The URL can be used to link to this page

Home My WebLink AboutClark HallCORNELL UNIVERSITY CLARK HALL FACILITIES CONTRACTS LEARNING FACILITY 121 HUMPHREYS SERVICE BUILDING PHASE II ITHACA, NEW YORK 14853-3701 ADDENDUM NO. 1 April 3, 2014 This Addendum contains changes to the requirements of the Contract Documents and Specifications. Such changes are to be incorporated into the Construction Documents and shall apply to the work with the same meaning and force as if they had been included in the original document. Wherever this Addendum modifies a portion of a paragraph of the specifications or a portion of any Drawing, the remainder of the Paragraph or Drawing shall remain in force. NOTE: Provisions of all Contract Documents apply. BID FORM Item 1. REPLACE BF-2 with attached BF-2R. GENERAL REQUIREMENTS Item 2. ADD 01 23 00 Alternates in its entirety, attached. TECHNICAL SPECIFICATIONS Item 3. ADD 09 47 00 Acoustical Wood Panels in its entirety, attached. Item 4. DELETE 12 24 13 Manual Solar Shades in its entirety and REPLACE with attached. DRAWINGS Item 5. Drawing A-101 ADD construction plan area for 200CE corridor work as shown on sketch SKA-02, attached. Item 6. Drawing A-101 ADD demolition plan for 200CE corridor work as shown on sketch SKA-01, attached. Item 7. Drawing A-151 ADD reflected ceiling plan for 200CE corridor work as shown on sketch SKA-03, attached. Item 8. Drawings A-151 ADD clarification for roller shade location & openness as shown on sketch SKA-06, attached. Item 9. Drawing A-405 ADD interior elevations and ceiling details for 200CE corridor work as shown on sketch SKA-04, attached. Item 10. Drawing A-405 ADD acoustical panel at mechanical shaft work as shown on sketch SKA-05. MECHANICAL CLARIFICATIONS Item 11. Drawing H-202.2 ADD apply keynote ‘9’ to the ‘existing to remain’ slot diffuser plenum shown connected to VAV-18. Item 12. Drawing H-801 ADD the following general notes to drawing: 1. IN THE DDC SYSTEM PROGRAMMING, RE-SET THE OCCUPIED CYCLE MINMUM OUTDOOR AIRFLOW RATE FOR AHU-5 TO 1,700 CFM 2. RE-EVALUATE THE CONTROL SETTINGS FOR THE EXISTING MIXED AIR LOW LIMIT ALGORITHM FOR AHU-5 TO RECOGNIZE THE REDUCED PEAKS SYSTEM SUPPLY AIRFLOW RATE THAT IS A RESULT OF THE VAV TERMINALS THAT ARE TRANSFERING TO THE AHU-6 SYSTEM UNDER THIS PROJECT. 3. PROVIDE PROGRAMMING TO RECOGNIZE THE VAV TERMINAL UNITS REMOVED FROM THE AHU-5 SYSTEM AND PLACED ON THE AHU-6 SYSTEM. THIS AFFECTS SUPPLY AIR TEMPERATURE RESET AND STATIC PRESSURE RESET ALGORITHMS. Item 13. Drawing H-802 ADD VAV Terminal Unit Control Sequence Part 4: SPACE TEMPERATURE CONTROL: ON A FALL IN ROOM TEMPERATURE, THE VAV BOX DAMPER SHALL DECREASE THE PRIMARY AIRFLOW RATE TO THE MINIMUM VALUE. ONCE AT THE MINIMUM AIRFLOW, ON A FURTHER DROP IN SPACE TEMPERATURE, THE HOT WATER VALVE FOR THE VAV BOX COIL SHALL BE MODULATED OPEN TO PRODUCE SUPPLY AIR TEMPERATURES UP TO 85 DEG F. ONCE THE SUPPLY AIR TEMPERATURE IS 85 DEG. F. ON A CALL FOR INCREASED HEATING, THE SUPPLY AIR RATE SHALL INCREASE UP TO THE UNIT MAXIMUM AIRFLOW WHILE THE HOT WATER VALVE IS MODULATED TO MAINTAIN A SUPPLY AIR TEMPERATURE OF 86 DEG. F. ONCE THE BOX IS A MAXIMUM CFM, ON A CONTINUED CALL FOR ADDITIONAL HEAT, THE SUPPLY AIR TEMPERATURE IS ALLOWED TO INCREASE ABOVE 85 DEG F. ELECTRICAL CLARIFICATIONS Item 14. Drawing E-302.2 ADD Key note 14: Seminar Room 5 - (1) Simplex telecommunications outlet ceiling mounted for use with wireless access point. ADD Key note 15: Two CIT Closets between column lines 6, 7, H and J – (2) Photoelectric type smoke detectors. Provide (1) detector per room, (2) total. Item 14. Drawing E-302.2 – (Cont’d) ADD Key note 16: Women’s Restroom between columns 6, 7, G and H – (2) Photoelectric type smoke detectors. Provide (1) detector per room, (2) total. ADD Key note 17: Men’s Restroom between columns 6, 7, F and G – (1) Photoelectric type smoke detector for the room. ADD Key note 18: Janitor’s Closet between columns 6, 7, F and G – (1) Photoelectric type smoke detector for the room. ADD Key note 19: Room 286 - Remove, relocate & reinstall existing lights. FIRE PROTECTION CLARIFICATIONS Item 15. Drawing F-001.2 ADD Drawing F-203.2 Fire Protection Plan – North Penthouse Phase 2 to drawing list. Item 16. Drawing F-202.2 DELETE in its entirety and REPLACE with attached F-202.2. Item 17. Drawing F-203.2 ADD drawing F-203.2 Fire Protection Plan – North Penthouse – Phase 2, attached. Item 18. RFI Question & Answer Log See attached RFI Log (Items 1 – 5) ATTACHMENTS • BF-2R • GR 01 23 00 Alternates • 09 47 00 Acoustical Wood Panels • 12 24 13 Manual Solar Shades • SKA-01 • SKA-02 • SKA-03 • SKA-04 • SKA-05 • SKA-06 • F-202.2 Fire Protection Floor Plan • F-203.2 Fire Protection Plan – North Penthouse Phase 2 • RFI Log (Items 1-5) ****END OF ADDENDUM NO. 1**** 2. ALTERNATE PROPOSAL a. The undersigned, if awarded the Contract, proposes to perform work in addition to or in place of the scope of the work shown and specified herein as associated with the Base Bid in accordance with the following Alternate Proposals, which amounts are to be added or deducted to the amount of the Base Bid as indicated for the Alternates specified in Division 1 of the Specifications. b. If the Bidder desires to indicate that the acceptance of any Alternate or Alternates will result neither in an addition to nor a deduction from the value of the work, he shall enter the phrase "No Change" in response to such Alternate or Alternates. c. It is understood that the Owner reserves the right to accept or reject any or all of the following Alternate Proposals within ten (10) calendar days following the award of a construction contract. Alternate No. Description ADD DEDUCT ONE Replace existing lights with ten (10) FR-6 $ $ light fixtures in Room 286. ADDENDUM NO. 1 BID FORM BF-2R CORNELL SECTION 01 23 00 Ithaca, New York ALTERNATES 1.1 RELATED DOCUMENTS A. This Section describes the changes to be made under each Alternative. B. The Specification Section containing the pertinent requirements of materials and methods to achieve the Work described herein. 1.2 DESCRIPTION OF REQUIREMENTS A. Definition: An alternate is an amount proposed by Bidders and stated on the Bid Form for certain items that may be added to or deducted from the Base Bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the product, materials, equipment, systems or installation methods described in the Contract Documents. B. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted alternate is complete and fully integrated into the Project. C. Notification: Immediately following Contract award, prepare and distribute to each party involved, notification of the status of each alternate. Indicate whether alternates have been accepted, rejected or deferred for consideration at a later date. Include a complete description of negotiated modifications to alternates. D. Schedule: A "Schedule of Alternates" is included at the end of this Section. Include as part of each alternate, miscellaneous devices, accessory objects or similar items incidental to or required for a complete installation whether or not mentioned as part of the alternate. 1.3 SCHEDULE OF ALTERNATES A. ALTERNATE NO. 1 In Room 286 replace existing lights with (10) FR-6 light fixtures. PART 2 – PRODUCTS – NOT USED PART 3 – EXECUTION – NOT USED ***END OF SECTION 01 23 00*** CLARK HALL LEARNING ALTERNATES 01 23 00-1 FACILITY PHASE II ADDENDUM NO. 1 April 2, 2014 Cornell University Physical Science Instructional Facility Renovations to Clark Hall Ithaca, NY Page 09 47 00-1 Clark Hall Phase II 100% CD - 3/14/2014 Addendum No. 1 issued on 3/27/2014 SECTION 09 47 00 ACOUSTICAL WOOD WALL PANELS PART 1 - GENERAL 1.01 Scope A. Include all labor, materials, and plant as required for the fabrication and deliver y of acoustical wall system complete in all respects as described and specified herein. 1.02 Related Work by Other A. Division 9- Gypsum Board B. Division 9- Paint Finish C. Division 16- Electrical services and connections 1.03 Quality Assurance A. Manufacturer & Installer: Firm manufacturing the specified product shall have adequate capacity required for projects listed and have successfully completed similar projects for a period of not less than five years. The installer should be approved by the manufacturer as qualified to perform work required. B. Reference Standards: Conform to all governing laws, building codes, and the following performance criteria: 1. Fire Performance Characteristics: Provide wall panels with surface-burning characteristics as determined by testing in accordance with ASTM E-84 by a testing organization acceptable to authorities having jurisdiction. For Veneer finished panels the ASTM E84 classification is a Class B. 2. Acoustical Performance Characteristics: Provide wall panels with acoustical Acoustical Wood Wall Panels Page 09 47 00-2 Clark Hall Phase II 100% CD - 3/14/2014 Addendum No. 1 issued on 3/27/2014 absorption characteristics as indicated in Part 2, which have been determined by testing fully assembled production material in accordance with ASTM C-423 (Type F5 mounting method as defined by ASTME-795) by a testing organization acceptable to authorities having jurisdiction. Approved testing organization must be independent of the manufacturer. 1.04 Submittals A. Submit to the Architect of record, three (3) complete sets of CAD generated shop drawings prepared by the manufacturer showing all necessary details and dimension requirements which will subsequently be field verified and revised as required by the Architect. B. Samples: Submit (3 sets) manufacturers standard 8" X 11" (203mm x 280mm) sample panels of each type of product as specified in Part 2 to the Owner for approval. Product shall be original production material in veneer finish specified for final use. C. Certification: Submit to the owner a certificate of compliance to specified acoustical and fire performance criteria as stated section 1.03 and Part 2 of this specification, signed by an officer of the panel manufacturer and attach independent laboratory test results for each product used, showing that the products supplied as components meet or exceed the specified requirements. Submit additional test results to owner as requested detailing compliance to updated code requirements. D. Prior Approval: Manufacturers not listed in section 2.01 of this specification and wishing to be submitted as an equal on the project must submit information in accordance with section 1.04 of this specification fifteen days prior to the bid date as outlined in the contract documents. The information submitted must give evidence to show that the alternative product equals or exceeds the attributes and performance of the specified product. E. Manufacturers Approval: The manufacturer shall have the right to approve the selection of the installing contractor and to verify that said contractor has sufficient experience and expertise to complete the project in a satisfactory manner. F. Single Source: All custom acoustical wall and ceiling panels shall be purchased from a single supplier. Acoustical Wood Wall Panels Page 09 47 00-3 Clark Hall Phase II 100% CD - 3/14/2014 Addendum No. 1 issued on 3/27/2014 1.05 Product Delivery, Storage and Handling A. Deliver fabricated units and related components to the site for installation in accordance with a reasonable schedule furnished by the contractor. On-site storage shall be such as to assure that all panels and associated materials are protected from damage. B. Prior to panel installation the site must be free of all wet and dusty trades and the climatic conditions stabilized to normal operational levels. Panels shall be allowed to stabilize on site 72 hours prior to installation. C. PANELS MUST BE STORED, INSTALLED AND MAINTAINED ONLY IN A SECURE AMBIENT ENVIRONMENT (HUMIDITY MIN. 35% - MAX. 55%, TEMPERATURE NOT TO EXCEED 80º F (27º C)). 1.06 Guarantee A. Furnish to the Architect in the Owner's name, the manufacturers written guarantee covering the products supplied against defects in materials and workmanship under normal operating conditions for a period of one year from the date of shipment. Submit certificates of compliance showing warranty period by dates for each project completed to the Owner. B. All system components shall be manufactured and supplied by the named manufacturer. Individual components, provided by different suppliers will not be considered or accepted. C. Manufacturer must demonstrate the ability to fully bond the project for its full material value. PART 2 - PRODUCTS 2.01 Acoustic Panels (Basis of Design) Panels are based on “Quadrillo wall panels as manufactured by Decoustics or grooved wood Acoustical Wood Wall Panels Page 09 47 00-4 Clark Hall Phase II 100% CD - 3/14/2014 Addendum No. 1 issued on 3/27/2014 panels as manufactured by Rulon Company. Furnish and deliver prefabricated wall panels as described in this section for installation in areas as shown on drawings meeting or exceeding the following requirements: A. Description: Acoustical Wood Panels 1. Shall be comprised of a sandwich construction of the following: A face sheet of selected real wood veneer laminated to 1/4" (6mm) medium density fiber board perforated by means of transverse “V” routing on 5mm centers. The membrane is fully bonded to a 6 to 7 lb./cu.ft (96 to 112 kg/cu.m.) density acoustically absorptive core material of 3/4" thickness as required to meet acoustic absorption. The panel shall be backed with 1/8" (3mm) perforated hardboard fully bonded to the core material. The perimeter shall be constructed of particle core or medium density fiber board of adequate thickness to match the core material. The boards shall be fabricated to sizes required by field dimensions supplied by the installing contractor and will not vary from determined sizes by more than +/- 1/16" (2mm) vertically and horizontally. Intermediate framing support shall be incorporated on 24" (610mm) centers or as required. The panel shall be constructed using fire retardant core components meeting or exceeding Class A (Flame-spread of 25 or less and Smoke Developed of 450 or less) when tested in accordance with ASTM E-84 or UL-723 procedures. 2. Finish: a. Veneer to be Rift Cut Red Oak to match existing panels. b. Finish: to be non yellowing clear lacquer finish to 20% sheen to match existing panel. c. Edges of panels shall be Solid Rift Cut Red Oak to match existing acoustical wood panels. 3. Installation shall be by use of concealed aluminum panel clips factory supplied and field attached to the back of the panels, engaged into factory supplied wall clips or continuous Z track fastened to the wall. Clip spacing to Acoustical Wood Wall Panels Page 09 47 00-5 Clark Hall Phase II 100% CD - 3/14/2014 Addendum No. 1 issued on 3/27/2014 be maximum horizontal centres of 24" (610mm). (Adhesively mounted clips are not acceptable). 4. Installation shall be in accordance with the manufacturers’ instructions and as shown on shop drawings. Installer shall provide shimming and adjustments as required to maintain consistent alignment of joints and finished panel faces, and to ensure unstressed clip locations. 5. Panels shall have noise reduction coefficient values of the following when tested in accordance with section 1.03 of this specification. Frequency (Hz) Panel Type* 125 250 500 1000 2000 4000 NRC SAA QPP-12 0.06 0.15 0.37 0.76 0.94 0.76 0.55 0.55 QPP-19 0.04 0.23 0.52 0.90 0.94 0.66 0.65 0.64 QPP-25 0.09 0.25 0.75 1.05 0.99 0.77 0.75 0.75 QPP-38 0.20 0.50 0.97 1.05 1.00 0.92 0.90 0.87 QPP-50 0.28 0.67 1.13 1.03 1.01 0.94 0.95 0.96 * The number that follows the QPP designation indicates the core thickness in millimetres. The overall panel thickness is approximately 3/8” (9.5mm) larger than the core thickness. Acceptable Manufacturers: 1. Quadrillo Wood Panels by Decoustics Limited 61 Royal Group Crescent Woodbridge, Ontario Canada, L4H 1X9 TEL: (905)652-5200 email: sales@decoustics.com Acoustical Wood Wall Panels Page 09 47 00-6 Clark Hall Phase II 100% CD - 3/14/2014 Addendum No. 1 issued on 3/27/2014 2. Rulon Company World Commerce Center 2000 Ring Way Road St. Augustine, FL 32092 TEL: (800)227-8566 PART 3 - INSPECTION AND APPROVAL 3.01 Adjustment and Replacement A. The Owner shall inspect the installation and product on completion. The manufacturer shall provide repair or replacement of components not conforming to requirements as stated herein and said work will then become bound by the terms of this specification. B. Installation labor for removal and replacement of product improperly installed and not conforming to specified installation instructions as detailed in section 1.03 and Part 2 and shown on plans, shall be the responsibility of the installing Contractor. Cornell University Physical Sciences Instructional Facility Phase II Renovations to Clark Hall Ithaca, NY Page 12 24 13-1 Clark Hall 100% CD 12/11/2012 Addendum No. 1 issued on 3/27/2014 SECTION 12 24 13 MANUAL SOLAR SHADES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Manually operated roller shades with single rollers. B. Related Requirements: 1. Division 6 "Rough Carpentry" for wood blocking and grounds for mounting roller sha des and accessories. 2. Division 7 "Joint Sealants" for sealing the perimeters of installation accessories for light- blocking shades with a sealant. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include styles, material descriptions, construction details, dimensions of individual components and profiles, features, finishes, and operating instructions for roller shades. B. Shop Drawings: Show fabrication and installation details for roller shades, including fabric panel materials, their orientation to rollers, and their seam and batten locations. C. Samples: For each exposed product and for each color and texture specified, 10 inches long. D. Samples for Initial Selection: For each type and color of fabric panel material. 1. Include Samples of accessories involving color selection. E. Samples for Verification: For each type of roller shade. 1. Fabric Panel Material: Not less than 10 inches square. Mark inside face of material if applicable. Roller Window Shades Page 12 24 13-2 Clark Hall Phase II - 100% CD - 3/14/2014 Addendum No. 1 issued on 3/27/2014 2. Roller Shade: Full-size operating unit, not less than 16 inches wide by 36 inches long for each type of roller shade indicated. 3. Installation Accessories: Full-size unit, not less than 10 inches long. F. Roller-Shade Schedule: Use same designations indicated on Drawings. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. B. Product Certificates: For each type of fabric panel material, signed by product manufacturer. C. Product Test Reports: For each type of fabric panel material, for tests performed by a qualified testing agency. 1.5 CLOSEOUT SUBMITTALS A. Maintenance Data: For roller shades to include in maintenance manuals. 1.6 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Roller Shades: Full-size units equal to 5 percent of quantity installed for each size, color, and fabric panel material indicated, but no fewer than one units. 1.7 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. A firm with at least 20 years of demonstrated experience in United States-based manufacture of the products required in this Section. 2. A firm with the capability to use both knife cutting and ultrasonic cutting in the manufacture of the products required in this Section. 3. A firm with the capability to digitally print on shade panels. B. Installer Qualifications: Fabricator of products. C. Mockups: Build mockups to verify selections made under Sample submittals, to demonstrate aesthetic effects, and to set quality standards for materials and execution. 1. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. 2. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. Roller Window Shades Page 12 24 13-3 Clark Hall Phase II - 100% CD - 3/14/2014 Addendum No. 1 issued on 3/27/2014 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver roller shades in factory packages, marked with manufacturer, product name, and location of installation using same designations indicated on Drawings. 1.9 FIELD CONDITIONS A. Environmental Limitations: Do not install roller shades until construction and finish work in spaces, including painting, is complete and dry and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. B. Field Measurements: Where roller shades are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication and indicate measurements on Shop Drawings. Allow clearances for operating hardware of operable glazed units through entire operating range. Notify Architect of installation condit ions that vary from Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. PART 2 - PRODUCTS 2.1 Division 1 "Product Requirements. "MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, but are not limited to, the following: B. Basis-of-Design Product: Subject to compliance with requirements, provide Insolroll, Inc.; Insolroll Window Shading Systems, or comparable product by one of the following: 1. Insolroll, Inc., or architect approved equal C. Source Limitations: Obtain roller shades from single source from single manufacturer. 2.2 MANUALLY OPERATED SHADES WITH SINGLE ROLLERS A. Chain-and-Clutch Operating Mechanisms: With continuous-loop bead chain and clutch comprised of multi-banded steel springs that stops shade movement when bead chain is released; permanently adjusted and lubricated. 1. Bead Chains: Nickel-plated metal. a. Metal Chain Guide Color: Nickel. b. Clutch Color: Vanilla. c. Clutch Holding Capacity: 30 pounds. d. Loop Length: Full length of roller shade. e. Limit Stops: Provide upper and lower ball stops. Roller Window Shades Page 12 24 13-4 Clark Hall Phase II - 100% CD - 3/14/2014 Addendum No. 1 issued on 3/27/2014 2. Spring Lift-Assist Mechanisms: Manufacturer's standard for balancing roller-shade weight and lifting heavy roller shades. a. Provide for fabric panels that weigh more than 24 lb or for shades as recommended by manufacturer, whichever criteria are more stringent. B. Spring Operating Mechanisms: Roller contains spring sized to accommodate shade size indicated. Provide with positive locking mechanism that can stop shade movement at each half- turn of roller and with manufacturer's standard pull. C. Rollers: Corrosion-resistant steel or extruded-aluminum tubes of diameters and wall thicknesses required to accommodate operating mechanisms and weights and widths of fabric panels indicated without deflection. Provide with permanently lubricated drive-end ass emblies and idle-end assemblies designed to facilitate removal of fabric panels for service. 1. Roller Drive-End Location: Right side of inside face of shade. 2. Direction of Fabric Panel Roll: Regular, from back of roller. 3. Fabric Panel-to-Roller Attachment: Manufacturer's standard method. a. Provide fabric panels not less than 12 inches longer than desired shade height to assure solid attachment to roller tube and ability to adjust panels in field without removing mounting brackets. D. Mounting Hardware: Brackets or endcaps, corrosion resistant and compatible with roller assembly, operating mechanism, installation accessories, and mounting location and conditions indicated. E. Fabric Panels: 1. Fabric Panel Material Flame-Resistance Rating: Comply with NFPA 701. Testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. F. Light-Filtering Fabric: Woven fabric, stain and fade resistant. 1. Basis-of-Design Product: Insolroll M-Screen. 2. Opacity: a. Provide 3% openness at all existing exterior windows within the library office as well as new interior windows at seminar rooms facing the east exterior façade of Clark Hall- see drawings for locations and type. b. Provide 5% openness at all seminar room interior windows-see drawings for locations and type. 3. Composition: Vinyl-coated fiberglass yarns woven in 1 x 2 weave configuration. 4. Certification: GreenGuard Indoor Air Quality Certified. Roller Window Shades Page 12 24 13-5 Clark Hall Phase II - 100% CD - 3/14/2014 Addendum No. 1 issued on 3/27/2014 5. Bacterial and Fungal Resistance. 6. Fabric Panel Bottom (Hem) Bar: Enclosed in hem pocket of fabric panel material, thermally sealed, not sewn. a. Bottom (Sill) Channel: With light seals and designed to eliminate light gaps at bottoms of shades when shades are closed. b. Color and Finish: As selected by Architect from manufacturer's full range of colors. G. Installation Accessories: 1. Recessed Shade Pocket: Rectangular, extruded-aluminum enclosure designed for recessed ceiling installation; with front, top, and back formed as one piece, end plates, and removable bottom closure panel. a. Height: Manufacturer's standard height required to enclose roller and fabric panel when shade is fully open, but not less than 5 inches. b. Provide pocket with lip at lower edge to support acoustical ceiling panel. 2. Side Channels: Designed to eliminate light gaps at sides of shades as shades are drawn down. 3. Bottom (Sill) Channel: With light seals and designed to eliminate light gaps at bottoms of shades when shades are closed. 4. Installation Accessories Color and Finish: As selected from manufacturer's full range of colors. 2.3 ROLLER-SHADE FABRICATION A. Product Safety Standard: Fabricate roller shades to comply with WCMA A 100.1, including requirements for flexible, chain-loop devices; lead content of components; and warning labels. B. Unit Sizes: Fabricate units in sizes to fill window and other openings as follows, measured at 74 deg F: 1. Between (Inside) Jamb Installation: Width equal to jamb-to-jamb dimension of opening in which shade is installed less 1/4 inch per side or 1/2-inch total, plus or minus 1/8 inch. Length equal to head-to-sill or -floor dimension of opening in which shade is installed less 1/4 inch, plus or minus 1/8 inch. C. Fabric Panel Fabrication: Fabricate fabric panels without battens or seams to extent possible except as follows: Roller Window Shades Page 12 24 13-6 Clark Hall Phase II - 100% CD - 3/14/2014 Addendum No. 1 issued on 3/27/2014 1. Vertical Shades: Where width-to-length ratio of fabric panel is equal to or greater than [1:4], provide battens and seams at uniform spacings along fabric panel length to ensure fabric panel tracking and alignment through its full range of movement without distortion of the material. 2. Railroaded Materials: Railroad material where material roll width is less than the required width of fabric panel and where indicated. Provide seams as required by railroaded material to produce fabric panels with full roll-width panel(s) plus, if required, one partial roll-width panel located at top of fabric panel. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, operational clearances, and ot her conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 ROLLER-SHADE INSTALLATION A. Install roller shades level, plumb, and aligned with adjacent units according to ma nufacturer's written instructions. 1. Opaque Fabric Panels: Located so fabric panel is not closer than 2 inches to interior face of glass. Allow clearances for window operation hardware. 3.3 ADJUSTING A. Adjust and balance roller shades to operate smoothly, easily, safely, and free from binding or malfunction throughout entire operational range. 3.4 CLEANING AND PROTECTION A. Clean roller-shade surfaces after installation, according to manufacturer's written instructions. B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure that roller shades are without damage or deterioration at time of Substantial Completion. C. Replace damaged roller shades that cannot be repaired, in a manner approved by Architect, before time of Substantial Completion. Roller Window Shades Page 12 24 13-7 Clark Hall Phase II - 100% CD - 3/14/2014 Addendum No. 1 issued on 3/27/2014 3.5 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain manually-operated roller shades. END OF SECTION 12 24 13 UPDN UPDN ; 3% SHADE5% SHADE CLARK HALL LEARNING FACILITY - PHASE II RFI Form Date: April 3, 2014 RFI/Page/ Response Dwg./Spec./Rep.Section/Design Team Index Number Paragraph/Topic RFI Response 1 A-800 Are partitionType 3 walls along column lines H,3 & 4 to receive 2 layers of 5/8" GWB where wood panels do not occur? And if so would only the top layer be Quiet Rock? YES to both questions. 2 A-800 Are wall types 1 & 2 as shown onA-800 pertinent to this project? If so where do they occur? Wall Types 1 and 2 are not applicable to this phase. 3 Demo Drawing A-051 shows 1 roof penetration. H- 102.2 calls for penetrations to RF-6-1 and RF-6-2. Are 2 penetrations required? Is there any structural support needed at the new penetrations? There are a total of two roof penetrations, see mechanical dwgs. for sizes of penetrations. There is no structural support required for these penetrations. 4 Is there a warranty on the roof..if yes, who holds the warranty? The Clark Hall roof over the project area is an EPDM Genflex Roof System, installed by Elmer Davis in 1999. The warranty expired in 2009. The roofing materials warranty will expire in 2019. 5 Is Oldcastle an acceptable substitution for EFCO - 084113 Alum Entrances and Storefronts? Since Phase I was installed with EFCO, the University is requiring that the same product manufacturer be installed for Phase II to maintain consistency . I31'-1�" (aa to v IPJ 17ESCRIPTION OF PROPOS1=D PROJECT CON1TR310N OF FORMER LIBRARY SPACE INTO 8 SEMINAR R001•1& QUIET STUDY AREA 4 LIBRARY OFFICE t CONFERENCE ROOM AS PANT OF THIS PROJECT ALL CONVERTED SPACES LULL BE FULLY SPRMKLERED M ACCORDANCE W1 SECTION 903311 APPLICABLE CODES 2010 BUILDING CODE OF NEW YORK STATE EDITION (G.G_ to V_IFJ (GC_ to V.I.J PCCUPANCY CIROUP B -EDUCATIONAL OCCUPANCIES FOR STUDENT/3 ABOVE THE 12TH GRADE FIRE PROTECTION SYSTEM BUILDING -WIDE AUTOMATIC SPRINKLER SYSTEM AS PER SECTION 9033.1.1 EXISTING BUILDING CONSTRUCTION CLASSIFICATION 1+3UILDING ITEM EXISTING (TYPE 1A) I. STRUCTURAL FRAME CONCRETE 2. EXTERIOR LUALLS NA 3. BEARING WALLS CONC. COUSIN 4. FLOOR CONSTRUCTION CONCRETE 5. ROOF CONSTRUCTION CONCRETE ALLOWABLE HEIGHT AND BUILDING AREAS PER TABLE 503 EXISTING CONSTRUCTION TYPE lA AND PROPOSED OCCUPANCY GROUP B: ALLOWABLE HEIGHT UL STORY) MAXI 1.11 BUILDING AREA UL REQUIREMESES FOR FI E.FE SISTIVE CONSTRUCTION EI. 1E'[T OR SPACE FIRE RATING 5TI JCTUIRAL FR IE 3 EXTERIOR BEARING WALLS 3 EXTERIOR NON-BEARIS Cs IL44LLS 0 FLOOR CON/STN./CT. (NCL BEAMS) 2 ROOF CONSTRUCT. (INCL. DAMS) 1-112 pCCIJPASIT LOAD (MAX. ALLOUED) 353 NUMBER CF EXIT REQUIRED (TABLE 1013.1) 2 NUMBER OF EXIT PROPOSED 4 EGRESS WIDTH RECLINED 58 INCHES MN. EGRESS WIDTH REQUIRED (TABLE 1005]) CALCULATION LL TI.1 SPRINKLER SYSTEM 353 X 015 = 56" c 236" (ACTUAL) OK 2 SINGLE DOORS X 34• • 68' 3 DOUBLE DOOR X 56• • 168" MAX TRAVEL DISTANCE ALLOUED (TABLE 1016]) 300 FT MAX ALLOILED W/PRIPICLER SYSTEM : MAX PROPOSED IS 126' JIMMI M NUMBER OF FIXTURES AS PER FLUIBNG CODE TABLE 403.1 WATER CLOSETS LAVATORIES PRINKING FOUNTAIN MEE MALE FEMALE MALE FEMALE B I PER 25 I PER 25 I PER. 40 I PER 40 1 PER 100 I SERVICE SIM( FOR THE FIRST FOR THE FIRST 50 ANDI PER OD AND I PER 50 FoR THE 80 FOR THE }Rkp'IAINJGIE R IREMAINPER ESiC emm 50 E)XCEEPING 80 TOTAL OCCUPANT LOAD_ 353 (PER PLUMBING CODE 403.3 NUIBER OF OCCUPANTS OF EACH SEX. THE OCCUPANT LOAD SHALL BE COMPOSED OF 50 PERCENT CF EACH SEX) WATER CLOSET REQUIRED EXISTING FIXTURES (SAME FLOOR LEVEL) MALE (132) 2+142150■5 1(ADA) + 2(URINAL) = T (TOTAL) > 5 OK RE"1ALE (192) 2+142150=5 I(ADA) + 50.11C.) = S (TOTAL) > 5 OK LAVATORIES MALE (132) 2+112/80=4 2 (ADA) 2 • 2 OK FEMALE (192) 2+1121150=4 2 (ADA) 2 = 2 OK. PRINKING FOINtAN I PER 100 I (ADA) +I =2 (TOTAL) • 2 OK. SERVICE SINK I I (TOTAL) = I OK. • MAXIMUM DISTANCE TO EXISTING TOILET FACILITIES PER PLUMBING CODE SECT. .4] 900 FEET 188 AND 255 FEET 4054.1 LOCATION OF TOILET FACILITIES IN OCCUPANCIES OTHER THAN COVERED MALL& IN OCCUPANCIES OTHER THAN COVERED MALLS,. THE 1E RED PUBLIC AND EMPLOYEE TOILET FACILITIES SHALL BE LOCATED NOT MORE THAN ONE STORY ABOVE OR 15ELOI11 THE SPACE RECURS: TO BE PROVIDED WITH TOILET FACILITIES, AND THE PATH OF TRAVEL TO SUCH FACILITIES SHALL NOT EXCEED A DISTANCE OF 500 FEET (192 M) TOTAL BUILDING. OCCUPANCY: 383 IRLICtiblik11 ACTUAL AP1EA (SF) MAX.AIREALALLQUANCE CALCULA1I<D NU"II5E1 . EganreatiehelLALIEIRE OF OCCUPANTS TABLE 100411 CGPt IGNS 02000K 1:100 50 NET 34 SEMINAR s290 620 20 NET 31 SEMINAR +250A 620 20 NET 31 SEMINAR +2'1015 555, 20 NET 2S SEMINAR 4290C 1,100 20 NET 55 SEMINAR 0250D 635 20 NET 37 SEMINAR 4290E 635 20 NET 32 SEMINAR +250F 610 20 SET 31 SEMINAR *290G 635 20 SET 32 QUIET STUDY +291 1,1* 50 NET 36 COI+IFERENCE 0292 210 20 NET 11 LIBRARY OFFICE *253 340 100 GROSS 4 STUDY CARRELS. *254 1300 90 NET 26 LEGEND TWO-HOUR FIRE RATED BARRIER EGRESS PATI FE FIRE EX TING UISHER 4 U f 4 ti X401+/ 1 �Kl rll i !/.I/■ iii:. / L � 9 Al / f!• r!J !l.IE fr'2270_,7:Z1-9'6_,1ZrApv, Ai •%0a��4 F!J%J 0F%I.%/IJ %I.rI. IFOr 4//, 2121• MUMINKina1!r Tr_ 1#1A g e4A •4•44te, • •A • I 1/%I 03/14/2014 4. 12/10/2012 3. 11/13/2012 ISSUED FOR PHASE ]II 100% CD ISSUED FOR BID ISSUED FOR FINAL &STILT CD 1. 06/20/2012 No. Date ISSUED FOR SD ESTIMATE Revision MECHANICAL ENGINEER Stented 400 Morgan Center 101 East Diamond Street Butler,. PA 18601-592.3 (724) 477-1207 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UNWERSITY 142 Sciences Drive Ithaca, New York 14853 oRE Nt S'AITEM IS RATED TWO HOUR W/SPRINI;LER 2 I -JOUR 1^I SEPARATE dN LINE FROM EXIST SPACE TO MAIN EX13tI1tG SrstEIf1 HOUR STORE FRONT RATED TWO PRINK -LER Drawing Title CODE SUMMARY Drawing No. GOP ANAL:1'51e FLAN A-001 SCALE: 1/S" = I'�I�" 666 Warburton Avenue Hastings on Hudson. NY 10706 914, 470 3677 Archlteeta Landscape Arebiteete Interior AroMt*eta PETER 1sISOLFI ASSOCIATES g CLAI-K AL AI-NI: AC ILI 3._ 0I\ _.., Tl<r T Li gISITY ITHACA, NEW YORK ARCHITECT MECHANICAL ENGINEER Peter Gisolfi Associates Stantee 566 Warburton Avenue 180 Regent Court, Suite 182 Hastings -on -Hudson, New York 10706 State College, PA 16801 PH: (914) 478 3677 FAX: (914) 478 1600 PH: (814) 206-7373 S'rME3OLS GENERAL NOTES LIST OF DRAWINGS 1 All materials, assembllee, forme and methods of construction and 1s3. All colors to be selected and approved the Architect. Samples,A-T service equipment shall comply with the requirement. of them Neu York of all Flnrshiss specified shall be submitted to this Architect pence to Stats Building Construction Code commencement of work Minimum size !2'x12'rJa unless noted otfwrusise Uper request, samples of accepted paint ehall be mockad-up an site the Archmtect'e fine approval at tto extra cost to the otiose2. Contractor �lis,. issued, and must be familiar, with the drawkngs'shnoeuTng all traolas. �4n9 Jurraolrcticn I drscrspancreee, overly or possible disputed arras of work of bidding. (See General flidequirements - 19. Mere diel tad on draw 'to match existing", the Contractor Division 1 For additional information) eha1l visit tmita, obtain sample or profile of the existing element, ie and duplicate. All custom falaricatrons shall be submitted for review by Ar.- tea. 3. Ari dimensional drsoreparncreet between the plans, soother*, eteeeations and details must be brought to the attention or the Architect by the Contractor for resolution prior to the start or work 2ID_ All symbols and flnieh schedule designations of materials indicate rets imaterial unless otherwise noted. 4. 4n9 rnconeittencies Ti the notes, symbols, legends must be brought to the attantlon the attention of the Architect the Contractor for 21 All gypsum board shall las fire rated types. (Type at? reeolution prior to the start of work 22. All rough framing and blocking shall be ere -treated 3. Arg. inconsistsrecie+s between the drawings and tide lcal lfrcatrons muet be brought to the attention of the Architect by t�Co►ntracttr far resolution prior to the start or work 23. All nee installed equrpalartt shall be UL labeled. All lighting rrxttres shell be reviewed and approved by Architect and caneultrng engineer and shall have UL LabeL 6. All Contractors and subcontractors must chick and Vireo} all existing conditions and dimensions and report any discrepancies to tiles Architect prior to the start of work (See General Requirements - 24. All field welding:work shall be accompanied with a erre extinguisher. Division 1 For Smoke From be directly to dun TITLE t3WEET TYPE j r7 `� � .. ., CLF TYic"E ID1,WINCs T1TLEfor GLG r�EI I It (oN p p'S) A_ CODE ANALYSIS A -0 S1 DEMOLITION PLAN (PHASE 11) A-101 CONSTRUCTION PLAN (PHASE Ire A -I51 REFLECTED CEILING PLAN (PI -LASE II? A•402 INTERIOR ELEVATIONS (P 1) I44SE 1 3 1 A-403 INTERIOR ELEVATIONS (PHASE 11) A-404 INTERIOR ELEVATIONS (PHU4eE I1) A-4 a INTERIOR ELEVATIONS (PI -LASE 1 4 11) A-beND MiLLtuoieK DETAILS A-101 PROPOSED FLOOR PATTERN PLAN (PHASE II? A-800 WALL TYPE 4 DETAILS A-801 CEILING DETAILS A -r ay DOOR 4 KNISH tlLE A-910 INTERIOR 8TOSEFROt4T SYSTEM (19-AeE I 4 11) A-911 INTERIOR STOREFRONT SYSTEM (PHLAFE I 4 iI) =! ECTRIC 0 SLE WINDOW NICER / I I 301 ROOM NLMIER 43,- STARTiNCa POINT OP (SEE A -W00-1) CEILING TILE ■ 1111111111111111 EXISTING RADIATOR FIRE EXTINGUISHER P.E. ------ EXISTIN PARTITIONIWALL ------ TO 8E DEMOLISHED f L?EM°. PLAN) Mk ELEVATION EXISTING PARTITION TO (I OVERALLSECTION RENA1N ENO. PLAN) NEW PARtITIO?1 D additional rnFormation). welding shall vented exterior 1au1Idrrng is, coo -pied. Sae General Requrremernte for additional(CCN$T. information. 1_ All IiFe safety systems and equipment meet be maintained in proper working ander dsrrng construction. 23. All welds shell receive two (2) coati of rust -proofing paint_ 8. Contractor shall maintain oafs egress at all times to all burldrng exits. All exits shall be kept readily accessible and unobstructed at all 26. Sae Finish Schedule For ail interior parntkngf other painting scope tines. If rt is necessary to provide temporary paths er agrees, all shall be Found on drawings. details of same shall be approved by local fire department as well as Owner. n Contractor suet obtain a 'dailyy hot work permit" From the ccinatructran manager when tart, or welding equipment is utilized. S. Cars shall be taken to protect this work area to be safe from student activity both sedan= arid interior. The Contractors shall seal off reork areas from remainder of the campus quad during demolition 20. ire terrazzo tilelvct ends at door and openings and le higher than the adjacent Mooring a be PLAN) IQ DETAIL SECTION f/IIIIf NEW PARTITION E-001 El.•ECTRiC.4L SYMI3OLS, ABBREVIATIONS, AND NOTES E-102.2 SECOND FLOOR PLAN - DLMOLIfICN (101 -LASE 2) E-2022 PARTIAL SECOND FLOOR PLAN - LIGHTING (PHASE 2) E-3022 PARTIAL SECCN) FLOOR PLAN - POtiER AND SYSTEMS (PHASE 2) E-303 PARTIAL NORTH PENTHOUSE PLAN - PdtIER AND SYSTEMS (PHASE I s 2) E-500 ELECTRICAL DETAILS E-100 LIGHTING FIXT1. Sci-iep.LE AND FEEDER SCHEDULE E•f01 ELECTRiC1AL SGldl<DUL.ES AND PARTIAL ELECTRICAL RISE DIAGRAM FIB PTKELECtiatl 11ASCNRY WALL PARTITION C CENTER LIME _ I --•-• -0EXISTING POOR, FRAME AND -0 _1 ,_ HARDWARE TO ME REMOVEDFINISH SYMBOL (PER DEMOLITION PLANS) i h , FOUR iNTEI PRIOR ELEYI4TIONS Il11NpOW tYPE 414 4-401 �� and construction me agreed upon with the Otultsr, the Protect material, vinyl reducing strep shall used. Manager and the Architect. At stair or corridor to corridor condrtie% alab shall be chipped to provide **tooth finish transition 10. Damage to college property shall be corrected by the contractor- Ir area is not repaid in a reasonable tine, the Cod has the 2S. A wet saw shall be used to out all terrazzo tiles. Use of manual right to take over the work until its own roras+s 4 any cost will be rutting tools 15 unacceptable. deducted against the contractor's contract. 30. &h ere there ars small gaps at tsrrazz&vct and walls, caulking of 1L Contractor shall be required to establish staging and phaeing plans similar terrazzon'ct color shell be used For the project. Coordinate with all Sub -Contractors. Ouch plans shall be updated periodically. Plans shell show storage areas, trallere, ferlcee, Location of cranes ander hsorete that may be 31. All new wood trim shall have eased edges. ra'esgqeuired, temporary facilities and access routes to orad within the building. Such a plan shall be submitteld before the start of the proJect. Such staging and phasing plan shall also comply} with the 32. Ganstivation contractor shall undercut existing or new doors as work rules as well ais the general staging plan rstablrshed by the required. Poor color shall be used. Owner, Architect and the Project Manager. 33. Contractor shall be reeponerble for all site work 4 site excavation. 12. Construction fence and truck. gate at etagrng area will be provided by Contractor. Additional barricades and fames at excavations shall be the reeponsrkarlity of the Contractor. Fence shall be S' high 34. Contractor shall be rssperoslbls for all arts work t site excavation chain link Fence with past and tap and bottom pipe supports, For construction contractor shall install. chain links. General safety and security standards for construction projects. 3S. All Co rtractore are assumed to have thoroughly reviewed General Requirements or the contract nor construction prior to start Qr work a. All construction materiels shall be storied in a safe and serotina and expected to fully comply with the requirements therein. manner. b. Fancies around cornstructicxe supplies or debris shall be 3b. Construction contractor le responsible Far ueing const. cloa�snente to selarntarrMscL locate any and all duct, In WALL TYPE - m m m CONTRACT LIMIT LINE imi F-0012 FIRE PROTECTION ECTICN SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES - PHASE 2 F-1022 fly PROTECTION DEh?OLITI+�PI PLANS - LEVEL 2 -PI -LASE 2 F-202,2 FIRE PROTECTION FLOOR PLAN - LEVEL 2 - PHbA$E 2 rIE H-001 t Ecl#AN1CAL SYMBOLS, ABBREViATIONS, AND NOTES 14-1022 SECOND FLOOR FLAN - HNAC DEMOLITION (PHASE 2? 14-103.2 NORTH reNTHOUSE PENTHOUSEDE11Ol-ITIal`i PLAN (PI4ASE 2) H-2022 SECOND FLOOR PLAN - HVAC DUCTWORK (PHASE 2) 1-1-2032 NORTH PENTHOUSE PLAN (ISI -LASE 2? W-3022 eaccho FLOOR FLAN - HVAC PIPING (PHASE 2? W-1501 HYAG DETAILS W-101 1fVAC LSC-IEDULES 1-1-001 I4vAC CONTROLS H- f.IvAC CCNTROL$ H-2085 01/15-15A HENT HVAC PLANS KEY FLAN I5U 1 L t INCS LOCATION PLAN AelBREVIATIONS %s :%:k%:ksk%:k%:% :%:k:: s ; r- :^k: v ikl% {.......,. �k....._..o:o:o:o:o:o:o:o:o:o:o:o:o:o:o:o:000000000:o '.!"sv'� ::::::::::::::::: : k:.; ;.;k: •;.: •:k:: •° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ._§ °Sk: %: k: %: k: %: k: %: k: %: k: %: k: %: k:% :%i' h[: ISY11i {.: v: k:x.k: v;• ::k::kk:::k::k:::k:::k:::: -..-.. s1..� y'• �' ':�'°ooo°o°o°oooooonooo°ooo. ' ''TT''�r``;Q�4k:...� •°.°..°.°.°.°.°.°.°.°.°.°.°.°.°.°.°.°.°.°.°.°.. at E east JC Janitor't closet Ii J 9C wild rarer and Ivo each SCI -EW erJ�edulr KIT kitchen F ��y ��/� y,�� A� /�,��/� EJ elan ADD addendum 1-..�1�1 cion joint. SEC secit AT above finished lW L C electrical LAM (aminate 1le,,,� floor contractor .rya rosemary. $G sat fora MAS 11fi!!/ilf lil AP access panel ELEC electric Cal) 81M e1m14ar p 1 11 material EP electric anneboard-' AC acoustical L;:' Iet. rw MAXflcatron Co)(s) Act acoustical tris eldvation 1 N -1/i maximum elevation MO�y f*guarssit ma' 1 air condition ELEv elevator y open_�- a conoor Eentr lice MECH meechanic (al) 8P starting poi nt:,'• ACP accords. door ENT entrance `ice MC mechanical a stainless Aly a� J equal GV1�y Q1AR,I�e II.�I y� L TD standard AG arhaninlrritri EQequipment gcontractor ALUM aI{�ne 1f 1Y111 EQP ill Wflt.faGYi/1 `+ ST steel ALT a ltsnnetar Mar 1ST? exlehklg 1'1�T metal ARCH I architect (tea 11 Milt minimum W storm drain y�� rireC mrscellarreoue Waif CLG suspended ceiling ASO asbestos ASO MR5 orb dry 1 II�iG marble V 11 1 r l) ASC above a ed FA Flea alalias eyi y( r TEL MIJL mullion T=L t� Dell (fresh air) telephone TIG texegue 1I �p� j g� IYZ AM *+ mar not N contract AV 7.7 asphalt I i�rmel dimension W 1�Q in VYfIMa M`1� 4�/�y �.y� TC top �eaveia il* NO 1..•'/1 p� 1 ri 1� err& toca TOL of stab BLDG building ere aXt ulellQ" NTS tV scale +� IAT -1N burit-In FTII� Fire «i�e� �II,¢y TST top steel `1 ,,r try FI 1� ire {I�� cabinet. TP of footle � boars FIN finish (ad) OE` on center 5e� � � CR1C brick FP finished floor'N�*n TW of wall terrazzo� le BUR�� j� r1., �1� +1��1 �7��.oxr outletTT tile built-up -��.,�y,,}�,1�-1�f, finished SSA i IfiVr ""A41 c. Gatos shall always be locked wins a worker is In attendance to pipe,, conduit, penetrations or sleeves new construction and coordinating thews IQGatrne with other trades unauthorized i, +« r •� before11 r 1 their snow �M +! walls and rt F•Sl. wi a� 111 place. d. Milne exterior renovation work overhead protection shall � � � F� Trades plumb., elect. 1s responsible if a s >n new q p rssponw of> provided far any sidewalks or arras rnnsesdratsk� beneath the ccnstavctran are missed C� C ++J tri by work site Or such areae 6hall be Fenced oft and Yldad tarth warns s,1 ns err! req 1 req ^�1,�.., Workers shall be required to wear y.� y��-lderstifleetlern ba ars 37. Contractor Fe wired to have an site pre -installation trate with;..:.v°°'s;x;, ,.a err times for rdalritifrcatlon and eeG4lrity pu•poses while working the manufacturer or manufacturer representative for door ries re man .its. nor to ar rn urscticn with �h`ng f est do . Co tracitor o 13- Contractor eha11 de 2 employes toilets at staging area for the n►atify' Architect and Miler when training will occur. �y__ +� iii' �R V ...4 ��y� +� �1i i1- Contractor use of all Ccetracto1 s employees. No C ntrac c or employees there aayy or shall be permitted to use the toilet Facilities inside the building. Pa IaCatiGne for Contrarte�ra' vehicles, a arils hour. for General Contractor Is to provide any 1 all sharing For sexist structure demolition, =instruction and material delivery or removal, and a required due to new construction or demolition. red) other iuI requirements are t b. verified with the Owner the and y��a+1 Project.1 IO/M1..1 ��•_ ��1��y,{� a'J _.e j�� 11=� an electric w�. +�. operated 3 . The u. of �' W 1 or battery V atnd *crew is chibr yPr for the installation oaf` dlGOr's or doer hardware. 1f's Each Contractor shell maintain a report rr�dteaitl�rlgr trade(*) daily - -r - - - -Gl marked and number of worknataria delivered,---- f4- ..,y in onte i Jnr un w`se J.1 such rt 40. Censtructron and maintenance operations eha II not.produce name weatherconditions y�q �f' fx.r./f�r{.r+./.R an any Y..M9MRl everts. of a report 4 MOMS p{ yam- waw w� shall � w�1 shall los provided to the Architect and Project. Manager on a YY11.�1� 6et'a ilea in sed Dee t.1 sheer be scheduled for � �e �j "��e` 1 basis and times when the building or affected building spaces ars not r .:.........:....:....:.... ::k:k:k:k:k::kFwrwr%, 's:k: •:k: •:k: •:k::: _.__... - - I - o ra a o %sk: %: k: %: k: %: k: %: k: %: k: %: k: % k: : %; k:: .moi :;:::, ,:, sew ^ •.k. •.k. .k. .k. .ki ::k:::k: •• `o "-."-- I:k::; F. � s,e � J / :............... k.-( .: %: k: y)jt::ss''-w'�'-'r -�••••- /-�_ �i�ly ^s;Y : k: : �k %: k %:5� 3[; k: ; :.^�o°oo°o°o°o°o°o°o°o°o°o°o°oo' -.1n. .- ' • .:k::ik:r�. '2'-54y^oo°.:k :k::k:: i_.. :�:rll •:k; .: ,. eiar.:'...::::'::::':'7.:` " ` ` "yp''k x k x x •�p� 3 k: .i: k:v w.+T i"e�i:: - ::� Y•,w• ;^W. -ks._.. o. .. . o. o.. ~• v:E E:s7AE:�." -4...-:•.:..# I �. raj :k: ..,..4:- xk % k % k % k% :k. :k; .- ,Se. .E'sysE:s k:%; ,<. _ ::k:w ',1,,-.•:-W':',:: •=k: w:k s+; {[: ..•: ;K no kik •:ori xu. qE ibE 'E;k%k% • k-%- , $lV7K!k' F m'e'at xLF-__..r._.:u . . { �:-:::._.:...-....-. Feeeq Hance 'v.%. eF b 1 . . - :_•-,r;: ;.:... a..[::. q. .x -r i_,k ,k:.=5--. ____ k:+ :k:::k:c k.•.k..k.•.k. •.k: •:%:•Ylk: k::;%. •.%: v: %;v- { - - - - - - - - �� -• - - - - ` " r - - - - - - - - - - - - - - ---- -- ;;-:-;::;• °°�o�o kx..r .x f ;k % k % k .. ty%s i Y :k %: k:v-k: Y; ;k: %; k: %; k: %; k: %; k. k: , , i ,k:5. %.V _{ : ` :... ::.. Ew ::k:::k:::k# :i .k::k�':F ',r 'w k::k:::k::: k:_:: {;: kw:kCP { ', I i r i I� 7 .. ;::k:.: :.....................• ._.,_.,r. ,_.,_.,_., _ _ ::: =:s.' A _,_.,_.,_.,_.,_.,_.x( _ _ r,• �[ ik:%: .F;i[%' :%,•ik��: v,Six: 2:v:k:%k nix X::: �, �.. - �.,._>-...,.. .., x€r { k: t:i-'�k�::k;i.ibs'.. k]f'6[: :.:k: k:e1 ii:5 hL`X4FAAEf.�I ' .•k�:k�.]5[,.;fs' �#(4R11R {•t`°°` Y: M[;'wur:"' { i 1 ;k:s(: .r.,),.7.•••s.e,%�k:%� kiJ S' k:" :k:%: LSE Y.+y,ky[s etf`: .w '�t �+[_� .._._(� k. x,YR}IIx f.Y�llil -:Y:x� w :.c.S.I. 1F L;s[: •:::k::: a :{.. c:. fi• : s' k:. ` " ` .:. i I _ _ _ 7 .� 1 -. :hh,,., :ksv �l.W:k k.'r -= = k'�?�k.'k: k: kS :% k: }. I i4:,:, A i' i i :::k::k:.iiiiii . -' mks- • E 4 .• , . 41 _�_ i. < ..'r / `a ik:% k:% k vl±::.•:v:%i,-,• n k-, •- i � % k %'j {9 , xk- %: _;t y •::k:::k:r a?r C- .k. •v...E..k:� tt :;__F. 7 ..:5._.�a 5[��j '-"k::k:. k % 4 $ ._w k k �{ :Ylr,k--- .. 83.x.., f • :';i oN:o •A. F :'.: : % k:k k:% k; ^„'4r `%;�i II II - a eeii I �' j y __ __- __ -- k:::k;L i_F:_k:1tk:.:k';T[;.:k: i:k;::krr7�: i� ♦< ik:l• .rt.: Y ;: %: k: : k:% : %: k: %: k: %: . 3s ' %; - _ 4.>r i :'. '.• € % u :.: v _._._.x _. ._r:: ::. •% .. - i.: •. _:ki'.. t: .:, .�['t •Y:. k: k: :e:•:_._,..,..=S�:. S.: . -4 6. iii t: � : i':::'.:";.;:* -...:-:.,,--x:7. ..__.r-;- T = T[:%s . [ .[:j :5[. %; k:.1k:iF : ._ _ *-....:n.t'n..e.:e E::-': k. E P...,..,.. 5�` E i..•..?a .k s�z,y .%.r.�v..:. t,,, : . 'k; ' I I I I l+E ja E I li . { . rki.:k::: i ' : .:k"k k k ::k:k J ` k; wk: k. F 8:s, €x k:4 r : r 1' l�[ :. k: „ •x ra w er d s . „ , xs K:. Y:k'�:k' --:%� :k::k:'t k:::k�rX'i•..ili WdR4k F:5 >:k� n[::; 3r: %. •X:S:i[;1: :k:::k:::w^r^i�, r, . ,,,-.> - �•1 `:x. ., ..r. ..-..-.. •-.•-.X •r- .r ^'as �(:!S I II I I i . Q � 'f;:?4�r'J4.•'. "-:...%;_t_ �{[%ik 't: %: k: v'fk:i;s- �� .: �[:F7Yi.[; :.Ti�n, ,.: k' ksw vc . k�: i; :; .4 k :ks :k: •.k;r F k• t• :k.• -. 5. :k: k:::S :.ice �9 lr Hall � er :.:rte.:-. �;•:- -. .-:-...>:: ,, :.: r:- .- T3S[:•;k:s•1�fk: %i5�: Ws�s k:%:k k: %: k'it; k:• ix: k: %; k: _ %: k: %: k:s :s(;y itx :-w• k: %:ik. i' I1p�1�tIY[W:Wi�.._.i: w: k:r2`. k: k: k:i.__: K:%: Yi,,, I ,i _ 5 :�w..:k::.ef:.wr: %:•Y; k': j'nti::; . 9it:.,:,.,Ayigg :::& :k, k:._.;?4 v,:W...x:s(: k�'.[::: [#. =5:5'.i[: k: %; k: %: k:t i't%'. - :5i: 1 :.[: ' r'• •24-- "^"x�---.y •t:k tits' .- 5[a.; -t:-, k:s k isri. i :%: k: % K:i[; k -%;k lir :' i'•:4 :: :::k:::k::: is k ::iT[i _k:::k::: i: k::: •••[:[ 56lq�nw:-1R': t:::5[:sA, k:a :'s * l..: .is '>% .i:Y::• fir: : u Y: e' - % k %ksisk . % %k y k:%Y .. a.4!kk:%: sk: %s k:%s a ks ks ik:.['� L 9F Z yy�� {�si[: I i e .. J Ytc.-::: k:::k: v.T[".r`[::.-- ^,,,,.i i ink..,!. _5:[;Y:3E:4 L.'S:i:i[:.pr ,T[�::: k:::k:k c k:_k: k' fi��`.sk: : : a`i k::: Ak y.. _.. ... r lets •�tk:s '•ski I. � I :��f�f{%s k: %s k: %s k: %k:v'��ldirj} �%k:%sk:%5f4 ki 5[w[• iiy k.`'v %ski'F:v:k:v�3.:k:die �, <,' .•:k.•:k.. a.,r,.rx;X:, k:.i .k.v k kjjs k r..: :, * :k -k- f week) when ueeted. y "'� compiled or aeoustrcal abatement ca suras'hall be taken. /mantra +�. _1%2 th OSHA 4 Yregulations. �. All 1..�L�1[lPrr'Wre Of70II I VerVl 4JQr111"11 r�le#- � 41 The contractor oha,lyl gybes rasp-ote�rible for the control oft Jchemical Ames, ase. and other contaminates produced byweld1nngJ gasoline i 1 welding, '. Rig , pa , pa � 16. Sus the technical flcatrons Drvlsron 1 for drawls or dime] g Ines, rood v painting, etc, to emigre do ��'� shop � Ffnish and ooh not seeker lad fans of the building or err intakes. � _ .x; x; %; :%; � - �'k��> -..:�{ € �� _.r, ,�k _..rk:.,E�:�.,y..y.�, sh ,: k:ki' �:,.,.. ':5u l,, k:::_k:.: ;:k:;:k:; 2i,c -iz �.Y :.k;. : fk:;:k.;1.'i '17' is -,:3: -:;s t k k: kF:k}jos i �;•�rs i%s k: ,i[5 %; k:%;k: %; k: %;k}}•Yl��iis� F-v-srk _3' fi: %;ki: %�•%sk-ilL:- S K; k: - k: ,' •:k:- --�^ �'pgi:6[; k:s ,'.ar ass.ri.- qt s •• •*- ,;,� T.c„w.w........ Flow �y.�/'� Mf t'��-- 1 f r icaI ik� J.�1Y (levet) P1 1.0. brl� Inas 11�ray� opg. elevation i level) j�1y '+ '/ 1 '+• PLYli4.f plywood p 4 t� tampered glass FLG flaehrng PLEIG plumbing I. AS Wlalnaet p CABcabinetF1=L fen Mf SGA floor I111� PLV 11411V CG construction p contractor F floor VI3 vinyl base LR ry contractor 1 • 1<�14llati+. CPT carpet FC Floorlrng contactor power' 111F verify m Field^%Y CLL contract limit line FLi floor drain with sant t.8 vent stack or pipe FLUOR fluaresnt Pt point Vt vinyl tile Cif control .joint feet pound CL'G ceiling F furred PIN partition LION unless* otherwise CM crown moulding CM concrete masonry GC general contractor PTO painted noted unit GYP gypsum C�iT quarry tile WCs wire glass COL column c gypetrnnn board ao wood GONG =carats GLIB gyp wall board RLG rani CONST construction p{ r dry wall reinforced Cdr tag) continuous ?RC GOhJTR contractor 141= hardware concrete i -wt hollow instal REP reference JaG hollow �e CUM. cubic inch(es) REG register ed) CLLR. cubic foot R }land rail REM remove REQ require (s) DPR damper HT height RET sewn DEF detail HVAC heatingAvertrlatktgl RA return are DEMO diewolfaFi, air conditioning I EV revision (s) demolition WW] hardwood RL roof ladder DIAM diameter HO hose bible RO gh oPorimill DIP dTffussr Ifl1F hollow Petal frame RV roof vent GIM drmerseico INGAN incandescent RH roof hatch DIM dimension INFO information RD roof drain DR door INSUL Insulate (d) (Tan) lel rooms D dram INT arterior RB rubber base DW drywall INET Installation RL9T rubber tele DiIJCa drawing IN1' anterior -- -- 1 1 1 1 1- 1-1- -{.i�{k:�,-.py11'feu ::k:::. I $.ii�11:y:Pk:;:k::: i ,. r- [: k: :.J.:16tia {F:r _'.: ,e-,2i'&:::s '_'C. k:S(: k •+at YiS. : : [3-:k;4: k- ,.!: • _ A%. ' rt'YS SSQ 1 ;%: k: %s k:%:5 • -',. �'P i y ksk:s astri: ., k:i:k:'t. k: :fSr� i:i:k:� k:i; ''' .$ S(k:5. k.: � � _ 2'k;::: �,:%-.� rM � k:::k:::k:;.;k:.: :F: � 5[:::s - �3.�_2 :' :i err. ".:.::."... S:k# •'k:s i.:i. ik: .:: :n. - :%s : :s :: ({(: k: w: i[::k:::' .'k:.t; .........: .. .. .. a. _ 'rik ^ I IIID ^..w.i%si%s y['~k [e• k: %s k:%: 5[sk:s <.............�5[, k: %s k:: %f ''% ,% �.` q�.,..!,X.,.... ::k:::ki'r::::k:::k:.:k:.:k:: k. 'Ili iF: 5[:::s ki:�k;::k�: k;::k;.:k:::k:::�poi .. :iE -y[s5„ km5K7 iel4""'f R.. i :t, ....:V_kr % k ir•ifj k:%sk: •%s k: %s k: %s5.W.A;i' .:its�t:x 5[�i:t ae:'�: k: K: k: K:I/ry'kKk: K k: K: k:i.. K ';: t1Y r:Y-ra: k:.:k;.:k:.:k: r:k x:k:::k::y.i t''::k::k::k;.:: 0 III II IIIA � •. ]1b. �: .-. ..w:{:-�Y:.:i:.:F :i:[: %:.:k: ; ISM Wh.nOi[:kIi' S '. Y;k: s%:sc k -i '044m:.jEfi.me Risk: w: cv. ' .sr vlvsvl s- .- - - vs1 s•vecs -.:N: B}fKRv vc cvc cvc cvc cvc c k:.:k:::>z ::>"[:::k:..>�:kik ,.oa �� :....� ., _ , � FA � 761�fq'I�id r Ta1wn .. , sides k. •Ei--..,. �.._., ::.__.__ ::c::i: sk:. :i _ x 1:%1%.v,v m.W:sc sk iixii . 1;:i; :k::k:::;:::k %•�':k:-. 3��1IX .k :�:�' �� ..:4 ��:'�. £'::.'[^;�i:i'k:k: v,[:::sr;"^'° � 'Fr:i:k::: � �i �k::; rr: ' samples other submission r uirsrmente. �� 1 � -"'.e- fi Goretractnr shalt witrrtarn one set of all submisalOres (shop drawings, samples, product ITteratars etc..) on the fab arta and available Far reference. Nodous and accepted maniples'shall be available for 42. The contractor shall be responsible to ensure that activities and available for refarenc*. Mockups And acC.epted eamplee shell be materials which result in 'off-gaeerng of volatile organic available for rstferencs. such as glues. paints, Furniture, carpeting, wall covering, orrapmry. etc. ars scheduled, ctrsd or ventilated in accordance with manufacturers reeasrnendatrone before a space can be occiesred. One a of eepiae and two sete of prkfla of all shop drawings shell be submitted to the Ardhet*Gt For approval b*for* fabr1C.atron of mance.the equipmert is requiring ehopr drawingsh r items indicated on drawings orCCNT w: k:�Y.[; k:: :i:sr:: Y. v::{v fv=v= i iy: nes='. ;'..s y Yl; xt1: ,..,11t" 'ro' 1w:v;v: : €v;v-.... , �' ago. rs' I` - - • p -- u - p PDC Project Manager: PDC NO.: --- EDI Stamp Drawing Title Drawing Na. TITLE SHEET A T , 01E° a t. $ 6.0-,ej+ Date 9A4114 Job Na. 12s IN ; 4, �. tO . 4 •rri �n :. ` .'4 368 Warburton Avenue Architects H on Hudson N.Y. 10706 Landscape Architects 914 4 3877 Interior Architects 1 06!15112 $CI-IEM, TIC DESIGN 1110112 ISSUED FOR 1+311] �Sl31 N(C° O o X6112 ISSUED FOR 15% CD 5 3)14114 ISSUED FOR PI-IAS1! II I CP 3 11113112 ISSUED FOR FINAL REVIEW ELECTRICAL ABBREVIATIONS THIS UST OF ABBREVIATIONS IS PROVIDED FOR CONVENIENCE ONLY. ITEMS LISTED HERE MAY OR MAY NOT BE USED ON TINS PROJECT. Tic A NC AC ACT ADJ JG AHU M. ALT ARCH ATS AUTO AVG BKR BLDG BTM G CFMCF CRC C cr CL CLG CO CONN CONST caw CORTR CPU CRT CT cu SINGLE CONDUCTOR AMPS MR CONDITIONING UFkT ALTERNATING CURRENT Aglow caLNG ADJUSTABLE TLLIt ABOVE FINISHED GRADE ALUIA NUM ALIENATE ARCHITECTURAL TRANSFER SNITCH AinumA AVERAGE BUONG BOTTOM CONDUIT AciTY CCUUBICFEETAMNUTE CIRCULATING ciRCUTT CENTERLINE CEILFIG COMPN4Y CONCRETE CCMECTION CONSTRUCTION CO CONTRACTOR CENTRAL PROCESS UN CATHODE RAY TUBE TT CtJR ORTTRANSFORMERS COPPE DED DEDICATED DET F OR DNC FOUNTAIN DDWJ DIAMETER WAT13RHEArSZ CIMDIMENSION • DI8 OF CT DN DOWN DPR DAMPER DWG DRAWING DOH ESC ELECTRICAL CONTRACTOR ElECELEV LEVATOR EE EM EMERGENCY ONLY ENLEM Gal EMERGENCY ENCLOSURE GGENERATOR E EAAAITC�IP ETR EIGLITING TO ROMAN RIC fxHSC WATER COOLER EXH T MST DOSING EIMER EXTERIOR ILI FAB FRCP LSO FN FIXT C=LASH FLR FLUOR FP FPC FU GC OF1 GA GAL GPD HOT HORI1 HP HTG HV HW HL 1N4 . NST 1Ft$UL JAN AS Jr LIG LTS LV OC OH CMG FURNISHED AND INSTALLED FABRICATE FIRE ALARM CONTROL PANEL FURORS) BY CIDERS FINISH FIUTURE RASPING FLOOR FLUORESCENT FIRE PROTECTION FRE PROTECTION CONTRACTOR FOUNTAIN FUSE mum. CONTRACTOR GROUND FAULT INTERRUPTER GAUGE GALLONS GROUND HEIGHT HOPJZONTHORSEPOWER /BEATING 1tGH VOLTAGE HOT WATER HERTZ 1JCd.UDE NSTANOLIS T JAMTOR JuNCTION BOX JONT LIGHTING LIGHTS LOW TACE LOUVER AtAXIMUM ICJILCONTRAd;TOR MAIN CIRCUIT BREAKER SICAL CONTROL CATER MECHANICAL - EQUPl NT ROOM h4N IOLEE MINIMUM MiSCELLANJEOU8 MAIN LI1G ONLY MOUNTED hKOUNTNG NCFBLUWJEMEIRGENCY NOT PI CONTRACT NUMBER HAINOT TO SCALE ON CENTER OVERHEAD OPENING PC PLUMBING CONTRACTOR FE PNEUMATIC -ELECTRIC PEND PENDANT PH PENTHOUSE ?LEG PLUMBING PM PANEL PREssSW PRESSURE SWITCH pa PULL ENRICH PTA POTENTiAL1RI4SFORMERS RA RETURN AMR REC RECESSED RECEPT RECEPTACLE READ RECTUM RM ROOM SECT SAF SQ FT STAT SID STI. SKR SURF suSp SNP CLO SW TELE STAT TEic TE MA THC TV TVP uG UN uv VDT VERT vo' yr SECTION SIMILAR SQUARE FOOT STAT ST ARO STEEL STORAGE STRUCTURAL SURFACE USPE DEAD SUSPENDED CEILING SWITCHt SEAT TEMPERATURE TERIANAL THICK TI3.1'VIBLON UNTTUt LINT VENTILATOR VISUAL UYTERRIAL VERTICAL VOLUME VAPOR TiGHT WP WT WEATHERPROOF O1'AIR TRANSFORMER THIS IS A COMPLETE UST OF ELECTRICAL SYMBOLS FOR REFERENCE ONLY. SYMBOLS SHOWN HERE MAY OR MAY NOT BE USED ON THIS PROJECT. ELECTRICAL DEVICES ELECTRICAL SYMBOLS SCHEDULE LIGHTING FIRE ALARM SYSTEM GENERAL SYMBOLS El KEY NOTE INDICATOR ELECTRICAL EIIIJIPNAERT INDICATOR SCHEDULED IiEM INDOCATOR DRAWING REVISION INDICATOR MECHANICAL EQUIPMENT INDICATOR DETAL NIDICATOR ELEVATIOWSECTION NOICATOR CONDUIT AND WILING BRANCH CIRCUIT RIM CONCEALED BRANCH CIRCUIT RUN UNDER FLOOR - � UP.. ---si AHCH CIRCUIT UP OR DOWN C1' HOME RUN TO PANEL 2A CKTS 1, 3, &5 NORMAL & BIERGENCY BRANCH CIRCUIT B ERG ONLY BRANCH CRCUIT NIGHT LIGHT BRANCH CIRCUIT LOW VOLTAGE CIRCUIT DUSTING BRANCH CIRCUIT SURFACE METAL RACEWAY SHED FOR No. OF CON DOUG R$ TO BE DATA -LED CABLE TRAY INDICATES QONNECTIONTO EXISTING POWER SYSTEMS arn IEll I IPS ATC TRANSFORMER AUTOMATIC TRANSFER SWITCH EMERGENCY GENERATOR POVER Mb -TREMOR UNIT U HNTERLIPTABLE POWER SOLI ROE TRANSIENTVOLTAGE SURGE SUPPRESSION AUTOMATIC TEMPERATURE CONTROL POWER DISTRIBUTION 1 1 11 q II SURFACE MOWED DISTRIBUTION PANELBOARD FLUSH MOUNTED DISTRIBUTION PANEL SL1iFAC:E MTD PANS -WARD FUJ 1MIDFANO-BOARD E XISTNO SURFACE WD PANEL OAAd EO ISTNG FLUSH MD) PP BOARD MANUAL MOTOR STARTER MOTOR CONNECTION DICT $1MTCHf FUSED DISCONNECT SWITCH MAGNETIC STARTER COMBIt4ATI ON STAR181DIScO N ECT POWER COMPANY METER C.T. CABItET JUNCTION BOX OR PURI. BOX GENERATOR REMOTE ANNUNCIATOR VARIABLE FREQUENCY DRiVE ELECTRICAL SINGLE LINE -3 DRAW OUT MOM VOLTAGE IMO/ OR 5100) EYRCUET BREAKER DRAW OUT EDW VOLTAGE 44R V OR 20E9 CIRCUIT BRFAPODR MEDAJM VOLTAGE SWITCH MEDIUM VOLTAGE SWITCH AND FUSE LOW VOLTAGE MOLDED CASE CIRCUIT BREAKER SHUNT TRIP CIRCUIT BREAiER COMBINATION MUTES MOTOR STARTER. NUMBER U ES STARTSTE MEDIUM VOLTAGE LIQUID ELLE) TRANSFORMER LOW VOLTAGE DRY TYPE TRANSFORIE t AUTOMATIC TRANSFER SWITCH EiAERGENCY GENERATOR DIGITAL, MSR CURRENTTRMLSFORIER FEEDER SIZE INDICATOR $ $24,44 sr4GiE-PoLEDOUBLEPOLESWAYa4.WAY81NITO-E8 *co LV Sic `Ie T to -11Z I El El e 0 QIoirdsp eon CHAP e OFF Ni FP @ CP 1 c —P8— 0 'PF air 4-1 KEYLOCKSWITCH PI.OT.UGHT SWITCH UGHTED-HANOLE SWITCH CENTER -OFF DOI18LE-THROWSWiTCH EXPLoSION•PROOF SWITCH LOCAL WALL DaMlER SWITCH PLOUTIINISFORIMER LOCAL WAIL DIMMER S ArFCH LOW.VCLTAGEWALL SWITCH (MOMENTARY OR MARTTAiNS) CONTACT} MOI ENITARY.,ONTACT SNITCH FAH SWITCH PUSWBUTTON SNITCH RESET BUTTON SWiTCFH TIMER SWITCH€ NARROW JAMB SWITCH ENAERGENCY POWER OFF SWITCH 7VECLOCR PHOTOCELL LIGHT NG CONTROL MAY PANEL CONTACT CLOSURE INTERFACE VARIABLE INTENSITY SWITCH {Y) RELAY W' HUMBER AND TYPE OF POLES AS INDICATE REMOTE 1WICATOR $14GLE RECEPTACLE DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE MAO RECEPTACLE ON NORMALEMERGENGY DUPLEX SPLIT WIRED WiTH BOTTOM OUTLET ON WALL SWITCH SAFETY TYPE DUPLE)( RECEPTACLE RLR DUPLEX RECEPTACLE DUPLEX RECEPTACLE ROM BOO( DOUSLEOUPLE)X RECEPTACLEROORBOX ISOLATED GROlRD TW E DUPLEX RECEPTACLE 'MATED GROUND TYPE WITH SURGE SUPRF.SSICN DUPLEX FOR ELECTRIC WATER COOLER COORDINATE LOCJATION WiTH SUPPLER GFIDUPLEX RECZPTACLE RECEPTACLE WITH WEATHERPROOF COVER EXPLOSiON-ROOF RECEPTACLE FLUSH -FLOOR MOUNTED RECEPTACLE PEDESTALFLOOR MOUNTED RECEPTACLE PEDESTAL -COUNTER MOUNTED RECEPTACLE CLOCK RECEPTACLE RECEPTACLE MOUNTED ON CEILING SURFACE MOUNTED P Ti OUiL.ET maw' DUPLE( OUTLETS MOUNTED ON 1'.O CENTERS UNLESS OTHeRwwSE NOTED SPECW. PURPOSE RECEPTACLE • SIZE a TYPE AS INDICATED ON 9C3ECIULED DROP CORD ROWER FEED AT MOVEABLE PARTITION PNEUMATIC TO R.ECTRIC DEVICE ILEOTRtC TO PNEUMATIC DEVICE DIRE( RECEPTACLE ON DESIGNATED CIRCUIT (GRAY RECACLE DOUBLE DUPLEX RECEPTACLE WITH ONE DUPLEX ON NORMAL CIRCUIT A CFIE DUPLEX (GRAY} ON DESIGNATED CIRCUIT INDICATES OUTLET TO BE MOUNTED 8" ABOVE COULTER HEIGHT. WPM. UNLESS NOM =MEE DOGHOUSE STYLE PEDESTAL RECEPTACLE MOTORIZED DAWEDR 9ERGENCY PUSH BUTTON L1 El MAMA 0 h 0 V fO z 1�1 FIXTURE DESIGNATIONS: W FIXTURE TYPE w SWITCH NO. '2A-2' PANEL 2A CKT f2 2X4 FIXTURE 2142 FIKNRE DLI FIXTURE 1X4 FIXTURE FLUORESCENT STRIPLIGHT PENDANT TUBE FIXTURE CHUNGIRO INCAND.. FLUOR., OR HID FIXTURE CLG IAD) INLAND, FLUOR, CR HIO 1,4441 WMH R CLG MTD INLAND, FLUOR OR HID DOUBLE WALL WA$HER WALL MTD INCANO, FLUOR„ OR HID FD(TLIRE POLE h1TG MAW, FLUOR., OR Ha FD[TUHE calla MiD ECIT SIGN %YAitROYAiS As INDICATED WfLLRFD vat SIGN WARROWS ASINDICATED LIGHTING TRACK • LENGTH OF TRACK AND NO. OF FIOCITJRES AS IJDIGATED ON PLAN. 2X4 FIXTURE ri-DESIGNATES FIXTURE ON NORMMEMERGETCY POWER) 2X2 FIXTURE {"-DESiGMATESFUGUAE ON 1 X FDITURE LTi B FIXTURE ON 1OGt�DESIGNATES FEMME ON KY POWER) FLUORESCENT STRIPUGHT r '-DFSIR(ATE$ MULE ON NORIAALIEIERGBJGY POWER) ONHORMIWEI 4CY POWER) GRATES ROUTE CEILING MOUNii PICA ESGENT, FLUORESCENT, OFti•DESIGNATES FiXTURE ON CEILING MOLR4TTD INCANDESCENT, FLUORESCENT ORIIDWALL WASI ("i-DC-SIONATESFIXTURE ON NORMN.EMERGOICYPONER4 wait Holm INCANDEscENT,FLUORESCENT, OR IID FIXTURE ('i - DESIGNATES FIXTURE ON HORWLEMERGENCY POWER) POLE MOL TEO INCANDESCENT. FLUORESCENT, ORYTLi6 FIXTURE ON K ORMMIEM LIGHTINGTRACK •LENGTH OFTRICK MD NO OF FR(1JRES AS IJDICATED ON PLAN. ��"• DE/DONATES FEATURE ON NORNALMERGENCY POWER) EMERGENCY BATTERY PACT{ 6e BATTERY PACK W NO. OF HEADS AS SHOWN. - INDICATES REMOTE FIXTURES POWERED REMOTE EJAB OEHCY HEAD -'1i INDICATES B ATTERY PPM REMOTE EMERGENCY DNS •'o' FIXATES BATTERY RICK OCCUPANCY SENSORS ©p CID IPO PA$$iVE iNFtARRLED OCCUPANCY SENIOR ULTRASONIC OCCUPANCY SENSOR DUALTEOHNOL OOY OCCUPANCY SENSOR WALL MOUNTED PASSIVE INFRARED OCCUPANCY SENSOR WALL MOUNTED ULTRASONIC OCCUPANCY SENSOR WALL. MOUNTED DUAL TECHNOLOGY OOCUPANY SENSOR INTEGRAL WALL SWITCH/ OCCUPANCY SENSOR TWO -POLE OCCUPANCY SENSOR WITH INTEGRAL SYYiTCHH z 041 E iD El El El DI ❑�. E l. L:=10 tk 0 EL ❑Rs El O E LJ El f_ra DT rar LINJ MANUAL PULL STATION HORN (ONEY} AUDIBLE AND VISEL.E SIGNALLING APPLIANCE CHIME AND STROBE LIGHT FIRE ALARM BELL REMOTE'TROUBLE BELL STROBE LIGHT FREALARA/ $PEAt i-CZLt4GMIT} FPEALARMSPEAKER FIRE ALARM SPELLER WiTH TRUMPET COMBINATION SPEAKERETROBELIGHT -GE JNGMOUNTTD COMBINATION $PEAIISTROBE LIGHT IONIZATION TYPE SHOD DETECTOR PHpTOELBGTRIC TYPE SMOKE DETECTOR THisgmAL ME DETECTOR PHOTOELECTRIC TYPE DETECTOR POR ELEVATOR RECAPTURE 'DERMAL TYPE DETECTOR FOR ELEVATOR SHUNT TRP IONIZATION TYPE DETECTOR NICONNTEO TO DUCT PHOTOELECTRIC TYPE DEFECTOR MOUNTED TO DUCT THERMAL TYPE DETECTOR LOU NTEDTODUCT REMOTE ANNUNCIATOR FOR DETECTOR REMOTE TEST SNHRCH FOR DETECTOR PHOTOELECTRIC TYPE SMOKE DETECTOR YYRH PRAY BIAONXE DETECTOR FOR DOOR HOLDS FLAW SWITCH TAMPER SWITCH PRESSURE SWITCH FOR DRY TYPE SYSTEM ELECIRDhUGNE ICSHUTTERHOLDER LD.ECTROTN GNETIC DOOR HOLDER FRE ALARM SYSTEM AlCT1VATEO DOOR CLOSER MEWLS TELEPHONE JACK CONTROL MODULE MONITOR MODULE BEAM DETECTOR. RECEIVER BEAM DETECTOR • TRANSMITTER FRE ALARM CON IFIOL PANEL FIRE ALARM EXTENDER PANEL ARE ALARM COhLTAAFD CENTER FIRE ALARM ANNUNCIATOR FIRE ALARM PINCH TAPE RECORDER FIRE ALARM DATA GATHERING PANEL FIRE SUPPRESSION CONTROL PAHA FTS SMOIXE OR FRESMOIE DAMPER AUTOMATIC DOOR TELECOMMUNICATIONS OUTLETS PATHWAYS LEGEND CT-KX COYDRED CAKE TRAY (AIM INDICATFp Y 9O(" 2I INCHES} ABOVE CEILING 1? CENTER SPLINE CABLE TRAY 6" WALL MOUNTED CABLE TRAY IADOER CABLE TRAY (WITH NDIWi1 BY ;CC IN FICHES) ROMEO CEILING NC x ia" SCUD OPEN BOTTOM CABLE TRAY CONDUIT ROUTED UNOFJif+ATHt FLOOR SLAB SRR SURFACE MOUNTED RACEWAY SERVING ZONE BOUNDARY EA HORIZONTAL SLEEVE + 4EFMCALCONDUIT JUNCTION BOO( M .p T LIQ 14I' 14111 BA 11BE 141T 14 BF 14 1 errCLG DUPLE( TR.ECAMANUFRCATION$ OWLET TRIPLEX TE.EOOLEIUNICATKONS OUTLET QUAD TELEXASILN CATIONS OUTLET 916PLEx AUDioviSuAL TH.ECOMMLP1CATHDNNS OUTLET SIMPL ClU1DKAASUALTEL€COMMUNICATIONSOUTLETMOUNTED AT NEWT 'O SIMePUEK �LIAL TELECCIMMUMrATIONIS OUTLET mm SILEX EIERGEHCY TELEPHONE OUTLET WALL MOUNTED TELEPHONEurns- FIRE ALARM TELECOMMUNICATIONS OUTLET MECHANICAL SYSTEMS TELECOTANUIO ATIONS OUTLET SIMPLEX TELEOOMMUNK;A110NS OLT11.ET CFJLNG t TED FOR USE WITH WIRELESS ACCESS PONT. TTBRMNA CATEGORY SA CABLE IN BACKBOX 11111114 6W TM- WITHOUT FACEPLATE MSIFLEX IXTRET IMAM MOWED ATBU'AFF� WITHAWIIELES8ACCESS PONT TERFAINATE CATEGORY EA CABLE IN BACKROX WITH 8'. TAIL WITHOUT FACEPLATE DUKE( TELECOMMUNICATIONS OUTLET FOR USE WITH ELEVATOR. 114 x Fe -e X PTir 114x* FLUSttFLOOR �HEOU OBuYi %WNW W TYPE ICAT10Ns OWLET POKE THRU (TYPE AS REQU BY Y1 WITH X TYPE TELECOMMUNCATICNB OUTLET. REFER TO SPECIFICATIONS FOR POKE THRU TYPE INDICATES 7C TYPE OUTLET TO BE MOUNTED V ABOVE COUNTERHEIGHT. TYPICAL UNLESS NOTED OTHERWISE 1411 E)OSTNGIB.ECOMIALINICATLONS OUTLET EXISTING 'TELECOMMUNICATIONS OUTLET FOR USE WITH MREIESS ACCESS PONT EXISTING TELECOM—Inn—IONS OUTLET MOUNTED AT FLOOR Et-l>0.4.*i.1@ FKRIO I DETECTOR If -HEAD MOUNTED:: "C'•CEILING MOWED PUSH PLATE KEY WATCH POSHER RESET PRESENCE SENSOR OCOR MOUNTED SAFETY INTERLOCK KEY OPERATED REMOTE CONTROL RI,TT ELECTRIC STRIKE OPERATOR HEAD JUNCTION POWER. CONNECTION E-OG1 E-1022 E-202.2 E-3022 E-303 E-503 E-700 E-701 DRAWING LIST ELECTRICAL SYMBOLS, ABBREVIATIONS, AND NOTES PARTIAL SECOND FLOOR PLAN - ELECTRICAL DEMOL1110N (PHASE 2) PARTIAL SECOND FLOOR PLAN - LIGFRIINIG (PHASE 2)) PARTIAL SECOND FLOOR PLAN - POWER MID SYSTEMS (PHASE 2) PARTIAL NORTH PENTHOUSE PLANS - POWER AND SYSTEMS (PHASES 1 AND 2) ELECTRICAL DETAILS LIGHTING FIXTURE SCHEDULE AND FEEDER SCHEDULE ELECTRICAL SCHEDULES AND PARTIAL ELECTRICAL RISER DIAGRAM 00/14/8014 Isom= POR TAME II 100% CD 4 12/10/2012 ISSUED FOR BM 3 11/13/2012 Ns= TOR PIIIAL ERTEN 8 09/20/2012 ISSUED MOOR 75% CD 1 08/20/2012 IRl3URD FOR SD ESTIMATE No. Date Reriolon MECHANICAL manalatE Ranter, 440 Morgan Center 101 East Diamond Street Butler, PA 18801-0928 (724) 477-1257 p Project Titae CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca New York 14853 Drawing Title ELECTRICAL SYMBOLS, ABBREVIATIONS, AND NOTES Job No - 1 206 o. 1206 03/14/2014 Approved MAM PMP Drawing No. E-001 682 T.zburtost Manus on Badman, NY 10708 914 4 9877 AreiLitentll Landiespe irell testa Interior Arebiteota PETER GISOL'I ASSOCIATES Architects LaoRIAcape Architects Interior Architects (TYPICAL) 3 4 6. -7 1 I I I f 1 I 1 I 1 I I ±---------- I I I GENERAL NOTES N 1 PERMANENTLY REMOVE ELECTRICAL EQUIPMENT, LIGHTING FIXTURES, JUNCTION BOXES, ELECTRICAL DEVICES AND ASSOCIATED VIRE, CONDUIT, ANDICR JUNCTION BOXES. 2. REMOVE ABANDONED CONDUIT, WIRE, JUNCTION BOXES, ETC. WITHIN DEMOLITION AREA EVEN THOUGH THEY ARE NOT SHOWN ON PLAN. 3. TELECOMMUNICATIONS CABLING DISCONNECTION FOR DEMOLITION SHALL BE DONE BY THE OWNER. REMOVE ASSOCIATED WIRE, CONDUIT AND JUNCTION BOXES BACK TO EXISTING TELECOM ROOM 3 AND COORDINATE WORK WITH OTHER TRADES. 4. POWER OUTAGES SHALL BE FOR MINIMUM DURATION AT OFF - HOURS AS DIRECTED BY THE OWNER. 5. THE CONTINUITY OF EXISTING CIRCUITS THAT MAY BE INTERRUPTED BY THE ALTERATION, EVEN THOUGH THEY MAY NOT BE INDICATED ON THE DRAWi1*IGS, SHALL BE 6. ELECTRICAL EQUIPMENT, FIXTURES, ANDIOR DEVICES SCHEDULED DURING DEA�INOR TO OLITION BE RELOCATED BE D WITH SIMILAR TYPE AS APPROVED VINE OWNER, AT NO ADDIT1OINAL CHARGE TO THE OWNER 7. PATCH HOLES AND REPLACE DAMAGED MATERIAL CAUSED BY DEMOLITION WORK HOLES INFLOOR SLABS SHALL BE FILLED WITH FIRE SAFING. 8. IN TETE EVENT THAT DEMOLITION WORKAFFECTS THE ELEICAL EQUIPMENT THAT ISOTO REMAININSTRUCTURAL OFG CE, SHALL BE RE -SUPPORTED IN ACCORDANCE WITH ALL APPLICABLE 9. PROVIDE TEMPORARY POWER AND LIGHTING FIXTURES WITH LAMPS OF WATTAGE REQUIRED FOR ADEQUATE ILLUMINATION. TEMPORARY LIGHTING FIXTURES AND WIRING SHALL REMAIN IN PLACE FOR USE BY CONTRACTORS. REMOVE FIXTURES AND WRING AT THE COMPLETION OF THIS PROJECT. 10. THE REMOVAL OR RELOCATION OF EXISTING ELECTRICAL EQIIIPbIEIdT PRESENTLY CONCEALED IN STING CONSTRUCTION SHALL BE COORDINATED WITH THE GAINER PRIOR TO REMOVAL OR RELOCATION. 11. THE OWNER SHALL REVIEW EQUIPMENT ITEMS INDICATED FOR REMOVAL REMOVE ALL EQUIPMENT THE OWNER WISHES TOREETAINTOASI1EASDESIGNAT )BY THE OWNER. REMOVE PROMPTLY FROM SITE ALL MATERIALS AND EQUIPMENT INDICATED FOR REMOVAL, WHICH ARE NOT SPECIFIED FOR REUSE, STORAGE, OR RETAINED BY THE OWNER. 92 INFORMATION SHOYhfFIONTHIfiDRAWWGPERTAINING ONTO EXISTING OONDITIOI�IS HAS BEEN QBTAINEQ FROM AVAILABLE BUILDING DRAWINGS OR GENERAL FIELD OBSERVATIONS AND MAY QR MAY NOT INDICATE ACTUAL EXISTING CONDITIONS IN DETAIL OR DIMENSION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL EXISTING CONDITIONS PRIOR TO FABRICATION OR PERFORMANCE OF ANY WORK SHOD CONDITIONS BE DISCOVERED THAT PREVENT THE EXECUTION HE WORK AS INDICATED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING AND AMU DIRECTION BEFORE PRECEEDING WITH THE WORK EGENCSYSTEMSSCH]UED FOR REMOVAL AND LOCATED AT LIFE SAFETY LOCATIONS SUCH AS STAIRWELLS, ELEVATORS, AND OTHER MEANS OF EGRESS SHALL BE MAINTAINED OPERABLE UNTIL THE NEW SYSTEM IS IN OPERATION. 14. REMOVE ALL DEVICES INWALL TOBEDEMOLISHEDEVEN IF NOT INDICATED ON DEMOLITION PLAN- MAINTAIN CONTINUITY OF CIRCUITS SERVING, DEVICES OUTSIDE OF CE LITS OF SCOPE WORK 15, PROVIDE ONE TEMPORARY HEAT DETECTOR FOR EVERY 900 SQUARE FEET OR FRACTION THEREOF AND IN EACH ROOM AS IT IS ENCLOSED. THESE HEAT DETECTORS WILL AC'CIYEANDIIASERVICEUNTILALLSMOI(EDET1:G"fORS INDICATEd ON THE POfE1 fdD SYSTEMS PLA#+i,S ARE INSTALLED, TESTED, AND FULLY OPERATIONAL AT THAT TIME, REMOVE THE HEAT DETECTORS AND TURN OVER TO OWNER, 1B. THE ELECTRICAL CONTRAdCTOR IS RESPONSIBLE FOR THE AND CEILING TEMPORARYMOUNTIE} aDECTRICAI. DEVICES NASTALLED FIXTURESTORAGE Cf ALL UGHTING DURING PHASE 1 IN CELRNGS THAT IMLL BE REMOVED BY THE MECHANICAL CONTRACTOR AS PART OF THIS PHASE. AFTER THE WORK IS COMPLETE THE ELECTRICAL CONTRACTOR SHALT_ REINSTALL ALL FIXTURES AND DEVICES. AM ALL DAMAGE TO THE 3 FIXTURES CAUSED BY THE PROCESS SHALL BE CORRECTED BY THE ELECTRICAL CONTRACTOR AT NO ADDITIONAL. CHARGE TO THE OWNER. - SMR SMR I SMR l � SMR ' � ' ! ' 1 I I . �_. ► $'fir !. '•11` n .... ,� ^_�_�, I I _—_ — — — — -- — �- —_— _—_�._�_ l •- --------- - — - — - — - — - ----------------- — �!� _ k. .�I : Y,-�_—__....-_.._. - __,_.__--1 I .;—__...__ li `I I y�� I 7 / .J'r I I W W W { I I - m I / / i • I I I -�,��1� iii,/ f' , r f f f _,' / / !f ❑ I I I I I I 1 1 I # 1 / / f 1 ../:./ ' ,/ Ili : '. - _- - ETR I# - ® --- �.-. -..,.. w .. �• I I •m:;:. w:mm:M m w.m� ' I I I �'� ' / .^ V 1 r j i 8 EXISTING TR 3 ` ETR 1 1 1 I I , f k . 1 U 3 I I I f r �__ 1— 1 L I / ,Ari_.... N +- --F- ' _ _ _, --_�_—_ _�fF _ ___ _ _—__ _� __ _ _ _- ---�-F --- ___ _ _ . ___ _ _—. __ — — ` �. _ -------_�_ - _------____ _ _ _ _ -----� �_ _ « _ ____ _ _ _ _ — r ° _ irR _ti ---- �R- r'-- , I I f f / J / f + r _ I _____/- L - I L f � 1-- — �.::-::rte:: ..— �� I f: f ii ` !/ � FA ;� . CABINETIY-ZsuR J ❑ 1 I 1 I / r i / —S I I I �r ''`' ,� /// `/ / �/ / �, /`� 1 / / / ` /r/ f 6 ❑ LP -214 T 7€ I ETR I I f i / / 1 -,,� f . 1 I r f ; , , f j// ` ' / , f r 4 LIRI-'2r I r 6:03 f I 1 +' rfl y, / _SIR-- ,"•- `'""` — --_-" w _ I ' �� / "� r I € m I ' © i' / / / / r f' / f/ ; '/ /`} •f/ • r /` ,-` f-'OV=1 00r'. {� // �" Y` f" ., . E ^Y'1 1I �•, br— I /-7, y''! ,� 1 y .I ETIR.... I j / !! ` //. t. //J ' f jJ1VI#!J �/'` �i € ;� f r,''�+r / ,/ / /13. � AlI / I f J �' r , I f I • /� / I __, i 'r =%i _ _� At or i, ce -., / 0 :f = J / , r 1 P ---� 1 ---------� —W ----�-�y---- /j •f f; �� _ f, - // _ �!� v ' =, f� - - _ _ __—_ ---- I -----,— �W==-• _ _ -- _r- � ' f i/ ♦; ' ' ' ," f rr ,/ / . // r ' f``f f JJ/ ,'` f.` /f; '• f= ` IABor � f f // 7 I , f i �/ ;`::� '' / i% �' / f I j t �' i s ` I r /!� .,� J i` [; � / } ` r rr, . 1 fi ,`' f °► f ' i.AFAF /~ .� I , 1 f f 6 03/14/2014 I FOR PARSE II 100E CD 12/10/2012 � Fon $m f/ `,.- f I� ! Orf . - jrl , ' ' ' / AP" a i#/saJ2oi� FINAL REVIEW / J � /r' f///,` / I /, f'' / .P. / /` f / , r� r f ; l /I r , ` / : / 'i :�.._1 _ fr ` / / -- - - �� _ I I € 06/20/9015 ISSUED 7set [D 1 03%20/8013 ISM= FOR 3d IMMUNE l F f r� f. s / •,i'Y ` /' 1 ; ; r'` / % **� u .6- _w._ f., _.a ® 1 No. Data Revision t r //` , f,, �� • / r ' / `` r / I % ` / ! f/ f f` r :- 'j'J // f' // / ' ' ; • ` r / 1 /fr � : r r ETRIt + ETR CAI. ENGINEER mtea #QO Center 101 Rost Diamond Street Nutter, PA 10801-3905 7 j X77 -i 7 ,: f / f / r`/ I / , ' i ; ` f f -- / ... - 'I { F r,!/ ry '/ / { I�.`f �� ( / VOW /:— fJ / �� ' 1 1 j / / /' !/ �rid J /' I: . %,` /` / ^ !., ` ` ; C'I r /// / f .. I !/ /�. / / � I / ,//` ;� /• �, / _. TD ETR-., 1 {-�/ /r // !� ffr:: /f/ ff r J t- r,' f/+ / / / f 7 / , . fff r s r /f r '`/ / r/ / � / / / %J ` r II rr r f � / /k , I �� r� j .4VP0.4Li/ - 111 , ,I �/ i/ 07757 A ;F � `I r �, {`{ I EYNOTES rr %% / J' i � / a 1 2 ❑ 13 5 6 ID 08 E9 10 ® 12 FISTING LIGHTING FIxTURES AND ELECTRICAL. DEVICES IN THIS AREA SHALL REMAIN UNLESS OTHERWISE NOTED. REMOVE EXISTING LIGHTING Fin-RESAND ELECTFOCAL DEVICES IN THIS ARIrA UNLESS OTHERWISE NOTED. REMOVE ASSOCIATED‘110 BRANCH CIRCUIT WIRING BACK TO SOURCE. EXISTING SURFACE FOETAL RACEWAY ALONG BOTTOM OF CABINET SHALL REMAIN. EXISTING ELECTRICAL PANEL TO REMAIN. EXISTING TELECOMMUNICATIONS ROOM [TR 3 TO REMAIN, MAIINTAINCONNECTIONSTODEVICESOUTSIDESCOPEOF DEMOLITION. EXCISTING TELECOM OUTLETS SHALL BE DEMOLISHED TO THIS TELECOM ROOM. EXISTING FERE ALARM CABINET TO REMAIN. RELOCATE EXISTING DEVICES TO BE FLUSH MOUNTED IN NEW WALL REMOVE AND RELNSTALL LIGHTING FOOT'URES AS NECESSARY FOR NEW FIRE PROMOTION INSTALLATION. SUPPORT EXISTING LIGHTING TO ALLOW CEILING TO BE REMOVED. REMOVE EXISTING CABLE TRAY MOUNTED ON THE WALL EXISTING TELECOM CABLES SHALL REMA X AND BE INSTALLED ON OPEN TOP CABLE SUPPORTS ABOVE TEE CEILING. REMOVE AND REINSTALL EXISTING FIRE ALARM DEVICE. REMOVE EXISTING SPECIAL RECEPTACLE, 0 4' 8' 16' J . . "" f, , �' fir` f If . / ` f ,, I ._ ,// / '% a /, / f, r J/r j'` ,/ / ! �% • '� fr f / ,,,.,+ I ± f ` -r` € /f/ rte. /►,. ; / /, ,•f �' ` , l / / / /I/ fry • J' r / "' • ` /i ' / / J ! / / ' % ; r' / f / /'r m •fir / J',-� ' I ' Title �] r :/L 3� I��I:J�J CLARK LEARNING FACILITY CORIELL UNIVERSITY IT R 142 Sciences Drive Ithaca, Neer York 14853 / / f� J / // f/` //,� r' / ` ' rr J'' / fI I ,/ff / } / IF '� / / : + I� /J r r r f . r / / ` l 1 / r / / r 1 ;f •; - . , / 1 , . r / /' jj' ff f/ / / l / !/ / r J •/r �f .// �-- r ft' / • j j./' �I / / / f ` i 13 i t ,.- F, F- r' r l Ii f !' /r l a .. & a ....... 11 I � ! (1)_...,y I I I s , l f :'` / • / iE1 : f _ ' f T= �. ---------E-1---- ---- -- — - / ..-....= _�- ; _ 7- _ / - -.... _ _..,_ _ _,.., _ -- — .1 f �Wir` -. f r �.._, M,.... r �._ 4 _ / �= / /'.` !' // / I ,t >;' ` / �y' /` / /` .,ff ' / Ar J / W r / , r, / /J/I° 'J rr//,' // f f + 1 �.' iy'/, f' f,• r' J r i I } ,/ JI i _ / ' 1 I/ // ' I._. I 1 .�.-,..__...w.....,._.._.,I. .., I priming nue SECOND FLOOR PLAN — DEMOLITION (PHASE 2) • PARTIAL SECOND FLOOR PLAN - ELECTRICAL DEMOLITION (PHASE 2) sQele Job No. D »_ - f 1:0 1� 03/14/2014 Drams No. -- 1/8"=1' -OF I - Cinched - Approved MANN PMP E-102.2 006 Warburton Avenue Architects uda0n, NY 10700 Metier Architects :aux chitects PETER GISOLFI ASSOCIATES Architects Landscape Architects Interior Axcbiteota new FR3o FR30 FR30 • LP -2N-286 LP -2N -26b LP -2N -26b SEtvIINAR LP-2N-26EK 26a �FR1D LP -2N-26 FRIO LP-2N,26a/ FR3 LP -2N -28d FR3 LP -2N -28d FR3 LI OFFICE FS1 D LP -2N28 LP -2N-26 LP -2N-26 EFR1D LP -2N-28 LP -21.28 LP -2N -28b - '4-28b LR -2H -28b FSI LF-2X28a -2N-28c FPIB 71FR1D LP -2N-26 FDF R1Q LP -2N-26 ®FR1D LP -2N•26 Ate/' r 011 Ori .rrwatww■I g jire ,,,p 0PARTIAL SECOND FLOOR PLAN -LIGHTING (PHASE 2) GENERAL NOTES 1. REFER TO UGHTINC3 FIXTURE SCHEDULE ON SHEET E-700 FOR LIGHTING FIXTURE TYPE, DESCRIPTION, LAMPING, ETC. 2. PROVIDE ALL OCCUPANCY SENSORS WITH AN ISOLATED RELAY FOR INTEGRATION WITH HVAC. 3. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY REMOVAL AND STORAGE OF ALL LIGHTING FIXTURES AND CEILING MOUNTED ELC-CTRICAL DEVICES INSTALLED DURING PHASE 1 IN CEILINGS THAT WILL BE REMOVED BY THE MECHANICAL CONTRACTOR AS PART OF THIS PHASE. AFTER THE WORK IS COMPLETE, THE ELECTRICAL CONTRACTOR SHALL REINSTALL AU. FIXTURES AND DEVICES. ANY DAMAGE TO THE FIXTURES CAUSED BY THE PROCESS SHALL BE CORRECTED BY THE ELECTRICAL CONTRACTOR AT NO ADDITIONAL CHARGE TO THE OWNER. KEYNOTES 1❑ PROVIDE CONNECTION TO NEAREST AVAILABLE 120V, 1 -PHASE NORMAUEMERGENCY BRANCH CIRCUITCURRENTLY SERVING THIS AREA BRANCH CIRCUIT SHALL NOT EXCEED 16 AMPERES. IF BRANCH CIRCUIT EXCEEDS 16 AMPERES, PROVIDE ADDITIONAL BRANCH CIRCUITS FROM NEAREST AVAILABLE 277V NORMAL/EMERGENCY PANEL El REINSTALL. EXISTING UGHT FLXTURE. ❑3 PROVIDE CONNECTION TO DOTING 277V,1 -PHASE BRANCH CIRCUIT WHICH CURRENTLY SERVES THE UGHTING IN THIS CORRIDOR. 0 4' 8' 16' 03/14/2014 ISSUED FOR PAID H 100% CD 4 12/10/2012 ISSUED FOR BID 2 11/13/2012 ISSUED FOR FINAL REVIEW 2 09/28/2012 ISSUED POI 75% CD 1 00/20/2012 ISSUED FOR SD ESI' IA!'l: No. Dat Revision MECHANICAL ENGINEER Stanton 400 Morgan Center 101 East Di*amnd Street Butler. PA 1060t-6923 (724) 477-1257 Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14B53 Drawing Title PARTIAL. SECOND FLOOR PLAN LIGHTING (PHASE 2) Dab No. Date 1 Drawing N 1/8"=I' -O" 1208 03/14/2014 PMP Approved E-202.2 600 Tarp Acme Hastings on Hudson. NY 10 014 470 3077 Architects Landscape Architects Interior Architects PETER GISOLYI ASSOCIATES Architects Landecaoe Architects Interior Architects LILY OFFICE 75 SEMINAR — 15Q COQ EXI$TJNGjTR 3 11 i 5E1-11IsIAR • f • ' 7="7,4011 .. MAMMEMMEMMMOKOADMffAOMWWWWWWWOMMXMEMMERMOM • ,- rr . Ai errs .ri r=t bra c F 1` 0 SECOND FLOOR PLAN - POWER & SYSTEMS (PHASE 2) GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY REMOVAL AND STORAGE OF ALL LIGHTING FIXTURES AND GEEING MOUNTED ELECTRICAL DEVICES INSTALLED DURING PHASE 1 IN CEILINGS THAT WILL BE REMOVED BY THE MECHANICAL CONTRACTOR AS PART OF THIS PHASE. AFTER THE WORK IS COMPLETE, THE ELECTRICAL CONTRACTOR SHALL REINSTALL ALL FIXTURES AND DEVICES. ANY DAMAGE TO THE FIXTURES CAUSED BY THE PROCESS SHALL BE CORRECTED BY THE ELECTRICAL CONTRACTOR AT NO ADDITIONAL CHARGE TO THE OWNER, 2. TELECOMMUNICATIONS DEVICES IN THIS AREA TO BE SERVED FROM EXISTING TR 3. KEYNOTES ❑1 EXISTING PANEL TO REMAIN. ® PROVIDE 120V POWER FOR HVAC CONTROLS. MEND FROM PHASE 1 CONTROL POWER. E3 PROVIDE 120V POWER FOR FIRE SMOKE DAMPERS UNDER PHASE 2. EXTEND FROM PHASE 1 FIRE SMOKE DAMPER POWER. I _f TO SPARE 20A -1P, 120V Cu curr BREAKER IN PANB. LPL -2 MADE AVAILABLE FROM DEMOLITION PHASE. PROVIDE (2)#12+#12G IN 314' CONDUIT Q E)CFEND CABLING FROM EXISTING IR 3 TO TELECOMMUNICATIONS DEVICES IN PHASE 2 THROUGH CONDUIT PROVIDED AS PART OF PHASE ONE. ROUTE CABLING TO TELECOMMUNICATION DEVICE LOCATIONS IN OPEN TOP CABLE SUPPORTS. PROVIDE PATCH PANEL IN TR 3 FOR OUTLET TERMINATION. ® PROVIDE 12' WIDE CABLE LADDER RACK FOR SUPPORT OF EXISTING TELECOM CABLES. MOUNT TRAY ABOVE CORRIDOR CEILING. 7 INSTALL OUTLETS IN ALUMINUM BASE. RUN FLEXIBLE CC NDUff THROUGH ALUMINUM FRAME. DISCONNECT CABLES FROM PATCH PANEL AND PULL BACK TO CORRIDOR 200CE TO FACILITATE RAISING CABLES ABOVE CEILING, CUT NEW HOLE IN CORRIDOR WALL TO ALLOW RELOCATION OF TELECOM CABLES TO ABOVE CEILING. FIRE SEAL BOTH THE EXISTING AND NEW WALL PENETRATIONS. RAISE EXISTING TELECOM CABLES TO BE MOVE CEILING. SUPPORT CABLES FROI44 OPEN TOP CABLE SUPPORTS (SHOOKS). REINSTALL EXISTING WIRELESS DEVICE TO NEW CEILING. 12 REINSTALL EXISTING FIRE ALARM DEVICE ON THE NEW CEILING. 13 PROVIDE A 4"x4' JUNCTION BOX ABOVE CEILING NEAR PROJECTOR LOCATION AND A 4'x4' JUNCTION BOX FLUSH MOUNTED IN WALL WITH 1-1/4" EMPTY CONDUIT BETWEEN BOXES. COORDINATE EXACT LOCATION OF BOXES WITH PROJECTOR AND FIELD COND4TIONS. 0 4' 8' 16' 0 03/14/2014 4 12/10/2012 S 11/13/2012 2 09/88/2012 1 OO/20/2018 No. Date ISSUED FOR PARSE B IOOX CD KCAL ENGINEER Stantec 400 Margam linter 101 Beet 'Diamond Street Butler. FA 10001-0023 (724) 477-1257 Stamp Project Ttt3a CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title SECOND FLOOR PLAN — POWER AND SYSTEMS (PHASE 2) Job No. Dote 1/8"=1'-0" 1206 03/14/2014 E-302.2 PETER GISOLPI ASSOCIATES EXISTING AHU-6 TO REMAIN UNDER PHASE 1 PARTIAL NORTH PENTHOUSE PLAN POWER AND SYSTEMS (PHASE 1) 1/8" -i' -O' i I i 1 PARTIAL NORTH PENTHOUSE PLAN POWER AND SYSTEMS (PHASE 2) 118"-=1'.0" GENERAL NOTES 1. REFER TO SHEET & 70I FOR ELECTRICAL RISER DIAGRAM AND SCHEDULES. 2. REFER TO MECHANICALORAWINGS FOR EQUIPMENT, STARTER, AND VFD LOCATIONS. 3. REFER TO MECHANICAL DRAWINGS FOR EQUIPMENT TO BE REMOVED. DISCONNECT AND MAKE SAFE PRIOR TO REMOVAL. KEYNOTES 1 NOT USED. O NOT USED. LTJ REMOVE EXISTING PANEL PROVIDE PANEL AS SCHEDULED. MODIFY, EXTEND, AND RECONNECT EX ISTD1G FEEDERS AND BRANCH CIRCUITS AS REQUIRED TO TERMINATE IN NEW PANEL ® PROVIDE 120V CIRCUfF FOR AHU LIGHTING. COORDINATE EXACT LOCATION WITH AMU MANUFACTURER. ID PROVIDE ENCLOSED COMBINATION STARTER FOR EXISTING AHU-6 TO REMAIN UNDER PHASE 1. MATCH EXISTING STARTER TO BE REMOVED WITH MCC. FEED FROM LPX -3 AS INDICATED. EXTEND EXISTING CONTROL WIRING FROM MCC TO ENCLOSED STARTER ® REMOVE EXISTING ENCLOSED CO MIBINATION STARTER. 0 4' 8' 16' 49/14/2014 ISSUED FOR PARS I1 loom co 4 12/10/2012 ISSUED POR DID 3 11/13/2012 IssUED Fon E1MAL REVIEW 2 09/20/2012 188[120 FOR 75E CD 1 06/20/2012 132[120 FOR 88 ESTIMATE No. Date Emblem MECHANICAL ENGINEER Stant ee 400 1[organ Center 101 East Diamond Street Butler, PA 16601 -4823 (724) 477-1267 Stamp Pro jest Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title PARTIAL NORTH PENTHOUSE PLANS - POWER AND SYSTEMS (PHASES 1 AND 2) lob No, Data 1/13"= 1' -0" 1206 03/14/2014 Drawn Checked Approved MANI PMP Drawing No. E-303 668 Warburton Amine Architects SseUngs en iladean, NY 10706 Iaadreape Architects 014 470 3077 Interior Arclulteah. PETER GISOLFI ASSOCIATES Arcbtlects Landscape Architects Interior Architects , . TELECOMMUNICATIONS OUTLET TYPE AND SYMBOL 14 D , wfii�� .�iA1� 141 T �rii,i,If P.4t y Cig r m O u117*� shII 4 � ri, 4 BA • a4yM3� * 01 SW ■ 7a r �r �i 1: •, {SSS POINT. P 0 JACK CJ688TG CAT O RJ 45 CJ688TG CAT 6 RJ 45 CJ688TG CAT 6 RJ 45 CJ688TG CAT 6 RJ 45 CJBXBSTG CAT 8A RJ 45 TERMINATION 568A 568A 568A . 568A 568A CSAbiY E O N l T ebkikarany FiltiffigiFteirrp 669fikt1T'P EWAII/MTP 8010549r4193Roo UTP CABLE COLOR ' BLUE BLUE BLUE BLUE BLUE I JACK COLOR IVORY IVORY IVORY IVORY IVORY • P 0 JACK CJ688TG CAT6RJ45 • CJ888TG CAT 8RJ45 CJ68BTG CAT 6RJ45 NONE NODE ` TERMINATION 568A 568A 568A SPACE WITH BLANK MODULE bCAALEITYFIE UN ��P e�TP� 3r NONE CABLE COLOR BLUE BLUE BLUE NA JACK COLOR IVORY IVORY IVORY IVORY P 0 JACK NOW CJ68 G 45 CART 6 R,! 45 NONE — TERMINATION SPACE WITH BLANK MODULE 568A 568A SPACE WITH BLANK MODULE 0 N HOPE �1TP NONE NONE CABLE COLOR NA BLUE BLUE NA JACK COLOR IVORY IVORY IVORY IVORY P 0 JACK NONE NONE NONE TERMINATION SPACE WfTH BLANK MODULE SPACE WITH BLANK MODULE 568A SPACE WITH BLANK MODULE tAIILETYPE 0 N NOIIIE NONE NONE ---- CABLE COLOR NA NA BLUE NA JACK COLOR IVORY WW uW IVORY IVORY IVORY 15 O JACK NONE NONE NONE TERMINATION SPACE WITH BLANK MODULE SPACE WITH BLANK MODULE SPACE WITH B1.ANK MODULE SPACE WITH BLS{ MODULE T6itLE4E O N NONE NONE NONE NONE CABLE COLOR NA NA NA NA JACK COLOR IVORY IVORY IVB IVORY TYPICALOR LOCATION SMR MOUNTING HEIGHT AS NOTED SMR MOUNTING HEIGHT OR AS NOTED ON WORK SURFACE OR AS NOTED COORDINATE WITH . AV EQUIPMENTWALL WIRELESS ACCESS POINT, OR CEILING MOUNTED ' UNLESS NOTED OTHERWISE TELECOMMUNICATIONS OUTLET SCHEDULE NTS POSITION 1 ---- POSITION 2 POSITION 3 POSITION4 RN -ON CEO POSITION 5 POSITION 6 - POSITION POSITI 3N 8 TYPE "DM TELECOMMUNICATIONS OUTLET NTS NOTES: 1. PROVIDE DOUBLE GANG PLASTER RING POSITION 1 POSITION 2 POSITION 3 POSITION 4 RN ■-■ 1 POSITION 1 POSITION 2 POSITION 3 POSITION 4 POSITION 5 POSITION 6 POSITION 7 POSITION 8 POSITION 1 POSITION 3 POSITION2 POSITION 4 TYPE "Q" TELECOMMUNICATIONS OUTLET A TYPE "BA" TELECOMMUNICATIONS OUTLET NTS NOTES: 1. PROVIDE DOUBLE GANG PLASTER RIG POSITION 1 TYPE "SW" TELECOMMUNICATIONS OUTLET NTS POSITION 5 POSITION 6 POSITION 7 POSITION 8 TYPE "T" TELECOMMUNICATIONS OUTLET NTS NOTES: 1. PROVIDE DOUBLE IS GANG PLASTE MOUNT ON FINISHED CEILING (OR WALL MOUNTED AS REQUIRED) IN UL RATED ASSEMBLY APPROVED FOR USE IN PLENUM SPACES. NTS NOTES: 1. PROVIDE SINGLE GANG PLASTER RING ANGLED HANGER BRACKET 318" THREADED ROD TO STRUCTURE CONTRACTOR OPTION TO PROVIDE FLANGE CLIP, BEAM CLAMP, OR C AND Z PURLIN CLIP IN LIEU OF THREADED ROD WHERE APPROPRIATE 2" DIAMETER LOOP J -HOOK LAY -IN CEILINGS r DIAMETER LOOP J -HOOK BOLTED OR SCREWED TO METAL STUDS OR PARTITION ABOVE CEILING. NOTE: CABLE SUPPORT ASSEMBLY SHALL BE PROVIDED ' ABOVE ALL CORRIDOR LAY -IN CEILINGS TO SUPPORT CABLING. CONTRACTOR SHALL HAVE OPTION OF PROVIDING ji EITHER OF THE ABOVE ASSEMBLIES WHERE REQUIRED. TOTAL NUMBER OF J.HOOK S lOPEN TOP CABLE SUPPORTS] SHALL BE EQUAL QUANTITY AS RECOMMENDED BY MANIJFACTURF�t BASED ON NUMBER OF CABLES INSTALLED PLUS 50% SPARE CAPACITY. DIFFERENT CABLE TYPES SHALL BE SUPPORTED BY SEPARATE J•HOOKS. (1 OPEN TOP CABLE SUPPORT DETAIL NTS 03/14/2014 ISSUED FOR PARSE 11 100% CD 4 12/10/2012 SUED POR BID 11/13/2012 ISSUED FOR FINAL REVIEW 00/88/2012 ISSUED FOB 75% CD 1 05/20/2012 ISSUE FOR SD ESTRIATE Na. Data Revision stoma, 400 Mmisn canter 101 East Diamond Street Butler. PA 10001-5023 (784) 477-1257 Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 sciences Drive Ithaca, New York 14853 awing Title ELECTRICAL DETAILS Job No. Date NTS 1206 03/14/2014 Drawn Checked Approved MAM PMP Draalnj E-500 see T.zburton. Joromme lir=oea Budin. !4Y 10706 5977 landscape Architects interior Archtteota PETER GISOLFI ASSOCIATES Ashitects Lau cape Architects Interior Architects COPPER FEEDER SCHEDULE IDFixture � FIXTURE DESCRIPTION TYPE 4 225 WATTS 1 2 0R 3 4 4N i LT 11211, 2W, +G 1PH, 3W, +0 or 3PH, 3W, 4G 3PH, 4W, 40 3PH, 4W, +G, AND 200% N TYPE 12' LINEAR FLUORESCENT INDIRECT PENDANT 1.3 10 (2)#12&(1)#12G -3/4"C (3)#12&(1)#12G -314"C (4)#12&(1)#12G -3/4'C (4)#12&(1)#12G -314'C LED EXIT SIGN, EDGE UT, RED LETTERS, 15 (2)#12&(1)#12G -314"C (3)#12&(1)#12G -314"C. (4)#12&(1)#12G-3/4'0 (5)#12&(1)#120-314'0 20 (2)412&(1)#12G-314*C (3)#12&(1)#12G-31.VC (4)#12&(1)#12G -3/41C (5)#12&(1)#12G -3/4"C 25 (2) #1O & (1)#100-314"C (3) #10 & (1)#10G -3!4"C (4) #10 & (1)#10G-3l4'C E (5)#10& (1)#10G -314"C 30 (2)#10&(1)#10G -314"C (9)#10&(1)#10G -314"C (4)#10&(1)#10G -3/4"C (5)#8&(1)#10G -VC 35 (2)#-8&(1)#1DG-314"C (a)#B&(1)#10G-314'0 (4)#8&(1)#100-314"C (6)#6&(1)#10G -1"C 40 (2)#8&(1)#10G -314"C (3)#8&(1)010G-3i4'C (4)#8&(1)410G -314'C (5)#6&(1}#100-1'C 45 (2)#6&(1)#1DG-3/4"C (3)#6&(1)#10G -314'C (4)#6&(1)#100-1"C (5)#4&(1)#100-1114"C 50 (2) #6 & (1)#10G -314"C (3)#6&(1)#10G -314"C (4)#6&(1)#100-1"C (5)#48(1)#BG-11M,0 60 (2)04&(1)#1DG-VC (3)#4&(1)#10G -1'C (4}#4&(1)#100.11/4'0 (5)#3&(1)#BG-1112"C 70 (2)#4&(1)#8G -1"C (3)#4&(1)#8G -1114"C (4}#4&(1)#8G-11/4'0 (5)#2&(1)#8G-1lir C 60 (2)#3&(1)#8G -1'C (3)#3&(1)#8G -11/4'C (4)#3&(1)#8G -11/4"C (5)#1&(1)#8-2*C 90 - (2)#2&(1)#B -1'C (3)#2&(1)#8-11/4"G (4)#2&(1)#8-11!2"C (5)#110&(1)#6G -2"C 100 ` (2)#1&(1)#80-11/4'C (3)#1&(1)#8G-1112'0 (4)#1&(1)#8G -11!2"C (5)#110&(1)#6G -2"C 125(2)#1&(1)#6G -11/4"C (3)#1&(1)#6-1112"C (4)#1&#6G -11/2""C (5)#210&(1)#GG-2112"C 150. (2)#110&(1)#6-11/4"C (3)#110&(1)#6G-11/2*C (4)#110&(1)#6-2"C (5)#310&(1)#6G -2112"G 1T5 (2}#210&(1)#6G -1112'C (3)#2!0&(1)#60-2"C (4)#210&(1)#6G -2"C (5)#410&(1)#4G -3"C 200 (2)#310&(1)#6G-1112"0 {3)#310&(1)#6G-2'C(4)#3/0&(1)#6G-2"C (5)250 Kea &(1)#4G -3'C 225 (2)#4/0&(1)4k4G-2"C (3)#410&(1)#4G -2'C v (4)#410&(1)#40-21/2"C (5)350kCm11&(1)#4G-31/2'C 251E (2) 250 kCmil & (1) #4G - 2' C I (3) 250 kCmi & (1) #4G - 2112" C (4) 250 kCml & {1) #4G - 3' C (5} 500 kCmi & (1)1/3G - 4' C 300 (2) 360 kCmil & (1) #4G - 2' C (3) 350 kCmi & (1) #4G - 2112" C (4) 350 kCml & (1) #4G - 3' C (5) 500 kCrt4 & (1) #3G - 4" C 350 Crril & (1) #3G - 2 0 (2) 500 k 117" (3) 500 kCnril & (1) #3G- 3" C (4) 500 kCntl & (1) #3G- 31/2' C (2) 0 EACH WITH (5)#410&(1)#2G 400 (2)500kCml&(1}#3G-21/2"C (3)500kerrrl&(1)43G-3"C (4)500ikCt i&(1)#3G-3112'0 . (2)3"CEACH OATH (5)250kCml&(1)#2G 450 (2) 2" C EACH WTH (2) 4410 8 (1) #23 (2) 2' C EACH WTH (2) 21/2" C EACH WITH (3) #410 & (1) #2G (4) #410 & (1} 42G (2) 3112" C EACH WITH (5) 350 kCnril & (1) #10 500 (2) 2' C EACH WITH (2) 250 kCmil 3 (1} #2G (2) 2112" C EACH WITH (2) 3* C EACH WITH (3) 250 keml & (1) #2G (4) 250 kCmi & (1)42G (2) 4" C EACH WTH (5) 500 kCml & (1) #1/0G E 1100 (2) 2112" C EACH WITH (2) 350 WM & (1) #1G (2) 21/2" C EACH WTH (2) 3' 0 EACH WTH (3)350kCmi&(1)#1G (4)350kCmi &(1)#1G {2) 4' C EACH WTH • (5)50DkCnil&(1)#1/OG 800 (2) 2112" C EACH WITH (2) 500 kCtrrl & (1) #1/DG (2) 3` C EACH WITH (2) 31/2' C EACH WAIITH (3) 500 kCnii & (1) #1/DG (4) 500 kCrrrl & (1) #1/00 (3) 4' C EACH WITH (5) 500 kCeal & (1) #2/0G 900 (3) 2 1/2" C EACH WITH (2) 360 kCmi & (1) 4210G (3) 3" 0 EACH WITH (3) 3" C EACH WITH (3) 350 kCrrii & (1) #210G (4) 350 kCrril & (1) #2!03 (3) 4" 0 EACH VWATH (5) 500 kCni & (1) #310G 1000 (3) 2112' C EACH OITH (2) 500 kCnil & (1) #2100 (3) 3" C EACH WTH (3) 3112" C EACH WITH (3) 500 kCmn & (1) 02/00 (4) 500 kC l & (1) #2/0G (4) 4" C EACH WTH (5) 500 kCmi & (1) 4410G 1200 (4) 2 1/2" C EACH WITH (2) 350 kCni1 & (t) #3/03 (4) 3" C EACH WITH (4) 3" 0 EACH INTH (3) 350 Wail & (1) #3/0G (4) 350 kCtn1 & (1) #310G (4) 4" 0 EACH WITH (5) 500 kCmi & (1) 44/00 1660 (5) 3' C EACH WITH (2) 500 kCrr4l & (1) #4/0G (5) 3" C EACH OATH (5) 31/2" C EACH %NTH (3) 500 kCrril & (1) #410G (4) 500 Kill & (1) #4100 (6) 4' C EACH WITH (5) 500 kCrol & (1) 250 kCn G . 2000 (6) 3" C EACH OATH (2) 500 kCnt & (1) 250 kCrni G (6) 3' 0 EACH WITH (6) 3 1/2" 0 EACH WTH {3) 500 kCnri & (1) 250 kCml G (4) 500 kCmi & (1) 250 kCnti 3 (7) 4' 0 EACH WTH (5) 500 kCnri & (1} 35014411110 2500 (7) 3" C EACH WITH (2) 500 kCnil.& (1) 350 kCmi G (7) 31/2" 0 EACH WTH (7) 31/2" C EACH WITH. (3) 500 kCrr6 & (1) 350 kCmi G (4} 500 kCmi & (1) 350 kCrril G (9) 4" 0 EACH 1MTH (5) 500 kCrnil & (1) 500 kern' G 3000 (8) 3" C EACH WITH (2) 500 k0r:rl & (1) 500 kCnri G (8) 3 1/2" C EACH WITH (8) 4" C EACH OATH (3) 500 kC i & (1) 500 kCmil G (4) 500 kCmi & (1) 500 kCmi G (10) 4" C EACH WITH (5) 500 kCniI & (I) 500 kCniI G 4000 (11) 3" 0 EACH WITH (2) 500 kCnI & (1) 500 kCml G (11) 3 1/21 0 EACH WTH (11) 4' 0 EACH WTH (3) 500ItCmi & (1) 500 kCml G 1 j (4) 500 kCn11& (1) 500 kCmi 0 (14) 4" 0 EACH WITH (5) 500 kCnri & (1) 500 kCrrrl G NOTES: CONDUIT SIZES ARE FOR TYPE THHN/THWN COPPER CONDUCTORS ONLY. OTHER CONDUCTOR TYPES MAY REQUIRE LARGER CONDUITS. LIGHTING FIXTURE SCHEDULE IDFixture � FIXTURE DESCRIPTION MOUNTING MAXIMUM LAMP QUANTITY! WATTS VOLTAGE MANUFACTURER CATALOG NUMBER OR SERIES NOTES i LT TAG I ..: : DEMI TYPE 12' LINEAR FLUORESCENT INDIRECT PENDANT 1.3 X 4785 Office -Enclosed ' 545 LED EXIT SIGN, EDGE UT, RED LETTERS, 6 E 180 1 180 COOPER SURE-LITES aX6-1-0000-R-X X EX1 DUALVOLTAGE, NFPA 101 COMPLIANT UNIVERSAL NIA LED 3 120/277 MCPHILBEN45V1-X-1-RC 7 1,3 . - 2'X'2' RECESSED TROFFER W/ACRYLIC LENS CHEVRONS, SINGLE SIDED X ' DUAL -UTE LE -X S -R -N -A E 52 EX2 LED EXIT SIGN, EDGE LIT, RED LETTERS, DUAL VOLTAGE, NFPA 101 COMPLIANT rn UNIVERSAL NIA LED 3 1201277 COOPER SURE-LITES MCPHILBEN EL.X6-2-000D-RM-ARLC 45V1 -X -2 -RM 1,3 F24T5H0 2 CHEVRONS, DOUBLE SIDEDDUAL-LITE 62 83 4316 FR3 JFOCAL LE -X -D -R -N -A , FPIA 12 LINEAR FLUORESCENT INDIRECT PENDANT t8 BELOW N/A (6) F28T5/835 180 277 POINT COOPER NEO -RAY EFV2SSPS-2T$-1C-277-S-C2' 24-WH-1 6011P -SP -2T5 -2C -277 -ACOS -XX -12' -ES 1 X42CFTR PENDANT CEILING 1 LEDALITE 45 6 270 / FP1B 16' LINEAR FLUORESCENT INDIRECT PENDANT 18' BELOW N/A (a) F281.51835 240 E 277 FOCAL POINT COOPER NEO -RAY FV2S-PS-2T5-1C-277-S-C24-WH-16' 6011P-SP-2T.5IX5.2C-277-AC1816'-ES 1 E 45 PENDANT CEILING FR6 1'X4' RECESSED FLUORESCENT TROFFER WITH LOUVER X LEDALITE 7705 -F02 -L -N -16 -1 -2 -E -X F32T8 2 E 62 9558 - FS1 METALUX 2ALNG-224T5-UNV EBT! -U X FRI 2' x2 RECESSED FLUORESCENT TROFFER WITH FROSTED ACRYLIC LENS RECESSED 3112" MAX (2) F24T5H01836 52 277 HE VALLIAMS LITHOMA SP -X-822 224T5H-A-EB2-277 2VT5-224T5H0.ADP-MVOLT-GEB1OPS-LP835 2 PINNACLE AD22A-2T5riO•GX-277-1C-W METALUX 2ALNG-224T5-DIM-EBT1-U ER10 2'x2' RECESSED FLUORESCENT TROFFER WTH FROSTED ACRYLIC RECESSED 31/2" MAX. (2) F24T5H0/835 52 277 HE WILLIAMS UTHONIA SP -X S22 -22415H -A -ESD -277 2415.224T5HO-AIaP-ADP-GEB1t S-LP63a 2,5 LENS, DIMMING BALLASTPINNACLE A022A-2T5HO-GX-277-1D-W FR3 6"RECESSED CFL OPEN DOWNLIGHT WITH LOW IRIDESCENT REFLECTOR RECESSED 7" MAX , (1) 32CFTR/835 35 277 FOCAL POINT OMEGA EDISON PRICE FC6D-32T1-8-277-R0-T-D6-RO-DN-CD-NP OM61H32PLT-CSSDC-CL-120/277 TRPH 13216-277-ECOL 2 6" RECESSED CFL DOUBLE WALL V A,SH COOPER PORTFOLIO CD6042E-6CDWWV1421-LI FR4 DOWNLfGHT IMTH LOW IRIDESCENT RECESSED 9112' MAX. (1) 42CFTR/835 45 120/277 LIGHTOLIER 1141CLOY-1101F2642U 2 REFLECTOR SPECTRUM SMV-142-EX-AR6925-SG-DW 6" RECESSED CFL SINGLE WALL WASH COOPER PORTFOLIO CD6042E-6CWVW1421-LI FR5 DOM LIGHT WITH LOW IRIDESCENT RECESSED 9 112" MAX. (1) 42CFTR/835 45 120!277 LIGHTOLIER 1401CLSW-1101F2642U 2 REFLECTOR SPECTRUM SGIA6V-142-EX-AR6925-SG FRS 1' X4' RECESSED FLUORESCENT TROFFER WITH RADIAL BLADE LOUVER RECESSED 5' MAX. (2) F32T8/ 62 120/277 FOCAL POINT FLU-148-2T8-E-UNV-GRLP-116-1 6 FOCAL POINT FSM4S-FL-2T5-1C-UNV-S-SM-Y*H-6 FS1 8' SURFACE MOUNTED LINEARLITECONTROL FLUORESCENT OATH SOFT GLOWLENS SURFACE N/A (4) F26T51635 120 PRUDENTIAL S-D-44.48T5-SGL-CWM-LP/ELB-1CW0-277 P40-215-08'-SAL-TMW4)1-SC-277-SUR-XX z4 • LINEAR LIGHTING IB22-D-2-ET5-277-SBL-SNOT-XX NO -8' , LIGHTING FIXTURE SCHEDULE NOTES 1. FIXTURE FINISH TORE SELECTED AND VERIFIED BY ARCHITECT. 2. CONTRACTOR TO VERIFY SPECIFIED FIXTURE MOUNTING IS COMPATIBLE WITH CEILING TYPE BEFORE ORDERING. GRID AND FLUSH MOUNTING MAY BOTH BE PROVIDED. 3. VERIFY MOUNTING AND PROVIDE REQUIRED FACES AND CHEVRONS} AS SHOWN ON ELECTRICAL PLANS. 4, CUSTOM COLOR AS SELECTED BY ARCHITECT. 5. PROVIDE FIXTURE YIATH DIMMING BALLAST COMPATIBLE WITH DIMMING CONTROL SYSTEM. 6. FIXTURE SHALL MATCH INSTALLED FIXTURE IN ADJACENT CORRIDOR. GENERAL NOTES - 1. F DISCREPANCY EXISTS BETWEEN FIXTURE CATALOG NUMBER AND FIXTURE DESCRIPTION, FIXTURE DESCRIPTION SHAD- TAKE PRECEDENCE. 2. FIXTURE LISTED FIRST IS BASIS OF DESIGN. ALTERNATE FIXTURES ARE WELCOME IN THE SUBMITTAL PROCESS, BUT MUST MEET SPECIFICATIONS/AESTHETICS OF BASIS OF DESIGN FIXTURE. Interior Connected Lighting Power IDFixture � • Description Lighting Power Density Wei Spa Area : ) Lamp Typo # of Lampe per Fixture Watts per Fixture 12 W CiassroorniLecturef rainin« i i LT Q. x Line -Voltage Track ..: : -L: FP1A 12' LINEAR FLUORESCENT INDIRECT PENDANT 1.3 X 4785 Office -Enclosed 1.1 545 F28T'5 6 E 180 1 180 FPI B ,16' LINEAR FLUORESCENT INDIRECT PENDANT X - F28T5 -- 8 E 240 7 1680 FR1 - 2'X'2' RECESSED TROFFER W/ACRYLIC LENS X ' F24T5H0 2 E 52 9 468 FR1D 2W? RECESSED TROFFER W/ACRYLIC LENS AND DIMMING X F24T5H0 2 E 62 83 4316 FR3 6" RECESSED OPEN DOWNLIGHT X , - 32CFTR 1 E 35 51 1785 FR4 6" RECESSED DOUBLE WALLWASH DOWNLIGHT X42CFTR 1 E 45 6 270 FR5 8" RECESSED SINGLE WALLWASH DOWNLIGHT X - 42CFTR - 1 E 45 5 225 FR6 1'X4' RECESSED FLUORESCENT TROFFER WITH LOUVER X F32T8 2 E 62 9558 - FS1 B" SURFACE MOUNTED LINEAR FLUORESCENT X F28T5 4 E 120 1.9 2280 Interior Lighting pace -b Power Allowance -Space Method Common/Specific Space Type Lighting Power Density Wei Spa Area : ) Lighting Power Allowance (W) CiassroorniLecturef rainin« 1.4 - 5378 7529 Corridor/Transition 0.5 2249 1125 Conference/Meeting/Multipurpose 1.3 3681 4785 Office -Enclosed 1.1 545 600 TOTAL POWER ALLOWANCE 14039 TOTAL POWER CONNECTED: 11762 2277 08/14/2014 ISSUED FON PAR 11 100W CD 4 12/10/20/2 ISSUED FOR DIA 3 11/15/2012 ISSUED FOR FINAL REMIT 2 OD/28/2012 ISSUED FOR 75X CD 1 06/20/2012 ISSUED FOR SD E8IA1ATE Date Revision CAL ENGIN= Stantee 400 Morgan Center 101 Bast Diamond Street Butller, PA 1001-5923 (724) 477-1257 Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title LIGHTING FIXTURE SCHEDULE AND FEEDER SCHEDULE Job No. NTS 1206 03/14/2014 Checked Approved PhiP Drawing No. E-700 566 Warburton Avenue Architects on Hudson. HY 107'06 lindipe ■rohitecta 9t6 d 3671 Interior ►rohitaota PETER OISOLPI ASSOCIATES A itents )Landscape Architects Interior Architects PANEL NAME ' LPX -18 {EXISTING) W - - - VOLTAGE INFORMATION PANEL INFORMATION FEEDER INFORMATION VOLTAGE 277/480 BUSS 400A FROM BUS DUCT :SURFACE PHASE 3MAINIMLO MLO MLO TYPE NORMAL WIRE 4 AIC RATING 65,000A MINIMUM SIZE SEE RISER ON E-701 LOCATION/ITEM • 1! WATTS L NOTES WIRE COND BREAKER CKT PNS CKT • BREAKER COND WIRE NOTES L wATTs LOCATION/ITEM .W.�� NOTES 29530... LOCATION/ITEM EF -103 EXISTING CIRCUIT20A-1P 11000 t A---- 2 80A -3P 1 A---- 2 80A -3P 1114" PANEL LPX -3 29530 11600 (4)441°. (104G 21/2" 225A -3P 3 --8-- 4 20A -1P `EXISTING CIRCUIT 11000 6 (1)#80 • SPACE 2953 5 ----C 6 6 SPACE (1083 11600 20A -IP AHU-5 _ 7 A---- 8 (3)#8 + (1)#10G; � - - 40A -3P 7 A---- m SPACE 30A -3P _ 9 --B-- 10 20A -IP SPARE 11 ----C_ 12 10 SPACE 4200 11 -C 12 20A-1 P 13 A---- 14 - 20A -1P + • 3/4" � 13 m - 14 J 15 --B-- 18SPACE 12 950 17 ----C 18 W NOTES: ' - � PANEL NAME LPX -3 (EXISTING) VOLTAGE INFORMATION VOLTAGE INFORMATION PANEL INFORMATION FEEDER INFORMATION VOLTAGE 2771480 BUSS 225A FROM PANEL UPX-B SURFACEPHASE MAINIMLO MLO 3 MAIN/MLO 225A MCB TYPE 'NORMAL 1MRE T 4 AIC RATING 65,000AMINIMUM SIZE SEE RISER ON E-701 LOCATION/ITEM PHS L NOTES • WR CCND BREAKER CKT PHS CKT BREAKER COND WIRE NOTES L LOCATION/ITEM EF -103 EXISTING CIRCUIT20A-1P 11000 (3)#3 + 11/4* 80A -3P 1 A---- 2 80A -3P 1114" (3)#3 + 20A -1P 11600 AHU-6 (PHASE 2) 11000 3 --B-- 4 11600 20A -1P `EXISTING CIRCUIT 11000 6 (1)#80 • • 5 ----C 6 6 20A -1P (1083 20A-1 P 11600 20A -IP AHU-5 EXISTING CIRCUIT 4200 20A -1P (3)#8 + (1)#10G; 1" 40A -3P 7 A---- 8 30A -3P _ 10 20A -1P 20A -IP SPARE 4200 9 --B-- 10 4200 11 -C 12 20A-1 P RF -5 - 830 - 20A -1P + • 3/4" 15A -3P 13 A-- 14 16A -3P 3/4" {30/12 + 12 950 RF -6-1 830(3)#12 15 --B-- 16 950 14 20A -1P 830 (1)#12G : 13 A---- 17 --C 18 20A -1P .. -- (1)#12G EXISTING CIRCUIT 950 16 RF -6-2 950 (312+ ` (1)#12G � 3/4' •23 15A -3P 19 A---- ' 20 ' r EXISTING CIRCUIT EXISTING CIRCUIT 18 SPACE 950 9~50 21 20A -1P 22 ---'C 18 _--8-- ---C 24 20A -1P - SPACE 50A -3P EXISTING CIRCUIT EXISTING CIRCUIT_ 20 20A -1P 25 A---- 26 A-- 20 20A -IP -B-- 22 SPACE 27 -6-- 28 - 29 ----C 30 --8-- 22 20A -1P 24 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT EXISTING CIRCUIT EXISTING CIRCUIT 31 A---- 32 20A -1P 25 . 20A-1 P 23 , --i, 24 SPACE 26 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT LTG-200CK,294 2490 33 -B-- 34 20A -1P 25 A---- 26 20A -1P SPACE i #12 35 ----C , 38 LTG -290,90A,2908,29002151 SPACE SPARE #12 : 3/4' - 27 --B-- 37 A--- • 38 30 20A -1P 2168 LTG -291 V 1875 #12 39 -B-- 40 ..SPACE ..— -- - 41 ----C • 42 _ NOTES: _ PANE. NAME LP -2N (EXISTING) VOLTAGE INFORMATION PANEL INFORMATION FEEDER INFORMATION - VOLTAGE 4801277V BUSS 225 EXISTING FEEDER TO REMAIN SURFACE PHASE 3 i MAINIMLO MLO IMRE 4 AIC RATING 65,000A MINIMUM - LOCATION/ITEM LOAD WATTS NOTES WIRE COND • BREAKER CKT PHS CKT BREAKER COND WIRE NOTES LOAD WATTS LOCATION/ITEM - EXISTING CIRCUIT 20A -1P 20A -1P 1 A--2 EXISTING CIRCUIT20A-1P 20A -1P SPARE EXISTING CIRCUIT EXISTING CIRCUIT 4 20A -1P - 20A -1P 3 -B- - 4 20A -1P 6 - 20A -1P `EXISTING CIRCUIT EXISTING CIRCUIT 6 20A -1P • 20A -IP 5 ----C 6 20A -1P 8 20A-1 P 20A -IP EXISTING CIRCUIT EXISTING CIRCUIT 8 20A -1P 20A -IP 7 A---__ 8 20A -1P 10 20A -1P 20A -IP EXISTING CIRCUIT EXISTING CIRCUIT 10 20A -1P 20A -IP 9 --B-- 10 20A-1 P 12 - 3/4" - 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT —12 20A -1P - 500 20A -1P 11 -C 12 20A -1P 14 20A-1PSPARE 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT 14 20A -1P 500 20A -1P 13 A---- 14 20A -1P 16 20A -1P .. -- 20A -IP EXISTING CIRCUIT EXISTING CIRCUIT20A-1P 16 20A -1P 15 --B-- 16 20A -1P 18 20A -1P 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT 18 20A -1P- 20A -1P 17 ---'C 18 20A -1P- - 20A -1P - 50A -3P EXISTING CIRCUIT EXISTING CIRCUIT_ 20 20A -1P 20A -1P 19 A-- 20 20A -IP -B-- 22 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT SPARE - W 20A -1P 21 --8-- 22 20A -1P 24 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT EXISTING CIRCUIT EXISTING CIRCUIT EXISTING CIRCUIT _ "_ 20A -1P 25 . 20A-1 P 23 ---C 24 20A -1P_ 26 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT LTG-200CK,294 2490 SPARE #12 3/4' 20A -1P 25 A---- 26 20A -1P 3/4" #12 20A -1P 1684 -LTG2900,292,293,CORR LTG790D,290E,290F LTG -290,90A,2908,29002151 SPARE #12 : 3/4' 2041P 27 --B-- 1 28 20A -1P 3(4"#12 30 20A -1P 2168 LTG -291 V 1875 #12 #12 3/4" 20A -1P 29 ----C 3 30 20A-1PSPARE ;A-- _ 20A -1P EXISTING CIRCUIT SPARE 1 #12 314' 20A -1P 20A -1P 31 A---- 32 20A -1P --B- - 34 20A -1P _ EXISTING CIRCUIT SPARE _ : SPARE --- SPARE SPARE 20A -1P 20A -1P 33 --B-- 34 20A -1P -- - 20A -1P CIRCUIT SPARE • SPARE SPARE SPARE 20A -1P 20A -1P 35 --C 36 20A -IP A- 38 20A -1P EXISTING CIRCUIT SPARE SPARE ) SPARE (SPARE 20A -1P _ 20A -1P 37 A---- 38 20A -1P --B- 40 20A -1P EXISTING CIRCUIT SPARE SPARE SPARE SPARE 20A -1P 20A -1P 39 -B-- 40 20A -1P - ---- 42 20A -1P EXISTING CIRCUIT SPARE SPARE SPARE NOTES: "REFEED ANY CIRCUIT THAT IS EXISTING TO REMAIN. MODIFY, EXTEND, AND RECONNECT CIRCUIT AS REQUIRED. 20A -IP 41 ----C 42 20A -1P - , SPARE NOTES: "REFEED ANY CIRCUIT THAT IS EXISTING TO REMAIN. MODIFY, EXTEND, AND RECONNECT CIRCUIT AS REQUIRED. 1 PANEL NAME UPL-2 (EXISTING) VOLTAGE INFORMATION PANE(- INFORMATION FEEDER INFORMATION VOLTAGE 120/208V BUSS - 225 m -- EXISTING FEEDER TO REMAIN SURFACE PHASE - 3 MAIN/MLO MLO VIRE 4 AIC RATING 65 KAIC LOCATLONATEM WALTTS NOTES WIRE _ COED BREAKER CKT PHS CKT BREAKER -I 20A -1P COND VIRE NOTES LOAD wATTS LOCATIONIITEM (EXISTING CIRCUIT EXISTING_ CIRCUIT 20A -1P 1 A---- 2 EXISTING CIRCUIT20A-1P SPARE 3 -.8-- 4 20A -1P - T :EXISTING CIRCUIT EXISTING CIRCUIT ----C 6 - 20A -1P 5 • ----C 6 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT A---- 8 20A-1 P 20A -IP 7 A---- 8 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT_ --8•- 10 20A -1P 20A -IP 9 -B-- 10 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT ----C 12 20A -1P 3/4" - 20A -1P 11 ---C —12 20A -1P - 500 #12 - 3/4" EXISTING CIRCUIT EXISTING CIRCUIT _. 14 20A-1PSPARE 20A -1P - 13 A--- 14 20A -1P 500 #12 3/41 EXISTING CIRCUIT EXISTING CIRCUIT -B-- 16 20A -1P .. -- 20A -IP 15 -B-- 16 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT ----C 18 20A -1P 20A -1P 17 --C 18 20A -1P- EXISTING CIRCUIT EXISTING CIRCUIT A- 20 20A -1P - 50A -3P 19 A---- 20 20A -1P EXISTING CIRCUIT 21 21 -B-- 22 20A -1P SPARE EXISTING CIRCUIT _ 23 -C 24 20A -1P 23 -0 24 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT SPARE PENTHOUSE SP PUMP 20A -1P 25 A--- 26 20A -1P 25 A- 26 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT SPARE SPARE 20A -1P 27 -B-- , 28 20A -1P 27 --8-- 28 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT20A-1P SPARE SPARE 29 —C 30 20A -IP 29 --C 30 20A -1P EXISTING CIRCUIT 1 #12 3!4' 2OA-1P 31 A- 32 20A -1P 31 ;A-- _ 20A -1P EXISTING CIRCUIT 1 #12 314' 20A -1P 33 -B- \ 34 20A -1P 33 --B- - 34 20A -1P _ EXISTING CIRCUIT EXISTING CIRCUIT --- SPARE SPARE 20A -1P - 35 -C 36 7 20A-1PEXISTING 35 -- - 20A -1P CIRCUIT EXISTING CIRCUIT- -- - SPARE SPARE 20A -1P 37 A- 38 20A -1P 37 A- 38 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT ) SPARE (SPARE 20A -1P 39 --8-- 40 - 20A -1P 39 --B- 40 20A -1P EXISTING CIRCUIT EXISTING CIRCUIT - -- SPARE SPARE 20A -1P 41 -0 42 20A -1P 41 ----C 42 20A -1P EXISTING CIRCUIT NOTES: 1. REMOVE EXISTING 30A -2P BREAKER AND REPLACE 1MTH (2) 20A -1P BREAKER TO SUPPLY NEW LOADS IN THE RENOVATED AREA. 2. REFEED ANY CIRCUIT THAT IS EXISTING TO REMAIN. MODIFY, EXTEND, AND RECONNECT AS REQUIRED. PANEL NAME UP2-3 (EXISTING) VOLTAGE INFORMATION _ PANE#. INFORMATION FEEDER INFORMATION VOLTAGE 120/208V BUSS - - 100 EXISTING FEEDER TO REMAIN SURFACE PHASE 3 MAIN/MLO MLO WIRE 4 AIC RATING 42 KAIC LOCATICN/ITEM L WATTS NOTES WIRE COND BREAKER CKT PHS CKT BREAKER CORD WIRE NOTESr LOAD WArS LOCATION/ITEM SPARE 50A -3P 1 A---- 2 30A -2P SPARE 3 -B-- , 4 T 5 ----C 6 20A -1P EXISTING CIRCUIT PENTHOUSE UH 20A -1P 7 A---- 8 20A-1 P EXISTING CIRCUIT PENTHOUSE EF 20A -1P. S --8•- 10 20A -1P EXISTING CIRCUIT 'PENTHOUSE LTS20A-1P 11 ' ----C 12 20A -1P 3/4" #12 500 A1 -IU -6 LTS • AHU-5 LTS - 500 #12 - 3/4" 20A -1P 13 A--- 14 20A-1PSPARE AHU-5OUTLET 500 #12 3/41 20A -1P 15 -B-- 16 20A -1P .. -- .SPARE SPARE 20A -1P 17 ----C 18 20A -1P SPARE SPARE_ 21P 19 A- 20 20A -1P - mm SPARE SPARE 20A -1P 21 -B-- 22 20A -1P SPARE SPARE - 20A -1P 23 -0 24 20A -1P SPARE PENTHOUSE SP PUMP -1P 25 A- 26 20A -1P SPARE SPARE -20A 20A -1P 27 --8-- 28 20A -1P SPARE SPARE 20A -1P 29 --C 30 20A -1P _ SPARE PENTHOUSE CONT PIN 20A -1P 31 ;A-- 32 20A -1P SPARE SPARE - 20A -1P 33 --B- - 34 20A -1P _ --- SPARE SPARE -. 20A -1P 35 -C 36 20A -1P SPARE SPARE 20A -1P 37 A- 38 20A -1P ) SPARE (SPARE 20A -1P 39 --B- 40 20A -1P SPARE SPARE - 20A -1P 41 ----C 42 20A -1P SPARE NOTES: "REFEED ANY CIRCUIT THAT IS EXISTING TO REMAIN. MODIFY, EXTEND, AND RECONNECT CIRCUIT AS REQUIRED. REMOVE EXISTING MCC AND FEEDER FROM BUS DUCT IN BASEMENT PANEL LPX -3 (4)#410 + (1)#46 IN 2 1/2•C THIRD FLOOR SECOND FLOOR (4)500 KCMIL + (1)#3G - N 3112*C GROUND FLOOR REMOVE EXISTING 100A BUS SIMTCH AND TURN OVER TO OWNER L4 Li EXISTING BUS DUCT TO REMAR INSTALL OWNER FURNISHED 400A FRAME BUS SWITCH PANEL LPX -B BASEMENT PARTIAL ELECTRICAL RISER DIAGRAM {PHASE 11 NOT TO SCALE • 5 03/14/2014 ISM= POS PAHSX II 100E GD 4 12/10/2012 ISSUED POI HID 5 11/13/2012 IUD FOR FINAL )tiff 2 in/2e/2o12 ISSUED FOR 76% CD 1 06/20/2012 ISSUED FOR SD =MYR No. Date Revision NECRANICAL ENGINEER Mentes 400 Ian Center 101 East Diamond Street Butler, PA 16601-0983 (724) 477-1257 Stamp +k ,4` *-- pF Nelf mss,_ V vita -P_1 s,71n :- .r; ' 677514 Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York • 14853 Drawing Title ELECTRICAL SCHEDULES AND PARTIAL ELECTRICAL RISER DIAGRAM Some Job No. Date NTS 1206 640-1011/it Drawing No. E-701 Drawn Checked Apprsvad MAM PMP 666 Warburton Avenue Architects Hailiap on Uudzon, NY 10706 Landscape Architects 914 476 3677 interior Architects PETER GISOLFI ASSOCIATES Arobitecis Landacepe Architects Interior Architects FIRE PROTECTION ABBREVIATIONS FIRE PROTECTION SYMBOLS SCHEDULE GENERAL NOTES DRAWING LIST • THIS LIST OF ABBREVIATIONS IS PROVIDED FOR CONVENIENCE ONLY. ITEMS LISTED HERE MAY OR - MAY NOT BE USED ON THIS PROJECT. THIS LIST OF SYMBOLS IS PROVIDED FOR CONVENIENCE ONLY. ITEMS LISTED HERE MAY OR MAY NOT BE USED ON THIS PROJECT. 1. PIPING SHALL BE GRADED TO DRAIN BACK TO THE SUPPLY RISER PIPING BY GRAVITY. PROVIDE AUXILIARY DRAINS FOR TRAPPED SECTIONS OF PIPING. 2. INSTALL PIPING SO THAT VALVES ARE ACCESSIBLE ME STEMS ARE EXTENDED VERTICALLY ITP. 3. ALL VALVES AND PIPING IDEN11FICATION SHALL BE RI ACCORDANCE HATH OWNER'S IDENTIFICATION SYSTEM. CONTRACTORS ARE RESPONSIBLE FOR CROSS REFERENCE BETWEEN THESE DRAWINGS AND SPECIFICATIONS AND OTHER DISCIPLINES. 4. COORDINATE THE EXACT LOCATION OF ALL SPRINI4.ERS, AND DEVICES WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH - IN AND INSTALLATION. 5. SPRINKLER LOCATIONS HAVE BEEN SHOWN FOR SUGGESTED AND ILLUSTRATIVE PURPOSES ONLY. SPRINKLER LOCATIONS SHALL BE COORDINATEDAUTO IN THE FIELD BASED ON NEPA-i3 SPACING REQUIENTS. SPRINKLER SYSTEM SHOP DRAWINGS SHALLBE PREPARED AND SUBMITTED IN ACCORDANCE WITH NEPA-13 SPACING REQUIREMENTS. ASSURE CONTINUOUS PRESENCE OF FIRE EXTINGUISHERS AND FIRE ALARM HEAT DETECTORS, THAT THEY ARE ACTIVE AND AVAILABLE DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. COORDINATE WITH LIFE SAFETY ARCHITECTURAL PLANS AND ARE ALARM SYSTEM PLANS, F-0012 FIRE PROTECTION ABBREVIATIONS, SYMBOLS AND GENERAL NOTES - PHASE 2 F-102.2 FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - PHASE 2 F-202.2 FIRE PROTECTION FLOOR PLAN - LEVEL 2 - PHASE 2 • . • SIC AIC ATC ACT A.D. AD AFF AFG Alin AL ATS ADJ ALT ARCH AVG BKR BLDG BTM BTU BION C CAP CFH CFAs CSC CKT CL CCLLG CO C.O. COL COMB CONN CONN CONST CONT CONNVV CPU CRT CT CU DF DFU DED DET DHW DIM DIM DISC D DPR DWG EA EC EF ELEC ELEV EM EM SNCL N EP EQUIP ESP EWC EWH EXIST EXP EXFER F & I FA FAB FAI FACP FBO FC FCU FD FFII FIXT FLASH FLEX FLLRRORR END FPC FTN FU GGCC GA GAL GRD HC HST HORIZ HP HTG HU HW HINT HZ S GLE CONDUCTOR ALR CONDITIONING UNIT ALTERNATING CURRENT ABOVE CEILING TILE ACCESS DOOR AREA DRAIN Awn mime) FtooR ABOVE F S}IED GRADE AIR HANDLING UNIT ALUMINUM ADJUST TIC TRANSFER SWITCH ADJUSTABLE ALTERNATE ARCHITECTURAL AUTOMATIC AVERAGE: BREAKER BUILDING BLOCK BOTTOM BRITISH THERM. UNITS BRITISH THERMAL UR~HTShIQUR CONDUIT CAPACITY CBICFEETIHOUR CUBIC FEETIMIR.4tITE CA T IILATl114 CIRCUIT CEN ERL CEILING EOLER COMPANY CLEAN OUT COLUMN COMBINATION CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR R CENTRAL PROCESS UNIT CATHODE RAY TUBE CURRENT TRANSFORMERS COPPER DRINKING FOUNTAIN DRAINAGE FIXTURE UNIT DEDICATED DETAIL DOMESTIC WATER HEATER DIAMETER DIMENSION DISCONNECT DISCHARGE VIS DOWNUOU DAMPER DRAWING EACH ELECTRICAL CONTRACTOR EXHAUST FAN ELECTRICAL ELEVATOR EMERGENCY ONLY ENCLOSURE GE3 RATaOR ELECTRIC-PNEUMATIC EQUIPMENT EXTERNAL STATIC PRESSURE ELECTRIC WATER COOLER ELECTRIC WATER HEATER EX TING EXPANSION EXTERIOR FURNISHED AND INSTALLER] FRESH AIR FABRICATEESHAI FRESH AIR INLET FIRE ALARM CONTROL PANEL FURNISHED BY OTI ERS FLEXIBLE CONNECTION FAN CES. UNIT FLOOR DRAIN FINISH � FLEXIBLE FLOOR ORESCENT FOUNDATION FOOTING FREPROTE�CONTRACTOR FOUNTAIN FCCIURE UNIT CONTRACTOR GROUNDGENERFCON IT IACTORUPFER GAUGe.E' GALLONS GROUND HVAC CONTRACTOR HEIGHT HORIZONTAL HORSEPOWER HEATING HEATING UNIT HHOT WH ALTER HOT WATER TANK EXCHANGER HYDRAULIC HERTZ INCL INCLUDE INST INSTANTANEOUS INSLL INSULATION JAN JANITOR JB JUNCT1ON BOX JC JANITOR CLOSET JT JOINT KS KITCHEN SINK LAV LT LAVATORYRY TRAY LIGHTING LTGLTLIGHTS LV LAB VACUUM LVR LOUVER MAX MAXIMUM MB MOP SASJN MC MECHANICAL CONTRACTORTSECTION DAC$ MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MECH MECHANICAL MER I ECHANKCAL EQUIPMENT ROOM MFR MANUFAcIURER MH MANHOLE NINIUIA MIN iMISCELLANEOUS ISCELL MISC AIN LU RHE ONLY MLO MAIN LUG ONLY MBTUH THOUSAND OF BTU /HOUR MILLIONS OF BTUMOUR MR MOP RECEPTOR MR p G MOUNTED MOUNTING NC NORMALLY CLOSED NE N R OT� � CY NINO NORMALLY OPEN NOM NAMRNAi, NTS NOT TO SCALE pp OAT UUT.S4DE AIR TELFERATURE OC ON CENTER OH OVERHEAD OPNG OPENING OS&Y OUTSIDE SCREW AND YOKE PC PLUMBING CONTRACTOR PD PRESSURE DROP PE PNEUMATIC-ELECTRIC PEND PENDANT PH PENTHOUSE PN PLUMBING PNL PANEL PRESS PRESSURE SW PRESSURE PRE R!G VALVE SWITCH PSI PSQUARE INCH PTs POTENTIAL TRANSFORMERS RA RETURN AIR RAT RETURN AIR TEMPERATURE REC RECESSED RECEPT RECEPTACLE REQD REQUIRED REV REVISION RVROOM RV ROOF VENT SA SUPPLY AIR SAT SUPPLY AIR TEMPERATURE j SCHED SCHEDULE SECT SECTION SFU SUPPLY FIXTURE UNIT SHOWER SSHHT SHEET SIM SIMILAR SM SHEET METAL SP STATIC PRESSURE SPEC SPECIFICATION SQ FT SQUARE FSOOT S5 SERVICE~ SINK4 S.S. STAINLESS STEEL STAT THERMOSTAT STD STANDARD 911E STEELHQSE STOR STORAGE STRUCT STRUCTURAL SURFSSUSPENDEDSU SUSP CL$ SUSPENDED CEILING SWC SWITCH T-STAT THERMOSTATEPONE TEMPERATURE TERM TERMINAL THK THICK TK TANK TSP TOTAL STATIC PRESSURE IVTYTYPICAL U URINAL UG UNDERGROUND UH UNIT HEATERp UV UNITVEWTILATOFR VA VALVE VAV VARIABLE AIR VOLUME VIB V�RATION VIB ISO VIBRATION ISOLATION VDT VISUAL DISPLAY TERMINAL VERTVERTICAL � WC WATER CLOSET WC WATER COLUMN WF WIDE FLANGE WH WALL HYDRANT WH WATER HEATER WT WEATHERPROOF T XFMR TRANSFORMER 0 KEYNOTE INDICATOR {refer to notes on same sheet} AU EQUIPMENT MARK p (PUMP FP, NUMBER 1) ink RISER IDENTIFICATION MARK F, ON DRAWING FP601) ► T (TYPE REVISION INDICATOR DETAIL OALLOUT MARK (DETAL 1 ON DRAWING P401) INDICATOR I (SECTION 1 ON DRAWING P40i)6. NED NORTH ARROW _ E REVISION BUBBLE DENOTES CONNECT TO E%ISTIN('a ‘0 DENOTES DEMOLITION TO POINT INDICATED COLD WATER PIPE —CW— — F— FORE PROTECTION PIPE -,-- of DRY FIRE PROTECTION PIPE FIRE PKPE PAF PREACTION PROTECTION FARE PROTECTION DRAIN PIPE D T FLOW SWITCH TI PRESSURE SWITCH LT" TAMPER SWITCH PRESSURE GUAGE WITH GAUGE COCK PIPE TURNED DOWN UIP PIPE TURNED TEE DOWN TEE b. 02/14/2014 =OED FOR PHASE II 100% CD 0 UP TEE TURNED DOWN 4 12/10/2012 ISSUED FOR BID TEE UP S. 11/16/2012 ISSUED FOR FINAL REVIEW g, ppf f2pig ISSUED FOR S CD TURNED 1( FIRE PUMP TEST HEADER OE FIRE HOSE RACK IN CABINET 011111111 FIRE HOSE RACK C- SIAMESE CONNECTION tal WALL POST INDICATING VALVE VALVE e WATER MOTOR GONG 0 SEMI-RECESSED SPRINKLER 0 PENDANT SPRINKLER UPRIGHT SPRINKLERFTG V SIDEWALL SPRINKLER @ WINDOW SPRIMQ.ER SEALED CONCEALED SPRINKLER el SPRINKLER GUARD SPRINKLER 1. OBfgOfl�l2 ISSUED FOR 8D Ennuis No. Data Recision •• IMP ENGINEER Eftantee Morgan • Lal East Center Street fie', PA 10201-5925 (724) 477-1267 r * of Nell"? 4 `t '. „ 4 �. �� n.{, - �.:`-,_''�,-.' ;�4 , _g-. p #157 +.r -/J ' ' PEI+IDANT SPRINKLER ON DRY PIPE SYSTEM ®D UPRIGHT SPRINKLER ON DRY PIPE SYSTEM V D SlI)EWALL SPRINKLER ON DRY PIPE SYSTEM Protect Title CLARK HALL LEARNINGFACILITY , CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title FIRE PROTECTION ABBREVIATIONS, SYMBOLS AND GENERAL NOTES — PHASE 2 Scale Job Ho. Date NONE 1206 03/14/14 Drawing No. F-001.2 Drawn Checked Approved EPIC CLG 666 Warburton Avenue Architects H on Hudson. NY 10706 iandeeape Arehiteeta 91d 4 8077 Interior Arobiteet PETER GISOLFI ASSOCIATES FIRE PROTECTION DEMOLITION KEYNOTES 111 SPRINKLER PIPING AND APPURTENANCES WI THIS AREA WERE PROVIDED AS PART OF PHASE 1. REMOVE EXISTING SPRINKLER, SPRINKLER PIPING AND APPURTENANCES ASSOCIATED WITH THE PHASE 2 AREA TO POINT INDICATED, 0 44, ::1118111111V re - I ity 40 r ejA!rAfF- f r ze A �1A sirs .r/•..j'� ,. �i rrwii�i' :wax ACIr Adger FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - PHASE 2 1/8"-1'-0" 4' 8' 16' 00/14/2014 MIMED FOR PAASR it 100% CD 4. 12/10/2012 Tse FOR BID 3. 11/13/2012 IUD FOR FINAL REVIBW 2. 00/28/2012 ISSUED FOR 7216 CD 1. 06/20/2012 ISSUED FOR SD EST LTE No. Date Revision NEP ENGINEER 2tantec 400 Morgan Center 101 East Diamond Street Butler, PA 10601-59@3 (724) 477-1257 Project flue CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title FIRE PROTECTION DEMOLITION PLAN -- LEVEL 2 — PHASE 2 Job No. 1/8"=V-0" 1206 03/14/14 KIK Checked CLG Drawing No. F-1022 NY 10700 F3re4 Arohiteots Iandeoape Architects Interior Arahiteota PETER GISOLFI ASSOCIATES l '4� - J►E .m7fAf joo 91 HE doirfL117,:.A 01117 ojiA 111 or '4. 0401 Ar Ar Ar AOiR.N04.5;WW.46F.v APINFAriarilaRr or- togitroofjp0.41.71 BPIZr /111rmenr //".2/1414 sjor 2rArdr.�IE, 1105 400J Jr ,00 AirAlr Air Air Air," Air Jr Air AV- Rill/PIA or ,... s em_ « : 0 Ar..r��Jlrf!! ! IMO � rel! AO' l ,r f r• ..9.�rss�c��i�r/.br//..r��r�,rw�r.�� .rJ��._.__ _._. /, - �k ��._ ��.� ---_ ---_ . ,IIrJ,�.�400411.4yir 1'� •� �i�KiIrIV�f//�6�fffff/f/tel/f/7/f/" r�i-�rii: rriiiiiiio�rfs�e rifrr-i�rfisi3l �" % wiT . f �.x'�e}. s a :rr� f ~ ,~ V �! �"!° _ � ��' ice' �'./�.� rf: �sisi�.ofs�..isrr�r�rsrr.�i � - � �! / E! � �Ar "10 d'' /./1 FIRE PROTECTION PLAN - LEVEL 2 - PHASE 2 1%8"=1'—O" 0 4' 8' 16' FIRE PROTECTION KEY NOTES El SPRINKLER PIPING AND APPURTENANCES IN THIS AREA WERE PROVIDED AS PART OF PHASE 1 ❑2 REMOVE AND REINSTALL CEILING GRID, LAY -IN TILES, CEILING MOUNTED ELECTRICAL AND HVAC DEVICES IN KIND TO ACCOMMODATE SPRINKLER, SPRINKLER PIPING, AND APPURTENACE RISTALLATION UNDER PHASE 2 WORK. FIRE PROTECTION GENERAL NOTES 1. COORDINATE DRAINING AND FILLING OF SPRINKLER SYSTEMS WITH OWNERS MAINTENANCE AND FIRE ALARM PERSONNEL. SPRINKLER SYSTEMS SHALL BE RETURNED BACK TO SERVICE AT THE EMD OF THE WORK DAY. 03/14/2014 IIID FOR PHASE II 100% CD 4. 12/10/2012 FOR HID 3. 11/15/2012 ISSUED FOU FINAL RUM O. 09/2B/2012 RIMED FOR 75% CD 1. 00/20/201# SUED FOR SD ESTIMATE Date Revisd HEP ENGINEER Stantec 400 Morgan Center 101 Poet Diamond Street Butler. PA. 10501-592.9 (724) 477--1257 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title FIRE PROTECTION FLOOR PLAN — LEVEL 2 {-- PHASE 2 Job NG. Date 1/13"=1'-0" 1206 03/14/14 Drawn CLG AFFrolv Drawing No. F-202.2 555 'Warburton Avenue on Rudman. NY 10705 0111.47,UN 3577 Arcirdtecte Landscape ArchRects Architects PETER GISOLFI ASSOCIATES SEMINAR SEMIN AR SEMINAR •0,. ..*. o...!J, �`1.- 1�.1 !I riFoz4ir.iirzzzz _ziii A lire yorifr 0 7.1111111r. I 40 °F- ig 4, 4° fig. 01° 4110/ 111 , Alf Arall 1°!0 jj itI fori it i; ISI I'. t o• oiAljd/ l110 So' 1.40 10 Paq 10 11 I ,if44 kr; I Z/ZZWA,A.SWAkkr_15,,, .;d•;�l1►/lr�ll�1/I�Ii%`-I`4Al/� „Fr�r�oyo�►�wu ��i r�es«ArM.,, Ad. ��`�`�� ' �y rrjmrmarArr�rJarmaraw�Anywar ararmriJoI / 41111-14t7 Ar g$# A Ar rf�s�s�waws��l1��/r�rJAPTin .wrlar-a3i7101. Per FIREPR4OTECTION PLAN - LEVEL 2 - PHASE 2 e816 1/8-=1._0- 0 FIRE PROTECTION KEY NOTES ❑1 SPRINKLER PIPING AFD APPURTENANCES IN THIS AREA WERE PROVIDED AS PART OF PHASE 1 ❑2 REMOVE AND REINSTALL CEILING GRID, LAY -IN TILES, CEILING MOUNTED ELECTRICAL AND HVAC DEVICES IN KIND TO ACCOMMODATE SPRINKLER, SPRINKLER PIPING, AND APS INSTALLATION UNDER PHASE 2 WORK. FIRE PROTECTION GENERAL NOTES 03/28/2014 ADDENDUM #1 1. COORDINATE DRAINING AND FILLING OF SPRINKLER SYSTEMS WITH OWNERS MAINTENANCE AND FIRE ALARM PERSONNEL. SPRINKLER SYSTEMS SHALL BE RETURNED BACK TO SERVICE AT THE END OF THE WORK DAY. B, 08/14/2014 ISSUED FOR PHASE U 100% CD 4, 12/10/2012 ISSUED POE BID $. 11/13/2012 ISSUED FOR FINAL REVIEW 2, 09/28/2012 ISSUED FOR 75% CD i. 06/20/2012 ISSUED FOR SDS TIMATE No. Data Reviaian IMP ENGINEER Stanteo 400 Horgan Center 101 East Diamond Street Butler. PA 16641-58 (724) 477-1257 Project title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title FIRE PROTECTION FLOOR PLAN — LEVEL 2 — PHASE 2 Scale Job No. Date 1/8"=1'-0" 1208 83/14/14 Checked Approved Drawing N F-202.2 566 'Eartuaen Avenue Harting. on Hudson. NY tom 914 478 5877 Architects Interior Architects F E TEE GISOLFI ASSOC IATES ( 3 FIRE PROTECTION NOTES PROVIDE FW. FIRE SPRINKLER PROTECTION ABOVE AND BELOM+ ALL OBSTRUCTIONS GREATER THAN 4 14 WIDTH, PHASE 2. REFER TO SHEET H FOR DUCTWORK COORDINATION. FIRE PROTECTION GENERAL NOTES 03/810014 ADDENDUM #1 1. COORDINATE DRAINING AND FILLING OF SPRINKLER SYSTEMS liars OWNERS MAINTENANCE AND FIRE ALARM PERSOPRIEL. SPRINKLER SYSTEMS SHALL BE RETURNED BACK TO SERVICE AT THE END OF THE WORK DAY. 2. DOORDIHATE PIPING AND SPRI LLERLOCATIONS WITH MECHANICAL AND ELECTRICAL TRADES. FIRE PROTECTION NORTH PENTHOUSE PLAN - PHASE 2 NEBZ SI 5. 08/14/8014 1 U J FOB Ply fI 100% CD 4. 12/10/2012 BSI= FOE IIM a. 11/15/2012 ICED FOR FINAL REVIEW 2. 00/202012 ISSUED FOR 75% CD 00/20/2012 ISSUED FOR SD ESTIMATE No. Data MEP ENGINEER Rentals 400 Morgan Center 101 Rist Dlnmond meet Butler. PA 10001-5028 (724) 477-1257 Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Tie FIRE PROTECTION PLANS — NORTH PENTHOUSE — PHASE 2 Job No. I/4"=I'--0" 1206 03/14/14 Drawn EFL CLO Apyroved Drawing No. F-203.2 5043 Norberto°. Arae Ar abiteet. :NUon Hades. NY 10700 Iendracp. Arobiteabe 3677 Interior Architeata PETER GISOLEI ASSOCIATES 82 H1.7 LIL f6x10... ID1 IE.1 L ITs‘j AMIN NEI EQUT MARK (type FC, number 1 SECTION INDICATOR (sectlan 82 on dwg. H1.7) DETAIL INDICATOR (seclion B2 on dwg. H1.7) KEY NOTE INDICATOR (refers to notes an same REVISION INDICATOR PPE RISER (riser HWS -1 on dwg. H1.3) DUCT RISER (riser E -t on dwg. H1.5) DIFFU SER?REG1STER/GRI LE MARK (type 1, 150 CFM) DEMOTES CONNECT TO EXISTING DENOTES LIMIT QF DEMOLITION REMOVE EXISTING WORK INSIDE DUCT DIMENSION (in Inches, Irst chin. Is as viewed) SUPPLY (S) DUCT TURNED UP SUPPLY ($) DUCT TURNED DOWN RETURN (Rj1EXHAUST (E) DUCT TURNED UP RETURN (R)EXHAUST (E) DUCT TURNED DOWN SQUARE ELBOW ROUND ELBOW SPIN -IN WITH VOLUME DAMPER AIR EXTRACTOR FIXABLE DUCTWORK EXISTING DUCTWORK TO REMAIN EXISTING DUCTWORK TO BE REMOVED SUPPLYAIR DIFFUSER (black triangle indicates Wank -o T) RETURNIEX HAUST REGISTER OR GRILLE BACKDRAFT DAMPER FUSABLE L( FIRE DAMPER MOTORIZED FIRE DAMPER COMBINATION FIREJSMOKE DAMPER SMOKE DAMPER VOLUME DAMPER (manual) BUBBLE TIGHT SHUTOFF DAMPER (manual) MOTORIZED DAMPER MOTORIZED BUBBLE TIGHT SHUTOFF DAMPER AIRFLOW MEASURING STATION END SWITCH TSI PRESSURE MONITOR HIGH LIMIT HUMIDITY STATION THERMOSTAT SMOKE DETECTOR DIFFERENFFAL PRESSURE SENSOR CARBON DIOXIDE SENSOR BALL VALVE BUTTERFLY VALVE GATE VALVE LOCK SHIELD GATE VALVE GLOBE VALVE ANGLE GLOBE VALVE OS & Y GATE VALVE 2 -WAY CONTROL VALVE 9 -4- y ..1 Y FD. MECHANICAL SYMBOLS SOME SYMMCLS MAY NOT BE USED ON THIS PROJECT 3 -WAY CONTROL VALVE PRESSURE RELIEF VALVE TEMPERATURE & PRESSURE RELIEF VALVE CALIBRATED BALANCE VALVE AUTOMATIC FLOW CONTROL VALVE DOUBLE DETECTOR CHECK VALVE ASSEMBLY SWING CHECK VALVE SPRING LOADED CHECK VALVE ALARM CHECK VALVE COMBINATION c11ECK1BAEANCEISHUTOFF VALVE PRESSURE REDUCING VALVE DIAPHRAGM VALVE SOLENOID VALVE FLOW SWITCH PRESSURE SWITCH VALVE MONITOR SWITCH STRAINER BLOW -OFF STRAINER PRESSURE/TEMPERATURE TEST PLUG PRESSURE GAUGE GAUGECOCK THERMOMETER FLEXIBLE PIPE CONNECTION MANUAL AIR VENT FLOW METER PIPE ANCHOR PIPE GUIDE UNION FLOAT AND THERMOSTATIC STEAM TRAP BUCKET STEAM TRAP VACUUM BREAKER CAP CONCENTRIC REDUCER ECCENTRIC REDUCER STRAIGHT INVERT ECCENTRIC REDUCER STRAIGHT CROWN . CHAIN OPERATOR MOTOR OPERATOR PUMP CLEAN OUT FLOOR DRAIN FUNNEL DRAIN CAP -- CONCENTRIC REDUCER ECCENTRIC REDUCER STRAIGHT INVERT ECCENTRIC REDUCER STRAIGHT CROWN CHAIN OPERATOR MOTOR OPERATOR PUMP CLEAN OUT F a FLOOR DRAIN FUNNEL DRAIN TRAP BACKFLOW PREVENTER FRESH AIR INLET ON HOUSE TRAP HB HOSE BIBB FPHB FROSTPROOF HOSE BIBB EP WATER HAMMER ARRESTOR GAS COCK SPRNKLER STANDPIPE (1) EXISTING SPRINKLER HEAD SIDEWALL SPRI WLER HEAD ' QUICK RESPONSE " L•J Y 9 FA L`_'J PENDANT SPRINKLER HEAD ' QUICK RESPONSE" L#J 0 UPRIGHT SPRINKLER HEAD " QUICK RESPONSE " CONCEALED SPRINKLER HEAD "QUICK RESPONSE' STD SIDEWALL SPRINKLER HEAD STANDARD SPRINKLER" STD PENDANT SPRINKLER HEAD "STANDARD SPRINKLER' L;JSTD O STD • E C -EX. G - --RX. G- OR ....w.. - HW OR - HR - EW -- UPRIGHT SPRINKLER HEAD " STANDARD SPRINKLER' CONCEALED SPRINKLER HEAD " STANDARD SPRINKLER' EXTENDED COVERAGE SPRINKLER HEAD "STANDARD SPRINKLER PITCH PIPE DOWN IN DIRECTION OF ARROW TEE TURNED UIP TEE TURNED DOWN PIPE TURNED UP PIPE TURNED DOWN PREFIX "EX" INDICATES EXISTING PIPE (e.g. EASING GAS PIPE) EXISTING PIPE TO BE REMOVED (e.g., BUSTING GAS PIPE) DOMESTIC COLD WATER PIPE DOMESTIC HOT WATER PIPE DOMESTIC HOT WATER RETURN PIPE EMERGENCY WATER - SAN - SANITARY SEWER - ST - SANITARY SEWER BELOW GRADE OR SLAB STORM SEWER -- ST -- STORM SEWER BELOW GRADE OR SLAB - HWR - - RHGB - CD - DI - DR �. GHWS .... _CHWR_ - SCHWS �-- --- SCHWR - - CWS - CWR - - ITC - - FCWR - .__. LPS - - UPC _,.-. MPS --- MPC - .. MPC- - C/HWS- - CHHM - - PLUMBING VENT DRAIN PIPE GAS PIPE FIRE PROTECTION PIPE HOT WATER SUPPLY PIPE HOT WATER RETURN PIPE REFRIGERANT HOT GAS BYPASS PPE COOING COIL CONDENSATE DRAIN DEIONIZED WATER SULLY PIPE DEIONIZED WATER RETURN PIPE CHILLED WATER SUPPLY PPE CHILLED WATER RETURN PIPE SECONDARY CHILLED WATER SUPPLY PIPE SECONDARY CHILLED WATER RETURN PPE CONDENSER WATER SUPPLY PPE CONDENSER WATER RETURN PIPE INSPECTORS TEST CONNECTION PIPE FILTERED GWR PIPE LOW-PRESSURE STEAM PIPE LOW-PRESSURE CONDENSATE PIPE MEDIUM -PRESSURE STEAM PIPE MEDIUM -PRESSURE CONDENSATE PIPE CHILLED & HOT WATER SUPPLY PIPE CHILLED & HOT WATER RETURN PIPE FLOAT AND THERMOSTATIC STEAM TRAP MECHANICAL ABBREVIATIONS ABOVE FINISHED FLOOR....,...,,. AFF ACCESS DOOR...._ ..._.. AD. AIR CONDITION1NG...._...,..... AID NR HAkNDUNG UNTT.........k... AHU ALTERNATE________ ALT. ARCHITECTURIL................ ARCH. AUTOMATIC._.__ .. _ . AUTO. AVERAGE........ .. AVG. BLOCK. BL. BOTTOM_ ................. .. BTM. BRITISH THERMAL UNITSIHOUR.k.. STUN BUILDING........_..... BLDG. CAPACITY..... CAP. G81ST IRON_.... C.I, CEILING,,.... CE.G. CLEAN OUT G.O. COMBINATION COMB. CONCRETE.,...,.... CONIC. CONNECTION„,.„ .....,. CONN. CONSTRUCTION... CONST. CONTINUOUS. CONT. CONTRACTOR_._.._ CONTR. CONVECTOR... ..... .............. CONY. COOLER._..._ CLL. CUBIC FEETIMNUTE.............. CFM DMFER........._ DPR DETAIL"........._ . DTL DIMENSION-- ..... DIM. DISCHARGE_.........._...__ DFSCH. DIGITAL INPUT...,..._......... DI DIGITAL OUTPUT. DO DIVISION,.....„ ............... DIV, DOWN ....................,..... DNS. DRI SLING FOUNTAIN.. DF. ELECTRIC WATER COOLER,........ EWC. ELECTRICAL,..,....,"w.,.».,. ELEC. ELECTRICAL CONTRACTOR.......... E.C. ELEVATOR....__...... ELEV. EMERGENCY GENERATOR..........* EM.GEN. ENCLOSURE ..............__ ENCL. EQUIPMENT.-- ...... EQPIST. EXHAUST.. EXH. EXHAUST FAN �� E.F. EXISTING EXIST., EX. EXPANSION EXP. EXTERNAL STATIC PRESSURE E.S.P. FABRICATE FAB. FAN COIL UNIT. FCU. FINISH....._....... FIN. FIRE HYDRANT..., FH. FIRE PROTECTION . ............. FP FIXTURE_ FIXT. FLASHING ,. FLASH. FLEXIBLE__FLEX(. FLEXIBLE CONNECTION..,......... F.C. FLOOR FIR FLOOR DRAIN._ FD. FOOTING ..... _..._..._....._ FTG. FOUNDATION....., FND. FRESH AIR.. FA. FRESH AIR INLET... FAI. GAUGE..,.,..., GA, GENERAL CONTRACTOR. ........... G.C. GENERAL EXHAUST._.........._. G.C. HEAT EXCHANGER....,__,.,_.., HX HEATING HTG. HEATING UNIT H.U. HVAC CONTRACTOR H.C. HEIGHT..... IGT. HIGH POINT H.P. HORIZONTAL HORIZ. HORSEPOWER... ..... HP HOT WATER TANK. H.W.T. HYDRAULIC HYD. INCLUDE.. INCL. INSULATION IFISUL. ISOLATION E GIAUST.. I E. JOINT..._ ................._.. JT. KITCHEN SINK KS LAUNDRY TRAY.............. ..... LT LAVATORY ............._....... LAV LIGHTING-- ..... LTG. LOUVER.................. ..... LVR. LOW VOLTAGE_ LV, MAN'IOLE.. _ ...... M.H. MANUFACTURER.-.......- MFR. MECHANICAL w,,.... 4.. MUCH. MECHANICAL EQUIPMENT ROOM..__ M.E.R. MILLIONS OF BTU1'SIHOUR..,...... MMBH MOP BASIN._ ..............._.. AIB MOP RECEPTOR... MR MOUNTINNG, MTG. NOMINAL..........._........... NOM. NORMALLY OPEN N.D. NORMALLY CLOSED._............ PLC. NOT P CONTRACT.._.....,...,. N.I.C. NOT TO SCALE. N.T.S. ON CENTER O.O. OPENING. OPNG. OPEN END DU1CT........... O.E.D. OUTSIDE AIR_..._...., O.A. OUTSIDE AIR TEMPERATURE........ OAT. OUTSIDE SCREW & YOKE......... 05 & Y OVERHEAD O.H. PENTHOUSE. P.H. PLUMBING PLMB, PLUMBING CONTRACTOR P.C. PRESSURE__ PRESS. PRESSURE RELIEF VALVE......,... P.R.V. PRESSURE DROP. .... P.Q. ROOF VENT.._....._........,. R.V. RETURN AIR ......._..._.... RA RETURN AIR TEMPERATURE. R.A.T. IREQUISED,........ .._..._ RECD. ROOM .................. RM. REVISION. REV. REMOVE EXISTING............_........ RX. SCHEDULE SCHED. SECTION SECT. SERVICE SINK, SS SHEET SIT. SHEET METAL S.M. SHOWER- SH SIMILAR .................._... SIM. SPECIFICATION.. SPEC. SQUARE FOOT SQ.F T. STAINLESS STEEL......... S.STL. STANDARD ....... STD. STATIC PRESSURE........._.... S.R. STEEL.. STL STORAGE_____ STOR. STRAINER. STR. STRUCTURAL ................ STRUCT. SUPPLY AIR...,...... V..._SA SUPPLY AIR TEMPERATURE.,„.,... SAT. SUSPENDED.- ..... ..... SUSP. SWITCH .................. SW. TANK... ...-. TIC TEMPERATURF.................. TEMP. THERMOSTAT T -STAT THICK. THK. THOUSANDS OF BTUPSMOUR,_..... MBH TOTAL STATIC PRESSURE.... T.S.P. TRANSFORMER. XFMR TYPICAL .... TYP. UNIT HEATER U,H. UMTVE+ITIEATOR..... U.V. URINAL.._............_ UR VALVE.......-..... VA. VARIABLE AIR VOLUME , VAV VIBRATION. y.. V1B. VIBRATION ISOLATOR............ VIB.ISO. VOLUME...,.... VOL. WALL HYDRANT_...... WH WATER CLOSET..,........ WC WATER HEATER. . . WH WEIGHT. WT. WIDE GENERAL NOTES 1. INSTALL DRAIN PIPING WITH 2% MINA lM GRADE, UNLESS OTHERWISE NOTED, HORIZONTAL VENT PIPING SHALL BE GRADED TO DRIP BACs{ TO SOIL OR WASTE PPE BY GRAVITY. 2. ELEVATIONS NOTED ARE TO CENTERLINES OF PIPES FOR PRESSURE.UNES. 3. SCHEDULE DEuTOLTflON WORK WITH OWNER. COORDINATE ALL REQUIRED SYSTEM SHUTDOWNS WITH THE BUILDING FACILITY MANAGER AND APPROPRIATE UNIVERSITY OVERSIGHT AUTHORITY. 4. PRO/ DEAR VENT AT HIGH POINT OF EACH DROP IN HEATING AND CHLLED WATER SYSTEMS AND DRAIN VALVES AT LOW POUITS. 5. UNLESS OTHERWISE NOTED, MINIMUM SIZE FOR PIPING SHALL BE 314', 6. UNLESS OTHERWISE NOTED, PIPING AND DUCTWORK IS OVERHEAD, TIGHT TO UNDERSEDE OF BEAM OR SLAB, WITH SPACE FOR INSULATION IF REQUIRED. 7, INSTALL PIPING AND DUCTWORK SO THAT VALVES AND DAMPERS ARE NOT HIGHER THAN 12'-0" ABOVE FINISHED FLOOR. 8. COORDINATE WORK WITH WORK SHOWN 014 OTHER DRAWINGS. 9. SSWITCHH, LOCATE SAR TS an (CEN NEEE)� OOM ABOVE CONTROLLED IN D FLOORIEIMEIt ON VERTICAL CENTER UNE OF ROOM LIGHT SWITCH. NOTIFY ENGINEER OF RO0%IS WHERE ABOVE LOCATION CANNOT BE MAINTAINED OR WHERE THERE IS A QUESTION ON LOCATION. 10. FIELD VERIFY LOCATION AND DIMENSIONING OF EXISTING PIPING, DUCTWORK, AND OTHER MECHANICAL EQUIPMENT PERTAINING TO THIS PROJECT. 11. WHERE DRAWINGS INDICATE DEMOLITION OF EXISTING PIPING, DUCTWORK, AND OTHER MECHANICAL EQUIPMENT, SUCH SERVICES SHALL BE PROPERLY TERMINATED IN AN APPROVED MANNER TO ALLOW AFFECTED SYSTEMS TO REMAIN IN OPERATION. PIPING SHALL BE PLUGGED. 12. EXISTING CEILING TILES DAMAGED BY MECHANICAL TRADES SHALL BE REPLACED WITH TILES MATCHING EXISTING, BY MECHANICAL TRADES. 13. IN SOME CASES, EXISTING CONDITIONS ARE SHOWN ON DEMOLITION DRAWINGS IN AREAS REQUIRING NO DEMOLITION. IN SUCH CASES INFORMATION IS PROVIDED FOR REFERENCE ONLY. 14. WHERE DRAWINGS INDICATE DEMOLITION OF EXISTING MECHANICAL EQUPMENT, CONTROL WIRING OR PNEUMATIC TUBING SERVING THAT EQUIPMENT SHALL BE PROPERLY TERMINATED IN AN APPROVED MANNER TO ALLOW AFFECTED SYSTEMS TO REMAIN IN OPERATION. REMOVE PNEUMATIC TUBING BACK TO RISERS APO PLUG, 15. WHERE HVAC SYSTEMS SERVE AREAS UNDER CONSTRUCTION AND AREAS NOT AFFECTED BY THIS CONSTRUCTION, RETURN AIR AND EXHAUST TERMINALS IN CONSTRUCTION AREA SHALL BE CAPPED. 16. EQUIPMENT INDICATED FOR REMOVAL SHALL BE REVIEWED BY THE OWNER. REMOVE EQUIPMENT OWNER WISHES TO RETAIN AND DELIVER TO LOCATION DESIGNATED BY OWNER. REMOVE PROMPTLY FROM SITE MATERIALS AND EQUIPMENT INDICATED FOR REMOVAL WHICH 1S NOT SPECIFIED FOR REUSE, STORAGE, OR RETAINAGE BY OWNER. 17. PROVIDE APPROVED FIRESAFING AT OPENINGS IN FLOORS, WALLS, ETC. AS A RESULT OF DEMOLITION WORK AND NEW WORK 18. NO PIPING OR DUCTWORK SHALL BE LOCATED IN ELECTRICAL ROOMS, CLOSETS, OR TELECOMMUNICATION ROOMS UNLESS THOSE PIPES OR DUCTS SERVE ONLY THAT SPACE OR ARE INDICATED ON DRAWINGS. 19. VALVES AND EQUIPMENT IDENTIFICATION SHALL BE IN ACCORDANCE WTTHI OWNER'S IDENTIFICATION SYSTEM. PROVIDE REQUIRED CROSS-REFERENCE FROM THESE DRAWINGS AND SPECIFICATIONS. 20. EXISTING PIPING SHALL BE SAW -CUT, NOT BROKEN, AT POINT WHERE NEW PIPING CONNECTS TO EXISTING. 21. STORE OFFSITE EXISTING EQUIPMENT TO BE REUSED PRIOR TO INSTALLATION. 22. DUCTWORK AND HVAC EQUIPMENT ARE SHOWN SCHEMATICALLY. FOLLOWING DEMOLITION WORK AND PRIOR TO PREPARATION OF SHOP FABRICATION DRAWINGS AND INTER-DISCIPUNARY COORDINATION DRAWNGS, FIELD VERIFY ROUTING OF DUCTWORK AND LOCATIONS OF HVAC EQUIPMENT. NO CHANGE ORDERS WILL BE ACCEPTED FOR RELOCATION OF PIPE, PPE SUPPORTS, ELECTRICAL CONDUIT AND ARCHITECTURALRFERENCES SUCH AS BUT NOT LIMITED TO, PARTITIONS ABOVE FINISHED CEILINGS. ASSUME RISES, DROPS AND OFFSETSR4 DUCTWORK ARE REQUIRED. 23, FURNISH ACCESS PANELS NOT SMALLER THAN 12'x16" FOR ACCESS TO CONCEALED TRAPS, VALVES, CLEANOUTS„ MOTORS, FIRE DAMPERS, CONTROLS, DRAIN POINTS, OR SIMILAR ITEMS WHERE NO OTHER MEANS OF ACCESS IS PROVIDED. GENERAL CONTRACTOR SHALL INSTALL THESE ACCESS PANELS. COORDINATE WITH GENERAL CONTRACTOR DURING BIDDING PHASE FOR QUANTITY OF ACCESS PANELS REQUIRED FOR INSTALLATION BY GENERAL CONTRACTOR. 24. WORK WITH NEW AND EXISTING SYSTEMS UTILIZING REFRIGERANTS SHALL BE IN ACCORDANCE mime 1990 CLEAN AIR ACT AND CURRENT EPA REGULATIONS. 25. PROVIDE SUPPORT AS REQUIRED FOR EXISTING MECHANICAL PIPING AND EQUIPMENT SUPPORT AFFECTED BY GENERAL DEMOLITION. 26. PIPING AND DUCTWORK AT BULDBIG EX PANNSION JOINTS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND DETAIL THIS DRAWING. 27. PROVIDE CUTTING AND PATCHING TO MATCH EXISTING FINISH OF ROOFS, FLOORS, WALLS ETC. REQUIRED FOR DEMOLITION OF EXISTING SYSTEMS AND INSTALLATION OF NEW SYSTEMS. 28. PITCH DOWN STEAM MAINS 1" IN 400' N THE DIRECTION OF FLOW. 29. PITCH IP STEAM AND CONDENSATE RUNOUTS FROM RISERS TO EQUIPMENT yr PER FOOT TO ALLOW CONDENSATE FLOW BACK TO RISERS. WHERE THIS PITCH CANNOT BE OBTAINED, RUNOUTS OVER 6' IN LENGTH SHOULD BE ONE SIZE LARGER THAN NOTED. 30. PROVIDE AN END OF MAN DRIP AT EACH RISE IN THE STEAM MAIN. PROVIDE CONDENSATE DRIPS AT THE BOTTOMS OF STEAM RISERS AND DOWN FED RUNOUTS TO EQUIPMENT, RADIATION, ETC., AND .AHEAD OF CONTROL VALVES. 31. REFER TO THE SPECIFICATIONS FOR COORDINATION DRAWING REQUIREMENTS. 03/14/2014 ESSU*D FOR PIAS U 100% CD 4. 12/10/2015 ISSUED FOR THD 2. 11/15/2012 ISSUED FOR FINAL RBPISF 8. 08/28/2018 ISSUED FOR 707E CD 1. 06/20/2018 ISSUED FOR SD ESTIMATE No. Date Revision MEP KHMERS Stanton 400 Morgan Center 101 Fart Diamond Street Butler, PA. 16601--68159 (724) 477-1257 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title MECHANICAL SYMBOLS, HVAC DRAWING LIST H001 MECHANICAL SYMBOLS, ABBREVIATIONS, AND NOTES 14102.2 SECOND FLOOR PLAN - HVAC DEMOLITION (PHASE 2) H1032 NORTH PENTHOUSE DEMOLITION PLAN (PHASE 2) 1120SB SUB -BASEMENT HVAC PLANS 11202.2 SECOND FLOOR PLAN - I -NAC DUCTWORK (PHASE 2) H203.2 NORTH PENTHOUSE PLAN (PHASE 2) H3022 SECOND FLOOR PLAN - HVAC PIPING (PHASE 2) H501 HVAC DETAILS H?O1 HVAC SCHEDULES H801 TEMPERATURE CONTROLS H802 TEMPERATURE CONTROLS ABBREVIATIONS AND NOTES Soele NTS Job No. Data 1208 03/14/14 Drawn ISM Checked TWH Approved DRI, Drawing No. H-001 565 Warburton Avenue Ifestinge on Hudson. NY 10706 014 475 8871 Architects Landecape Architects Interior Architects PETER GISOLFL ASSOCIATES REMOVE E7ISNG SLOT DIFFUSER ANO ASSOCIATED :' LENUM 5 6 REMOVE a + SLOT DIFFUSER . k ASSOCA : F PLENUM 1090 CFM 0 t 750 CFM 1170CF ' CO EX121c7 RX 100 �. 1-+,. RX 98x8 `1<riC RX48x8 I RX 48x15 VAV 11 100 VAV1Q 580 CFM Ii1IR iOx8 VAV4 10x10 750 CFM 14x10 SECOND FLOOR PLAN - HVAC DEMOLITION PLAN PHASE 2 118"=1'-0" HVAC KEY NOTES ❑1 REMOVE DIFFUSER. 0 EXISTING SLOT DIFFUSER TO REMAIN. 3l CAP, SEAL, ARID INSULATE DUCT. E4 DISCONNECT DUCTS. FROM GRILLES, CAP AND SEAL DUCT. • GRILLES SHALL REMAIN IN PLACE AND BE FITTED WITH A BLANK OFF PANEL BEHIND THE GRILLE. ❑5 DEMOLISH PORTION OF SHAFT WALL TO PERMIT REMOVAL OF DAMPER AND PROPER CAPPING SEALING OF THE DUCT RISER. REPAIR OPENING IN SHAFT WALL GENERAL NOTES 1. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY REMOVAL OF THE DRYWALL AND ACOUSTICAL TILE CEILINGS INSTALLED DURING PHASE 1 IN ORDER TO COMPLETE THE DEMOLMON OF EXISTING WORK, AND TO INSTALL THE REQUIRED 14E1N MECHANICAL WORK UNDER THIS PHASE. AFTER THE WORK IS DELETE, THE MECHANICAL CONTRACTOR SHALL REINSTALL f RECONSTRUCT THE CEILING. ANY SOILING OR DAMAGE TO THE CEILING CAUSED BY TME PROCESS SHALL BE CORRECTED BY THE MECHANICAL CONTRACTOR AT NO ADDITIONAL. COST TO THE OWNER. 2. CFMS INDICATED ON THIS PLAN ARE ORIGINAL INSTALLATION DESIGN VALUES AND ARE SHOWN FOR REFERENCE PURPOSES ONLY. 3. ALL EXISTING FIN -TUBE RADIATORS AND ASSOCIATED ENCLOSURES ALONG THE BUILDING PERIMETER SHALL REMO! IN PLACE. 4. PROVIDE PENETRATIONS OF EXISTING ROOF SLAB FOR RF -6-1 AND RF -6.2. REFER TO H-202.2 FOR LOCATIONS. 0 4' B' 16' 03/14/2014 ISSUED FOR PHASE 11 100% CD 12/10/2012 ISSUED FOR ffiD 3. 11/13/2012 ISSUED FOR FINAL R87j. w 06/86/2012 IED FOR 75% CD i. 06/20/2012 ISSUED FOR 9D ESTIMATE No. Date Revision IIP ENGINEER Stantec 400 urian Center 101 last Diamond Street Butler, PA 10001-5023 (724) 477-1287 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title SECOND FLOOR PLAN HVAC DEMOLITION (PHASE 2) Scale Job No. Date 1/H"=1'-0" 1206 03/14/14 Checked rim Approved DEL H-102. NO Warburton Avenue an Hudson. NT 10703 10311.M 3377 tet. Landscape *relations bnterlor Architects PETER GISOLFI ASSOCIATES frrw— r -- 1 3 'I) \ / - ter•_. 1 EX. EXH. . } m_ ,. .7,, �,,-. --- 4 ) ( FAN �)......_._..._._......... ; r- 3 / ,, `. , 't HVAC KEY NOTES N 1 4 REMOVE DUCT AND ASSOCIATED HANGERS AND SUPPORTS, AND INSULATION REMOVE PIPING AND ASSOCIATED APPURTENANCES, HANGERS AND SUPPORTS, AND INSULATION. ROTATE, RELOCATE, AND RESUPPORT THE EXISTING UNIT HEATER TO COORDINATE/ CLEAR THE NEWAHU.8. RECONNECT PIPING AND WIRING. REMOVE EXISTING 4" IPS AND 2' LPC GATE VALVES. REMOVAL AND INSTALLATION OF REPLACEMENT VALVES SHALL BE PERFORMED DURING THE 3 -DAY ANNUAL CAMPUS STEAM SYSTEM SHUT DOWN. THIS OCCURS ON THE TUESDAY, WEDNESDAY, AND THURSDAY AFTER MEMORIAL DAY. HVAC GENERAL NOTES 1. REFER TO THE ARCHITECT& AL / STRUCTURAL PLANS FOR DETAILS FOR FILLING IN SLAB OPENINGS AROUND NEW DUCTWORK 2. REMOVE ALL EXISTING STEAM AND STEAM CONDENSATE PIPING INSULATION IN PENTHOUSE BACK TO THE THE NEW INN ISOLATION VALVES NEAR THE RISERS / SHAFT. PROVIDE NEW INSULATION ON ALL EXISTING LPS AND LPC PIPING. 0 2' 4' B' # }- T ^- - 1 H *F f l 1 �� •' - -- i EX i42x29 SLAB\----____-- OPENING �. — — I ` - - - \ .. . I\ 1 1 i ;' 4' RX. 58x15 SA DN 1 I !„ a \ 1 i AI \ I :r7 I I� I I I i — — ± ' ��,tl 1 EX. PANELBD • ' RDC 48x15 SA DN I TO REMAIN � LI I 11 VN• I\ ——F..i`I 1111r -7 EX, ALC PANEL TO 6 I I Ili ^. 1� I' RX. 26x15 SA DN 1 ii I I 1 I EIC. STM. UH % \410 REMAIN ! EX. 4'H PAD I 1 RX. AMUS RX U -B RX 2.5" IPS 2111 i CONTROL PANEL I # I I I I fl IEfi ° 4RX. 1.25"LPCL]2 I I I " I I- E 12 Fes. 314' LPC I I ------ J SOLS' LJ li AL EX 1.25° 5. OS/1 /..i# WIRD FOR MBE II 100% Chi EX 1.75" LPC I c I 4. 1/10/2012 > FOR BID j rill. „ ' 3. 11/13/2012 REIM FOR MAL REV= ' � � / / .•.�-�` '� E%.4 ENERGY .■ I IP11 RECOVERY EX 25" LPS _ 2. 2212 ISSUED FOR CD 06U/2nia ISSUED FOR SD ESTIMATE PIPING� AND EF -13 1 19 ex. EF-10 G f EX. EF.103 No. nate Rel�on t STARTER— �" I MINK= (f Morgan CUIItl4' 101 Rent Diamlond Street Butler, PA 10601-3 (724) 477-1257 () I 11 L 1 1, 7al I tEx36xb0 + _mak • }Stantee JR AR J ION �. •. — — 1 111. j `Myr I I� RX. SCh 38 RA DN IN SHAFT RX, APPRDIL 26x76 OA 1 5EX , EX. 3' CHWS/R •5 � • • `' CuLN'TNECTION r0 RA 0 � . —1--.N , � � il 11 � � EX o tCMR I'^OA 4 w n ix m Et 2.5 i— — RX. 36x24 LOUVER I? "- EX. 66x20 Bor. ' �] Z .. CHWS/R ► EX2.5"LP5 1111 EX LAB EXHAUST f k�'-': ' i� ' � i j I+ { S4 J '. + O. e it DUCT, TYP. OF 7. a i - '� 1 ' . = ter- a, - EX 23x20 EXH. DN INTO SHAFT F b - v EC 73x26 E al. E7iHAUST)* (C,I=IERAL 11 Y +rJ� EX. d IPS AND T •' �� ' pYq' r • � LPC DN INTO SHAFT j r 111! INTO SIS EX. 3f4" LPC *"••. ect Tltle CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 1.4853 -. P. ©. ff./EI p ►+ -H"s1 ..__ EX. STA UH EX. 1.25' LPS f 4 . 1 I ID ili \ __ F �` 1 `•tib/. NORTH PENTHOUSE DEMOLITION PLAN PHASE 2 - LOIS Ey O� INTAKE WITH OA INTA4LE WITH MOTORIZED DAMPER NORTH PENTHOUSE DEMOLITION PLAN, PHASE 2 — HIGH Drawing Title NORTH PENTHOUSE DEMOLITION PLAN (PHASE 2) Scale '°b No.°wing 1/4"=1'--O" 1206 03/14/14 No. 1/4"=V -Cr • 114'=1V Drawn Checked Approved TWE Val DRL H-103.2 59 Warburton Avenue emote Hastings on Hudson. NY 10706 Landscape Architects 6114 475 3677 hiterior Architects PETER CISOLFI ASSOCIATES LIBRARY OFFICE 32x14 16x8 16x14 (EXISTING) V (EXISTING) MA SEMINAR 011294E TYP of 2 SEMINAR 2945 1D VAV-17 SEMINAR L'J820CFM 190 CONFERENCE 14x10 CAP AND SEAL, DUCT CAP, SEAL AND NSULATE DUCT- - _ VAV-27 26x12 SA@ VAV-14 VAV-13 VAV-13 CAP AND SEAL DUCT STUDY CARRELS SEMINAR SEAL AND LATE DUCT QUIET STUDY SEMINAR VAV-11 100 VAV-10 CORRIDOR 1200CE YAV-1Q SEMINAR 14x10 SEMINAR O SECOND FLOOR PLAN - HVAC DUCTWORK (PHASE 2) GENERAL NOTES 1. DIFFUSER BRANCH DUCT CONNECTIONS SHALL MATCH THE DIFFUSER NECK SIZE, UNLESS OTHERWISE NOTED. 2. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY REMOVAL OF THE DRYWALL AND ACOUSTICAL TILE CEILINGS INSTALLED DURING PHASE 1 IN ORDER TO COMPLETE THE DEMOLITION OF EXISTING WORK, AND TO INSTALL THE REQUIRED NEW MECHANICAL WORK UNDER THIS PHASE. AFTER THE WORK IS COMPLETE, THE MECHANICAL CONTRACTOR SHALL REINSTALL ! RECONSTRUCT THE CEILING. ANY SOILING OR DAMAGE TO THE CELING CAUSED BY THE PROCESS SHALL BE CORRECTED BY THE MECHANICAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3. ELBOWS SHOWN AS RADIUS TYPE SHALL HAVE A CENTERLINE RADIUS OF 1.5 TIMES THE DUCT WIDTH IN THE PLANE OF THE CHANGE IN DIRECTION. FURTHERMORE, RECTANGULAR RADIUS ELBOWS WIDER THAN 10" SHALL HAVE SPLITTER VANES (MAGNA ELBOW TYPE RE3) AS PER THE LATEST EDITIONS OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE, AND THE MAGNA HVAC DUCT DESIGN MANUAL. KEYNOTES ❑1 a CONNECT TO EXISTING DUCTWORK. PROVIDE NEW SMOKE f FIRE DAMPER AND DUCT MOUNTED SMOKE DETECTORS AT DUCT RISERS. REPAIR SHAFT WALL AND SLAB AROUND NEW LEERS. 30x30 WITH MOTORIZED DAMPER UP TO UP TO RF.6-2. 30x30 WITH MOTORIZED DAMPER UP TO RF -6-1. 22110 ACOUSTICALLY LINED TRANSFER DUCT. DUCT STATIC PRESSURE SENSOR PILOTING AHU.6 SUPPLY FAN SPEED. BALANCE BLANCH DUCT ! AIR DEUCE TO CFM INDICATED PROVIDE SOUND LAGGING ON DUCT. PROVIDE 1.5" THICK FIBERGLASS BOARD INSULATION ON EXISTING SUPPLY PLENUMS. ID TOP ELEVATION OF SLOT DIFFUSER SHALL MATCH THE TOP ELEVATION OF THE EXISTING SLOT DIFFUSERS. 11 SINGLE SPACE TEMPERATUR SES SHALL PILOT ALL OF THE VAV TERMINAL UNITS INDICATED. g. TRANSITION FROM 42x18 TO 42x18 BELOW SLAB, UPSTREAM OF A VANED ELBOW. 13 ROUTE DUCT TO AVOID RECESSED LIGHT FIx7URES. 14 PROVIDE NEW 254' PERFORATED FACE DIFFUSER AT LOCATION OF REMOVED DIFFUSER IN NEW CEILING GRID. MATCH EXISTING NECK SIZE AND CONNECT TO DUSTING TAP -IN CONNECTION BRANCH DUCT. DIFFUSERS SHALL BE TITUS PAS 1 PAS44TOR APPROVED EQUAL). VERY CEILING GRID TYPE AND NECK SIZE PRIOR OR ORDERING, BALANCE TO CFM MEASURED PRIOR TO DEMOLITION. 15 36x16 TRANSFER OPENING IN WALL ABOVE CEILINGS. 1B OPEN WALL AS REQUIRED TO PROPERLY CAP AND SEAL THE DUCT/PLENUM OPENING. REPAIR SHAFT WALL. 17 PROVIDE A 16x10 CONNECTION BETWEEN THE (FORMER) EXHAUST DUCT AND THE RETURN DUCT. 18 REMOVE DRYWALL CELING IN I.T. ROOM TO PERFORM WORT{ SHOWN ON THIS SHEET AND ON H-102.2. REPAIR AND PAINT CEILING AFTER PERFORMING WORK. 0 4' 8' 16' 03/14/2014 Tin FOR PRASE D 100X CD 4. 12/10/2012 1SSt1Eg FOR 111D 3. 11/13/2012 ISSUED FOR FIN&L WHEW S. 1. 00/20/2012 00/20/2012 ISSUED FOR 75% CD DOTED FOR SD ESTIVATE o. Date Revision NEP MOWER Stented 400 Morgan Center 101 Enst iSimani meet Butler. PA 10001-5923 (724) 477-1257 Stomp ProJeot Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title SECOND FLOOR PLAN — HVAC DUCTWORK (PHASE 2) Seale rob No. Date 1/8"=1'-0" 1208 03/14/14 Approved rw11 TWH DRL Drawing No. H-202. 500 Warburton .venue on Hadion. NY 10700 11V:Ilar 3677 Architect" Landscape Arceecta PETER GISOLFI ASSOCIATES . t c { 42x12 SA 4202 SA m 42€12 VAV-14 VAV-13 VAV-13 CAP AND SEAL DUCT STUDY CARRELS SEMINAR SEAL AND LATE DUCT QUIET STUDY SEMINAR VAV-11 100 VAV-10 CORRIDOR 1200CE YAV-1Q SEMINAR 14x10 SEMINAR O SECOND FLOOR PLAN - HVAC DUCTWORK (PHASE 2) GENERAL NOTES 1. DIFFUSER BRANCH DUCT CONNECTIONS SHALL MATCH THE DIFFUSER NECK SIZE, UNLESS OTHERWISE NOTED. 2. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY REMOVAL OF THE DRYWALL AND ACOUSTICAL TILE CEILINGS INSTALLED DURING PHASE 1 IN ORDER TO COMPLETE THE DEMOLITION OF EXISTING WORK, AND TO INSTALL THE REQUIRED NEW MECHANICAL WORK UNDER THIS PHASE. AFTER THE WORK IS COMPLETE, THE MECHANICAL CONTRACTOR SHALL REINSTALL ! RECONSTRUCT THE CEILING. ANY SOILING OR DAMAGE TO THE CELING CAUSED BY THE PROCESS SHALL BE CORRECTED BY THE MECHANICAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3. ELBOWS SHOWN AS RADIUS TYPE SHALL HAVE A CENTERLINE RADIUS OF 1.5 TIMES THE DUCT WIDTH IN THE PLANE OF THE CHANGE IN DIRECTION. FURTHERMORE, RECTANGULAR RADIUS ELBOWS WIDER THAN 10" SHALL HAVE SPLITTER VANES (MAGNA ELBOW TYPE RE3) AS PER THE LATEST EDITIONS OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE, AND THE MAGNA HVAC DUCT DESIGN MANUAL. KEYNOTES ❑1 a CONNECT TO EXISTING DUCTWORK. PROVIDE NEW SMOKE f FIRE DAMPER AND DUCT MOUNTED SMOKE DETECTORS AT DUCT RISERS. REPAIR SHAFT WALL AND SLAB AROUND NEW LEERS. 30x30 WITH MOTORIZED DAMPER UP TO UP TO RF.6-2. 30x30 WITH MOTORIZED DAMPER UP TO RF -6-1. 22110 ACOUSTICALLY LINED TRANSFER DUCT. DUCT STATIC PRESSURE SENSOR PILOTING AHU.6 SUPPLY FAN SPEED. BALANCE BLANCH DUCT ! AIR DEUCE TO CFM INDICATED PROVIDE SOUND LAGGING ON DUCT. PROVIDE 1.5" THICK FIBERGLASS BOARD INSULATION ON EXISTING SUPPLY PLENUMS. ID TOP ELEVATION OF SLOT DIFFUSER SHALL MATCH THE TOP ELEVATION OF THE EXISTING SLOT DIFFUSERS. 11 SINGLE SPACE TEMPERATUR SES SHALL PILOT ALL OF THE VAV TERMINAL UNITS INDICATED. g. TRANSITION FROM 42x18 TO 42x18 BELOW SLAB, UPSTREAM OF A VANED ELBOW. 13 ROUTE DUCT TO AVOID RECESSED LIGHT FIx7URES. 14 PROVIDE NEW 254' PERFORATED FACE DIFFUSER AT LOCATION OF REMOVED DIFFUSER IN NEW CEILING GRID. MATCH EXISTING NECK SIZE AND CONNECT TO DUSTING TAP -IN CONNECTION BRANCH DUCT. DIFFUSERS SHALL BE TITUS PAS 1 PAS44TOR APPROVED EQUAL). VERY CEILING GRID TYPE AND NECK SIZE PRIOR OR ORDERING, BALANCE TO CFM MEASURED PRIOR TO DEMOLITION. 15 36x16 TRANSFER OPENING IN WALL ABOVE CEILINGS. 1B OPEN WALL AS REQUIRED TO PROPERLY CAP AND SEAL THE DUCT/PLENUM OPENING. REPAIR SHAFT WALL. 17 PROVIDE A 16x10 CONNECTION BETWEEN THE (FORMER) EXHAUST DUCT AND THE RETURN DUCT. 18 REMOVE DRYWALL CELING IN I.T. ROOM TO PERFORM WORT{ SHOWN ON THIS SHEET AND ON H-102.2. REPAIR AND PAINT CEILING AFTER PERFORMING WORK. 0 4' 8' 16' 03/14/2014 Tin FOR PRASE D 100X CD 4. 12/10/2012 1SSt1Eg FOR 111D 3. 11/13/2012 ISSUED FOR FIN&L WHEW S. 1. 00/20/2012 00/20/2012 ISSUED FOR 75% CD DOTED FOR SD ESTIVATE o. Date Revision NEP MOWER Stented 400 Morgan Center 101 Enst iSimani meet Butler. PA 10001-5923 (724) 477-1257 Stomp ProJeot Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title SECOND FLOOR PLAN — HVAC DUCTWORK (PHASE 2) Seale rob No. Date 1/8"=1'-0" 1208 03/14/14 Approved rw11 TWH DRL Drawing No. H-202. 500 Warburton .venue on Hadion. NY 10700 11V:Ilar 3677 Architect" Landscape Arceecta PETER GISOLFI ASSOCIATES 3) r } EX. EXH. AN 1 14 g oe d • • • 36k58 SA 16 11 EOC PANELED TO REMAIN NEW ALC CONTROL PANEL FOR THE AHU-6 SYSTEM EX. ALC CONTROL PANEL TO REMAIN VFD FOR AHU-6 SUPPLY FANS EX. ALC CONTROL PANEL TO RE'IuIA I • • -- C.O.Elff . 3' CHWSII 24"W x 144'L x 60"H SUPPLY PLENUM 44x16 SA DN 42x18 SA DN 42x16 SA DN 36x58 SA CONNECTION TO AHD, TYP. OF 2 EX 1.25" LPC EX. VFDS AND D-103 N. 1 H- EX EF -103 24"WX 772" TALL��+ ACCESS DOOR 50x36 MIXED AR O 52x36 OA 1 a l EX. 36x10 EXH. 52x36 1.25" CD 0 L EX 2.5" t 2.5" LPS rn a 50 3B RA DN IN SHAFT CHWSIR EK 2.5" LPS • —3 -- TOSIIE OF 5003 PLENUM TO PERMIT CONNECTION OF 52x36 OA DUCT COMING THROUGH THE WALL 1-7 EC 4" ILS AND r LPC DN INTO SHAFT EX 4' CHWSht DN INTO SHAFT 0 NORTH PENTHOUSE PLAN, PHASE 2 - LOW GREENHECK FGI GRAVITY INTAKEVENTILATOR WITH 36x76 THROAT OVERALL DIMS: 74x123x19H. THE BOTTOM OF THE AIR INTAKE SHALL BE NO LESS THAN 42" ABV. THE FINISHED ROOF SURFACE. W • F 3 NORTH PENTHOUSE PLAN, PHASE 2 - HIGH 114" =1'" E. 23ao EXH. DN INTO SHAFT {GENERAL EXHAUST) HVAC KEY NOTES 2 3 r4i L1 171 0 VFD FOR RF -6-1 AND RF -6-2. EXTEND HOUSEKEEPING PAD TO SUIT NEW UNIT DIMENSIONS. CONNECT 2.5" LPS AND 1.25' LPC TO STEAM COIL N NEW AHU-6. TEMPORARILY REMOVE THE EXHAUST FAN , ALONG WITH EXTERIOR LOUVERED WALL OF.THE PENTHOUSE AND ASSOCIATED INSULATED SHEETMETAL PLENUM TO PERMIT THE INSTALLATION OF THE NEW AHU-13. REPLACE AND RESTORE ALL WORKAFTER AHU-6 IS INSTALLED AND OPERATIONAL 52x36 OA DUCT; SPLIT INTO TWO SIDES - 20x36 MIN. OA AND 32x36 ECONOMIZER OA. NOTE THE ANGLE OF THE DARER BLADES AS GRAPHICALLY INDICATED ON THIS SHEET. ORIENT DAMPER TO HELP PROMOTE MIXING OF THE OUTDOOR MR WITH TIE RETURN AIR IN THE 38x24 MIXED AIR DUCT. SHEET METAL PLENUM. 130"L X HEIGHT OF THE UNIT CONNECTION X 30" DEEP. PLENUM SHALL BE CONSTRUCTED AND SUPPORTED TO PERMIT PERSON ENTRY FOR FILTER CHANGES WITHOUT DAMAGING THE PLENUM FLOOR. IT IS ANTICIPATED THAT THE OA DUCT SHALL PENETRATE WALL OF PENTHOUSE ABOVE THE HORIZONTAL CHANNEL THAT I5 PART OF THE WALL FRAMING, LOCATED APPROX. HALFWAY UP THE WALL ELEVATION. THE BOTTOM OF THE OA DUCT PENETRATION SHALL BE AS CLOSE TO THE TOP OF THE CHANNEL AS IS PRACTICAL HOWEVER, PENETRATING JUST BELOW THE CHANNEL 15 ALSO ACCEPTABLE. THE CONTRACTOR SHALL INDICATE WHICH ELEVATION IS CHOSEN 1N THE SHOP DRAWINGS. RE -SUPPORT THE EXISTING BRANCH LPC Ppm SERVING AHU-6 TO PRODUCE A STEADY SLOPE, MINIMUM 114' PER FOOT. DUE TO THE CONGESTED FRE -DEMOLITION CONDRIONS, THE CONTRACTOR SHALL FIELD VERIFY THE SUITABILITY AND SPACE AVAILABILITY FORME DUCT AND PLENUM SIZES INDICATED AFTER BEGINNING DEMOLITION. REPORT FINDINGS TO THE ENGINEER F ANY OF THE DIMENSIONS INDICATED ON THIS PLAN ARE NOT PRACTICAL. THE CONTRACTOR SHALL ADVISE ON WHAT PLENUM DIMENSIONS ARE PRACTICAL WITHOUT DISTURBING UNRELATED WORK. 111_10DUCT DETECTOR DE-ENERGIiES AHU-6 (PON DETECTION OF SMOKE. THE DETECTOR SHALL BE LOCATED TO SAMPLE AIR ONLY FROM THE 50x36 RETURN AIR RISER. 11 SET AHU TO PROVIDE MIN.12" CLEARANCE (CORNER TO CORNER) BETWEEN AHU AND ENERGY RECOVERY COIL CABINET. 12 CORE DRILL FLOOR TO PERMIT THE TRAP TO BE CONSTRUCTED TO THE REQUIRED DIMENSIONS PER THE DETAIL ON H-501. 13 RELOCATE, ROTATE, AND RE SUPPORT AT A HIGHER ELEVATION THE EXISTING STEAM UNIT HEATER AND ASSOCIATED BRANCH PIPING AS REQUIRED TO CLEAR NEW AHU CABINET. THE ENTIRE END WALL OF THE PENTHOUSE IS LOUVER, AND UNUSED SECTIONS ARE FITTED WITH A BLANK OFF PANEL BACKED WITH INSULATION THAT WILL BE REMOVED BY THE ABATEMENT CONTRACTOR. AFTER NEW WORK IS COMPLETED, PATCH THE BLANK OFF PANEL AS REQUIRED AND RE -INSULATE WITH 2' THICK KB DENSITY FIBERGLASS BOARD INSULATION WITH AN FSI[ OR ALL SERVICE JACKET. PROVIDE ADHEASIVE PINS AND WASHERS. 13 NEW 4' LPS AND 2' LPC STEAM BUTTERFLY VALVES. INSTALLATION OF REPLACEMENT VALVES SHALL SE PERFORMED DURING THE 3 -DAY ANNUAL CAMPUS STEAM SYSTEM SHUT DOWN. THIS OCCURS ON THE TUESDAY, WEDNESDAY, AND THURSDAY AFTER MEMORIAL DAY. 1B POSITION DUCT CONNECTION AS HIGH AS POSSIBLE TO MAKE ROOM FOR FS DAMPERS ABOVE TOP OF SLAB. it FURNISH FS DAMPERS WITH EXTENDED SLEEVES TO ACCOUNT FOR SLAB THICKNESS (OVER 181; VERIFY IN FIELD). 18 AHU FACTORY -MOUNTED DISCONNECT SWITCH FOR SUPPLY FAN MOTORS. 03/14/2014 MORD FOR PRASE 11 100% [� 4. 12/10/2012 3. 11/19/2212 ISSUED FOR MD ISSUED FOR FINAL REY= 2. O2/29/2012 ISSUED FOR 75X CD 1. 06/21)/81)12 mum FDR SD SS num No. Date Re�lision NEP INGINKEZ Stactee 400 Morgan Center 11)1 ENO. Dismand Street Sutler, FA 16001-0953 (724) 477-1257 HVAC GENERAL NOTES 1. LPC PIPING SHALL BE SLOPED AT A MINIMUM OF 114" PER FOOT, EXISTING LPC PIPING SHALL BE RE -SUPPORTED TO PRODUCE THIS SLOPE. 2. INSTALL STEAM COIL TRAPS BELOW THE COL OUTLET AS DIMENSIONS IN THE DETAIL ON 1-501 TO ASSURE POSITIVE CONDENSATE DRAINAGE. 3. THE HVAC CONTRACTOR IS RESPONSIBLE FOR FLASHING AND SEALING WATERTIGHT THE NEW PENTHOUSE WALL DUCT PENETRATIONS, AND FOR MAKING REPASS AND PATCHES TO THE WALL TO MATCH ADJACENT CONDITL0NS AND MATERIALS, THAT ARE MADE N SSARY AS A RESULT OF THE MECHANICAL DEMOLITION AND NEW WORK SCOPE OF THIS PROJECT. 4. REPAIR EXISTING INSULATION ON PIPING WHERE DISTURBED BY THE SCOPE OF THIS PROJECT. 5. REFER TO THE ARCHITECTURAL 1 STRUCTURAL PLANS FOR DETAILS FOR FILLING IN SLAB OPENINGS AROUND NEW DUCTWORK PENTRATIONS OF THE PENTHOUSE SLAB WITHIN THE EXISTING OPENINGS. 6. REMOVE ALL EXISTING STEAM AND STEAM CONDENSATE PIPING INSULATION IN PENTHOUSE BACK TO THE THE NEW MAIN ISOLATION VALVES NEAR THE RISERS 1 SHAFT. PROVIDE NEW INSULATION ON ALL EXISTING IFS AND LPC PIPING. 0 2 4' 8' Stamp ot Tithe CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title NORTH PENTHOUSE PLAN (PHASE 2) Job No. Date 1/4"=1'-0" 1206 03/14/14 Dra Chid TWH Approved DLL 11-203.2 555 Warburton Avenue Eeit . on gia�, r4Y t070 014 A 3577 Arohitectr Landscape Architeots Interior Architects PETER OISOLFI ASSOCIATES r 0 J DUSTING 1201208 , RI�CTRI[ -PANEL - CIRCUITS 4 AND 6 SHAT L BE USED AS REQUIRED 1351TFE ATC SYSTEM SUPPLE FOR ADDITIONAL CONTROL' POWER i O f. -----4----- EXISTING ALC CONTROL PANEL TO REMAIN. EXTEND SYSTEM FROM THIS PANEL TO PROVIDE THE REQUIRED CONTROL POI 1TS FOR NEW HEAT EXCHANGERAND EXISTING PUMPS EX1O''9V EX10' SV 4 .... 0;w��v170747i47 70ia4•747i1r:4b-iii.:.:e.a 4'#.- ' ECT2' TWO X TING 1 PSBIATED OLEANN NEAI1f) • VENT INTO ONE OF TIE TEAM VENTS 1HE PRVSTATION IN GENERATOR ROOM EX. HPS {50.65 10 EX. 4" LPS (10 PSIG) 1 E P-fi Td EX.1.5' LPC Ex. 2.5" HWS UP —..4 EX.2S" HWR UP f PARTIAL SUB -BASEMENT HVAC PLAN 1/8NW11 ON EXISTING TRENCH DRAIN ENLARGED DEMOLITION PLAN 114"=1'-O REMOVE SECTION OF PIPE FOR NEW CONNECTION 1l2"CWDOWN TO WELDER EX. P.6A TO REMAIN RQ CAP AND INSULATE PIPE END, TYP. OF 2 EX. CW 0 4' 8' MOTOR CONTROL CENTER CONTAINING G MOTOR STARTERS FOR P.6 AND - P 'PROVIDE" ASW1TCH-FOR------- - - - - - - - _-- _ _ - - _._ ._ _ _.� ._ _,_._._ BOTH STARTERS AND MODIFY THE STARTER'S CONTROL CIRCUIT WIRING AS REQ IRED TO PERMIT START -STOP OF THESE PUMPS THROUGH TFEE AUTOMATED LOGIC SYSTEM. REMOVE ANY WIRING TO THE STARTERS FROM -CONTROLPANEL. E i E EXISTING JCI CONTROL PALL TO REMAIN 0 4' 8' Ifi E7(. HPS (8085 (TO THE LPC THAT IS APPROX 181 ABOVE THE FINISHED EX 1S„ FLOOR) .` LPC EXISTING TRENCH DRAIN 1 i IDC PKI1f (. 4' LPS (10 PSIG) 54' WIDE SERVICE AISLE; DO NOT BLOCK{ W+MV�J �i�T�7 7 CHEM. EX. NBA AIR SEPERATOR; MOUNT AS HIGH AS POSS1BLE 1I2" CW ENLARGED NEW WORK PLAN 1/4"=1'-0" NOTE REFER TO FLOW DIAGRAM FOR ADDDmONAL WORK REQUIRED, PIPING APPURTENANCES, AND PIPE SIZES. EX. CW 0 4' 8' GENERAL NOTES 1. NOT ALL REQUIRED PIPING WORK AND PIPING APPRUTENANCES ARE SHOWN HERE FOR CLARITY. REFER TO H701 FOR FIYDRONIC FLOW DIAGRAM FOR ADDITIONAL INFORMATION. REFER TO THE 1.800 SERIES SHEETS FOR PIPELINE !IOUNTED TEMPERATURE SENSORS. 2. PERFORM A SYSTEM SHUT DOWN / DRAIN DOWN TO PERFORM HYDRONIO SYSTEM DEMOLITION WORK AND MAID= HYDRONIC SYSTEM PIPING CONNECTIONS TO EXISTING. RE -ILL AND PURGE THE SYSTEM OF AIR. CHEMICALLY TREAT THE SYSTEM IMMEDIATELY AFTER FLUNG AND PURGING OPERATIONS ARE COMPLETE 5. 03/14/2014 4. 12/10/2012 S. 11/13/8012 2. 03/28/2012 1. 03/20/2012 No. Data MEP ENGINEER Stantee 400 Karon Center 101 Beat Diamond Street. Butler, PA 10001-5923 (724) 477-1257 ISSUED FOR PIASE 1t 100% CD ISSUED FOR 75% CD Stamp KEYNOTES Q CONNECT TO EXISTING 2.5' HWR AT BASE OF EXISTING RISER. 0 CONNECT TO FASTING 2.5" HWS AT BASE OF EXISTING RISER. 3E REMOVE ALL HYDRONIC PIPING, SUPPORTS, AND PIPE LINE VALVES, TEMPERATURE SENSORS, AND OTHER APPURENANCES ASSOCIATED WM1 P-6 AND P.6A BACK TO THE POINTS INDICATED. Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing TIM SUB—BASEMENT HVAC PLANS Job No. Date VARIES 1206 03/14/14 628 Warburton Avenue 014 4 3877 on Baan, NY 10700 awing No. -20S Architects Lendecepe Architect' Interior Arohitecte PETER GISOLFI ASSOCIATES LIBRARY OFFICE VAV-17 SEMINAR VAV-73 EX 12x8 VAV-27 42x12 SA VAV-13 14x10 STUDY CARRELS OMMONS SEMINAR SEMINAR 10x8 RA QUIET STUDY 290 (A.V-' CORRIDOR 38x12 RA VAV-1#} VOA 1 UAV -12 T4C :. 52x12- SEMINAR 18x12 1 iief SEMINAR 2' HINSIR UP IN PIPE CHASE SECOND FLOOR PLAN -HVAC PIPING (PHASE 2) 118"1'-4" GENERAL NOTES 1. HWS AND HAIR BRANCH PfPING CONNEC11ONS TO EACH VAV BOX SHALL BE 3/4'. 0 4' 8' 16' OS/14/2014 ISSUED FOR PHASE II 100% CD 4. 12/10/2012 ISSUED FOR IDD 5. 11/13/2012 ISSUED FOR FINAL REVIEW 2. 09/23/2012 ISSUED FOR 75 CD 1. 08/20/2012 ISS FOR SD ESI!MATE No. Date Renriallon INGINNER Stante* 400 Morgan Center 101 Rant Diamond Street Butler. PA. 10001-5923 (724) 477-1257 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Dreewiug Title SECOND FLOOR PLAN — HVAC PIPING (PHASE 2) Scale Job No. 1/8"=1'-0" 1208 Date 03/14/14 Checked Approved DRL Drawing No. -302.2 550 Warbnrteaa Avenue RIMon Hudson. NT 10705 3877 Arohiteotm Landscape Abtteeta Interior Aararfiteata PETER GISO LPI ASSOCIATES DUCT WITH INTEGRAL COUNTER FLASHING OR EQUIPMENT BASE AS APPLICABLE, HINGED FAN BASE FOR ACCESS TO AFMS SECURE FAN TO CURB FASTEN COUNTER FLASHING THROUGH VERTICAL SIDE OF CURB INTO NALER FAN DISCONNECT SWITCH BIRDSCREEN SUPPORT FROM STRUCTURE D = LARGER OF THE TWO INSEE FLOW DIMENSIONS OF THE HORZONTAL DUCT VAC. BREAKER N.C. BYPASS VALVE MODULATING CONTROL VALVE LPS ROOFING INSULATION GASKETKOR SEALANT SUPPORT TO FASTTO CURB NAILER ON VERTICAL SIDE AJIL.ROOF INSULATION EN DUCT OF MATERIAL SPECIFIED. TURN FLANGE OUT AND DROP DOWN THROUGH CURB ..... .ter. NEM ROOF DECK FLASHING to fintiNTROf LINED TRANSFER DUCT, SEE PLANS FOR CLEAR INSIDE DIMENSION -MIN 1.54 werrearteri MINIM NOTE: FOR INSTALLATIONS IN EXISTING ROOFING ALL CUTTING, SUPPLEMENTAL FRAMING, AND PATCHING, ETC. IS BY HVAC CONTRACTOR. PERFORM WORK Ed SUCH A MANNER AS TO MAINTAIN ROOFING WARRANTY. ROOF RAIL DETAIL NTS DNAI — ROOF CURB ROOFING MATERIAL DUCT WORK AND EQUIPMENT CONNECTION TO ROOF CURB DETAIL NOTES: 1. COORDINATE MECHANICAL EQUIPMENT REQUIRING CURBS OR OTHER ROOF WORK WITH THE GENERAL TRADES. TREATED WOOD BLOCKING FAN-NLET TYPE AFMS MOTORIZED DAMPER DUCT OPEN END DUCT LINED TRANSFER DUCT MATCHING NECK SIZE 2. FOR INSTALLATIONS IN EXISTING ROOFING ALL CUTTING, SUPPLEMENTAL FRAMING, AND PATCHING, ETC. IS BY HVAC CONTRACTOR. PERFORM WORK IN SUCH A MANNER AS TO MAINTAIN ROOFING WARRANTY. 3. THE TOP OF TI -IE CURB SHALL BE A MINIMUM OF 8 INCHES ABOVE THE FINISHED ROOF. RELIEF FAN DETAIL NTS CLEANOUT PLUG DRAIN PAN ISEE SPECIFICATIONS FOR DRAIN PPI4G MATERIAL AND IIIANSI LOTION IMP R M limn, H 1 : BLOW-THRU -1 INCH H 1 : DRAW-THRU - FAN FILET PRESSURE IN INCHES + 1 INCH H 2: BLOW-THRU - FAN OUTLET PRESSURE IN INCHES + 1 INCH H 2: DRAW-THRU -112 OF FAN INLET PRESSURE IN INCHES + 112 INCH PRESSURE INDEPDENDANT FLOW LIMITING VALVE ip TEMPERATURE CONTROL VALVE 1" FLUSHING BYPASS —\ NOTE 1. INCREASE UNIT PAD f STRUCTURE f CURB DIGHT TO ACHIEVE SPACE REQUIRED TO INSTALL TRAP DEPTH. NECESSARY TO ACCOMODATE 1.25 TEAES SCHEDULED AHL# STATIC PRESSURE. 2. UTILIZE TEMPORARY TRAP UNTIL ACTUAL AI -NJ STATIC PRESSURES ARE MEASURED BY THE TAB CONTRACTOR. INSTALL PERMANENT TRAP BASED UPON ACTUAL READINGS. CONDENSATE TRAP DETAIL DRAIN (TYP) NOTE: ARRANGE PIPING CONNECTIONS WITH UNIONS TO PERMIT COIL REMOVAL 9 1?' 1J? GAUGE MANIFOLD TUBI REfURN7S N.C. SUPPLYS BRASS HOSE CONNCAP AND CHAIN NOTE PROTECT ALL NEW OR ALTERED PENETRATIONS DF THE PENTHOUSE FLOOR WITH A WATERSTOP AS DETAILED HERE AHU CHILLED WATER COIL PIPING DETAIL NTS CONTINUOUS WELD AT CORNERS 2"X2"7118 ALUMINUM ANGLE SET IN BED OF SEALANT ANCHOR S' O.C. WITH LAG SCREWS FLOOR SLAB PENETRATING ITEM PENTHOUSE MECHANICAL ROOM FLOOR PENETRATION WATERSTOP DETAIL NTr CEILING RETURN AIR GRLLE RETURN AIR GRILLE TERMINATION DETAIL N.T.S. DISTRIBUTED TYPE STEAM COL BRASS HOSE CAPANDS CHAIN, TVP. THERMOSTATIC AIR VENT $IZE INDICATED ON THE PLANS SHALLATCH LPC SIZE II+ICAT'ED ON N.C. THE PLANS NOTES: 1. CAPACITY OF EACH TRAP SHALL BE 2 TIMES THE CONDENSING RATE OF COILS AT II2 PSI DIFFERENTIAL PRESSURE. 2. BYPASSES SHALL MATCH THE RESPECTIVE LPS AND LPC PIPING SUES INDICATED ON TTiE PLANS. F&T TRAP, TYP OF 2 LPC• SIZE AS INDICATED ON ' THE PLANS TO LOW PRESSURE STEAM CONDENSATE STEAM COIL PIPING DETAIL NTS FREISMOKE RATED WALL PROVIDE CLEARANCE ON TOP AND SIDES FOR EXPANSION APPLY SEALANT TO JOINT ALL AROUND ON BOTH SIDES OF WALL 16 GAGE SLEEVE HORIZONAL BLADE TYPE FIRE SMOKE DAMPER WITH UL RATING AND STAMP CAULK AROUND DAMPER AND SLEEVE JOINT PROVIDE EXTERNAL INSULATION AS SPECIFIED UP TO WALL . FUSIBLE LINK WI LOCK AND CLOSING SPRING DAMPER ACTUATOR {MOUNTED OUT OF THE AIRSTREAM} WI AUXILIARY SHAFT AND RESETTABLE FIRE LINK (MOUNT DAMPER IN ACCORDANCE WITH SAMNA SO ACTUATOR AND TTS OPERATION ARE NOT IMPEDED BY THE WALL) DUCT ACCESS DOOR LABELED 'FIRE/SMOKE DAMPER ACCESS' SMOKE DETECTOR DUCTWORK PROVIDE BREAKAWAY CONNECTION IN ACCORDANCE WITH SMACNA. "6 RETAINING ANGLES SHALL BE 2"x2'xlir AND SHALL BE SECURED TO 16 GA. SLEEVE IN ACCORDANCE WETIf SMACNA. DO NOT SECURE ANGLES TO WALL OR FLOOR. PROVIDE ANGLES ON ALL FOUR SIDES OF SLEEVE AND BOTH SIDES WALL OR FLOOR. COMBINATION FIRE/SMOKE DAMPER DETAIL NTS SPLITTER VANES SHEETMETAL SAFING ALL AROUND SEAL ALL AROUND PRESSURE INDPENDENT AUTOMATIC FLOW BALANCING VALVE MANUAL VOLUME '9 DAMPER. TURNING VANES ( SEE DETAIL THIS SHEET ) INSULATED RECTANGULAR BRANCH DUCT VAV TERMINAL UNIT HEATING CON. " FLUSHING LINE •.' "�#11111111;111111.iiLd«. 1! SEAL ALL AROUND STUD PARTITION PACK GLASS FIBER INSULATION AROUND DUCT FULL DEPTH OF PARTITION DUCT PASSING THRU STUD WALL PARTITION DETAIL SUPPLY DUCT. SIZE AS NOTED ON FLOOR PLANS VAV TERMINAL HEATING COL TRANSITION NOTE: THE CONTROL VALVE SHALL BE A BEL IMO CHARACTERIZED BALL VALVE. THE PRESSURE INDE PETNDANT AUTOMATIC FLOW BALANCING VALVE SHALL BE A SEPERATE VALVE. A COMBINED PI BALANCING VALVE 1 CONTROL VALVE 15 NOT ACCEPTABLE. VAV TERMINAL UNIT NTS HOT WATER COIL DETAIL MIN 2 DIAMETERS, MAJL 4 DIAMETERS LENGTH OF SHEET ENTAL INLET DUCT OR AS RECOMMENDED BY MANUF. SIZE OF INLET DUCT SHALL MATCH EJNIT INLET SIZE. ACCESS PANEL TRANSITION TO INLET SIZE UNIT CONTROL PANEL SEE PLANS FOR LOCATION ON EACH VAV BOX. VAV BOX DETAIL NTS MAIN SUPPLY DUCT SIZE AS NOTED ON FLOOR PLANS C1II4G DIFFUSER INSULATED FLEXIBLE DUCT, MAXIMUM LENGTH 5'-0`. USED FOR FINAL ALIGNMENT OILY TERMINATE FLEXIBLE DUCT WITH CAULKING AND STAINLESS STEEL WORM GEAR CLAMPS, TYP. METHOD 1: 1. PROVIDE INSULATION ON DUCTWORK UP TO THE DIFFUSER NECK. 2. THIS METHOD APPLIES WHERE A RECTANGULAR DUCT IS SHOWN CONNECTING TO A DIFFUSER. 3. THIS METHOD MAY ALSO BE USED WHERE INSUFFICIENT SPACE EXISIS FOR METHOD Z THE BRANCH DUCTS SHALL BE SIZED AS FOLLOWS: 60 NECK - 8x4 BRANCH DUCT 80 NECK - 10x8 BRANCH DUCT 100 NECK -12x7 BRANCH DUCT 120 NECK - 14x8 BRANCH DUCT 140 NECK -16x18 BRANCH DUCT INSULATED ROUND BRANCH DUCT SUPPORT FROM STRUCTURE FLEXIBLE DUCT SUPPORT EVERY 2'-O FLEXIBLE DUCT, MAXIMUM LENGTH 5'-01. USED FOR FINAL ALIGNMENT ONLY INSULATED SMOOTH ROUND ELBOW. MINIM /PA RJDE1 e MANUAL VOLUME DAMPER. '-CEILING TERMINA4TE WITH CAULDUCKING Wllw CAUIJ{ING AND L WO STAINLESS a sTEWORM GEAR CLAMPS, TVP. DIFFUSER METHOD 2: 1. PROVIDE INSULATION ON DUCTWORK UP TO THE DIFFUSER NECK. 2, THIS METHOD APPLIES WHERE A ROUND DUCT IS SHOWN CONNECTING TO A DIFFUSER. 3. METHOD 2 MAY SUBSTITUTE FOR METHOD 1 WHEREVER SPACE IS AVAILABLE FOR THE ELBOW CONNECTING TO THE DIFFUSER NECK. THE BRANCH DUCT SIZE SHALL MATCH THE DIFFUSER NECK SIZE. NTSDIFFUSER CONNECTION DETAILS USWHInESIGN E E 90°ROUND OR RECTANGULAR RADIUS ELS ARE SHOWN ON PIANS WHEREDESIGN SQUARE 90° ELS ARE SHOWN ON PLANS OR IF SPACE CONDITIONS DO NOT PERMIT INSWATION OF RADIUS 9LS FULL RADIUS 90°ELBOW SQUARE 90°ELBOW CONSTRUCTION OF 91II°ELBOW SPLITTER VANES USE THIS DESIGN WHERE 45°ROUND OR RECTANGULAR RADIUS ELS ARE SHOWN ON PLAN FULL RADIUS 45°ELBOW SQUARE 45°ELBOW SPLITTER VANES USE THIS DESIGN WHERE SQUARE. OR 90° E1.S ARE SHOWN ON PLANS AND SPACE CONDITIONS DO NOT PERMIT INSTALLATION OF FULL RADIUS ELS CONSTRUCTION OF 45° ELBOW -SLOPE NOT TO EXCEED 1"IN3" RECTANGULAR TRANSITION DETAIL OF TURNING VANES COP ECT1NG LINKAGE TYPICAL RECTANGULAR TO ROUND TRANSITION °r PO °E ACTING OPERATING SHAFT FOR QUADRANT OR MOTOR TYPICAL VOLUME DAMPER DETAILS OF LOW VELOCITY DUCT FITTINGS NTS 08/14/2014 ISSN FSS. PRASE 11 1000E CD 4. 12/10/2012 ISSUED IIID BID 2. 11/13/2012 ISSUER FOR FRILL 2. 09/28/2012 ISSUED FOR 75% CD 1. 06/20/2012 !Nun FOR SD KSTIMA'I'M No. Date Revision MEP ENGINEER 8tanteo 400 Morgan Center 101 Sart Diamond Street Butler. PA 119601-5029 (724) 477-1257 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title HVAC DETAILS Seale Job No. Data ;NTS 1200 03/14/14 • Drawn Checked Approved TWITINTI DRL Drawing No. H-501 Bae Warburton Avenue Hastiage on Hudson. NT 10706 • 914 479 8577 Heels Lan Architects Interior Architects PETER GISOLFI ASSOCIATES 0 OA CFM 7,200 OA CFM 2,780 SUPPLY FANS # FANS/ #MOT0RS 212 TOTAL CFM 18,000 ESP 3.0 TSP 5.75 MAX RPM 3160 TOTAL BHP 26,2 TYPE SWSI AF DRIVE DIRECT MOTOR RPM 3500 HP MOTOR 15 MAXIMUM DESIGN MINIMUM OUTDOOR MR RATE (I.E. UNIT CAPABILITY) MINIMUM OUTDOOR AIR RATE FOR THIS PROJECT FIT OUT EXTERNAL STATIC PRESSURE {ESPY INCLUDES 0.75" W.G. ALLOWANCE FOR FILTER LOADING (►ADDITIONAL PD ABOVE THE FILTER CLEAN PD). AIR HANDLING UNIT SCHEDULE CHILLED WATER COOLING COL STEAM PRE -HEAT COIL VOLTAGEIPHMZ CAP.MBK E.A.T. LAT. TYPE CI PSLSSPRTE�WITH INTEGRN_ EYO PLOSS PROTECTION WITH ADJUSTABLE THDELATODRNE B0TH SUPPLY FANS. DRIVES SHALL MEET THE DIVISION 26 VFC SPECIFICATIONS. MOTOR SHAFTS SHALL HAVE GROUNDING RINGS E RUSH MOTORS SHALL BE INVERTER DUTY RATED AND SHALL HAVE BEARINGS SELECTED FOR THE SPECIFIED LIFE AT THE FAN RPMS SCHEDULED. TERMFIATE INTERNAL, FACTORY WIRING FOR THE SUPPLY FAN MOTORS AT A COMMON DISCONNECT SWITCH MOUNTED ON THE OUTSIDE OF THE UNIT CABINET. DIFFUSER AND GRILLE SCHEDULE iCFM MARK CIRCULATING FLUID (TUBESF TYPE SIZE lam,.,,, MAX N.C. INIAMPE L DAMPERR BASIS OF DESIGN NOTES .. FACE NECK ,O, 0.135 SA DIFFUSER 24'X24' 6'Q STEEL 25 NO TITUS OMNFNT 0 00 0 - 280 SA DIFFUSER 24" X 24" a'! STEEL 25 NO TITUS OMNI- NT 0 00 0 - 490 SA DIFFUSER 24'X24" 10'0 STEEL 25 NO MUS CEM -NT 0 00 0 - 630 SA DIFFUSER 24'X 24' 1213 STETS 25 NO TITU5 OIIt#FNT 000 0-855 SA DIFFUSER 24"X 24' 141'0 STEL. 25 NO TITUS OMNI -NT 000 '0' w FIA 1 EXU:. GRILLE 24"X24' AS MOTET} STEEL _ N0 TTTUS PAR -NT 00 <> EXISTING SLOT DIFFUSER { 4 �/ - SLOT DIFFUSER - A5 KITED 4 ALUMINUM -- YES TIFL-20, JET THROW IWO (2) - 2' WIDE SLOTS 0 00 .C> _ RA 1 EXFI. GRILLE AS NOTED AS NOTED STEEL - NO 77iUS 3684iL 9'21 NOTES: C REFER TO DINGS. FOR AIR QUANTITIES AND AIRFLOW RATES. DIFFUSER C FACTORY WHITE BAKED ENAMEL PAINT FINISH. PROVIDE BORDER TO MATCH OILING CONSTRUCTION. COORDINATE WITH REFLECTED CEILING PLAN AND VERIFY WITH ARCHITECT THE MCI CEILING CONSTRUCTION TO DETERMINE CORRECT BORDER TYPE PRIOR TO PURCHASING. 0 PROVIDE SECTORIZING BAFFLES IN DIFFUSER NECK TO PROVIDE 2 AND 3 THROW PATTERNS WHERE INDICATED ON THE DRAWINGS. 0 PROVIDE BORDER TYPE 2CRA WITH TYPE 1:11 HARD CEILING CUP AND END CAPS . OVERALL SLOT LENGTH SHALL BE AS INDICATED ON THE DRAWINGS. PROVIDE ANTI THE FEWEST POSSIBLE JOINTS USING EQUAL LENGTH SECTIONS. PROVIDE INSULATED PLENUM FOR SUPPLY DUCT CONNECTION'S. CONNECTIONS SHALL BE EVENLY SPACED ALONG THE LENGTHOFTHE PLENUM. PROVIDE FACTORY FABRICATED INSULATED LIGHT SINNED ONRALL SECTIONS USED FOR RETURN. 11.3 NECK SIZE DIFFUSER CFM luTARK---.4 [ 1120 400 TYPICAL DEVICE DESIGNATION SUPPLY PLENUM QUANTITY - "0- 4>B DUCT CONNECTIONS DIA OF EACH DIFFUSER CFM DIVIDED CONNECTIONS} , y 425 CFM f -- TOTAL J (EVENLY OvE { BETWEEN ALL DEVICE TYPE '4' DESIGNATION 17 SUPPLY AIR SUPPLY •AIR 1, slrl�lOrvir 0 SUPPLY FAN 0 CHLLED WATER COIL 0 STEAM COIL.; LOCATE AS HIGH AS POSSIBLE IN UNIT CABINET. MDCED AIR MIXED AIR 0 4" PLEATED FILTERS, MERV 8 (REAR FACE SERVICE THROUGH DUCT ACCESS DOOR) 0 LIGHT FUCIURE, TYPICAL OF 3 SWITCH FOR LATS. 0 DISCONNECT SWITCH FOR BOTH FAN MOTORS. PROVIDE FACTORY WIRING FROM FAN MOTORS TO SWITCH. 0 MINIMUM ir WIDE ACCESS DOOR WITH GLASS PORTHOLE, TYPICAL 0 MINIUM ir DISTANCE BETWEEN COL FACES AHU-6 DETAIL NO SCALE CIREFER TO SPECIFICATIONS AND DETAIL ON THIS SHEET FOR UNIT CONFIGURATION, DIMENSIONAL REQUIREMENTS, AND ADDITIONAL INFORMATION. DDEETTAAIL, PROVIDE LIGHTS SHALLBULE AHTS THESIDE TWOSERVIEL CE RECEPTACLES OWN ON SHALL �Y OF LE2A,S�SFLOCATED AS SHOWN IN DETAIL POWER SHALL A 1 (r. SHELL AND TUBE HX SCHEDULE • TAGGPM CIRCULATING FLUID (TUBESF HEATING FLUID (SHELL) 'IS OF DESIGN NOTES WHEELSP IN (°F) OUT (°F) MBH PD (FT} FUJID LBSIHR PRESS. (D 70 150 180 1,027 205 STEAM 1069 5 PSIG BELL & GOSSETI QSU 8-3-4 00 (j) NOZZLE SIZES: 2" FIWSIR, 3" LPS,1." LPC. DIMENSIONS; 42" LONG OVERALL WITH 8.5' DIAMETER SHELL C 23.6 SQ. FT. HEAT TRANSFER AREA. TUBESIDE FOULING FACTOR OF .0004. C 150 LBS AT 375 DEG .F. ASME CONSTRUCTION (BOTH SHELL AND HEAD, AND TUBES) DIAGRAM GENERAL NOTES 1. SEE M800 SERIES SHEETS FOR REQUIRED PIPEUNE TEMPERATURE SENSORS. 2. XPANSION TANKS SHALL BE CHARGED TO AN AIR PRESSURE MATCHING THE MAKE UP WATER PRESSURE. 3, EACH F&T STEAM TRAP SERVE* A SHELL AND TUBE HEAT EXCHANGER SHALL BE RATED FOR NO LESS THAN TWO (2) TIMES THE SCHEDULED MBH OF THE HEAT EXCHANGER AT A DIFFERENTIAL PRESSURE OF 1f2 PSI. 4. LOW PRESSURE DRIP STATIONS SHALL HAVE TRAPS WITH 314 CONNECTIONS AND NO LESS THAN 900 LBS/HR CAPACITY AT 3 PSI DIFFERENTIAL. PRESSURE. 5. STEAM HEAT EXCHANGER SAFETY RELIEF VALVE SHALL HAVE A CAPACITY OF NO LESS THAN 2000 LBS)HR. AT 125 PSI RELIEVING PRESSURE. MBH 660.1 AIR TEMP EAT 35.0 LAT 70.0 STEAM PSIG 20 WEIGHT STEMI APD (S) # I HR (IN.WC) 703.9 L J FILTERS: PRE-FLTER: 4' THICK PLEATED, MERV 8. 023 5,700 MAXIMUM DIMENSIONS OF LIT CABINET 156"1. x 95'W 76' H BASIS OF DESIGN HAAKON INDUSTRIES NOTES 0000000 FAN SCHEDULE MIARK SERVICE TYPE DRIVE WHEEL DIA.TYPE WHEELSP C IN. W.G.. MAX RPM BHP MOTOR HP 1=LI=C WEIGHT ( S OF DESIGN NOTES 70 RELIEF UUP13LAST POWER ROOF VENTILATOR BELT 30" SWSI BI 9,000 0.35 620 1.66 2 49013160 210 E cuBE.300 000 TaT LaGREE� RELIEF UPBLAaST POWER ROOF VENTILATOR BELT 30" SWSI 61 9,000 0.35 620 1.66 2 46013/60 210 cuBE,300 ECK 000 w 0 PROVIDE A VFD WITH INTEGRAL DISCONNECT SWITCH AND PHASE 0 HINGED FAN BASE LOS5 PROTECTION WTTI1 ADJUSTABLE TIME DELAY. 0 PROVIDE A SECOND FAN AND MOTOR SHEAVE AS REQUIRED TO ACHIEVE FINAL AIRFLOW BALANCING. DESIGN CFM SHOULD BE ACHIEVED AT 60 HZ VFD OUPUT FREQUENCY. VAV BOX PERFORMANCE SCHEDULE 0 0 0 ® 0 VAV BOX ID AIRFLOW RANGE UN -PIED MODM 1, CFM HEATING COIL WINTER PERFORMANCE LOANER LIMIT MIN. CFM TOTALf MAX CFM . TAG -- INLET DIA. i HEATING COIL 1 BASIS OF DESIGN - 70 240 0 2 II - 85 MIN. CFM MAX. CFM (IN } CFM CAP. COLS GPM ROWS F. LAT F 120 DEG APD - 300 85 350 5'PJ 80 4.9 0.5 1 0.2 64 0.15 TITUS ESV • AV► 80 450 6"0 115 5.7 0.5 1 0.2 76 031 TITUS ESV lar AM 105 600 T"o 150 7.3 0.5 1 0.2 78 027 TITUS ESI: V 1 145 800 8"13 200 8.0 0.5 1 0.2 74 027 TITUS ESV $ ► 175 900 9'21 275 11.3 0.8 1 0.1 74 0,20 TITUS ESV 17 i 230 1100 1010 385 12.4 0.8 1 0.4 70 0.23 TITUS ESV • 325 1600 1235 560 18.9 1.3 1 0.4 71 0.25 MS ESV 450 2400 14"0 840 27.2 1.6 1 0.4 70 0.30 TUTUS ESV 10 PROVIDE CONTROL ENCLOSURE, AIR VELOCITY SENSORS IN NECK, ROUND INLET, SLIP AND DRIVE OUTLET. 0 CFM RANGE AND HEATING CFM ARE FOR RATING PURPOSES ONLY; SEE THE BALANCING SCHEDULE FOR AIRFLOW VAV TERMINAL REQUIREMENTS. 0 TOTAL UNIT .APD SCHEDULED IS AT THE MAXIMUM CFM FOR THE LISTED INLET SIZE. MIN. CFM SHALL BE EAT: 55 DEG F. EWT: 180 DEG. F. MAX 30% NUMBOE IF NO NO 0 MAX DISCHARGE NC LEVEL SHALL BE 35 PER ARI STANDARD 860 (1998) AT 1.0' W.G. PRESSURE DROP AND MAXIMUM CFM FOR THE LISTED INLET SIZE. SIZE TAG -'�4 n INDICATED 350 B PROVIDE DISCONNECT SWITCH FOR UNIT CONTROL POWER CONNECTION VAV.6---- UNIQUE IDENTIFIER ') PROVIDE ACCESS DOOR ON UNIT FOR SERVICE ACCESS TO UPSTREAM SIDE OF HEATING COIL AND THE UNIT DAMPER. TYPICAL RANI LABELING C ALL OTHER COIL SELECTION PARAMETERS (EAT, CPM, # ROWS, AND CFM) ARE AS OTHERWISE SCHEDULED HEREIN, THERMOSTATIC AIR VENT VAC. BREAKER 112" COLD WATER MAKE-UP. CONNECT TO EXISTING 112" LINE SERVING WELDER. CONNECT DOWNSTREAM OF THE MISTING BALL VALVE ON THAT BRANCH LIFE AND PROVIDE AN ADDITIONAL BALL VALVE ON WELDER BRANCH AFTER THE POINT OF CONNECTION 314' BYPASS HIGH CAPACITY AUTO AR VENT S EX,10'SV S EX. 4"LPC CROIP UTE 21LBDRAINS TO TRENCH DRAW DIAGRAM KEYNOTES ▪ RPZ TYPE BACKFLOW PREVEN'1ER WITH STOP VALVES. PROVIDE AIR GAP FITTING FOR DISCHARGE AND PIPE DRAIN TO TRENCH. • PROVIDE STRUCTURAL STEEL MOUNTING STAND_L4 FT HIGH MINIMUM. SHELL & HEAT EXCHANGER TO STTAND WITH CAST STEEL SADDLES AND MOUNTING BOLTS. PROVIDE 4' HIGH HOUSEKEEPING PAD. PAD NOT SHOWN ON THIS DIAGRAM FOR CLARITY PURPOSES ONLY. • BLADDER TYPE ACCEPTANCE. MINIMUM EXPANSION0TGALL DIMENSIONS: 85" TALL x 24" DIAMETER. BELL AND GOGSET 8B--400 OR APPROVED EQUAL RELIEF VALVE SETTING: 115 2' 3/4' LOW PRESSURE DRP F&T TRAP 1 ■ #lNIP.WM 2000 MBH RELIEVING CAPACITY AT 115 PSIG 444 2.5' 1-114' RACKED LPC ALON WALL F&T TRAP 1YP. (SEE GEN. NOTE3) J. AIR SEPERATOR WITH 2.5' CONNECTIONS 30 PSTG. 1 2.5" Hws AIR CHARGING VALVE VAV BOX BALANCING SCHEDULE VAV BOX ID OCCUPIED MODE UN -PIED MODM 1, CFM CONTROL METHOD LOANER LIMIT MIN. CFM UPPER LIMIT MIN. CFM MAX CFM . VAV-14 -- 420 1200 0 1 VAV-15 - 70 240 0 2 VAV-16 - 85 350 0 2 VAV-11 - 300 1400 0 1' VAV-16 - 300 1400 0 1 VAV19 -- 450 1475 0 2 VAV-20 - 450 1625 0 1 VAV-21 145 295 700 0 4 VAV 22 - 450 1625 0 1 VAV-23 145 295 700 0 4 VAV-24 - 450 2050 0 1 VAV-25 145 295 700 0 4 VAV-26 - 145 670 0 1 VAV-27 - 145 590 0 1 VAV 28 145 295 700 0 4 VAV-29 - 0 700 0 1 " NOTE: CONTROL METHOD '4' MAY BE SUBSTITUTED FOR CONTROL METHOD '3' AT THE • CONTRACTOR'S OPTION AND FOR NO ADDITIONAL COST. ' VAV-17 SHALL BE PILOTED BY THE AVERAGE SIGNAL FROM THE TWO THERMOSTATS (ONE IN EACH OFFICE). . I" VAV-29 SHALL BE PILOTED BY THE SIGNAL FROM THE TWO THERMOSTATS (ONE N EACH LT. ROOM) THAT CALLS FOR THE MOST COOLING. EX. 2,5' HWSIR RISERS TO UPPER FLOORS ANDOUTTO -- SYSTEM 3" STRAINER HwR-L...1._..[FAIIHTHID l ! LOCK SHIELD VALVE (N.O.) 2.5' 2. 112" GAUGE TUBNG, TYP. 1-114" 11 314'--- 1 1-1/4" ii --12* MIN. 314" BRAIDED PUMP CONNECTOR, TYP. TRIPLE DUTY VALVE, TYP. TO CONDENSATE RECOVER STRAINER WITH BLOWDOWN VALVE WITH HOSE END AND CAP, TYP. 314" FLOOR FLOOR HEATING HOT WATER SYSTEM SCHEMATIC DIAGRAM EXTEND TO 1' ABOVE FINISHED FLOOR OVER TOP OF DRAIN TRENCH PIPE SIZED EQUAL TO FULL OUTLET SIZE OF RELIEF VALVE 1 AIR VENT EXTEND TO FLOOR DRAIN TRENCH (fYPj 314' DRAIN PAD VALVE WITHID HOSE END A CAP, TYP 4' HOUSEKEEPING NTS EXISTING PUMP P-6 TO REMAIN SUCTION DIFFUSER, TVP. VERIFY CONNECTION SIZES ON EXUS11NG PUMPS. INLET SIZE SHALL BE 2.5" PROVIDE REDUCER AS REQUIRED. EXISTING PUMP P -6A TO REMAIN 03/14/2014 DEMO FOR PRASE Et 100% CD 4. 12/10/2012 ISSUED FOR HID 3. 11/13/2012 ISSUED FOR FINAL REVIEW 2. 00/29/2012 ISSUED FOR 7630 CD 1. 05/20/2012 IkF9UED FOR SD ESIIMAI No. Date Revision NEP ENGINEER Stantec 400 1191TIM Center 101 East Diamond Street antler, PA 16601-6328 (724) 477-1267 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing TItze HVAC SCIIEDULES Scale Job No. Data NTS 1206 03/14/14 Drawn Checked Approved TWH TWIN DRL wing No. H-701 5411 Warburton Avenue 01�en Rudman, NY 10704 9477 Architects Interim Architect. P ETER GISOLFI ASSOCIATES OUTDOOR AIR FROM INTAKE LOUVER OUTDOOR AIR DEW P SENSOR log 0 PARAGON OR AR MONITOR AIRFLOW MEASURING STATION, TYP OF 2 MAY BE ELIMINATED IF SYSTEM GLOBAL POINTS ARE AVAILABLE OUTDOOR AIR TEMPERATURE SENSOR NOTE: OMIT STRAIGKTENERS FROM OA INTAKE AIRFLOW MEASURING STATIONS (DUE TO COTTONWOOD CONTAMINATION) ECONOMIZER OUTDOOR AIR -[ Q DAMPER (NC) i (NC) MINIMUM OUTDOOR AIR DAMPER (NC) AO AO— RETURN AIR TEMPERATURE SENSOR 000 RRN AI DEWW POOINNTR E SENSOR RETURN AIR DUCT FROM SHAFT (VERIFY FULL OPEN) DI END SWrrcN ) XEDAIR TEMPERATURE SENOR WITH AVERAGING ELEMENT IL DWYER DEFERENTIAL PRESSURE GAUGE W( ANALOG OUTPUT FREEZESTAT SMOKE DETECTOR iLPS 1--1111 PREHEAT COIL DISCHARGE TEMPERATURE AI SENSOR (AVERAGING NOTE MIlIMUH FREEZESTAT ELEMENT LENGTIt 1 LIAR FOOT OF ELEMBIT PER SQUARE FOOT OF HEATING COIL. F2 L TO FIRE ALARM A4 u CNC) CHWR i ♦ SCHWS COOLING COIL COOLING COIL AVERAGING TEMPERATURE SENSOR AHU-6 CONTROL DIAGRAM NO SCALE HIGH LIMIT STATIC PRESSWITCH NOTE: THIS WORK SHALL ALSO APPLY TO RF -6 2. VBRATION SWITCH L H END DI L SWITCH (VERIFY VIBRATION OPEN) DI SIMTCH RELIEF Ado FROM PLENUM PARAGON ORAR MONITOR AIR FLOW MEASURING STATION MOUNT IN FAVI INLET) PARAGON OR AR /MONITOR AIR FLOW MEASURING STATION (MOUNT N FAN INLET) DO- STRT/ STOP DI - STATUS AO - SPIED ADJUST AI - OUTPUT CURRENT DI - FAULT AI -SPEED DO - BYPASS STARTER TO THE OUTSIDE 101 HIGH LIMIT STATIC PRESSURE L SWFTGH PARAGON ORAIR MONITOR AIR FLOW MEASURING STATION (MOUNT IN FAN INLET) DO -START /STOP DI - STATUS AO- SPEED ADJUST Al - OUTPUT CURRENT T DI - FAULT AI - SPEED DO - BYPASS STARTER NOTE: A SINGLE VFD SHALL DRIVE BOTH FAN MOTORS SUPPLY AIR TEMPERATURE SENSOR CONTROL SEQUENCE FOR AHU-6 STATIC PRESSURE SENSORS (SEE PLANS QUANTITY) ARCHE TO Lc NETWORK ALC CONTROLLER IN CLARK HALL NORTH PENTHOUSE THE CONTRACTOR SHALL MODIFY THE EXISTING PROGRAMMING FOR RF -5 TO DE -ENERGIZE THE FAN WHENEVER THE AHU-5 SYSTEM IS OFF, OR IS OPERATING IN THE NON -VENTILATING MODE, OR IF THE REQUIRED RELIEF RATE FALLS TOO LOW, CONSISTANT WITH THE REQUIRED PROGRAMMING FOR RF -6-1 AND RF -8-2. BACNE T/RARCNET BACNET1MSTP TO REMAINING PHASE 1 VAV BOX CONTROLLERS (ARCNETAAR RC ET ROUTER) BACN iARCNET OR BACNET 1 MSTP AHU-5 CONTROLLER TERMINAL UNIT CONTROLLER TO REMAINING CONTROLLERS PROVIDED UNDER PHASE 2 SCOPE AAR (ARCNET TO AR C ET N ROUTER) CONTROLLER VAV TERMINAL UNIT CONTROLLER SYSTEM ARCHITECTURE DIAGRAM - PHASE SCALE: NTS 5. RELIEF FANS.CONLTI3Q 1. START/STOP AND MODE CONTROL: THE DDC SYSTEM SHALL CONTROL THE SUPPLY AND RELIEF FANS THROUGH VARIABLE FREQUENCY DRIVES. WHENEVER THE MR HANDLING UNIT SUPPLY FANS ARE DE -ENERGIZED THE RELIEF FAN SHALL BE DE -ENERGIZED THE RETURN DAMPER SHALL BE FULLY OPENED, AND THE FOLLOWING DAMPERS AND COIL CONTROL VALVES ASSOCIATED WITH THE AIR SYSTEM SHALL BE FULLY CLOSED: CHILLED WATER CONTROL VALVE ECONOMIZER OUTDOOR AIR DAMPER MINIMUM OUTDOOR AIR DAMPER REIJEF DAMPERS ON THE RELIEF FANS THE STEAM SUPPLY CONTROL VALVE SHALL MODULATE TO MAINTAIN A TEMPERATURE IN THE MIXED AIR INLET OF 55 DEG F. WHENEVER THE SYSTEM IS CALLED TO RUN THE SUPPLY FANS SHALL NOT BE ENERGIZED UNTIL THE RETURN AIR DAMPER AND ALL COMBINATION f1REISMOXE DAMPERS ARE ALL VERIFED FULLY OPEN VIA END SWITCHES. WHEN THE SUPPLY BEGINS TO OPERATE, THE RELIEF FAN SHALL. BE PERMITTED TO RUN, AND THE SYSTEM VALVES AND DAMPERS SHALL COME UNDER AUTINATLC CONTROL DURING CONTROLLED CAS DESCRIBEDUPED MODE BELOW UFSUR PPLE YAN SHALL BE ENERGIZED AND RUN CONTINUOUSLY AND VENTILATION RATES SHALL BE DURING THE WARM-UPICOOL-DOWII MODE THE SUPPLY FAN SHALL BE ENERGIZED AND TEMPERATURE CONTROLS SHALL OPERATE AS DESCRIBED FOR THE OCCUPIED MODE EXCEPT THAT THE MINIMUM OUTDOOR AIR RATE SHALL BE ZERO (0) CFM (EXCEPT FOR ECONOMIZER OPERATION). DURING THE UNOCCUPIED MODE TSYSTEM FANS MALL REMAIN DE -ENERGIZED UNTIL 113 OR MORE OF ALL VAV TERMINAL UNIT SPACE TEMPERATURE SENSORS ARE MORE RE THAN 4 DEGREES ABOVE THE UNOCCUPIED COOLING SETPOIVT. P L - FANS ARE ENERGIZED ENE UtET SN1 OPERATE AS OR LI+UJ WHEN THE ONCE ALL VAV TERMINAL T TEMPERATURE UNOCCUIPEDMODE WITHIN DEGREE OF THE UNOCCUPIED COISETPOINT THE UNIT FANS SHALL BE DE -ENERGIZED. THE DDC SYSTEM SHALL PROVIDE TIME OF DAY PROGRAM CONTROL OVER THE UNIT'S OCCUPIED AND UNOCCUPIED CYCLES. THE UNIT SHALL ALSO ENTER THE OCCUPIED MODE FORA TIME PERIOD WHEN A VAV BOX THERMOSTAT OCCUPANCY OVERRIDE PUSHBUTTON/ IS PRESSED. AT THE END OF THE TIME INTERVAL, THE UNIT WILL RETURN TO THE MODE DETERMINED BY THE TIME OF DAY SCHEDULE. 2. SUPPLY AIR TEMPERATURE AND VENTILATION RATE CONTROL: THE DISCHARGE AIR TEMPERATURE SMALL BE MAINTAINED AT SEIPO1NT BY MODULATING THE MIXED AR DAMPERS (BOTH OUTDOOR AIR DAMPERS AND RETURN AIR DAMPER), THE CHILLED WATER CONTROL VALVE, AND THE STEAM SUPPLY CONTROL VALVE IN SEQUENCE. CASCADE LOOP CONTROL: TIE HEAT COIL CONTROL VALVE SHALL BE CONTROLLED DIRECTLY BY A QUICK ACTING PID LOOP PILOTED BY THE HEATING COIL DISCHARGE AIR SENSOR. THE SETPOINT FOR THAT LOOP SHALL BE RESET TO MAINTAIN THE SYSTEMS DESIRED SUPPLY AIR TEMPEARTURE THE RATE OF CHANGE OF THE COIL DISCHARGE AIR SETPOINT SHALL BE TUNED AFTER STARTUP TO RECOGNIZE THE SYSTEM OPERATING CHARACTERISTICS. ON A RISE IN SUPPLY AIR TEMPERATURE, THE STEAM SUPPLY CONTROL VALVE SHALL BE MODULATED CLOSED. ON A CONTINUED RISE IN SUPPLY AR TEMPERATURE, THE ECONOMIZER CUT/ QOR AIR AND RETURN AIR DAMPERS SHALL BE MODULATED IN UNISON TO PROVIDE UP TO 100 PERCENT OUTDOOR AIR F THE OUTDOOR AIR IS SUITABLE FOR ECONOMIZER "FREE COOLING". ON A FURTHER RISE IN SUPPLY AIR TEIu1PERATURE, THE DDC SYSTEM SHALL MODULATE THE CHILLED WATER CONTROL VALVE OPEN. THE SYSTEM SHALL OPERATE IN A FREE COOLING ECONOMIZER MODE WHEN THE OUTDOOR AIR ENTHALPY IS LESS THAN THAT OF THE RETURN AIR AND THE MAXED AIR TEMPERATURE DOES NOT FALL BELOW THE DESIRED SUPPLY NR TEMPERATURE ONCE MINIMUM OUTDOOR AIRROW IS REACHED. WHENEVER 1115 OUTSIDE AIR ENTHALPY IS GREATER THAN THE RETURN MR ENTHALPY, THE SYSTEM SHALL OPERATE AT MINIMUM OUTDOOR AIRFLOW RATE. WHEN OPERATING AT THE MINIMUM OUTDOOR AIRFLOW RATC THE ECONOMIZER OUTDOOR ALR DAMPER SHALL BE FULLY CLOSED AND MI THE MINIMUM OUTDOOR AIR DAMPER AND RETURN DAMPER TALL MODULATE IN OPPOSITION TO EACH OTHER IN ORDER TO MAINTAIN THE DESIRED MINIMUM OUTDOOR AIRFLOW RATE. IN ECON01,41ZER MODE, ON A CALL FOR INCREASED OUTDOOR AIRFLOW, ONCE THE MINIMUM OA DAMPER HAS STROKED FULLY OPEN, THE ECONOMIZER OA DAMPER SHALL MODULATE OPEN IN OPPOSITION TO THE RETURN AIR DAMPER TO DELIVER THE DESIRED OA FLOWRATE THE DDC SYSTEM SHALL DIRECTLY MEASURE OUTDOOR AIRFLOW THROUGH A PAIR OF DUCT MOUNTED ARROW MEASURING STATIONS AND SHALL SUM THE TWO READI+IGS VIA SOFTWARE TO GENERATE THE OA FLOW VALUE USED TO PILOT THE THREE MIXED AIR DAMPERS AS DESCRIBED HEREIN. 3. DISCHARGE AR TEMPERATURE (DAT) SETPOINT CONTROL: DAT SETPOINT SHALL NORMALLY RESET BY THE RETURN AIR TEMPERATURE DAT)SUCH THAT THE DAT SETPOINT 15 PROPORTIONALLY A"'�° RESSETT SCHEDULE LLIMITS MMUST BE TEMPERATURE EEFI IS AM THE OPPERATTDOR' �� THE RETURN AIR TEMPERATURE IS THE DAT RESET SCHEDULE SHALL BE DEACTIVAT�AT SETPOINT CONSTANT AT 55 DEG. F) 1F THE RETURN AIR RELATIVE HUMIDITY INCREASES ABOVE 53 PERCENT AND REMAINS THIS LIMIT FOR AT LEAST 15 MINUTES. THE DAT RESET SCHEDULE SHALL BE REACTIVATED IF THE RETURN AIR RELATIVE HUMIDITY DECREASES BELOW 50 PERCENT AND REMAINS BELLOW THIS LIMIT FOR AT LEAST SO MINUTES, THE DAT SETPOINT SHALL ALSO BE RESET BY THE SPACE COOLING TERNAL LOAD CONDITIONS: THE DOC SYSTEM SHALL MONITOR THE ASSOCIATED VAV BOXES TERMINAL LOAD. IF THE MAXIMUM COOLING TERMINAL LOAD IS AT 100 PERCENT, THE DAT SETPOINT SHALL BE LOWERED BY 1 DEG, F EVERY 15 MINUTES. HOWEVER, THE DAT SETPOINT SHALL NOT BE LOWERED BELOW THE RESET SCHEDULE MMtlEAUM LIMIT (54 DEG F.). THE DDC SYSTEM. SHALL, INCORPORATE AUTOMATIC ERROR CORRECTION SCHEMES AS PART OF THIS PROTOCOL FOR EXAMPLE, IF A VAV BOX HAS AN ALARM DUE TO NO AIR FLOW READING OR ANY OTHER SENSOR OR ACTUATOR FAILURE CONITION THE VAV BOX SHALL NOT BE INCORPORATED 1N THE TERMINAL LOAD CALCULATIONSUNTIL SUCH A TIME WHEN THE ALARM CONDITION HAS CLEARED. 4. SUPPLY FAN SPEED CONTROL! THE DDC SYSTEM SHALL MONITOR THE REMOTE SUPPLY DUCT STATIC PRESSURE AT EACH LOCATION INDIATED ON THE PLANS. THE SUPPLY FAN SPEED SHALL BE CONTROLLED TO MAINTAIN THE DESIRED PRESSURE AT THE SENSOR CALLING FOR THE MOST PRESSURE THE DDC SYSTEM SHALL CONTROL THE SUPPLY FAN SPEED TO INITIALLY MAINTAIN 1.0 INCHES WATER GAUGE STATIC PRESSURE FOR A PERIOD OF 30 MINUTES UPON START UP OF THE AIR SYSTEM. THE DDC SYSTEM SHALL MONITOR THE UNIT AIRFLOWS AND PRIMARY AIR DAMPER POSITIONS OF Ail VAV TERMINALS ASSOCIATED WITH EACH AHU. NOTE THAT SEVERAL TERMINALS HAVE SWITCHED FROM THE AHU-5 TO AHU-6 SYSTEM. THE SUPPLY DUCT STATIC PRESSURE SETPOINT SHALL BE RESET AS LOW AS 0.15' W.G. TO MAINTAIN ONE (1) VAV UNIT DAMPER ON A GIVEN SYSTEM IN THE FULLY OPEN POSITION WHILE DELIVERING THE AIRFLOW RATE REQUIRED BY THE TERMINAL NIT THE • SREVET�PDCTESRES1NMEAEPRPRSSNT BELOW DESTHE SUPPLY UtSUSETPOINT INCREASED UP TO H PRESSURE +1.25° 014CE THE FDPNUTE DUCT RESSPRESSUIRE ABOVE SETPOINT, THE DDC SYSTEM SHALL MODULATE SLE MINIMUM BOXES OEUNISONOTTHDUCT PRESSURE RISE THE RELIEF FANS SHALL BE DE -ENERGIZED WHEN THE AIHU-6 SYSTEM IS DE -ENERGIZED OR I5 OPERATING IN THE UNOCCUPIED / NON -VENTILATING MODE. THE FANS SHALL BE PERMITTED TO OPERATE WHENEVER THE SYSTEM 18 RUNNING IN THE OCCUPEEDNENTI ATING MODE. WHEN A RELIEF FAN IS CALLED TO RUN, THE MOTORIZED DAMPER SHALL OPEN FULLY. ONCE CONFIRMED FULLY OPEN VIA END SWITCH, THE FAN SHALL BE ENERGIZED. WHENEVER THE FAN IS DE -ENERGIZED, THE DAMPER SHALL FULLY CLOSE. THE RELEF AND OUTDOOR AIRFLOW RATES SHALL BE MONITORED AND THE SPEED OF THE LEAD RELIEF FAN SHALL BE CONTROLLED TO MANTA I A RELIEF AIRFLWO RATE EQUAL TO THAT OF THE CURRENT AHU-6 OUTDOOR AIR RATE MINUS A MAKE-UP AND PRESSURIZATION ALLOWANCE THIS ALLOWANCE SHALL BE TEUL EADD RELLIEFDFAN 15 ATSET MAAXI SPEED,OTHE LLAAG FAN SYSTEM. BSE ENERGIZEREQUIREDID IT'S SPEEDCONTROLLEDO ACHIEVE THE ADDITIONAL REQUIRED AIRFLOW. THE DDC SYSTEM SHALL ALTERNATE THE LEAD -LAG STATUS OF THE FANS EVERY 7 DAYS. DURING THE OCCUPIED MODE, IF THE CALCULATED REQUIRED RELIEF FLOW RATE FALLS BELOW 500 CFM, THE RELIEF FANS SHALL BE DE -ENERGIZE) TILL THE CALCULATED VALUE EXCEEDS 900 (M. 6. MISCELLAN0US MONITORING ANO SAFETIES: THE DDC SYSTEM SHALL MONITOR THE SUPPLY FANS STATUS AND ISSUE AN ALARM IF THE FANS FAIL TO OPERATE, FILTER PRESSURE DROP SHALL BE MONITORED AND THE DDC SYSTEM SHALL ISSUE AN ALARM WHENEVER THE FILTER PRESSURE DROP EXCEEDS ITS HIGH LINT VALUE. THE SUPPLY FANS SHALL BE DE -ENERGIZED AND AN ALARM ISSUED IF EM1ER VIBRATION SWITCH OR THE SUPPLY DUCT HIGH PRESSURE LIMIT SNATCH DETECTS EXCESSIVE VIBRATION OR DUCT PRESSURE, RESPECTIVELY. A FREEZESTAT SHALL BE PROVIDED UPSTREAM OF THE COOLING COL WHENEVER THE TEMPERATURE AT ANY INDIVIDUAL 1 (ONE) FOOT LONG SECTION OF THE FREEZESTAT FALLS TO 38 DEG THE DDC SYSTEM SHALL DE -ENERGIZE AHU SUPPLY FAN, INDEX VALVE AND DAMPERS TO THEIR NOR IALR0PAIER FAILURE) POSITIONS, AND SHAH ISSUE AN ALARM AT THE OPERATORS WORKSTATION, THIEF AT SHALL BE THE AUTOMATIC RESET TYPE HOWEVER THE UNIT SHALL NOT RESTART UNTIL THE ALARM HAS BEEN CLEARED VIA SOFTWARE COMMAND AT THE OPERATOR'S WORKSTATION. ADDITIONALLY, TO HELP PREVENT FREEZE -UPS: a) THE THE VENTLAT IOONN AIR WIHE BEGIN T MODE BE INTRODUCED OUTDOOR IM OUT DOOR AIRATURER DAMPER SHBELOW 42RILL STOKE SLOWLY COMPARED TO THE SPEED OF THE CONTROL LOOP GOVERNING THE STEAM SUPPLY VALVE ON THE PREHEAT COIL THE STEAM COIL VALVE SHALL BE OPENED TO A PRE -DEFINED MINIMUM POSITION FOR TWO MINUTES BEFORE THE OUTDOOR AIR DAMPER IS PERMITTED TO BEGIN OPENING AND THE STEAM COIL VALVE IS PEQTED BY DISCHARGE AIR TEMPERATURE SIGNALS. b) WHENEVER THE LOW PRESSURE STEAM SUPPLY PRESSURE UPSTREAM OF THE CONTROL VALVE FALLS BELOW LYWHEN 'THE �RAIR BET�R AIR DAMPERS SHALL FULLY CLOSE SHALL ISSUED AT OPERATORS TATION 7. SMOKE allUTDOWN. WHENEVER ANY OFETHE �ALMEDYS THE AEIU SUPPYAN�L BEDE-ENERGIZED BY THE FIREALARM SYSTEM, AND FIDC SYSTEM SHATIIUE AN ALARM AT THE OPERATOR'S WORKSTATION. 8. MIXED AIR LOW LIME TO MINIMIZE NUISANCE LOW-IJMTT TRIPS, MIXED AIR LOW LIMIT CONTROL. SHALL BE EMPLOYED. MIXED AIR LOW LIMIT SMALL OVER -RIDE THE NORMAL AIRFLOW CONTROL OF THE VAV BOXES AND THE NORMAL TEMPERATURE AND VENTILATION CONTROL OF TF E OUTSIDE AIR AND RETURN AIR DAMPERS TO MAINTAIN A MINIMUM MIXED AIR SETPO1NT OF 38 DEG F. ON A FALL IN MIXED MR TEMPERATURE, THE DDC SYSTEM SHALL MODULATE SELECTED VAV BOXES OPEN IN UNISON TO INCREASE THE SUPPLY (AND RETURN) AIRFLOW RATE. ONCE THE SELECTED BOXES HAVE REACHED THEIR PRESET SUPPLY AIRFLOW LIMITS, ON A CONTINUED FALL IN MIXED AIR TEMPERATURE, THE SYSTEM MINIMUM OUTDOOR AIR DAMPER SHAW- BE MODULATED CLOSED TO MAINTAIN THE MINE/MUM MIXED AIR TEMPERATURE. THE BUILDING OPERATOR SHALL HAVE THE ABILITY TO DISABLE THIS CONTROL ALGORITHM THROUGH THE DOC SYSTEM WORKSTATION OR WEB BROWSER THROUGH THE AMU SYSTEM GRAPHIC WITHOUT RE -PROGRAMMING, OR TO ENABLE THE ALGORITHM BASED ON OUTDOOR AIR TEMPERATURE (E.G. THE ENABLE THE LOW UMT ALGORITHM WHENEVER THE OUTDOOR AIR TEMPERATURE FALLS BELOW 20 DEG. F., ADJUSTABLE.) 03/14/2014 ISSUED FOR PHASE II 100% CD 4. 12/10/2012 ISSUED FOR BID 3. 11/15/2012 ISSUED FOR FINAL REVIEW 2. 00/25/2012 ISSUED FOR 76% CD 1. 06/20/2012 ISSUED FOR ®1MATB lea Date MEP ENGINEER (Ranter 400 Morgan Center 101 East Diamond Street Butler, PA 16601-6029 (724) 477.1257 DI END SW1TCkl (VERIFY FULL OPEN) FIRE ALARM SIGNAL COMBINATION FIRE I SMOKE DAMPER SMOKE DETECTOR TO FIRE ALARM DI COMBO FIRE/SMOKE DAMPER MONITORING NTS MONITORING OF COMBINATION FIRE A SMOKE DAMPERS: 1. THE DDC SYSTEM SHALL INDIVIDUALLY MONITOR THE OPEN STATUS OF EACH OF THE COMBINATION FIRE / SMOKE DAMPERS VIA A SNATCH PACKAGE FURNISHED WITH THE COMBINATION DAMPER AND AN ALARM SHALL BE ISSUED WHENEVER A DAMPER IS NOT FULLY OPEN. 2. NON DDC CONTROLS; DAMPERS SHALL BE HELD OPEN UNDER POWER. THE DAMPERS SHALL CLOSE VIA FIRE ALARM SIGNALWHENEVER THE ASSOCIATED AHU IS SHUT DOWN ND UNDER A FIRE ALARM COITION OR THE ASSOCIATED SMOKE DETECTOR SENSES PRODUCTS OF COMBUSTION, THE DAMPERS SHALL CLOSE). Project Title CLARK HALL LEARNING FACILITY NE lav CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing "Jtltle HVAC CONTROLS Scele Job No. Date NTS 1206 03/14/14 Drawn TWH Checked TWH Approved DEL Drawing No. H-801 568 Warburton Avenue on Rudman, NY 10706 lettii144 3677 Architects Landscape Architects Interior Architects PETER GISOLFI ASSOCIATES AHU - 6 DDC INPUT / OUTPUT SUMMARY ' CONNECTED POINTS SOFTWARE INPUTS OUTPUTS _ ALARMS APPLICATION ENERGY MANAGEMENT DIGITAL ANALOG DIGITAL ANALOG DIGITAL I ANALOG TYPE I i ca co STATUS-ON/OFF aWw ai W RELATIVE F JMID?TY 1 PRESSURE DIFFERENTIAL PRESSURE CURRENT SENSING FLOW RATE MOTOR SPEED ON /OFF/AUTO MASS STARTER i c3' POSITIONING SPEED CONTROL PROOF FAILURE N I _E LOW LIMIT • g 1 NLA1NTENANCE ALARM : TREND 1 t 8 E N I OPTIMUM START / STOP PROGRAM NIGHT SETBACK PROGRAM . - ECONOMIZER PROGRAM C9 a: c PEAK DEMAND UMITITIG PROGRAM EMERGENCY POWER PROGRAM COLOR GRAPHICS POINT DESORPTION AIR HANDLING UNIT AHU - 6 `► 1 - • • ' • ] • • • DM # / SUPPLY FANS VPD • 1 SF PRESSURE • 4 ! •' • f - SF LOCAL STATIC PRESSURE • • • fo — SF AIR FLOW STATIONS L • SF VIBRATION SENSORS WITH HIGH LET CUTOUT I• • COOLING COIL CONTROL VALVE • I COOLING COIL DISCHARGE TEMPERATURE • • • • FREEZESTAT e• HEATING COIL CONTROL VALVE •.... W - -- _ HEATING COIL DISCHARGE TEMPERATURE • i- • • • I• -1 SUPPLY AIRSMOKE DETECTOR • A ) i / �- 4 • SUPPLY AIR COMBO FIRE -SMOKE DAMPERI - _ , 1 % AIR VOLUME SENSOR PRIMARY AIR AI PJ - SUPPLY AIR TEMPERATURE AI - POSITION INDICATION FEEDBACK AO - DAMPER POSmON NOTES: 1. THIS DETAIL APPLIES TO ALL VAV TEMPERATURE CONTROL ZONES AS INDICATED IN THE SEQUENCES OF OPERATION. 2. A SINGLE OCCUPANCY SENSOR IS DEPICTED HEREIN FOR CLARIFY. REFER TO THE ELECTRICAL DRAWINGS FOR THE QUANTITY OF OCCUPANCY SENSORS. ALL SENSORS IN A ZONE REQUIRING THIS TYPE OF CONTROL SHALL BE MONITORED. AO SUPPLY AIR 3. THE DIVISION 26 CONTRACTOR WILL BE PROVIDING 120V, 20A CIRCUITS TERMINATED IN JUNCTION BOXES IN THE AREA OF RENOVATION FOR THE FMCS CONTRACTOR'S USE IN PROVIDING POWER TO CONTROLLERS AND CONTROL DEVICES REQUIRING POWER, INCLUDING VAV BOXES, REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS. CONTROL POWER WIRING WORK FROM THESE POWER SOURCES TO THE CONTROLLERS AND DEVICES, INCLUDING ANY REQUIRED CONTROL TRANSFORMERS, ARE THE RESPONSELITY OF THE FMCS CONTRACTOR. PROVIDE DISCONNECT (TOGGLE) SWITCHES AT ALL POWER SUPPLY CONNECTIONS TO CONTROL DEVICES / EQUIPMENT. VAV BOX DDC INPUT / OUTPUT SUMMARY CONNECTED POINTS APPLICATION SOFTWARE INPUTS PUTS ENEE ALARMS DIGITAL ANALOG ANALOG DIGITAL TYPE STATUS - OCCUPIED / UNOCCUPIED TEMPERATURE g g g-2. • c 5 3 3 I 0 g MAINTENANCE ALARM 1 ROOM OCCUPIED / UNOCCUPIED f POINT DESCRIPTION - VAV SUPPLY AIR TERMINAL y • • _ REHEAT COIL VALVE • SPACE OCCUPANCY SENSOR (METHODS 2 AND 4) • • SPACE TEMPERATURE TRANSMITTER • ; SUPPLY AIR TEMPERATURE TRANSMITTER iii SPACE CARBON DIOXIDE SENSOR (METHODS 3 AND 4) i ■ , GENERAL TEMPERATURE CONTROL NOTES: 1. ALL SEIPOt 1T8, THRESHOLDS, DIFFERENTIALS, TIME DELAYS, RESET SCHEDULES, ETC. INDICATED IN TIE FOLLOWING SEQUENCES OF OPERATION ARE INITIAL RECOMMENDATIONS AND SHALL BE ADJUSTABLE BY THE BUILDING OPERATOR AT THE DDC WOR (STATION OR WEB BROWSER VIA SYSTEM GRAPHICS WITFIOIT RE -PROGRAMMING (LE. NO ALTERATION OF SYSTEM PROGRAM CODE SHALL BE REQUIRED). ALL TEMPERATURES INDICATED IN THE SEQUENCES ARE IN DEGREES FAHRENHEIT. 2. THE DDC SYSTEM SHALL HAVE THE ABILITY TO OVERRIDE THE OPERATIONAL STATUS OF ALL FANS, DAMPERS, PUMPS, AND CONTROL VALVES VIA OVERRIDE COMMAND AT THE OPERATOR'S WORKSTATION. 3. ALL INPUTS, OUTPUTS, AND CALCULATED PO1NTB OF THE DDC SYSTEM SHALL BE CAPABLE OF BEING TRENDED. THE DDC SYSTEM PROVIDER SHALL ESTABLISH TRENDS FOR ANY POINTS THE OWNER DEEMS NECESSARY. TRENDS SHALL BE INITIALLY SET FOR A SAMPLING RATE OF ONCE EVERY 5 MINUTES FOR EACH POINT OR AS REQUIRED BY THE OWNER. TRENDS SHALL BE MAINTAINED FOR A MINIMUM IMUM OF SEVEN DAYS FOR ALL TERMINAL EQUIPMENT UNLESS REQUIRED OTHERWISE BY THE OWNER. VIEWING OF TREND GRAPHS SHALL BE AVAILABLE AT THE DDC WORKSTATION OR VIA THE WEB BROWSER. DDC CONTROLLERS, PANELS AND WORKSTATIONS SHALL BE SELECTED WITH ADEQUATE MEMORY AND STORAGE CAPACITY. THE WORKSTATION SHALL ISSUE AN ALARM AND PROVIDE THE USER OPPORTUNITY TO SAVE TREND DATA TO FLES PRIOR TO ERASURE OF THAT DATA. AUTO -SAVE FEATURES SHALL BE INCORPORATED INTO THE SYSTEM TO RETAIN USER -SELECTED TREND DATA WITHOUT REQUIRING CONTINUAL USER INPUT, 4. ALL DAMPER AND VALVE ACTUATORS SHALL BE ELECTRIC AND SHAU. HAVE SPRING RETURN MECHANISMS (EXCEPT WHERE NOTED AND FOR 6'VALVES AND LARGER WHICH DO NOT REQUIRE SPRING RETURN). 5, END SWITCHES SHALL BE A DEVICE THAT VERIFIES TIE PHYSICAL POSMON OF THE DAMPER. THE USE OF AUXILIARY CONTACTS ON THEACTUATOR TO INDICATE POSITION 15 NOT ACCEPTABLE, END SWITCHES SHALL BE USED TO PROVIDE A "DIGITAL II" TO THE DDC SYSTEM. 6. THE DEC SYSTEM MAY UFTILJZE A SINGLE SET OF GLOBAL OUTDOOR AIR TEMPERATURE AND RELATIVE HUMIDITY SENSORS FORME HE PROJECT. THE DDC SYSTEM SHALL CALCULATE THE OUTDOOR AIR ENTHALPY, DEW POINT, AND WET BULB. 7. ALL CONTROL FUNCTIONS DESCRIBED IN THE SEQUENCES OF OPERATION AND SHOWN IN THE DIAGRAMS ON THE HOOD SERIES SHEETS SHALL BE PERFORMED BY THE DDC SYSTEM UNLESS EXPLICITLY INDICATED OTHERWISE ALL WORK DESCRIBED SHALL BE PROVIDED BY THE ATC SYSTEM SUPPLIER/SUB-CONTRACTOR UNDER THE AUTOMATIC TEMPERATURE CONTROLS SPECIFICATION SECTION UNLESS EXPLICITLY INDICATED OTHERWISE, 8, IF SPACE TEEPERATURES THAT ARE MONITORED THROUGH THE DDC SYSTEM FALL MORE THAN THE ADJUSTABLE ALARM LEVELS, THE DDC SYSTEM SHALL ISSUE AN ALARM. 9. ALL PUMA AND FAN STATUS MONITORING SHALL BE ACHIEVED THROUGH CURRENT SWITCHES THAT HAVE AN ADJUSTABLE TRIP POINT. ADDITIONALLY, FANS AND PUMPS WITH FLOW MEASURING STATIONS SHALL HAVE A PROOF OF FLOW POUT VIA THE FLOW STATION. IF CURRENT AND AIR 1 WATER FLOW IS NOT DETECTED WITIN 20 SECONDS OF THE SIGNAL FOR THE FAN TO START, AN ALARM SHALL BE ISSUED AT THE OPERATORS WORKSTATION AND THE FAN / PUMP SHALL BE DE -ENERGIZED. 10. ALL DDC SYSTEM SPACE TEMPERATURE SENSORS FOR OCCUPIED SPACES SHALL BE PROVIDED WITH A LOCAL TEMPERATURE SENSOR OVERREE FEATURE THAT HAS A PERMITS THE USER TO ADJUST THE SPACE TEMPERATURE SETPOINT +l- 2 DEG. F. (ADJUSTABLE) AWAY FROM THE SPACE TEMPERATURE SETPOINT SET BY THE DDC SYSTEM VIA PROGRAMAMING. WHERE SPECIFICALLY INDICATED, SENSORS SHALL ALSO INCORPORATE AN OCCUPANCY OVERRIDE PUSHBUTTON THAT PROVIDES A BINARY INPUT TO TIE DDC SYSTEM TO INDICATE SPACE OCCUPANCY. 11. THE DEC SYSTEM SHALL PROVIDE A RUN-TIME TOTALIZATION FEATURE FOR ALL FANS, PUMPS, AHU FANS, SPLIT SYSTEM FANS, SPLIT SYSTEM COMPRESSORS, FAN COLS, MISC. EXHAUST FANS, AND ALL OTHER HVAC EQUIPMENT CONTROLLED BY THE DDC SYSTEM EXCEPT AS NOTED OTHERWISE. EXCEPTIONS: RUN-TIME TOTALIZATION IS NOT REQUIRED FOR CABINET UNIT HEATERS, UNIT HEATERS, OR ELECTRICAL, ROOM TRANSFER FANS. 12. VARIABLE FREQUENCY DRIVES SHALL PROVIDE AN ANALOG FEEDBACK SIGNAL TO THE DDC SYSTEM FOR THE MOTOR SPEED AND AMPACITY. DRIVES SHALL. ALSO HAVE DRY CONTACTS FOR OPERATING STATUS AND DRIVE FAULT STATUS. ALL POINTS LISTED IN 111E DIAGRAMS ARE MINIMUMS. 13. THE DDC SYSTEM SHAU. MONITOR THE STATUS OF SMOKE AND COMBINATION SMOKEIFIRE DAMPERS. 14. DUCT SMOKE DETECTORS ARE FURNISHED BY DIVISION 26, INSTALLED BY DIVISION 23, AND WIRED BY DIVISION 26, THE DETECTORS SHALL INITIATE A HARD -WIRED SHUTDOWN OF TFE ASSOCIATED FAN& IN ADDMON, A SET OF AUXILLARY CONTACTS ON THE DETECTORS SHALL BE USED TO INITIATE AN ALARM AT THE DDC SYSTEM WORKSTATION. 15. IN ADDITION TO MEETING THE REQUIREMENTS OF THE SPECIFICATIONS, THE CONTRACTOR IS REQUIRED TO PROVEE ALL CONTROL POINTS INDICATED IN ANY ONE OF THE THREE POSSIBLE CONTROL WORK REPRESENTATIONS THAT ARE PART OF THESE CONTRACT DRAWINGS. THESE THREE REPRESENTATIONS ARE THE ENTIRETY POINTS LIST, THE CONTROL SEQUENCES OF OPERATION, AND THE CON1ROL DIAGRAMS (WHEN A DIAGRAM HAVE BEEN PREPARED FOR A GIVEN SYSTEM OR PECE OF EQUIPMENT). THE MISSION OF A PARTICULAR CONTROL POINT FROM EITHER ONE OR 11NO OF THESE THREE REPRESENTATIONS SHALL NOT BE CONSTRUED TO MEAN THIS PARTICULAR CONTROL POINT IS NOT REQUIRED. INCLUSION OF THE POINT IN ANY ONE OF THE FOUR REPRESENTATIONS OBLIGATES THE CONTRACTOR TO PROVEE THE POINT AS PART OF THE COMPLETE AND FUNCTIONAL CONTROL SYSTEM. 16. THE DIVISION 26 CONTRACTOR WILL BE PROVIDWG 120V, 20A CIRCUITS TERMINATED IN JUNCTION BOXES THROUGHOUT THE BUILDING FOR THE CONTROL'S CONTRACTOR'S USE IN PROVIDING POWER TO CONTROLLERS AND CONTROL DEVICES REQUIRING POWER, INCLUDING VAV BOXES. CONTROL POWER WIRING WOW( FROM THESE POWER SOURCES TO THE CONTROLLERS AND DEVICES, INCLUDING ANY REQUIRED CONTROL TRANSFORMERS, ARE THE RESPONSIBILITY OF THE FMCS CONTRACTOR. PROVIDE DISCONNECT (TOGGLE) SWITCHES AT ALL POWER SUPPLY CONNECTIONS TO CONTROL DEVICES I EQUIPMENT (IICLUDES BUT IS NOT LIMITED TO, DAMPER AND VALVE ACTUATORS AND CONTROL PANELS). 17. POINTS INDICATED AT VFDS ARE THE MINIMUM POINTS REQUIRED TO BE ACCESSIBLE THROUGH THE DDC SYSTEM. THE CONTROL POINTS OTHER THAN START/STOP, FAULT STATUS, AND OPERATING STATUS INDICATED IN THE DIAGRAMS AT VARIABLE FREQUENCY DRIVES SHALL BE ACHIEVED VIA DIRIECT COMMUNICATIONS W1TH THE DRIVE CON IROLL.ER. COORDINATE WITH THE VFD SUPPLER FOR THE APPROPRIATE COMMUNICATIONS CARD TO BE FURNISHED WITH THE VFD. START/STOP, FAULT STATUS, AND OPERATING STATUS SIGNALS SHALL BE PARD -WIRED. SPACE TEMP. SENSOR AI - TEMPERATURE OCCUPANCY OVERRIDE - DI `SETPOINT OVERRIDE -AI WAV 17 AND 18 ONLY - METHOD 1 SPACE TEMP. SENSOR SETPOINT OVERRIDE - A! - TEMPERATURE - METHOD 2 CARBON DIOXIDE SENSOR SPACE TEMP. SENSOR AI - TEP 'ERATU RE OCCUPANCY OVERREE - DI SETPOINT OVERRIDE - AN OCCUPANCY SENSOR DI.00CUPANCY STATUS CARBON DIOXIDE SENSOR METHOD 3 NOTE: A COMBINATION TEMPERATURE SENSOR 1 CO2 SENSOR DEVICE IS ACCEPTABLE IN LIEU OF TWQ SEPERATE DEVICES. ALC ZS PRO OR APPROVED EQUAL - METHOD 4 VAV TERMINAL UNIT CONTROL DIAGRAM SCALE, NTS STEAM AND HEATING HOT WATER SYSTEM CONTROLS (HX -1,2; P-6, 6A}: 1. CONVERTER CONTROL: THE STEAM CONTROL VALVE SHALL MODULATE TO MAINTAIN THE DESIRED SUPPLY WATER TEMPERATURE. THE STEAM VALVE SHALL FAIL CLOSED (SPRING RETURN) TO PROTECT AGAINST OVER -TEMPERATURE. AO -VALVE POSITION D1 - VALVE FULLY OPEN END SWITCH DI - VALVE FULLY CLOSED END SWITCH 2. HOT WATER IEMPERATURE RESET: THE RESET SCHEDULE SHALL BE DIRECTLY PROPORTIONAL AND INVERSELY RESET BASED ON THE OUTDOOR AIR TEMPERATURE. WHEN THE OUTDOOR AIR TEMPERATURE I5 ZERO (0) DEG. F THE HOT WATER SUPPLY TEMPERATURE SHALL BE 180 DEG F. WHEN THE OUTDOOR AIR TEMPERATURE IS 70 DEG. F THE HOT WATER SUPPLY TEMPERATURE SHALL BE 110 DEG. F. THE SUPPLY WATER TEMPERATURE SETPOINT SHALL NOT EXCEED 180 DEG. F OR DROP BELOW 110 DEG. F WHEN THE SYSTEM IS ENERGIZED J OPERATIONAL 3. MONITORING AND SAFETIES: PROVIDE A WATER FLOW SWITCH ON THE WATER CONNECTION TO THE CONVERTER. THE STEAM CONTROL VALVE ASSOCIATED WITH A CONVERTOR SHALL FULLY CLOSE WHEN FLOW IS NOT DETECTED THROUGH THE CONVERTER. WHEN ENABLING A CONVERTER. THE STEAM SUPPLY CONTROL VALVES SERVING THAT CONVERTER WILL NOT BE PERMITTED TO OPEN UNTIL FLOW IS PROVEN BY THE RESPECTIVE CONVERTER'S FLOW SWITCH. A HIGH LIMIT CONTROL LOOP FOR THE CONVERTOR SHALL OVERRIDE THE RESET TEMPERATURE CONTROL LOOP OUTPUT TO EACH CONVERTOR'S STEAM CONTROL VALVE TO PREVENT THE SUPPLY WATER TEMPERATURE LEAVING A CONVERTOR FROM RISING ABOVE 200F. A CONVERTOR'S HIGH LJMIT OVERRIDE SHALL ONLY AFFECT THE CONTROL VALVES SERVING THAT CONVERTOR. 4. HOT WATER LOOP PUMPING SYSTEM STARTfSTOP: THE DDC SYSTEM SHALL MONITOR THE STATUS OF P-6 AND P -6A, SHALL HAVE START/STOP CONTROL OVER THESE PUMPS, AND SHALL OPERATE THEM IN A DUTY -STANDBY FASHION. DDC SHALL ISSUE AN ALARM WHENEVER A PUMP FAILS TO RUN. IF THE DUTY PUMP FAILS, THE STANDBY PUMP SMALL BE ENERGIZED. THE DDC SYSTEM SHALL LOG THE RUN TIME OF P-6 AND P -6A SEPARATELY, AND EVERY 7 DAYS THE DDC SYSTEM SHALL SELECT THE DUTY PUMP AS THE PUMP WITH THE LEAST AMOUNT OF RUN TIME. THE DUTY PUMP SHALL RUN CONTINUOUSLY WHENEVER THE HOT WATER SYSTEM IS ENABLED. 5. MISCELLANOUS MONITORING: THE DDC SYSTEM SHALL MONITOR THE PRESSURE DROP ACROSS THE MAIN SYSTEM STRAINER AND SHALL ISSUE AN ALARM WHENEVER THE PRESSURE DROP EXCEEDS THE HIGH LIMIT (2 PSI DP). THE DDC SYSTEM SHALL MONITOR THE SYSTEM WATER PRESSURE AND SHALL ISSUE AN ALARM IF THE PRESSURE FALLS BELOW THE LOW LIMIT. NOTE: STEAM CONTROL VALVE SHALL BE HIGH RANGASILITY SEGMENTED V -BALL CONTROL VALVE. VALVE SHALL BE SIZED FORAMINIMUE OF 3 PSI PRESSURE DROP AND A MAXIMUM OF 5 PSI P.D. AT 1100 LBShIR AND 10 PEG INLET STEAM PRESSURE VAV TERMINAL UNIT CONTROL SEQUENCE ALL OF THE FOLLOWING FIVE (5) SUB -SECTIONS OF THIS SEQUENCE GENERALLY APPLIES: f. THE VAV TERMINAL UNITS SHALL BE CONTROLLED INDEPENDENT OF SYSTEM PRESSURE FLUCTUATIONS BY AN APPLICATION-SPECIFIC, UNIT -MOUNTED DDC CONTROLLER PROVIDED BY THE ATC SYSTEM SUPPLIER. DAMPER AND VALVE ACTUATORS SHALL BE ELECTRIC AND SHALL FAIL OPEN. 2. OCCUPIED MODE: THE PRIMARY SUPPLY AIRFLOW SHALL BE CONTROLLED WTTI I1N THE MAXIMUM AND MINIMUM SUPPLY AIR VOLUME SETTINGS, AS INDICATED ON TIE DRAWINGS. THE DDC SYSTEM SHALL MONITOR THE SPACE TEMPERATURE AND TERMINAL UNIT AIRFLOW RATE AND SHALL MODULATE THE PRIMARY SUPPLY AIR DAMPER 1N COORDINATION WITH THE HOT WATER HEATING COIL TO MAINTAIN THE OCCUPIED MODE ROOM TEMPERATURE SETPOINT. THE SUPPLY AIR VOLUME SHALL BE AT THE OCCUPIED MINIMUM AIRFLOW RATE WHEN THE HOT WATER CONTROL VALVE IS NOT FULLY CLOSED. 3. UNOCCUPIED MODE: THE VAV TERMINAL UNIT SHALL BE CONTROLLED AS DESCRIBED ABOVE FOR THE OCCUPIED MODE, EXCEPT AS FOLLOWS: - TIE IMNIMUM UNIT PRIMARY AIRFLOW RATE SMALL BE RESET TO THE UNOCCUPIED MODE VALUE (TYPICALLY ZERO (0) CFM; REFER TO THE SCHEDULE ON H701) - THE UNOCCPIED SPACE TEMPERATURE SEPTPOINTS SHALL BE OBSERVED. THE DESIGN SHOULD START WITH A+/- 3 DEGREE F OFFSET DURING SCHEDULED BUILDING OCCUPIED PERIODS MID +fG DEGREE F OFFSET DURING SCHEDULED BUILDING UNOCCUPIED PERIODS. SCHEDULED BUILDING OCCUPIED PERIODS SHALL BE AS DESIRED BY THE UNIVERI5TY. UPON A GIVEN SPACE'S RETURN TO OCCUPANCY, THE SYSTEM SHALL CONTROL TIE TERMINAL UNIT TO MINIMIZE CHANGES IN SPACE TEMPERATURE TO LESS THAN +f-1.5 DEGREE F. SPACE COOLING OCCUPIED TEMPERATURE SETPOINT: 75 DEG F. SPACE HEATING OCCUPIED TEMPERATURE SETPOINT: 70 DEG. F. 4. SPACE TEMPERATURE CONTROL: 5, OTHER MONITORING: THE 00C SYSTEM SHALL MONITOR THE DISCHARGE SUPPLY AIR TEMPERATURE OF EACH VAV BOX. IF THE DISCHARGE AIR TEMPERATURE INDICATES HEATING COIL OUTPUT WHEN THE VALVE 15 COMMANDED FULLY CLOSED FOR LONGER THAN 5 MINUTES, A'VALVE TROUBLE' ALARM SHALL BE ISSUED AT THE OPERATOR'S WORKSTATION. 6. ONLY ONE OF THE FOLLOWING FOUR (4) CONTROL METHODS APPLIES TO A GIVEN VAV, AS INDICATED IN THE SCHEDULE ON SHEET H701. WHERE OCCUPANCY SENSOR BASED CONTROL IS IDENTIFIED, THE OCCUPANCY SENSORS ARE BEING PROVIDED UNDER DIVISION 26 FOR CONTROL OVER THE LIGHTING. THE DDC SYSTEM SHALL MONITOR THE OCCUPANCY SENSING STATUS OF EACH OCCUPANCY SENSOR SHOWN ON THE ELECTRICAL DRAWINGS BY WAY OF A SECOND SET OF CONTACTS ON THE SENSOR. THE DDC SYSTEM SCOPE SHALL INCLUDE THE WIRING WORK REQUIRED TO EACH SENSOR TO MONITOR THE OCCUPANCY STATUS OF THE ZONE. OCCUPANCY SENSED BY ANY SINGLE SENSOR SHALL PLACE THE ZONE INTO THE OCCUPIED MODE. ALL SENSORS SHALL INDICATE A LACK OF OCCUPANCY FOR THE ZONE TO BE PLACED 1NTO THE UNOCCUPIED MODE. METHOD 1: THE ZONE SHALL ENTER THE OCCUPIED / UNOCCUPIED MODES IN ACCORDANCE WITH THE BUILDING OCCUPANCY TIME OF DAY SCHEDULE. METHOD 2 - WITH OCCUPANCY SENSORS: THE VAV ZONE SHALL ENTER THE OCCUPIED / UNOCCUPIED MODES BY WAY OF THE SPACE OCCUPANCY SENSORS. *METHOD 3 - WITH CO2 SENSOR: THE ZONE SHALL ENTER THE OCCUPIED I UNOCCUPIED} MODES IN ACCORDANCE WITH THE BUILDING OCCUPANCY TIME OF DAY SCHEDULE, *METHOD 4 - WITH OCCUPANCY SENSORS AND CO2 SENSOR: THE VAV ZONE SHALL ENTER THE OCCUPED 1 UNOCCUPIED MODES BY WAY OF THE SPACE OCCUPANCY SENSORS. METHODS 3 AND 4, THE OCCUPIED MODE MINIMUM PRIMARY AIRFLOW RATE SHALL BE RESET TO MAINTAIN A DIFFERENTIAL BETWEEN THE SPACE CO2 CONCENTRATION AND THE OUTDOOR AIR CO2 CONCETRATNON AT 625 PARTS PER MILLION (PPM) FOR CLASSROOMS AND 1325 FOR CONFERENCE ANC GENERAL MEETING SPACES. ON A FALL IN 002 DIFFERENTIAL, THE MINIMUM PRIMARY SUPPLY AIRFLOW VALUE SHALL BE DECREASED ON A RISE INDIFFERNT1AL THE REVERSE SHALL OCCUR. THE DDC SYSTEM SHALL MONITOR SPACE CO2 CONCENTRATION WHERE INDICATED ON THE PLANS, THE DDC SYSTEM SHALL ISSUE AN ALARM VI/WEEVER THE INDOOR -OUTDOOR CO2 CONCENTRATION DIFFERENTIAL EXCEEDS 1101 OF THE DIFFERENTIAL SETPOINT. TEMPERATURE SENSOR, TYP - Eft HWR I 1 C Lo FLOW SWITCH. (A DIPRESSURE SWITCH MAY BE USED mull) SAO.) rir D i R4-START/STOP -DI-STATUS EXISTING MOTOR STARTER IN MCC HEATING HOT WATER SYSTEM CONTROL DIAGRAM SCALE NTS A, CO-STAR'T1STOP DI -STATUS EXISTING MOTOR STARTER IN MCC 06/14/2014 ISSUED FOR PRASE 11 100% CD 4. 12/10/2012 ISSUED FOR HID 3. 11/15/2012 ISSUED FOR FINAL 1i1SYiEIF 2. 00/25/2012 ISSUED FOR 7 CD 1. 00/20/2012 ISSUED FOR SD ESTIMATE No. Date Re teflon 1E ENGINERR. Stantea 400 Morgan Center 101 East Diamond Street Butler, PA 18801--5923 (724) 477-1267 Project "URIs CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title HVAC CONTROLS Sale Job No. Date NTS 1206 03/14/14 Drawn TAHTWEI Checked Approved Drawing No. H-802' 508 Warburton Avenue an Redeon, 107 NY 06 014 47 6877 Archlteoln Landscape Arcbdtecte Interior Architects PETER GISOLFI AS S OCIATES POOR, SEE BCI-fEDULE 34'-1I' (vlF) SAFETY GLASS, SEE SPECS (TYP). 3" 3'-03" •1N tF 3I-44" ea fr 1E.• -tar rvIF) 31" TYP 3N 3N 3' -re. WRITING SURFACE 3" 241 3' Rei 211 Mann Pal 3 HIO 3" L FRITTED GLASS, TYP. SAPETY GLASS, SEE SeECS (Trp). ALUM. CORNER POST/PANEL WHERE REQ1UIf i /U 4 rYP1 rv1F3 L WRITING SURFACE FRAME TYPE ALUM. FRAME FRITTED GLASS, TYP. 24'-4" [11F) rrr Dai Ver 3" PCI 3 311 1-0Y 3+ T7P FRITTED GLASS, (Dr -P.) r BACKER IACD AND CAULKING ALL AROUND 4" rr urrvr if/ irrirfrirr FRAME TYPE ALUM. FRAME TYP !ACING SURFACE (CHALK BOARD, SEE SPEC AND DETAIL DUl7a.) r FRITTED GLASS, TYP. LEGEND AREA NOT PART OF PHASE 2 SACKER ROD AND CAULKING ALL AROUND PROVIDE WOOD SHIM AS REQUIRED. BACKER ROD AND CAULKING ALL AROUND PROVIDE WOOD SHIM AS REQUIRED. SEE ELEVATION FOR GLASS TYPE w w w PROVIDE WOOD SH1M AS REQUIRED. SEE ELEVATioN FOUR GLASS TYPE SEE ELEVATION FOR GLASS TYPE Jr 4" Jr HEAD VERT. MULLION 1� ti� SEE EI -EV SEE ELEV SCALE, 3" s 1'-10" SEE ELEvATI[7N FOR GLASS TYPE MEETING STILE DOORS SCALE: 3" • l'-0" 44" SEE ELEVATION FOR GLASS TYPE SCALE: 3" a 1'-0" BACKER ROD AND CALKING ALL AROUND 2" SEE ELEVATION FOR CLASS TYPE 03/14/2014 4. 12/10/2012 S. 11/13/2012 2. 09/28/2012 1. 06/20/2012 No. Date MECHANICAL ENGINEER Straiten 400 Morgan Center 101 Ear! Diamond Street Butler, PA 10601-5923 (724) 477-1207 Stamp ISSUED FOR PHASE 11 100% CD ISSUED FOR BID ISSUED FOR FINAL &STILT ISSUED FOR 75% CD ISSUED FOR SD ESTIMATE Revision PROVIDE WOOD fiNIM AS REQUIRED. DOOR JA1115 CONTINUOUS HINGE SCALE, 3" ■ 1'-0" DOOR JAM SCALE= 3" = 2" CONTINUOUS I-}INGE Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title INTERIOR STOREFRONT SYSTEM FRAME TYPE AND DETAILS w 1 w DOOR SWEEP PROVIDE woo &HIM AS REQUIRED. SEE ELEV e� BACKER RDD AND CAULKING ALL AROUND SEE ELEvATIOPI FOR GLASS TYPE ALUM NUM THRESHOLD WHERE REQUIRED '•ridl?JirrirrrrrrrrrrrrrilNrlrfririrrrrr� SILL SCALE: 3" • 11_0II 1-108 MINIM/MULLION SCALE, 3" • 11-^0" SILL SCALE: 3" 11 110" CCNTINUOU15 HINGE DOOR JAM AT CORNER POST SCALE: 3" 1'-0" 668 Warburton Avenue Hastings on Hudson. NT 10700 914, 470 3077 Drawing No. A-911 Archlteeta Landscape Architects halal= Architects _.-:.-:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::7'7:::....7:.77"::::::"::::::::::::::::"....:2:::::::::::.7.7:::::..::::::::::::.::::.:: -.'....:.'...........:.....:.1:1'..:::.:::..:!:::...!::::..!!!!!:::::.:!!:::::..!!::7:.!Y::..:7.:"7':'!::'.'77-::_7::"7'7!7'!7• ;7:::• :':...-7'-':7:::';7:-::-'''77::'1:.:!:''!'''!':::..':"---':''':'77.-::-:::...:7:---:-::::'..::!::::':!''':'7':':'.-7':'.'::'!:::'::'''!':'::::::::'!''''''• :-!• :''''':':'-!:':':'-''''''!':':''!''''':''''':!'''';7-':'-!:':'.-:'-':''''::!':'''''''''''''''''''''''''''''''''''::!''''''''''''''''''''''''''''''''''''''':!''''''''''''''''':''''''''''''::!'''''''''''''''''''''''''''''''''.:::.!'''''''''''''''''''''''''''''':!''''''''''''''''''''''::!''''''''''''''''''''''::!''':''''''''''!'''':''''''''''''''':'''''''':''''''''':!''''''''''''''''''''''''''''''''''''''''':':!''''''''''''''''''''':!'''''''''''''''''''''''' .-.7:.77"::::::::$12::::22::24:21:::::::...;....22...:::.12.........:::........::::':...::..::.2:.i...2..;...;:....7::."..7..;.:::...1."::.."-.7....::::::::::.:7::::::::::::...'7......::.:".:.....-..::::::::..7.:71:......:...:::::::"::-7:-..;":.:.-.:::7-:::::::::.::;...::.:..7...::::::-.:....:.i....-:::::::::-..:::.....;.-:::::-::::::::::::::::::::::"...7:::::::.::::-...:....::::::::::::::.:::::::::::::7'..................."::::::..... .::::::::::-":7:-:::::::.7":::;"--Y:IY:1;:::.........1::::::;-7:::":::::-.1::::::;;-:::::::".........;::::::::".....7:.....77:..77:• -...:....."7-:::::.:7-:::::::. -":.:.......:;.....:;.::::::::.:.:::::......7.::::77.:...."7-::::::::.7".......... ::::::::::::::"::::::::::....7::::::::.77.::::::::::::::::::::::7-:i:77::::;7:7::::.....7:7'.7:::::.;7:::..7:::..-.::::::::::::::::::::::::-::::::7.:7::::::::.7::::::..7::::::..7::::::;7:::....7:::.:::::.7-::::::::::::::7-::::::-":::77:::::::77::::::..7::::::..7:::......7.::.....7::::::::::::7::::::::::::•i7-::.-"77-:".777:::::77:::::..7:::..-:::.;.;7-:::.77.::::::.7:-;.7:77..."7. .7...77:::::72::::::::::::::::::::::::72:::::::::::::::;::::!....!!:::::::;::::.::::::::::....2;:.2.:222222:7....7.:7:::::::.:...::7"::.7...-:...-......7.::::...-.7....::7;.7..........:"..1.7........."..7:::::.:......7::::::::-...'....7....::::::"::...::::::::....7."::.:."..:._"77-::....:"..".7........:7.7........:.::::".7....7.........::...:_.:::::.;:...:::11....:::::...........-.:::::.::7::::::::::.7!.:7::::':::::::::::';:::::;:".. :::"7:7.Y.:::.:Y.7::::".Y.7:::.Y.:".:.:.::::::::.:.:::.:.:.::::::::::::'...... :::.::::::::::::::::.::::::%::::::::::::::::::.!: ::::::::::.::::::::::::;.:::::::::;..7:::::::::::::".!...... :::::::::::::::::::::::::::::::::;::::::::::::::::::"::::::::::::::7"::::::::::.7.."::!....7!":::7"77".7.::::::7".-.....:.:::-.....:.:::::::::::::::::::::-....":::::::::::::.::".:2:._":"..:::".:7.":7"-:"•77::::.7'..":::-....:::::::::::::::::::::::":_."...::::::."-:::::::."7:"......-:":7::::::::::::Z:::::.::::::::::::::::::::::::.:::::::::".: ....."7...7.....:::.::::::::::::::::. 7--..717:.7".-".":'77:':-- 7'77.-- '7:-.7"."7"7".::: 7'7'7".7:' .....-"7":--"777:7-:::::::::".:::::::::::::::::::::7:::7:::::::::::::::::::::::::::-111-7!:::7!:::::::::::::::::!!:::::.!:::!!!:::_:::.:::-:::.:::-:::.:::::!!!!:::-:::.:::-::::::-!::::!:::::::::::.1:::.7:::::---.1..7.:::::::..7...7,7....---:::::::::::::::._....................7.............7........................:.........................7..7..................:.............. ... ................................................................................................................................... ........ .... :"77.:::.7.7 7'7'7' "77:'7'' - %.'"7:::-:::::-::-.:7"."7"7-7.Y.7"7"7-7.7."7"7::7:::::::::::::7,7"7.777"7"777...7"7"7:27,7"777...7.:.7::7.7:::::.::7:27:.7_7_777,7_77...77...7:....7777.7.:..:...7::77."7.:77.:.:II"I"7"7.17"7".... -.7"..7.".7"7....-:-:..."....".."............."..7.'..."...".7....77......7.............-.............................................................................:............."7:7...............::::.....i..7.....7...77..:7777:...i...7...7"7"......7.........":"..... .:77.7"7-7.:-'7::::: :2"7"7"7::77::::::::::............._..._....7777777....7...7....7.........7...7_7_7_.7. ____ ........................................................................................................................7.7,....,::::,.............................::i_7::::::77i77i......:.7::::::77........,....,:_...::::::::............................................_._._ .. • W J) z 0 W -3a SEMINAR 24BOD SEE ELEV SEE ELEV SEE E SEE SEE ELEV W -3b SEMINAR 2`301D F -ie) 24'-4"x $'-O" 11J-461 SEMINAR 2SeE F-10 24'-4"x S'-," W -.4b SEMINAR 252* F-10 24'-4"x EI -0" 11-561 SEMINAR 2pSOF F-12 24'-11"x 5'-0" 11J-510 SEMINAR 21ZOF }� F-10 25'-1"x &'_0 W - 5c 5Ef-tINAR 252DF F-5 2'42"x V-12," ll -5c1 SEMINAR 290F F-5 2'-6"x $1-0" W-eia SEMINAR 25 F-10 24'-4"x S'-@" IU -6b SEMINAR 2Sx F-10 24'-4"x 81-)11 uJ-11a CONFERENCE 2sa2 F-14 1Cp1_0Ilx 5I„011 W -12a LSRAM- OFFICE 2s3 F-2 19'-7-I/2"x $'-o" V V V V V SSEE CS , rr ASS E CsL err*)" AREA NOT PART OF '1•-I'45E 2 MOOR SEE 5CI4EDI�LE (TYP) FRAME TYPE ALUM' FR,W"TI= 4'-6 n'• • (W) PRAM. trFE ARAM n'•40 (v.) N II -011 31-011 1 N 7'-81 (VP) 31-101 7'181 NIP) til 3'-O" 21 I-1 A -51I TTP 1 • 4. 3. 2. 1. SAFEtr GLASS, 5 sPeCS (TYP) ALUM. AS COR fi POS EG IIREv (TYI�) SAfi Tr GLASS, SEES' (TrIE9 No. 03/14/2014, 12/10/8012 11/13/2012 09/28/2012 06/20/2°12 D 20 2012 Date ISSUED FOR PHASE II 100% CD ISSUED FOR BID ISSUED FOR FINALW FOR 75Z CD WNW FOR SD ESTIMATE D SEE SCHEDULE MECHANICAL ENGINEER Stenteo 400 Horan Center 101 Earl Diamond Street Butler, PA 10601-5923 (724) 477-1257 TYP Tyr Stamp DOOR, SEE SCI4EDULE FBITTED TY -P- ITTED GLAS6 1' . P plumeI I f E FRA1-1E TYPE ALW`"I. ERA IE FRAM E TYPE ALUI t FRAME WRITING SURFACE (mAciNEtIG GLASS, SEE SPECS. FRITTED GLA r, trp_ WRITING SURFACE (MAGNETIC GLASS, SEE SPECS. FRITTED L., TYr_ Project Title CLARK HALL LEARNING FACILITY POOR, SEE �c+-IEvuLE 1 (vrF) CORNELL UNIVERSITY W (YIP) 31-0I 51-01 2 i STY GEE SPECS GLASS, (TYP)_ ALUM. COMER POST WHEfCE IEGILIIRED cm.) 21 EQ 211 51-01 2N 31-01 142 Sciences Drive Ithaca, New York 14853 7ffer rer DrawtnE Title TP 1 INTERIOR STOREFRONT SYSTEM SCHEDULE AND FRAME TYPE DrawinS No. POR FORT TTP A-910 T7 M • L 666 Warburton Avenue Hastings Hudson. NT 10700 914, 470 3677 AraLlteeta Laadreapa Arehitecta ia#�aiteal WRITING SURFACE (MAGNETIC GLASS, SEE SPECS. FRITTED CLAS$, tY'P. TYP WRITING SURFACE (CHALK WARD, SEE SPEC AND DETAIL CUM) FRITTED GLASS, T'YP. P E T R a S 0 L F A S 0 C IA T E S EXISTING STRUCTURE HANGER WIRE CROSS RUNNER i/1 UNDERSIDE OF EXISTING CONCRETE SLAB 3 5/8" METAL STUD FRAMING TO UNDERSIDE OF STRUCTURE ABOVE 40 16" OCC,„ (2) LAYER %' TYPE 'X' GYP. BD. WALL METAL STUD FRAMING SUPPORT 16" OC. 4" MIN. HUNG CEILING x x L rr 2" 1 ti MAIN RUNNER A.C.T. PANEL OR MESIO METAL PANEL SEE SCI-IEDULE SEE RC1~' 2" CORNER BEAD SEE RCF' •r FINISH CEILING, SEE FINISH SCHEDULE NOTES CEILING DETAIL G1=3-1 4 AC SCALE: 3" # I'-0' GYP. BD. SOFFIT (2) LAYERS 5f8" TYPE "X' GYP. BD. (TVP.) ON 3-515" MtL STUDS TAMABLE METAL COWER BEAD, TYP. . SEE 14-203.1 FOR DETAIL 13/A -80I OPENING LOCATIONS. 4 ii E.Q. 5.12 - -4 ' 4 A 5/8" F.T. FLYWD. BLOCKING BORROWED LITE, TY'P. SEE RCP FOR BORROWED LITE FRAME LOCATION. 4 4 4 SOFFIT DETAIL ORROWUED LITE SCALE; 1-1/2" = 1'-0" EXISTING CONCRETE BEAM 4 NEW DUCT OR EXIST, SEE MECI-I. UNDERSIDE OF EXISTING: CONCRETE SLAB UNDERSIDE OF EXISTING CONCRETE SLAB SIDE WALL D IFIRISER 00 00 00 00 00 3 5/8" METAL STUD FRAMING: TO UNDERSIDE OF STRUCTURE ABOVE o 16" 0.C., (2) LAYERS %" TYPE 'X' GYP. BD. WALL 4" MN. 3 5/8" METAL STUD FRAMING TO UNDERSIDE OF STRUCTURE ABOVE • 16" O.C.. (2) LAYERS " TYPE 'X' GYP. BD. WALL 3 5/8" METAL STUD FRAMING TO UNDERSIDE OF STRUCTURE ABOVE • 16" OC„ (2) LAYERS %" TYFE 'X' GYP. 5D. WALL 2 111111111[11111111111111111111111 " FINISH CEILING, SEE FINISH SCHEDULE FINISH CEILING. SEE FINIS[ -1 SCHEDULE. TAPEABLE METAL CORNER BEAD, TVP. TAPEABLE METAL CORNER BEAD, Tri. EXIStNG FINISH CEILING: TAMEABLE METAL CORNER BEAD, TYP. E.0. 518" F.T. PLYWD. BLOCKING • BORROWED LITE, TYP. E.. SEE RCP FOR BORROWED LITE FRAME LOCATION. BORROW LITE OR WALL, SEE PLAN DROP I EAM DETAIL EXISTING CEILING SCALE: 1-112" = I'-0" C SOFFIT DETAIL 61 SORROWED LITE SCALE: 1-1/2' = 1'-0" DROP 3EAM DETAIL SCALE: 1-1/2" = 1'-0" 03/14/2014, 4. 12/10/2012 3. 11/13/2012 ISSUED FOR PHASE 11 100% CD ISSUED FOR BID ISSUED FOR FINAL &SWIM PENCIL 1ROD HANGER SYSTEM HANGER WIRE 4'-0' ALONG EA. MAIN RUNNER - TYP. 3 TURNS MN. IN 1/2" TYP. EXISTING WALL. EXISTING WALL. BATT INSULATION. WS" GYP. @D. • 2.-o" O.G. PT. BLOCKING P.T. BLOCKING 1 1/2" x 1 1/2" KINDORP MOUNT t0 UNDERSIDE c STRUCTURE TO SUPPORT PROJECTION SCREEN. CONDITIONS WILL VARY. MECHANICAL ENGINEER Stanton 400 Morgan Center 101 East Diamond Street Butler, PA 10601-502.9 (724) 477-1257 IS GA. FURRING L • 2'-0' SPLICE 112" C.R. SEL • 4'-O" 0.C. MAN RUNNER 2'-0" O.G. CROSS 1�LNNER � • 2'-0" O.G. TOTE; ALL CEILING LIGHT FIXTURES AND HVAC AIR REGISTERS SHALL BE SJPPORTED 1ST A MIN. O (4) HANGED AT OPP. CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. HANGED HANGERS FOR SUSPENDED CEILINGS SHALL BE FASTENED TO THE METAL DECK OR JOIST. HANGERS SHALL BE SADDLE TIED AROUND MAN HERS TO DEVELOP THE FALL STRENGH OF THE HANGER. (I) LAYER Sfa" TYPE 'X' GYP. BI. PAINT Wf,4DJAGENT SOFFIT COLOR ( 1) LAYER 518" TYPE 'X' GYP. BD. PAINT W/ADJACENT SOFFIT COLOR RECESSED MANUAL PROJECTOR, SEE SPEC. SOLAR SHAVE, SEE SPEC I-IUNC GYP. CLCD_ DETAIL (TYP.) G5-1 SCALE: 112" = 1'-0" EXISTING WINDOW EX1ST ING WINDOW SEE RCP GRID SUPPORT DETAIL, AC -1 4 2 SCALE; N.T.S. OMMFTED SOFFIT DETAIL € EXISTING WINDOW SCALE; I-1/2" = 1'-0' UNDERSIDE OF EXISTING CONCRETE SLAB SCFFfT DETAIL EXISTING WINDOW SCALE: 1-1/2" • 1'-0" SOFFIT DETAIL ID RECESSED SCREEN SCALE: 1-1/2" • 1'-0" PProject T1tle CLARKHALL LEARNING FACILITY CORNELL UNIVERSITY UNDERSIDE OF EXISTING CONCRETE SLAB 142 Sciences Drive Ithaca, New York 14853 TYP. CEILING DETAIL UNDERSIDE OF MECI- ROOM 4" MIN. 3 518" F-IETAL STUD FRAMING TO UNDERSIDE OF STRUCTURE ABOVE • 16" O.C., (2) LAYERS %" TYRE 'X' GYP. BD, WALL 4 MIN. 3 5/8" METAL STUD FRAMING TO UNDERSIDE OF STRUCTURE ABOvE • 16' OC., (2) LAYERS %" TYPE 'X' GYP. 13D. UJALL Drawing Title CEILING DETAILS 4000 PSI CONCRETE JA 5 REBARS, Tyr. 111111111111 II11111111111111 FINISH CEILING. SEE FINISH SCHEDULE. 1111111111111 1111111111111111111 —2" a 1-1/2" 18 GA METAL DECK WITH METAL CONCRETE POUR STOP, 1-yP DRILL 1 EPDXY 05 DOWELS (DIV O.G. MIN. 4" DEEP. TAPEABLE METAL CORNER BEAD, TYP. { 74 . SEE RCP FINISH CEILING.. SEE FINISH SCI DOLE. Drawing No. TAPEAI3LE METAL CORNER BEAD, TYP. A-801 TYP. ROOF SLA5 DETAIL DUCT PENETRATION TWO LAYER OF GYP BD BAND WITH TAPERABLE EDGE. GYP. BD WALL, SEE WALL TYPE. TSP. SOFF I T AND 1 AND DETAIL 5/S" F T. PLYWD. BLOCKING • MORRO JED LITE, TVP. 666 Warburton Avenue Hastings on Hudson. NT 10700 914, 470 9077 Archlteeta Landscape Arebitecta In#iaior AroI t*cta TVP, DROP DETAIL PETER a I S O L F I ASSOCIATE S SCALE= 1-1/2" = 1'-0" SCALE= 1-1/2' = 1'-0" SCALE: 1-112„ = 1' -gr 1NTBLH2R WALL TYPE 1 PRAMS UP TO UNDERSIDE OF FLOOR ABOVE ROOF STRUCTURE FIRE STOPPING. AS REM" I LAYER OF '6/S" GYP. BP. AND 1 LAYER OF 'SIB" QUIET ROCK GYP. O. 3-5/6' (20 iAUSE) METAL S'IVPS AT 18' O.G. 5 1/2' SOUND ATTENUATION INSULATION EXISTING WALL WOOD BLOCKING AT SCHEDULED WOOD MOULDINGS AND NPN WALL CABINETS WOOD BLOCKING AT SCHEDULED 1,400D MOULDINGS WALE: 1"=11-0" PROVIDE WOOD SHIMS AS REQUIRED ON EXI5TIN6 INALL. 7— IDE OF FLOOR LED CLNG.. A) 3 5/S" METAL O 16" D.G. ' SOUND ATTENUATION TION B LOCKINS AT xJLED WOOD ING5 AND NEN CABINETS, DrP. YER5 OF 5/9' TY-im .SID. SLOTTED HOOD PANEL TO MATCH EXISTING. CONTINUOUS BEADS OF CAULK HI: OW METAL RUNNER 2HR RATED UL-U4I01 WALL DETAIL SCALE= 1" ■ 1'-0" • . l 7 ,J.410- SCHEI 60' STUD SCH 0 44. INSUL . 00- 3 II '. INS. 11110. If4001 SGRE MOUL J++IAALI Tin ow - 4,00. -41) a 411e- %, • a PLS (2)L ai IDE OF FLOOR LED CLNG.. A) 3 5/S" METAL O 16" D.G. ' SOUND ATTENUATION TION B LOCKINS AT xJLED WOOD ING5 AND NEN CABINETS, DrP. YER5 OF 5/9' TY-im .SID. SLOTTED HOOD PANEL TO MATCH EXISTING. CONTINUOUS BEADS OF CAULK HI: OW METAL RUNNER 2HR RATED UL-U4I01 WALL DETAIL SCALE= 1" ■ 1'-0" ERSIDE OF FLOOR SLAB DULED COG. GAJ 3 5/9" METAL 0 16" O.G. ' SOUND ATTENUATION TION : FROVIPE F.T. ' LU 0P IN LIEU OF GYP BD. �I..L SCHEDULED WORK WOOD PANELS, ROS, AND BASEBOARDS. ICAL. ss18' QUIET ROCK GYP. BD. ON EACH 51DE. 1N00P BLOCKING AT SCHEDULED V►IQQP froui-PiNeea CONTINUOUS EEADs OF CAULK BELOIN METAL RUNNER (2) LAYERS g" TYPE "X" GYP P. B' Ft. GGNTINLJ0US PLYWD BLOCKING. 3 3I8" METAL STUD, ACOUSTICAL BATT INSULATION. TTP EXIST WALL TO REMAIN. 1 31S" METAL STUD 16"0.C. 1" F.T. CONT IN UOU3 PLTWD. SIX ADJUSTABLE woo SI�LvIN4. • UNDER -SIDE OF FLOOR SLAB SCHEDULED GLN . (20 &AJ 3 IS/8" METAL STUDS 0 16" O.G. 3 I/2' SOUND ATTEMJATION INSULATION WOOD BLOCKING. AT SCHEDULED 1400D MOULDINGS AND NEW WALL CABINETS, TVP. (2) LAYERS OF 15/43' TYPE 'X' GYP. BO. NOTE: F'ROYIDE F.T. 1" PLYWOOD AT REQUIRED HEIGHT, IN LIEU OF GYP O. AT ALL SCI-EDULEID MILLWORK, WOOD WAINSCOT, 5AS+EI5OARDS. TYPICAL CONTINUOUS BEADS OF CAULK SLOW METAL RUNNER WALL TYPE 4 1 ural WALL ABOVE EXIST RADIATOR COVER TO REMAIN. FR rREC LET 'Z' REvEAL MOULDING, TYP. (2) LAYERS 6" TYPE "X" GYP_ P. SCALE: I "=I' -O" Exisritirs WALL r HORIZONTAL TRUSS R,EINFORCINS EVERY OTHER COURSE DRILL 4 6R tr *'3 rvie..5 024" OA MIF/ 4' i ACOUSTICAL BATT INSULATION. TYP. 3-5/8" METAL STUD. WALL DETAIL AT RADIATOR SCALE: 3" • I' -O" SILL 61ROUT SOLID AT 3TIN5 IaLxK A3 WALL TYPE 2 HR RATED UL -U(' /WALE: i "= I'-0" 4„ FRAME UP TO UNDERSIDE OF FLOOR ABOVE I LAYER OF 3/4" INTEIRIOR GRAPE PLY JMD. PAINTED, DOLOR TBD. 9-9/5" (20 GAUGE) METAL STIP AT 12" O.G. EXISTING PALL WALL TYPE SCALE: 1 "=I' -D* PROVIDE AIOOP 51-11M5 1S AS REQUIRED ON EXISTIN& WALL. EXIST WINDOW TO REMAIN. 'Z' REvE.4L MOULDING MANtFACTuREo 13r FRYRE GLET, TYP. (2) LAYERS 6" TYPE "X" GYP_ BD_ ACOUSTICAL BATT INSULATION. tYP. 3-5/a" METAL STLv. 14 GGA METAL PLATE AND PAINT TO MATCH WINDOW FRAME COLOR. RADIATOR COVER BELOW WALL DETAIL AT WINDOW SCALE: 3" • 1'-0" NOTES ALL GYP BD_ SHALL BE " FIRE RATED TYPE 'x' 2. ALL RATED PARTITIONS 81 -HALL 13E FIRE STOP WHERE NOTED FOR CAULKING TOP 4 BOTTOM OF PARTITION AND PENETRATIONS 3. SEE FINI514 SCI 7ULE ANI) INTERIOR ELEVATIONS FOR DESCRIPTION OP BASE TRIM. WALL PETALS MAY NOT REFLECT ACTUAL FINIS/ -I REQUIREMENTS. 03/14/2014, 3. 11/13/2012 ISSUED FOR PHASE 11 100% CD ISSUED FOR FINAL &WALT 2. 09/28/2012 ISSUED FOR 75% CD 1. 06/20/2012 ISSUED POE SD ESTIMATE No. Date Revision MECHANICAL ENGINEER Straiten 400 Morgan Center 101 Earl Diamond Street Butler, PA 10601-5923 (724) 477-1207 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title WALL TYPE & DETAILS 666 Warburton Avenue Hastings on Hudson. NT 10700 914, 470 9077 Drawing No. A-800 Archlteeta Landscape Architects Interim Architects PETER OISOLFI AS SOCIATES • a ib, ,J.410- OP 60' SCH (20 mu 3 II INS. NO7 a PLS MILI 1Or TYF ERSIDE OF FLOOR SLAB DULED COG. GAJ 3 5/9" METAL 0 16" O.G. ' SOUND ATTENUATION TION : FROVIPE F.T. ' LU 0P IN LIEU OF GYP BD. �I..L SCHEDULED WORK WOOD PANELS, ROS, AND BASEBOARDS. ICAL. ss18' QUIET ROCK GYP. BD. ON EACH 51DE. 1N00P BLOCKING AT SCHEDULED V►IQQP froui-PiNeea CONTINUOUS EEADs OF CAULK BELOIN METAL RUNNER (2) LAYERS g" TYPE "X" GYP P. B' Ft. GGNTINLJ0US PLYWD BLOCKING. 3 3I8" METAL STUD, ACOUSTICAL BATT INSULATION. TTP EXIST WALL TO REMAIN. 1 31S" METAL STUD 16"0.C. 1" F.T. CONT IN UOU3 PLTWD. SIX ADJUSTABLE woo SI�LvIN4. • UNDER -SIDE OF FLOOR SLAB SCHEDULED GLN . (20 &AJ 3 IS/8" METAL STUDS 0 16" O.G. 3 I/2' SOUND ATTEMJATION INSULATION WOOD BLOCKING. AT SCHEDULED 1400D MOULDINGS AND NEW WALL CABINETS, TVP. (2) LAYERS OF 15/43' TYPE 'X' GYP. BO. NOTE: F'ROYIDE F.T. 1" PLYWOOD AT REQUIRED HEIGHT, IN LIEU OF GYP O. AT ALL SCI-EDULEID MILLWORK, WOOD WAINSCOT, 5AS+EI5OARDS. TYPICAL CONTINUOUS BEADS OF CAULK SLOW METAL RUNNER WALL TYPE 4 1 ural WALL ABOVE EXIST RADIATOR COVER TO REMAIN. FR rREC LET 'Z' REvEAL MOULDING, TYP. (2) LAYERS 6" TYPE "X" GYP_ P. SCALE: I "=I' -O" Exisritirs WALL r HORIZONTAL TRUSS R,EINFORCINS EVERY OTHER COURSE DRILL 4 6R tr *'3 rvie..5 024" OA MIF/ 4' i ACOUSTICAL BATT INSULATION. TYP. 3-5/8" METAL STUD. WALL DETAIL AT RADIATOR SCALE: 3" • I' -O" SILL 61ROUT SOLID AT 3TIN5 IaLxK A3 WALL TYPE 2 HR RATED UL -U(' /WALE: i "= I'-0" 4„ FRAME UP TO UNDERSIDE OF FLOOR ABOVE I LAYER OF 3/4" INTEIRIOR GRAPE PLY JMD. PAINTED, DOLOR TBD. 9-9/5" (20 GAUGE) METAL STIP AT 12" O.G. EXISTING PALL WALL TYPE SCALE: 1 "=I' -D* PROVIDE AIOOP 51-11M5 1S AS REQUIRED ON EXISTIN& WALL. EXIST WINDOW TO REMAIN. 'Z' REvE.4L MOULDING MANtFACTuREo 13r FRYRE GLET, TYP. (2) LAYERS 6" TYPE "X" GYP_ BD_ ACOUSTICAL BATT INSULATION. tYP. 3-5/a" METAL STLv. 14 GGA METAL PLATE AND PAINT TO MATCH WINDOW FRAME COLOR. RADIATOR COVER BELOW WALL DETAIL AT WINDOW SCALE: 3" • 1'-0" NOTES ALL GYP BD_ SHALL BE " FIRE RATED TYPE 'x' 2. ALL RATED PARTITIONS 81 -HALL 13E FIRE STOP WHERE NOTED FOR CAULKING TOP 4 BOTTOM OF PARTITION AND PENETRATIONS 3. SEE FINI514 SCI 7ULE ANI) INTERIOR ELEVATIONS FOR DESCRIPTION OP BASE TRIM. WALL PETALS MAY NOT REFLECT ACTUAL FINIS/ -I REQUIREMENTS. 03/14/2014, 3. 11/13/2012 ISSUED FOR PHASE 11 100% CD ISSUED FOR FINAL &WALT 2. 09/28/2012 ISSUED FOR 75% CD 1. 06/20/2012 ISSUED POE SD ESTIMATE No. Date Revision MECHANICAL ENGINEER Straiten 400 Morgan Center 101 Earl Diamond Street Butler, PA 10601-5923 (724) 477-1207 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title WALL TYPE & DETAILS 666 Warburton Avenue Hastings on Hudson. NT 10700 914, 470 9077 Drawing No. A-800 Archlteeta Landscape Architects Interim Architects PETER OISOLFI AS SOCIATES • 3/4"X1/2" SOLID RED OAK MOULDING AROUND WALL TALKER BOARD WALL TALKER BOARD CN 5113" PLYWOOD. 3/4"X1/2" SOLID RED OAK MOULDING AROUND WALL TALKER BOARD 1" SOLID RED OAK 1SASE TYP. WALL PANEL DET. UJALLTALI ER iBOA D SCALE: 3" • 1'-0" GYP. BD. SOPFIT, SEE CEILING DETAIL. 1-1/8" SOLID IED OAK ON PLYWOOD ,1\ 1/I6" MAGNETIC CHALK WARP ADHESIVE APPLIED W/1/4" TROWEL. 5/8" PLYWD. CHALK TRAY TWO (2) 1 1/4" BRACKETS TO SUPPORT ONE CHALK TRAY 314" SOLID RED OAK ON PLYWOOD 5/8" GYP. BD. 3/4" IED OAK VENEERED PL' WQQD W1 TAPED EDGES ON 318" PLYWOOD CONTINUOUS "Z" CLIPS 3/13" RED OAK SOLID RED OAK 15ASE TYP. LUALL PANEL DETL. • = WALL TALKER BOAfiD MAGNETIC 15OARD 1 la TYP. WALL PANEL ELEVATION DEM_ SCALE: 311 • 11-0" WALL TALKER BOARD OWN 5/13" PLYWOOD. 314"xia" SOL ID RED OAK MOULDING AROLND WALL TALKER BOARD SOLID - D OAK (-3:\,/ .SCALE: 30 = 1'-0" 3/4" RED OAK VENEERED PLYWOOD LW TAPED EDGES ON 3/S" PLYWOOD TYP. WALL PANEL PLAN L ETL. 3/4" RED 0.410 VENEERED PLYWOOD W/ TAPED ESS ON 3/81 PLYWOOD TYP. WALL PANEL PLAN DETL. SCALE: 3" = O ITT TYP. DECOUSTIC UJr4LL PANEL DETL. SCALE: 3• • 1'-0" r CHALK BOARt CHALK TRAY TWO (2) 1 1/4" 15RACKETS TO SLIIOfT ONE CHALK TRAY WOOD PANEL 2" REVEAL TTP. CI- ALI TRAY SUPPORT ELEVATION 5 SCALE: 3" • 1'-O" PROVIDE WOAD SHIM AS REQUIRED. BACKER ROD AND CAULKING ALL AROUND i"xi'"x4" ALUMINUM CI-LA1'NEL STOP ALL AROIND P AMES, FINISH TO MATCH FRAME. 7115" MAGNETIC CHALK BOARD ADHESIVE APPLIED W,1/4" TROWEL. 51S" PLY, WD 51S" GYP. SD VERT. 4 HORIZ. MULLION SCALE: 3" • P-4," TYP. DETAIL FOR CI -TALK 1 WITI-IN FRAME SCALE: 3" • 1"-O" NOTE : L ALL EXPOSED WOOD FINISH TO RECEIVE P-4, SEE FINISH SCHEDULE. 03/14/2014, ISSUED FOR PHASE 11 100% CD 4. 12/10/2012 ISSUED FOR BID S. 11/13/2012 ISSUED FOR FINAL Slew 2. 09/2/2012 ISSUED FOR 75% CD 1. 06/20/2012 ISSUED FOR SD ESTIMATE No. Date Revision MECHANICAL ENGINEER Stanteo 400 Morgan Center 101 East Diamond Street Butler, PA 10601-5923 (724) 477-1257 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing 'Title MILLWORK DETAILS Scala lob No. Data 1/8"=1.-0" 1206 03/14/2014 RM ec>oeb Approved KH FXC Drawing No. A-600 bee Tarhmton Avenue Hastings on Hudson. NT 10700 914, 470 9077 Architeeta Landscape Architects !Merl= AroMtocta PETER OISOL FI ASSOCIATES ! IIII II I I II III I I 11111111 I! 1111111111 III II I111111111IIIII 111111 I I I I IIIII 11111111111! IIII II I I II III I1111111lI I! IIII II I I I I III II I11111l111IIIIII I I I I III II 111111!1 I I11111111I I IIIII I II III!!I I Illill I I I I IIIII I II III!!I I Il IIII II I I II III I I 1111111 I Il IIII II I I II III I I I1111111111i1111 I I I I III II I1111111111i1111 I I I I IIIII I II II 111111111 I II III I I I1111111II I IIIII I I I I III111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111II I I II III I I I1l11l111111111111111111111111l11111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111!l11111111111111111111111!l11111111111111111111111!1111111111111111111111111!! 111111111111111111111111! 111111111111111111111111! 111111111111111111111111! 111111111111111111111111! 1111111111111111111111111 L 0 0 --------------------- --------------------- 0 0 000000'04 00009° 0, 0 L1°00400 0agq Rn4C R00,a 0ap°0006+ '204°0x44 0040 0000° 0¢000400008 4d n Qaa0e4pOn400n-44 ¢C 00,0 Y ]p84d00g00°44040 G°0040 O 0• 00.600040046¢4440 WALL MOUNTED FIRE EXTINGUISHER, SEE NOTES. rm\NORTI-1 CORRIE)OR ELEVATION (PHASE I I ) SCALE: 1/411 = 1"-e" ua_4 oa ¢44° .: 0 1460U;00°a0R 0000 00°00044 000000°04 V430'1000°04 47,9.014.4%°,4 FI-1,45E II 0 0 }00804400090 Op 40 a4 00404400000000-00,000` Gn0o¢OanQat 000%°,04°.004°0 °04a00Q _s 000 0 000404001- 0440 0000 0400 p 000 000 q¢0 4°,170V0°00°460614124,0°0°,0 O 4 a ¢_0 00°0446000 0qR 0. 00,..0000000000,„00 0°00°40 o p p0R p0 044000_ 00 4a °0 0" a ° o 0%%13 OV Dap. q 00__4400%6 0 7040a049404aoa°a6p044 01)0°40°,1)000%0 a 0 4 440004000 000400 °00400 U. 0 0 III 0 0 n6°4o°0oopa1 r°4000000, 0 O_p0°40¢44 Q { 000 000° 00,000°000OD 0 0, D0000,0000_0 000000p4 .0n840np44n4�f 00000060 0600°44°000,00,00 000°04 .*0°0°0%%°41,..°400°0°41 }00a0_Pd404404R0p40k44 4n�POn Ona °0np_on0Od¢C 0 0 r I I L J WALL MOUNTED FIRE EXTINGUISHER, SEE NOTES. FI -1,45E I (N.I.C) 11111111111111111111111 1111111111111111111111111 1111111111111111111111111 11111111 I 1111111111111111111111111111111111111111111111111111'.11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 --------------------- -------------------- 0 a QQnw 09.40 00e� EXISTING WALL DIFFUSER SEE MECHANICAL DWG, T r . WEST CORRIDOR ELEVATION SCALE= 1/4° • l'-et" PARGE DAMAGED PORTION OF COLUMN TO RECEIVE NEW FAINT, EXISTING WALL DIFFUSER, SEE 1IECHANICAL DW', TYP. FIRE EXI NGUIG -IER, SEE NOTES LEGEND NOTES PAINTED GYP. BD. (SEE DETAIL 6/A-600) MI 1 1 EI GLASS, SEE IMORROWED LITE 301-IEDULE PN -UP BOARD (SEE SPEC) WRITING BOARD (SEE SPEC.) .AREA NOT PART OF PHASE 2 1. OUTLETS SHALL BE CENTERED IN WOOD PANEL AS SI -1041N 2. SEE FINISH SCIHEPULE 3. ALL MECH. A/C WALL GRILLES TO 1SE PAINTED A CUSTOM COLOR TO MATCH ADJACENT MATERIAL COLOR. A 1 CT To CT CUSTOM CO RC1 -I TE SELECT LORE FROM BENJAMIN MOORE COLOR SYSTEM, TYP. 4. PROVIDE FIRE EXTINGUISHERS AND RECESSED CABINETS AS SI -1011N. ALL COMPONENTS TO BE BY JL, INDUSTRIES INC. OR EQUAL. FIRE EXTINGUISHER TO COSM ITAN 103 -11F)c CA I T SE O'POL E 13 NE TO BE STAINLESS STEEL WITH FIRE RATED TUB. PROVIDE WALL MOUNTED 'FIRE EXTINGUISHER" SIGN. 03/14/2014 ISSUED FOR PHASE II 100% CD 4. 12/10/2012 ISSUED FOR BID 3. 11/13/2012 ISSUED FOR FINAL EZVIEW 2. 09/28/2012 ISSUED FOR 75% CD 1. 06/20/2012 ISSUED FOR SD ESTIMATE No. Data Revision MECHANICAL ENGINEER Santee 400 Morgan Center 101 Zest Diamond Street Butler, PA 10601-5923 (724) 477-1257 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title INTERIOR ELEVATIONS OUTER CORRIDORS Drawing No. A-405 668 Warburton Avenue Hastings on Hudson. NY 10700 914, 470 9077 Archlteefa Landscape Architects interim AroI t*cts PETER OISOLFI AS SOCIATES 24'-4" SEM INA 2e4F 6,35 S.F. SEMINAR 2941-I SIM. SEE ELEVATIONS. 6,35 S.F. SNI 1=1N CEILING r ___ 1 SEMINAR 2' 4C 6.10 S F. SEMINAR RM. 2 4F 4 2e4c1 42 341-1 ''LAN SCALE: 1/4" = 1'-0" L_ n 1 I - + + + + + + + + + - + + + + + + + + + - + + + + L... GIE•,6 .1. -I 1r 0�Ya4-wQa o . 11'0044 4p-000[ b0a004 aoc: 7:130.00_00,0,s 3404° 04°40-n + + + + I- + + + + - + + + + + + + + - - - + + + + 0v01 Cr 040°8VDU a Bp048Q3804 4 0 4 i 4 4 0 P O O 0 4 0 7 4#4�a0np OC L__. r _''..i- -' 1, Y'• •`^ . �'-�. `' •- _ + + + + - + + + + - + + + + r 1111 „ ;.,,,I . 1L + + + + + 1- + + ,l CZN 4crecpp OQ,u C 4 -C 4 0 p 8 0 Q R 4 R 0 0 R 0 4 4 C D x.040.0440, a 706001404a0Q .44800° 040 8+,a00_0009_000 V u40 Roiye ° 4 0 ] ¢ Q C 4 Q 1 0 0 0 0 0 4 O ! 4 0 Q 1443040%*#4p 400°0¢44000' F�Y°r4¢4.+0p3-40014¢"W Dp C Q 0 00 ¢ - 0 R 4 4 0 Q S 0 6 0 4 0 0 R R 4 0 P 0 4 0 0 { 0 0 0 0 - 0 40Qa°4pp°°a ¢O,4QOapOG 000-00#040O QV a 000 448-44 ; l0,,,,900_000_000_000000. + + + + - + + + + u0pru¢au0p[ ]0 O 4 4 0 4 O 4 0 a 0 i a Q 00000#4 QD00°400404 004 ¢°Op0pp0 Mil F9* FLCOR I- + + + + + + + + - EQ EQ ■ + + + + - + + + + .7171777,77:3 0 7 ,croveueeol,d41-43V74°0° o0 04 ° 0#404 0004 4000 ppap°40,0040 0,0 004¢° 4cQpQ oc0000 °¢¢c oaeoc00°¢4! o cO apo8p¢O 04004Q 0V, o OOgg004A° cpood p p..noV000 Q0pg0gppootooa 0a. 000000000 0400°0" �p�p o#°4°° " 00¢¢0104900. oap0a4p¢n¢00,00,3e000 °04°08-0 O{.4Cr00n Q 04CQ 04ti ¢4 0-04 40 0000 n4¢00x Oop�0a-0 84 Q#Q a 0•a0a_Gan #O( 0a- aa_ aC fik_P_INL FLOOR C INTERIOR ELEVATION SCALE: 1/4" - 11-0" 1=11+1 CEILING 1 1 r I r 1 N M MO NM EQ CE IL INC MOUNTED ROLLER BNAPE, TY1' FOR (14) FOURTEEN ai n TA T4 101 101 CIS A • • 4 e • C e C 121 0_ E CE IL INCA MOUNTED PROJECTOR, IBV OCHER r - JIM _ _ Y 16'-@" 1 n 1 L� - + + + + + + + + + - + + + + + + + + + - + + + + L... GIE•,6 1 1r 0�Ya4-wQa o . 11'0044 4p-000[ b0a004 aoc: 7:130.00_00,0,s 3404° 04°40-n 'ua rap-V4p ¢04¢04 0 Sac 4000,00 ¢aa4 0 4 0 0 Q 6 O 7 0 0 4.1°000040V 0 O ¢0.4444 400000.%` +++++++ + + - - + + + + 0v01 Cr 040°8VDU a Bp048Q3804 4 0 4 i 4 4 0 P O O 0 4 0 7 4#4�a0np OC L__. r _''..i- -' 1, Y'• •`^ . �'-�. `' •- _ I 11 rff ++++++- + I 1 fP. + - + + + + r 1111 `A . 1- + + + + + + + + 4- + + + + + + + + - - + + + + + + + + - CZN 4crecpp OQ,u C 4 -C 4 0 p 8 0 Q R 4 R 0 0 R 0 4 4 C D x.040.0440, a 706001404a0Q .44800° 040 8+,a00_0009_000 V u40 Roiye ° 4 0 ] ¢ Q C 4 Q 1 0 0 0 0 0 4 O ! 4 0 Q 1443040%*#4p 400°0¢44000' F�Y°r4¢4.+0p3-40014¢"W Dp C Q 0 00 ¢ - 0 R 4 4 0 Q S 0 6 0 4 0 0 R R 4 0 P 0 4 0 0 { 0 0 0 0 - 0 40Qa°4pp°°a ¢O,4QOapOG 000-00#040O QV a 000 448-44 ; l0,,,,900_000_000_000000. Ow0O-44F044 44 Qp D4 O 0p Q 4 0 40 4 0 # 0 0 0 O 0 0 Q 0 08 0# Q ¢ 0 00 04 O0 ] 4 40'400 41,* 0 0 to¢a¢¢g1 4°40 040.0.'000°4 4Q°Da0c1 43000-4ta a ¢44 0040 a4# 0°004404 48Q04v °84 4 Y¢# Ra°44[ - 0 0 0 R Q Q ° I O 4 00 4 Q 0 ! 0 Q 00'4411°05V p0 00 !0°44°pa°°a #4u pa p0 d8°Qj u0pru¢au0p[ ]0 O 4 4 0 4 O 4 0 a 0 i a Q 00000#4 QD00°400404 004 ¢°Op0pp0 Mil F9* FLCOR AkfIN. CEILING 100R INTERIOR ELEVATION SCALE: 1/4" • 11--0" 1 L 1 ___ + + + + 4 } + + + + + + + + + + + + + l + + + + + T + + + + + + + + 4 '4%. 000°40000, ¢Da0p0°00a004+0¢04 a0i 00400 4? 0 , ...040448 p 40040¢0¢00°DOS- over, %0„4760,..0{ }4 4¢40 Cao 000 °0 00'0*0? 0.,48..4 4o, 040..4 DO- on4D4n°#4t ? °Op040o°Op046o°4Ug4pa Q¢4 000 0-0000 p¢0 00; 00000-O4 4444040000 00 DOG Q 404040 00 °00°%01 r F __ 0 INTERIOR ELEVATION SCALE: 114" • 1'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1- 1- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + u / 3'-4. EQjr EQ EQ INTERIOR ELEVATION SCALE: 1/4" = 1'-0" 1 a - 1 1 EQ , 3'-4" 1 INTERIOR ELEVATION SCALE: 1/4" = I'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CE I L INCA MOUNTED PROJECTOR, 51- OWNER I® 0 r —ate — 0 40 4a°#440[ a0R00 p p 4441 s I 10 EQ EQ EQ EQ EQ 3'-4" INTERIOR ELEVATION SCALE: 1/4" = 1'-0" — CE IL INC* MOUNTED ROLLER SHADE, T P FOR (3) TSE SEMINAR RM. 2 94F 4 2 S4G 42e41-4 RCP ' SCALE: 1/4''1 -o r I f I - ++++++++++ I- + + + + + + + + + I- + + + + + + + + + I- + + + + - + + + + + + + + + - + + + + + + + + + - + + + + _ 1 1r 0�Ya4-wQa o . 11'0044 4p-000[ b0a004 aoc: 7:130.00_00,0,s 3404° 04°40-n 'ua rap-V4p ¢04¢04 0 Sac 4000,00 ¢aa4 0 4 0 0 Q 6 O 7 0 0 4.1°000040V 0 O ¢0.4444 400000.%` RQ..�a...�44�.ti.a.�=.��aY_��...Y4 ¢¢#004 °0%- 'Pace O ¢Oa4%0S )0% 07,004;0p4R¢q 00pbp804 4 4 4 4 0 ¢ Q 0 ° 0 0 i 0 0 0 4 4 # 0 R ! 4 0 0 Q 0 0 an-pa¢r¢ Onp00-O0 Dan°aG �u0p vaa op v4 p�u"I':14 40044004000404404 ¢40` 8¢44 Seo -000 4a -40 808 0 0 0 D O # 0 R 0 R 4 0 O 4 4 0 0 ° 4 0 4 a 0 0 aa- an°004¢0a d°aa 44°4. 0v01 Cr 040°8VDU a Bp048Q3804 4 0 4 i 4 4 0 P O O 0 4 0 7 4#4�a0np OC 0-..0p ue 4g0aa°00444 8°848¢484 ! D 0 4 O 0 0 4 # � Q 0 ..... — 80OC r _''..i- -' 1, Y'• •`^ . �'-�. `' •- INTERIOR ELEVATION SCALE: 1/4" = I'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CE I L INCA MOUNTED PROJECTOR, 51- OWNER I® 0 r —ate — 0 40 4a°#440[ a0R00 p p 4441 s I 10 EQ EQ EQ EQ EQ 3'-4" INTERIOR ELEVATION SCALE: 1/4" = 1'-0" — CE IL INC* MOUNTED ROLLER SHADE, T P FOR (3) TSE SEMINAR RM. 2 94F 4 2 S4G 42e41-4 RCP ' SCALE: 1/4''1 -o r INTERIOR ELEVATION SCALE: 1/4" • 1'-0" 1 1 1 I f I - ! I I i r 1 _ 1 --� } .• :r.=-�:' r`;y{• •- ..f•� .P,. -}�? - ' r•• .•yti •r• - s: "-.-~ �•'.•�• ±:, a + + + + + + + + + + + + + + + + + + + - - + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + :1.. - r _''..i- -' 1, Y'• •`^ . �'-�. `' •- _ I 11 o ]a00004{u 4°080¢0 y¢ ¢ 4AC 00 ¢0Q 'R O III.{,. r 1111 .t. • ':'_°::..:- 31-4" / EQ EQ le EQ EQ EQ I, EQ EQ EQ 10 EQ le ECt 3'-4" 4, 31-4" 0 EQ EQ EQ EQ EQ 3'-4u INTERIOR ELEVATION SCALE: 1/4" • 1'-0" 1 1 1 ri 1� _ --�,'�:; — ;5-• �.'': -g ‘''^• -} -.k • o- '••ti• - x ,:•.71'-'F - 0 9�' ,,b ,•:•'� r:.t: ,e,...:'.'e, _-' '� - - •�.K 11, ',:- }}- ;; 'f -r'- -• - - j.:..' • -- +++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +':\` + + + + + + + + + + + + + + + + + + + + + + + �::-L• R. ". '-''1- -: `S. t ,{ •r : ='Y• 7�' •i'S'-S; ;O , - rk;: -. • t`:e ,••'•_r.' ., ; . "tit ti C o ]a00004{u 4°080¢0 y¢ ¢ 4AC 00 ¢0Q 'R O III.{,. r 1111 Li ® 31-4" / EQ EQ le EQ EQ EQ I, EQ EQ EQ 10 EQ le ECt 3'-4" /If 0Ie , f INTERIOR ELEVATION SCALE: 1/4" ■ 11'011 r - 1 I ri 1� _ --�,'�:; — ;5-• �.'': -g ‘''^• -} -.k • o- '••ti• - x ,:•.71'-'F - - + + + + + + + + + + + + + + + + + + + + + + 4 - + + + + + + + + + + + + + + + + + + + + + + -h - + + + -F + + + + + + + + + + + + + + + + + + 4 - - + + + + + + + + + + + + + + + + + + + + + + 4 ,,b ,•:•'� r:.t: ,e,...:'.'e, _-' '� - - •�.K 11, ',:- }}- ;; 'f -r'- -• - - j.:..' • -- -- Ca III.{,. 31-4" / EQ EQ le EQ EQ EQ I, 3'-4" 4, 01, 11 INTERIOR ELEVATION SCALE: 1/4" 5 1'-01 LEGEND: + + + + + i +y+ y+ NOTES FRITTED GLASS, SEE BOIRROUIED LITE SCHEDULE PIN-UP BOARD (SEE SPEC.) WRITING BOARD (SEE SPEC.) 1. OUTLETS SHALL 5E CENTERED IN WOOD PANEL AS SHOWN 2. SEE FINISH SCHEDULE 3. ALL MECH. A/C WALL GRILLES TO BE PAINTED A CLkSTCM COLOR TO MATCH ADJACENT MATERIAL COLOR. ARCHITECT TO SELECT CUSTOM COLORS FROM 5ENJAMIN MOORS COLOR SYSTEM, TVP. 4. PROVIDE FIRE EXTINGUISHERS AND RECESSED CABINETS AS SH01114. ALL COMPONENTS TO BE BY JL. INDUSTRIES INC. OR EQUAL. FIRE EXTINGUISHER TO BE COSMOPOLITAN 1031E-11FX. CABINET TO BE STAINLESS STEEL 1111TH FIRE RATED TL15. PROPIDE WALL MOUNTED 'FIRE EXTINGUISHER" SIGN. 03/14/8014, ISSUED FOR PHASE II 100% CD 4. 12/10/2012 ISSUED FOR BID 3. 11/13/2012 ISSUED FOR FINAL SHVIEW 2. 09/28/2012 ISSUED FOR 75% CD 1. 06/20/2012 ISSUED FOR SD ESTIMATE No. Date Revision MECHANICAL ENGINEER Stanteo 400 Morgan Center 101 Earl Diamond Street Butler, PA 10601-5923 (724) 477-1257 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UN ERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title INTERIOR ELEVATIONS PHASE II Scale lob No. Data 1206 03/14/2014 �ec106d Approved i' KH XC Drawing No. A-404 666 Warburton Avenue Hastings on Hudson. NY 10700 914, 470 9077 Archlteefa Landscape Arebitecta Iaterior Arobiteeta PETER OISOL Fl ASSOCIATES r SEM INA 294E 635 Sp. 24'-4" 1• C4 SEMINAR ROOM 254E PLAN SCALE: 1/4" R 1'-0" CE IL INC: MOUNTED ROLLER SHADE, TYP FOR (4) FOUR CEIL[NG MOUNTED ROLLER SHADE, TYP FOR (3) THREE CP 97 SEMINAR ROOM 2 4E RCP SCALE: 1/4" = 1'-0" L I IBR,ARY OFFICE 253 340 SF. 11 -jell dt CONFERENCE 252 210 5F. Ib'-" 1• 1 N FIN. CEILING -0 dFIN. FLOOR / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • FIN. CEILING: PROJECTION SCREEN PROVIDED SY OWNER FIN_ CEILING 9 -4" 2V-21 R1I. 2 34E INTERIOR ELEVATION SCALE= 1/4" • 1'. " r--- 1 CLOSET 252A 30 S.F. ROOMS 22 4 293 PLANS C C== C C.. II t n u SCALE: 1/4" . 11-011 0 0 0 0 L c • I' a • to 114, 'I 01 4 • WWWWWW C C e • CEILING MOUNTED ROLLER SHADE, TYP FOR (5) FIVE ROOM5 2 cB2 4 n3 RCP SCALE: 114" a 11_0" FIN. FLOOR 01-0" I' FIN_ CEILING FN. BOOR 0' —0" • r--- 1 L R>"I. 2S4E INTERIOR ELEVATION SCALE: 1/4" = 1'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -I- + + + + + + + + + + + + + + + + + + + + + + + + + FIN_ CEILING WV- 0" zik_F N. FLOOR 0_K/ r___ R ea ea Ess ea 152 RM. 254E INTERIOR ELEVATION SCALE: 1/4"► - 11-011 Alth r___ -- 0 0 0 + t + + + + + + + + + t + + + + 0 0 7 0 � 20o 00o 00° ¢0000#0004049 an qn O / / /0 4 00000 8 g0;40TD 0007.. DDQp#¢0D0.3 o000.D GD000 40a01.0•0 00°044°00°00,000°0401 4 0 a° 410 + + + + + + + + + + + + TYP. + + 0 ,. + + + + + + + + + \ -77,3g7:77o 04 004 0Qq q 40000 4OQg0Q og0ii OeadcsD e0arl / 40-3,4Q0pg8, O Q0q DDQ 4 qa C O Q4 Q 040 404 000 0a&PDa 4i ]4¢,*4-4 p OQDQODOo 081 ao4 D4 o q4 OD`j DQn 000 4[ p a4° og4au al:Pe40 aDp o4D 0004041 00 00 D0 -I- + + + + -I- + + + 1 1 1 1 1 1 1 1 1 \� a qq�" p- P'� g44Q0Dpg4p" ¢BvgO qu¢0 O0o 04 0 Doa,00Qa,Ggp4goo,00 Qo404010 }00'0°44° 4004 4°0 0° 00°840°0 q0013°0%° 04°0¢ 00,12C o°000 a00°4S l404pggqQpC.p ,p8a4 8 " 4444 9..00t Q \ o�O40 4�°o COa0°,00 °0OO at000°,0 00 °040 ¢0400 oh4400„SODaep{ 0 o0 p04opa , a0„. on_ 0, FIN_ CEILING FN. BOOR 0' —0" • r--- 1 L R>"I. 2S4E INTERIOR ELEVATION SCALE: 1/4" = 1'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -I- + + + + + + + + + + + + + + + + + + + + + + + + + FIN_ CEILING WV- 0" zik_F N. FLOOR 0_K/ r___ R ea ea Ess ea 152 RM. 254E INTERIOR ELEVATION SCALE: 1/4"► - 11-011 Alth r___ -- 0 0 + + + + + + + + + + + + +++++++++ + + + + + + + + + 1- + + + + + + + + + + + + F + + + + -F + + + 0 L — 4O-701:7077017,t,q p 0o OD0a4¢40c 44g4*004 404QC, .a.. 4n pnff 7 0 � 20o 00o 00° ¢0000#0004049 an qn O 78 0707,0 010-4°0 0-84000 40 004DQ8Dp 4 044 OQD0o CP 0 #qpq 4Dg0000a0p4C p000 0a� 4 00000 8 g0;40TD 0007.. DDQp#¢0D0.3 o000.D GD000 40a01.0•0 00°044°00°00,000°0401 4 0 a° 410 4v0 ea? o'07,0: 000000DD4¢0,; 000000 tlp 4406" DooD000- BRDi 000,00 4048Do 4 0° oe 444000[ . 24E INTERIOR ELEVATION SCALE. 1/4" = 11-011 FIN. CEILING Ell mo Rh'I. 2S3 INTERIOR ELEVATION SCALE: 1/4" a 1'-011 �p FLOOR i . L . St ;t 111fjFIN. 0 0 0 0 0 RM. 2C33 INTERIOR ELEVATION SCALE: 1/41`= 11-0" FIi+1 FLOOR FIN. FLOOR " -0" FINL CEILNc S`-0" m RM. 2c32 INTERIOR ELEVATION SCALE: 1/4" • 1'-@" AP IN. FLOOR 0'-O" FM. CEILING RM. 2S2 INTERIOR ELEVATION SCALE: 1/4" - 1'-0'1 ,._.. . L . St ;t 0 0 0 0 0 ,. 0 ii AFIN. FLOOR CY m \ -77,3g7:77o 04 004 0Qq q 40000 4OQg0Q og0ii OeadcsD e0arl 4QOp o8 Do400 4 q O q }0440 OQQ c400' Donpeoncoo • 40-3,4Q0pg8, O Q0q DDQ 4 qa C O Q4 Q 040 404 000 0a&PDa 4i ]4¢,*4-4 p OQDQODOo 081 ao4 D4 o q4 OD`j DQn 000 4[ p a4° og4au al:Pe40 aDp o4D 0004041 00 00 D0 Ai FIN. CEILING RM. 2S2 INTERIOR ELEVATION SCALE: 1/4" - 11-0'1 OO RM. 292 INTERIOR ELEVATION 610'' TV PROVE ST OtLNER 1 G SCALE: 1/4" = 11-0" 0 0 F / 1 I TYP. V RM. 2S3 INTERIOR ELEVATION SCALE: 1/4" 1'-0" PAINT NEW PLY W. i" IED OAK- VENEER PLY UJD. W/3/4"X1/211 SOLID EDGE KvSl SERIES STANDARD =5.5 KV -a-15624 AND KY-S1S572 TO CONSTURCT AN s' HIGH S5TANDARD PAINT NEL) PLY W. ■ FIN. FLOG EOM NP. INTERIOR ELEVATION INTERIOR ELEVATION SCALE: 114" = P-0" LEGEND= + + + + + + + + NOTES FRTTED CLASS, SEE BORROWED LITE SCHEDULE P1N-UP BOARD (SEE SPEC) CHALK WRIT 114S ENDARD (SEE SPEC.) 1. OUTLETS SI-4,4LL BE CEMER1ED N WOOD PANEL AS 51-101UN 2. SEE FIN15H SC-IE1DULE 3. ALL MEGI-I. A/C WALL GRILLES TO BE PAINTED A CUSTOM COLOR TO F IATCI4 ADJACENT ,MATERIAL COLOR. ARCHITECT TO SELECT CUSTOM COLORS FROM BENJAMIN t OORE COLOR SYSTEM, t7P. 4. PROVIDE FIIQE EXTNGUISHERS AND RECESSED CASINEtS AS $HOU.N. ALL COMPONENTS TO BE BY JL. INDUSTRIES INC OR EQUAL. FIRE EXTINGUISHER TO 1SE COSMOPOLITAN 1031E-11FX. CABINET TO BE STAINLESS STEEL WITH FIRE RACED TLB PROVIDE WALL MOUNTED ",FIRE EXTINC .IfSWER" SIGN. 03/14/2014, ISSUED FOR PHASE II 100% CD 4. 12/10/2012 ISSUED FOR BID 3. 11/13/2012 ISSUED FOR FINAL SEMS 2. 09/28/2012 ISSUED FOR 75% CD 1. 06/20/2012 ISSUED FOR SD ESTIMATE No. Data Revision MECHANICAL ENGINEER Santee 400 Morgan Center 101 Earl Diamond Street Butler, PA 10601-5923 (724) 477-1257 Stamp Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 Drawing Title INTERIOR ELEVATIONS (PHASE II) Scale lob No. Data 1206 03/14/2014 Rid KH Approved FXC Drawing No. A-403 666 Warburton Avenue Hastings on Hudson. NY 10700 914, 470 9077 Archlteeta Landscape Architects Interior AroI t*ets PETER GISOL F 1 ASSOCIATES DECOUSTIC PANEL, SEE SPEC. DECOUSTIC PANEL REUSED FROM EXISTING PANEL. FIN. CEILING V Ix' -5" 0 0 0 FIhL1 ► _ ► r to"dua Qo#p0 ,,,00.aQa44Qa0, L00%0000004 00 .4¢�G 03.0117 o"p¢ 44040,400, 0 00 0 pe \l -, \ \ \ \ \ qD )400014 epQ#a08t )00,00,, r 11 1 � _ o3I in 0-0.00-0-40-00! ase0PLOaO a mss�0 ao-4w-�6 0000_0.„,,L0,,,0aaRO daa• ape440040ad8¢Q¢ OOda dY ne.0 add d OO ¢ 6 doa s Oa d N a a d0 p O4#30 00 -00, ¢q"ap Ppap 0a a dYad6ddQdde ads Oa aQRRqG at OadQOpYG0CF tadqd 8PO4a pCCaa64¢4paaadOaa6OeCadaOaLdaOQ4,000"0-0°00q100d oo 8P¢-0oaa6oo d04ano O6d..a Q -vq ma uaoO e-P{F O4add80CPOdraaQOpdY p4pdp O00d4a8¢Rp a a40¢#0a400400400dasp8¢0aqoa{ad OaeQqO6pCOqaP p#AOaO4adpdd !an0 a don0,aoenQ.o aa8a oCP.aendD 0004000, D sp yC Yapa08adR4q tlpOqeaad eianadn0 d Oa 4 p a ¢ 0 Fd04Qadana6� pdYQedaOA )400%°,00°,0 oaq R c °47,0%°00,74°00c: eYQo4 an{ COMMONS INTERIOR ELEv4T ION SCALE: 1/4" = I' -0'I • COMMONS INTERIOR ELEVATION SCALE: 1 /4" R I F-0" TYP. EXISTING ACCESS DOOR TO RECEIVE NEW PAINT. COLOR To TBD. LEGEND: PAINTED GYP. BD (SEE DETAIL 6/A-600) I ASS FR TTED GLASS, SEE XD LITE SCHEDULE PIN-UP WARP (SEE SPEC) 0 / + + + t+t + + + a + CHALK WRITING BOARD (SEE SPEC) p pd ad4 d¢paaoep0 Oc 0 0 4000 00_0 CC' 3..p OnAaenadL 420 00 0 • a.g�0,,aFP0¢eaapa00ap4ao.0000+00a°ae0 0 0 0a# Qo4oa44pQ400ac 404n4% a0x004a On.#envx d8-.-ot44.ae., d¢o 4°0G.a n¢ pn,04n _00 / I f AREA NOT PART OF PHASE 2 COMMONS INTERIOR ELEYAT ION COMMONS INTERIOR ELEVATION 1. SCALE: 1/4" = I'-0" SCALE: 1/4" • I' -O' OUTLETS SHALL BE CENTERED IN WOOD PANEL AS SI -10U4 FIN. CEILING 9 es FIN. H- 0 0 0 0 0 7;n77737077 P44d a4#¢¢¢G 0„0_0°00n040,,00! c op Pp4 aQ`+7d74ap4¢Y1q oeOpa4 440 Q ¢¢ ga00°.9 Aage444d40 8p °A04P0¢c°pp to"dua Qo#p0 ,,,00.aQa44Qa0, L00%0000004 00 .4¢�G 03.0117 o"p¢ 44040,400, 0 00 0 pe 2. SEE FINISH SCHEDULE 3. ALL t'ECI-I_ A/C WALL GRILLES TO BE PAINTED A CUSTOM COLOR TO MATCH ADJACENT MATERIAL COLOR ARCHITECT TO SELECT CUSTOM COLORS FROM BENJ"1N MOORE COLOR SYSTEM, TYR 4, PROVIDE FIRE EXTINGUISHERS AND RECESSED CABINETS AS SHOWN. ALL COMPONENTS TO BE BY JL. INDUSTRIES INC_ OR EQUAL. FIRE EXTINGUISHER TO BE COSMOPOLITAN 1031E-11FX. CABINET TO BE STAINLESS STEEL WITH FIRE RATED ma PROVIDE WALL MOUNTED "FIRE EXTING .IISHER° SIGN. C+ UIET STUDY INTERIOR ELEVATION SCALE: 1/4" = I'-O'I 4. 3. PHASE I (N.I.C) F1 -1,45E I I 1. No. 03/14/8014, 12/10/2012 11/13/2012 06/20/2012 Date ISSUED FOR PHASE II 100% CD ISSUED FOR HID ISSUED FOR FINAL Slew ISSUED FOR SD ESTIMATE Revision FIN. CEILING s-831 MECHANICAL ENGINEER Stented 400 Morgan Center 101 Earl Diamond Street Butler, PA 10601-5923 (724) 477-1257 Stamp FIN. FL EXISTING RADIATOR 10 REMAIN Q UIET STUDY INTERIOR ELEVATION SCALE: 1141" = I'-0" P1 -1,45E I I PI-1,45E I (N.I.C) Project Title CLARK HALL LEARNING FACILITY CORNELL UNIVERSITY 142 Sciences Drive Ithaca, New York 14853 J r--- APPLY 130ND0 TO FILL ALL HOLES I GRIND SMOOTH FOR NEW PANT. Drawing Title T YP INTERIOR ELEVATIONS EXIST DOOR TO REMAIN AND REPAINT FIRE !EXTINGUISHER EXIST WINDOWS TO REMAIN. 666 Warburton Avenue HeaUnge on Hudson. NY 10700 914, 470 9077 Drawing No. A-402 Archlteeta Laadreaps Arehitecta InleTior AroI theta Q UIET STUDY INTERIOR ELEVATION SCALE: V4" = 1'-O" aI S 0 L F I A S A T E S / / ( / / / / / 0 / / / / / #5 \l -, \ \ \ \ \ qD )400014 epQ#a08t )00,00,, INTERIOR ELEVATIONS EXIST DOOR TO REMAIN AND REPAINT FIRE !EXTINGUISHER EXIST WINDOWS TO REMAIN. 666 Warburton Avenue HeaUnge on Hudson. NY 10700 914, 470 9077 Drawing No. A-402 Archlteeta Laadreaps Arehitecta InleTior AroI theta Q UIET STUDY INTERIOR ELEVATION SCALE: V4" = 1'-O" aI S 0 L F I A S A T E S