1'-0"B1 BUILDING SECTION 1 0' 4' 2' GENERAL SHEET NOTES - SECTIONS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Notes on one drawing, section or detail apply to all similar drawings, sections or details. 3 Floor elevation 0.00 is equivalent to elevation FFE on Site/Civil Plans. REVISIONS Δ DESCRIPTION DATE 1ST SUB FLOOR 673.50' TOP OF 1ST STORY PLATE 681.78' 2ND SUB FLOOR 682.83' TOP OF 2ND STORY PLATE 691.11' 3RD SUB FLOOR 692.17' 4TH SUB FLOOR 701.50' TOP OF 4TH STORY PLATE 709.84' BASEMENT 664.17' TOP OF 3RD STORY PLATE 700.45' DOUBLE TOP PLATE AT INTERIOR WALLS. TYPICAL A501 D2 KITCHEN 410 STAIR B 400B BEDROOM 5 406 BEDROOM 5 306 BEDROOM 5 206 BEDROOM 5 106 BEDROOM 4 003 KITCHEN 310 KITCHEN 210 KITCHEN 110 TRASH ROOM M100 UTILITY ROOM M003 BIKE ROOM M002 A503 C2 Sim A502 D2 Sim A501 B1 Sim A502 C1 Sim A503 C2 Sim D3 D3 D3 D3 D3 D3 D1 D1 D1 D1 D1D1 MIN 4'-0" BEDROOM 6 211 BEDROOM 6 311 BEDROOM 6 411 A304 D1 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:46:58 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A302 BUILDING SECTION 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1/4" = 1'-0"B1 BUILDING SECTION 2 0' 4' 2' 1ST SUB FLOOR 673.50' B.O. FOUNDATION 662.17' TOP OF 1ST STORY PLATE 681.78' 2ND SUB FLOOR 682.83' AVERAGE GRADE PLANE 668.33' 4TH SUB FLOOR 701.50' TOP OFLATE 710.83' TOP OF 4TH STORY PLATE 709.84' BASEMENT 664.17' T.O. FOUNDATION 672.50' TOP OF 3RD STORY PLATE 700.45' A503 C2 Sim A501 D1 Sim A501 B3 Sim 1x12 TRIM 1x10 TRIM BEAD BOARD CEILING LIVING/DINING 401 LIVING/DINING 201 LIVING/DINING 101 HALL M001 EX4 EX4 A506 C3 Sim 1ST SUB FLOOR 673.50' B.O. FOUNDATION 662.17' TOP OF 1ST STORY PLATE 681.78' 2ND SUB FLOOR 682.83' AVERAGE GRADE PLANE 668.33' 4TH SUB FLOOR 701.50' TOP OFLATE 710.83' TOP OF 4TH STORY PLATE 709.84' BASEMENT 664.17' T.O. FOUNDATION 672.50' TOP OF 3RD STORY PLATE 700.45' A503 C2 Sim A501 D4 Sim LIVING/DINING 401 LIVING/DINING 201 LIVING/DINING 101 HALL M001 STAIR A 000A EX4 D1 D1 1ST SUB FLOOR 673.50' B.O. FOUNDATION 662.17' TOP OF 1ST STORY PLATE 681.78' 2ND SUB FLOOR 682.83' 4TH SUB FLOOR 701.50' TOP OFLATE 710.83' TOP OF 4TH STORY PLATE 709.84' BASEMENT 664.17' T.O. FOUNDATION 672.50' TOP OF 3RD STORY PLATE 700.45' 11 1/4" 8'-4"1'-0"8'-3 3/8"1'-0 5/8"17'-7 3/8"1'-0 5/8"8'-4 1/8"11 7/8" A503 C2 Sim A502 D2 Sim A501 D2 Sim TRASH ROOM M100 BIKE ROOM M002 BEDROOM 6 211 BEDROOM 6 411 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/2" = 1'-0" 9/1/2020 11:47:01 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A303 WALL SECTIONS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 1/2" = 1'-0"D1 WALL SECTION 3 1/2" = 1'-0"C1 WALL SECTION 2 1/2" = 1'-0"A1 WALL SECTION 1 122 10 2 10 2 T 10 2 P 10 2 62 122 122 122 122 12 2 12 2 TOP OF 2ND STORY PLATE 691.11' AVERAGE HEIGHT 696.71' 3RD SUB FLOOR 692.17' R @ 7"16 11" TREAD R @ 7"16 11" TREAD R @ 7"16 11" TREAD STAIR B 000B STAIR B 100B STAIR B A200B STAIR B 400B 1ST SUB FLOOR 673.50' TOP OF 1ST STORY PLATE 681.78' 2ND SUB FLOOR 682.83' 4TH SUB FLOOR 701.50' TOP OFLATE 710.83' TOP OF 4TH STORY PLATE 709.84' BASEMENT 664.17' T.O. FOUNDATION 672.50' TOP OF 3RD STORY PLATE 700.45' STAIR A 000A STAIR A 100A STAIR A 200A STAIR A 400A R @ 7"16 11" TREAD R @ 7"16 11" TREAD GWB CEILING AT UNDERSIDE OF STAIRS. TYPICAL. 07 84 00.A1 06 11 00.H4BEYOND 07 84 00.A1 INSTALL 18" TALL STRIPS OF WALL FINISH DURING WALL FRAMING, SEE PLAN FOR WALL TYPE WALL TYPE PER PLAN VARIES-SEE PLAN 11" 07 84 00.A1 STAIR TREAD & NOSING 1/4" 5 1/2" A3 A304 TYP. Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD As indicated 9/1/2020 11:47:04 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A304 STAIR SECTION 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 3/8" = 1'-0"D1 STAIR B - SECTION 3/8" = 1'-0"C1 STAIR A - SECTION 1 1/2" = 1'-0"A1 STAIR-LANDING 1 1/2" = 1'-0"A2 STAIR- TREAD & RISER DETAIL 1 1/2" = 1'-0"A3 STAIR- STRINGER AT WALL DETAIL WH WH 1'-8 1/4"3'-0"1'-5" 1'-5" 3 1/2" SHELVES A401 C3 C4 A401 D2D1 4'-10 3/4"3 1/2"5'-0" 3 1/2"6'-0"3 1/2"8'-11 1/2" 2'-9"5 1/2"6'-11 3/4" 6'-9"3 1/2"7'-6 1/2"3 1/2"4 1/2" 1'-10 1/4" PROVIDE BLOCKING FOR FUTURE GRAB BARS D3 1'-6" MIN BATH 107 BATH 109 ADA SINK (TYPE A BATH) 4'-9" A401 B3 EQEQ 9'-4 1/2" 9'-5 1/8" 5'-1 7/8"5 1/2"5'-1 1/4" B4 BLOCKING FOR FUTURE GRAB BARS VANITY TYPICAL IN MOST UNITS. WALL MOUNTED SINK OR REMOVABLE VANITY PER ADA REQUIREMENTS IN TYPE "A" BATH 24x36 MIRROR BLOCKING FOR FUTURE GRAB BARS 24x36 MIRROR 2'-10" 24x36 MIRROR OFF CENTER CONTROLS IN TYPE "A" BATH Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/2" = 1'-0" 9/1/2020 11:47:07 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A401 ENLARGED PLANS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET GENERAL SHEET NOTES - PLANS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Refer to wall schedules for wall and partition types, components, fire resistance, etc. 3 Exterior walls are 1-hour fire rated. See wall schedule. 4 All dimensions are to the face of studs, masonry or concrete, unless noted otherwise. 5 Unless noted otherwise, all gypsum wall board (GWB) shall be ⅝”, Type ‘X’. 6 Provide cement backing board in lieu of GWB at wall surfaces scheduled to receive ceramic, porcelain or stone tiles. 7 Unless noted otherwise, all partitions shall extend to underside of deck or structure above. 8 Unless noted otherwise, space control joints in GWB walls and ceilings as required by ASTM C 840. 9 Floor elevation 0.00 is equivalent to elevation FFE on Site/Civil Plans. 10 Unless otherwise noted, layout on one floor is the same as the others. BATHROOMS 1 Provide moisture and mold resistant GWB in toilets, bathrooms, and other ‘wet’ locations. 2 “Type A” bathrooms are those that shall meet the accessibility requirements of Section 1003.11 of ICC A117.1 (Accessible and Usable Buildings and Facilities). Provide concealed blocking as required for installation of grab bars in the future. 3 Provide concealed blocking to support towel bars, robe hooks, toilet paper holder and similar wall-mounted accessories. KITCHENS 1 Submit shop drawings showing casework and appliances, prior to ordering. 2 Adjust placement of appliances to permit complete and unobstructed opening of doors. 3 For appliances with reversible doors, coordinate swing direction with Architect prior to installation. OPENINGS 1 Refer to door and window schedules for types, sizes, fire resistance and additional information. 2 Doors are centered on rooms, or 6" from wall on hinge side, unless noted otherwise. 3 Provide access doors as required to reach MEP items requiring maintenance or adjustment. Coordinate type and size with MEP trades. 4 Provide double studs at all door jambs. 5 Provide (2) 2x6 headers (or steel stud equivalent) over windows and single door openings, unless noted otherwise. 6 Provide concealed blocking behind door wall stops, and install stops as soon as practical, to prevent damage to walls. STAIRS AND RAILINGS 1 Unless noted otherwise, stair treads shall be ≥11”and stair risers ≤7”. Provide nosings as shown on drawings (or, if not shown, as required by IBC Chapter 10). 2 Handrails, guardrails and grab bars shall resist loads described in IBC Section 1607.8. REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 1/2" = 1'-0"B1 ENLARGED PLAN - TYPICAL BATHROOMS 1/2" = 1'-0"C1 ENLARGED PLAN - BASEMENT BATHROOMS 1/2" = 1'-0"C3 TYPICAL BATH - ELEVATION A 1/2" = 1'-0"C4 TYPICAL BATH - ELEVATION B 1/2" = 1'-0"D1 TYPICAL BATH - ELEVATION C 1/2" = 1'-0"D2 TYPICAL BATH - ELEVATION D 1/2" = 1'-0"B3 BASEMENT BATH - ELEVATION A 1/2" = 1'-0"B4 BASEMENT BATH - ELEVATION B 1/2" = 1'-0"D3 TYPICAL BATH - ELEVATION E DW DW 45 34.5 24 33 34.5 24 REF 18 34.5 24 10'-1 1/8" FIN EQ EQ 7'-8 5/8" FIN NO WINDOW AT FIRST FLOOR A402 C2 B2 18 36 12 42 36 12 30 24 12 18 36 12 2'-3"2'-6"2'-3"3'-0 3/4" 27 34.5 24 27 34.5 24 REF 1'-0" 3 1/2" 2'-0" 1" 3'-9" 1" 2'-0" 33 34.5 24 30 34.5 24 P5 7'-11 5/8" 10'-0 3/4" FIN A402 C1B1 27 30 12 ? 27 30 12 30 18 12 27 30 12 30 18 12 27 30 12 27 34.5 24 RANGE 27 34.5 24 REF 33 12 30 DW 33 34.5 24 30 34.5 24 33 34.5 24 DW REF 45 34.5 24 42 36 12 18 36 12 33 18 30 18 34.5 24 RANGE 45 34.5 24 42 36 12 30 24 12 18 36 12 RANGE HOOD DW 18 36 12 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/2" = 1'-0" 9/1/2020 11:47:10 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A402 ENLARGED PLANS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1/2" = 1'-0"D3 ENLARGED PLAN -1ST-4TH KITCHEN 1/2" = 1'-0"D1 ENLARGED PLAN - BASEMENT KITCHEN 1/2" = 1'-0"C1 Elevation 1 - a 1/2" = 1'-0"B1 Elevation 1 - c 1/2" = 1'-0"C2 1ST-4TH KITCHEN ELEVATION A 1/2" = 1'-0"B2 1ST-4TH KITCHEN ELEVATION B 62 T 82 P T 102 P T 82 P T 102 P 82 42 42 T 82 P T 62 P 42 42 4 2 T 82 P T 102 P 4 2 03 21 00.A3 #5 REBAR 33 46 00.A3 6" PERFORATED PVC PIPE 07 13 00.A3 BITUMINOUS SHEET WATERPROOFING 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 65 00.A1 RESILIENT FLOORING 03 31 00.J5 4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9 x W2.9 07 26 00.A8 15 MIL POLYETHYLENE 03 21 00.F2 (3) #5 REBAR CONTINUOUS 31 23 00.B1 GRAVEL 31 23 00.B2 COMPACTED GRAVEL SUB-BASE 1' - 0" 2' - 6" 1' - 0"1' - 0" 3" DOWELS TO EXTEND 3' ABOVE FOOTING. SIZE AND SPACING TO MATCH VERTS PER FOUNDATION PLAN 03 31 00.O3 8" INSULATED CONCRETE FORM 31 05 19.A1 FILTER MAT CONNECT PERIMETER DRAINS TO STORMWATER AT STREET 07 21 00.J4 2" EPS RIGID INSULATION #5 REBAR VERTICAL @ 16" O.C. AND (1) HORIZONTAL @ EACH COURSE 10" @16" O.C. 3" 3' - 0" 1' - 0" 1' - 0" 1' - 0" 03 21 00.F2 (3) #5 REBAR CONTINUOUS 06 16 00.G2 3/4” ENGINEERED SUBFLOOR 06 17 00.E42 RIM BOARD – LSL – 1 1/4” x 11 7/8” 07 46 23.C1 FIBER CEMENT LAP SIDING 07 21 00.A8 R-30 UNFACED BATT INSULATION MINERAL WOOL 07 21 00.A3 R-15 UNFACED BATT INSULATION MINERAL WOOL 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" 07 62 00.A2 ALUMINUM FLASHING 03 21 00.A3 #5 REBAR 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 07 27 00.A1 SILL SEALER 1/2" FIELD CUT NOTE: ANCHOR RODS 5/8" DIA., 4'-0" O.C., 12" FROM CORNERS AND ENDS. MIN. 7" EMBED W/ 3" HOOK 05 05 23.E3 5/8" HOOKED ANCHOR BOLT SLOPE 1/8" /FT SIMPSON ITS2.37/11.88 07 46 00.F1 SYNTHETIC (FLY ASH) TRIM – 1x4 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 1' - 8" 8" 6" @ 24" O.C. PACKAGE ROOM 7" 3" 5/8" ANCHOR BOLT F1554 @ 48" O.C. AND 12" FROM CORNERS WHERE THERE ARE NO HOLD DOWNS 07 21 00.F1 R-18 CLOSED CELL SPRAY POLYURETHANE FOAM 1/4" THICK STIFFENERS, ALIGN WITH GUSSETS, 32" 0.C. SLOPE 1/8"/FT. 1'-2 7/8" 2x4 PT SLEEPERS @16" OC 45 MIL EPDM DECKING PER SPEC 2x12 TOP RIPPED TO 1/8"/FT SLOPE 2 LAYERS 5-1/2" MINERAL WOOL 2 3/4" 3 3/8" 1ST SUB FLOOR 06 16 00.G2 3/4” ENGINEERED SUBFLOOR GLUED AND SCREWED 1ST SUB FLOOR 673.50' T.O. FOUNDATION 672.50' TRASH ROOM M100 KITCHEN 110 BIKE ROOM M002 1'-0" 1'-3 1/2" Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1 1/2" = 1'-0" 9/1/2020 11:47:12 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A501 FOUNDATION & BASEMENT DETAILS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET 1 1/2" = 1'-0"D1 FOOTING DETAIL 1 1/2" = 1'-0"B1 FOOTING AT INTERIOR BEARING WALL 1 1/2" = 1'-0"B3 FINISHED GRADE-SIDEWALK 1 1/2" = 1'-0"B2 PATIO SECTION B REVISIONS Δ DESCRIPTION DATE GENERAL SHEET NOTES - DETAILS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. REFERENCE KEYNOTES KEY NOTE 03 11 19.A3 ICF STRAIGHT BLOCK, 8” CORE 03 21 00.A3 #5 REBAR 03 21 00.F2 (3) #5 REBAR CONTINUOUS 03 31 00.J5 4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9 x W2.9 03 31 00.O3 8" INSULATED CONCRETE FORM 05 05 23.B2 5/8" A325 BOLT 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 05 12 00.L0 TUBE SHAPE 05 12 00.M0 W SHAPE 05 41 00.A1 1-5/8" METAL STUD 06 11 00.A9 2X NAILER 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 06 11 00.D1 2x4 06 11 00.D8 2x4 STUDS AT 16" O.C. 06 11 00.F7 2x6 STUDS AT 16" O.C. 06 11 00.G2 2x8 FRAMING AT 16" O.C. 06 11 00.G16 2x6 RAFTER TAILS AT 16" O.C. 06 11 00.H4 2x10 JOISTS AT 16" O.C. 06 11 00.I1 2x12 06 16 00.A1 1/4" GYPSUM SHEATHING 06 16 00.D17 7/16" ZIP SYSTEM 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 06 16 00.G2 3/4” ENGINEERED SUBFLOOR 06 16 00.H3 5/8” MAGNESIUM OXIDE PANEL 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" 06 17 00.D1 LVL - 1 1/4" x 11 7/8" 06 17 00.E42 RIM BOARD – LSL – 1 1/4” x 11 7/8” 06 22 00.A2 1x2 WOOD TRIM 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A8 1x10 WOOD TRIM 06 22 00.A9 1x12 WOOD TRIM 06 22 00.A12 5/4" x 6" WOOD TRIM 07 13 00.A3 BITUMINOUS SHEET WATERPROOFING 07 21 00.A3 R-15 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A6 R-23 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A8 R-30 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.F1 R-18 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.F2 R-30 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.G7 2” FOIL-FACED POLYISOCYANURATE INSULATION 07 21 00.J4 2" EPS RIGID INSULATION 07 22 00.A2 TAPERED RIGID POLYISOCYANURATE INSULATION 07 24 00.A1 EIFS ON INSULATION BOARD 07 26 00.A4 CLASS II VAPOR RETARDER 07 26 00.A8 15 MIL POLYETHYLENE 07 27 00.A1 SILL SEALER 07 46 00.B1 WOOD COMPOSITE TRIM – 1x4 07 46 00.B4 WOOD COMPOSITE TRIM – 1x8 07 46 00.B6 WOOD COMPOSITE TRIM – 1x12 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 07 46 00.F1 SYNTHETIC (FLY ASH) TRIM – 1x4 07 46 23.C1 FIBER CEMENT LAP SIDING 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 46 23.D1 BOARD AND BATTEN SIDING 07 53 00.A2 EPDM ROOFING 07 62 00.A2 ALUMINUM FLASHING 07 62 00.H34 4" x 4" RECTANGULAR GUTTER 07 84 00.A1 2X FIRE STOPPING 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR) 07 92 00.A2 SEALANT – TYPE 2 (SILICONE, INTERIOR) 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92 00.B2 BACKER ROD AND SEALANT 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.H1 CORNER BEAD 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 65 00.A1 RESILIENT FLOORING 09 81 00.A4 3 1/2" SOUND ATTENUATION BATT 31 05 19.A1 FILTER MAT 31 23 00.B1 GRAVEL 31 23 00.B2 COMPACTED GRAVEL SUB-BASE 33 46 00.A3 6" PERFORATED PVC PIPE 1 1/2" = 1'-0"D4 PATIO SECTION 1 1/2" = 1'-0"D2 FLOOR DETAIL - TRASH ROOM 82 T 102 P 4 2 4 2 4 2 4 2 82 62 62 62 4 2 42 4 2 62 82 82 82 13 62 6 2 62 6 2 62 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 21 00.A3 R-15 UNFACED BATT INSULATION MINERAL WOOL 07 27 00.A1 SILL SEALER ONE HOUR FLOOR/ CEILING ASSEMBLY: INTERTEK WNR FCA 60-03. STC 54 PER TJ-4035, ASSEMBLY B, TYP. ALL FLOORS 07 46 23.C1 FIBER CEMENT LAP SIDING 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 06 16 00.G2 3/4” ENGINEERED SUBFLOOR 1 5/8" 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 07 24 00.A1 EIFS ON INSULATION BOARD PLAN VIEW SECTION VIEW 06 11 00.D8 2x4 STUDS AT 16" O.C. 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" 06 16 00.G2 3/4” ENGINEERED SUBFLOOR 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" BEYOND 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" 05 12 00.M0 W SHAPE 06 11 00.A9 2X NAILER 06 16 00.G2 3/4” ENGINEERED SUBFLOOR 2X6 FRAMING W/ JOIST HANGERS FASTEN TO STEEL W/ 1/2" THROUGH BOLTS @ 32" O.C. STAGGERED BLOCKING FULL HEIGHT WHERE JOSITS ARE 2X6 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) PROVIDE 5/8" TYPE 'X' GWB AT SOFFIT ENDS 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD MIN. 1/2" 6" WRB TAPE, ADHERE TO SHEATHING AND LAP OVER FIBER CEMENT BELOW BENJAMIN OBDYKE COUGAR LP CUT TO +/-5" STRIPS, ATTACH TO RAINSCREEN FURRING AND LAP OVER FIBER CEMENT SIDING BELOW 1 3 HORIZONTAL FIRE BLOCKING AT RAINSCREEN, ALIGN WITH 3RD FLOOR FRAMING 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD PROVIDE HORIZONTAL BLOCKING AT 4TH FLOOR A502 D4 DOUBLE TOP PLATE AT INTERIOR PARTITIONS. TYPICAL 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL STAIR A 100A BEDROOM 1 102 LIVING/DINING 101 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” STAIRWELL LIVING UNIT INSTALL 18" TALL STRIP OF EXTERIOR GRADE, 5/8" TYPE 'X' GWB DURING WALL AND FLOOR FRAMING PROVIDE 2X HORIZONTAL FIREBLOCKING AT EVERY STORY 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 81 00.A4 3 1/2" SOUND ATTENUATION BATT FASTEN LEDGER WITH (3) ROWS 3/8” LAGS AT EACH STUD, MIN. PENETRATION SHALL BE 3” INTO STUD METAL LANDSCAPE EDGING, STAKED 31 23 00.B1 GRAVEL 07 24 00.A1 EIFS ON INSULATION BOARD 1' - 0" 31 05 19.A1 FILTER MAT Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD As indicated 9/1/2020 11:47:15 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A502 FLOOR FRAMING DETAILS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET 1 1/2" = 1'-0"C1 FLOOR FRAMING-1ST FLOOR AT FIBER CEMENT SIDING 1 1/2" = 1'-0"B1 FLOOR FRAMING- BRIDGING DETAIL 1 1/2" = 1'-0"B3 FLOOR FRAMING- STEEL BEAM SECTION 1 1/2" = 1'-0"D1 FLOOR FRAMING AT SOFFIT 6" = 1'-0"D4 RAINSCREEN KICKOUT FLASHING DETAIL REVISIONS Δ DESCRIPTION DATE GENERAL SHEET NOTES - DETAILS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. REFERENCE KEYNOTES KEY NOTE 03 11 19.A3 ICF STRAIGHT BLOCK, 8” CORE 03 21 00.A3 #5 REBAR 03 21 00.F2 (3) #5 REBAR CONTINUOUS 03 31 00.J5 4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9 x W2.9 03 31 00.O3 8" INSULATED CONCRETE FORM 05 05 23.B2 5/8" A325 BOLT 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 05 12 00.L0 TUBE SHAPE 05 12 00.M0 W SHAPE 05 41 00.A1 1-5/8" METAL STUD 06 11 00.A9 2X NAILER 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 06 11 00.D1 2x4 06 11 00.D8 2x4 STUDS AT 16" O.C. 06 11 00.F7 2x6 STUDS AT 16" O.C. 06 11 00.G2 2x8 FRAMING AT 16" O.C. 06 11 00.G16 2x6 RAFTER TAILS AT 16" O.C. 06 11 00.H4 2x10 JOISTS AT 16" O.C. 06 11 00.I1 2x12 06 16 00.A1 1/4" GYPSUM SHEATHING 06 16 00.D17 7/16" ZIP SYSTEM 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 06 16 00.G2 3/4” ENGINEERED SUBFLOOR 06 16 00.H3 5/8” MAGNESIUM OXIDE PANEL 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" 06 17 00.D1 LVL - 1 1/4" x 11 7/8" 06 17 00.E42 RIM BOARD – LSL – 1 1/4” x 11 7/8” 06 22 00.A2 1x2 WOOD TRIM 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A8 1x10 WOOD TRIM 06 22 00.A9 1x12 WOOD TRIM 06 22 00.A12 5/4" x 6" WOOD TRIM 07 13 00.A3 BITUMINOUS SHEET WATERPROOFING 07 21 00.A3 R-15 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A6 R-23 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A8 R-30 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.F1 R-18 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.F2 R-30 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.G7 2” FOIL-FACED POLYISOCYANURATE INSULATION 07 21 00.J4 2" EPS RIGID INSULATION 07 22 00.A2 TAPERED RIGID POLYISOCYANURATE INSULATION 07 24 00.A1 EIFS ON INSULATION BOARD 07 26 00.A4 CLASS II VAPOR RETARDER 07 26 00.A8 15 MIL POLYETHYLENE 07 27 00.A1 SILL SEALER 07 46 00.B1 WOOD COMPOSITE TRIM – 1x4 07 46 00.B4 WOOD COMPOSITE TRIM – 1x8 07 46 00.B6 WOOD COMPOSITE TRIM – 1x12 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 07 46 00.F1 SYNTHETIC (FLY ASH) TRIM – 1x4 07 46 23.C1 FIBER CEMENT LAP SIDING 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 46 23.D1 BOARD AND BATTEN SIDING 07 53 00.A2 EPDM ROOFING 07 62 00.A2 ALUMINUM FLASHING 07 62 00.H34 4" x 4" RECTANGULAR GUTTER 07 84 00.A1 2X FIRE STOPPING 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR) 07 92 00.A2 SEALANT – TYPE 2 (SILICONE, INTERIOR) 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92 00.B2 BACKER ROD AND SEALANT 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.H1 CORNER BEAD 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 65 00.A1 RESILIENT FLOORING 09 81 00.A4 3 1/2" SOUND ATTENUATION BATT 31 05 19.A1 FILTER MAT 31 23 00.B1 GRAVEL 31 23 00.B2 COMPACTED GRAVEL SUB-BASE 33 46 00.A3 6" PERFORATED PVC PIPE 1 1/2" = 1'-0"D2 FLOOR FRAMING- 4TH FLOOR 1 1/2" = 1'-0"B4 INTERIOR WALL FRAMING - TYPICAL 1 1/2" = 1'-0"C4 ENLARGED PLAN - WALL INTERSECTION 1 1/2" = 1'-0"C2 FLOOR FRAMING @ 1 HR FIRE BARRIER WALL 1 1/2" = 1'-0"A1 FINISHED GRADE-GRAVEL MULCH @ BLDG. PERIMETER 62 62 6 2 6 2 62 62 SLOPE 1/4"/FT06 11 00.G16 2x6 RAFTER TAILS AT 16" O.C. 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 07 22 00.A2 TAPERED RIGID POLYISOCYANURATE INSULATION 07 53 00.A2 EPDM ROOFING 07 21 00.F2 R-30 CLOSED CELL SPRAY POLYURETHANE FOAM 07 62 00.H34 4" x 4" RECTANGULAR GUTTER 07 46 00.B4 WOOD COMPOSITE TRIM – 1x8 07 46 23.C2 FIBER CEMENT PANEL SIDING 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 2' - 2 1/2" FIRE RATED 06 16 00.A1 1/4" GYPSUM SHEATHING 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 06 11 00.I1 2x12 07 21 00.F2 R-30 CLOSED CELL SPRAY POLYURETHANE FOAM 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) REFER TO EPDM MANUFACTURERS DETAIL FOR REQUIRED FLASHING Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1 1/2" = 1'-0" 9/1/2020 11:47:16 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A503 ROOF DETAILS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET 1 1/2" = 1'-0"C2 ROOF EAVE AT FLAT ROOF 1 1/2" = 1'-0"C1 ROOF PENETRATION DETAIL, TYP. REVISIONS Δ DESCRIPTION DATE GENERAL SHEET NOTES - DETAILS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. REFERENCE KEYNOTES KEY NOTE 03 11 19.A3 ICF STRAIGHT BLOCK, 8” CORE 03 21 00.A3 #5 REBAR 03 21 00.F2 (3) #5 REBAR CONTINUOUS 03 31 00.J5 4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9 x W2.9 03 31 00.O3 8" INSULATED CONCRETE FORM 05 05 23.B2 5/8" A325 BOLT 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 05 12 00.L0 TUBE SHAPE 05 12 00.M0 W SHAPE 05 41 00.A1 1-5/8" METAL STUD 06 11 00.A9 2X NAILER 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 06 11 00.D1 2x4 06 11 00.D8 2x4 STUDS AT 16" O.C. 06 11 00.F7 2x6 STUDS AT 16" O.C. 06 11 00.G2 2x8 FRAMING AT 16" O.C. 06 11 00.G16 2x6 RAFTER TAILS AT 16" O.C. 06 11 00.H4 2x10 JOISTS AT 16" O.C. 06 11 00.I1 2x12 06 16 00.A1 1/4" GYPSUM SHEATHING 06 16 00.D17 7/16" ZIP SYSTEM 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 06 16 00.G2 3/4” ENGINEERED SUBFLOOR 06 16 00.H3 5/8” MAGNESIUM OXIDE PANEL 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" 06 17 00.D1 LVL - 1 1/4" x 11 7/8" 06 17 00.E42 RIM BOARD – LSL – 1 1/4” x 11 7/8” 06 22 00.A2 1x2 WOOD TRIM 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A8 1x10 WOOD TRIM 06 22 00.A9 1x12 WOOD TRIM 06 22 00.A12 5/4" x 6" WOOD TRIM 07 13 00.A3 BITUMINOUS SHEET WATERPROOFING 07 21 00.A3 R-15 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A6 R-23 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A8 R-30 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.F1 R-18 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.F2 R-30 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.G7 2” FOIL-FACED POLYISOCYANURATE INSULATION 07 21 00.J4 2" EPS RIGID INSULATION 07 22 00.A2 TAPERED RIGID POLYISOCYANURATE INSULATION 07 24 00.A1 EIFS ON INSULATION BOARD 07 26 00.A4 CLASS II VAPOR RETARDER 07 26 00.A8 15 MIL POLYETHYLENE 07 27 00.A1 SILL SEALER 07 46 00.B1 WOOD COMPOSITE TRIM – 1x4 07 46 00.B4 WOOD COMPOSITE TRIM – 1x8 07 46 00.B6 WOOD COMPOSITE TRIM – 1x12 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 07 46 00.F1 SYNTHETIC (FLY ASH) TRIM – 1x4 07 46 23.C1 FIBER CEMENT LAP SIDING 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 46 23.D1 BOARD AND BATTEN SIDING 07 53 00.A2 EPDM ROOFING 07 62 00.A2 ALUMINUM FLASHING 07 62 00.H34 4" x 4" RECTANGULAR GUTTER 07 84 00.A1 2X FIRE STOPPING 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR) 07 92 00.A2 SEALANT – TYPE 2 (SILICONE, INTERIOR) 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92 00.B2 BACKER ROD AND SEALANT 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.H1 CORNER BEAD 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 65 00.A1 RESILIENT FLOORING 09 81 00.A4 3 1/2" SOUND ATTENUATION BATT 31 05 19.A1 FILTER MAT 31 23 00.B1 GRAVEL 31 23 00.B2 COMPACTED GRAVEL SUB-BASE 33 46 00.A3 6" PERFORATED PVC PIPE T 102 P 62 6 2 6 2 6 2 62 3 16 1 8 2 8 2 61 T 10 2 P 4 2 4 2 42 4 2 T 102 P 82 82 82 4 14 1 6 2 8 2 8 2 82 8 2 8 2 3131 82 DRIP GROOVE 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.B2 BACKER ROD AND SEALANT 5 1/2" CONCRETE LINTEL W/ (2) #5 BARS TOP & BOTTOM A504 B3 Sim 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 07 92 00.B2 BACKER ROD AND SEALANT 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) STARTER STRIP CORAVENT SV-3 REFER TO STRUCTURAL SHEETS FOR HEADER JACK AND KING STUDS 3 1/2" 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.B2 BACKER ROD AND SEALANT REFER TO STRUCTURAL SHEETS FOR HEADER JACK AND KING STUDS 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.B2 BACKER ROD AND SEALANT (2) #5 BARS ON ALL SIDES OF WINDOWS W/ 24" DEVELOPMENT BEYOND ALL EDGES 06 22 00.A2 1x2 WOOD TRIM 06 22 00.A8 1x10 WOOD TRIM 07 92 00.B2 BACKER ROD AND SEALANT 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) DRIP GROOVE SUB SILL 1 07 27 00.A1 SILL SEALER (2) #5 BARS ON ALL SIDES OF WINDOWS W/ 24" DEVELOPMENT BEYOND ALL EDGES SUB SILL 2 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A2 1x2 WOOD TRIM 07 92 00.A2 SEALANT – TYPE 2 (SILICONE, INTERIOR)07 92 00.B2 BACKER ROD AND SEALANT 1 1/2" A504 B2 Sim 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 92 00.B2 BACKER ROD AND SEALANT REFER TO STRUCTURAL SHEETS FOR HEADER JACK AND KING STUDS 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. CUT TO FIT REFER TO STRUCTURAL SHEETS FOR HEADER JACK AND KING STUDS 07 46 00.B6 WOOD COMPOSITE TRIM – 1x12 07 46 00.B1 WOOD COMPOSITE TRIM – 1x4 07 46 23.C1 FIBER CEMENT LAP SIDING 07 92 00.B2 BACKER ROD AND SEALANT SUB SILL 1 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A2 1x2 WOOD TRIM A504 B2 Sim SUBMIT SHOP DRAWINGS FOR ALL CUSTOM PROFILES SUB SILL 1 SUB SILL 2 1 1/2"1/2" 1/2"1 1/2" 2" 2" 1 5/8"7/8" 3 1/2" 1" 2 1/2" 4 1/2" 1/2" 15.00° 1 1/2" 1 1/2"7/8" 3/4" 3" 2 7/8" Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD As indicated 9/1/2020 11:47:17 AMC:\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A504 WINDOW DETAILS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET 3" = 1'-0"A3 WINDOW HEAD AT ICF3" = 1'-0"C3 WINDOW HEAD FIBER CEMENT LAP SIDING 3" = 1'-0"C2 WINDOW JAMB AT FIBER CEMENT LAP SIDING 3" = 1'-0" A2 WINDOW JAMB AT ICF 3" = 1'-0"A1 WINDOW SILL AT ICF REVEAL IN EIFS FOR IMPLIED LINTEL 3" = 1'-0"C1 WINDOW SILL - 1ST THROUGH 3RD FLOORS REVISIONS Δ DESCRIPTION DATE 3" = 1'-0"D3 WINDOW HEAD @ 4TH FLOOR 3" = 1'-0"D2 WINDOW JAMB AT 4TH FLOOR 3" = 1'-0"D1 WINDOW SILL- 4TH FLOOR 6" = 1'-0"B2 WINDOW TRIM- SUB SILLS 6" = 1'-0"B3 WINDOW TRIM- CROWN 14 82 82 6 1 14 1 4 1 4 14 8 2 82 82 8 2 8 2 8 2 8 2 1 4 1 4 82 82 14 8 2 1 4 82 T 12 2 P T 12 2 P 82 82 T10 2 P T12 2 P T10 2 P T12 2 P T12 2 P T10 2 P T10 2 P T10 2 P 82 82 T 12 2 P C3 A506 Sim DOUBLE RIM BOARD AT BALCONY PERIMETER D1 A506 Sim D1 A506 Sim 11' - 6" 2' - 7 9/32" SLOPE 1/8"/FT 9" 9"1' - 6" 1' - 6"6" 05 05 23.B2 5/8" A325 BOLT D3 A506 Sim RECOMMENDATION PER MANUFACTURERS SIMPSON HTT4 GALVANIZED, 5/8" DIA. BOLT, 2" WASHER AND 3 1/2" SQ. X 1/4" THICK SPREADER PLATE AT RIM BOARD, WITH (18) 10dX1.5" 3"4 1/4" 07 62 00.A2 ALUMINUM FLASHING SLOPE 1/8"/FT 2" 05 05 23.B2 5/8" A325 BOLT DECKING PER SPEC 7 1/4" 3' - 4" 2" 3" 6" 3/4" 07 62 00.A2 ALUMINUM FLASHING 06 22 00.A9 1x12 WOOD TRIM 3 1/4" 1x3 WOOD (LARCH OR CEDAR) 4X4 WOOD POST (LARCH OR CEDAR) 2X6 WOOD TOP RAIL (LARCH OR CEDAR) 3'-7 3/4" 2X4 WOOD BOTTOM RAIL (LARCH OR CEDAR) 05 05 23.B2 5/8" A325 BOLT 5" DECKING PER SPEC WOOD RAILING POST DECORATIVE WOOD BRACKET Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD As indicated 9/1/2020 11:47:18 AM C :\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt A506 BALCONY DETAILS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 3/4" = 1'-0"C1 BALCONY ATTACHMENT- PLAN 1 1/2" = 1'-0"D1 BALCONY ATTACHMENT AT DRAG STRUT 3/4" = 1'-0"C3 BALCONY SECTION AT TYP. FLOOR 1 1/2" = 1'-0"D3 BALCONY POST ATTACHMENT GENERAL SHEET NOTES - DETAILS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. REFERENCE KEYNOTES KEY NOTE 03 11 19.A3 ICF STRAIGHT BLOCK, 8” CORE 03 21 00.A3 #5 REBAR 03 21 00.F2 (3) #5 REBAR CONTINUOUS 03 31 00.J5 4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9 x W2.9 03 31 00.O3 8" INSULATED CONCRETE FORM 05 05 23.B2 5/8" A325 BOLT 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 05 12 00.L0 TUBE SHAPE 05 12 00.M0 W SHAPE 05 41 00.A1 1-5/8" METAL STUD 06 11 00.A9 2X NAILER 06 11 00.B3 1x3 PT FURRING STRIPS AT 16” O.C. 06 11 00.D1 2x4 06 11 00.D8 2x4 STUDS AT 16" O.C. 06 11 00.F7 2x6 STUDS AT 16" O.C. 06 11 00.G2 2x8 FRAMING AT 16" O.C. 06 11 00.G16 2x6 RAFTER TAILS AT 16" O.C. 06 11 00.H4 2x10 JOISTS AT 16" O.C. 06 11 00.I1 2x12 06 16 00.A1 1/4" GYPSUM SHEATHING 06 16 00.D17 7/16" ZIP SYSTEM 06 16 00.F12 OSB SHEATHING – FIRE RATED – 7/16” 06 16 00.G2 3/4” ENGINEERED SUBFLOOR 06 16 00.H3 5/8” MAGNESIUM OXIDE PANEL 06 17 00.C2 WOOD I JOIST - 1 3/4" x 11 7/8" 06 17 00.D1 LVL - 1 1/4" x 11 7/8" 06 17 00.E42 RIM BOARD – LSL – 1 1/4” x 11 7/8” 06 22 00.A2 1x2 WOOD TRIM 06 22 00.A7 1x8 WOOD TRIM 06 22 00.A8 1x10 WOOD TRIM 06 22 00.A9 1x12 WOOD TRIM 06 22 00.A12 5/4" x 6" WOOD TRIM 07 13 00.A3 BITUMINOUS SHEET WATERPROOFING 07 21 00.A3 R-15 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A6 R-23 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A8 R-30 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.F1 R-18 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.F2 R-30 CLOSED CELL SPRAY POLYURETHANE FOAM 07 21 00.G7 2” FOIL-FACED POLYISOCYANURATE INSULATION 07 21 00.J4 2" EPS RIGID INSULATION 07 22 00.A2 TAPERED RIGID POLYISOCYANURATE INSULATION 07 24 00.A1 EIFS ON INSULATION BOARD 07 26 00.A4 CLASS II VAPOR RETARDER 07 26 00.A8 15 MIL POLYETHYLENE 07 27 00.A1 SILL SEALER 07 46 00.B1 WOOD COMPOSITE TRIM – 1x4 07 46 00.B4 WOOD COMPOSITE TRIM – 1x8 07 46 00.B6 WOOD COMPOSITE TRIM – 1x12 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 07 46 00.F1 SYNTHETIC (FLY ASH) TRIM – 1x4 07 46 23.C1 FIBER CEMENT LAP SIDING 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 46 23.D1 BOARD AND BATTEN SIDING 07 53 00.A2 EPDM ROOFING 07 62 00.A2 ALUMINUM FLASHING 07 62 00.H34 4" x 4" RECTANGULAR GUTTER 07 84 00.A1 2X FIRE STOPPING 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR) 07 92 00.A2 SEALANT – TYPE 2 (SILICONE, INTERIOR) 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92 00.B2 BACKER ROD AND SEALANT 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.H1 CORNER BEAD 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 65 00.A1 RESILIENT FLOORING 09 81 00.A4 3 1/2" SOUND ATTENUATION BATT 31 05 19.A1 FILTER MAT 31 23 00.B1 GRAVEL 31 23 00.B2 COMPACTED GRAVEL SUB-BASE 33 46 00.A3 6" PERFORATED PVC PIPE SHEAR WALL KEY PLAN N.T.S. SIMPSON CLIP REFER TO SHEAR WALL SCHEDULE ROOF/FLOOR TRUSS OR RIM SHEAR TRANSFER CLIP CONNECTION DETAIL AT TOP OF SHEAR WALL N.T.S. DRAG STRUT REFER TO D1/A506 DRAG STRUT REFER TO B2/S200 DRAG STRUT REFER TO B2/S200 SW-1 SW-2 SW-A SW-D SW-B SW-C HD-A HD-A HD-A HD-AHD-B HD-C HD-C HD-B SW-E HD-A HD-A C1/S200 C1/S200 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/8" = 1'-0" 9/1/2020 11:47:19 AM C :\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt S001 STRUCTURAL SCHEDULES 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1 Revision 1 06/19/20 WHWH 2'-6" 11'-1 1/8" 11'-5 1/2" 3'-4" 8'-10 1/8" 2'-6" 8 3/8"8 3/8" 2'-6" 31'-11 3/4" 2'-0" 12'-11" 2'-6" 38'-4" 8 3/8" 50'-6" 8 3/8" 2'-6" 9'-6 5/8" 2'-6" 9'-1 3/8" 5'-9 3/4" 7'-9" 2'-6" 8 3/8" 38'-4" 2'-6" 9'-10 1/4" 3'-7" 33'-5 1/2" 2'-6" 8 3/8" 50'-6" 8 3/8" 2'-6" 8'-1 1/8" 3'-0" 11'-3 1/2" 2" 3'-4" 2" 11 3/8" 3'-0" 4'-8 3/4" 2'-6" 2'-6" 10'-9 1/2" 11'-9 1/4" 5'-10 1/2" 3'-0" 3'-11" 4'-8" 1'-10 1/2" 2'-6" 6'-5" 1'-5"2'-6"1'-6" 3'-3 3/4" 2'-0" 7'-2" 3'-2 1/8" 10" 1'-9" 4'-8" 6" C4 C4 C5 C5 C6 C2 C3 C5 65"X65"X12" W/ (5) #5 BARS EACH WAY 56"X56"X12" W/ (4) #5 BARS EACH WAY 44"X44"X12" W/ (3) #5 BARS EACH WAY 40"X40"X12" W/ (3) #5 BARS EACH WAY 43"X43"X12" W/ (3) #5 BARS EACH WAY 43"X43"X12" W/ (3) #5 BARS EACH WAY 48"X48"X12" W/ (4) #5 BARS EACH WAY 3'-0" 3'-0" C4 C4 C4 C4 C4 C4 C4 C4C4C4 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:47:20 AM C :\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt S100 FOUNDATION PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1/4" = 1'-0"D1 STRUCTURAL PLAN - FOUNDATION 0' 4' 2' NORTH WH WH FB-3 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 H-3 H-3 H-3 H-3 H-3 H-3 FB-1 FB-2 C2 C6C5C5 C4C4 FJ-3 FJ-3 FJ-3 FJ-3 FJ-3 FJ-3 FJ-3 FJ-1 FJ-1 FJ-1 FJ-1 OVER FRAME TRASH ROOM W/ 2X12 FLOOR JOISTS 16" O.C. PERPENDICULAR TO I-JOISTS C3 FJ-2 FJ-2 FJ-2 FJ-2 FJ-2 FJ-2 FJ-2 LINTEL HEADER (2) #5 REBAR TOP & BOTTOM (2) 2X PT POSTS BETWEEN EACH WINDOW All openings in ICF shall be reinf. w/(2) #5 all around, and bars shall be developed 24" beyond opening edges. C5 FB-1 FB-1 1'-4" Anchor Shear wall ends against conc pilaster with 2x6 P.T.+2x6 SPF #2. Fasten with 5/8" Titen HD @ 12" O.C. 1st anchor shall be 6" from the top, 5" embed. Anchor Shear wall ends against conc pilaster with 2x6 P.T.+2x6 SPF #2. Fasten with 5/8" Titen HD @ 12" O.C. 1st anchor shall be 6" from the top, 5" embed. TYP 2'-0" Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:47:22 AM C :\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt S101 FIRST FLOOR FRAMING PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1/4" = 1'-0"D1 STRUCTURAL PLAN - 1ST FLOOR 0' 4' 2' NORTH STRUCTURAL FRAMING SCHEDULE MARK SIZE COMMENTS FB-1 (2)1-3/4 X11-7/8 LVL FLUSH FB-2 (4)1-3/4 X11-7/8 LVL FLUSH FB-3 W10X30 FLUSH FB-4 (2)1-3/4 X9-1/4 LVL FLUSH FJ-1 1 3/4x11 7/8 SIZE TO BE VERIFIED BY MANUFACTURER - SUBMIT SHOP DRAWINGS FJ-2 2x12 FJ-3 2x6 H-1 (2)2X6 2 JACKS AND 1 KING EACH SIDE H-2 (3)2X6 2 JACKS AND 1 KING EACH SIDE H-3 (4)2X6 2 JACKS AND 1 KING EACH SIDE RIM 1 1 1/4x11 7/8 RIM RIM 2 (2)1-1/4 X 11-7/8 LVL GENERAL SHEET NOTES - FRAMING 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 All dimensions are to the face of studs, masonry, concrete, or insulated concrete form walls, unless noted otherwise. 3 All reinforcing shall be placed in center of walls, unless noted otherwise. 4 Provide (2) 2x6 headers over windows and single door openings, unless noted otherwise. 5 Coordinate shear wall locations with floor plans. 6 Submit shop drawings for structural steel, if applicable. 7 Submit shop drawings for pre-engineered lumber, if applicable. 8 Submit shop drawings for insulated concrete form walls, if applicable. 9 Basement and first floor load bearing walls horizontal blocking 1/3 up all wall studs. 10 Floors 2-4 horizontal blocking mid-height. 11 Squash blocking over load bearing walls. 12 All interior doors in bearing walls have single king and double jacks each side, on all floors. Header ply varies. 13 Watkins hanger for each indiviual joist or for a ledger, on first floor framing to the ICF. STRUCTURAL COLUMN SCHEDULE MARK COMMENTS C1 (2) 2x6 POST C2 (3) 2X6 POST C3 (4) 2X6 POST C4 KING AND (2) 2X6 JACKS C5 FHA STEEL, 20,000 lbs C6 FHA STEEL, 38,835 lbs WH WH C5 C1 C1 C5 FB-1 FB-1 H-2H -2H -2H -2 H-2 H-2 H-2 C2 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 RIM 1 RIM 1 RIM 1 RIM 1 RIM 1 H-2 H -2 H -2 H-2 H-2 H-2H-2 H-2 H-2 RIM 2 RIM 2 RIM 2 FB-1 1'-4" H-2 DIAGONAL SHEAR TRANSFER STRAP /B2 S200 SHEAR WALL ANCHOR /C1 S200 SHEAR WALL ANCHOR /C1 S200 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:47:25 AM C :\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt S102 SECOND FLOOR FRAMING PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1/4" = 1'-0"D1 STRUCTURAL PLAN - 2ND FLOOR 0' 4' 2' NORTH STRUCTURAL FRAMING SCHEDULE MARK SIZE COMMENTS FB-1 (2)1-3/4 X11-7/8 LVL FLUSH FB-2 (4)1-3/4 X11-7/8 LVL FLUSH FB-3 W10X30 FLUSH FB-4 (2)1-3/4 X9-1/4 LVL FLUSH FJ-1 1 3/4x11 7/8 SIZE TO BE VERIFIED BY MANUFACTURER - SUBMIT SHOP DRAWINGS FJ-2 2x12 FJ-3 2x6 H-1 (2)2X6 2 JACKS AND 1 KING EACH SIDE H-2 (3)2X6 2 JACKS AND 1 KING EACH SIDE H-3 (4)2X6 2 JACKS AND 1 KING EACH SIDE RIM 1 1 1/4x11 7/8 RIM RIM 2 (2)1-1/4 X 11-7/8 LVL GENERAL SHEET NOTES - FRAMING 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 All dimensions are to the face of studs, masonry, concrete, or insulated concrete form walls, unless noted otherwise. 3 All reinforcing shall be placed in center of walls, unless noted otherwise. 4 Provide (2) 2x6 headers over windows and single door openings, unless noted otherwise. 5 Coordinate shear wall locations with floor plans. 6 Submit shop drawings for structural steel, if applicable. 7 Submit shop drawings for pre-engineered lumber, if applicable. 8 Submit shop drawings for insulated concrete form walls, if applicable. 9 Basement and first floor load bearing walls horizontal blocking 1/3 up all wall studs. 10 Floors 2-4 horizontal blocking mid-height. 11 Squash blocking over load bearing walls. 12 All interior doors in bearing walls have single king and double jacks each side, on all floors. Header ply varies. 13 Watkins hanger for each indiviual joist or for a ledger, on first floor framing to the ICF. STRUCTURAL COLUMN SCHEDULE MARK COMMENTS C1 (2) 2x6 POST C2 (3) 2X6 POST C3 (4) 2X6 POST C4 KING AND (2) 2X6 JACKS C5 FHA STEEL, 20,000 lbs C6 FHA STEEL, 38,835 lbs FB-1 FB-1 H-1H -1H -1H -1 H-1H -1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1FJ-1 FJ-1FJ-1 FJ-1FJ-1 FB-1 FJ-1 H-2 H-1 C2 C3C3 C1 C1 C1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 RIM 1 RIM 1 RIM 1 RIM 1 RIM 1 H-1 H -1 H -1 H-1 H-1 H-1H-2H-1 H-1 H-1 RIM 2 RIM 2 RIM 2 1'-4" DIAGONAL SHEAR TRANSFER STRAP /B2 S200 SHEAR WALL ANCHOR /C1 S200 SHEAR WALL ANCHOR /C1 S200 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:47:27 AM C :\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt S103 THIRD FLOOR FRAMING PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1/4" = 1'-0"2 STRUCTURAL PLAN - 3RD FLOOR STRUCTURAL FRAMING SCHEDULE MARK SIZE COMMENTS FB-1 (2)1-3/4 X11-7/8 LVL FLUSH FB-2 (4)1-3/4 X11-7/8 LVL FLUSH FB-3 W10X30 FLUSH FB-4 (2)1-3/4 X9-1/4 LVL FLUSH FJ-1 1 3/4x11 7/8 SIZE TO BE VERIFIED BY MANUFACTURER - SUBMIT SHOP DRAWINGS FJ-2 2x12 FJ-3 2x6 H-1 (2)2X6 2 JACKS AND 1 KING EACH SIDE H-2 (3)2X6 2 JACKS AND 1 KING EACH SIDE H-3 (4)2X6 2 JACKS AND 1 KING EACH SIDE RIM 1 1 1/4x11 7/8 RIM RIM 2 (2)1-1/4 X 11-7/8 LVL GENERAL SHEET NOTES - FRAMING 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 All dimensions are to the face of studs, masonry, concrete, or insulated concrete form walls, unless noted otherwise. 3 All reinforcing shall be placed in center of walls, unless noted otherwise. 4 Provide (2) 2x6 headers over windows and single door openings, unless noted otherwise. 5 Coordinate shear wall locations with floor plans. 6 Submit shop drawings for structural steel, if applicable. 7 Submit shop drawings for pre-engineered lumber, if applicable. 8 Submit shop drawings for insulated concrete form walls, if applicable. 9 Basement and first floor load bearing walls horizontal blocking 1/3 up all wall studs. 10 Floors 2-4 horizontal blocking mid-height. 11 Squash blocking over load bearing walls. 12 All interior doors in bearing walls have single king and double jacks each side, on all floors. Header ply varies. 13 Watkins hanger for each indiviual joist or for a ledger, on first floor framing to the ICF. STRUCTURAL COLUMN SCHEDULE MARK COMMENTS C1 (2) 2x6 POST C2 (3) 2X6 POST C3 (4) 2X6 POST C4 KING AND (2) 2X6 JACKS C5 FHA STEEL, 20,000 lbs C6 FHA STEEL, 38,835 lbs FB-1 FB-1 H-1H -1H -1H -1 H-1H -1 FJ-1 RIM 1 RIM 1 RIM 1 RIM 1 RIM 1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1FJ-1 FJ-1FJ-1 FJ-1FJ-1 FB-1 FJ-1 H-2 H-1 C2C2 C1 C1 C1 C1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 H-1 H -1 H -1 H-1 H-1 H-1H-2H-1 H-1 H-1 RIM 2 RIM 2 RIM 2 1'-4" DIAGONAL SHEAR TRANSFER STRAP /B2 S200 SHEAR WALL ANCHOR /C1 S200 SHEAR WALL ANCHOR /C1 S200 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:47:30 AM C :\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt S104 FOURTH FLOOR FRAMING PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 1/4" = 1'-0"2 STRUCTURAL PLAN - 4TH FLOOR STRUCTURAL FRAMING SCHEDULE MARK SIZE COMMENTS FB-1 (2)1-3/4 X11-7/8 LVL FLUSH FB-2 (4)1-3/4 X11-7/8 LVL FLUSH FB-3 W10X30 FLUSH FB-4 (2)1-3/4 X9-1/4 LVL FLUSH FJ-1 1 3/4x11 7/8 SIZE TO BE VERIFIED BY MANUFACTURER - SUBMIT SHOP DRAWINGS FJ-2 2x12 FJ-3 2x6 H-1 (2)2X6 2 JACKS AND 1 KING EACH SIDE H-2 (3)2X6 2 JACKS AND 1 KING EACH SIDE H-3 (4)2X6 2 JACKS AND 1 KING EACH SIDE RIM 1 1 1/4x11 7/8 RIM RIM 2 (2)1-1/4 X 11-7/8 LVL GENERAL SHEET NOTES - FRAMING 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 All dimensions are to the face of studs, masonry, concrete, or insulated concrete form walls, unless noted otherwise. 3 All reinforcing shall be placed in center of walls, unless noted otherwise. 4 Provide (2) 2x6 headers over windows and single door openings, unless noted otherwise. 5 Coordinate shear wall locations with floor plans. 6 Submit shop drawings for structural steel, if applicable. 7 Submit shop drawings for pre-engineered lumber, if applicable. 8 Submit shop drawings for insulated concrete form walls, if applicable. 9 Basement and first floor load bearing walls horizontal blocking 1/3 up all wall studs. 10 Floors 2-4 horizontal blocking mid-height. 11 Squash blocking over load bearing walls. 12 All interior doors in bearing walls have single king and double jacks each side, on all floors. Header ply varies. 13 Watkins hanger for each indiviual joist or for a ledger, on first floor framing to the ICF. STRUCTURAL COLUMN SCHEDULE MARK COMMENTS C1 (2) 2x6 POST C2 (3) 2X6 POST C3 (4) 2X6 POST C4 KING AND (2) 2X6 JACKS C5 FHA STEEL, 20,000 lbs C6 FHA STEEL, 38,835 lbs FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 RIM 1 RIM 1 ROOF HATCH OPENING FJ-1 FJ-1 FJ-1 FJ-1 FJ-1 H-2 H -2 H -2 H-2 H-2 H-2 H-2 H-2 H-2 H-2H-2H-2 H-2H -2 H-2 FB-4 H-2 H-2FB -4 C1 C1 C1 C1 C1 RIM 1 1'-4" DIAGONAL SHEAR TRANSFER STRAP /B2 S200 SHEAR WALL ANCHOR /C1 S200 SHEAR WALL ANCHOR /C1 S200 H-2 H-2 H-2H-2H-2 Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 9/1/2020 11:47:32 AM C :\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt S106 ROOF FRAMING PLAN 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET REVISIONS Δ DESCRIPTION DATE 0' 4' 2' NORTH 1/4" = 1'-0"2 STRUCTURAL PLAN - ROOF STRUCTURAL FRAMING SCHEDULE MARK SIZE COMMENTS FB-1 (2)1-3/4 X11-7/8 LVL FLUSH FB-2 (4)1-3/4 X11-7/8 LVL FLUSH FB-3 W10X30 FLUSH FB-4 (2)1-3/4 X9-1/4 LVL FLUSH FJ-1 1 3/4x11 7/8 SIZE TO BE VERIFIED BY MANUFACTURER - SUBMIT SHOP DRAWINGS FJ-2 2x12 FJ-3 2x6 H-1 (2)2X6 2 JACKS AND 1 KING EACH SIDE H-2 (3)2X6 2 JACKS AND 1 KING EACH SIDE H-3 (4)2X6 2 JACKS AND 1 KING EACH SIDE RIM 1 1 1/4x11 7/8 RIM RIM 2 (2)1-1/4 X 11-7/8 LVL GENERAL SHEET NOTES - FRAMING 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 All dimensions are to the face of studs, masonry, concrete, or insulated concrete form walls, unless noted otherwise. 3 All reinforcing shall be placed in center of walls, unless noted otherwise. 4 Provide (2) 2x6 headers over windows and single door openings, unless noted otherwise. 5 Coordinate shear wall locations with floor plans. 6 Submit shop drawings for structural steel, if applicable. 7 Submit shop drawings for pre-engineered lumber, if applicable. 8 Submit shop drawings for insulated concrete form walls, if applicable. 9 Basement and first floor load bearing walls horizontal blocking 1/3 up all wall studs. 10 Floors 2-4 horizontal blocking mid-height. 11 Squash blocking over load bearing walls. 12 All interior doors in bearing walls have single king and double jacks each side, on all floors. Header ply varies. 13 Watkins hanger for each indiviual joist or for a ledger, on first floor framing to the ICF. STRUCTURAL COLUMN SCHEDULE MARK COMMENTS C1 (2) 2x6 POST C2 (3) 2X6 POST C3 (4) 2X6 POST C4 KING AND (2) 2X6 JACKS C5 FHA STEEL, 20,000 lbs C6 FHA STEEL, 38,835 lbs 42 42 42 82 82 6 2 6 2 6 2 62 82 T 102 P 82 82 06 17 00.D1 LOCATE JOIST DIRECTLY UNDER BEARING WALL, ADJUST FRAMING ACCORDINGLY EACH SIDE HOLD DOWNS PER PLAN AND SCHEDULE LINE OF FOOTING BELOW HOLD DOWNS PER PLAN AND SCHEDULE FILL CAVITY WITH ROCKWOOL INSULATION 05 12 00.M0 06 17 00.E42 07 92 00.A6 09 29 00.D12 09 29 00.D12 TABLE 721.1, ITEM # 2-4.1 WHERE HANGERS ARE INSTALLED AGAINST GYPSUM ENCASING WOOD BEAMS, USE SIMPSON #9 SCREW X 2” LONG IN LIEU OF THE 10D NAILS ONLY AT THE FACE OF THE HANGER 09 29 00.D12 06 17 00.E42 09 29 00.D12 05 41 00.A1 09 29 00.L309 29 00.L3 09 29 00.D12 07 92 00.A6 D B C A LINE OF WALL WHERE OCCURS MEMBRANE PROTECTION PER 2015 IBC, SECTION 704 CALCULATED PROTECTION PER 2015 IBC, SECTION 722 09 29 00.D11 09 29 00.D11 09 29 00.D11 05 12 00.L0 ULX528 05 41 00.A1 09 29 00.H1 09 29 00.D11 09 29 00.H1 SIMPSON HTT4 WITH (18) SD#10 X 1 1/2" SCREWS NOTE: ANCHOR BOLTS FOR RIM BOARD NOT SHOWN FOR CLARITY PAD OUT WEB AND SISTER 2X, 16" LONG, GLUED AND NAILED TO TJI 5/8" DIA. THREADED ROD F1554 GR. 36 WITH SET EPOXY, 6 1/2" EMBED 1 1/2" X 18ga. X 69" LONG STEEL 'L' STRAP WITH (36) 10dX 1 1/2" NAILS 2' - 6" 3' - 3" NOTE: AT 4TH FLOOR NO STRAP, USE HGA 10HT CLIPS, EACH SIDE AND BOTH ENDS OF JOIST 18 FASTENERS ALONG HERE 18 FASTENERS ALONG HERE 1' - 6" 1' - 6" DIAGONAL TO BE 5'-0" MINIMUM CUSTOM 1 1/2" WIDE X 18ga. STRAP WITH FASTENER HOLES TO MATCH SIMPSON ST. , ATTACH WITH (36) 10d X 1 1/2" NAILS, WITH FULL DEPTH BLOCKING BELOW. (DIAGONAL BLOCKING BELOW TO BE SAME AS FLOOR JOISTS). Project # Date PRELIMINARY NOT FOR CONSTRUCTION STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD As indicated 9/1/2020 11:47:33 AM C :\Users\Jacob Marnell\Documents\2016033 - 126 College Ave_jacobS4ZDL.rvt S200 STRUCTURAL DETAILS 2016033 126 COLLEGE AVE 4/15/2020 VISUM DEVELOPMENT CITY OF ITHACA, NY PERMIT SET PERMIT SET 1 1/2" = 1'-0"A1 BEARING WALL JOIST SUPPORT 3/4" = 1'-0"C2 HOLD DOWNS @ SHEAR WALL CORNERS 1 1/2" = 1'-0"C3 ONE HOUR FIRE PROTECTION, BEAMS 3" = 1'-0"B4 COLUMN FIRE PROTECTION 1 1/2" = 1'-0"B1 DRAG STRUT AT INTERIOR SHEAR WALL-BASEMENT 3/4" = 1'-0"C1 SHEAR ANCHOR DRAG STRAP 3/4" = 1'-0"B2 DIAGONAL SHEAR TRANSFER STRAP REVISIONS Δ DESCRIPTION DATE sprinkler/126 College Ave FP.pdf sprinkler/College Ave FP Material REVISED Submittal APPROVED 2020.12.04 (1).pdf 860 Linden Ave, Suite B Rochester, NY 14625 P 585-381-7362 F 585-381-8263 Email: cmerkle@colonialfire.com FIRE SPRINKLER MATERIALS / PRODUCTS FOR: 126 College Ave 126 College Ave Ithaca, NY Date: 11/24/2020 Submittal #: 15-800-2.1 Fire Protection Submittal -Materials REVISED FS 12/4/2020 INDEX 1. Pipe/Fittings 2. Sprinkler Heads 3. Valves 4. Hangers/Electrical/MISC. 5. Fire Sprinkler Plans 6. Hydraulic Calculations Colonial Fire Protection Systems, Inc. reserves the right to substitute any material contained in this submittal with the UL, FM approved equal based on market conditions as needed. 1. PIPE/FITTINGS General Description Tyco® CPVC Pipe and Fittings produced by Tyco Fire & Building Products (TFBP) are designed exclusively for use in wet pipe automatic fire sprinkler systems. The Tyco CPVC Pipe and Fittings are produced from BlazeMaster® CPVC compound that is a specially developed thermoplastic compound composed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. Tyco CPVC Pipe and Fittings are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic piping. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. NOTICE Tyco® C P V C P i p e a n d F i t t i n g s p r o d u c e d w i t h B l a z e M a s t e r® C P V C c o m p o u n d d e s c r i b e d h e r e i n m u s t b e i n s t a l l e d a n d m a i n t a i n e d i n c o m p l i a n c e w i t h t h i s d o c u m e n t a n d w i t h t h e a p p l i c a b l e s t a n d a r d s o f t h e N a t i o n a l F i r e P r o t e c t i o n A s s o c i a t i o n , i n a d d i t i o n t o t h e s t a n d a r d s o f a n y a u t h o r i t i e s h a v i n g j u r i s d i c t i o n . F a i l u r e t o d o s o m a y i m p a i r t h e p e r f o r m a n c e o f t h e s e d e v i c e s . T h e o w n e r i s r e s p o n s i b l e f o r m a i n t a i n i n g t h e i r f i r e p r o t e c t i o n s y s t e m a n d d e v i c e s i n p r o p e r o p e r a t i n g c o n d i t i o n . T h e i n s t a l l i n g c o n t r a c t o r o r s p r i n k l e r m a n u f a c t u r e r s h o u l d b e c o n t a c t e d w i t h a n y q u e s t i o n s . Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, C-UL, NSF, LPCB, MEA, and the City of Los Angeles. (Refer to Installation Handbook IH-1900 dated June 2008 for exact listing/approval information.) Manufacture Source U.S.A. Material • Pipe: ASTM F442, SDR 13.5 • Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange BlazeMaster ® CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet Page 1 of 2 TFP1915 JUNE, 2008 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster® i s a r e g i s t e r e d t r a d e m a r k o f T h e L u b r i z o l C o r p o r a t i o n Installation Tyco® CPVC Pipe and Fittings produced by Tyco Fire & Building Products (TFBP) are to be installed in accordance with Installation Handbook IH-1900 dated June 2008. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTICE B e f o r e c l o s i n g a f i r e p r o t e c t i o n s y s t e m c o n t r o l v a l v e f o r i n s p e c t i o n o r m a i n t e n a n c e w o r k o n t h e f i r e p r o t e c t i o n s y s t e m t h a t i t c o n t r o l s , p e r m i s s i o n t o s h u t d o w n t h e a f f e c t e d f i r e p r o t e c t i o n s y s t e m m u s t f i r s t b e o b t a i n e d f r o m t h e p r o p e r a u t h o r i t i e s a n d a l l p e r s o n n e l w h o m a y b e a f f e c t e d b y t h i s a c t i o n m u s t b e n o t i f i e d . A f t e r p l a c i n g a f i r e p r o t e c t i o n s y s t e m i n s e r v i c e , n o t i f y t h e p r o p e r a u t h o r i t i e s a n d a d v i s e t h o s e r e s p o n s i b l e f o r m o n i t o r i n g p r o p r i e t a r y a n d / o r c e n t r a l s t a t i o n a l a r m s . Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or components manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP’s sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. TFBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer’s representatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential damages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP’s liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, express or implied, including warranties of merchantability and fitness for a particular purpose. This limited warranty sets forth the exclusive remedy for claims based on failure of or defect in products, materials or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full extent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Page 2 of 2 TFP1915 © 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Schedule 10 / Schedule 40 M-COAT ®Fully Listed and FM App roved Sprinkler Pipe Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com • 16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 ©2013 Atkore International, Inc. All Rights Reserved. STP-S4-3-1301 Galvanized Pipe Schedule-10/Schedule-40 – M-COAT product can be “hot-dip” galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit fire sprinkler pipe products up to 4.500” in diameter are coated with M-COAT, an advanced MIC coating that is FM approved for use in hybrid sprinkle systems. American made Able to meet “Buy American” requirement and is available through distributors in the USA, Canada, Mexico and Latin America. Specifications & Approvals Schedule-10/Schedule-40 – M-COAT pipe are in compliance with the following: ASTM A-135, Type E Grade A, and NFPA 13. All pipe products have a rated working pressure of 300 psi maximum and also meet the stringent requirements for the following applications and tests: • Welded Outlets • Hydrostatic Pressure When you specify Allied Schedule-10/Schedule-40 – M-COAT sprinkler pipe you get a UL listed and FM approved product. Although these products do not FM agents to ensure consistent quality. Sch-40 ASTM A135/A795 M-COAT Specifications NPS In;mm Nominal O.D. In; mm Nominal I.D. In; mm Nominal Wall In; mm Wt. Lbs/Ft; kg/m Wt. (H20 Filled) Lbs/Ft; kg/m CRR 1” 1.315 1.049 0.133 1.680 2.05 1 25 33.4 26.6 3.38 2.5 3.05 – 1.660 1.380 0.140 2.270 2.93 1 32 42.1 35.1 3.56 3.39 4.36 – 1.900 1.610 0.145 2.720 3.61 1 40 48.3 40.9 3.68 4.0 5.37 – 2” 2.375 2.067 0.154 3.656 5.13 1 50 60.3 52.5 3.91 5.4 7.63 – 2.875 2.469 0.203 5.80 7.86 1 65 73 62.7 5.16 8.6 11.73 – Sch-10 ASTM A135/A795 M-COAT Specifications NPS In; mm Nominal O.D. In; mm Nominal I.D. In; mm Nominal Wall In; mm Wt. Lbs/Ft; kg/m Wt. (H20 Filled) Lbs/Ft; kg/m CRR – 1.660 1.442 0.109 1.810 2.525 7.0955 32 42.2 36.6 2.77 2.7 3.75 – 1.900 1.682 0.109 2.09 3.04 5.6570 40 48.3 42.7 2.77 3.1 4.52 – 2” 2.375 2.157 0.109 2.640 4.22 4.5827 50 60.3 54.8 2.77 3.9 6.28 – 2.875 2.635 0.120 3.530 5.89 3.5196 65 73 66.9 3.05 5.26 8.77 – 3” 3.500 3.260 0.120 4.34 7.94 2.5550 75 88.9 82.8 3.05 6.4 11.82 – 4” 4.500 4.260 0.120 5.62 11.78 1.6020 100 114.3 108.20 3.05 8.3 17.53 – 5” 5.563 5.295 0.134 7.78 17.33 1.4874 125 141.3 134.5 3.40 11.58 25.80 – 6” 6.625 6.357 0.134 9.3 23.03 1.0251 150 168.3 161.5 3.40 13.8 34.27 – 8” 8.625 8.249 0.188 16.96 40.15 1.8365 200 219 209.50 4.78 25.2 59.75 – victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. 1.0 PRODUCT DESCRIPTION Available Sizes • 3 – 36"/DN80 – DN900 Maximum Working Pressure • Fitting maximum pressure ratings are equivalent to the pressure ratings of the coupling used to install them (See section 7.0 for Reference Materials). Application • Supplied with rigid radius grooves in accordance with ANSI/AWWA C-606 • Connects pipe, provides change in direction, and adapts sizes or components. Pipe Material • Ductile iron, gray iron NOTES • Fittings conform to ANSI A21.10/AWWA • C-110 for center-to-end dimensions and AWWA C-153 or ANSI A21.10/AWWA C-110 for wall thickness. • Fittings are available with flanged ends wherever grooved ends are shown. • Linings include cement/mortar Type 2 (standard) and others. Fittings can readily be prepared for glass lining by others. • Victaulic fittings shown have an end-to-end dimension tolerance of ±1⁄8" in all sizes and styles. • Victaulic can supply tapped fittings on order to ANSI B16.1 dimension locations. Specify fitting size, tap location by letter on order. • Grooved end base 90° elbows and base tees are available with dimensions to ANSI B16.1. 2.0 CERTIFICATION/LISTINGS Product designed and manufactured under the Victaulic Quality Management System, as certified by LPCB in accordance with ISO-9001:2008. Ductile Iron AWWA (Cast) Fittings 23.05 1 System No. Location Submitted By Date Spec Section Paragraph Approved Date 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3.0 SPECIFICATIONS – MATERIAL Fitting: Ductile iron conforming to ASTM A-536, Grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15 is available upon special request. Fitting Coating: (specify choice) • Standard on request Non-coated Alkyd-phenol primer Bituminous coating • Optional Coal tar epoxy coating Cement/mortar lining – Type II Glass Lining O ther linings available. Contact Victaulic. NOTES • Coatings are applied per manufacturer’s recommended mils. • The standard black asphalt coating used on Victaulic cement lined AWWA size fittings is NSF 61 Listed. • Cast surfaces will be provided with surface equivalent to SSPC-SP6 prior to coating unless specified otherwise. 2 victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4.0 DIMENSIONS Elbows No. 100-C 90º Long Radius Elbow No. 10-C 90º Elbow No. 11-C 45º Elbow No. 12-C 22½º Elbow No. 13-C 11¼º Elbow C to E C to E C to E C to E C to E E to E C to E No. 100-C No. 10-C No. 11-C No. 12-C No. 13-C Size No. 100-C 90° Long Radius Elbow No. 10-C 90° Elbow No. 11-C 45° Elbow No. 12-C 22½° Elbow No. 13-C 11¼° Elbow Nominal inches DN Actual Outside Diameter inches mm C to E inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg 3 80 3.960 100.6 7.75 197 19.3 8.8 5.50 140 8.6 3.9 3.00 76 5.8 2.6 3.00 76 12.5 5.7 3.00 76 9.0 4.1 4 100 4.800 121.9 9.00 229 28.0 12.7 6.50 165 12.0 5.4 4.00 102 8.4 3.8 4.00 102 11.5 5.2 4.00 102 11.5 5.2 6 150 6.900 175.3 11.50 292 55.0 25.0 8.00 203 22.0 10.0 5.00 127 15.0 6.8 5.00 127 25.0 11.3 5.00 127 21.5 9.8 8 200 9.050 229.9 14.00 356 83.0 37.7 9.00 229 38.0 17.2 5.50 140 28.8 13.1 5.50 140 39.5 17.9 5.50 140 39.0 17.7 10 250 11.100 281.9 16.50 419 160.0 72.6 11.00 279 76.0 34.5 6.50 165 43.3 19.6 6.50 165 67.0 30.4 6.50 165 77.0 34.9 12 300 13.200 335.3 19.00 483 210.0 95.3 12.00 305 92.0 41.7 7.50 191 72.0 32.7 7.50 191 108.0 49.0 7.50 191 120.0 54.4 14 350 15.300 388.6 21.50 546 261.0 118.4 14.00 356 174.0 78.9 7.50 191 104.0 47.2 7.50 191 92.0 41.7 7.50 191 101.0 45.8 16 400 17.400 442.0 24.00 610 337.0 152.9 15.00 381 239.0 108.4 8.00 203 142.0 64.4 8.00 203 112.0 50.8 8.00 203 121.0 54.9 18 450 19.500 495.3 26.50 673 451.0 204.6 16.50 419 328.0 148.8 8.50 216 186.0 84.4 8.50 216 145.0 65.8 8.50 216 146.0 66.2 20 500 21.600 548.6 29.00 737 588.0 266.7 18.00 457 413.0 187.3 9.50 241 246.0 111.6 9.50 241 200.0 90.7 9.50 241 202.0 91.6 24 600 25.800 655.3 34.00 864 909.0 412.3 22.00 559 668.0 303.0 11.00 279 414.0 187.8 11.00 279 282.0 127.9 11.00 279 284.0 128.8 30 750 32.000 762.0 41.50 1054 2136.0 968.9 25.00 635 1002.0 454.4 15.00 381 720.0 326.6 15.00 381 681.0 308.9 15.00 381 699.0 317.1 36 900 38.300 914.4 49.00 1245 3120.0 1415.2 28.00 711 1608.0 729.4 18.00 457 1152.0 522.6 18.00 457 975.0 442.3 18.00 457 1124.0 509.8 3 victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4.1 DIMENSIONS Tee, True Wye, Cross, Lateral, and Cap No. 20-C Tee No. 33-C True Wye No. 35-C Cross No. 30-C 45º Lateral No. 60-C Cap C to E C to E C to LE C to SE C to E C to LE C to LE C to SE T No. 20-C No. 33-C No. 35-C No. 30-C No. 60-C Size No. 20-C Tee No. 33-C True Wye No. 35-C Cross No. 30-C 45° Lateral No. 60-C 1Cap Nominal inches DN Actual Outside Diameter inches mm C to E inches mm Approx. Weight (Each) lb kg C to LE inches mm C to SE inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg C to LE inches mm C to SE inches mm Approx. Weight (Each) lb kg T Thickness inches mm Approx. Weight (Each) lb kg 3 80 3.960 100.6 5.50 140 14.2 6.4 5.50 140 3.00 76 25.00 635 5.50 140 24.0 10.9 10.00 254 3.00 76 28.0 12.7 1.22 31 3.0 1.4 4 100 4.800 121.9 6.50 165 19.0 8.6 6.50 165 3.00 76 55.0 25.0 6.50 165 40.0 18.1 12.00 305 3.00 76 38.4 12.7 1.16 29 5.0 2.3 6 150 6.900 175.3 8.00 203 34.0 15.4 8.00 203 3.50 89 90.0 40.8 8.00 203 71.0 32.2 14.50 368 3.50 89 67.0 30.4 1.16 29 9.0 4.1 8 200 9.050 229.9 9.00 229 59.0 26.8 9.00 229 4.50 114 140.0 63.5 9.00 229 106.0 48.1 17.50 445 4.50 114 120.0 54.4 1.34 34 16.0 7.3 10 250 11.100 281.9 11.00 279 111.0 50.4 11.00 279 5.00 127 220.0 99.8 11.00 279 225.0 102.1 20.50 521 5.00 127 215.0 97.5 1.53 39 37.2 16.9 12 300 13.200 335.3 12.00 305 136.0 61.7 12.00 305 5.50 140 315.0 142.9 12.00 305 310.0 140.6 24.50 622 5.50 140 346.0 157.0 1.53 39 52.0 23.6 14 350 15.300 388.6 14.00 356 262.0 118.8 14.00 356 6.00 152 * 14.00 356 307.0 139.3 27.00 686 6.00 152 492.0 223.2 2.75 2 70 55.0 25.0 16 400 17.400 442.0 15.00 381 304.0 137.9 15.00 381 6.50 165 * 15.00 381 426.0 193.2 30.00 762 6.50 165 696.0 315.7 2.75 2 70 68.0 30.9 18 450 19.500 495.3 16.50 419 408.0 185.1 16.50 419 7.00 178 * 16.50 419 567.0 254.9 32.00 813 7.00 178 870.0 394.6 2.75 2 70 90.0 40.8 20 500 21.600 548.6 18.00 457 552.0 250.4 18.00 457 8.00 203 * 18.00 457 717.0 325.2 35.00 889 8.00 203 1103.0 500.3 2.75 2 70 110.0 50.0 24 600 25.800 655.3 22.00 559 980.0 444.5 22.00 559 9.00 229 * 22.00 559 1177.0 533.9 40.50 1029 9.00 229 1746.0 792.0 2.75 2 70 165.0 74.8 30 750 32.000 762.0 25.00 635 1552.0 704.0 25.00 635 10.00 254 * 25.00 635 1366.0 619.6 49.00 1245 10.00 254 3280.0 1487.8 4.00 2 102 300.0 136.1 36 900 38.300 914.4 28.00 711 2050.0 929.9 28.00 711 15.00 381 * 28.00 711 1885.0 855.0 56.00 1422 15.25 387 5020.0 2277.1 4.00 2 102 536.0 243.1 1 Caps from ½ – 3"/15 – 80 mm tap sizes. 2 Dish Caps. * Contact Victaulic for details. 4 victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4.2 DIMENSIONS Bullhead Tee No. 21-C C to EOB C to EOR No. 21-C Size Dimensions Approximate Nominal C to EOR C to EOB Weight Each inches inches inches lb DN mm mm kg 4 100 x 4 100 x 6 150 * * 47.0 21.3 6 150 x 6 150 x 8 200 8.00 203 800 203 79.0 35.8 8 200 x 8 200 x 10 250 11.00 279 11.00 279 164.0 74.4 10 250 x 10 250 x 12 300 * * 226.0 102.5 * Contact Victaulic for details. 5 victaulic.com 2 3.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4.3 DIMENSIONS Reducing Fittings No. 25-C Reducing Tee No. 35-CR Reducing Cross No. 30-CR 45º Reducing Lateral C to E C to E J J H H C to LE C to SE C to LE No. 25-C No. 35-CR No. 30-CR Size No. 25-C Reducing Tee No. 35-CR Reducing Cross No. 30-CR 45° Reducing Lateral Nominal inches DN C to EOR inches mm C to EOB inches mm Approx. Weight (Each) lb kg H inches mm J inches mm Approx. Weight (Each) lb kg C to LE inches mm C to SE inches mm Approx. Weight (Each) lb kg 4 100 x 3 80 6.50 165 6.50 165 26.4 12.0 6.50 165 6.50 165 22.0 10.0 12.00 305 3.00 76 45.0 20.4 6 150 x 3 80 8.00 203 8.00 203 30.0 13.6 8.00 203 8.00 203 46.0 20.9 14.50 368 3.50 89 74.0 33.6 4 100 8.00 203 8.00 203 34.0 15.4 8.00 203 8.00 203 38.0 17.2 14.50 368 3.50 89 80.0 36.3 8 200 x 3 80 9.00 229 9.00 229 * — — — — — — 4 100 9.00 229 9.00 229 78.0 35.4 9.00 229 9.00 229 76.0 34.5 17.50 445 4.50 114 125.0 56.7 6 150 9.00 229 9.00 229 80.0 36.3 9.00 229 9.00 229 59.0 26.8 17.50 445 4.50 114 140.0 63.5 10 250 x 4 100 11.00 279 11.00 279 120.0 54.4 11.00 279 11.00 279 120.0 54.4 20.50 521 5.00 127 204.0 92.5 6 150 11.00 279 11.00 279 128.0 58.1 11.00 279 11.00 279 114.0 51.7 20.50 521 5.00 127 212.0 96.2 8 200 11.00 279 11.00 279 130.0 59.0 11.00 279 11.00 279 123.0 56.8 20.50 521 5.00 127 236.0 107.1 12 300 x 4 100 12.00 305 12.00 305 112.0 50.8 12.00 305 12.00 305 174.0 78.9 24.50 622 5.50 140 290.0 131.5 6 150 12.00 305 12.00 305 180.0 81.7 12.00 305 12.00 305 130.0 59.0 24.50 622 5.50 140 302.0 137.0 8 200 12.00 305 12.00 305 186.0 84.4 12.00 305 12.00 305 139.0 63.1 24.50 622 5.50 140 324.0 147.0 10 250 12.00 305 12.00 305 192.0 87.1 12.00 305 12.00 305 154.0 69.9 24.50 622 5.50 140 356.0 161.5 14 350 x 6 150 14.00 356 14.00 356 238.0 108.0 14.00 356 14.00 356 215.0 97.5 27.00 686 6.00 152 330.0 149.7 8 200 14.00 356 14.00 356 241.0 109.3 14.00 356 14.00 356 221.0 100.3 27.00 686 6.00 152 346.0 156.9 10 250 14.00 356 14.00 356 258.0 114.8 14.00 356 14.00 356 235.0 106.6 27.00 686 6.00 152 540.0 244.9 12 300 14.00 356 14.00 356 267.0 121.1 14.00 356 14.00 356 244.0 110.7 27.00 686 6.00 152 625.0 283.5 16 400 x 6 150 15.00 381 15.00 381 288.0 130.6 15.00 381 15.00 381 266.0 120.7 30.00 762 6.50 165 570.0 258.6 8 200 15.00 381 15.00 381 315.0 142.9 15.00 381 15.00 381 276.0 125.2 30.00 762 6.50 165 585.0 265.4 10 250 15.00 381 15.00 381 319.0 144.7 15.00 381 15.00 381 291.0 132.0 30.00 762 6.50 165 630.0 285.8 12 300 15.00 381 15.00 381 330.0 149.7 15.00 381 15.00 381 305.0 138.4 30.00 762 6.50 165 650.0 294.8 14 350 15.00 381 15.00 381 341.0 154.7 15.00 381 15.00 381 280.0 127.0 30.00 762 6.50 165 692.0 313.9 * Contact Victaulic for details. 6 victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4.3 DIMENSIONS (Continued) Reducing Fittings No. 25-C Reducing Tee No. 35-CR Reducing Cross No. 30-CR 45º Reducing Lateral C to E C to E J J H H C to LE C to SE C to LE No. 25-C No. 35-CR No. 30-CR Size No. 25-C Reducing Tee No. 35-CR Reducing Cross No. 30-CR 45° Reducing Lateral Nominal inches DN C to EOR inches mm C to EOB inches mm Approx. Weight (Each) lb kg H inches mm J inches mm Approx. Weight (Each) lb kg C to LE inches mm C to SE inches mm Approx. Weight (Each) lb kg 18 450 x 8 200 13.00 330 15.50 394 326.0 147.9 13.00 330 15.50 394 272.0 123.4 * * * 10 250 13.00 330 15.50 394 332.0 150.6 13.00 330 15.50 394 277.0 125.6 32.00 813 7.00 178 765.0 347.0 12 300 13.00 330 15.50 394 339.0 153.8 13.00 330 15.50 394 291.0 132.0 32.00 813 7.00 178 800.0 362.9 14 350 16.50 419 16.50 419 441.0 200.0 16.50 419 16.50 419 361.0 163.7 32.00 813 7.00 178 865.0 392.4 16 400 16.50 419 16.50 419 453.0 205.5 16.50 419 16.50 419 367.0 166.5 32.00 813 7.00 178 895.0 406.0 20 500 x 6 150 14.00 356 17.00 432 * — — — — — — 8 200 14.00 356 17.00 432 412.0 186.9 14.00 356 17.00 432 343.0 155.6 — — — 10 250 14.00 356 17.00 432 419.0 190.1 14.00 356 17.00 432 343.0 155.6 * * * 12 300 14.00 356 17.00 432 426.0 193.2 14.00 356 17.00 432 357.0 161.9 35.00 889 8.00 203 1000.0 453.6 14 350 14.00 356 17.00 432 443.0 201.0 14.00 356 17.00 432 327.0 148.3 35.00 889 8.00 203 1062.0 481.7 16 400 18.00 457 18.00 457 571.0 259.1 18.00 457 18.00 457 458.0 207.7 35.00 889 8.00 203 1105.0 501.2 18 450 18.00 457 18.00 457 584.0 264.9 18.00 457 18.00 457 469.0 212.7 35.00 889 8.00 203 1150.0 521.6 24 600 x 6 150 15.00 381 19.00 483 * — — — — — — 8 200 15.00 381 19.00 483 * * * * * * * 10 250 15.00 381 19.00 483 * * * * * * * 12 300 15.00 381 19.00 483 593.0 269.0 15.00 381 19.00 483 475.0 215.5 * * * 14 350 15.00 381 19.00 483 610.0 276.7 15.00 381 19.00 483 450.0 204.1 40.50 1029 9.00 229 1510.0 684.9 16 400 15.00 381 19.00 483 620.0 281.2 15.00 381 19.00 483 446.0 202.3 40.50 1029 9.00 229 1580.0 716.7 18 450 22.00 559 22.00 559 918.0 416.4 22.00 559 22.00 559 782.0 354.7 40.50 1029 9.00 229 871.0 395.1 20 500 22.00 559 22.00 559 937.0 425.0 22.00 559 22.00 559 788.0 357.4 40.50 1029 9.00 229 1705.0 773.4 * Contact Victaulic for details. 7 victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4.3 DIMENSIONS (Continued) Reducing Fittings No. 25-C Reducing Tee No. 35-CR Reducing Cross No. 30-CR 45º Reducing Lateral C to E C to E J J H H C to LE C to SE C to LE No. 25-C No. 35-CR No. 30-CR Size No. 25-C Reducing Tee No. 35-CR Reducing Cross No. 30-CR 45° Reducing Lateral Nominal inches DN C to EOR inches mm C to EOB inches mm Approx. Weight (Each) lb kg H inches mm J inches mm Approx. Weight (Each) lb kg C to LE inches mm C to SE inches mm Approx. Weight (Each) lb kg 30 750 x 6 150 18.00 457 23.00 584 * 18.00 457 23.00 584 — — — — 8 200 18.00 457 23.00 584 * 18.00 457 23.00 584 * * * * 10 250 18.00 457 23.00 584 * 18.00 457 23.00 584 * * * * 12 300 18.00 457 23.00 584 1175.0 533.0 18.00 457 23.00 584 888.0 402.8 49.00 1245 10.00 254 2178.0 987.9 14 350 18.00 457 23.00 584 1250.0 567.0 18.00 457 23.00 584 853.0 386.9 49.00 1245 10.00 254 2208.0 1001.5 16 400 18.00 457 23.00 584 1437.0 651.0 18.00 457 23.00 584 843.0 382.4 49.00 1245 10.00 254 2248.0 1019.7 18 450 18.00 457 23.00 584 1450.0 657.7 18.00 457 23.00 584 839.0 380.6 49.00 1245 10.00 254 2294.0 1040.6 20 500 18.00 457 23.00 584 1462.0 663.2 18.00 457 23.00 584 835.0 378.8 49.00 1245 10.00 254 2339.0 1061.0 24 600 25.00 635 25.00 635 1475.0 669.1 25.00 635 25.00 635 1304.0 591.5 49.00 1245 10.00 254 2451.0 1111.8 36 900 x 8 200 20.00 508 26.00 660 * 20.00 508 26.00 660 * * * * 10 250 20.00 508 26.00 660 * 20.00 508 26.00 660 * * * * 12 300 20.00 508 26.00 660 * 20.00 508 26.00 660 1262.0 572.4 * * * 14 350 20.00 508 26.00 660 * 20.00 508 26.00 660 1222.0 554.3 54.00 1372 15.25 387 * 16 400 20.00 508 26.00 660 * 20.00 508 26.00 660 1213.0 550.2 54.00 1372 15.25 387 3493.0 1584.4 18 450 20.00 508 26.00 660 * 20.00 508 26.00 660 1204.0 546.1 54.00 1372 15.25 387 3533.0 1602.6 20 500 20.00 508 26.00 660 * 20.00 508 26.00 660 1190.0 539.8 54.00 1372 15.25 387 3574.0 1621.2 24 600 20.00 508 26.00 660 * 20.00 508 26.00 660 1163.0 527.5 54.00 1372 15.25 387 3675.0 1667.0 30 750 28.00 711 28.00 711 * 28.00 711 28.00 711 1865.0 846.0 56.00 1422 15.25 387 3879.0 1759.5 * Contact Victaulic for details. 8 victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4.4 DIMENSIONS Reducers and Reducing Elbows No. 50-C Concentric Reducer No. 51-C Eccentric Reducer No. 10-CR 90º Reducing Elbow No. 100-CR 90º Long Radius Reducing Elbow Size No. 50-C Concentric Reducer No. 51-C Eccentric Reducer No. 10-CR 90° Reducing Elbow No. 10-CR 90° Long Radius Reducing Elbow Nominal inches DN E to E inches mm Approx. Weight (Each) lb kg E to E inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg 4 100 x 3 80 7.00 178 10.0 4.5 7.00 178 12.0 5.4 6.50 165 17.0 7.7 9.00 229 20.0 8.1 6 150 x 3 80 9.00 229 15.0 6.8 9.00 229 20.0 9.1 8.00 203 28.5 12.9 11.50 292 36.0 16.3 4 100 9.00 229 16.5 7.5 9.00 229 25.0 11.3 8.00 203 29.6 13.4 11.50 292 40.0 18.1 8 200 x 3 80 11.00 279 33.0 15.0 11.00 279 * — — — — 4 100 11.00 279 28.0 12.7 11.00 279 35.0 15.9 9.00 229 46.5 21.1 14.00 356 60.0 27.2 6 150 11.00 279 34.0 15.4 11.00 279 44.0 20.0 9.00 229 48.5 22.0 14.00 356 71.0 32.2 10 250 x 4 100 12.00 305 42.0 19.1 12.00 305 54.0 24.5 11.00 279 68.0 30.8 16.50 419 90.0 40.8 6 150 12.00 305 46.0 20.9 12.00 305 60.0 27.2 11.00 279 77.0 34.9 16.50 419 106.0 48.1 8 200 12.00 305 50.0 22.7 12.00 305 70.0 31.8 11.00 279 88.0 39.9 16.50 419 121.0 54.9 12 300 x 4 100 14.00 356 60.0 27.2 14.00 356 82.0 37.2 12.00 305 * * * 6 150 14.00 356 70.0 31.8 14.00 356 84.0 38.1 12.00 305 110.0 49.9 19.00 483 143.0 64.9 8 200 14.00 356 74.0 33.6 14.00 356 91.0 41.3 12.00 305 126.0 57.2 19.00 483 163.0 73.9 10 250 14.00 356 84.0 38.1 14.00 356 110.0 49.9 12.00 305 150.0 68.0 19.00 483 188.0 85.3 14 350 x 6 150 16.00 406 89.0 40.4 16.00 406 104.0 47.2 14.00 356 * * * 8 200 16.00 406 102.0 46.3 16.00 406 121.0 54.9 14.00 356 135.0 61.2 21.50 546 183.0 83.0 10 250 16.00 406 112.0 50.8 16.00 406 135.0 61.2 14.00 356 170.0 77.1 21.50 546 213.0 96.6 12 300 16.00 406 126.0 57.4 16.00 406 150.0 68.0 14.00 356 195.0 88.5 21.50 546 240.0 108.9 16 400 x 6 150 18.00 457 11.0 49.9 18.00 457 140.0 63.5 — — * * 8 200 18.00 457 122.0 55.3 18.00 457 160.0 72.6 15.00 381 * 24.00 610 228.0 103.4 10 250 18.00 457 135.0 61.2 18.00 457 168.0 76.2 15.00 381 195.0 88.5 24.00 610 263.0 119.3 12 300 18.00 457 146.0 66.2 18.00 457 190.0 86.2 15.00 381 240.0 108.9 24.00 610 295.0 133.8 14 350 18.00 457 173.0 78.5 18.00 457 210.0 95.3 15.00 381 280.0 127.0 24.00 610 290.0 131.5 * Contact Victaulic for details. E to E E to E C to E C to E No. 50-C No. 51-C No. 10-CR No. 100-CR 9 victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4.4 DIMENSIONS (Continued) Reducers and Reducing Elbows No. 50-C Concentric Reducer No. 51-C Eccentric Reducer No. 10-CR 90º Reducing Elbow No. 100-CR 90º Long Radius Reducing Elbow Size No. 50-C Concentric Reducer No. 51-C Eccentric Reducer No. 10-CR 90° Reducing Elbow No. 10-CR 90° Long Radius Reducing Elbow Nominal inches DN E to E inches mm Approx. Weight (Each) lb kg E to E inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg 18 450 x 8 200 19.00 483 148.0 67.1 19.00 483 180.0 81.6 16.50 419 * — — 10 250 19.00 483 158.0 71.1 19.00 483 215.0 97.5 16.50 419 * 26.50 673 * 12 300 19.00 483 173.0 78.5 19.00 483 215.0 97.5 16.50 419 305.0 138.3 26.50 673 336.0 152.4 14 350 19.00 483 200.0 90.7 19.00 483 230.0 104.3 16.50 419 345.0 156.5 26.50 673 355.0 161.0 16 400 19.00 483 220.0 100.0 19.00 483 275.0 124.7 16.50 419 360.0 163.3 26.50 673 386.0 175.1 20 500 x 8 200 20.00 508 173.0 78.5 20.00 508 * — — — — 10 250 20.00 508 182.0 82.6 20.00 508 215.0 97.5 18.00 457 * 29.00 737 * 12 300 20.00 508 201.0 91.2 20.00 508 250.0 113.4 18.00 457 365.0 165.6 29.00 737 * 14 350 20.00 508 230.0 104.3 20.00 508 270.0 122.5 18.00 457 405.0 183.7 29.00 737 * 16 400 20.00 508 251.0 113.9 20.00 508 300.0 136.1 18.00 457 440.0 199.6 29.00 737 466.0 211.4 18 450 20.00 508 275.0 124.7 20.00 508 320.0 145.2 18.00 457 485.0 220.0 29.00 737 507.0 230.0 24 600 x 8 200 24.00 610 257.0 116.6 24.00 610 300.0 136.1 * * * * 10 250 24.00 610 274.0 124.3 24.00 610 300.0 136.1 * * * * 12 300 24.00 610 293.0 132.9 24.00 610 395.0 179.2 22.00 559 590.0 267.6 34.00 864 * 14 300 24.00 610 331.0 150.1 24.00 610 425.0 192.8 22.00 559 630.0 285.8 34.00 864 * 16 400 24.00 610 358.0 162.4 24.00 610 455.0 206.4 22.00 559 690.0 313.0 34.00 864 658.0 298.5 18 450 24.00 610 386.0 175.1 24.00 610 465.0 210.9 22.00 559 735.0 333.4 34.00 864 * 20 500 24.00 610 418.0 189.6 24.00 610 525.0 238.1 22.00 559 815.0 369.7 34.00 864 759.0 344.3 * Contact Victaulic for details. E to E E to E C to E C to E No. 50-C No. 51-C No. 10-CR No. 100-CR 10 victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4.4 DIMENSIONS (Continued) Reducers and Reducing Elbows No. 50-C Concentric Reducer No. 51-C Eccentric Reducer No. 10-CR 90º Reducing Elbow No. 100-CR 90º Long Radius Reducing Elbow Size No. 50-C Concentric Reducer No. 51-C Eccentric Reducer No. 10-CR 90° Reducing Elbow No. 10-CR 90° Long Radius Reducing Elbow Nominal inches DN E to E inches mm Approx. Weight (Each) lb kg E to E inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg 30 750 x 8 200 * * * * * * — — 10 250 * * * * * * — — 12 300 30.00 762 * 30.00 762 * * * — — 14 350 30.00 762 * 30.00 762 * 25.50 635 * — — 16 400 30.00 762 * 30.00 762 * 25.50 635 * 41.50 1054 * 18 450 30.00 762 * 30.00 762 * 25.50 635 * 41.50 1054 * 20 500 30.00 762 * 30.00 762 * 25.50 635 * 41.50 1054 * 24 600 30.00 762 * 30.00 762 * 25.50 635 1170.0 530.7 41.50 1054 * 36 900 x 8 200 * * * * * * — — 10 250 * * * * * * — — 12 300 * * * * * * — — 14 350 36.00 914 * 36.00 914 * * * — — 16 400 36.00 914 * 36.00 914 * * * — — 18 450 36.00 914 * 36.00 914 * * * — — 20 500 36.00 914 1280.0 580.6 36.00 914 * * * 49.00 1245 * 24 600 36.00 914 1370.0 621.4 36.00 914 * * * 49.00 1245 * 30 750 36.00 914 1450.0 657.7 36.00 914 * * * 49.00 1245 * * Contact Victaulic for details. NOTE • Non-standard reducing cross sizes are available. Contact Victaulic for details. E to E E to E C to E C to E No. 50-C No. 51-C No. 10-CR No. 100-CR 11 victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4.5 DIMENSIONS Base Fittings No. 10-CB Base Elbow No. 20-CB Base Tee No. 25-CB Reducing Base Tee No. 100-CB Long Radius Base Elbow S R T U C to E C to E ST R U C to E C to E ST U R C to E C to E ST U R C to E C to E S W No. 10-CB No. 20-CB No. 25-CB No. 100-CB Round Base Size Dimensions Approx. Weight (Each) Nominal inches DN Actual Outside Diameter inches mm R inches mm U inches mm T inches mm S inches mm W inches mm No. 10-CB Base Elbow lb kg No. 20-CB Base Tee lb kg No. 100-CB LR Base Elbow lb kg No. 25-CB Reducing Base Tee lb kg 3 80 3.960 100.6 4.88 124 0.50 13 0.56 14 5.00 127 3.88 99 19.0 8.6 19.0 8.6 — + 4 100 4.800 121.9 5.50 140 0.50 13 0.62 16 6.00 152 4.75 121 23.6 10.7 26.0 11.8 — + 6 150 6.900 175.3 7.00 178 0.62 16 0.69 18 7.00 178 5.50 140 42.0 19.1 50.0 22.7 — + 8 200 9.050 229.9 8.38 213 0.88 22 0.94 24 9.00 229 7.50 191 75.0 34.0 92.0 41.7 — + 10 250 11.100 281.9 9.75 248 0.88 22 0.94 24 9.00 229 7.50 191 114.0 51.7 125.0 56.7 — + 12 300 13.200 335.3 11.25 286 1.00 25 1.00 25 11.00 279 9.50 241 152.0 69.0 183.0 83.0 — + 14 350 15.300 388.6 12.50 318 1.00 25 1.00 25 11.00 279 9.50 241 — — 340.0 154.2 + 16 400 17.400 442.0 13.75 349 1.00 25 1.00 25 11.00 279 9.50 241 — — 425.0 192.8 + 18 450 19.500 495.3 15.00 381 1.12 29 1.12 29 13.50 343 11.75 299 — — 591.0 268.1 + 20 500 21.600 548.6 16.00 406 1.12 29 1.12 29 13.50 343 11.75 299 — — 717.0 325.2 + 24 600 25.800 655.3 18.50 470 1.12 29 1.12 29 13.50 343 11.75 299 — — 1056.0 479.0 + + 9 0° reducing elbows are available with a base. Contact Victaulic for details. NOTES • Bolt hole template shown for round base is the same as for the flange of the supporting pipe size, except using only four holes in all cases so placed as to straddle center lines. • The bases of these fittings are intended for support in compression and are not to be used for anchors or supports in tension or sheer. • Grooved end base 90° elbows (#X-90 CDI) and base tees (#X-CDI) are available with dimensions to ANSI B16.1. • Side base fittings are available. Contact Victaulic for details. • For Center to End dimensions, refer to corresponding fitting without the base. 12 victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 4.6 DIMENSIONS Tee, True Wye, Cross, Lateral, and Cap No. 10-CF 90º Flare No. 100-CF 90º Long Radius Flare No. 43-CF Straight Flare No. 10-CS 90º Side Outlet No. 20-CS Tee Side Outlet C to E C to F C to E C to F E to E C to E C to E No. 10-CF No. 100-CF No. 43-CF No. 10-CS No. 20-CS Size No. 10-CF 90° Flare No. 100-CF 90° Long Radius Flare No. 43-CF Straight Flare No. 10-CS 90° Side Outlet 3 No. 20-CS Tee Side Outlet 3 Nominal inches DN Actual Outside Diameter inches mm C to E inches mm C to F inches mm Approx. Weight (Each) lb kg C to E inches mm C to F inches mm Approx. Weight (Each) lb kg E to E inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg C to E inches mm Approx. Weight (Each) lb kg 3 80 3.960 100.6 5.50 140 9.00 229 18.0 8.2 7.75 197 11.25 286 23.00 10.4 8.00 203 13.0 5.9 5.50 140 13.0 5.9 5.50 140 28.0 12.7 4 100 4.800 121.9 6.50 165 9.50 241 35.0 15.9 9.00 229 12.50 318 42.0 19.1 8.00 203 17.0 7.7 6.50 165 30.0 13.6 6.50 165 42.0 19.1 6 150 6.900 175.3 8.00 203 11.50 292 70.0 31.8 11.50 292 15.00 381 68.0 30.9 8.00 203 23.0 10.4 8.00 203 58.0 26.3 8.00 203 85.0 38.6 8 200 9.050 229.9 9.00 229 13.50 343 120.0 54.4 14.00 356 18.50 470 118.0 53.5 10.00 254 43.0 19.5 9.00 229 90.0 40.8 9.00 229 114.0 51.7 10 250 11.100 281.9 11.00 279 16.50 419 157.0 71.2 16.50 419 22.50 572 188.0 85.3 10.00 254 58.0 26.3 11.00 279 124.0 56.3 11.00 279 219.0 99.3 12 300 13.200 335.3 12.00 305 18.50 470 190.0 86.2 19.00 483 25.50 648 275.0 124.7 12.00 305 100.0 45.4 12.00 305 170.0 77.1 12.00 305 295.0 133.8 14 350 15.300 388.6 14.00 356 21.50 546 235.0 106.6 21.50 546 29.00 737 325.0 147.4 12.00 305 90.0 40.8 14.00 356 * * * 16 400 17.400 442.0 15.00 381 23.00 584 300.0 136.1 24.00 610 32.00 813 435.0 197.3 16.00 406 145.0 65.8 15.00 381 * * * 18 450 19.500 495.3 16.50 419 25.00 635 391.0 177.4 26.50 673 35.00 889 571.0 259.0 16.00 406 205.0 93.0 16.50 419 * * * 20 500 21.600 548.6 18.00 457 27.00 686 496.0 255.0 29.00 737 38.00 965 731.0 331.6 18.00 457 221.0 100.3 18.00 457 * * * 24 600 25.800 655.3 22.00 559 32.50 826 808.0 366.5 34.00 864 44.50 1130 1642.0 744.8 18.00 457 293.0 132.9 22.00 559 * * * 30 750 32.000 762.0 * * * * * * 24.00 610 567.0 257.2 * * * * 36 900 38.300 914.4 * * * * * * 24.00 610 736.0 333.0 * * * * * Contact Victaulic for details. 3 Reducing side outlet 90° Elbows, Tees, and Crosses are available. Contact Victaulic for details. 13 victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5.0 PERFORMANCE Contact Victaulic for details. 6.0 NOTIFICATIONS WARNING • Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 14 victaulic.com 23.05 1680 Rev J Updated 06/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular end-use application, in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications, and the applicable building codes and related Victaulic reserves the right to change product specifications, designs and standard regulations as well as Victaulic performance, maintenance, safety, and warning equipment without notice and without incurring obligations. instructions. Nothing in this or any other document, nor any verbal recommendation, Installation advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale, installation instructions of the product you are installing. Handbooks are included with each shipment guide, or this disclaimer. of Victaulic products, providing complete installation and assembly data, and are available Intellectual Property Rights in PDF format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product, service, or design is intended, or should be constructed, to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such Trademarks material, product, service, or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right. The terms “Patented” or “Patent Pending” refer to design or utility patents Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. 7.0 REFERENCE MATERIALS Tapped Fittings Victaulic can supply tapped fittings on order to ANSI B16.1 dimension locations. Specify fittings size, tap location by letter (as shown below) and tap size (NPT dimensions) on order. Elbows Tees, Crosses, Wyes, and Laterals Reducers Y M K NT R Y G E F T R 90° ELBOW – STRAIGHT SIZE R S T L M N K R S T H E F G TEE – STRAIGHT SIZES X Y Z T S R F G H Z Y X R S T N M K ECCENTRIC REDUCER S 90° ELBOW E G F H T R K M L N R T BASE TEE F H G KN M CONCENTRIC REDUCER MN K R S TG F E R S T 45° ELBOW BASE FITTINGS H G F JE L M N KP CROSS – STRAIGHT SIZE V Y T R KM N V Y T R E G F 90° ELBOW REDUCING SIZES E H G F L K M N TRUE WYE EG F R K M N R 90° BASE ELBOW – STRAIGHT & REDUCING K L M N R S T E H G F R S T 45° LATERAL – STRAIGHT & REDUCING 23.01: AWWA Ductile Iron Pipe - Grooved System 23.02 Style 31 Grooved Coupling 23.03 - Style 307 Transition Couplings 29.01: Victaulic Terms and Conditions/Warranty I-300: Field Installation Handbook: AWWA Product 15 victaulic.com CAST IRON THREADED FITTINGS CATALOG ARGCO SALES: toll free: 800-854-1015 argco.com international: 760-727-1644 | fax: 800-924-5922 email: info@argco.com ARGCO’s line of Cast Iron Threaded Fittings conform to, comply with the following standards: ASTM A128 Class B Standard Spec for Cupola Cast Iron ANSI B 16.4 Cast Iron Threaded Fittings Classes 125 ANSI/ASME B1.20.1 Pipe Threads, General Purpose (inch) NPT ARGCO PAGE 1 CAST IRON FITTINGS Specifications Malleable Threaded Fittings ALL MALLEABLE THREADED FITTINGS MANUFACTURED FOR AND BY SIGMA PIPING PRODUCTS CONFORM TO, COMPLY WITH, AND ARE MANUFACTURED TO THE FOLLOWING STANDARDS: ASTM A 197- Standard Spec for Cupola Malleable Iron ASTM A 153- Standard Spec for Zinc Coating (Hot Dip) on Iron and Steel ANSI B 16.3- Malleable Iron Threaded Fittings Classes 150 ANSI/ASME B1.20.1- Pipe Threads, General Purpose (Inch) NPT Ductile Iron Threaded Fittings ALL DUCTILE IRONS MANUFACTURED FOR AND BY SIGMA PIPING PRODUCTS CONFORM TO, COMPLY WITH, AND ARE MANUFACTURED TO THE FOLLOWING STANDARDS: ASTM A 536- Grade 65-45-12 ASME B 16.3- Ductile Iron Threaded Fittings Classes 150 ANSI/ASME B1.20.1- Pipe Threads, General Purpose (Inch) NPT Cast IronThreaded Fittings ALL CAST IRONS MANUFACTURED FOR AND BY SIGMA PIPING PRODUCTS CONFORM TO, COMPLY WITH, AND ARE MANUFACTURED TO THE FOLLOWING STANDARDS: ASTM A 128- Class B Standard Spec for Cupola Cast Iron ANSI B 16.4- Cast Iron Threaded Fitting Classes 125 ANSI/ASME B1.20.1- Pipe Threads, General Purpose (Inch) NPT Steel Pipe Nipples ALL STEEL PIPE NIPPLES MANUFACTURED FOR AND BY SIGMA PIPING PRODUCTS CONFORM TO, COMPLY WITH, AND ARE MANUFACTURED TO THE FOLLOWING STANDARDS: ASTM A 53- Standard Spec for Pipe, Steel, Black and Hot-Dipped, Threaded ALL MALLEABLE THREADED FITTINGS MANUFACTURED FOR AND BY SIGMA PIPING PRODUCTS CONFORM TO, COMPLY WITH, AND ARE MANUFACTURED TO THE FOLLOWING STANDARDS: ASTM A 197- Standard Spec for Cupola Malleable Iron ASTM A 153- Standard Spec for Zinc Coating (Hot Dip) on Iron and Steel ANSI B 16.3- Malleable Iron Threaded Fittings Classes 150 ANSI/ASME B1.20.1- Pipe Threads, General Purpose (Inch) NPT Ductile Iron Threaded Fittings ALL DUCTILE IRONS MANUFACTURED FOR AND BY SIGMA PIPING PRODUCTS CONFORM TO, COMPLY WITH, AND ARE MANUFACTURED TO THE FOLLOWING STANDARDS: ASTM A 536- Grade 65-45-12 ASME B 16.3- Ductile Iron Threaded Fittings Classes 150 ANSI/ASME B1.20.1- Pipe Threads, General Purpose (Inch) NPT Cast IronThreaded Fittings ALL CAST IRONS MANUFACTURED FOR AND BY SIGMA PIPING PRODUCTS CONFORM TO, COMPLY WITH, AND ARE MANUFACTURED TO THE FOLLOWING STANDARDS: ASTM A 128- Class B Standard Spec for Cupola Cast Iron ANSI B 16.4- Cast Iron Threaded Fitting Classes 125 ANSI/ASME B1.20.1- Pipe Threads, General Purpose (Inch) NPT Steel Pipe Nipples ALL STEEL PIPE NIPPLES MANUFACTURED FOR AND BY SIGMA PIPING PRODUCTS CONFORM TO, COMPLY WITH, AND ARE MANUFACTURED TO THE FOLLOWING STANDARDS: ASTM A 53- Standard Spec for Pipe, Steel, Black and Hot-Dipped, Zinc Coated, Welded and Seamed ANSI/ASME B1.20.1- Pipe Threads, General Purpose (Inch) NPT Threaded www.sigmaco.com ARGCO offers a full line of Threaded Fittings. This line includes Malleable, Cast, Ductile and Brass Fittings, as well as Nipples and Welded Outlets. Mix and match to receive volume discounts. For pricing and shipping details, contact ARGCO’s Sales Department at 800-854-1015. ARGCO PAGE 2 CAST IRON THREADED FITTINGS C.I. Threaded fittings are UL, cUL listed and Factory Mutual approved for 300psi servce. Gray iron per ASTM 126 class B. Dimensions conform to ANSI B 16.4 Class 125 except plugs conform to ASME B 16,14. Threads are NPT per ANSI/ASME B1.20.1. Description Description Description Description Description C.I. 90 Degreed Elbow C.I. Straight Tee C.I. Reducing Coupling C.I. Reducing 90 Degreed Elbow C.I. 45 Degreed Elbow A B ITEM CODE ITEM CODE BLACK BLACK DIMENSION DIMENSION A A B B ITEM WEIGHT ITEM WEIGHT NOM SIZE NOM SIZE 1” 1 1/4” 1 1/2” 2” 2 1/2” 1” 1 1/4” 1 1/2” 2” 2 1/2” 0.85 1.22 1.55 2.45 4.80 0.85 1.22 1.55 2.45 6.39 1C90B0606 1C90B0707 1C90B0808 1C90B0909 1C90B1010 1CT060606 1CT070707 1CT080808 1CT090909 1CT101010 1.50 1.75 1.94 2.25 2.70 1.50 1.75 1.94 2.25 2.70 1.50 1.75 1.94 2.25 2.70 1.50 1.75 1.94 2.25 2.70 A A B A ITEM CODE BLACK DIM. A ITEM WEIGHTNOM SIZE 1 X 1/2” 1 X 3/4” 0.62 0.69 1CCR0604 1CCR0605 1.69 1.69 B A ITEM CODE BLACK DIMENSION A B ITEM WEIGHTNOM SIZE 0.44 0.52 0.64 0.72 0.75 1.17 1.30 0.92 1.08 1.08 1.24 1.40 1.52 1.65 1C90R0604 1C90R0605 1C90R0704 1C90R0705 1C90R0706 1C90R0804 1C90R0805 1C90R0806 1C90R0807 1C90R0904 1C90R0905 1C90R0906 1C90R0907 1C90R0908 1.26 1.37 1.34 1.45 1.58 1.60 1.61 1.65 1.82 1.49 1.60 1.73 1.90 2.02 1.36 1.45 1.53 1.62 1.67 1.70 1.72 1.80 1.88 1.88 1.97 2.02 2.10 2.16 1 X1/2” 1 X 3/4” 1 1/4 X 1/2” 1 1/4 X 3/4” 1 1/4” X 1” 1 1/2” X 1/2” 1 1/2” X 3/4” 1 1/2” X 1” 1 1/2” X 1 1/4” 2” X 1/2” 2” X 3/4” 2” X 1” 2” X1 1/4” 2” X 1 1/2” A B ITEM CODE BLACK DIMENSION A B ITEM WEIGHTNOM SIZE 1” 1 1/4” 1 1/2” 2” 0.46 0.73 0.92 1.50 1C45B0606 1C45B0707 1C45B0808 1C45B0909 1.12 1.29 1.43 1.68 1.12 1.29 1.43 1.68 Cast Iron Threaded Fittings Threaded www.sigmaco.com ARGCO PAGE 3 CAST IRON THREADED FITTINGS Cast Iron Threaded Fittings A Description C.I. Reducing Tee Description Description C.I. Plugs C.I. Cross A A B B ITEM CODE BLACK DIM. A ITEM WEIGHTNOM SIZE 1/2” 3/4” 1” 1 1/4” 1 1/2” 2” 0.10 0.17 0.28 0.44 0.62 0.91 1CPLG0404 1CPLG0505 1CPLG0606 1CPLG0707 1CPLG0808 1CPLG0909 0.94 1.07 1.25 1.36 1.45 1.56 NOM SIZE ITEM CODE BLACK DIMENSION A B ITEM WEIGHT 1.54 2.40 3.10 4.00 2.05 2.40 2.75 1CX0606 1CX0707 1CX0808 1CX0909 1CX0706 1CX0806 1CX0906 1.50 1.75 1.94 2.25 1.58 1.65 1.73 1.50 1.75 1.94 2.25 1.67 1.80 2.02 1” 1 1/4” 1 1/2” 2” 1 1/4” X 1” 1 1/2” X 1” 2” X 1” ITEM CODE BLACK DIMENSION A B ITEM WEIGHTNOM SIZE C 1CT060604 1CT060605 1CT060406 1CT060506 1CT060607 1CT060608 1CT070604 1CT070605 1CT070606 1CT070607 1CT070608 1CT070704 1CT070705 1CT070706 1CT070708 1CT070709 1CT080604 1CT080605 1CT080606 1CT080607 1CT080608 1CT080704 1CT080705 1CT080706 1CT080707 1CT080708 1CT080709 1CT080804 1CT080805 1CT080806 1CT080807 1CT080809 1CT090609 1CT090709 1CT090804 1CT090805 1CT090806 1CT090807 1CT090808 1CT090809 1CT090904 1CT090905 1CT090906 1CT090907 1CT090908 1CT090910 1.26 1.37 1.50 1.50 1.67 1.80 1.34 1.45 1.58 1.75 1.88 1.34 1.45 1.58 1.88 2.10 1.41 1.52 1.65 1.82 1.94 1.41 1.52 1.65 1.82 1.94 2.16 1.41 1.52 1.65 1.82 2.16 2.25 2.25 1.49 1.60 1.73 1.90 1.49 2.25 1.49 1.60 1.73 1.90 2.02 2.60 1.26 1.37 1.36 1.45 1.67 1.80 1.26 1.37 1.50 1.67 1.80 1.34 1.45 1.58 1.88 2.10 1.34 1.37 1.50 1.67 1.80 1.34 1.45 1.58 1.75 1.88 2.10 1.41 1.52 1.65 1.82 2.16 2.02 2.10 1.41 1.52 1.65 1.82 1.41 2.16 1.49 1.60 1.73 1.90 2.02 2.60 1.36 1.45 1.50 1.50 1.58 1.65 1.53 1.62 1.57 1.75 1.82 1.53 1.62 1.67 1.82 1.90 1.66 1.75 1.80 1.88 1.94 1.66 1.75 1.80 1.88 1.94 2.02 1.66 1.75 1.80 1.88 2.02 2.25 2.25 1.88 1.97 2.02 2.10 1.88 2.25 1.88 1.97 2.02 2.10 2.16 2.39 0.95 1.10 1.08 1.18 1.52 1.73 1.17 1.38 1.47 1.80 2.05 1.37 1.54 1.65 2.21 2.55 1.41 1.65 1.65 2.00 2.30 1.58 1.72 1.85 2.22 2.45 2.80 1.76 1.87 1.94 2.29 3.28 3.40 2.80 2.09 2.40 2.54 2.85 2.24 3.75 2.60 2.71 2.97 3.32 3.72 5.10 1” x 1”x 1/2” 1” x 1” x 3/4” 1” x 1/2” x 1” 1” x 3/4” x1” 1” x 1” x 1 1/4” 1” x 1” x 1 1/2” 1 1/4” x 1” x 1/2” 1 1/4” x 1” x 3/4” 1 1/4” x 1” x 1” 1 1/4” x 1” x 1 1/4” 1 1/4” x 1” x 1 1/2” 1 1/4” x 1 1/4” x 1/2” 1 1/4” x 1 1/4” x 3/4” 1 1/4” x 1 1/4” x 1” 1 1/4” x 1 1/4” x 1/2” 1 1/4” x 1 1/4” x 2” 1 1/2” x 1” x 1/2” 1 1/2” x 1” x 3/4” 1 1/2” x 1” x 1” 1 1/2” x 1” x 1 1/4” 1 1/2” x 1” x 1 1/2” 1 1/2” x 1 1/4” x 1/2” 1 1/2” x 1 1/4” x 3/4” 1 1/2” x 1 1/4” x 1” 1 1/2” x 1 1/4” x 1 1/4” 1 1/2” x 1 1/4” x 1 1/2” 1 1/2” x 1 1/4” x 2” 1 1/2” x 1 1/2” x 1/2” 1 1/2” x 1 1/2” x 3/4” 1 1/2” x 1 1/2” x 1” 1 1/2” x 1 1/2” x 1 1/4” 1 1/2” x 1 1/2” x 2” 2” x 1” x 2” 2” x 1 1/4” x 2” 2” x 1 1/2” x 1/2” 2” x 1 1/2” x 3/4” 2” x 1 1/2” x 1” 2” x 1 1/2” x 1 1/4” 2” x 1 1/2” x 1 1/2” 2” x 1 1/2” x 2” 2” x 2” x 1/2” 2” x 2” x 3/4” 2” x 2” x1” 2” x 2” x 1 1/4” 2” x 2” x 1 1/2” 2” x 2” x 2 1/2” A B C Threaded www.sigmaco.com ARGCO.com For more products, pricing, technical data, SDS, log onto: www.argco.com ARGCO SALES: toll free: 800-854-1015 international: 760-727-1644 | fax: 800-924-5922 email: info@argco.com 2. Sprinkler Heads Series DS-1 Stainless Steel Dry-Type Sprinklers 5.6K Pendent, HSW, and Extended Coverage HSW Standard and Quick Response Page 1 of 10 OCTOBER 2018 TFP560 IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the “INSTALLER WARNING” that provides cautions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Worldwide Contacts www.tyco-fire.com NOTICE The Series DS-1 Stainless Steel DryType Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. Contact the installing contractor or product manufacturer with any questions. The Series DS-1 Stainless Steel DryType Sprinklers must only be installed in fittings that meet the requirements of the Design Criteria section. • with pipe connections exposed to freezing temperatures (e.g., sprinkler drops from wet-pipe systems into freezers or horizontal piping extensions to protect unheated areas) • in systems that are seasonably drained to avoid freezing (e.g., vacation areas) The stainless steel construction of these sprinklers extends the life of a sprinkler beyond that of traditional copper alloy sprinklers exposed to corrosive atmospheres. Although corrosion-resistant sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is necessary that the end user be consulted with respect to the suitability of this alternate material of construction for any given corrosive environment. As a minimum, consider the following criteria: • ambient temperature • concentration of chemicals • humidity • gas/chemical velocity • corrosive nature of the chemical to which the sprinklers are exposed Stainless Steel Pendent Dry-Type Sprinklers The pendent sprinklers are provided with stainless steel escutcheons that allow vertical adjustment during installation. This adjustment provides a measure of flexibility in determining the length of fixed piping to cut for sprinkler drops. Stainless Steel Sidewall Dry-Type Sprinklers The horizontal sidewall sprinklers are designed for installation along a wall or side of a soffit and just beneath a smooth ceiling. Sidewall sprinklers are commonly used instead of pendent sprinklers due to aesthetics or building construction considerations where piping along the ceiling is not desirable. General Description TYCO Series DS-1 Stainless Steel DryType Sprinklers, 5.6K Pendent, Horizontal Sidewall (HSW), and Extended Coverage HSW, Standard (5 mm bulb) and Quick (3 mm bulb) Response are the first stainless steel dry-type sprinklers to be listed by UL and C-UL. With a K-factor of 5.6, these corrosion-resistant automatic sprinklers can be used in wet-pipe, dry-pipe, or preaction systems. These pendent and horizontal sidewall sprinklers are available in a variety of configurations to suit coverage type and thermal sensitivity. Refer to the Sprinkler Identification Numbers (SINs) section for details. Series DS-1 Stainless Steel Dry-Type Sprinklers are typically used: • where corrosive atmospheres exist (e.g., salt-water areas, parking garages, chemical storage areas, mechanical rooms, industrial manufacturing sites, and software chip washing facilities) • on dry-pipe systems exposed to freezing temperatures (e.g., sprinkler drops from unheated portions of buildings) TFP560 Page 2 of 10 APPLICATION(1) Coverage(2) W x L, ft x ft (m x m) Minimum Flow, gpm (lpm) Minimum Pressure, psi (bar) Temperature Rating Top of Deflector-to-Ceiling Distance(2) TY3339 (3 mm Bulb) For Quick Response, Light Hazard, Extended Coverage per NFPA 13 16 x 16 (4,9 x 4,9) 26 (98) 21.6 (1,49) 135 °F (57 °C) and 155 °F (68 °C) 4 in. (100 mm) to 12 in. (300 mm) 16 x 18 (4,9 x 5,5) 29 (110) 26.8 (1,85) 16 x 20 (4,9 x 6,1) 32 (121) 32.7 (2,25) 18 x 16 (5,5 x 4,9) 29 (110) 26.8 (1,85) Notes: 1. These sprinklers are Listed by UL and C-UL. Stainless steel sprinklers noted to be UL and C-UL Listed are listed as Corrosion Resistant Sprinklers. 2. The minimum allowable spacing between sprinklers to prevent cold soldering is 14 ft (4,3 m). Temperature Rating Bulb Color Code Standard Coverage Extended Coverage Horizontal SidewallPendent Horizontal Sidewall TY3230 (3 mm Bulb) with Standard Escutcheon (Figure 10) with Recessed Escutcheon(a) (Figure 11) with Deep Escutcheon (Figure 12) without Escutcheon (Figure 13) TY3250 (5 mm Bulb) with Standard* Escutcheon (Figure 10) with Recessed Escutcheon(a) (Figure 11) with Deep* Escutcheon (Figure 12) without* Escutcheon (Figure 13) TY3337 (3 mm Bulb)(b) with Standard Escutcheon (Figure 14) with Deep Escutcheon (Figure 15) without Escutcheon (Figure 16) TY3357 (5 mm Bulb)(b) with Standard Escutcheon (Figure 14) with Deep Escutcheon (Figure 15) without Escutcheon (Figure 16) TY3339 (3 mm Bulb)(c) with Standard Escutcheon (Figure 17) 135°F (57°C) Orange 1, 2 1, 2 1**, 2** 1**, 2** 1***, 2*** 155°F (68°C) Red 1, 2 1, 2, 3* 1**, 2** 1**, 2** 1***, 2*** 175°F (79°C) Yellow 1, 2 1, 2 1**, 2** 1**, 2** N/A 200°F (93°C) Green 1, 2 1, 2, 3* 1**, 2** 1**, 2** N/A 286°F (141°C) Blue 1, 2 1, 2, 3* 1**, 2** 1**, 2** N/A 360°F (182°C) Mauve N/A 1, 2 N/A 1**, 2** N/A Notes: 1. Listed by Underwriters Laboratories, Inc. (UL). Stainless steel sprinklers noted to be UL Listed are listed as Corrosion Resistant Sprinklers. Maximum order lengths are described in Figures 10 through 17. 2. Listed by Underwriters Laboratories for use in Canada (C-UL). Stainless steel sprinklers noted to be C-UL Listed are listed as Corrosion Resistant Sprinklers. Maximum order lengths are described in Figures 10 through 17. 3. Loss Prevention Certification Board (LPCB) approval and CE conformity apply to these temperature ratings only. a. This configuration is applicable only up to 286°F (141°C). b. To meet the deflector-to-ceiling distance of 4 to 12 inches (100 to 300 mm) for the standard coverage horizontal sidewall, the centerline of the sprinkler waterway must be 4-5/16 to 12-5/16 inches below the ceiling. c. To meet the deflector-to-ceiling distance of 4 to 12 in. (100 to 300 mm) for the extended coverage horizontal sidewall, the centerline of the sprinkler waterway must be 4-7/16 to 12-7/16 inches below the ceiling. * LPCB approval and CE conformity apply to only these configurations for TY3250 with only these indicated temperatures. ** Light and Ordinary Hazard Occupancies only. *** Light Hazard Occupancies only. N/A – Not Applicable TABLE B SERIES DS-1 STAINLESS STEEL DRY-TYPE HORIZONTAL SIDEWALL EXTENDED COVERAGE SPRINKLERS UL AND C-UL INSTALLATION CRITERIA TABLE A SERIES DS-1 STAINLESS STEEL DRY-TYPE PENDENT AND HORIZONTAL SIDEWALL STANDARD AND EXTENDED COVERAGE SPRINKLERS LABORATORY LISTINGS AND APPROVALS TFP560 Page 3 of 10 Operation When TYCO Series DS-1 Stainless Steel Dry-Type Sprinklers, 5.6K Pendent, Horizontal Sidewall (HSW), and Extended Coverage HSW, Standard (5 mm bulb) and Quick (3 mm bulb) Response are in service, water is prevented from entering the assembly by the Plug with Sealing Assembly in the Inlet of the sprinkler. Refer to Figures 1 through 3. The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb then release the Bulb Seat. The compressed Spring is then able to expand and push the Water Tube as well as the Guide Tube outward. This outward action simultaneously pulls inward on the Yoke, withdrawing the Plug with Sealing Assembly from the Inlet and allowing the sprinkler to activate and flow water effectively. Design Criteria TYCO Series DS-1 Stainless Steel DryType Sprinklers, 5.6K Pendent, Horizontal Sidewall (HSW), and Extended Coverage HSW, Standard (5 mm bulb) and Quick (3 mm bulb) Response are intended for use in fire sprinkler systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on NFPA 13 requirements). For more information on LPCB Approval, contact Johnson Conrtrols at the following office: Kopersteden 1 7547 TJ Enschede The Netherlands Tel: +31-(0)53-428-4444 Fax: +31-(0)53-428-3377 The Series DS-1 Stainless Steel Extended Coverage Sprinklers are intended for use in fire sprinkler systems designed in accordance with extended coverage installation guidelines provided by NFPA 13 and the installation criteria provided by Table B. Sprinkler Identification Numbers (SINs) Standard Coverage Pendent • TY3230 – 3 mm Bulb • TY3250 – 5 mm Bulb Standard Coverage Horizontal Sidewall • TY3337 – 3 mm Bulb • TY3357 – 5 mm Bulb Extended Coverage Horizontal Sidewall • TY3339 – 3 mm Bulb Technical Data Approvals UL and C-UL Listed LPCB Approved: Ref. No. 094a/12 CE Certified: EN 12259-1 (Refer to Tables A and B for details) Maximum Working Pressure 175 psi (12,1 bar) Inlet Thread Connections 1-Inch NPT or ISO 7-R 1 Discharge Coefficient K=5.6 GPM/psi½ (80,6 LPM/bar½) Temperature Ratings Refer to Tables A and B Finishes Sprinkler: Stainless Steel Escutcheon: Stainless Steel Physical Characteristics With the exceptions of the bulb, the Insert, the Deflector, and the Sealing Assembly, all components of the Series DS-1 Stainless Steel Dry-Type Sprinkler are constructed with Type 316 Stainless Steel. • The bulb is glass. • The Insert is 300 Series Stainless Steel. • The Deflector is Type 316L Stainless Steel. The Sealing Assembly consists of a Disc Spring that is sealed on both its inside and outside faces with a TEFLON gasket. The Disc Spring is 1/2 Hard Beryllium Nickel. Refer to Figures 1 through 3 for component assemblies. Sprinkler Fittings Install the 1 inch NPT Series DS-1 Stainless Steel Dry-Type Sprinkler in the 1 inch NPT outlet or run of one of the following fittings: • malleable or ductile iron threaded tee fittings that meet the dimensional requirements of ANSI B16.3 (Class 150) • cast iron threaded tee fittings that meet the dimensional requirements of ANSI B16.4 (Class 125) • cast bronze threaded tee fittings that meet the dimensional requirements of ANSI B16.15 (Class 125) • stainless steel threaded tee fittings that meet the dimensional requirements of MSS SP-114. Do not install the Series DS-1 Stainless Steel Dry-Type Sprinklers into elbow fittings. The inlet of the sprinkler can contact the interior of the elbow, potentially damaging the Inlet seal. The unused outlet of the threaded tee is plugged as shown in Figures 4 and 5. You can also install the Series DS-1 Sprinklers in the 1 Inch NPT outlet of a GRINNELL Figure 730 Mechanical Tee. However, the use of the Figure 730 Tee for this arrangement is limited to wetpipe systems. The configuration shown in Figure 4 is only applicable for wet-pipe systems where the sprinkler fitting and waterfilled pipe above the sprinkler fitting are not subject to freezing and where the length of the Stainless Steel Dry-Type Sprinkler has the minimum exposure length depicted in Figure 6. Refer to the Exposure Length section. For wet-pipe system installations of the 1 Inch NPT Series DS-1 Stainless Steel Dry-Type Sprinklers connected to CPVC piping, use only the following TYCO CPVC fittings: • 1 in. x 1 in. NPT Female Adapter (P/N 80145) • 1 in. x 1 in. x 1 in. NPT Sprinkler Head Adapter Tee (P/N 80249) For dry-pipe system installations, use only the side outlet of maximum 2-1/2 inch reducing tee when locating the Series DS-1 Stainless Steel Dry-Type Sprinklers directly below the branch line. Otherwise, use the configuration shown in Figure 5 to assure complete water drainage from above the Series DS-1 Stainless Steel Dry-Type Sprinklers and the branchline. Failure to do so may result in pipe freezing and water damage. TFP560 Page 4 of 10 3 or 5 mm BULB WATER TUBE VENT HOLE GUIDE TUBE INSERT YOKE SCREW INLET SEALING PLUG WITH CASING DEFLECTOR BULB SPRING COMPRESSION SEAT ASSEMBLY FRAME INLET BAND WATER TUBE GUIDE TUBE HOLEINLET INSERT DEFLECTOR 3 or 5 mm SCREW COMPRESSION SEALING PLUG WITH BULB SEAT YOKE 1" NPT CASING SPRING VENT FRAME BULB ASSEMBLY BAND INLET WATER TUBE GUIDE TUBE HOLEINLET INSERT DEFLECTOR 3 mm SCREW COMPRESSION SEALING PLUG WITH BULB SEAT YOKE 1" NPT CASING SPRING VENT FRAME BULB ASSEMBLY BAND INLET FIGURE 3 SERIES DS-1 STAINLESS STEEL DRY-TYPE EXTENDED COVERAGE HORIZONTAL SIDEWALL SPRINKLER TY3339 (3 MM BULB) FIGURE 1 SERIES DS-1 STAINLESS STEEL DRY-TYPE STANDARD COVERAGE PENDENT SPRINKLERS TY3230 (3 MM BULB) AND TY3250 (5 MM BULB) FIGURE 2 SERIES DS-1 STAINLESS STEEL DRY-TYPE STANDARD COVERAGE HORIZONTAL SIDEWALL SPRINKLER TY3337 (3 MM BULB) AND TY3357 (5 MM BULB) TFP560 Page 5 of 10 NOTICE Do not install the Series DS-1 Stainless Steel Dry-Type Sprinklers into any other type fitting. Failure to use the appropriate fitting can result in one of the following: • failure of the sprinkler to operate properly due to formation of ice over the Inlet Plug or binding of the Inlet Plug • insufficient engagement of the Inlet pipe threads with consequent leakage Drainage In accordance with the minimum requirements of the NATIONAL FIRE PROTECTION ASSOCIATION for drypipe sprinkler systems, pitch branch, cross, and feed main piping connected to Stainless Steel Dry-Type Sprinklers and subject to freezing temperatures to allow proper drainage. Exposure Length When using Stainless Steel DryType Sprinklers in wet-pipe sprinkler systems protecting areas subject to freezing temperatures, use Table C to determine a sprinkler’s appropriate exposed barrel length to prevent water from freezing in the connecting pipes due to conduction. The exposed barrel length measurement must be taken from the face of the sprinkler fitting to the surface of the structure or insulation that is exposed to the heated area. Refer to Figure 6 for an example. Clearance Space NFPA 13 requires a sealed clearance space around the sprinkler barrel of dry sprinklers that are connected to wet-pipe sprinkler systems protecting insulated freezer structures. The use of the Model DSB-2 Dry Sprinkler Boot, described in technical data sheet TFP591 and illustrated in Figures 7 and 8, meets this NFPA 13 requirement. HEATED AREA (SEE DESIGN CRITERIA SECTION) FACE OF SPRINKLER FITTING LENGTH EXPOSURE DSB-2 BOOT AREA SUBJECT TO FREEZING RUN OUTLET PLUGGED TO DRY SYSTEM DSB-2 BOOT FITTING (SEE DESIGN CRITERIA SECTION) SPRINKLER (ENDS ON OPPOSING SIDES OF BOOT) STRAP TIES ADHESIVE SHOWN WITH STANDARD ESCUTCHEON DS-1 1-3/4" DIA. (44,5 mm) CLEARANCE HOLE FREEZER STRUCTURE OR EXTERIOR INSULATED CEILING EXPOSED DSB-2 BOOT TO FREEZING SIDE OUTLET PLUGGED TO WET SYSTEM FITTING (SEE DESIGN CRITERIA SECTION) SPRINKLER DSB-2 BOOT HEATED AREA (ENDS ON OPPOSING SIDES OF STRAP TIES BOOT) ADHESIVE SHOWN WITH STANDARD ESCUTCHEON DS-1 1-3/4" DIA. (44,5 mm) CLEARANCE HOLE DSB-2 BOOT FREEZER STRUCTURE OR EXTERIOR INSULATED WALL EXPOSED TO FREEZING WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA SPRINKLER WRENCHING AREA FIGURE 4 SPRINKLER FITTING HEATED AREA FIGURE 5 SPRINKLER FITTING UNHEATED AREA FIGURE 6 EXPOSURE LENGTH FIGURE 8 MODEL DSB-2 SPRINKLER BOOT HORIZONTAL SIDEWALL APPLICATION FIGURE 7 MODEL DSB-2 SPRINKLER BOOT PENDENT APPLICATION FIGURE 9 W-TYPE 7 SPRINKLER WRENCH TFP560 Page 6 of 10 Installation TYCO Series DS-1 Stainless Steel DryType Sprinklers, 5.6K Pendent, Horizontal Sidewall (HSW), and Extended Coverage HSW, Standard (5 mm bulb) and Quick (3 mm bulb) Response must be installed in accordance with this section. NOTICE The Series DS-1 must only be installed in fittings that meet the requirements of the Design Criteria section. For other important requirements regarding piping design and sealing of the clearance space around the Sprinkler Casing, refer to the Design Criteria section. Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm) for the 135°F (57°C) rating to 1/8 in. (3,2 mm) for the 286°F (141°C) rating. A leak-tight 1 inch NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 20 to 30 lb-ft (26,8 to 40,2 N·m). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Re-adjust the position of the sprinkler fitting to suit. Step 1. Install pendent sprinklers only in the pendent position with the deflector parallel to the ceiling. Install horizontal sidewall sprinklers in the horizontal position with their center-line of waterway perpendicular to the back wall and parallel to the ceiling. Ensure the word “TOP” on the Deflector faces the ceiling. Step 2. With a non-hardening pipe thread sealant such as TEFLON applied to the Inlet threads, hand-tighten the sprinkler into the sprinkler fitting. Step 3. Wrench-tighten the sprinkler using a pipe wrench on the Inlet Band or Casing (refer to Figures 1 to 3) or using the W-Type 7 Sprinkler Wrench on the Wrench Flat (refer to Figure 9). Note: If sprinkler removal becomes necessary, remove the sprinkler using the same wrenching method noted above. Sprinkler removal is easier when a non-hardening sealant was used and torque guidelines were followed. After removal, inspect the sprinkler for damage. Step 4. After installing the ceiling or wall and applying a ceiling finish, slide on the outer piece of the Escutcheon until it comes in contact with the ceiling or wall. Do not lift the ceiling panel out of its normal position. When using the Deep Escutcheon, hold the outer piece in contact with the mounting surface (ceiling or wall). Then rotate the inner piece approximately 1/4 turn, with respect to the outer piece, to hold the Deep Escutcheon firmly together. Ambient Temperature Exposed to Discharge End of Sprinkler Temperatures for Heated Area(a) 40°F (4°C) 50°F (10°C) 60°F (16°C) Minimum Exposed Barrel Length(b), Inches (mm) 40°F (4°C) 0 0 0 30°F (-1°C) 0 0 0 20°F (-7°C) 4 (100) 0 0 10°F (-12°C) 8 (200) 1 (25) 0 0°F (-18°C) 12 (305) 3 (75) 0 -10°F (-23°C) 14 (355) 4 (100) 1 (25) -20°F (-29°C) 14 (355) 6 (150) 3 (75) -30°F (-34°C) 16 (405) 8 (200) 4 (100) -40°F (-40°C) 18 (455) 8 (200) 4 (100) -50°F (-46°C) 20 (510) 10 (255) 6 (150) -60°F (-51°C) 20 (510) 10 (255) 6 (150) Notes: a. For protected area temperatures that occur between values listed above, use the next cooler temperature. b. These lengths are inclusive of wind velocities up to 30 mph (18,6 kph). TABLE C EXPOSED SPRINKLER BARRELS IN WET-PIPE SYSTEMS MINIMUM RECOMMENDED LENGTHS TFP560 Page 7 of 10 ORDER LENGTHS: (69,9 to 1219,2 mm) 2-3/4" to 48" IN 1/4" (6,4 mm) INCREMENTS FITTING FACE OF SPRINKLER SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) (76,2 mm) 3" DIA. 1-3/4" DIA. (44,5 mm) (55,6 ± 3,2 mm) 2-3/16" ± 1/8" CEILING FACE OF SPRINKLER FACE OF FITTING (127,0 to 1219,2 mm) INCREMENTS IN 1/4" (6,4 mm) ORDER LENGTHS: 5" to 48" DEFLECTOR TO CEILING 1-3/4" (44,5 mm) MINIMUM SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) 2-1/4" DIA. (57,2 mm) 1-3/8" ± 1/8" (34,9 ± 3,2 mm) 2-7/8" DIA. (73,0 mm) IN 1/4" (6,4 mm) 3-3/4" to 48" INCREMENTS (95,3 to 1219,2 mm) ORDER LENGTHS: SPRINKLER FACE OF FITTING CEILING FACE OF CRITERIA SECTION) (REFER TO DESIGN SPRINKLER FITTING ORDER LENGTHS: INCREMENTS 4-1/4" ± 1/8" (108,0 ± 3,2 mm) IN 1/4" (6,4 mm) (12,7 to 1168,4 mm) 1/2" to 46" FACE OF CEILING (88,9 mm) 3-1/2" DIA. 2-1/2" DIA. (63,5 mm) FITTING FACE OF SPRINKLER CRITERIA SECTION) (REFER TO DESIGN SPRINKLER FITTING FIGURE 13 PENDENT WITHOUT ESCUTCHEON TY3230 (3 MM BULB) AND TY3250 (5 MM BULB) FIGURE 12 PENDENT WITH DEEP ESCUTCHEON TY3230 (3 MM BULB) AND TY3250 (5 MM BULB) FIGURE 10 PENDENT WITH STANDARD ESCUTCHEON TY3230 (3 MM BULB) AND TY3250 (5 MM BULB) FIGURE 11 PENDENT WITH RECESSED ESCUTCHEON TY3230 (3 MM BULB) AND TY3250 (5 MM BULB) TFP560 Page 8 of 10 Care must be exercised to avoid damage to the sprinklers - before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the NATIONAL FIRE PROTECTION ASSOCIATION (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. Automatic sprinkler systems are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. A Vent Hole is provided in the Bulb Seat to indicate if the Dry Sprinkler is remaining dry. (Refer to Figures 1 through 3.) Evidence of leakage from the Vent Hole indicates potential leakage past the Inlet seal and the need to remove the sprinkler to determine the cause of leakage; for example, an improper installation or an ice plug. Close the fire protection system control valve and drain the system before removing the sprinkler. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care and Maintenance TYCO Series DS-1 Stainless Steel Dry-Type Sprinklers, 5.6K Pendent, Horizontal Sidewall (HSW), and Extended Coverage HSW, Standard (5 mm bulb) and Quick (3 mm bulb) Response must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. FACE OF SPRINKLER FITTING SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) CENTERLINE OF WATERWAY 1-3/4" DIA. (44,5 mm) FACE OF MOUNTING SURFACE ORDER LENGTHS: 2-3/4" to 48" (69,9 to 1219,2 mm) IN 1/4" (6,4 mm) INCREMENTS 3" DIA. (76,2 mm) 5/16" (7,9 mm) 2-3/8" ± 1/8" (60,3 ± 3,2 mm) 3.5° FACE OF SPRINKLER FITTING SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) CENTERLINE OF WATERWAY FACE OF MOUNTING SURFACE ORDER LENGTHS: 1/2" to 45-3/4" (12,7 to 1162,1 mm) IN 1/4" (6,4 mm) INCREMENTS 5/16" (7,9 mm) 3.5° 2-1/2" DIA. (63,5 mm) 4-1/4" ± 1/8" (108,0 ± 3,2 mm) 3-1/2" DIA. (88,9 mm) FIGURE 14 STANDARD COVERAGE HORIZONTAL SIDEWALL WITH STANDARD ESCUTCHEON TY3337 (3 MM BULB) AND TY3357 (5 MM BULB) FIGURE 15 STANDARD COVERAGE HORIZONTAL SIDEWALL WITH DEEP ESCUTCHEON TY3337 (3 MM BULB) AND TY3357 (5 MM BULB) TFP560 Page 9 of 10 Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product description and Part Number (P/N). Refer to the price list for a complete listing of part numbers. Part numbers are for 1 inch NPT stand ard order sprinklers. Orders for all other sprinkler assemblies must be accompanied by a complete description. Stainless Steel Dry-Type Sprinkler When ordering Series DS-1 Stainless Steel Dry-Type Sprinklers, 5.6K Pendent, Horizontal Sidewall (HSW), and Extended Coverage HSW, Standard (5 mm bulb) and Quick (3 mm bulb) Response, specify the following information: • SIN Standard Coverage Pendent TY3230 – Quick Response TY3250 – Standard Response Standard Coverage Horizontal Sidewall TY3337 – Quick Response TY3357 – Standard Response Extended Coverage Horizontal Sidewall TY3339 – Quick Response • Order Length: Dry-Type Sprinklers are furnished based upon Order Length as measured per Figures 10 through 17, as applicable. Measure the required length and then round the measurement to the nearest 1/4 inch increment. • Inlet Connections: 1 Inch NPT (Standard) ISO 7-R 1 (For information on ISO Inlet Thread Connections, contact your Johnson Controls Sales Representative.) • Temperature Rating (Temperature rating 360°F (182°C) applies to non-recessed sprinkler assemblies.) • Escutcheon Type, as applicable • Part Number from Table D Sprinkler Wrench Specify W-Type 7 Sprinkler Wrench P/N 56-850-4-001 Sprinkler Boot Specify Model DSB-2 Dry Sprinkler Boot, P/N 63-000-0-002 This P/N includes one (1) Boot, two (2) Strap Ties, and 1/3 oz of Adhesive (a sufficient quantity for installing one boot). 3.5° 5/16" (7,9 mm) CENTERLINE OF WATERWAY FITTING SPRINKLER FACE OF 2-1/4" (57,2 mm) DEFLECTOR TO 5-1/2" to 48" (139,7 to 1219,2 mm) IN 1/4" (6,4 mm) INCREMENTS ORDER LENGTHS: MINIMUM MOUNTING SURFACE SPRINKLER FITTING CRITERIA SECTION) (REFER TO DESIGN FACE OF SPRINKLER FITTING SPRINKLER FITTING (REFER TO DESIGN CRITERIA SECTION) CENTERLINE OF WATERWAY 1-3/4" DIA. (44,5 mm) FACE OF MOUNTING SURFACE ORDER LENGTHS: 2-3/4" to 48" (69,9 to 1219,2 mm) IN 1/4" (6,4 mm) INCREMENTS 3" DIA. (76,2 mm) 2-3/8" ± 1/8" (60,3 ± 3,2 mm) 7/16" (11,1 mm) FIGURE 16 STANDARD COVERAGE HORIZONTAL SIDEWALL WITHOUT ESCUTCHEON TY3337 (3 MM BULB) AND TY3357 (5 MM BULB) FIGURE 17 EXTENDED COVERAGE HORIZONTAL SIDEWALL SPRINKLER WITH STANDARD ESCUTCHEON TY3339 (3 MM BULB) TFP560 Page 10 of 10 NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; TEFLON is a registered trademark of DuPont 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 © 2019 Johnson Controls. All rights reserved. All specifications and other information shown were current as of document revision date and are subject to change without notice. Notes: 1. Dry-Type Sprinklers are furnished based upon “Order Length” as measured per Figures 10 through 17 and for each individual sprinkler where it is to be installed. After taking the measurement, round it to the nearest 1/4 inch increment. 2. Temperature rating 360°F (182°C) applies to non-recessed sprinkler assemblies. 3. TY3339 HSW Quick Response Extended Coverage sprinkler is available in 135°F (57°C) and 155°F (68°C) temperature ratings only. * Use Prefix “I” for ISO 7-R 1 Connection (e.g., I-60-110-6-055). P/N* 60 – XXX – X– XXX SIN 11 SS Pendent Quick Response with Standard Escutcheon (1 in. NPT) TY3230 (Figure 10) 12 SS Pendent Quick Response with Recessed Escutcheon (1 in. NPT) TY3230 (Figure 11) 13 SS Pendent Quick Response with Deep Escutcheon (1 in. NPT) TY3230 (Figure 12) 14 SS Pendent Quick Response without Escutcheon (1 in. NPT) TY3230 (Figure 13) 21 SS Pendent Standard Response with Standard Escutcheon (1 in. NPT) TY3250 (Figure 10) 22 SS Pendent Standard Response with Recessed Escutcheon (1 in. NPT) TY3250 (Figure 11) 23 SS Pendent Standard Response with Deep Escutcheon (1 in. NPT) TY3250 (Figure 12) 24 SS Pendent Standard Response without Escutcheon (1 in. NPT) TY3250 (Figure 13) 15 SS HSW Quick Response Standard Coverage with Standard Escutcheon (1 in. NPT) TY3337 (Figure 14) 16 SS HSW Quick Response Standard Coverage with Deep Escutcheon (1 in. NPT) TY3337 (Figure 15) 17 SS HSW Quick Response Standard Coverage without Escutcheon (1 in. NPT) TY3337 (Figure 16) 25 SS HSW Standard Response Standard Coverage with Standard Escutcheon (1 in. NPT) TY3357 (Figure 14) 26 SS HSW Standard Response Standard Coverage with Deep Escutcheon (1 in. NPT) TY3357 (Figure 15) 27 SS HSW Standard Response Standard Coverage without Escutcheon (1 in. NPT) TY3357 (Figure 16) 18 SS HSW Quick Response Extended Coverage with Standard Escutcheon (1 in. NPT) TY3339(3) (Figure 17) ORDER LENGTH EXAMPLES(1) 055 5.50 in. 082 8.25 in. 180 18.00 in. 187 18.75 in. 372 37.25 in. 480 48.00 in. FINISH 6 Stainless Steel for Sprinkler and Escutcheon TEMPERATURE RATING(2)(3) 0 135°F (57°C) 1 155°F (68°C) 2 175°F (79°C) 3 200°F (93°C) 4 286°F (141°C) 5 360°F (182°C) TABLE D SERIES DS-1 STAINLESS STEEL DRY-TYPE SPRINKLERS PART NUMBER SELECTION FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK430 (K4.3) TECHNICAL DATA Page 1 of 5 Form No. F_082095 19.02.21 Rev 18.2 .P65 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com 1. DESCRIPTION Viking Freedom® Residential Pendent Sprinkler VK430 is a thermosensitive, glass-bulb residential sprinkler available in several different finishes and temperature ratings to meet varying design requirements. The Electroless Nickel PTFE (ENT) coating has been investigated for installation in corrosive atmospheres and is C-UL-US-EU Listed as corrosion resistant as indicated in the Approval Chart. The orifice design, with a K-Factor of 4.3 (62 metric*), allows efficient use of available water supplies for the hydraulically designed fire-protection system. The fast response type glass bulb and special deflector combine speed of operation and area of coverage to meet residential sprinkler standards while being aesthetically pleasing. 2. LISTINGS AND APPROVALS UL Listed (C-UL-US-EU): Category VKKW NYC Approved: MEA 89-92-E, Volume 24 Refer to the Approval Chart on and Design Criteria for C-UL-US-EU Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2” (15 mm) NPT Nominal K-Factor: 4.3 U.S. (62 metric*) * Metric K-factor measurement shown is for when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4” (58 mm) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Compression Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Pip Cap Attachment (for QM Brass sprinklers only): Brass UNS-C36000 For ENT coated sprinklers: Belleville spring - Exposed, Screw and Pipcap - ENT plated. Available Finishes and Temperature Ratings: Finish Brass Chrome White Polyester Black Polyester ENT Suffix A F M-/W M-/B JN Temperature 155 °F (68 °C) 175 °F (79 °C) -- -- -Suffix B D -- -- -Ordering Information: (Refer to Table 1.) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. Replaces Form No. F_082095 Rev 18.2 (Removed F-1 Escutcheon.)  FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK430 (K4.3) TECHNICAL DATA Page 2 of 5 Form No. F_082095 19.02.21 Rev 18.2 .P65 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com 7. AVAILABILITY The Viking Model VK430 Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking’s current list price schedule or contact Viking directly. TABLE 1: ORDERING INFORMATION Instructions: Using the sprinkler base part number, (1) add the suffix for the desired Finish (2) add the suffix for the desired Temperature Rating. Sprinkler Base Part No. Size 1: Finishes 2: Temperature Ratings NPT Inch BSP mm Description Suffix1 Nominal Rating Bulb Color Max. Ambient Ceiling Temperature3 Suffix 09530 1/2 -- Brass A 155 °F (68 °C) Red 100 °F (38 °C) B Chrome F 175 °F (79 °C) Yellow 150 °F (65 °C) D White Polyester 4,5 M-/W Black Polyester 4,5 M-/B ENT 4,5 JN Example: 09530AB = VK430 with Brass Finish and 155 °F (68 °C) Nominal temperature rating. This sprinkler is to be installed into an area with a maximum ambient temperature of 100 °F (38 °C) meaning if the area will experience temperatures above the maximum ambient rating, you shall use a higher temperature-rated sprinkler. Accessories Sprinkler Wrenches (see Figure 1): A. Standard Wrench: Part No. 21475M/B. B. Recessed Socket Wrench: Part No. 13655W/B2. C. Protective Sprinkler Cap/Escutcheon installation tool6 15915. Sprinkler Cabinet: A. Up to 6 sprinklers: Part number 01724A. B. 6-12 Sprinklers: Part number 01725A. Footnotes 1. Where a dash (-) is shown in the Finish suffix designation, insert the desired Temperature Rating suffix. See example above. 2. Requires a 1/2” ratchet which is not available from Viking. 3. Based on NFPA 13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 4. UL Listed as corrosion resistant. 5. The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway. 6. Allows installation from the floor by attaching a length of 1” diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK430 (K4.3) TECHNICAL DATA Page 3 of 5 Form No. F_082095 19.02.21 Rev 18.2 .P65 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart Viking VK430, 4.3 K-Factor Residential Pendent Sprinkler For systems designed to NFPA 13D or NFPA 13R. For systems designed to NFPA 13, refer to the design criteria on page 5. For Ceiling types refer to current Editions of NFPA 13, 13R or 13D Sprinkler Base Part Number1 SIN NPT Thread Size Nominal K-Factor Maximum Water Working Pressure Overall Length Inches mm U.S. metric 2 Inches mm 09530 VK430 1/2 15 4.3 62 175 psi (12 bar) 2-1/4 58 Max. Coverage Area4 Ft.X Ft. (m X m) Ordinary Temp Rating (155 °F/68 °C) Intermediate Temp Rating (175 °F/79 °C) Deflector to Ceiling Installation Type Listings and Approvals 3 Minimum Spacing Ft. (m) Flow4 GPM (L/min) Pressure4 PSI (bar) Flow4 GPM (L/min) Pressure4 PSI (bar) 5 NYC7 NSF8 12 X 12 (3.7 X 3.7) 12 (45.4) 7.8 (0.54) 12 (45.4) 7.8 (0.54) 1-1/8 to 2 inch Standard surfacemounted escutcheons or recessed with the Micromatic® Model E-1, E-2, or E-3 Recessed Escutcheon See Footnote 6 and 10 See Footnote 6 See Footnote 6 8 (2.4) 14 X 14 (4.3 X 4.3) 13 (49.2) 9.1 (0.63) 13 (49.2) 9.1 (0.63) 16 X 16 (4.9 X 4.9) 13 (49.2) 9.1 (0.63) 13 (49.2) 9.1 (0.63) 18 X 18 (5.5 X 5.5) 17 (64.4) 15.6 (1.08) 17 (64.4) 15.6 (1.08) 20 X 20 (6.1 X 6.1) 21 (79.5) 23.9 (1.64) 21 (79.5) 23.9 (1.64) Footnotes 1. Part number shown is the base part number. For complete part number, refer to Viking’s current price schedule. 2. Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3. This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Refer also to Design Criteria on page 5. 4. For areas of coverage smaller than shown, use the “Flow” and “Pressure” for the next larger area listed. Flows and pressures listed are per sprinkler. 5. Listed by Underwriter’s Laboratories, Inc. for use in the U.S., Canada, and European Union. 6. Approved Finishes are: Brass, Chrome, White Polyester, and Black Polyester 9. 7. Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 24. 8. UL Classified to: NSF/ANSI Standard 61, Drinking Water System Components (MH48034). 9. Other paint colors are available on request with the same C-UL-US-EU listings as the standard finish colors. 10. Approved finish is Electroless Nickel PTFE (ENT). ENT is C-UL-US-EU Listed as corrosion resistant. ENT is available with standard surface-mounted escutcheons or the Micromatic Model E-1 Recessed Escutcheon. FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK430 (K4.3) TECHNICAL DATA Page 4 of 5 Form No. F_082095 19.02.21 Rev 18.2 .P65 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESIGN CRITERIA (Also refer to the Approval Chart on page 3.) UL Listing Requirements (C-UL-US-EU): When using Viking Residential Pendent Sprinkler VK430 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of coverage and minimum water supply requirements shown in the Approval Chart on page 3. For systems designed to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in the Approval Chart on data page 3 for NFPA 13D and NFPA13R applications for each listed area of coverage, or • Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the “design area” in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. • Minimum distance between residential sprinklers: 8 ft. (2.4 m). IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080190, F_080814, and F_080415 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction. Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers Sprinkler Wrench 13655W/B** for installing recessed pendent sprinklers (A 1/2” ratchet is required. Not available from Viking.) Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats. Figure 1: Sprinkler Wrenches A B FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK430 (K4.3) TECHNICAL DATA Page 5 of 5 Form No. F_082095 19.02.21 Rev 18.2 .P65 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Figure 3: Sprinkler Dimensions with a Standard Surface Mount Escutcheon 1/2” (15 mm) NPT 2-1/4” (57 mm) 1-3/4” (45 mm) Installed with a standard 1/8” surface-mounted escutcheon Ceiling Opening Size: 2-5/16” (59 mm) minimum 2-1/2” (64 mm) maximum Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons 1-3/4” (45 mm) Max. 2-1/8” (54 mm) 1-1/8” (29 mm) Min. 2” (51 mm) Max. 1-1/8” (29 mm) Min. 2-1/8” (54 mm) Ceiling Opening Size: 2-5/16” (59 mm) minimum 2-1/2” (64 mm) maximum Installed with a Model E-1 Recessed Escutcheon Installed with a Model E-2 Thread-on Recessed Escutcheon Replaces Form No. F_082095 Rev 18.2.P65 (Removed F-1 Escutcheon.) Features • cULus Listed Residential Sprinklers • Available in pendent and horizontal sidewall orientations • Decorative finishes available, including recessed escutcheons and conical concealed cover plates Product Description Model F1Res Series sprinklers are residential sprinklers with a 3 mm glass bulb operating element. A variety of K-Factors as well as recessed and conical concealed options are available as detailed in this Bulletin. The F1Res Series sprinklers are specially engineered for fast thermal response to meet the requirements of UL 1626. They are intended for installation in accordance with NFPA 13, 13R, and 13D. Application The Model F1Res Series sprinklers cULus Listed Residential sprinklers are intended for use in accordance with NFPA 13, NFPA 13R, or NFPA 13D. The Model F1Res residential sprinklers are cULus Listed for use in residential occupancies and residential portions of any occupancy, where permitted by NFPA 13, NFPA 13R, or NFPA 13D. For NFPA 13R and NFPA 13D applications, the design flow and pressure shall not be less than the minimum flow and pressure specified www.reliablesprinkler.com Residential Sprinkler Summary Sprinkler Model Sprinkler Identification Number (SIN) Orientation K-Factor gpm/psi1/2 (lpm/bar1/2) Thread Size NPT or ISO7-1 Installation Options Max. Coverage Area ft x ft (m x m) F1Res30 R3511 Pendent 3.0 (43) 1/2 Pendent or Recessed 16 x16 (4.9 x 4.9) F1Res49 R3516 Pendent 4.9 (71) 1/2 Pendent or Recessed 20 x 20 (6.1 x 6.1) F1Res58 R3513 Pendent 5.8 (84) 1/2 Pendent or Recessed 20 x 20 (6.1 x 6.1) F1Res76 R7618 Pendent 7.6 (109) 3/4 Pendent or Recessed 20 x 20 (6.1 x 6.1) F1Res30 CCP R3511 Pendent 3.0 (43) 1/2 Conical Concealed or Recessed 14 x 14 (4.3 x 4.3) F1Res49 CCP R3516 Pendent 4.9 (71) 1/2 Conical Concealed or Recessed 20 x 20 (6.1 x 6.1) F1Res58 CCP R3513 Pendent 5.8 (84) 1/2 Conical Concealed or Recessed 20 x 20 (6.1 x 6.1) F1Res76 CCP R7618 Pendent 7.6 (109) 3/4 Conical Concealed or Recessed 20 x 20 (6.1 x 6.1) F1Res44 HSW R3531 Horizontal Sidewall 4.4 (63) 1/2 Recessed 16 x 20 (4.9 x 6.1) F1Res44 SWC R3531 Horizontal Sidewall 4.4 (63) 1/2 Conical Concealed 16 x 20 (4.9 x 6.1) F1Res58 HSW R3533 Horizontal Sidewall 5.8 (84) 1/2 Recessed 16 x 20 (4.9 x 6.1) F1Res 58 HSWX RA3533 Horizontal Sidewall 5.8 (84) 1/2 Recessed 14 x 26 (4.3 x 7.9) Table A in the Listed Design Criteria tables in this Bulletin. For NFPA 13 applications, the design density shall be a minimum of 0.1 gpm/sf (4.1 mm/min), but in no case shall the flow and pressure be less than the minimum flow and pressure specified in the Listed Design Criteria tables in this bulletin. Model F1Res Series sprinklers are listed for use in wet systems only. cULus Listed Model F1Res Series Glass Bulb Residential Sprinklers Bulletin 135 February 2020 Model F1Res30 Residential Pendent Sprinkler Components and Installation Dimensions Figure 1 * Model FV escutcheons are not for use in positively pressurized ceiling plenums. Technical Specifications Style: Pendent and Recessed Pendent Threads: 1/2” NPT or ISO7-1R1/2 Nominal K-Factor: 3.0 (43 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Thermal Sensor: 3 mm glass bulb Sprinkler Frame: Brass Alloy Button: Copper Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Deflector: Bronze Alloy Finishes (See Table N) Sensitivity Fast-response Temperature Ratings 155°F (68°C) 175°F (79°C) Recessed Escutcheons F2 Recessed FV Recessed* Sprinkler Wrenches Model W2 Model W4 (Recessed) Model F1Res30 Residential Pendent Sprinkler & Models F2 & FV Escutcheon SIN R3511 Bulletin 135 February 2020 Page 2 of 15 www.reliablesprinkler.com Minimum Flow and Residual Pressure in Wet Pipe Systems(1) Maximum Coverage Area(2) ft. x ft.(m x m) Flow gpm (l/min) Pressure psi (bar) Deflector to Ceiling Distance 12 x 12 (3.7 x 3.7) 8 (30) 7.0 (0.48) 1 to 4 inches (25 to 100 mm) 14 x 14 (4.3 x 4.3) 10 (38) 11.0 (0.76) 15 x 15 (4.6 x 4.6) 12 (45) 16.0 (1.1) 16 x 16 (4.9 x 4.9) 13 (49) 18.8 (1.3) Table BModel F1Res30 Residential Pendent Sprinkler Hydraulic Design Criteria Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Model F1Res49 Residential Pendent Sprinkler Components and Installation Dimensions Figure 2 Model F1Res49 Residential Sprinkler & Models F1, F2, & FV Escutcheons SIN R3516 Technical Specifications Style: Pendent and Recessed Pendent Threads: 1/2” NPT or ISO7-1R1/2 Nominal K-Factor: 4.9 (71 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Thermal Sensor: 3 mm glass-bulb Sprinkler Frame: Brass Alloy Button: Copper Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Deflector: Bronze Alloy Finishes (See Table N) Sensitivity Fast-response Temperature Ratings 155°F (68°C) 175°F (79°C) Recessed Escutcheons F1 Recessed F2 Recessed FV Recessed* Sprinkler Wrenches Model W2 Model W4 (Recessed) Bulletin 135 February 2020 Page 3 of 15 www.reliablesprinkler.com Minimum Flow and Residual Pressure in Wet Pipe Systems(1) Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (l/min) Pressure psi (bar) Deflector to Ceiling Distance 12 x 12 (3.7 x 3.7) 13 (49) 7.0 (0.48) 1 to 4 inches (25 to 100 mm) 14 x 14 (4.3 x 4.3) 13 (49) 7.0 (0.48) 16 x 16 (4.9 x 4.9) 13 (49) 7.0 (0.48) 18 x 18 (5.5 x 5.5) 17 (64) 12.0 (0.83) 20 x 20 (6.1 x 6.1) 20 (76) 16.7 (1.15) 12 x 12 (3.7 x 3.7) 15 (57) 9.4 (0.65) 4 to 8 inches (100 to 200 mm) 14 x 14 (4.3 x 4.3) 16 (61) 10.7 (0.74) 16 x 16 (4.9 x 4.9) 17 (64) 12.0 (0.83) 18 x 18 (5.5 x 5.5) 19 (72) 15.0 (1.03) 20 x 20 (6.1 x 6.1) 22 (83) 20.2 (1.39) Model F1Res49 Residential Pendent Sprinkler Hydraulic Design Criteria Table C Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. * Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1Res58 Residential Pendent Sprinkler & F1, F2, & FV Recessed Escutcheons SIN R3513 Technical Specifications Style: Pendent and Recessed Pendent Threads: 1/2” NPT or ISO7-1R1/2 Nominal K-Factor: 5.8 (84 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Thermal Sensor: 3 mm glass bulb Sprinkler Frame: Brass Alloy Button: Copper Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Deflector: Bronze Alloy Finishes (See Table N) Sensitivity Fast-response Temperature Ratings 155°F (68°C) 175°F (79°C) Recessed Escutcheons F1 Recessed F2 Recessed FV Recessed* Sprinkler Wrenches Model W2 Model W4 (Recessed) * Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1Res58 Residential Pendent Sprinkler Components and Installation Dimensions Figure 3 Bulletin 135 February 2020 Page 4 of 15 www.reliablesprinkler.com Minimum Flow and Residual Pressure in Wet Pipe Systems(1) Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (l/min) Pressure psi (bar) Deflector to Ceiling Distance 16 x 16 (4.9 x 4.9) 16 (61) 7.6 (0.52) 1 to 4 inches (25 to 100 mm) 18 x 18 (5.5 x 5.5) 19 (72) 10.8 (0.75) 20 x 20 (6.1 x 6.1) 22 (83) 14.4 (1.0) Model F1Res58 Residential Pendent Sprinkler Hydraulic Design Criteria Table D Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Model F1Res76 Residential Pendent Sprinkler & F1, F2, & FV Escutcheons SIN R7618 Technical Specifications Style: Pendent and Recessed Pendent Threads: 3/4” NPT or ISO7-1R3/4 Nominal K-Factor: 7.6 (109 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Thermal Sensor: 3 mm glass bulb Sprinkler Frame: Brass Alloy Button: Copper Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Deflector: Bronze Alloy Finishes (See Table N) Sensitivity Fast-response Temperature Ratings 155°F (68°C) 175°F (79°C) Recessed Escutcheons F1 Recessed F2 Recessed FV Recessed* Sprinkler Wrenches Model W2 Model W4 (Recessed) Model F1Res76 Residential Pendent Sprinkler Components and Installation Dimensions Figure 4 * Model FV escutcheons are not for use in positively pressurized ceiling plenums. Bulletin 135 February 2020 Page 5 of 15 www.reliablesprink ler.com Minimum Flow and Residual Pressure in Wet Pipe Systems(1) Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (l/min) Pressure psi (bar) Deflector to Ceiling Distance 18 x 18 (5.5 x 5.5) 21 (80) 7.6 (0.52) 1 to 4 inches (25 to 100 mm) 20 x 20 (6.1 x 6.1) 23 (87) 9.2 (0.63) Model F1Res76 Residential Pendent Sprinkler Hydraulic Design Criteria Table E Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Model F1Res30 CCP Conical Concealed Pendent & Model FP Recessed Escutcheon Pendent Sprinkler SIN R3511 Technical Specifications Style: Conical Concealed Pendent and Recessed Pendent Threads: 1/2” NPT or ISO7-1R1/2 Nominal K-Factor: 3.0 (43 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Thermal Sensor: 3 mm glass bulb Sprinkler Frame: Brass Alloy Button: Copper Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Deflector: Bronze Alloy Finishes (See Table N) Sensitivity Fast-response Temperature Ratings 155°F (68°C) Recessed Escutcheons/Cover Plates CCP Conical Concealed Plate 135°F (57°C)* FP Recessed* Sprinkler Wrenches Model W4 Model F1Res30 CCP and FP Recessed Pendent Sprinkler Installation Dimensions Figure 5 *Note: Model FP escutcheons and CCP cover plates are not listed for use in positively pressurized ceiling plenums. Bulletin 135 February 2020 Page 6 of 15 www.reliablesprinkler.com Minimum Flow and Residual Pressure in Wet Pipe Systems(1) Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (l/min) Pressure psi (bar) Deflector to Ceiling Distance 12 x 12 (3.7 x 3.7) 8 (30) 7.0 (0.48) 1/2 to 1 inch (13 to 25 mm) 14 x 14 (4.3 x 4.3) 11 (38) 13.4 (0.92) Model F1Res30 CCP Pendent & FP Recessed Pendent Sprinkler Hydraulic Design Criteria Table F Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. 3. The sprinkler must be installed into a ceiling with the listed cover plate installed. Model F1Res49 CCP Conical Concealed Pendent & Model FP Recessed Escutcheon Pendent Sprinkler SIN R3516 Technical Specifications Style: Conical Concealed Pendent and Recessed Pendent Threads: 1/2” NPT or ISO7-1R1/2 Nominal K-Factor: 4.9 (71 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Thermal Sensor: 3 mm glass bulb Sprinkler Frame: Brass Alloy Button: Copper Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Deflector: Bronze Alloy Finishes (See Table N) Sensitivity Fast-response Temperature Ratings 155°F (68°C) Recessed Escutcheons/Cover Plates CCP Conical Concealed Plate 135°F (57°C)* FP Recessed* Sprinkler Wrenches Model W4 Model F1Res49 CCP & FP Recessed Pendent Sprinkler Installation Dimensions Figure 6 Minimum Flow and Residual Pressure in Wet Pipe Systems(1) Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (l/min) Pressure psi (bar) Deflector to Ceiling Distance 14 x 14 (4.3 x 4.3) 13 (49) 7.0 (0.48) 1/2 to 1 inch (13 to 25 mm) 16 x 16 (4.9 x 4.9) 14 (53) 8.2 (0.57) 18 x 18 (5.5 x 5.5) 18 (68) 13.5 (0.93) 20 x 20 (6.1 x 6.1) 20 (76) 16.7 (1.15) Model F1Res49 CCP Pendent and FP Recessed Pendent Hydraulic Design Criteria Table G Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. 3. The sprinkler must be installed into a ceiling with the listed cover plate installed. *Note: Model FP escutcheons and CCP cover plates are not for use in positively pressurized ceiling plenums. Bulletin 135 February 2020 Page 7 of 15 www.reliablesprinkler.com Model F1Res58 CCP Conical Concealed Pendent & Model FP Recessed Escutcheon Pendent Sprinkler SIN R3513 Technical Specifications Style: Conical Concealed Pendent and Recessed Pendent Threads: 1/2” NPT or ISO7-1R1/2 Nominal K-Factor: 5.8 (84 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Thermal Sensor: 3 mm glass bulb Sprinkler Frame: Brass Alloy Button: Copper Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Deflector: Bronze Alloy Finishes (See Table N) Sensitivity Fast-response Temperature Ratings 155°F (68°C) Recessed Escutcheons/Cover Plates CCP Conical Concealed Plate 135°F (57°C)* FP Recessed* Sprinkler Wrenches Model W4 Figure 7Model F1Res58 CCP and FP Recessed Pendent Sprinkler Installation Dimensions Minimum Flow and Residual Pressure in Wet Pipe Systems(1) Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (l/min) Pressure psi (bar) Deflector to Ceiling Distance 16 x 16 (4.9 x 4.9) 16 (61) 7.6 (0.52) 1/2 to 1 inch (13 to 25 mm) 18 x 18 (5.5 x 5.5) 19 (72) 10.8 (0.75) 20 x 20 (6.1 x 6.1) 22 (83) 14.4 (1.0) Model F1Res58 CCP Pendent & FP Recessed Pendent Hydraulic Design Criteria Table H *Note: Model FP escutcheons and CCP cover plates are not for use in positively pressurized ceiling plenums. Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. 3. The sprinkler must be installed into a ceiling with the listed cover plate installed. Bulletin 135 February 2020 Page 8 of 15 www.reliablesprinkler.com Figure 8Model F1Res76 CCP and FP Recessed Pendent Sprinkler Installation Dimensions Model F1Res76 CCP Conical Concealed Pendent and Model FP Recessed Escutcheon Pendent Sprinkler SIN R7618 Technical Specifications Style: Conical Concealed Pendent and Recessed Pendent Threads: 3/4” NPT or ISO7-1R3/4 Nominal K-Factor: 7.6 (109 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Thermal Sensor: 3 mm glass bulb Sprinkler Frame: Brass Alloy Button: Copper Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Deflector: Bronze Alloy Finishes (See Table N) Sensitivity Fast-response Temperature Ratings 155°F (68°C) Recessed Escutcheons/Cover Plates CCP Conical Concealed Plate 135°F (57°C)* FP Recessed* Sprinkler Wrenches Model W4 Minimum Flow and Residual Pressure in Wet Pipe Systems(1) Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (l/min) Pressure psi (bar) Deflector to Ceiling Distance 16 x 16 (4.9 x 4.9) 21 (80) 7.6 (0.52) 1/2 to 1 inch (13 to 25 mm) 18 x 18 (5.5 x 5.5) 22 (83) 8.4 (0.58) 20 x 20 (6.1 x 6.1) 25 (95) 10.8 (0.75) Model F1Res76 CCP Pendent & FP Recessed Pendent Hydraulic Design Criteria Table I *Note: Model FP escutcheons and CCP cover plates are not for use in positively pressurized ceiling plenums. Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. 3. The sprinkler must be installed into a ceiling with the listed cover plate installed. Bulletin 135 February 2020 Page 9 of 15 www.reliablesprinkler.com Model F1Res44 Horizontal Sidewall Sprinkler & Models FV & F2 Recessed Escutcheon SIN R3531 Technical Specifications Style: Sidewall and Recessed Sidewall Threads: 1/2” NPT or ISO7-1R1/2 Nominal K-Factor: 4.4 (63 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Thermal Sensor: 3 mm glass bulb Sprinkler Frame: Brass Alloy Button: Copper Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Deflector: Bronze Alloy Finishes (See Table N) Sensitivity Fast-response Temperature Ratings 155°F (68°C) 175°F (79°C) Recessed Escutcheons F2 Recessed FV Recessed Sprinkler Wrenches Model W2 Model W4 (Recessed) Minimum Flow and Residual Pressure in Wet Pipe Systems(1) Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (l/min) Pressure psi (bar) Deflector to Ceiling Distance 12 x 12 (3.7 x 3.7) 12 (45) 7.5 (0.52) 4 to 6 inches (100 to 150 mm) 14 x 14 (4.3 x 4.3) 14 (53) 10.2 (0.70) 15 x 15 (4.6 x 4.6) 15 (57) 11.6 (0.80) 16 x 16 (4.9 x 4.9) 16 (61) 13.3 (0.92) 16 x 18 (4.9 x 5.5) 18 (68) 16.8 (1.16) 16 x 20 (4.9 x 6.1) 23 (87) 27.4 (1.89) 18 x 18 (5.5 x 5.5) 19 (72) 18.7 (1.29) 12 x 12 (3.7 x 3.7) 14 (53) 10.2 (0.7) 6 to 12 inches (150 to 300 mm) 14 x 14 (4.3 x 4.3) 16 (61) 13.2 (0.91) 15 x 15 (4.6 x 4.6) 16 (61) 13.2 (0.91) 16 x 16 (4.9 x 4.9) 17 (64) 15.0 (1.03) 16 x 18 (4.9 x 5.5) 20 (76) 20.7 (1.43) 16 x 20 (4.9 x 6.1) 23 (87) 27.4 (1.89) Model F1Res44 Horizontal Sidewall Sprinkler Hydraulic Design Criteria Table J Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Model F1Res44 Horizontal Sidewall Sprinkler Installation Dimensions Figure 9 Bulletin 135 February 2020 Page 10 of 15 www.reliablesprinkler.com Note: (1) Not for installation where the maximum ceiling temperature exceeds 100°F due to cover plate temperature rating. (2) 135°F SWC Conical Concealed Plate for 155°F (68°C) sprinklers (3) 135°F SWC-2 (Slotted) Conical Concealed Plate for 175°F (79°C) sprinklers Minimum Flow and Residual Pressure in Wet Pipe Systems(1) Maximum Coverage Area(2) ft. x ft. (m x m) Ordinary Temperature Rating 155°F (68°C) Intermediate Temperature Rating 175°F (79°C) Deflector to Ceiling DistanceFlow gpm (l/min) Pressure psi (bar) Flow gpm (l/min) Pressure psi (bar) 12 x 12 (3.7 x 3.7) 13 (49) 8.7 (0.60) 14 (53) 10.2 (0.7) 4 to 6 inches (100 to 150 mm) 14 x 14 (4.3 x 4.3) 14 (53) 10.2 (0.7) 14 (53) 10.2 (0.7) 15 x 15 (4.6 x 4.6) 16 (61) 13.2 (0.91) – – – – 16 x 16 (4.9 x 4.9) 17 (64) 15.0 (1.03) – – – – 16 x 18 (5.5 x 5.5) 19 (72) 18.7 (1.31) – – – – 16 x 20 (4.9 x 6.1) 23 (87) 27.4 (1.89) – – – – 12 x 12 (3.7 x 3.7) 14 (53) 10.2 (0.7) – – – – 6 to 12 inches (150 to 300 mm) 14 x 14 (4.3 x 4.3) 15 (57) 11.7 (0.81) – – – – 15 x 15 (4.6 x 4.6) 17 (64) 15.0 (1.03) – – – – 16 x 16 (4.9 x 4.9) 18 (68) 16.8 (1.16) – – – – 16 x 18 (4.9 x 5.5) 20 (76) 20.7 (1.43) – – – – Model F1Res44 SWC Conical Concealed Horizontal Sidewall Sprinkler Hydraulic Design Criteria Table K Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. SWC SWC-2 Bulletin 135 February 2020 Page 11 of 15 www.reliablesprinkler.com Model F1Res44 SWC Conical Concealed Horizontal Sidewall Sprinkler SIN R3531 Technical Specifications Style: Conical Concealed Sidewall Threads: 1/2” NPT or ISO 7-1 R1/2 Nominal K-Factor: 4.4 (63 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Thermal Sensor: 3 mm glass-bulb Sprinkler Frame: Brass Alloy Button: Copper Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Deflector: Bronze Alloy Finishes (See Table N) Sensitivity Fast-response Temperature Ratings 155°F (68°C) 175°F (79°C) (1) Cover Plates SWC Conical Concealed Plate(2) SWC-2 (Slotted) Conical Concealed Plate(3) Sprinkler Wrenches Model W4 Model F1Res44 SWC Conical Concealed Horizontal Sidewall Sprinkler and Installation Dimensions Figure 10 Model F1Res58 Horizontal Sidewall Sprinkler & Models F2 & FV Recessed Escutcheon SIN R3533 Technical Specifications Style: Sidewall and Recessed Sidewall Threads: 1/2” NPT or ISO7-1R1/2 Nominal K-Factor: 5.8 (84 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Thermal Sensor: 3 mm glass bulb Sprinkler Frame: Brass Alloy Button: Copper Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Deflector: Bronze Alloy Finishes (See Table N) Sensitivity Fast-response Temperature Ratings 155°F (68°C) 175°F (79°C) Recessed Escutcheons F2 Recessed FV Recessed Sprinkler Wrenches Model W2 Model W4 (Recessed) Minimum Flow and Residual Pressure in Wet Pipe Systems(1) Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (l/min) Pressure psi (bar) Deflector to Ceiling Distance 12 x 12 (3.7 x 3.7) 16 (61) 7.6 (0.52) 4 to 6 inches (100 to 150 mm) 14 x 14 (4.3 x 4.3) 18 (68) 9.7 (0.66) 15 x 15 (4.6 x 4.6) 19 (72) 10.7 (0.74) 16 x 16 (4.9 x 4.9) 21 (80) 13.2 (0.91) 16 x 18 (5.5 x 5.5) 25 (95) 18.6 (1.28) 16 x 20 (4.9 x 6.1) 29 (110) 25.0 (1.72) 12 x 12 (3.7 x 3.7) 22 (83) 14.4 (1.0) 6 to 12 inches (150 to 300 mm) 14 x 14 (4.3 x 4.3) 22 (83) 14.4 (1.0) 15 x 15 (4.6 x 4.6) 24 (91) 17.1 (1.18) 16 x 16 (4.9 x 4.9) 26 (98) 20.1 (1.39) 16 x 18 (4.9 x 5.5) 31 (117) 28.6 (1.97) Model F1Res58 Horizontal Sidewall Sprinkler Hydraulic Design Criteria Table L Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Model F1Res58 Residential Horizontal Sidewall Sprinkler Installation Dimensions Figure 11 Bulletin 135 February 2020 Page 12 of 15 www.reliablesprinkler.com Model F1Res58 HSWX Horizontal Sidewall Sprinkler & Models F2 & FV Recessed Escutcheon SIN RA3533 Technical Specifications Style: Sidewall and Recessed Sidewall Threads: 1/2” NPT or ISO7-1R1/2 Nominal K-Factor: 5.8 (84 metric) Max. Working Pressure: 175 psi (12 bar) Material Specifications Thermal Sensor: 3 mm glass bulb Sprinkler Frame: Brass Alloy Button: Copper Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Deflector: Bronze Alloy Finishes (See Table N) Sensitivity Fast-response Temperature Ratings 155°F (68°C) 175°F (79°C) Recessed Escutcheons F2 Recessed FV Recessed Sprinkler Wrenches Model W2 Model W4 (Recessed) Minimum Flow and Residual Pressure in Wet Pipe Systems(1) Maximum Coverage Area(2) ft. x ft. (m x m) Flow gpm (l/min) Pressure psi (bar) Deflector to Ceiling Distance 18 x 20 (5.5 x 6.1) 30 (114) 26.8 (1.85) 4 to 6 inches (100 to 150 mm) 20 x 20 (6.1 x 6.1) 30 (114) 26.8 (1.85) 16 x 22 (4.9 x 6.7) 33 (125) 32.4 (2.23) 16 x 24 (4.9 x 7.3) 38 (144) 42.9 (2.96) 14 x 26 (4.3 x 7.9) 42 (160) 52.4 (3.63) 18 x 20 (5.5 x 6.1) 35 (133) 36.4 (2.51) 6 to 12 inches (150 to 300 mm) 16 x 22 (4.9 x 6.7) 38 (144) 42.9 (2.96) 16 x 24 (4.9 x 7.3) 42 (160) 52.4 (3.61) 14 x 26 (4.3 x 7.9) 46 (174) 62.9 (4.34) Model F1Res58 HSWX Horizontal Sidewall Sprinkler Hydraulic Design Criteria Table M Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Model F1Res58 HSWX Residential Horizontal Sidewall Sprinkler Installation Dimensions Figure 12 Bulletin 135 February 2020 Page 13 of 15 www.reliablesprinkler.com Model W4 Model W2 Installation Models F1Res sprinklers are to be installed as shown in this bulletin. Model F1, F2, FV, and FP recessed escutcheons are the only recessed escutcheons to be used with Model F1Res sprinklers. Not all F1Res sprinklers may be used with all recessed escutcheons offered. Confirm listing of escutcheon type for use with individual sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1Res sprinklers, use only the Model W2 sprinkler Wrench; for installing Models F1Res Recessed Pendent, Sidewall, Conical Concealed Pendent (CCP), and Sidewall Concealed (SWC and SWC–2) sprinklers use only the Model W4 sprinkler wrench. Use of wrenches other than those specified may damage these sprinklers. Installation of F1Res sprinklers in a wall or ceiling will require a hole diameter of 2-1/4” (57 mm) for F1 or F2 recessed escutcheons; or 2-5/8” (67 mm) for FP recessed escutcheons, CCP, SWC, and SWC–2 cover plates. Install F1Res HSW sprinklers with a ceiling to deflector distance that complies with the hydraulic design criteria tables in this bulletin. The flow arrow on deflector must point away from near wall and “Top” marking must face the ceiling. A ‘leak tight” sprinkler joint can be obtained with the following torque: • 1/2” NPT and ISO7-1R1/2: 8-18 ft-lbs (11 – 24 N-m) • 3/4” NPT and ISO7-1R3/4: 14-20 ft-lbs (19 – 27 N-m) Do not tighten sprinklers over maximum recommended torque. This may cause leakage or impairment of the sprinklers. Do not install any glass bulb sprinklers where the bulb is cracked or there is a loss of liquid from the bulb. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. Remove this protection at the time the sprinkler system is placed in service. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when protectors are in place. Remove protectors by undoing the clasp by hand. Do not use tools to remove the protectors. Table N Standard Finishes Special Application Finishes Sprinkler(1) F1, F2. FV, FP(3), Escutcheons CCP, SWC (Conical) Cover Plates (1) Sprinkler (1) F1, F2. FV, FP(3), Escutcheons CCP, SWC (Conical) Cover Plates (1) Bronze Brass -- Bright Brass Bright Brass Bright Brass Chrome Plated Chrome Plated Chrome Plated Dull Chrome Dull Chrome Dull Chrome White Polyester (2) White Polyester White Paint Black Polyester (2) Black Polyester Black Paint -- -- -Custom Color Polyester Custom Color Polyester Custom Color Paint -- -- -Electroless Nickel PTFE (2) -- -Notes: (1) Paint or any other coating applied over the factory finish will void all approvals and warranties. (2) cULus Listed Corrosion Resistant. (3) The Model FP escutcheon assembly consists of an unfinished galvanized cup with a finished escutcheon ring. Finishes The Model W4 wrench includes two sets of jaws. One set of jaws is equivalent to a Model GFR2 wrench and the other set of jaws is equivalent to a Model W1 wrench. Use the smallest of the two sets of jaws that will fit on the sprinkler’s wrench flats. The Model W4 wrench is used in conjunction with the installer’s nominal 1/2” square drive ratchet and nominal 5” (125mm) long extension (not provided) as shown in Figure 13. Model W4 Wrench Installation Example Figure 13 Bulletin 135 February 2020 Page 14 of 15 www.reliablesprinkler.com P/N 9999970235 Maintenance Reliable Model F1Res Sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R, as well as the requirements of any Authorities Having Jurisdiction. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. Replace any sprinkler which has been painted (other than factory applied). Properly installed CCP, SWC, and SWC–2 cover plates will have an air gap that is required for proper operation, do not seal the gap or paint the cover plates. Replace any sprinkler which has been damaged, where cracks are observed in the glass bulb, or when liquid has been lost from the glass bulb. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Listings & Approvals Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) Guarantee For Reliable Automatic Sprinkler Company guarantee, terms, and conditions, visit www.reliablesprink ler.com. Patents For patents applicable to products contained in this technical bulletin, please visit www.r-s.co Ordering Information Specify the following when ordering: Sprinkler • Model (See Table A) • Temperature Rating • Threads (NPT or ISO7-1) • Finish (See Table N) Escutcheon or Cover Plate • Model • Finish (See Table N) Sprinkler Wrench • Model W2 (Pendent and HSW) • W4 (Recessed and Concealed) Bulletin 135 February 2020 Page 15 of 15 www.reliablesprinkler.com 3. Valves data sheet The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 800-854-1015 OR LOG ONTO ARGCO.COM FIRE HOSE VALVES (GROOVED) Heavy Duty 2-1/2" (65 mm) angle hose, 300 lb (2070 KPa) pressure tested approved valve. Lightweight cast brass body, Forgeline Bonnett and Seat Assembly. UL/ULC listed and FM Approved. Specify regional hose thread for outlet. FINISH: Cast Brass OPTIONS: Chrome Plated, Polish Brass, Polish Chrome HOSE THREADS AVAILABLE: CSA, BCT, WCT,QST, NSST, NPSH, NST, Louisville, Cleveland, Chicago, Pittsburgh, New Cincinnati, New York Corp., New York Fire Department, Richmond, Raleigh Model # IE23G | Item #6520010-GROOVED: Angle Hose Valve Cast Brass 2-1/2” (F) NPT x 2-1/2”(M) NST 2-1/2" STANDARD ANGLE HOSE VALVE 2-1/2" GROOVED INLET X 2-1/2" MALE HOSE OUTLET A: 5" (125 mm) B: 3-3/16" (79 mm) C: 11.8" open (300 mm) 10.5" closed (267 mm) Weight: 9 lbs (4.09 kg) Working Pressure: 300 # (2070 kpa) NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FAX: +1.574.295.3455 www.nibco.com 6 AHEAD OF THE FLOW® www.nibco.com Brass Ball Valves Two-Piece Body • Full Port • Blowout-Proof Stem • PTFE Seats ¹⁄₄"-2" 600 PSI/41 .4 Bar Non-Shock Cold Working Pressure 2¹⁄₂"-4" 400 PSI/27 .6 Bar Non-Shock Cold Working Pressure 150 PSI/10 .3 Bar Saturated Steam T-FP-600A Threaded MATERIAL LIST PART SPECIFICATION 1 . Body Forged Brass2 CU > 57% 2 . End Cap Forged Brass2 CU > 57% 3 . Ball Seat PTFE 4 . Ball Brass, Chrome Plated 5 . Stem Brass 6 . O-Ring (Stem Seal)* Fluorocarbon (FKM) 7 . Stem Packing PTFE 8 . Packing Nut Brass 9 . Lever Handle1 Steel, Plated 10 . Lock Washer* Stainless Steel 11 . Handle Nut1 Stainless Steel Note: * Parts 6 and 10 are applicable of S-FP-600A only . 1 Due to Standard Approvals, Lever Handles and Nuts are not interchangeable between Solder and Threaded . 2 For Material Certification, contact NIBCO Technical Services . DIMENSIONS—WEIGHTS—QUANTITIES Dimensions T-FP-600A S-FP-600A T-FP-600A S-FP-600A T-FP-600A S-FP-600A Port Size A A B B C C D T-FP-600A S-FP-600A T-FP-600A S-FP-600N In . mm . In . mm . In . mm . In . mm . In . mm . In . mm . In . mm . In . mm . Lbs . Kg . Lbs . Kg . Ctn . Qty . Ctn . Qty . Z\v 8 1 .76 45 — — 1 .73 44 — — 3 .54 90 — — .39 10 .33 .15 — — 18 — C\, 10 1 .76 45 1 .75 44 1 .73 44 1 .58 40 3 .54 90 3 .78 96 .39 10 .30 .14 .38 .17 18 18 Z\x 15 2 .05 52 2 .01 51 1 .92 49 1 .78 45 3 .54 90 3 .78 96 .59 15 .44 .20 .40 .18 18 18 C\v 20 2 .36 60 2 .74 70 2 .09 53 2 .13 54 3 .78 96 3 .98 101 .75 19 .66 .30 .67 .30 12 12 1 25 2 .76 70 3 .35 85 2 .56 65 2 .52 64 4 .53 115 4 .41 112 .98 25 1 .10 .50 1 .12 .51 6 6 1Z\v 32 3 .31 84 3 .78 96 2 .95 75 2 .65 67 4 .53 115 5 .04 128 1 .26 32 1 .57 .71 1 .49 .67 4 4 1Z\x 40 3 .66 93 4 .42 112 3 .35 85 3 .12 79 5 .51 140 6 .22 158 1 .57 40 2 .40 1 .09 2 .38 1 .08 2 2 2 50 4 .18 106 5 .34 136 3 .68 93 3 .41 87 5 .51 140 6 .22 158 1 .97 50 3 .37 1 .53 3 .62 1 .64 2 2 2Z\x 65 5 .38 137 6 .28 160 4 .76 121 4 .76 121 8 .66 220 8 .66 220 2 .56 65 7 .60 3 .45 6 .36 2 .88 3 3 3 75 6 .04 153 7 .15 182 5 .08 129 5 .08 129 8 .66 220 8 .66 220 2 .95 75 9 .36 4 .24 8 .32 3 .77 2 2 4 100 7 .39 188 — — 5 .87 149 — — 9 .61 244 — — 3 .89 99 16 .85 7 .64 — — 1 — S-FP-600A C x C T-FP-600A NPT x NPT S-FP-600A Solder Revised 7/23/2014 CSA CERTIFIED TO ASME B16 .44 AND CR91-002 (THREADED Z\v"-4") • UL LiSTEd (THREAdEd Z\v"-4") • FM APPRovEd (THREAdEd Z\v"-2") Threaded CSA (Z\v" - 4"): • CR91-002: Z\x psig, 2 psig, and 5 psig (these are specific approved categories) • ASME B13.44: 125 psig (maximum) • Temperature is -4° F to 194° F Threaded FM (1/4" - 2"): • 175wwp Threaded UL, Gas and Oil (Z\v" - 4"): • YQNZ, Compressed Gas Shutoff valves: 250 psi • YRBX, Flammable Liquid Shutoff valves: 250 psi • YRPv, Gas Shutoff valves: 250 psi • YSdT, LP-Gas Shutoff valves: 250 psi • MHKZ, Manual valves: 250 psi USE IN U .S . POTABLE DRINKING WATER APPLICATIONS IS PROHIBITED AFTER JANUARy 3, 2014 Ames Fire & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Fire & Waterworks Technical Service. Ames Fire & Waterworks reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire & Waterworks products previously or subsequently sold. DeringerTM 30 Double Check Detector Assembly Sizes: 2"** – 8" Job Name –––––––––––––––––––––––––––––––––––––––––––– Contractor –––––––––––––––––––––––––––––––––––––––––––– Job Location –––––––––––––––––––––––––––––––––––––––––– Approval –––––––––––––––––––––––––––––––––––––––––––––– Engineer –––––––––––––––––––––––––––– ––––––––––––––––– Contractor’s P.O. No. ––––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Representative ––––––––––––––––––––––––––––––––––––––––– The DeringerTM 30 Double Check Detector Assembly (DCDA-II) prevents non-health hazard pollutants from entering a potable water supply system when backpressure and/or backsiphonage conditions occur. Used primarily on fire sprinkler systems when monitoring of unauthorized water use is required. Features • Integral shutoff valves indoor/outdoor application • 100% stainless steel housing • Tamper-resistant test cocks • Patented Dual-actionTM check modules - Poppet action at low flow - Swing action at high flow • Lead Free* Bronze bypass components • CuFt or gallons bypass meter • DCDA-II single check bypass • Silicone elastomer check discs • Prewired supervisory switches • Flange adapters available • IPS grooved ends Specifications The Deringer 30 Double Check Detector Assembly shall utilize two independent Dual-action check modules and two integral resiliently seated shut-off valves all of which shall be contained within a single rigid valve housing constructed entirely of 304 stainless steel. Both integral shutoff valves shall include pre-wired supervisory tamper switches contained within a weatherproof actuator housing approved for both indoor and outdoor use. Dual-action check modules shall operate as a “poppet style” check under low flow conditions, operate as a “swing style” check under high flow conditions and utilize replaceable silicone elastomer sealing discs. Assembly test cocks shall be handle-less and operate via a tamper resistant actuator. Assembly shall have a single full access service port and cover with an “inline” replaceable elastomer seal. The bypass assembly shall include a meter registering either gallons or cubic feet, a single check valve and required test cocks. Assembly shall be serviceable without special tools and approved for both horizontal and vertical applications. LEAD FREE* *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. NOTICE ES-A-Deringer 30 HORIZONTAL VERTICAL Approved for Fire Protection, Waterworks, Plumbing, and Irrigation Applications. Materials Valve Housing: 304 Stainless Steel Valve Cover: 304 Stainless Steel SOV Disks: EPDM/304SS SOV Shafts: 304 Stainless Steel Bypass Spring 302 Stainless Steel SOV Bearings: Teflon® fluoropolymer/Bronze Non-wetted Bolts: Grade 8 Zinc Plated Check Disks: Silicone (NSF) Wetted Fasteners: 18-8 Stainless Steel Bypass Components: Lead Free Bronze Check Springs: 17-7 Stainless Steel Check Pins: 17-7/18-8 Stainless Steel Check Seats: Noryl® Polymer (NSF) O-rings: Buna-N (NSF) Bypass Internals: ABS Polymer (NSF) Pressure — Temperature Temperature Range: 33°F – 140°F Working Pressure: 10 – 175psi Teflon® is a registered trademark of The Chemours Company. Noryl® is a registered trademark of SABIC Global Technologies B.V. Size Model Ht Hb L D H W Weight ES-A-Deringer 30 1951 © 2020 Watts USA: Backflow T: (978) 689-6066 • F: (978) 975-8350 • AmesFireWater.com USA: Control Valves T: (713) 943-0688 • F: (713) 944-9445 • AmesFireWater.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • AmesFireWater.ca Latin America: T: (52) 55-4122-0138 • AmesFireWater.com Dimensions — Weights Flow Performance in. in. mm in. mm in. mm in. mm in. mm in. mm lbs kg 2 (21⁄2)** 30 7.1 180 2.9 74 22.3 566 0.0 0 10.0 254 11.0 279 52 24 21⁄2 30 7.1 180 2.9 74 18.7 475 0.0 0 10.0 254 11.0 279 47 21 3 30 7.4 188 2.9 74 18.7 475 0.0 0 10.3 262 11.0 279 49 22 4 30 7.9 201 3.1 79 18.7 475 0.2 5 11.0 279 11.0 279 51 23 6 30 10.1 257 4.5 114 25 726 1.0 25 14.6 370 16.9 429 99 45 8 30 10.4 264 5.4 137 31.0 787 1.8 46 15.8 401 13.8 351 150 68 Ht Hb D L H W Pressure Loss (psid) Pressure Loss (psid) * Specific orientation & agency flow characteristics available on website * Specific orientation & agency flow characteristics available on website Rate of Flow (gpm) Rate of Flow (gpm) Standards AWWA C510-07 Compliant NSF/ANSI 372, UL CERTIFIED LEAD FREE End Connections - IPS Groove for Steel Pipe: AWWA C606 - Flange Adapters: ANSI B16.1 Class 125 = Rated Flow = UL Tested = 15 fps 2½"/2"** **2" size utilizes a 2 ½" assembly with 2 ½" groove to 2" female NPT adapter and couplings. Adapter and couplings ship unassembled. 4. Hangers/Electrical/Misc. Specifications Material: Forged 6061 T-6 Aluminum Alloy Finish: Powder Coated Seal: Metal Face Approvals: Meets NFPA 1963 edition 1998 Standard for fire hose connections Available sizes: 4” Storz x 4” FNPT 4” Storz w/ 30° Elbow 5” Storz x 4” FNPT 5” Storz w/ 30° Elbow Accessories: 4” Blind cap w/ tether 5” Blind cap w/ tether *Also available as kits. Each kit contains one Storz connection, blind cap and an identification sign. Description FPPI STORZ Kits contain all the pieces needed for a complete installation of a STORZ Type Fire Department Connection. STORZ connections have been used in the fire service for decades for large diameter connections at the fire truck. Use of STORZ connections eliminates the need for the fire service to use adapters to make their final connection to the building. FPPI STORZ Fire Department Connection Kits are complete with the STORZ Connection FDC, STORZ Cap and 4” IPS identification sign. WWW.FPPI.COM Storz Type Fire Department Connections Features • Metal Face eliminates gasket failure • “Sexless” connection saves time and eliminates connection errors • Included metal grille protects the waterway from foreign debris Installation Installation of a Storz fitting is accomplished with normal installation methods* used in the fire sprinkler industry. Make sure the female threads of the Storz fitting and the male pipe end are free of contaminants and debris. Apply a suitable thread sealant to the threads of the male pipe end such as PipeFit or PipeFit AS. Thread the Storz fitting on to the male pipe end until hand tight. *Tighten the Storz type fitting one additional turn using a specially designed spanner wrench to prevent damage to the outer surfaces of the fitting. Engage set screw (if equipped) of the Storz fitting into the male pipe end. The set screw prevents unintentional removal of the fitting. © 2019 Smith Cooper International SMITH COOPER COMMERCE, CA 90040 + 1 (800) 766-0076 + 1 (323) 890-4456 FAX 5 To find a distributor near you, call 800-BUILDEX STEELSTEELWOOD APPROVALS ACCESSORIESCONCRETE Not less than 2” nominal width (1-1/2”) up to 3-1/2” pipe; not less than 3” (2-1/2”) nominal width 4” & 5” pipe Minimum 2-1/2” from bottom for branch lines. Minimum 3” from bottom for main lines. Exception: This requirement shall not apply to 2” or thicker nailing strips resting on top of steel beams. Floor Joist Approvals Rod Size Part Number Model Screw Descriptions Ultimate Pullout (lbs) UL Test Load (lbs) Box Qty Case Qty HORIZONTAL MOUNT 1/4" 8019957 SWG 200 1/4 x 2" 1725 (Fir) 25 125 3/8" 8020957 SWG 10 1/4 x 1" 622 (Fir) 300 25 125 3/8" 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 3/8" 8073925 SWG 20-SS 1/4 x 2" 1725 (Fir) 850 25 125 3/8"* 8022925 SWG 25-380 3/8 x 2-1/2" 2249 (Fir) 1500 25 125 3/8" 8023925 SWG 30 1/4 x 3" 1884 (Fir) 25 125#14 SW Red Nut Driver Part # 8114910 • No pre-drilling required. • Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. • Saves time from traditional methods. • Reduces installation costs. • Made in the U.S.A. Approvals Rod Size Part Number Model Screw Descriptions Ultimate Pullout (lbs) UL Test Load (lbs) FM Test Load (lbs) Min Thickness Box Qty Case Qty SWIVEL MOUNT 3/8" 8139957 SH-GST 20 1/4 x 2" 1257 (Fir) 1050 1475 25 125 3/8" 8141957 SH-GST 30 1/4 x 3" 1720 (Fir) 1500 1475 25 125 3/8"* 8269957 SH-GST/CST 20 5/16 x 1-3/4” 1903 Dim. Lumber 1406 @ 45°off vertical Dim. Lumber 1500 850 @ 45° 25 125 1/2” 8303957 SH-GST/CST 2.0 5/16 x 1-3/4” 903 Dim. Lumber 1406 @ 45°off vertical Dim. Lumber 25 125 #14 Black Nut Driver Part # 8113910 • Eliminates distortion of threaded rod. • Accommodates up to 3 ½” x 12 pitch roof. • Allows 17° deflection from vertical. • Saves time from traditional methods. • Reduces installation costs. • Made in the U.S.A. Application Product Features Application Product Features Composite / Truss Consult truss manufacturer for recommended installation point. *Pre-drilling may be required for Model SWG 25-380. Tool available on page 11. Watch a video demonstration at www.itwbuildex.com SIDEWINDER® FOR WOOD - Horizontal Application SAMMYS SWIVEL HEAD™ FOR WOOD - Swivel Application #14 SH Orange Nut Driver Part # 8273910 * May require pre-drilling; consult joist manufacturer. * May require pre-drilling; consult joist manufacturer. PH-1.15 PROJECT INFORMATION APPROVAL STAMP Project: q Approved Address: q Approved as noted Contractor: q Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PIPE RINGS Fig. 138R (Rod Threaded) Extension Split Pipe Clamp Size Range: 3⁄8" through 3" Material: Malleable iron Finish: q Plain or q Zinc Plated (Hot-Dip Galvanized optional) Service: Recommended for non-insulated stationary pipe lines. Maximum Temperature: 450° F Approvals: Complies with Federal Specification A-A-1192A (Type 12) WW-H-171-E (Type 25) , ANSI/MSS SP-69 and MSS SP-58 (Type 12). Features: • Rapid installation assured by hinged design and single closure screw. • When used with nipple this clamp is particularly adaptive for use on refrigeration or compressor piping subject to vibration. • Interior design provides firm grip on pipe. • Inside of ring tapered to prevent entrapment of condensed moisture. Ordering: Specify pipe size, figure number, name and finish. FIG. 138R: LOADS (LBS) • WEIGHT (LBS) • DIMENSIONS (IN) Pipe Size Max Load Weight Rod Size A B 3⁄8 180 0.10 3⁄8 13⁄16 1⁄2 0.13 7⁄8 3⁄4 0.14 1 1 0.16 11⁄8 11⁄4 0.22 15⁄16 11⁄2 0.24 17⁄16 2 0.31 111⁄16 21⁄2 300 0.60 1⁄2 21⁄8 3 0.74 27⁄16 B A C L FNW.COM ©2019 FNW 0619 1339251 We reserve the right to modify or improve the designs or specifications of our products at any time without notice. FEATURES • 3/4" through 2" • Finish: Pre-galvanized • Color: Zinc • Rated for use with CPVC fire sprinkler pipe • Includes (2) ST4.8X25 Self-Tapping Screws CPVC HANGERS CPVC S/REST SO STRAP HANGER FIGURE 7104 Catalog Number Pipe Size D A B C E HS Max. Spacing FNW7104F 3/4" 1.050" 2.64" 3.62" 1.18" 2.64" 0.228" 5.5' FNW7104G 1" 1.315" 2.64" 3.62" 1.18" 2.91" 0.228" 6' FNW7104H 1-1/4" 1.660" 2.64" 3.62" 1.18" 3.23" 0.228" 6.5' FNW7104J 1-1/2" 1.900" 2.64" 3.62" 1.18" 3.46" 0.228" 7' FNW7104K 2" 2.375" 3.15" 4.13" 1.18" 3.98" 0.228" 8' REFERENCE CHART PRODUCT SPECIFICATIONS 1 0F 1 Pipe Riser Clamp Product Features • Size Range: 11⁄2" through 12" • Material: Carbon steel • Finish: Plain or Galvanized • Maximum Temperature: Plain 650° F, Galv anized 450° F Certifications • Approvals: Complies with Federal Specification A-A-1192A (Type 8), WW-H-171-E (Type 8), ANSI/MSS SP-69 and MSS SP-58 (Type 8). UL, ULC Listed (Sizes 1 1⁄2" - 8"). Caution: Clamp is fitted and bolted preferably below a coupling or welded lugs on steel pipe. Bolt torques should be per industry standards. Clamp is designed for standard steel pipe O.D . and this must be considered in sizing the riser for other types of piping. Pipe Size To Submit Part No. Plain Part No. Galv. To Submit Max Load Weight L G Width B C Bolt Diameter Torque Values 11/2" ML37188 ML37198 250 1.6 101⁄4 1 37⁄8 3⁄8 3⁄8 21 2" ML37189 ML37199 300 1.7 101⁄4 1 41⁄4 1⁄2 7⁄16 32 21/2" ML37190 ML37200 400 1.9 111⁄4 1 43⁄4 1⁄2 7⁄16 32 3" ML37191 ML37201 500 1.9 113⁄8 1 51⁄2 1⁄2 7⁄16 32 4" ML37192 ML37202 750 2.4 127⁄8 1 7 1⁄2 1⁄2 46 5" ML37193 ML37203 1,500 3.6 133⁄4 11⁄2 8 1⁄2 1⁄2 46 6" ML37194 ML37204 1,600 4.0 143⁄4 11⁄2 9 1⁄2 1⁄2 46 8" ML37195 ML37205 2,500 7.6 181⁄2 11⁄2 12 5⁄8 5⁄8 100 10" ML37196 ML37206 2,500 11.1 201⁄4 2 133⁄4 5⁄8 5⁄8 100 12" ML37197 ML37207 2,700 16.5 223⁄4 2 153⁄4 5⁄8 5⁄8 100 Pipe Riser Clamp: Loads (LBS) • Weights (LBS) • Dimensions (IN) L B C G C L (UL, ULC Listed (Sizes 1 1⁄2" - 8") All dimensions listed are nominal. MAINLINE® reserves the right to make product and material chan ges at any time without notice. Mainline Pipe Riser Clamp | rev. 02-13-2013 Warranty See warranty information for more details PRODUCT SPECIFICATIONS 1 0F 1 Riser Clamp – Copper Product Features • Size Range: 1⁄2" through 3" • Material: Carbon steel • Finish: Copper plated • Installation: Clamp is fitted and bolted preferably below a coupling or fitting on the tubing. Do not over t ighten bolts. • Rounded ears provide greater safety for personnel. Certifications • Approvals: Complies with Federal Specification A-A-1192A (Type 8), WW-H-171-E (Type 8), ANSI/MSS SP-69 and MSS SP-5 8 (Type 8). Tube Size To Submit Part No. Max Load Weight L G Width Bolt Size Torque Values 1⁄2 ML37208 75 0.52 61⁄2 1 5/16 11 3⁄4 ML37209 75 0.56 7 1 5/16 11 1 ML37210 120 0.94 93⁄8 11⁄4 3/8 21 11⁄4 ML37211 150 0.98 95⁄8 11⁄4 3/8 21 11⁄2 ML37212 150 1.50 10 11⁄4 3/8 21 2 ML37213 150 1.50 103⁄8 11⁄4 3/8 21 21⁄2 ML37214 300 1.70 1113⁄16 11⁄4 3/8 21 3 ML37215 300 1.80 111⁄2 11⁄4 3/8 21 Riser Clamp – Copper: Loads (LBS) • Weights (LBS) • Dimensions (IN) • Torque (IN-LBS) L C G C L All dimensions listed are nominal. MAINLINE® reserves the right to make product and material changes at any time without notice. Mainline Riser Clamp, Copper | rev. 02-13-2013 Warranty See warranty information for more details DH B E F C C L G PRODUCT SPECIFICATIONS 1 0F 1 Short Riser Clamp Product Features • Size Range: 11/2" through 6" • Material: Carbon steel • Finish: Plain • Maximum Temperature: 750° F • Clamps tightly to pipe. • Wide range of sizes. • Equal gap design on many sizes. Certifications • Approvals: Complies with Federal Specification A-A-1192A (Type 4) WW-H-171-E (Type 4), ANSI/MSS SP-69 and MSS SP-58 (Type 4). UL, ULC Listed and FM Approved. Note: The “C” gap dimension between the clamp ears may or may not be equal at both ends of the clamp. Pipe Size To Submit Part No. Plain Max Load for Service Temp. Weight B C E H D F G Width 650˚ F 750˚ F 11/2" ML37216 800 – 0.43 19⁄16 1⁄2 111⁄16 23⁄32 27⁄32 5⁄16 1 2" ML37217 1,040 930 1.10 21⁄8 1⁄2 21⁄8 23⁄4 23⁄4 1⁄2 1 3" ML37218 1,040 930 1.40 27⁄8 5⁄8 27⁄8 31⁄2 31⁄2 1⁄2 1 4" ML37219 1,040 930 1.80 31⁄2 5⁄8 31⁄2 41⁄4 41⁄4 1⁄2 1 6" ML37220 1,615 1,440 5.40 47⁄8 11⁄4 47⁄8 53⁄4 53⁄4 3⁄4 11⁄2 Short Riser Clamp: Loads (LBS) • Weights (LBS) • Dimensions (IN) (Clamps may be furnished with square ends) All dimensions listed are nominal. MAINLINE® reserves the right to make product and material changes at any time without notice. Mainline Short Riser Clamp | rev. 02-13-2013 Warranty See warranty information for more details sprinkler/FP Drawings Re-Submittal APPROVED 2020.11.25.pdf Submittals Cover Sheet ARCHITECT: STREAM COLLABORATIVE architecture + landscape architecture dpc Ithaca, NY 14850 CONTRACTOR: DGA Builders, LLC 1170 Pittsford-Victor Road Pittsford, NY 14534 SUBCONTRACTOR / SUPPLIER: Colonial Fire Protection Systems, Inc. 860 Linden Ave, Suite B Rochester, NY 14625 CONTRACTOR’S CERTIFICATION I CERTIFY THAT THIS SUBMITTAL HAS BEEN REVIEWED BY THE CONTRACTOR PRIOR TO SENDING TO ARCHITECT. Date:11/24/2020 By: Sherrie DiStefano CONTRACTOR’S COMMENTS: SUBMITTAL DATE: 11/24/2020 SUBMITTAL No.: Fire Protection – 1, REVISION #1 SUBMITTAL TYPE (CHECK ONE):  X Product Data  X Shop Drawing  Sample  Color Chart  Warranty  Certification  X Other Hydraulic Calculations CHECK FOLLOWING AS APPLICABLE:  X 01 - First submission  02 - Second submission  03 - Third submission  Substitution SPECIFICATION SECTION: 15-800 PRODUCT: Fire Protection – Sprinkler Plan Drawing, Hydraulic Calculations MANUFACTURER: Various ARCHITECT’S COMMENTS: SUBMITTALS COVER SHEET STREAM Collaborative Page 1 of 1 U:\2016033 - 126 COLLEGE AVE - VISUM\07.0 SPECIFICATIONS\2016033-01-9999B-SUBMITTALS COVER SHEET.DOCX (PRINTED 4.14.2020) FS 11/25/2020 Hydraulic Calculations Location: 126 College ave ithaca, ny 14850, , Project Name: 126 College Ave Drawing Name: 126 College Ave Calculation Date: 11/10/2020 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900ft² (Actual 361ft²) Coverage per Sprinkler: 324ft² Type of sprinklers calculated: 4 Living/Dining/Hall N/A 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.05gpm/ft² Sidewall No. of nozzles calculated: 0 In-rack Demand: Hose Streams: at Node: Type: Allowance at Source N/Aat Node:N/ A gpm 10.0 gpm (including Hose Streams where applicable):Total Water Required 58.989@72.96From Water Supply at Node 1: (Safety Margin = 48.849 psi) 0.000@0.00From Water Supply at Node 2: (Safety Margin = 150.000 psi) Type of System: Wet Volume of Dry or PreAction System: N/A Source: Location: 205 College Ave & 121 College Ave 1/15/2020Date:for Node: 1 Name of Contractor: Colonial Fire Protection Systems, INC Authority Having Jurisdiction: Address: Phone Number: Name of designer: 860 Linden Ave Suite B Rochester, NY 14625, 315-651-9799 Christopher Merkle N/A N/A Right:Left:Automatic peaking results Notes: 11/10/2020© M.E.P.CAD, Inc. Page 1 AutoSPRINK 2019 v15.1.19.0 3:35:06PM 1 Hydraulic Graph Water Supply Node: 1 Job Name: 126 College Ave Remote Area Number: 1 Date: 11/10/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc. 11/10/2020 Page 2 AutoSPRINK 2019 v15.1.19.0 3:35:10PM Hydraulic Graph Water Supply Node: 2 Job Name: 126 College Ave Remote Area Number: 1 Date: 11/10/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc. 11/10/2020 Page 3 AutoSPRINK 2019 v15.1.19.0 3:35:10PM Hydraulic Graph Gauge 1 Job Name: 126 College Ave Remote Area Number: 1 Date: 11/10/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc. 11/10/2020 Page 4 AutoSPRINK 2019 v15.1.19.0 3:35:10PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1) Job Number: 11092020 Sprinkler 308 18.00 18.00 4 20.250 Sprinkler 311 17.86 12.00 4 19.944 Sprinkler 313 17.60 12.00 4 19.364 Sprinkler 314 19.49 12.00 4 23.751 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 11/10/2020 Page 5 AutoSPRINK 2019 v15.1.19.0 3:35:13PM Job Name: 126 College Ave Remote Area Number: 1 Date: 11/10/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 71.0001 58.989 72.961375.00 107.838108.000Water Supply 149.0002 0.000 0.001500.00 150.000150.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -7'-2 72.96 58.989Supply1 35'-8 18.00 20.250Sprinkler308 34'-8 17.86 19.944Sprinkler3 11 34'-2 17.60 19.364Sprinkler313 35'-8 19.49 23.751Sprinkler314 32'-0 100.000 Hose9 Hos 32'-0 100.000 Hose13 Hos 32'-0 100.000 Hose26 Hos -1'-10 52.51593 -4'-9½ 57.843103 -1'-3 51.744142 -5'-2 58.009149 -0'-9 38.748160 -0'-9 44.001162 -0'-9 38.185216 -0'-9 43.784238 © M.E.P.CAD, Inc. 11/10/2020 Page 6 AutoSPRINK 2019 v15.1.19.0 3:35:17PM Date: 11/10/2020 Job Name: 126 College Ave Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot) (Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-0 -0'-9 48'-5 15.787 2.711 35'-8 36'-5308 160 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 20.25018.00 0.055991 Sprinkler, 18.00 4 7Tr(1'-0), T(5'-0) 150 5'-0 -0'-9 12'-6 5.253 -0'-9 7'-6160 162 1 (See Notes) 1.1010 38.74835.47 0.419562 Flow (q) from Route 2 53.47 T(5'-0) 150 12'-0 -1'-3 31'-10 0.217 7.527 -0'-9 19'-10162 142 1¼ (See Notes) 1.3940 44.00119.49 0.236323 Flow (q) from Route 4 72.96 4Tr(1'-0), E(8'-0) 150 10'-0 -1'-10 10'-0 0.246 0.524 -1'-3 0'-0142 93 2 (See Notes) 2.0670 51.744 0.05243772.96 PO(10'-0) 120 21'-1 -4'-9½ 24'-8 1.290 4.038 -1'-10 3'-7½93 103 4 (See Notes) 4.2600 52.515 0.00154972.96 fT(21'-1), 2f(-0.000), BFP(-4.00 0) 120 3'-4 -5'-2 3'-4 0.163 0.004 -4'-9½ 0'-0103 149 4 (See Notes) 4.2200 57.843 0.00122072.96 GV(3'-4), Gauge 1 140 26'-9 -7'-2 92'-4½ 0.867 0.113 -5'-2 65'-7½149 1 4 (See Notes) 4.2200 58.009 0.00122072.96 LtE(10'-0½), E(16'-8½), S 140 1 0.00 Hose Allowance At Source 72.96 Route 1 Total(Pt) 58.989 19'-0 -0'-9 68'-7 15.137 3.684 34'-2 49'-7313 216 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 19.36417.60 0.053721 Sprinkler, 17.60 4 T(5'-0), 3cplg(1'-0), 4Tr(1'-0), E (7'-0) 150 1'-0 -0'-9 2'-10½ 0.563 -0'-9 1'-10½216 160 1 (See Notes) 1.1010 38.18517.86 0.196336 Flow (q) from Route 3 35.47 Tr(1'-0) 150 38.748 Total(Pt) Route 2 © M.E.P.CAD, Inc. 11/10/2020 Page 7 AutoSPRINK 2019 v15.1.19.0 3:35:20PM 1 Date: 11/10/2020 Job Name: 126 College Ave Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot) (Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 15'-0 -0'-9 52'-3½ 15.354 2.887 34'-8 37'-3½3 11 216 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 19.94417.86 0.055207 Sprinkler, 17.86 4 3Tr(1'-0), E(7'-0), T(5'-0) 150 38.185 Total(Pt) Route 3 20'-0 -0'-9 65'-5½ 15.787 4.247 35'-8 45'-5½314 238 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 23.75119.49 0.064890 Sprinkler, 19.49 4 3cplg(1'-0), E(7'-0), T(5'-0), C( 5'-0) 150 3'-0 -0'-9 10'-6 0.216 -0'-9 7'-6238 162 1¼ (See Notes) 1.3940 43.784 0.02056519.49 3Tr(1'-0) 150 44.001 Total(Pt) Route 4 © M.E.P.CAD, Inc. 11/10/2020 Page 8 AutoSPRINK 2019 v15.1.19.0 3:35:20PM 1 Date: 11/10/2020 Job Name: 126 College Ave Remote Area Number: 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )( 150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. 11/10/2020 Page 9 AutoSPRINK 2019 v15.1.19.0 3:35:20PM 1 Hydraulic Calculations Location: 126 College ave ithaca, ny 14850, , Project Name: 126 College Ave Drawing Name: 126 College Ave Calculation Date: 11/24/2020 for Design Remote Area Location: NA Area of Application: NA Coverage per Sprinkler: NA Type of sprinklers calculated: 0 NA Manually FlowingRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density NA NA No. of nozzles calculated: 0 In-rack Demand: Hose Streams: at Node: Type: Allowance at Source N/Aat Node:N/ A gpm 20.0 gpm 250.00 Hose Type:9at Node: 250.00 Hose Type:13at Node: 250.00 Hose Type:26at Node: (including Hose Streams where applicable):Total Water Required 0.000@0.00From Water Supply at Node 2: (Safety Margin = 108.000 psi) 130.425@750.00From Water Supply at Node 3: (Safety Margin = 19.298 psi) Type of System: NA Volume of Dry or PreAction System: N/A Source: Location: 205 College Ave & 121 College Ave 1/15/2020Date:for Node: 2 Name of Contractor: Colonial Fire Protection Systems, INC Authority Having Jurisdiction: Address: Phone Number: Name of designer: 860 Linden Ave Suite B Rochester, NY 14625, 315-651-9799 Christopher Merkle N/A N/A Right:Left:Automatic peaking results Notes: 11/24/2020© M.E.P.CAD, Inc. Page 1 AutoSPRINK 2019 v15.1.19.0 9:02:55AM Manually Flowing Hydraulic Graph Water Supply Node: 2 Job Name: 126 College Ave Remote Area Number: Manually Flowing Date: 11/24/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc. 11/24/2020 Page 2 AutoSPRINK 2019 v15.1.19.0 9:02:58AM Hydraulic Graph Water Supply Node: 3 Job Name: 126 College Ave Remote Area Number: Manually Flowing Date: 11/24/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc. 11/24/2020 Page 3 AutoSPRINK 2019 v15.1.19.0 9:02:58AM Hydraulic Graph Gauge 1 Job Name: 126 College Ave Remote Area Number: Manually Flowing Date: 11/24/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc. 11/24/2020 Page 4 AutoSPRINK 2019 v15.1.19.0 9:02:58AM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Job Number: 11092020 Hose 9 250.00 250.00 25 100.000 Hose 13 250.00 250.00 25 100.000 Hose 26 250.00 250.00 25 101.242 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 11/24/2020 Page 5 AutoSPRINK 2019 v15.1.19.0 9:03:01AM Job Name: 126 College Ave Remote Area Number: Manually Flowing Date: 11/24/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 71.0002 0.000 0.001375.00 108.000108.000Water Supply 149.0003 130.425 750.001500.00 149.723150.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 1'-10 750.00 130.425Supply3 32'-0 250.00 100.000Hose9 Hos 32'-0 250.00 100.000Hose13 Hos 32'-0 250.00 101.242Hose26 Hos 32'-0 109.26311 32'-0 110.50428 -1'-10 127.321100 © M.E.P.CAD, Inc. 11/24/2020 Page 6 AutoSPRINK 2019 v15.1.19.0 9:03:05AM Date: 11/24/2020 Job Name: 126 College Ave Remote Area Number: Manually Flowing Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot) (Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 43'-0 32'-0 43'-0 0.000 9.263 32'-0 0'-013 11 2½ • • • • • Route 1 • • • • •(See Notes) 2.4690 100.000250.00 0.215409 Hose(-100.000)(31'-0) 250.00 PO(12'-0) 120 21'-1 -1'-10 62'-4 14.660 3.398 32'-0 41'-311 100 4 (See Notes) 4.2600 109.263250.00 0.054516 Flow (q) from Route 2 500.00 8Z, fT(21'-1) 120 22'-1½ 1'-10 40'-8 -1.590 4.694 -1'-10 18'-6½100 3 4 (See Notes) 4.2600 127.321250.00 0.115423 Flow (q) from Route 3 750.00 fE(8'-11½), 2Z, E(13'-2), S 120 3 0.00 Hose Allowance At Source 750.00 Route 1 Total(Pt) 130.425 43'-0 32'-0 43'-0 9.263 32'-0 0'-09 11 2½ • • • • • Route 2 • • • • •(See Notes) 2.4690 100.000250.00 0.215409 Hose(-100.000)(31'-0) 250.00 PO(12'-0) 120 109.263 Total(Pt) Route 2 43'-0 32'-0 43'-0 9.263 32'-0 0'-026 28 2½ • • • • • Route 3 • • • • •(See Notes) 2.4690 101.242250.00 0.215409 Hose(-100.000)(31'-0) 250.00 PO(12'-0) 120 60'-0½ -1'-10 142'-1½ 14.668 2.149 32'-0 82'-128 100 4 (See Notes) 4.2600 110.504 0.015122250.00 8Z, 2fT(21'-1), 2fE(8'-11½) 120 127.321 Total(Pt) Route 3 © M.E.P.CAD, Inc. 11/24/2020 Page 7 AutoSPRINK 2019 v15.1.19.0 9:03:09AM Manually Flowing Date: 11/24/2020 Job Name: 126 College Ave Remote Area Number: Manually Flowing Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )( 150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. 11/24/2020 Page 8 AutoSPRINK 2019 v15.1.19.0 9:03:09AM Manually Flowing sprinkler/Living Room Calculation.PDFHydraulic Calculations Summary Hydraulic Calculations Location: 126 College ave ithaca, ny 14850, , Project Name: 126 College Ave Drawing Name: 126 College Ave Calculation Date: 11/10/2020 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900ft² (Actual 361ft²) Coverage per Sprinkler: 324ft² Type of sprinklers calculated: 4 Living/Dining/Hall N/A 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.05gpm/ft² Sidewall No. of nozzles calculated: 0 In-rack Demand: Hose Streams: at Node: Type: Allowance at Source N/Aat Node:N/ A gpm 10.0 gpm (including Hose Streams where applicable):Total Water Required 58.989@72.96From Water Supply at Node 1: (Safety Margin = 48.849 psi) 0.000@0.00From Water Supply at Node 2: (Safety Margin = 150.000 psi) Type of System: Wet Volume of Dry or PreAction System: N/A Source: Location: 205 College Ave & 121 College Ave 1/15/2020Date:for Node: 1 Name of Contractor: Colonial Fire Protection Systems, INC Authority Having Jurisdiction: Address: Phone Number: Name of designer: 860 Linden Ave Suite B Rochester, NY 14625, 315-651-9799 Christopher Merkle N/A N/A Right:Left:Automatic peaking results Notes: 11/10/2020© M.E.P.CAD, Inc. Page 1 AutoSPRINK 2019 v15.1.19.0 3:35:06PM 1 Hydraulic Graph Water Supply Node: 1 Job Name: 126 College Ave Remote Area Number: 1 Date: 11/10/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc. 11/10/2020 Page 2 AutoSPRINK 2019 v15.1.19.0 3:35:10PM Hydraulic Graph Water Supply Node: 2 Job Name: 126 College Ave Remote Area Number: 1 Date: 11/10/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc. 11/10/2020 Page 3 AutoSPRINK 2019 v15.1.19.0 3:35:10PM Hydraulic Graph Gauge 1 Job Name: 126 College Ave Remote Area Number: 1 Date: 11/10/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc. 11/10/2020 Page 4 AutoSPRINK 2019 v15.1.19.0 3:35:10PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1) Job Number: 11092020 Sprinkler 308 18.00 18.00 4 20.250 Sprinkler 311 17.86 12.00 4 19.944 Sprinkler 313 17.60 12.00 4 19.364 Sprinkler 314 19.49 12.00 4 23.751 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 11/10/2020 Page 5 AutoSPRINK 2019 v15.1.19.0 3:35:13PM Job Name: 126 College Ave Remote Area Number: 1 Date: 11/10/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 71.0001 58.989 72.961375.00 107.838108.000Water Supply 149.0002 0.000 0.001500.00 150.000150.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -7'-2 72.96 58.989Supply1 35'-8 18.00 20.250Sprinkler308 34'-8 17.86 19.944Sprinkler3 11 34'-2 17.60 19.364Sprinkler313 35'-8 19.49 23.751Sprinkler314 32'-0 100.000 Hose9 Hos 32'-0 100.000 Hose13 Hos 32'-0 100.000 Hose26 Hos -1'-10 52.51593 -4'-9½ 57.843103 -1'-3 51.744142 -5'-2 58.009149 -0'-9 38.748160 -0'-9 44.001162 -0'-9 38.185216 -0'-9 43.784238 © M.E.P.CAD, Inc. 11/10/2020 Page 6 AutoSPRINK 2019 v15.1.19.0 3:35:17PM Date: 11/10/2020 Job Name: 126 College Ave Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot) (Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-0 -0'-9 48'-5 15.787 2.711 35'-8 36'-5308 160 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 20.25018.00 0.055991 Sprinkler, 18.00 4 7Tr(1'-0), T(5'-0) 150 5'-0 -0'-9 12'-6 5.253 -0'-9 7'-6160 162 1 (See Notes) 1.1010 38.74835.47 0.419562 Flow (q) from Route 2 53.47 T(5'-0) 150 12'-0 -1'-3 31'-10 0.217 7.527 -0'-9 19'-10162 142 1¼ (See Notes) 1.3940 44.00119.49 0.236323 Flow (q) from Route 4 72.96 4Tr(1'-0), E(8'-0) 150 10'-0 -1'-10 10'-0 0.246 0.524 -1'-3 0'-0142 93 2 (See Notes) 2.0670 51.744 0.05243772.96 PO(10'-0) 120 21'-1 -4'-9½ 24'-8 1.290 4.038 -1'-10 3'-7½93 103 4 (See Notes) 4.2600 52.515 0.00154972.96 fT(21'-1), 2f(-0.000), BFP(-4.00 0) 120 3'-4 -5'-2 3'-4 0.163 0.004 -4'-9½ 0'-0103 149 4 (See Notes) 4.2200 57.843 0.00122072.96 GV(3'-4), Gauge 1 140 26'-9 -7'-2 92'-4½ 0.867 0.113 -5'-2 65'-7½149 1 4 (See Notes) 4.2200 58.009 0.00122072.96 LtE(10'-0½), E(16'-8½), S 140 1 0.00 Hose Allowance At Source 72.96 Route 1 Total(Pt) 58.989 19'-0 -0'-9 68'-7 15.137 3.684 34'-2 49'-7313 216 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 19.36417.60 0.053721 Sprinkler, 17.60 4 T(5'-0), 3cplg(1'-0), 4Tr(1'-0), E (7'-0) 150 1'-0 -0'-9 2'-10½ 0.563 -0'-9 1'-10½216 160 1 (See Notes) 1.1010 38.18517.86 0.196336 Flow (q) from Route 3 35.47 Tr(1'-0) 150 38.748 Total(Pt) Route 2 © M.E.P.CAD, Inc. 11/10/2020 Page 7 AutoSPRINK 2019 v15.1.19.0 3:35:20PM 1 Date: 11/10/2020 Job Name: 126 College Ave Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot) (Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 15'-0 -0'-9 52'-3½ 15.354 2.887 34'-8 37'-3½3 11 216 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 19.94417.86 0.055207 Sprinkler, 17.86 4 3Tr(1'-0), E(7'-0), T(5'-0) 150 38.185 Total(Pt) Route 3 20'-0 -0'-9 65'-5½ 15.787 4.247 35'-8 45'-5½314 238 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 23.75119.49 0.064890 Sprinkler, 19.49 4 3cplg(1'-0), E(7'-0), T(5'-0), C( 5'-0) 150 3'-0 -0'-9 10'-6 0.216 -0'-9 7'-6238 162 1¼ (See Notes) 1.3940 43.784 0.02056519.49 3Tr(1'-0) 150 44.001 Total(Pt) Route 4 © M.E.P.CAD, Inc. 11/10/2020 Page 8 AutoSPRINK 2019 v15.1.19.0 3:35:20PM 1 Date: 11/10/2020 Job Name: 126 College Ave Remote Area Number: 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )( 150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. 11/10/2020 Page 9 AutoSPRINK 2019 v15.1.19.0 3:35:20PM 1 sprinkler/Standpipe Calculation.PDFHydraulic Calculations Summary Hydraulic Calculations Location: 126 College ave ithaca, ny 14850, , Project Name: 126 College Ave Drawing Name: 126 College Ave Calculation Date: 11/24/2020 for Design Remote Area Location: NA Area of Application: NA Coverage per Sprinkler: NA Type of sprinklers calculated: 0 NA Manually FlowingRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density NA NA No. of nozzles calculated: 0 In-rack Demand: Hose Streams: at Node: Type: Allowance at Source N/Aat Node:N/ A gpm 20.0 gpm 250.00 Hose Type:9at Node: 250.00 Hose Type:13at Node: 250.00 Hose Type:26at Node: (including Hose Streams where applicable):Total Water Required 0.000@0.00From Water Supply at Node 2: (Safety Margin = 108.000 psi) 130.425@750.00From Water Supply at Node 3: (Safety Margin = 19.298 psi) Type of System: NA Volume of Dry or PreAction System: N/A Source: Location: 205 College Ave & 121 College Ave 1/15/2020Date:for Node: 2 Name of Contractor: Colonial Fire Protection Systems, INC Authority Having Jurisdiction: Address: Phone Number: Name of designer: 860 Linden Ave Suite B Rochester, NY 14625, 315-651-9799 Christopher Merkle N/A N/A Right:Left:Automatic peaking results Notes: 11/24/2020© M.E.P.CAD, Inc. Page 1 AutoSPRINK 2019 v15.1.19.0 9:02:55AM Manually Flowing Hydraulic Graph Water Supply Node: 2 Job Name: 126 College Ave Remote Area Number: Manually Flowing Date: 11/24/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc. 11/24/2020 Page 2 AutoSPRINK 2019 v15.1.19.0 9:02:58AM Hydraulic Graph Water Supply Node: 3 Job Name: 126 College Ave Remote Area Number: Manually Flowing Date: 11/24/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc. 11/24/2020 Page 3 AutoSPRINK 2019 v15.1.19.0 9:02:58AM Hydraulic Graph Gauge 1 Job Name: 126 College Ave Remote Area Number: Manually Flowing Date: 11/24/2020 Summary Sheet N 1.85 © M.E.P.CAD, Inc. 11/24/2020 Page 4 AutoSPRINK 2019 v15.1.19.0 9:02:58AM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Job Number: 11092020 Hose 9 250.00 250.00 25 100.000 Hose 13 250.00 250.00 25 100.000 Hose 26 250.00 250.00 25 101.242 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 11/24/2020 Page 5 AutoSPRINK 2019 v15.1.19.0 9:03:01AM Job Name: 126 College Ave Remote Area Number: Manually Flowing Date: 11/24/2020 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 71.0002 0.000 0.001375.00 108.000108.000Water Supply 149.0003 130.425 750.001500.00 149.723150.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 1'-10 750.00 130.425Supply3 32'-0 250.00 100.000Hose9 Hos 32'-0 250.00 100.000Hose13 Hos 32'-0 250.00 101.242Hose26 Hos 32'-0 109.26311 32'-0 110.50428 -1'-10 127.321100 © M.E.P.CAD, Inc. 11/24/2020 Page 6 AutoSPRINK 2019 v15.1.19.0 9:03:05AM Date: 11/24/2020 Job Name: 126 College Ave Remote Area Number: Manually Flowing Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot) (Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 43'-0 32'-0 43'-0 0.000 9.263 32'-0 0'-013 11 2½ • • • • • Route 1 • • • • •(See Notes) 2.4690 100.000250.00 0.215409 Hose(-100.000)(31'-0) 250.00 PO(12'-0) 120 21'-1 -1'-10 62'-4 14.660 3.398 32'-0 41'-311 100 4 (See Notes) 4.2600 109.263250.00 0.054516 Flow (q) from Route 2 500.00 8Z, fT(21'-1) 120 22'-1½ 1'-10 40'-8 -1.590 4.694 -1'-10 18'-6½100 3 4 (See Notes) 4.2600 127.321250.00 0.115423 Flow (q) from Route 3 750.00 fE(8'-11½), 2Z, E(13'-2), S 120 3 0.00 Hose Allowance At Source 750.00 Route 1 Total(Pt) 130.425 43'-0 32'-0 43'-0 9.263 32'-0 0'-09 11 2½ • • • • • Route 2 • • • • •(See Notes) 2.4690 100.000250.00 0.215409 Hose(-100.000)(31'-0) 250.00 PO(12'-0) 120 109.263 Total(Pt) Route 2 43'-0 32'-0 43'-0 9.263 32'-0 0'-026 28 2½ • • • • • Route 3 • • • • •(See Notes) 2.4690 101.242250.00 0.215409 Hose(-100.000)(31'-0) 250.00 PO(12'-0) 120 60'-0½ -1'-10 142'-1½ 14.668 2.149 32'-0 82'-128 100 4 (See Notes) 4.2600 110.504 0.015122250.00 8Z, 2fT(21'-1), 2fE(8'-11½) 120 127.321 Total(Pt) Route 3 © M.E.P.CAD, Inc. 11/24/2020 Page 7 AutoSPRINK 2019 v15.1.19.0 9:03:09AM Manually Flowing Date: 11/24/2020 Job Name: 126 College Ave Remote Area Number: Manually Flowing Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )( 150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. 11/24/2020 Page 8 AutoSPRINK 2019 v15.1.19.0 9:03:09AM Manually Flowing