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Home My WebLink AboutZBEN-25-3 Packet11/26/25,1:08 PM about:blank TOWN OF ITHACA 215 N.Tioga Street,Ithaca,N.Y.14850 www.townithacany.gov Zoning Board of Appeals Phone (607)273-1783 codes@townithacany.gov The purpose of this letter is to provide a formal notification to Matthew Leak,of the result from the Zoning Board of Appeals meeting regarding your va ria nce(s)request.If the variance(s)were granted,you may use this letter to proceed with the Building Permit and/or Planning Board process. Once the meeting minutes are finalized,you will receive notification and receive a copy via email. Property Address:341 Power Plant Way Tax Parcel(s):24.-3-2.1 Property Owner(s):Cayuga Medical Center Meeting Date:11/25/2025 Type of Variance:Ithaca Energy Code Result:Granted Conditions: The project shall be built as substantially as shown on the documents provided to the Zoning Board of about:blank 1/2 11/26/25,1:08 PM about:blank Appeals at their 11/25/25 meeting. about:blank 2/2 ithaca journal Public Notices Originally published at ithacajournal.com on 11/19/2025 Town of Ithaca Notice of Public Hearing Zoning Board of Appeals Tuesday,November 25,2025 @ 6:00 p.m. 215 N.Tioga St. ZBEN-25-3 Appeal of Cayuga Medical Center,owner of 341 Power Plant Way,Ithaca NY 14850;Matthew Leak,Agent:is seeking relief from Town of Ithaca Code section 144-4 (Commercial Building Provisions).Town of Ithaca Code section 144-C402.1 requires a building to comply with the Ithaca Energy Code in a prescriptive/performance manner, where the applicant is proposing to acquire eight prescriptive points,where twelve prescriptive points are required per section 144-C401 of Town of Ithaca Code,for construction of a new commercial building.The property is located in the Office Park Commercial Zone, Tax Parcel No.24.-3-2.1. ZBAA-25-24 Appeal of New York State Electric and Gas,owners of 522 Elm St.Ext., Ithaca NY 14850;Mary Steblein,Agent;are seeking relief from Town of Ithaca Code sections 270-70 (Height limitations)and 270-223 (Fences and walls;retaining walls).Town of Ithaca Code section 270-70 limits structures to a maximum height of 30’,where the applicant is proposing two pole type structures that exceed the maximum height as identified.Town of Ithaca Code section 270-223 requires that fencing be a maximum height of 6 feet and fencing is prohibited to cause injury upon human contact,where the applicant is proposing to exceed a fence height of 6’and propose elements of the fence that would cause human injury upon contact.The property is located in the Medium- Density Residential Zone,Tax Parcel No.29.-6-11. ZBAA-25-25 Appeal Ithaca College,Owner of 953 Danby Rd.,Ithaca NY,14850;Nikki Kelley,Agent:is seeking relief from Town of Ithaca Code section 270-254 (Residential and Conservation Zones).Town of Ithaca Code section 270-254E(6)limits signs to 100 square feet of aggregate area,and limits one sign to 50 square feet where the signs are located at least 500’from a public right-of-way and limits the aggregate sign area to 32 sq.ft,with no one sign being more than 24 sq.ft when the sign is closer than 500’to a public right-of- way,where the applicant is proposing to exceed the aggregate sign area and exceed the maximum size allowed for a single sign.The property is currently located in the Medium- Density Residential District Zone,Tax Parcel Number:41.-1-30.2 ZBAA-25-26 Appeal Ithaca College,Owner of 127 Conservatory Dr.Ithaca NY,14850; Nikki Kelley,Agent:is seeking relief from Town of Ithaca Code section 270-254 (Residential and Conservation Zones).Town of Ithaca Code section 270-254E(6)limits signs to 100 square feet of aggregate area,and limits one sign to 50 square feet where the signs are located at least 500’from a public right-of-way and limits the aggregate sign area to 32 sq.ft,with no one sign being more than 24 sq.ft when the sign is closer than 500’to a public right-of-way,where the applicant is proposing to exceed the aggregate sign area and exceed the maximum size allowed for a single sign.The property is currently located in the Medium-Density Residential District Zone,Tax Parcel Number: 41.-1-30.2 For public convenience,the meeting can be attended virtually via the ZOOM platform. Comments on the appeal(s)can be made in person or via the ZOOM platform during the meeting.You can also email comments or questions up until 3pm the day of the meeting to Codes@townithacany.gov.All comments become part of the official record. Links to the full materials and ZOOM are available on the Town’s website, www.townithacany.gov under “Public Meetings”. HOW TO ACCESS ZOOM: Virtually -Go to www.zoom.us -Click Join Meeting -enter Meeting ID 852-5587-1576 - the Host will let you in.By Phone -Call (929)436-2866 -You will be prompted to enter the Meeting ID:852-5587-1576 -the Host will let you in. Marty Moseley,Director of Code Enforcement November 19,2025 11843369 11/17/25,2:14 PM ZBEN-25-3 Town of Ithaca November 17,2025 ZBEN-25-3 Zoning Board of Appeals Energy Code Variance Application Status:Active Submitted On:10/9/2025 Primary Location 341 Power Plant Way Unit Cayuga Medical Center Generator Building Ithaca,NY 14850 Owner Cayuga Medical Center 101 Harris B Dates Dr Ithaca,NY 14850 Applicant Matthew Leak 315-227-2546 @ mattleak@dwyerarch.com 110 W Fayette Street,Suite"225 Syracuse,NY 13202 Internal Only-Review A Tax Parcel No. 24.-3-2.1 Is Engineering Dept.Approval Required? A Type of Variance Ithaca Energy Code Is Planning Dept.Approval Required? Yes A Is a GML-239 Review Required? Yes A Appearance Date for Variance 11/25/2025 Internal Tasks to be Completed A Meeting Result (First Appearance) Public Hearing Notice Was Sent 11/13/2025 A Date Sign Was Picked-up A Materials For GML-239 Were Sent 10/16/2025 A Neighbor Notification Letters Were Sent 11/17/2025 A Material Packets Sent to ZBA Members 11/17/2025 https://ithacany.workflow.opengov.eom/#/explore/records/39075/details 1/8 11/17/25,2:14 PM ZBEN-25-3 Applicant's Information Applicant is*Is the primary point of contact for application different than the applicant?*Architect No If the applicant is NOT the owner,a letter/email from owner designating the applicant as agent or a copy of the contract with owner's signature will need to be provided. Description Brief Description of Variance Request* Relief from the requirement to earn 12 points in the Energy Code Compliance Checklist for the new Generator Building project.8 points are proposed. Energy Variance Criteria Form 1.Whether the benefits sought by the applicant can be achieved by some method,feasible for the applicant to pursue,other than a variance;* No Reasons: The options available to recieve points are limited based on the type of building that is being constructed.This Utility building contains no residential or commercial spaces, has no employees,has no service water heating,has no commercial cooking equipment,and has no plumbing facilities,offices,or regularly occupied spaces. https://ithacany.workflow.opengov.eom/#/explore/records/39075/details 2/8 11/17/25,2:14 PM ZBEN-25-3 2.Has the applicant proposed to implement other energy or construction options,in place of the standard or requirement that is the subject of the variance request,that will result in the least amount practicable of additional greenhouse gas emissions?* Yes Reasons: The building will be kept at the minimum temperatures required to protect the installed equipment.Per BCNYS 2020,paragraph 1203.1,exception 2,Utility occupancies are not required to comply with minimum temperature requirements.All proposed heating and cooling equipment is electrified.There are no fossil fuels directly used for heating or cooling in this building. 3.Will the variance request result in a substantial amount of greenhouse gas emissions if the request is granted?* No Reasons: All proposed heating and cooling equipment is electrified.There are no fossil fuels dirctly used for heating or cooling in this building. 4.Is the variance request unique to the building,project,or site and does not apply to a substantial portion of the neighborhood or community?* Yes Reasons: This variance is applicabe to the new generator building only. https://ithacany.workflow.opengov.eom/#/explore/records/39075/details 3/8 11/17/25,2:14 PM ZBEN-25-3 5.Is the requested variance the minimum necessary?* Yes Reasons: We are proposing 8 out of 12 require points.This project is funded by a FEMA grant, and the project construction cost is limited to the amount of said grant.We have designed the building,using the Energy Code checklist downloaded from the Town website,to fit within the budget established by this grant.Additional costs associated with incorporating biomass heating,renewable energy systems,electric vehicle parking spaces,will increase the overall cost of the project beyond the grant amount. Other points listed are not applicable to this project (electrified commercial kitchen equipment,heat pumps for water service heating,smaller building/room size,adaptive re-use). 6.Is the alleged difficulty self-created? No Reasons: The budget for this project is fixed.Additional points available will increase the cost of the project beyond the grant amount. Affidavit The UNDERSIGNED respectfully submit this application requesting an appearance before the Zoning Board of Appeals.By filing this application,I grant permission for members of The Town of Ithaca Zoning Board of Appeals or Town staff to enter my property for any inspection(s) necessary that are in connection with my application.I acknowledge,that completed applications are scheduled on a first-come first-serve basis and that all documents ideally be submitted forty- five (45)days advance of the proposed meeting date,together with the required application fee. Failure to do so may result in a delay in my hearing. https://ithacany.workflow.opengov.eom/#/explore/records/39075/details 4/8 11/17/25,2:14 PM ZBEN-25-3 Digital Signature* O Matthew Leak Oct 8,2025 PAYMENT INFORMATION After submission,Code Department Administration will review the application and materials provided.After review,and email with instructions for paying the fee online with credit card or E-check will be sent to the applicant. If it is preferred to pay by check,cash or money order: *Mail to Code Enforcement,Town Hall 215 N.Tioga St,Ithaca,NY 14850 *Drop off during business hours to Town Hall M-F 8-4 *Place in locked box next to the door on the Buffalo St side of Town Hall Attachments Determination/Denial Letter Code_Dept._Review_DEV-24-15_Thu_Jan_16_2025_11-38-01.pdf Uploaded by Matthew Leak on Oct 8,2025 at 10:20 AM Narrative 251008_Energy Code Variance Letter.pdf Uploaded by Matthew Leak on Oct 9,2025 at 2:58 PM Survey and/or Plans 24-054 CMC Emergency GeneratorJSSUED FOR PERMIT DRAWINGS.pdf Uploaded by Matthew Leak on Oct 9,2025 at 7:46 AM Environmental Assessment Form required 20250404 CMC Generator-Pharmacy Projects -SEAF FORM_R3.pdf Uploaded by Matthew Leak on Oct 9,2025 at 7:44 AM Letter or Email of Authorization (j 24-054 B101-2017 09-06-24 Signed Contract REDACTED.pdf Uploaded by Matthew Leak on Oct 9,2025 at 7:43 AM CMC Generator Building Energy Code Variance GML 239 Letter 10.16.2025.pdf CMC Generator Building Energy Code Variance GML 239 Letter 10.16.2025.pdf Uploaded by Lori Kofoid on Oct 17,2025 at 2:12 PM https://ithacany.workflow.opengov.eom/#/explore/records/39075/details 5/8 nys certified woman-owned business enterprise // dwyerarch.com October 8, 2025 Zoning Board of Appeals Town of Ithaca 215 N. Tioga Street Ithaca, NY 14850 RE: DEV-24-15 CMC Generator Building – Variance for Relief from Energy Code Compliance Checklist Points Requirement Dear Zoning Board of Appeals: Cayuga Medical Center is proposing to construct a new building to house new emergency generators and their associated electrical infrastructure. This proposed building is being designed as a Utility (U) use group, pursuant to BCNYS 2020, Chapter 3, §312.1. This building will have no regular occupants and has no offices or restroom facilities and is not intended to support any additional employees other than those currently working for the hospital. The building will be kept at the minimum temperature required to keep the equipment and services housed within, from freezing and from other temperature-related damage. Pursuant to BCNYS 2020, Chapter 12, §1203.1, exceptions 1 and 2, the primary purpose of the spaces is not associated with human comfort, and it is a Utility (U) occupancy. The ECS Compliance Checklist v2.1, provided by the Town, indicates that all projects must earn a minimum of 12 points. The submitted checklist shows this project earning 8 points, which is 4 points less than the required minimum of 12. The Owner is seeking a variance from the Town for relief from the 12 points required. Below is a summary of points available, and the points sought in the Checklist: EFFICIENT ELECTRIFICATION  EE1 - Heat pumps for space heating – 4-6 points available • This project is using air source heat pumps for the switchgear room. • 4 points are proposed for this improvement.  EE2 - Heat pumps for service water heating – 2 points available • This project will not have any service water heating. There is no potable water supply or sanitary sewerage associated with the project. • These points cannot be proposed or awarded.  EE3 – Commercial cooking electrification – 6 points available • This project will not have any commercial cooking equipment. • These points cannot be proposed or awarded. AFFORDABILITY IMPROVEMENTS  AI1 – Smaller building/Room size – 1-2 points available • This project is not a Hotel or Residential. • These points cannot be proposed or awarded.  AI2 – Heating systems in heated space – 1 point available • This project will have heating systems in directly heated spaces. • 1 point is proposed for this improvement. d dwyer architectural design done differently 85 Allen Street,Suite 310 Rochester,NY 14608 585.461.4771 110 W Fayette Street,Suite 225 Syracuse,NY 13202 315.473.1800 Project No. 25-000 Project Name dwyer architectural // dwyerarch.com Page 2 of 4  AI3 – Efficient Building Shape – 1 point available • The exterior surface area divided by the directly heated floor area is less than the maximum allowed value. • 1 point is proposed for this improvement.  AI4 – Right Lighting – 1 point available • The total connected interior lighting power is not greater than the interior lighting power allowance. • 1 point is proposed for this improvement.  AI5 – Modest Window-To-Wall Ratio • The vertical fenestration area, not including opaque doors and opaque spandrel panels, is not greater than 20 percent of the gross above-grade wall area. There is no vertical fenestration in the building. • 1 point is proposed for this improvement. RENEWABLE ENERGY  RE1 – Renewable Energy Systems • Up to 6 points for on-site or off-site renewable energy systems • There is no renewable energy system proposed as part of this project. Providing renewable energy systems would increase the cost of the project beyond the grant funds available. • There are no points proposed for Renewable Energy Systems.  RE2 – Biomass Systems • 3 points for biomass space heating systems • There is no biomass heating system proposed for this building. A biomass heating system would not be appropriate for this type of building as it does not support the necessary resiliency required for a building of this use. Biomass heating systems would require an enclosed area for fuel storage, and constant monitoring to ensure continued operation. Interruptions in fuel deliveries that affect the heating system could be detrimental to the installed equipment. Biomass heating systems would increase the cost of the project beyond the grant funds available. • There are no points proposed for Biomass Systems. OTHER POINTS  OP1 - Development Density • Up to 3 points may be earned. • The area of the site is too great for this calculation to apply. • There are no points proposed for Development Density.  OP2 - Walkability • One point Is available for this category. • This point is not being sought; however, the building is directly adjacent to Cayuga Medical Center. This hospital has a cafeteria, daycare, medical offices, pharmacy, and chapel. • There are no points proposed for Walkability.  OP3 – Electric Vehicle Parking • Two points are available for this category. • Based on the calculations, one EV parking space would be required to achieve this point. The construction of this building will not add any additional employees. There are currently two existing EV parking spaces within 0.25 miles of the building. • Providing EV parking spaces would increase the cost of the project beyond the grant funds available. Project No. 25-000 Project Name dwyer architectural // dwyerarch.com Page 3 of 4 • There are no points proposed for EV parking spaces.  OP4 – Adaptive Re-Use • One point is available for this category. • There is no substantial re-purpose of an existing building as part of this project. • This point cannot be proposed or awarded.  OP5 – Meet NY Stretch Code • One point is available for this category. • This project does not currently meet the NY Stretch Code. Implementing additional measures to meet the Stretch Code will increase the cost of the project beyond the grant amount. • There are no points proposed for this category.  OP6 – Custom Energy Improvement • Two points are available for this category. • The wintertime space temperature will be set at 50 degrees as a custom improvement. This will have significant energy savings over a traditional 68 degree set point. This is allowable per BCNYS 2020, Chapter 12, §1203.1, exceptions 1 and 2. • 1 additional point is proposed for this improvement, though this is not indicated on the previously submitted checklist. We believe reasonable efforts have been made to design the building to comply with the Town energy code supplement. The Owner is requesting relief from the required minimum point threshold. Sincerely, Matt Leak Associate Principal DEPARTMENT OF CODE ENFORCEMENT 215 N. Tioga St 14850 607.273.1783 codes@townithacany.gov RE: Code Dpt. Review of DEV-24-15 CMC Generator Building 101 Harris B. Dates Dr. From: Town of Ithaca Code Enforcement Department Dear Planning Department, Please see the below comments and questions pertaining to application DEV-24-15: 1. FIG1 appears to be the topographic site plan submittal. Mapped streams, as identified on the Town of Ithaca Stream Setback Map, are identified on this parcel and are required to be identified in accordance with section 270-219.5 D.14. The plan is required to have the stream setback delineation identified and the following language on the plan: Town of Ithaca zoning provisions regarding stream setbacks, and that restrictions and setbacks on development, soil disturbance, vegetation removal and other activities apply 2. The fire apparatus access plan does not appear to be provided. Please submit a fire apparatus access plan showing the Ithaca Fire Department auto turn path. 3. Please provide a location of the closest fire hydrant with distances measured to and around the proposed building to verify compliance with 507.5.1 (NYSFC 2020). Based on scaling the maps, the distance appears to exceed 400’, as noted in the code section above. 4. Please provide the fire flow calculation with the method utilized to verify compliance with section 507.1 (NYSFC 2020). 5. The proposed building will be located in the Office Park Commercial Zone. 6. Due to the proposed building not including water fixtures, measurements will need to be provided to show that the building is in compliance with section 403.3 of the NYS Plumbing Code (2020). Additionally, a calculation will need to be provided to confirm that the current facility can accommodate the additional occupancy, based on the current configuration and number of fixtures. Per table 403.1, of the NYS Plumbing Code (2020), a service sink and drinking fountain is required to be provided in addition to the “toilet facilities”. a. The drawings provided appear to identify a “water service” room, but the narrative indicates that a water service is not being provided. Is the water service room only for the fire sprinkler system? 7. The Ithaca energy code checklist provided was not the most updated form, currently you need to obtain 12 points for a project. Please provide an updated energy code checklist, which can be downloaded at the following link: ECS-Compliance-Checklists-v2.1.pdf 8. As a side note the standards referenced below are incorrect and should be corrected as follows: a. The ADA standard referenced as the 2010 edition is not the correct standard for accessible design. The correct standard that is referred to by the 2020 NYS Building Code is the ICCA-117.1-2009. TOWN OF ITHACA NEW YORK b. The 2010 edition of NFPA 13 Standard for the Installation of Sprinkler Systems. This standard should be NFPA-13-2016 c. The 2011 edition of NFPA 70 National Electric Code. This standard should be NFPA- 70-2017 d. The 2010 edition of NFPA 72 National Fire Alarm Code. This standard should be NFPA-72-2016 e. The 2012 edition of NFPA 99 Health Care Facilities Code. This standard should be NFPA-99-2018 f. The 2012 edition of NFPA 101 Life Safety Code. This standard should be NFPA-101- 2018 g. The 2010 edition of NFPA 110 Standards for Emergency and Standby Power h. Systems. This standard should be NFPA-110-2016 i. Town of Ithaca version of the Energy Code Supplement, v1.0 September 2021. The Ithaca Energy Code was updated in 2023 as identified in section 144-C404.1A in chapter 144 of the Town of Ithaca Code. 9. Please identify where the Fire Department Connection is located, as it is unclear in the plans provided. 10. Please confirm if offices or office area will be utilized in this building. 11. Please confirm where an exterior fuel shutoff would be located for firefighting capabilities. 12. Sheet A-001 seems to indicate that there will be a double door in the southeast corner of the building and does not identify the door and exterior stairs in the northeast corner of the building. Other plan sheets do not show a double door in the southeast corner of the building and do show the a door in the north east corner of the building with a set of stairs. 11/17/25,2:12 PM Approval Step:Planning Approval (Planning Department) Town of Ithaca November 17,2025 Planning Approval (Planning Department) Record No.ZBEN-25-3 Status Completed Assignee C.J.Randall Became Active October 14,2025 Due Date October 24,2025 Primary Location 341 Power Plant Way Unit Cayuga Medical Center Generator Building Ithaca,NY 14850 Owner Cayuga Medical Center 101 Harris B Dates Dr Ithaca,NY 14850 Applicant X Matthew Leak 315-227-2546 @ mattleak@dwyerarch.com A HO W Fayette Street,Suite 225 Syracuse,NY 13202 Messages C.J.Randall October 23,2025 at 4:55 pm Structure is a portion of Cayuga Medical Center,designated as a critical facility;it is a 24-hour primary emergency receiving hospital and an acute¬ care medical center housing 212 beds;a morgue capacity of eight;and two Behavioral Services units,according to the Tompkins County Hazard Mitigation Plan (2021 Update).The project enhances resilience in response to the health impacts of emergencies and disasters. https://ithacany.workflow.opengov.eom/#/explore/records/39075/193260 1/2 11/17/25,2:12 PM Approval Step:Planning Approval (Planning Department) Step Activity Lori Kofoid added this record step C.J.Randall changed the deadline to Oct 24, 2025 on approval step Planning Approval (Planning Department) C.J.Randall approved this step 10/14/2025 at 3:28 pm 10/17/2025 at 1:07 pm 10/23/2025 at 4:56 pm https://ithacany.workflow.opengov.eom/#/explore/records/39075/193260 2/2 COMMISSIONER Katherine Borgella DEPUTY COMMISSIONER M. Megan McDonald 121 E. Court St, Ithaca, N.Y. 14850 | Phone: (607) 274-5560 | tompkinscountyny.gov/planning Creating and implementing plans that position Tompkins County communities to thrive. October 16, 2025 Lori Kofoid, Administrative Assistant IV Town of Ithaca 215 North Tioga St. Ithaca, NY 14850 Re: Review Pursuant to §239 -l, -m and -n of New York State General Municipal Law Proposed Action: Energy Code Variance for proposed CMC Generator Building located at 341 Power Plant Way, Tax Parcel #24.-3-2.1, Cayuga Medical Center, Owner; Matthew Leak, Applicant. Dear Lori Kofoid: This letter acknowledges your referral of the proposed action identified above for review by the Tompkins County Department of Planning and Sustainability pursuant to §239 -l, -m and -n of the New York State General Municipal Law. We have determined the proposed action will have no significant county-wide or inter-community impact. We look forward to receiving notification on the final action taken by your municipality within 30 days of decision, as required by State law. Sincerely, Megan McDonald, AICP Deputy Commissioner of Planning and Sustainability ®Department of Planning & Sustainability SITE LOCATION MAP Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 8 / 2 0 2 5 3 : 2 3 : 3 0 P M Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 COVER COVER SHEET 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 Cayuga Medical Center ISSUED FOR PERMIT DRAWING LIST P-1022 00-GENERAL COVER COVER SHEET G-001 GENERAL NOTES, ABBREVIATIONS, & SYMBOLS G-002 CODE ANALYSIS AND CODE COMPLIANCE NOTES 01-STRUCTURAL S-001 GENERAL NOTES S-101 FIRST FLOOR/FOUNDATION PLAN S-102 ROOF FRAMING PLAN S-301 FOUNDATION SECTIONS & DETAILS S-311 FRAMING SECTIONS & DETAILS S-501 COLUMN SCHEDULE 02-CIVIL C-100 CIVIL GENERAL NOTES AND LEGEND C-101 EXISTING SITE CONDITIONS C-102 UTILITY DEMOLITION PLAN C-201 SITE LAYOUT PLAN C-202 SITE UTILITY PLAN C-203 GRADING AND DRAINAGE PLAN C-204 EROSION & SEDIMENT CONTROL PLAN C-205 WATER PLAN & PROFILE C-206 BIORENTENTON FILTER PLANTING PLAN C-207 FIRE APPERATUS ACCESS PLAN C-301 DETAILS C-302 DETAILS C-303 DETAILS C-304 DETAILS 03-ARCHITECTURAL A-101 FLOOR AND ROOF PLANS A-102 PARTIAL HOSPITAL BASEMENT PLANS AND DETAILS A-201 EXTERIOR ELEVATIONS A-202 BUILDING MATERIALS AND ENERGY CODE SUMMARY A-301 BUILDING SECTIONS A-311 WALL SECTIONS A-501 PLAN, ROOF & STAIR DETAILS A-511 SECTION DETAILS A-601 DOOR AND FRAME TYPES, SCHEDULE & ROOM FINISH SCHEDULE 06-FIRE PROTECTION FP-001 FIRST FLOOR PLAN, GENERAL NOTES AND SYMBOLS FP-500 DETAILS FP-100 PARTIAL BASEMENT PLAN - FIRE PROTECTION 07-PLUMBING PD-102 PARTIAL BASEMENT PLAN - PLUMBING DEMOLITION P-001 GENERAL NOTES AND SYMBOLS P-101 FIRST FLOOR PLAN P-102 PARTIAL BASEMENT PLAN - PLUMBING 08-FUEL OIL FO-001 GENERAL NOTES AND SYMBOLS FO-101 FIRST FLOOR PLAN, DIAGRAM AND PARTIAL BASEMENT PLAN 09-MECHANICAL M-001 GENERAL NOTES, SYMBOLS AND SCHEDULES M-100 GENERATOR BUILDING - FIRST FLOOR PLAN M-101 GENERATOR BUILDING - ROOF PLAN M-102 PARTIAL BASEMENT PLAN - MECHANICAL M-501 DETAILS M-601 CONTROLS DIAGRAMS MD-102 PARTIAL BASEMENT PLAN - MECHANICAL REMOVALS 10-ELECTRICAL E-001 ELECTRICAL SYMBOLS LIST E-002 ELECTRICAL GENERAL INFORMATION SHEET E-003 PHASING PLAN, SEQUENCE OF OPERATIONS AND ATS PRIORITY SCHEDULE ES-100 ELECTRICAL SITE PLAN ED-100 PARTIAL BASEMENT PLAN - ELECTRICAL REMOVALS E-100 GENERATOR BUILDING - POWER AND SYSTEMS E-101 ROOF PLAN - ELECTRICAL E-102 PARTIAL BASEMENT PLAN - POWER AND SYSTEMS E-103 OVERALL FLOOR PLANS E-200 GENERATOR BUILDING - LIGHTING E-201 PARTIAL BASEMENT PLAN - LIGHTING E-500 DETAILS E-501 FIRE ALARM RISER E-600 PARTIAL POWER ONE LINE DIAGRAM - EXISTING SYSTEM E-601 POWER ONE LINE DIAGRAM - TEMPORARY POWER E-602 POWER ONE LINE DIAGRAM - REMOVALS E-603 POWER ONE LINE DIAGRAM - NEW WORK E-604 GENERATOR PLANT CONTROL/SIGNAL RISER DIAGRAM E-700 SCHEDULES MEP-001 MECHANICAL EQUIPMENT AND CONTROL SCHEDULE ISSUED FOR PERMIT No. Description Date dw J II re Tl.RAI — — — 1 — GENERAL NOTES G.1. IT IS THE INTENT OF THESE DRAWINGS TO DESCRIBE A COMPLETE PROJECT WHICH ALL CONTRACTORS PROPOSE TO CONSTRUCT BY PROVIDING ALL LABOR, MATERIALS, AND TOOLS AND PERFORMING ALL WORK NECESSARY OR INCIDENTAL TO THE CONSTRUCTION IN FULL COMPLIANCE WITH THESE DOCUMENTS AND ALL APPLICABLE BUILDING CODES AND LOCAL REGULATIONS. G.2. ALL CONTRACTORS SHALL GUARANTEE ALL WORK AGAINST DEFECTS RESULTING FROM THE USE OF INFERIOR MATERIALS, EQUIPMENT, OR WORKMANSHIP FOR A PERIOD OF (1) ONE YEAR FROM THE DATE OF FINAL COMPLETION AS DETERMINED BY THE RECEIPT OF A CERTIFICATE OF OCCUPANCY AND/OR ACCEPTANCE OF THE FINAL PUNCH LIST AS DETERMINED BY THE ARCHITECT. G.3. THE GENERAL CONTRACTOR AND EACH OF HIS/HER SUBCONTRACTORS SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION DOCUMENTS COMPLIANCE WITH THE APPLICABLE CODES. SHOULD THE CONTRACTOR OR ANY OF HIS/HER SUBCONTRACTORS OBSERVER OR BE INFORMED OF ANY NON-CONFORMITY, THEY SHALL PROMPTLY REPORT TO THE ARCHITECT IN THE FORM OF A REQUEST FOR INFORMATION. G.4. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS USED IN THE CONSTRUCTION SHALL BE NEW, FREE FROM DEFECTS, AND OF THE HIGHEST QUALITY OF ITS KIND, AND SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE OWNER AND/OR ARCHITECT PRIOR TO INSTALLATION. G.5. SHOULD ANY MATERIAL OR WORKMANSHIP BE FOUND TO BE DEFECTIVE, SUCH MATERIAL OR WORKMANSHIP SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THEIR OWN EXPENSE. G.6. ALL JOINTS AND OPENINGS IN BUILDING ENVELOPE SYSTEMS, INCLUDING THOSE BETWEEN WALLS AND FLOORS OR FOUNDATIONS, AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALLS AND ROOF/CEILINGS, AND UTILITY AND SERVICE PENETRATIONS, AND BETWEEN DISSIMILAR MATERIALS SHALL BE CAULKED, GASKETED, SEALED OR WEATHER STRIPPED AS REQUIRED, WHETHER SHOWN IN THESE DOCUMENTS OR NOT. G.7. DO NOT SCALE DRAWINGS FOR ANY REASON. IF A DISCREPANCY APPEARS IN THE WRITTEN DIMENSIONS CONTACT THE ARCHITECT FOR CLARIFICATION. G.8. ALL CONTRACTORS SHALL INSTALL ALL MATERIALS PER THE MANUFACTURERS RECOMMENDATIONS SO AS NOT TO VOID ANY GUARANTEES, WARRANTIES, OR TO HINDER THE PERFORMANCE OF ANY INSTALLED SYSTEM. G.9. SAFETY AND CARE DURING CONSTRUCTION AND COMPLIANCE WITH ALL (OSHA) RELATED SAFETY REGULATIONS IS THE RESPONSIBILITY OF THE ALL CONTRACTORS AND HIS/HER SUB-CONTRACTORS. G.10. ALL CONTRACTORS SHALL BE RESPONSIBLE TO KEEP THE JOB-SITE CLEAN AND FREE OF CONSTRUCTION DEBRIS. DUMPSTERS AND TRASH CONTAINERS SHALL BE EMPTIED IN A TIMELY MANNER TO ELIMINATE OVERFLOW OF CONTAINERS. G.11. ALL CONTRACTORS SHALL BE RESPONSIBLE TO PROTECT ALL EXISTING PROPERTY OF THE OWNER AND TO STORE ALL EQUIPMENT, FURNITURE, APPLIANCES, ETC. NOTED TO BE USED. G.12. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DAMAGE TO LIFE AND PROPERTY DUE TO THEIR OPERATIONS AND SHALL HOLD HARMLESS THE OWNER AND ARCHITECT FROM ALL SUITS, ACTIONS, DAMAGES, AND COSTS FROM THE WORK OF THEIR CONTRACT. G.13. ALL CONTRACTORS SHALL FURNISH PROOF OF WORKMAN'S COMPENSATION, PUBLIC LIABILITY, AND PROPERTY DAMAGE INSURANCE IN AMOUNTS STATED IN THE PROJECT MANUAL. G.14. ALL CONTRACTORS ARE RESPONSIBLE TO VERIFY ALL SITE, FIELD, AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, CONFER WITH ARCHITECT/ENGINEER FOR RESOLUTION. G.15. WHERE EXISTING CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED, AND/OR DISTURBED FOR INSTALLATION OF NEW WORK CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES, RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREA. ALL ABANDONED OPENINGS (E.G., DUCT/PIPE REMOVALS, ETC.) AT WALLS, ROOF, OR FLOOR TO BE INFILLED WITH PERMANENT CONSTRUCTION G.16. NOTED EXISTING AND NEW SURFACE ARE TO BE PREPARED TO RECEIVE NEW FINISHES. INCLUDING FINISH PATCHING OF NEW AND EXISTING HOLES, VOIDS, CRACKS, CLEANING OF SURFACES PER MANUFACTURER’S INSTRUCTIONS. G.17. WHERE REMOVAL OF EXISTING CONSTRUCTION RESULTS IN DEPRESSIONS AND/OR UNEVEN FLOOR CONDITIONS, PATCH, LEVEL, AND FEATHER AREAS AS REQUIRED TO PROVIDE UNIFORMITY OF NEW FLOORING. G.18. CONTRACTOR SHALL OBTAIN FROM OWNER ALL REQUIREMENTS FOR INSTALLATION OF OWNER PROVIDED EQUIPMENT INCLUDING ROUGHING DIAGRAMS, INSTALLATION INSTRUCTIONS, ELECTRICAL SCHEMATICS, TEMPLATES, LAYOUTS, AND DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER, WELL-COORDINATED INSTALLATION. PRIOR TO ROUGH-IN OF SERVICES CONFER WITH OWNER EXACT LOCATION OF ALL ITEMS. G.19. CONTRACTOR IS TO COORDINATE WITH ARCHITECT AND OWNER THE EXACT LOCATION OF NEW OR RELOCATED ITEMS. G.20. ALL EXISTING MEANS OF FIRE PROTECTION, INCLUDING BUT NOT LIMITED TO SPRAY ON FIRE PROOFING, RATED WALL ASSEMBLIES, PENETRATION AND JOINT FIRE STOPPING DISTURBED, AFFECTED, OR DAMAGED DUE TO CONSTRUCTION ACTIVITIES, SHALL BE REPAIRED TO MAINTAIN FIRE RATING PROTECTION. G.21. WORK SHALL NOT INTERFERE WITH LEGAL FIRE EXITS. ALL CORRIDORS AND EXIT STAIRS SHALL BE MAINTAINED AT ALL TIMES. G.22. ALL CONTRACTORS ARE TO COORDINATE THE WORK OF EACH OTHER, SO THAT THE WORK AND SCHEDULE ARE NOT IMPEDED, SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS, AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL-COORDINATED INSTALLATION PRIOR TO INSTALLATION OF ITEMS, CONFER WITH EACH CONTRACTOR THE EXACT LOCATION OF ALL ITEMS. G.23. ALL CONTRACTORS SHALL BE AWARE OF LOCATIONS OF HAZARDOUS MATERIALS IN PROXIMITY TO THEIR OWN WORK AND SHALL NOT DISTURB ASBESTOS CONTAINING MATERIAL BY THEIR OPERATIONS UNLESS REQUIRED BY THEIR CONTRACT. ALL CONTRACTORS TO REVIEW THE HAZARDOUS MATERIALS REPORT OUTLINING THESE LOCATIONS. G.24. CONTRACTOR SHALL VERIFY ALL MASONRY OPENING DIMENSIONS, INDICATING THOSE TO BE PROVIDED FOR DUCTWORK, AND OTHER MECHANICAL PENETRATIONS, SO THAT CORRECT HEIGHT AND LENGTH OF LINTELS WILL BE OBTAINED COMMENSURATE WITH ARCHITECTURAL PLANS AND DETAILS AND WITH END BEARING REQUIREMENTS. COORDINATE WITH DIVISION 23. G.25. EXCEPT WHERE OTHERWISE SCHEDULED OR INDICATED, PROVIDE LOOSE STEEL LINTELS OVER ALL OPENINGS THROUGH MASONRY WALLS AND PARTITIONS. G.26. AT ALL TIMES THAT WORK IS GOING ON, DUST TIGHT PENETRATIONS SHALL BE INSTALLED AROUND THE LOCATION OF WORK TAKING PLACE. THE EXTENT AND LOCATION OF THE PARTITIONS SHALL BE COORDINATED WITH OWNER. G.27. ALL PASSAGES OF EXISTING AND NEW PIPES AND CONDUITS, WIRES, AIR DUCTS, AND SIMILAR BUILDING SERVICE EQUIPMENT THROUGH EXISTING OR NEW FIRE OR SMOKE BARRIERS (WALLS, FLOORS, ROOFS) WHETHER EXPOSED OR CONCEALED SHALL BE PROTECTED AS DESCRIBED IN DIVISIONS 07, 21, AND 28 AND AS FOLLOWS: G.27.1. THE SPACE BETWEEN THE PENETRATING ITEM AND THE FIRE/SMOKE BARRIER SHALL BE FILLED WITH A MATERIAL CAPABLE OF MAINTAINING THE FIR/SMOKE RESISTANCE OF THE FIRE/SMOKE BARRIER, DESIGNED FOR THE SPECIFIC PURPOSE AND MAINTAINED AIR TIGHT CONDITION. G.27.2. WHERE THE PENETRATING ITEM USES A SLEEVE TO PENETRATE THE FIRE/SMOKE BARRIER, THE SLEEVE SHALL BE SOLIDLY SET IN THE FIRE/SMOKE BARRIER AND THE SPACE BETWEEN THE ITEM AND THE SLEEVE SHALL BE FILLED WITH A MATERIAL CAPABLE OF MAINTAINING THE FIRE/SMOKE RESISTANCE OF THE FIRE/SMOKE BARRIER, DESIGNED FOR THE SPECIFIC PURPOSE AND TO MAINTAIN AIR TIGHT CONDITION. STANDARD ABBREVIATIONS A ABV ABOVE ACC ACCESS ACOUST ACOUSTICAL ACR ACRYLIC ACST ACOUSTIC ACT ACOUSTICAL CEILING TILE AD ACCESS DOOR ADA AMERICANS W/DISABILITIES ACT ADD ADDITIONAL ADH ADHESIVE ADJ ADJUSTABLE, ADJACENT ADMIN ADMINISTRATIVE A/E ARCHITECT/ENGINEER AFF ABOVE FINISH FLOOR AGGR AGGREGATE ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED AP ACCESS PANEL APP APPROVED APPROX APPROXIMATE ARCH ARCHITECT, ARCHITECTURAL ASB ASBESTOS ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS AWT ACOUSTICAL WALL TREATMENT AVG AVERAGE B BC BUILDING CODE, BASE CABINET BD BOARD BFF BELOW FINISH FLOOR BITUM BITUMINOUS BLDG BUILDING BLK BLOCK BLKG BLOCKING BLKHD BULKHEAD BM BENCHMARK BOS BOTTOM OF STEEL BOT BOTTOM BR BUMPER RAIL BRCG BRACING BRDG BRIDGING BRG BEARING BRK BRICK BRZ BRONZE BS BACKSPLASH, BOTH SIDES BSMT BASEMENT BTWN BETWEEN BUR BUILT-UP ROOFING C CAB CABINET CB CATCH BASIN, CERAMIC BASE CC CUBICLE CURTAINS CCP CODE COMPLIANCE PLAN CCW COUNTER CLOCKWISE CCTV CLOSED CIRCUIT TV CD CONSTRUCTION DOCUMENTS CEM CEMENT CER CERAMIC CF CUBIC FEET CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CG CORNER GUARD CGT CERAMIC GLAZED TILE CHAM CHAMFER CJ CONTROL JOINT CL CENTERLINE, CLOSET CLG CEILING CLKG CAULK, CAULKING CLL CONTRACT LIMIT LINE CLR CLEAR CMT CERAMIC MOSAIC TILE CMTB CERAMIC TILE BASE CMU CONCRETE MASONRY UNIT CNTOR CONTRACTOR CO CLEANOUT COL COLUMN CONC CONCRETE CONF CONFIRM CONST CONSTRUCTION CONT CONTINUOUS, CONTINUE CONTR CONTRACT COORD COORDINATE COP COPPER CORR CORRIDOR CPL COMPACT LAMINATE CPR COPPER CPT CARPET CPTB CARPET BASE CR CLOSET ROD, CHAIR RAIL, CRASH RAIL CRT COLORED CONCRETE CS COUNTERSINK CSWRK CASEWORK CT CERAMIC TILE CTR CENTER, COUNTERTOP, CURTAIN WALL CW COLD WATER, CLOCKWISE CWT CERAMIC WALL TILE D DBL DOUBLE DEG DEGREE DEMO DEMOLITION DEPT DEPARTMENT DET DTL DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIFF DIFFUSER DIM DIMENSION DISP DISPENSER DIST DISTANCE DIV DIVISION, DIVIDE DL DEAD LOAD DN DOWN DOUG FIR DOUGLAS FIR DR DOOR DW DISHWASHER DWG DRAWING DWGS DRAWINGS DWR DRAWER E EA EACH EB EXPANSION BOLT EC ELECTRICAL CONTRACTOR ECG END CORNER GUARD EE EACH END EF EACH FACE EFC EXISTING FIRE EXTINGUISHER EFGC EXISTING FIRE EXTINGUISHER CABINET EGB EXTERIOR GYPSUM BOARD EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR, ELEVATION ENCL ENCLOSURE ENTR ENTRANCE ENV ENVIRONMENTAL EPDM ETHYLENE PROPYLENE DIENE MONOMER EPT EPOXY PAINT EQ EQUAL EQP EQUIPMENT EQUIP EQUIPMENT ERD EXISTING ROOF DRAIN ETR EXISTING TO REMAIN EW EYE WASH, EACH WAY EWC ELECTRIC WATER COOLER EWG EDGE WALL GUARD EXG EXISTING EXH EXHAUST EXIST EXISTING EXP EXPOSED EXT EXTERIOR ERD EXISTING ROOF DRAIN F FC FACE FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDTN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FF&E FURNITURE, FIXTURE, & EQUIPMENT FG FIRE GLAZED FGI FACILITY GUIDELINES INSTITUTE FGL FIBERGLASS FHC FIRE HOSE CABINET FIN FINISH FIXT FIXTURE FLM FLOOR MAT FLR FLOOR FM FACTORY MUTUAL FO FINISHED OPENING FOS FACE OF STUD FOW FACE OF WALL FP FIRE PROTECTION, FIREPROOF FRP FIBER REINFORCED PLASTIC FRT FIRE RETARDANT FRZ FREEZER FSTR FASTENER FT FOOT / FEET, FIRE TREATED FTG FOOTING, FITTING FURN FURNITURE FURG FURRING FV FIELD VERIFY G GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GD GRADE GL GLASS GL BLK GLASS BLOCK GLULAM GLUED LAMINATED WOOD GLZ CMU GLAZED CONCRETE MASONRY UNIT GR GRADE GRND GROUND GRTG GRATING GSF GROSS SQUARE FEET GVL GRAVEL GWB GYPSUM WALL BOARD GYP GYPSUM BOARD GYP BD GYPSUM WALL BOARD H HAZ MAT HAZARDOUS MATERIAL HCP HANDICAP HCWD HOLLOW CORE WOOD DOOR HD HEAVY DUTY HDW HARDWARE HDWD HARDWOOD HDWL HEADWALL HJS HEAD, JAMB, SILL HM HOLLOW METAL HMD HOLLOW METAL DOOR HMDF HOLLOW METAL DOOR AND FRAME HMF HOLLOW METAL FRAME HOR HORIZONTAL HDR HANDRAIL HR HOUR HT HEIGHT HVAC HEATING, VENTILATION, AIR CONDITIONING HYD HYDRANT HWF HARDWOOD FLOOR I IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IMED INTERMEDIATE IN INCH INCL INCLUDE INFO INFORMATION INSTL INSTALL INSUL INSULATED, INSULATION INT INTERIOR ITFG INSULATED TEMPERED FLOAT GLASS J JAN JANITOR JC JANITORIAL CLOSET JST JOIST JT JOINT K KD KILN DRIED KIT KITCHEN KPL KICK PLATER L LAB LABORATORY, LABOR LAM LAMINATED LAV LAVATORY LB POUND (WEIGHT) LBL LABEL LCD LINEAR CEILING DIFFUSER LFT LINEAR FEET LINO LINOLEUM LKR LOCKER LL LIVE LOAD, LEAD LINED LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNTL LINTEL LOC LOCATION LWC LIGHTWEIGHT CONCRETE LVT LUXURY VINYL TILE M MAINT MAINTENANCE MAN MANUAL MAR MARBLE MARB MARBLE BASE MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MARKER BOARD MC MECHANICAL CONTRACTOR MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MEDS MEDICATIONS MEMB MEMBRANE MEP MECHANICAL, ELECTRICAL, PLUMBING MET METAL MF MILL FINISH MFD MANUFACTURED MFG MANUFACTURE MFR MANUFACTURER MH MANHOLE MIRR MIRROR MIN MINIMUM MISC MISCELLANEOUS MK MARK MLDG MOLDING ML&P METAL LATH & PLASTER MLWK MILLWORK MNT MOUNT, MOUNTED MO MASONRY OPENING MOD MODULE MON MONITOR MONO MONOLITHIC MR MOISTURE RESISTANT, MOP RECEPTOR MRD METAL ROOF DECK MT MOUNT, MOUNTED MTD MOUNTED MTL METAL, MATERIAL MULL MULLION MVBL MOVABLE MWP MEMBRANE WATERPROOFING N N NORTH, NITROGEN N/A OR NA NOT APPLICABLE NAR NARROW NAT NATURAL NEC NECESSARY, NATIONAL ELECTRICAL CODE NEUT NEUTRAL NF NEAR FACE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NFWH NON-FREEZE WALL HYDRANT NIC NOT IN CONTRACT NKL NICKEL NO NUMBER, NORMALLY OPEN NOM NOMINAL NR NOISE REDUCTION NRC NOISE REDUCTION COEFFICIENT NSF NET SQUARE FEET NTP NOTICE TO PROCEED NTS NOT TO SCALE O OA OUTSIDE AIR OB OBSCURE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFF OFFICE OFOI OWNER FURNISHED, OWNER INSTALLED OGL OBSCURE GLASS OH OVERHEAD, OPPOSITE HAND OH DR OVERHEAD DOOR OPH OPPOSITE HAND OPNG OPENING OPP OPPOSITE OPT OPTIONAL ORIG ORIGINAL P PA PIPE ANCHOR PAR PARALLEL PAT PATIENT PBD PARTICLE BOARD PC PLUMBING CONTRACTOR PCC PRECAST CONCRETE PEJ PREMOLDED EXPANSION JOINT PERP PERPENDICULAR PERIM PERIMETER PFN PREFINISHED PL PROPERTY LINE, PLATE PLAM PLASTIC LAMINATE PLBG PLUMBING PLUM PLUMBING PLUMB PLUMBING PLWD PLYWOOD PNT PAINT PR PAIR PRB PORCELAIN TILE BASE PREF PREFERENCE PREFAB PREFABRICATE PRESS PRESSURE PRELIM PRELIMINARY PRCST PRECAST PRMLD PREMOLDED PRT PORCELAIN TILE PRTN PARTITION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED, PAPER TOWEL DISPENSER, PAINT PTD PAINTED, PAPER TOWEL DISPENSER PTD/R COMBINATION PAPER TOWEL DISPENSER /RECEPTACLE PTN PARTITION PTAC PACKAGED TERMINAL AIR CONDITIONER PTUBE PNEUMATIC TUBE STATION PVC POLYVINYL CHLORIDE Q QA QUALITY ASSURANCE QC QUALITY CONTROL QUAL QUALITY QT QUARRY TILE, QUART QTB QUARRY TILE BASE QTY QUANTITY R R RADIUS, RISER RA RETURN AIR RB RUBBER BASE, RESILIENT BASE RC REINFORCED CONCRETE RCB RUBBER COVE BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN, RECEPTACLE DISTRIBUTION PANEL REBAR REINFORCING STEEL BARS REF REFRIGERATOR, REFERENCE REFL REFLECTED REINF REINFORCED REQ REQUIRED REQD REQUIRED RESIL RESILIENT REV REVISION RFG ROOFING RFLM RECESSED FLOOR MAT RTF RUBBER TILE FLOORING RM ROOM RMW REGULATED MEDICAL WASTE (ROOM NAME ABBREVIATION) RO ROUGH OPENING RT RUBBER TILE RTU ROOF TOP UNIT RW RESCUE WINDOW S SA SUPPLY AIR SALV SALVAGE SAN SANITARY SCHED SCHEDULE SCWD SOLID CORE WOOD DOOR SD STORM DRAIN SF SQUARE FOOT SHR SHOWER SHT SHEET SIM SIMILAR SJI STEEL JOIST INSTITUTE SK SKETCH SPEC SPECIFICATION SPECS SPECIFICATIONS SPF SPRUCE-PINE-FIR SQ SQUARE SS SOLID SURFACE SST STAINLESS STEEL SSC SOLID SURFACE COUNTERTOP STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STN STAIN, STONE STRT STRAIGHT STRUCT STRUCTURAL STOR STORAGE SURF SURFACE SUSP SUSPENDED, SUSPEND SVCS SERVICES SVF SHEET VINYL FLOORING SYD SQUARE YARD T T TREAD TA TOILET ACCESSORIES TB TACK BOARD, TOWEL BAR T&B TOP AND BOTTOM TF TRENCH DRAIN TEL TELEPHONE TEMP TEMPORARY, TEMPERATURE TERR TERRAZZO T&G TONGUE AND GROOVE THD THRESHOLD THK THICK, THICKNESS THRU THROUGH TK BD TACK BOARD TLT TOILET TOB TOP OF BEAM TOF TOP OF FOOTING TOW TOP OF WALL TOM TOP OF MASONRY TOP TOP OF PARAPET TOS TOP OF STEEL TPD TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER TPNT TOILET PARTITION TR THERMAL RESISTANCE TRP TRANSLUCENT RESIN PANEL TP TOILET PAPER DISPENSER TS TACKABLE SURFACE TV TELEVISION TYP TYPICAL TZ TERRAZZO U UBC UNIFORM BUILDING CODE U/C UNDER COUNTER UH UNIT HEATER UL UNDERWRITERS LABORATORIES UNEX UNEXCAVATED UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED UR URINAL V VAR VARIES VAT VINYL ASBESTOS TILE VB VAPOR BARRIER, VINYL BASE VCB VINYL COVE BASE VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VS VENT STACK VSN VINYL STAIR NOSING VTF VINYL TILE FLOORING VTR VENT THROUGH ROOF VWC VINYL WALL COVERING W W WIDE W/ WITH WC WATER CLOSET, WALL CABINET WCO WALL CLEANOUT WD WOOD WH WALL HUNG WL WIND LOAD WND WINDOW W/O WITHOUT WP WALL PROTECTION WT WEIGHT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH Y YH YARD HYDRANT SYMBOLS & AND > ANGLE @ AT ' FOOT +/- GIVE OR TAKE " INCH # NUMBER CEILING SYMBOLS 2X2 ACOUSTIC CEILING TILE 2X4 ACOUSTIC CEILING TILE GWB CEILING OR SOFFIT CEILING HEIGHT INDICATOR CEILING TYPE INDICATOR CEILING PAINT COLOR INDICATOR RECESSED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE 0'-0" XX-# PNT-X SQUARE RECESSED LIGHT FIXTURE PENDANT MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE TRACK LIGHTING 1X4 RECESSED LIGHT FIXTURE 2X4 RECESSED LIGHT FIXTURE 2X2 RECESSED LIGHT FIXTURE NURSE CALL DOME LIGHTNC SC X-RAY IN USE LIGHT SUSPENDED CHANDELIER EXIT LIGHT DIRECTIONAL EXIT LIGHT WALL MOUNTED EXIT LIGHT SUPPLY DIFFUSER RETURN DIFFUSER LINEAR RETURN DIFFUSER EXHAUST FAN ELECTRIC CEILING HEATER SPRINKLER HEAD SMOKE DETECTOR CARBON MONOXIDE DETECTOR CEILING MOUNTED SPEAKER CEILING MOUNTED OCCUPANCY SENSOR WIRELESS ACCESS POINT ELECTRIC PULLDOWN CORD ACCESS PANEL CURTAIN TRACK EF S CM S OS WAP EP X-RAY ARCHITECTURAL SYMBOLS BATT INSULATION CAST IN PLACE CONCRETE CMU EARTH E.I.F.S. FACE BRICK (ELEVATION) FACE BRICK (PLAN & SECTION) FINISH WOOD GRAVEL PARTICLE BOARD PLYWOOD RIGID INSULATION STACKED STONE VENEER STEEL STUD WALL (PLAN) GYPSUM WALL BOARD (SECTION) WOOD BLOCKING PARTITION TYPE WINDOW TYPE DOOR NUMBER ROOF SLOPE INDICATOR DETAIL IDENTIFICAITON NORTH ARROW SPACE IDENTIFICAITON COLUMN MARK DEMOLITION KEYED NOTE KEYED NOTE EQUIPMENT KEYED NOTE ELEVATION MARK SECTION BUILDING SECTION EXTERIOR ELEVATION MARK X#.# X # 12 12 XX # 100 ROOM NAME 00 S.F. X.X X# # X TOP OF FL. 0'-0" XX # XX # D C B A XX # INTERIOR ELEVATION MARK D C B A XX # Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 8 / 2 0 2 5 3 : 2 3 : 3 0 P M G-001 GENERAL NOTES, ABBREVIATIONS, & SYMBOLS 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 Cayuga Medical Center ISSUED FOR PERMIT No. Description Date DN FB-2HRFB-2HR FB-2HR FB-2HRFB-2HRFB-2HRFB-2HRFB-2HRFB-2HR FB - 2 H R F B - 2 H R F B - 2H R FB-2HR FB-2HRFB-2HRFB-2HRFB-2HR FB-2HRFB-2HRFB-2HRFB-2HRFB-2HRFB-2HRFB-2HR FB-2HRFB-2HRFB-2HR FB-2HR FB-2HR FB-2HRFB-2HR FB-2HR FB - 2 H R F B - 2 H R F B - 2H R F B - 2 H R FB-2HRFB-2HR FB - 2 H R F B - 2 H R F B - 2H R F B - 2 H R F B - 2 H R FB-2HRFB-2HR FB-2HRFB-2HR FB-2HRFB-2HRFB-2HRFB-2HR FB - 2 H R F B - 2 H R F B -2 H R F B - 2 H R FB-2HRFB-2HR FB-2HR FW - 4 H R FW - 4 H R FW - 3 H R FW - 3 H R FW - 2 H R FW - 2 H R FB - 1 H R FB - 1 H R FB - 2 H R FB - 2 H R FB - 3 H R FB - 3 H R FB - 4 H R FB - 4 H R SB - 1 H R SB - 1 H R SP - 0 H R SP - 0 H R FW S B - 1 H R FW S B - 1 H R FW S B - 2 H R FW S B - 2 H R FW S B - 3 H R FW S B - 3 H R FW S B - 4 H R FW S B - 4 H R FB S B - 1 H R FB S B - 1 H R FB S B - 2 H R FB S B - 2 H R FB S B - 3 H R FB S B - 3 H R FB S B - 4 H R FB S B - 4 H R FP - 1 H R FP - 1 H R GE N E R A L C O D E C O N F O R M A N C E N O T E S 1. A L L E X I S T I N G F I R E R A T I N G S A N D S M O K E B A R R I E R S T O BE M A I N T A I N E D . 2. C O N T R A C T O R S H A L L P R O V I D E R E Q U I R E D F I R E S T O P P I N G A T A L L N E W AN D E X I S T I N G P E N E T R A T I O N S A T A L L N E W A N D E X I S T I N G B AR R I E R S A N D RA T E D P A R T I T I O N S W I T H I N P R O J E C T A R E A A S R E Q U I R E D . A LL FI R E S T O P P I N G T O B E D O N E B Y A T H I R D P A R T Y . 3. A L L C O R R I D O R W A L L S S H A L L B E C O N S T R U C T E D A S S M O K E P A R T I T I O N S (I B C 2 0 1 8 4 0 7 . 3 ) 4. A L L A L C O H O L B A S E D H A N D S A N I T I Z I N G D I S P E N S E R S T O BE I N S T A L L E D A T A M I N I M U M O F 6 F T A P A R T W H E N I N S T A L L E D I N C O R R I D O R S ( P E R N F P A 10 1 2 0 1 2 1 8 . 3 . 2 . 6 ) 5. F E A T U R E S ( P E R N F P A 1 0 1 2 0 1 2 T A B L E 7 . 2 . 2 . 2 . 1 . 1 ) : M I N . W I D T H C L E A R O F A L L O B S T R U C T I O N S , E X C E P T P R O J E C TI O N S N O T M O R E T H A N 4 1 / 2 " A T O R B E L O W H A N D R A I L H E I G H T O N E A C H S I D E : 3 6 " M A X . H E I G H T O F R I S E R S : 8 " M I N . T R E A D D E P T H : 9 " M I N . H E A D R O O M : 6 ' - 8 " M A X . H E I G H T B E T W E E N L A N D I N G S : 1 2 ' OC C U P A N C Y C L A S S I F I C A T I O N CO N S T R U C T I O N C L A S S I F I C A T I O N HE I G H T & A R E A L I M I T S : AR E A HE I G H T # O F S T O R I E S FI R E R E S I S T A N C E R A T I N G F O R B U I L D I N G E L E M E N T S BE A R I N G W A L L S -E X T E R I O R -I N T E R I O R NO N - B E A R I N G W A L L S -E X T E R I O R -I N T E R I O R PR I M A R Y S T R U C T U R A L F R A M E FL O O R & F L O O R / C E I L I N G C O N S T R U C T I O N RO O F & R O O F / C E I L I N G C O N S T R U C T I O N M A X I M U M F L O O R A R E A A L L O W . P E R O C C U P A N T AC C E S S O R Y - S T O R A G E A R E A S A N D M E C H A N I C A L EQ U I P M E N T R O O M S EG R E S S W I D T H & C A P A C I T Y F A C T O R S ST A I R W A Y S ( W I D T H P E R P E R S O N ) OT H E R E G R E S S C O M P O N E N T S ( W I D T H P E R P E R S O N ) CO R R I D O R R A T I N G CO R R I D O R W I D T H S OC C U P A N T L O A D > 5 0 OC C U P A N T L O A D < 5 0 M I N I M U M E G R E S S D O O R W I D T H R E Q U I R E M E N T S DE A D E N D C O R R I D O R S CE I L I N G H E I G H T S ( H E A D R O O M ) EX I T C O R R I D O R S , O C C U P I A B L E R O O M S BA T H / T O I L E T R O O M S , K I T C H E N S , S T O R A G E PR O T R U D I N G O B J E C T S FI R E P R O T E C T I O N S Y S T E M S AU T O M A T I C S P R I N K L E R S Y S T E M S FI R E A L A R M A N D D E T E C T I O N S Y S T E M S PO R T A B L E F I R E E X T I N G U I S H E R S I N T E R I O R F I N I S H E S WA L L & C E I L I N G ( N E W L Y I N S T A L L E D M A T E R I A L S ) FL O O R ( N E W L Y I N S T A L L E D M A T E R I A L S ) FI R E R E S I S T A N C E / B A R R I E R S R A T I N G S SH A F T W A L L S BU I L D I N G S E P A R A T I O N S CO R R I D O R R A T I N G AR E A S E P A R A T I O N S / C O M P A R T M E N T S TR A V E L D I S T A N C E T O E X I T A C C E S S RE M O T E N E S S O F E X I T S CO M M O N P A T H O F T R A V E L I N C I D E N T A L U S E A R E A S SO I L E D L I N I E N R O O M S TR A S H C O L L E C T I O N R O O M S ST O R A G E R O O M S ( > 1 0 0 S F ) ST O R A G E R O O M S ( 5 0 - 1 0 0 S F ) NO T E : S E E C O R R E S P O N D I N G L I F E S A F E T Y / C O D E C O M P L I A N C E P L A N 30 4 TA B L E 6 0 1 TA B L E 5 0 6 . 2 TA B L E 5 0 4 . 3 TA B L E 5 0 4 . 4 TA B L E 6 0 1 TA B L E 1 0 0 4 . 5 10 0 5 . 3 . 1 10 0 5 . 3 . 2 TA B L E 1 0 2 0 . 1 TA B L E 1 0 2 0 . 2 TA B L E 1 0 2 0 . 2 10 1 0 . 1 . 1 10 2 0 . 4 0 0 12 0 7 . 2 0 0 12 0 7 . 2 0 0 12 0 7 . 2 . 1 90 3 90 7 . 2 . 6 . 2 90 6 . 3 & N F P A 10 TA B L E 8 0 3 . 1 3 80 4 70 7 . 3 . 1 ( 7 1 3 . 4 ) 70 6 . 4 TA B L E 1 0 2 0 . 1 TA B L E 1 0 1 7 . 2 TA B L E 1 0 0 7 . 1 . 1 TA B L E 1 0 0 6 . 3 . 3 (2 ) TA B L E 5 0 9 RE F E R E N C E RE Q U I R E M E N T BC N Y S 2 0 2 0 (U ) U T I L I T Y TY P E I I B 22 , 0 0 0 S F - ( F O O T N O T E S 1 F U L L Y S P R I N K L E R E D ) 40 F E E T 2 S T O R I E S 0 H O U R S 0 H O U R S 0 H O U R S ( S E P A R A T I O N D I S T A N C E > 3 0 F T ) 0 H O U R S 0 H O U R S 0 H O U R S 0 H O U R S 30 0 G S F P E R O C C U P A N T 0. 3 " P E R O C C U P A N T 0. 2 " P E R O C C U P A N T 0 H R S M O K E B A R R I E R M I N . 4 4 I N C H E S M I N . 3 6 I N C H E S CL E A R O P E N I N G W I D T H O F 32 " ; M A X . D O O R L E A F 4 8 " 20 F T ( S P R I N K L E R E D ) NO L E S S T H A N 7 ' - 6 " NO L E S S T H A N 7 ' - 0 " M I N . H E A D R O O M 7 ' - 0 " RE Q U I R E D M A N U A L F I R E A L A R M S Y S T E M M A X . 7 5 ' T R A V E L D I S T A N C E VE R T I C A L E X I T & E X I T P A S S A G E W A Y S : C L A S S B EX I S T A C C E S S C O R R I D O R S : C L A S S B RO O M S & E N C L O S E D S P A C E S : C L A S S B O R C CL A S S I O R I I 1 H R ( < 4 S T O R I E S ) 2 H R S ( 4 + S T O R I E S ) 3 H O U R S E P A R A T I O N 1 H R TR A V E L D I S T A N C E N O T T O E X C E E D 2 0 0 F T SE P A R A T I O N D I S T A N C E S H A L L N O T B E L E S S TH A N 1 / 3 T H E L E N G T H O F T H E M A X . O V E R A L L DI A G O N A L D I M E N S I O N O F A R E A S E R V E D 1 H O U R 1 H O U R 1 H O U R SM O K E T I G H T PR O V I D E D CO D E C O N F O R M A N C E N O T E S - N E W B U I L D I N G 4, 4 6 6 S F 19 F E E T 1 S T O R Y 0 H O U R S 0 H O U R S TA B L E 6 0 2 TA B L E 6 0 1 0 H O U R S 0 H O U R S 0 H O U R S 0. 3 " P E R O C C U P A N T 0. 2 " P E R O C C U P A N T NO C O R R I D O R S I N P R O J E C T 15 O C C U P A N T S (4 , 4 6 6 G S F / 3 0 0 = 1 5 ) 0 H O U R S 0 H O U R S AL L D O O R S M I N . 3 2 " C L E A R NO C O R R I D O R S I N N E W B U I L D I N G EX P O S E D S T R U C T U R E A B O V E . 16 ' - 0 " + / - T O B O T T O M O F S T R U C T U R E PR O V I D E D PR O V I D E D PR O V I D E D 75 F T M A X NO C O R R I D O R S I N N E W B U I L D I N G NO E X I T P A S S A G E W A Y S O R CO R R I D O R S I N N E W B U I L D I N G AL L C L A S S B NO N E W F L O O R I N G NO S H A F T W A L L S NO B U I L D I N G S E P A R A T I O N W A L L S NO C O R R I D O R S M A X . D I S T A N C E = 1 0 1 F E E T SE P A R A T I O N D I S T A N C E > 1 / 3 DI A G O N A L M A X . D I S T A N C E = 3 6 F E E T NO I N C I D E N T A L U S E A R E A S 11 9 A 36 " 17 0 11 9 B 72 " 17 0 12 0 B 72 " 34 0 12 0 A 72 " 34 0 FE FE 11 3 6 S F SW I T C H G E A R 11 9 29 3 9 S F GE N E R A T O R R O O M 12 0 69 S F FI R E S E R V I C E 11 8 TRAVEL DISTANCE = +/- 101'-0" GR E A T E R T H A N 1 / 3 L O N G E S T D I A G O N A L 63 F E E T E X I T S E P A R A T I O N D I S T A N C E 1/3 = 27 FEET 81 FEET LONGST DIAGONAL 1/3 = 17 FEET 51 FEET LONGEST DIAGONAL GREATER THAN 1/3 LONGEST DIAGONAL 41 FEET EXIT SEPARATION DISTANCE TRAVEL DISTANCE = +/-54'-0" FI R E D E P A R T M E N T C O N N E C T I O N R- V A L U E 1 PE R T A B L E C 4 0 2 . 1 . 4 . 1 2 RE Q U I R E D R - V A L U E T O E X G T E N D 2 4 " B E L O W S L A B EN E R G Y C O N S E R V A T I O N C O N S T R U C T I O N C O D E O F N E W Y O R K S T A TE 2 0 2 0 CA V I T Y CO N T I N U O U S TO T A L TA B L E C 4 0 2 . 1 . 3 CL I M A T E Z O N E 6 M A S S W A L L PR O V I D E D CO D E RE Q U I R E M E N T - 13 . 3 13 . 3 15 22 . 7 5 - TA B L E C 4 0 2 . 1 . 3 CL I M A T E Z O N E 6 UN H E A T E D S L A B S PR O V I D E D CO D E RE Q U I R E M E N T -10 2 10 2 15 2 15 2 - WA L L S A N D SL A B S TA B L E C 4 0 2 . 4 CL I M A T E Z O N E 6 PR O V I D E D CO D E RE Q U I R E M E N T 0. 3 8 0. 4 5 0. 7 7 - U- F A C T O R EN E R G Y C O N S E R V A T I O N C O N S T R U C T I O N C O D E O F N E W Y O R K S TA T E 2 0 2 0 FI X E D OP E R A B L E EN T R A N C E DO O R S RE M A R K K S NO O P E R A B L E F E N E S T R A T I O N P R O V I D E D FE N E S T R A T I O N EX A C T V A L U E T B D B A S E D O N G L A Z I N G . WI L L N O T B E G R E A T E R T H A N 0 . 3 8 0. 1 5 - 0 . 3 8 0. 2 7 LE S S T H A N 5 0 % G L A Z I N G I N D O O R S TA B L E C 4 0 2 . 1 . 3 CL I M A T E Z O N E 6 PR O V I D E D CO D E RE Q U I R E M E N T R- 3 0 c i R- V A L U E EN E R G Y C O N S E R V A T I O N C O N S T R U C T I O N C O D E O F N E W Y O R K S TA T E 2 0 2 0 I N S U L A T I O N EN T I R E L Y A B O V E RO O F D E C K RE M A R K K S RO O F S EX A C T V A L U E T B D B A S E D O N I N S U L A T I O N M A N U F A C T U R E R . W I L L N O T B E L E S S T H A N R- 3 0 . R- 3 0 T O R - 3 9 1/3 = 19 FEET 57 FEET LONGEST DIAGONAL GREATER THAN 1/3 LONGEST DIAGONAL 40 FEET EXIT SEPARATION DISTANCE 10 0 36 " 17 0 20 0 B B 36 " 17 0 TRAVEL DISTANCE = +/- 70'-0" 1/3 = 23 FEET 67 FEET LONGEST DIAGONAL GREATER THAN 1/3 LONGEST DIAGONAL 41 FEET EXIT SEPARATION DISTANCE TRAVEL DISTANCE = +/- 84'-0" 20 0 E E 36 " 17 0 20 0 I I 72 " 17 0 EX G 2 H R EX G 2 H R EX G 2 H R TH I S R O O M F U L L Y SP R I N K L E R E D TH I S R O O M F U L L Y SP R I N K L E R E D FI R E R A T I N G L E G E N D RA T I N G PL A N D E S I G N A T I O N FI R E FI R E W A L L S FI R E W A L L S FI R E P A R I T I O N SM O K E SM O K E B A R R I E R S ( S M O K E CO M P A R T M E N T D I V I S I O N S ) SM O K E P A R I T I T I O N S ( N O N - FI R E R A T E D , N O N CO M B U S T I B L E P A R T I T I O N S ) FI R E & S M O K E FI R E W A L L / S M O K E B A R R I E R S (S M O K E B A R R I E R CO I N C I D I N G W / F I R E W A L L ) FI R E B A R R I E R / S M O K E BA R R I E R S ( S M O K E B A R R I E R CO I N C I D I N G W / F I R E BA R R I E R ) RE Q U I R E D E X I T S T A I R RE Q U I R E D E X I T P A S S A G E W A Y NO N - S P R I N L E R E D RE S RE P SY M B O L S FI R E E X T I N G U I S H E R A N D C A B I N E T EX I S T I N G F I R E E X T I N G U I S H E R SI A M E S E S T A N D P I P E C O N N E C T I O N ST A N D P I P E FE EF E SS P SP EX I T S I G N DI R E C T I O N A L E X I T S I G N RE S C U E W I N D O W L O C A T I O N RW DF DR I N K I N G F O U N T A I N EX I T A C C E S S T R A V E L D I S T A N C E X' - X " X ' - X " DO O R E X I T N U M B E R PR O V I D E D WI D T H EX I T D O O R # 0 #" # DO O R E X I T I N F O R M A T I O N OC C U P A N T CA P A C I T Y St r u c t u r a l : Jo h n P . S t o p e n E n g i n e e r i n g , L L P 45 0 S o u t h S a l i n a S t r e e t PO B o x 2 9 , S u i t e 4 0 0 Sy r a c u s e , N Y 1 3 2 0 1 31 5 . 4 7 2 . 5 2 3 8 3 1 5 . 4 7 2 . 8 4 3 0 F a x Ci v i l / L a n d s c a p e : T. G . M i l l e r , P . C . - E n g i n e e r s a n d S u r v e y o r s 60 5 W e s t S t a t e S t r e e t , S u i t e A I t h a c a , N Y 1 4 8 5 0 60 7 . 2 7 2 . 6 4 7 7 ww w . t g m i l l e r p c . c o m Co p y r i g h t 2 0 2 4 , D w y e r A r c h i t e c t u r a l , L L C Sh e e t T i t l e Pr o j e c t N o . Dr a w n B y : Sh e e t N o . Pr o j e c t I n f o r m a t i o n A r e d s e a l a n d a b l u e s i g n a t u r e i n d i c a t e s a n or i g i n a l d o c u m e n t . ww w . d w y e r a r c h . c o m RO C H E S T E R 85 A l l e n S t r e e t , S u i t e 2 1 0 Ro c h e s t e r , N Y 1 4 6 0 8 SY R A C U S E 12 0 E a s t W a s h i n g t o n S t r e e t , S u i t e 8 2 2 Sy r a c u s e , N Y 1 3 2 0 2 ph : 3 1 5 . 4 7 3 . 1 8 0 0 Is s u e D a t e : No t e : Pe r N Y S E D O f f i c e o f t h e P r o f e s s i o n s C o m m i s i o n e r ' s Re g u l a t i o n s P a r t 6 9 . 5 b , i t i s a v i o l a t i o n o f t h e l a w f o r a n y pe r s o n , u n l e s s a c t i n g u n d e r t h e d i r e c t i o n o f a l i c e ns e d a c t i n g un d e r t h e d i r e c t i o n o f a l i c e n s e d a r c h i t e c t , t o a l t er i n a n y wa y a n i t e m b e a r i n g t h e s e a l o f a n a r c h i t e c t . Co n s u l t a n t s Re v i e w e r : Cl i e n t P r o j e c t N o . CO N N o . : Ke y P l a n M/ E / P : I P D E n g i n e e r i n g 10 1 N . S a l i n a S t Sy r a c u s e , N Y 1 3 2 0 2 31 5 . 4 2 3 . 0 1 8 5 4 3 2 1 D A 5 BC 7/18/2025 3:23:31 PM G- 0 0 2 CO D E A N A L Y S I S A N D CO D E C O M P L I A N C E NO T E S 24 - 0 5 4 Em e r g e n c y G e n e r a t o r Pr o j e c t 10 1 H a r r i s B . D a t e s D r i v e I t h a c a , N Y 1 4 8 5 0 18 J U L Y 2 0 2 5 MJ L Ca y u g a M e d i c a l Ce n t e r MJ L IS S U E D F O R P E R M I T 1/ 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " A5 CO D E P L A N - N E W B U I L D I N G C O D E P L A N - N E W B U I L D I N G 0' 2 ' 4 ' 6 ' 16 ' EN E R G Y C O D E S U M M A R Y E N E R G Y C O D E S U M M A R Y 1/ 8 " = 1 ' - 0 " 1 / 8 " = 1 ' - 0 " 1 CO D E P L A N - P A R T I A L E X I S T I N G B A S E M E N T C O D E P L A N - P A R T I A L E X I S T I N G B A S E M E N T No . D e s c r i p t i o n D a t e 1. AS USED IN THE GENERAL NOTES: a. "DRAWINGS" MEANS THE LATEST STRUCTURAL DESIGN DRAWINGS, U.N.O. b. "SPECIFICATIONS" MEANS THE LATEST PROJECT SPECIFICATIONS, U.N.O. c. "CONTRACT DOCUMENTS" IS DEFINED AS THE DESIGN DRAWINGS AND SPECIFICATIONS. d. "SEOR" IS DEFINED AS THE STRUCTURAL ENGINEER OF RECORD FOR THE STRUCTURE IN ITS FINAL CONDITION. e. "DESIGN PROFESSIONAL" IS DEFINED AS THE OWNER'S ARCHITECT AND SEOR. f. "MEP" INCLUDES, BUT IS NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION. g. "CONTRACTOR" IS DEFINED TO INCLUDE ANY OF THE FOLLOWING: GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS, CONSTRUCTION MANAGER AND THEIR SUBCONTRACTORS, STRUCTURAL STEEL FABRICATOR OR STRUCTURAL STEEL ERECTOR. h. "STRUCTURE IN ITS FINAL CONDITION" MEANS ALL STRUCTURAL ELEMENTS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS ARE INSTALLED AND COMPLETELY CONNECTED AND INSPECTED WITH NO OUTSTANDING NON- COMPLIANCE ISSUES. i. "DELEGATE DESIGN" MEANS A SCOPE OF WORK THAT MEETS PERFORMANCE CRITERIA ESTABLISHED IN THE CONTRACT DOCUMENTS AND IS TO BE COMPLETED BY THE CONTRACTOR'S LICENSED ENGINEER. 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF STRUCTURAL WORK WITH THE ARCHITECTURAL, CIVIL, MEP CONTRACT DOCUMENTS, AS WELL AS ANY OTHER APPLICABLE TRADES. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE UNTIL THE CONSTRUCTION OF THE STRUCTURE REACHES ITS FINAL CONDITION. 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND REMOVAL OF TEMPORARY BRACING AND CONSTRUCTION SUPPORTS, FOR NEW AND EXISTING STRUCTURES, AS NECESSARY TO COMPLETE THE PROJECT. NO PORTION OF THE PROJECT WHILE UNDER CONSTRUCTION IS INTENDED TO BE STABLE IN THE ABSENCE OF THE CONTRACTOR'S TEMPORARY SUPPORTS AND BRACES. CONTRACTOR SHALL RETAIN A STRUCTURAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED TO DESIGN TEMPORARY BRACING AND CONSTRUCTION SUPPORTS. 5. IN CASES OF CONFLICT BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND OTHER DISCIPLINES OR EXISTING CONDITIONS, CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONALS AND OBTAIN CLARIFICATION PRIOR TO BIDDING AND PROCEEDING WITH WORK. 6. LAYOUT OF STRUCTURAL ELEMENTS AS SHOWN ON THE DRAWINGS AS FOLLOWS: a. DO NOT SCALE DRAWINGS. ONLY USE DIMENSIONS INDICATED ON THE DRAWINGS. b. ASSUME EQUAL SPACING BETWEEN ESTABLISHED DIMENSIONS U.N.O. c. CENTERLINES OF COLUMNS AND FOUNDATIONS COINCIDE WITH GRID LINE INTERSECTION U.N.O. d. CENTERLINES OF GRADE BEAMS AND WALLS COINCIDE WITH CENTERLINES OF FOUNDATIONS U.N.O. e. CENTERLINES OF FRAMING MEMBERS COINCIDE WITH COLUMN CENTERLINES U.N.O. 7. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITIES FROM DAMAGE. 8. THE CONTRACTOR SHALL VERIFY CONSTRUCTION LOADS DO NOT EXCEED THE CAPACITY OF THE STRUCTURE AT THE TIME THE LOAD IS APPLIED. 9. THE CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE ELEVATIONS WITH THE AS-BUILT TOP OF SUPPORT ELEVATIONS. 10.THE CONTRACTOR SHALL VERIFY ALL OPENING SIZES AND LOCATIONS WITH OTHER DISCIPLINES. THE DRAWINGS DO NOT SHOW ALL OPENINGS REQUIRED. ADDITIONAL OPENINGS, BLOCKOUTS AND SLEEVES MAY BE REQUIRED BY OTHER DISCIPLINES AND SHALL BE CONSTRUCTED USING THE TYPICAL DETAILS AND/OR THE CRITERIA INDICATED ON THE DRAWINGS. OPENINGS REQUIRED BUT NOT SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED BY THE SEOR. 11.MECHANICAL EQUIPMENT WEIGHTS ARE BASED ON EQUIPMENT INDICATED ON MEP CONTRACT DOCUMENTS. CONTRACTOR SHALL SUBMIT FOR REVIEW ANY PLANNED CHANGE TO MECHANICAL EQUIPMENT TO DESIGN PROFESSIONALS PRIOR TO SUBMITTING CORRESPONDING STRUCTURAL SHOP DRAWINGS FOR ACTION. GENERAL DESIGN NOTES 1. TWENTY WORKING DAYS PRIOR TO SUBMITTING SHOP DRAWINGS, THE CONTRACTOR SHALL SUBMIT FOR THE SEOR'S REVIEW A SCHEDULE WHICH DETAILS THE ESTIMATED QUANTITY OF SHOP DRAWINGS AND THE DATE THE SHOP DRAWINGS WILL BE RECEIVED BY THE SEOR. THE SEOR SHALL HAVE THE OPPORTUNITY TO REVIEW THE PROPOSED SCHEDULE AND SUBMIT COMMENTS TO THE CONTRACTOR. THE FINAL SHOP DRAWING SCHEDULE SHALL BE DEVELOPED AND SUBMITTED TO THE SEOR. IN ACCORDANCE WITH THE SHOP DRAWING SCHEDULE, THE SEOR WILL RETURN THE SHOP DRAWING ITEMS WITHIN TEN WORKING DAYS AFTER RECEIVING THE ELECTRONIC SHOP DRAWING. 2. THE CONTRACTOR IS TO REVIEW EACH SUBMITTAL PRIOR TO FORWARDING TO DESIGN PROFESSIONALS. THE CONTRACTOR IS TO STAMP EACH SUBMITTAL VERIFYING THAT THE FOLLOWING IS ADDRESSED: a. THE SHOP DRAWING IS REQUESTED. b. THE SHOP DRAWING IS BASED ON THE LATEST DESIGN. c. THE DESIGN PROFESSIONALS' COMMENTS FROM ANY PREVIOUS SUBMITTALS ARE ADDRESSED. d. THE WORK IS COORDINATED AMONG ALL CONSTRUCTION TRADES. e. REVISIONS FROM PREVIOUS SUBMITTALS ARE CLEARLY MARKED BY CIRCLING OR CLOUDS. f. DELEGATED DESIGN SUBMITTALS INCLUDE SIGNED AND SEALED CALCULATIONS AS REQUIRED BY THE CONTRACT DOCUMENTS. g. SUBMITTAL SHALL INCLUDE A STAMP INDICATING PROJECT NAME AND LOCATION, SUBMITTAL NUMBER, AND SPECIFICATION SECTION. THE SEOR SHALL RETURN, WITHOUT COMMENT, SUBMITTALS WHICH THE CONTRACTOR HAS NOT STAMPED OR WHICH DO NOT MEET THE ABOVE REQUIREMENTS. THE SEOR'S REVIEW OF SUBMITTALS SHALL BE FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT. NO WORK SHALL BE STARTED WITHOUT SUCH REVIEW. 3. FOR COMPONENTS THAT REQUIRE A DELEGATED DESIGN, PROVIDE A NOTE ON EACH SHOP DRAWING, WRITTEN AND SIGNED BY THE SUPPLIER'S ENGINEER, INDICATING THAT THE SHOP DRAWING IS IN CONFORMANCE WITH THE CALCULATIONS OF THE SUPPLIER'S ENGINEER. 4. DELEGATED DESIGN SUBMITTALS SHALL LIST THE DESIGN LOADS USED AND BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. SUBMITTAL SHALL INCLUDE LOCATION, MAGNITUDE, AND DIRECTION OF UNFACTORED IMPOSED LOADS, GRAPHICALLY REPRESENTED IN THEIR APPROPRIATE LOCATIONS ON A COPY OF THE CONTRACT DOCUMENT STRUCTURAL FRAMING PLANS OR ELEVATIONS AS APPROPRIATE. DETAIL REFERENCES IN THE CONNECTIONS APPLICABLE AT EACH LOCATION SHALL BE NOTED ON THE SUBMITTAL DRAWINGS. 5. CONNECTIONS OF SYSTEMS PART OF A DELEGATED DESIGN ARE ASSUMED TO IMPOSE VERTICAL AND/OR HORIZONTAL LOADS ON THE BASE BUILDING STRUCTURAL MEMBERS WITHOUT GENERATING TORSION IN THE SUPPORTING STRUCTURAL MEMBERS. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL SUPPLEMENTARY BRACING MEMBERS AS REQUIRED TO PREVENT TORSION ON THE BASE BUILDING STRUCTURE. 6. UNLESS OTHERWISE SPECIFICALLY STATED IN WRITING, MARK-UPS ON REVIEWED OR APPROVED SHOP DRAWINGS OR SIMILAR SUBMISSIONS ARE TO COMMUNICATE AND CONFIRM THE INTENT OF THE CONTRACT DOCUMENTS AND SHALL NOT BE CONSTRUED AS AUTHORIZING OR REQUESTING A CHANGE TO ANY CONTRACT PRICE. IF A FABRICATOR OR CONTRACTOR BELIEVES THAT A CHANGE TO ANY CONTRACT PRICE SHOULD BE MADE, A WRITTEN REQUEST SHALL BE SUBMITTED FOR A RECOMMENDATION BY THE ARCHITECT AND ACTION BY THE OWNER ALONG WITH A COST PROPOSAL FOR ANY PROPOSED CHANGE PRIOR TO FABRICATION OR INSTALLATION OF ANY ITEM FOR WHICH A CHANGE IN CONTRACT PRICE IS REQUESTED. ANY CLAIM FOR ADDITIONAL COMPENSATION FOR AN ITEM FABRICATED OR INSTALLED WITHOUT PRIOR WRITTEN APPROVAL OF A CHANGE IN CONTRACT PRICE FOR SUCH FABRICATION AND/OR INSTALLATION WILL NOT BE ALLOWED. SUBMITTAL NOTES BAR DEVELOPMENT SCHEDULE GRADE 60 REINFORCING NOTES: 1. MULTIPLY LAP SPLICE BY 1.3 FOR TOP BARS (WHERE MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE SPLICE). 2. THE FACTOR FROM NOTE 1, WHEN MULTIPLIED, NEED NOT BE GREATER THAN 1.7. 3. IN THE CASE OF SPLICES BETWEEN TWO DIFFERENT SIZE BARS, PROVIDE SPLICE BASED ON THE SMALLER BAR SIZE, OR CLASS A OF THE LARGER BAR SIZE, WHICHEVER IS GREATER. NORMAL WEIGHT CONCRETE, f'c = (PSI) BAR SIZE #6 or SMALLER LAP CLASS A 44 dia. TYPE 3,000 PSI 38 dia. 4,000 PSI 36 dia. 4,500 PSI LAP CLASS B 57 dia. 49 dia. 47 dia. #7 to #11 LAP CLASS A 55 dia. 47 dia. 45 dia. LAP CLASS B 71 dia. 62 dia. 58 dia. HOOK 18 dia. 16 dia. 16 dia.#11 or SMALLER 1. CAST-IN-PLACE CONCRETE CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS. a. ACI 117 "STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS". b. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" c. ACI 304 "GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE". d. ACI 305, ACI 306, ACI 318-14, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". e. ACI 347 "GUIDE TO FORMWORK FOR CONCRETE". f. ACI DETAILING MANUAL. g. CONCRETE REINFORCING STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD PRACTICE". 2. CONCRETE SHALL BE READY MIXED PER ASTM C94. 3. THE ADDITION OF WATER TO THE CONCRETE MIX AT THE JOB SITE IS NOT PERMITTED UNLESS SPECIFICALLY ALLOWED BY THE OWNER'S REPRESENTATIVE. 4. PREPARE DESIGN MIXES FOR EACH TYPE, AND STRENGTH OF CONCRETE BY EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS AS SPECIFIED IN ACI 318 AND SUBMIT TO THE SEOR FOR REVIEW AND APPROVAL. 5. PORTLAND CEMENT - ASTM C150, TYPE I / II. 6. AGGREGATES - ASTM C33. 7. AIR ENTRAINING ADMIXTURE - ASTM C260, CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. 8. VAPOR BARRIER SHALL BE A MINIMUM OF 10 MIL POLY CONFORMING TO ASTM E1745. 9. PROHIBITED ADMIXTURES - CALCIUM CHLORIDE THYOCYANATES OR ADMIXTURES CONTAINING MORE THAN 0.1 PERCENT CHLORIDE IONS ARE NOT PERMITTED. NOTE: A. MINIMUM CEMENTIOUS CONTENT AND AIR CONTENT BASED ON MAXIMUM AGGREATE SIZE. ADJUST PER SELECTED AGGREGATE PER ACI 381 AS REQUIRED. 10. UNLESS OTHERWISE NOTED, REINFORCING SHALL HAVE THE FOLLOWING CONCRETE COVER : a. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 1. ELEVATED SLABS AND WALLS = 3/4" 11. REINFORCING BARS - ASTM A615, GRADE 60, DEFORMED. 12. SUPPORTS FOR REINFORCEMENT SHALL BE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI SPECIFICATION. 13. UNLESS OTHERWISE SHOWN, REINFORCING BAR SPLICES ARE TO BE CLASS 'B' SPLICES. 14. PROTECT CONCRETE WORK FROM THE DETRIMENTAL EFFECTS OF COLD TEMPERATURES IN COMPLIANCE WITH ACI 306, AND OF HOT WEATHER OR WINDY CONDITIONS IN COMPLIANCE WITH ACI 305. 15. CONSTRUCTION JOINTS PERMITTED ONLY AS APPROVED BY THE STRUCTURAL ENGINEER. 16. THE OWNER WILL EMPLOY A TESTING AGENCY TO PERFORM SAMPLING AND TESTING SUBMIT TEST REPORTS. 17. ALL ADHESIVE ANCHORS SHALL UTILIZE HILTI 500 V3 EPOXY OR APPROVED EQUAL UNLESS NOTED OTHERWISE. 18. MISCELLANEOUS NEW PIPE OPENINGS THROUGH WAFFLE SLAB AND ELEVATED SLAB: CONTRACTOR TO DETERMINE LOCATION OF PIPE PENETRATION SUCH THAT IT CAN BE CORED THROUGH THE 3” CONCRETE SLAB BETWEEN CONCRETE RIBS. CORE HOLE TO BE 6” MAXIMUM DIAMETER. AVOID CORING HOLES THROUGH FULL DEPTH SHEAR CAPITALS AROUND COLUMNS. 19. SUBMIT CONCRETE MIX PROPORTIONS WITH SUPPORTING TEST DATA, MATERIAL CERTIFICATIONS AND PRODUCT DATA, TO DEMONSTRATE COMPLIANCE WITH THE REQUIREMENTS ABOVE. CONCRETE PROPERTIES SCHEDULE MINIMUM CEMENTITIOUS CONTENT ( LB./CU. YD. ) WATER/CEMENT RATIO 28-DAY COMPRESSIVE STRENGTH (PSI) MAXIMUM AGGREGATE SIZE (INCHES) CONCRETE TYPE AIR CONTENT (% BY VOLUME) SPREAD FOOTINGS - 0.5 3,000 0-3 1-1/2 FOUNDATION WALLS - 0.45 4,500 6 +/- 1.5 1 INTERIOR SLAB ON GRADE 520 0.45 4,500 0-3 1 20. FIELD QUALITY CONTROL a. SPECIAL INSPECTIONS: OWNER WILL ENGAGE A SPECIAL INSPECTOR AND QUALIFIED TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS AND INSPECTIONS AND PREPARE TEST REPORTS. b. TESTING AGENCY: ENGAGE A QUALIFIED TESTING AND INSPECTING AGENCY TO PERFORM TESTS AND INSPECTIONS AND TO SUBMIT REPORTS. c. INSPECTIONS: 1. STEEL REINFORCEMENT PLACEMENT. 2. VERIFICATION OF USE OF REQUIRED DESIGN MIXTURE. 3. CONCRETE PLACEMENT, INCLUDING CONVEYING AND DEPOSITING. d. CONCRETE TESTS: TESTING OF COMPOSITE SAMPLES OF FRESH CONCRETE OBTAINED ACCORDING TO ASTM C 172/C 172M SHALL BE PERFORMED ACCORDING TO THE FOLLOWING REQUIREMENTS: 1. TESTING FREQUENCY: OBTAIN AT LEAST ONE COMPOSITE SAMPLE FOR EACH 50 CU. YD. OR EACH TRUCK. 2. SLUMP: ASTM C 143/C 143M; ONE TEST AT POINT OF PLACEMENT FOR EACH TRUCK, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIXTURE. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE. 3. AIR CONTENT: ASTM C 231/C 231M, PRESSURE METHOD, FOR NORMAL- WEIGHT CONCRETE;ONE TEST FOR EACH TRUCK, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIXTURE. 4. CONCRETE TEMPERATURE: ASTM C 1064/C 1064M; ONE TEST HOURLY WHEN AIR TEMPERATURE IS 40 DEG F (4.4 DEG C) AND BELOW OR 80 DEG F (27 DEG C) AND ABOVE, AND ONE TEST FOR EACH TRUCK. 5. COMPRESSION TEST SPECIMENS: ASTM C 31/C 31M. a. CAST AND FIELD CURE TWO SETS OF TWO STANDARD CYLINDER SPECIMENS FOR EACH COMPOSITE SAMPLE. CAST AND FIELD CURE AN ADDITIONAL CYLINDER TO HOLD. 6. COMPRESSIVE-STRENGTH TESTS: ASTM C 39/C 39M; TEST ONE SET OF TWO LABORATORY-CURED SPECIMENS AT 7 DAYS AND ONE SET OF TWO SPECIMENS AT 28 DAYS. a. TEST ONE SET OF TWO FIELD-CURED SPECIMENS AT 7 DAYS AND ONE SET OF TWO SPECIMENS AT 28 DAYS. b. A COMPRESSIVE-STRENGTH TEST SHALL BE THE AVERAGE COMPRESSIVE STRENGTH FROM A SET OF TWO SPECIMENS OBTAINED FROM SAME COMPOSITE SAMPLE AND TESTED AT AGE INDICATED. 7. WHEN STRENGTH OF FIELD-CURED CYLINDERS IS LESS THAN 85 PERCENT OF COMPANION LABORATORY-CURED CYLINDERS, CONTRACTOR SHALL EVALUATE OPERATIONS AND PROVIDE CORRECTIVE PROCEDURES FOR PROTECTING AND CURING IN-PLACE CONCRETE. 8. STRENGTH OF EACH CONCRETE MIXTURE WILL BE SATISFACTORY IF EVERY AVERAGE OF ANY THREE CONSECUTIVE COMPRESSIVE-STRENGTH TESTS EQUALS OR EXCEEDS SPECIFIED COMPRESSIVE STRENGTH AND NO COMPRESSIVE-STRENGTH TEST VALUE FALLS BELOW SPECIFIED COMPRESSIVE STRENGTH BY MORE THAN 500 PSI (3.4 MPA). 9. TEST RESULTS SHALL BE REPORTED IN WRITING TO ENGINEER, CONCRETE MANUFACTURER, AND CONTRACTOR WITHIN 48 HOURS OF TESTING. REPORTS OF COMPRESSIVE-STRENGTH TESTS SHALL CONTAIN PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING AND INSPECTING AGENCY, LOCATION OF CONCRETE BATCH IN WORK, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIXTURE PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7- AND 28-DAY TESTS. 10.NONDESTRUCTIVE TESTING: IMPACT HAMMER, SONOSCOPE, OR OTHER NONDESTRUCTIVE DEVICE MAY BE PERMITTED BY ARCHITECT BUT WILL NOT BE USED AS SOLE BASIS FOR APPROVAL OR REJECTION OF CONCRETE. 11.ADDITIONAL TESTS: TESTING AND INSPECTING AGENCY SHALL MAKE ADDITIONAL TESTS OF CONCRETE WHEN TEST RESULTS INDICATE THAT SLUMP, AIR ENTRAINMENT, COMPRESSIVE STRENGTHS, OR OTHER REQUIREMENTS HAVE NOT BEEN MET, AS DIRECTED BY ARCHITECT. TESTING AND INSPECTING AGENCY MAY CONDUCT TESTS TO DETERMINE ADEQUACY OF CONCRETE BY CORED CYLINDERS COMPLYING WITH ASTM C 42/C 42M OR BY OTHER METHODS AS DIRECTED BY ARCHITECT. 12.ADDITIONAL TESTING AND INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TO DETERMINE COMPLIANCE OF REPLACED OR ADDITIONAL WORK WITH SPECIFIED REQUIREMENTS. 13.CORRECT DEFICIENCIES IN THE WORK THAT TEST REPORTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS. 1. ALL INSPECTION, TESTING AND QUALITY CONTROL PROGRAM FOR THE CONSTRUCTION PHASE OF THE PROJECT SHALL BE IMPLEMENTED AS OUTLINED IN THE PROJECT SPECIFICATIONS, SECTION 01410 - SPECIAL INSPECTIONS. THE OWNER WILL ENGAGE AN APPROVED TESTING/INSPECTION AGENCY. DEFINITIONS AND REQUIREMENTS SHALL BE IN ACCORDANCE WITH CHAPTER 17 OF THE 2018 INTERNATIONAL BUILDING CODE. FAILURE TO COMPLY WILL RESULT IN REMOVAL AND RECONSTRUCTION OF ANY STRUCTURAL ELEMENTS NOT VERIFIED, TESTED OR INSPECTED. 1. STRUCTURAL STEEL WORK INCLUDES ALL STRUCTURAL STEEL TO BE FURNISHED AND ERECTED INCLUDING BEAMS, ANGLES, AND BEARING PLATES AS INDICATED ON THE DRAWINGS. 2. COMPLY WITH THE FOLLOWING CODES AND STANDARDS: a. AISC STEEL CONSTRUCTION MANUAL, ASD, 15TH EDITION. b. AMERICAN WELDING SOCIETY (AWS) Dl.1 "STRUCTURAL WELDING CODE STEEL". 3. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INCLUDING COMPLETE DETAILS AND SCHEDULES FOR FABRICATION AND ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES AND DIAGRAMS. 4. MATERIALS: a. STRUCTURAL STEEL W SHAPES.................................. ASTM A992, GRADE 50 b. HOLLOW STRUCTURAL SECTIONS.............................. ASTM A 500, GRADE C c. ANGLES AND PLATES..................................................... ASTM A36 (U.N.O.) d. CONNECTION BOLTS BOLTS...........................................................................ASTM A490 e. THREADED RODS............................................................ ASTM F1554, GRADE 36 f. POST-INSTALLED ANCHORS..........................................AS SHOWN g. WELDING ELECTRODES................................................. E-70XX SERIES h. SHRINKAGE COMPENSATING GROUT..........................ASTM C1107 5. FIREPROOFING: ALL NEW STRUCTURAL STEEL ELEMENTS REQUIRE 2 HOUR RATED SPRAY FIREPROOFING. 6. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO DEVELOPEMENT OF SHOP DRAWINGS FOR REVIEW BY THE ENGINEER. 7. STRUCTURAL STEEL MEMBERS AND CONNECTIONS EXPOSED TO WEATHER SHALL BE GALVANZIED UNLESS NOTED OTHERWISE. FIELD WELDS TO BE GALVANZIED SHALL BE TOUCHED UP WITH A ZINC RICH COATING AFTER COMPLETION AND INSPECTION OF THE WELD. 1. STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2020 NYS BUILDING CODE. 2. CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING CONDITIONS AT THE SITE PRIOR TO BEGINNING ANY WORK. IF EXISTING FIELD CONTIONS DO NOT PERMIT THE INSTALLATION OF THE WORK IN ACCORDANCE WITH THE DETAILS AS SHOWN, NOTIFY ENGINEER IMMEDIATELY. 3. DESIGN LOADS: A. FLOOR LIVE LOADS: MECHANICAL ............................................................................. 150 PSF 4. ROOF LIVE LOADS: A. GROUND SNOW LOAD............................................................................. PG = 40 PSF B. FLAT-ROOF SNOW LOAD........................................................................ PF = 33.6 PSF C. SNOW EXPOSURE FACTOR.................................................................... Ce = 1.0 D. SNOW LOAD IMPORTANCE FACTOR.................................................... I s = 1.2 E. THERMAL FACTOR................................................................................... CT = 1.0 F. SNOW DRIFT LOADING DETERMINED IN ACCCORDANCE WITH ASCE 7-16 5. SEISMIC DESIGN DATA: A. OCCUPANCY CATEGORY........................................................................ IV B. SEISMIC IMPORTANCE FACTOR............................................................. I = 1.5 C. MAPPED SPECTRAL RESPONSE ACCELERATION............................... Ss = 0.12 D. MAPPED SPECTRAL RESPONSE ACCELERATION............................... S1 = 0.045 E. SPECTRAL RESPONSE COEFFICIENT................................................... SDS = 0.128 F. SPECTRAL RESPONSE COEFFICIENT................................................... SD1 = 0.073 G. SITE CLASS................................................................................................ D H. SEISMIC DESIGN CATEGORY.................................................................. C I. ORDINARY REINFORCED MASONRY SHEAR WALLS........................... R = 2.0 J. SEISMIC RESPONSE COEFFICIENT........................................................ Cs = 0.096 6. WIND LOAD: A. BASIC WIND SPEED (3 SEC GUST)......................................................... 122 MPH B. WIND IMPORTANCE FACTOR.................................................................. I w = 1.0 C. WIND EXPOSURE CATEGORY................................................................. C D. INTERAL PRESSURE COEFFICIENT........................................................ GCp = +/- 0.18 E. COMPONENT AND CLADDING NOT SPECIFICALLY DESIGNED HEREIN SHALL BE DESIGNED FOR THE FOLLOWING PRESSURES; BASED ONTRIBUTARY AREA. NOTES: 1. ZONE DEFINED IN BUILDING CODE USING A = 5'-0" B = 12'-0". 2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY 3. PRESSURES ARE REPORTED AT ULTIMATE DESIGN WIND LEVEL.. USE APPROPRIATE LOAD COMBINATIONS PER ASCE 7-16. ROOF PLAN WALL ELEVATION 3 3 3 3 2 22 2 1 1 1 1 1' 5 54 B B 4' - 0 " . 4'-0". B B B B B B B B A A BUILDING COMPONENT & CLADDING PRESSURE (PSF) EFFECTIVE WIND AREA 10 SF - 37.4 20 SF 50 SF 100 SF ZONE 4 + 34.5 - 46.2 ZONE 5 + 46.2 ZONE 1 16.0 ZONE 1' 72.4 WALL ROOF 36.0 33.0 43.2 33.0 31.6 38.9 33.0 30.1 35.9 16.0 69.5 16.0 63.7 16.0 60.8 43.2 40.3 37.4 31.5 ZONE 2 - + - + - + 98.8 95.8 88.5 83.4 ZONE 3 - + 34.5 33.0 31.6 30.1 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 31.5 31.5 31.5 CODE COMPLIANCE NOTES 1. NOT ALL STEEL OR CONCRETE WORK IS NOTED OR DETAILED ON THE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL WORK REQUIRED. BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS ARE INTENDED TO WORK TOGETHER AND DEFINE THE COMPLETE SCOPE OF WORK REQUIRED. IF DISCREPANCIES ARE F OUND, NOTIFY THE ARCHITECT IMMEDIATELY. 2. STRUCTURAL ASSEMBLY SHOWN HEREIN WAS DESIGNED TO BE SELF SUPPORTING IN ITS FINAL STATE ONLY. TEMPORARY BRACING TO SUPPORT LATERAL LOADS DURING CONSTRUCTION IS THE CONTRACTOR’S RESPONSIBILITY. 3. LEGEND OF ABBREVIATIONS: ADD. or ADD'L........................................................................ ADDITIONAL ALT......................................................................................... ALTERNATE ANCH..................................................................................... ANCHOR APPROX................................................................................ APPROXIMATE ARCH. ................................................................................... ARCHITECT(URAL) B or BOTT.............................................................................. BOTTOM B/ ........................................................................................... BOTTOM OF BFE......................................................................................... BOTTOM OF FOOTING ELEVATION BM .......................................................................................... BEAM BS............................................................................................ BOTH SIDES COL. ....................................................................................... COLUMN CONC ..................................................................................... CONCRETE CONT ..................................................................................... CONTINUOUS C.J. ......................................................................................... CONTROL JOINT CLR ........................................................................................ CLEAR DIA ......................................................................................... DIAMETER DTL ........................................................................................ DETAIL DWG or DWG's ..................................................................... DRAWINGS DWL's .................................................................................... DOWELS EA .......................................................................................... EACH E.F. ........................................................................................ EACH FACE E.J. ......................................................................................... EXPANSION JOINT EL ........................................................................................... ELEVATION ELEV ...................................................................................... ELEVATOR EOC ........................................................................................ EDGE OF CONCRETE EOD ........................................................................................ EDGE OF DECK EOS ........................................................................................ EDGE OF SLAB EQ ..........................................................................................EQUAL E.W. ........................................................................................ EACH WAY EXG or EXIST. ........................................................................EXISTING EXP .........................................................................................EXPANSION EXT ......................................................................................... EXTERIOR F/ .............................................................................................FACE OF FDN .........................................................................................FOUNDATION F.F. ..........................................................................................FAR FACE FFE ......................................................................................... FINISHED FLOOR ELEVATION FIN .......................................................................................... FINISHED FRM'G .....................................................................................FRAMING FS ........................................................................................... FOOTING STEP FTG. ........................................................................................FOOTING ga. ........................................................................................... GAUGE GALV ...................................................................................... GALVANIZED H.S. ......................................................................................... HEADED STUD I.F. ...........................................................................................INSIDE FACE INSUL.......................................................................................INSULATION INT........................................................................................... INTERIOR INV .......................................................................................... INVERT JT ............................................................................................ JOINT L .............................................................................................. LENGTH Ld ............................................................................................ DEVELOPMENT LENGTH LG ........................................................................................... LONG LL ............................................................................................ LIVE LOAD LLH ......................................................................................... LONG LEG HORIZONTAL LLV ......................................................................................... LONG LEG VERTICAL MAX. ....................................................................................... MAXIMUM MIN. ........................................................................................ MINIMUM MISC ...................................................................................... MISCELLANEOUS M.O. ....................................................................................... MASONRY OPENING MTL ........................................................................................ METAL N.F. ......................................................................................... NEAR FACE N.A. ......................................................................................... NOT APPLICABLE NTS .........................................................................................NOT TO SCALE o.c. .......................................................................................... ON CENTER OPNG ..................................................................................... OPENING O.H.......................................................................................... OPPOSITE HAND O.F. ......................................................................................... OUTSIDE FACE PSF ......................................................................................... POUNDS PER SQUARE FOOT PSI .......................................................................................... POUNDS PER SQUARE INCH R ............................................................................................. RADIUS/RISER R.D. ........................................................................................ ROOF DRAIN REINF .................................................................................... REINFORCING REQ'D .................................................................................... REQUIRED SCHED ................................................................................... SCHEDULE SECT. ..................................................................................... SECTION SEOR. .....................................................................................STRUCTURAL ENGINEER OF RECORD SF ........................................................................................... SQUARE FOOT SHT. ....................................................................................... SHEET SIM. ........................................................................................ SIMILAR S.O.G. .................................................................................... SLAB-ON-GRADE SP .......................................................................................... SPACING SPEC. ..................................................................................... SPECIFICATION S.S. ......................................................................................... STAINLESS STEEL STD .........................................................................................STANDARD STL ..........................................................................................STEEL STRUCT ................................................................................. STRUCTURE or STRUCTURAL SYM. ....................................................................................... SYMETRICAL SW .......................................................................................... SHEAR WALL T ..............................................................................................TOP T/ .............................................................................................TOP OF T/CONC. ................................................................................. TOP OF CONCRETE T&B ......................................................................................... TOP AND BOTTOM TEMP ......................................................................................TEMPERATURE TFE ......................................................................................... TOP OF FOOTING THK..........................................................................................THICK(NESS) TPE ......................................................................................... TOP OF PIER T/STL ...................................................................................... TOP OF STEEL ELEVATION TYP ......................................................................................... TYPICAL TWE ........................................................................................TOP OF WALL ELEVATION U.N.O. .....................................................................................UNLESS NOTED OTHERWISE VB............................................................................................ VAPOR BARRIER VERT. ..................................................................................... VERTICAL V.E.J. ...................................................................................... VERTICAL EXPANSION JOINT V.I.F. ....................................................................................... VERIFY IN FIELD V.S.C. ..................................................................................... VERTICAL SLIDE CLIP W ............................................................................................ WIDTH WP ......................................................................................... WORK POINT WWF ...................................................................................... WELDED WIRE FABRIC w/ ............................................................................................ WITH MISCELLANEOUS NOTES MASONRY NOTES 1. ALL MASONRY CONSTRUCTION SHALL CONFORM THE "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" TMS 402/602 - 16. 2. ALL CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH TWO (2) CELLS AND CONFORM TO ASTM C 90. 3. ALL MORTAR SHALL CONFORM TO ASTM C 270. 4. ALL GROUT SHALL CONFORM TO ASTM C 476. 5. THE MINIMUM SPECIFIED NET AREA COMPRESSIVE STRENGTH OF MASONRY ( f' m ) SHALL BE 2,000 PSI AND SHALL CONSIST OF THE FOLLOWING COMPONENTS: a .CONCRETE MASONRY UNITS.................................3,250 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH b. PORTLAND CEMENT MORTAR........................................................................TYPE S c. GROUT...........................................2,000 PSI MINIMUM COMPRESSIVE STRENGTH 6. GROUT ALL REINFORCED BLOCK CORES AND BLOCKS CORES BELOW FINISHED GRADE TO BE GROUTED SOLID WITH GROUT NOTED ABOVE. 7. MASONRY REINFORCING BARS SHALL BE ASTM A615 GRADE 60 ( Fy = 60 KSI) DEFORMED. 8. CONCRETE MASONRY CONSTRUCTION TO BE OBSERVED AND TESTED BY AN INDEPENDENT TESTING LABORATORY. ROOF METAL DECK NOTES 1. STEEL DECK MANUFACTURER SHALL BE MEMBER OF THE STEEL DECK INSTITUTE (SDI). 2. METAL ROOF DECK SHALL CONFORM WITH THE FOLLOWING UNLESS NOTED OTHERWISE: ASTM A653 GR. 50 HOT-DIPPED GALVANIZED WITH G90 COATING COORDINATE METAL ROOF DECK THAT IS EXPOSED TO VIEW WITH ARCHITECTURAL DRAWINGS AND PROVIDE FACTORY PRIMER ON UNDERSIDE AS REQUIRED. 3. METAL DECK AS DEFINED ON THE DRAWINGS USE VULCRAFT PROFILES AS A BASIS OF DESIGN. ALTERNATIVE METAL DECK MANUFACTURERS WITH METAL DECK PROFILES THAT MEET OR EXCEED THE SPECIFIED PROFILE PROPERTIES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW WITH APPLICABLE ICC-ES REPORTS. 4. PROVIDE REINFORCING CHANNELS, STANDARD CLOSURES, CANT STRIPS, SUMP PANS, AND OTHER ACCESSORIES AS REQUIRED EVEN IF NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. PROVIDE BEARING ANGLES WELDED TO COLUMNS AS REQUIRED TO SUPPORT METAL DECK. 5. ONE OPENING PER DECK SHEET, 6" OR LESS IN DIAMETER IS PERMISSIBLE. HOLES LARGER THAN 6" IN DIAMETER OR MORE THE ONE HOLE PER DECK SHEET REQUIRES REINFORCING PER SDI. HOLES LARGER THAN 12" REQUIRE A STEEL FRAME PER DETAILS A2/S-311. A. SITE PREPARATION OF BUILDING PAD IT IS ANTICIPATED THAT MUCH OF THE SPOIL FROM REQUIRED EXCAVATIONS MIGHT BE RE-USABLE AS GENERAL SITE PREPARATION STRUCTURAL BACKFILL. RE-USABLE MATERIAL MUST BE CULLED OF ORGANICS AND MATERIAL GREATER THAN 4 INCHES, HAVE LABORATORY SIEVE AND MODIFIED PROCTOR (ASTM D1557 ) TEST RESULTS AVAILABLE FOR EVALUATION AND APPROVAL BY THE GEOTECHNICAL ENGINEER AND TO THE COMPACTION FIELD TESTING AGENCY. 1. RE-ROUTE SURFACE DRAINAGE AWAY FROM BUILDING AREAS. 2. WITHIN PROPOSED BUILDING FOOTPRINT AND TO AT LEAST 5 FT BEYOND, STRIP TOPSOIL AND LOWER GRADES TO AT LEAST 6 FT BELOW DESIGN FINISHED FLOOR. IF BURIED STRUCTURES, BOULDERS, OR OTHER OBJECTIONABLE MATERIAL IS ENCOUNTERED, REMOVE AS REQUIRED FOR APPROPRIATE RE- USE AS STRUCTURAL FILL. AS IS APPROPRIATE, STOCKPILE EXCAVATION SPOIL FOR FUTURE REUSE OR REMOVE FROM SITE. 3. AT THE EXCAVATION LEVEL, IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER’S REPRESENTATIVE, IMPROVE EXPOSED SUBGRADE BY SURFACE COMPACTION WITH A VIBRATORY COMPACTOR HAVING STATIC WEIGHT OF AT LEAST 12,000 LBS. IF COMPACTIVE EFFORT DESTABILIZES THE SUBGRADE, FOLLOW INSTRUCTIONS OF THE ENGINEER’S REPRESENTATIVE FOR ALTERNATIVE COMPACTION METHODS. ALTERNATIVES MAY INCLUDE PROVIDING A LAYER OF CRUSHED STONE TO MAINTAIN SUBGRADE STABILITY DURING COMPACTION. 4. REPAIR UNSTABLE OR UNCOMPACTIBLE AREAS DISCLOSED BY COMPACTION AND/OR AS DIRECTED BY THE ENGINEER’S REPRESENTATIVE, BY UNDERCUTTING AND REPLACING WITH WELL-COMPACTED STRUCTURAL FILL. 5. STRUCTURAL FILL FOR GENERAL SITE PREPARATION TO CONSIST OF IMPORTED SOIL CONFORMING TO NYSDOT SPECIFICATION ITEM 733-11 SELECT GRANULAR FILL, OR APPROVED ON-SITE SPOIL. COMPACT STRUCTURAL FILL TO AT LEAST 93 PERCENT OF THE MAXIMUM MODIFIED PROCTOR DENSITY AS DETERMINED BY ASTM D1557 PROCEDURES. B. FOOTINGS 1. FOOTINGS REQUIRING PROTECTION FROM FROST HEAVE MUST BEAR AT LEAST 4 FT BELOW FINISHED GRADE OR ON NON-FROST-SUSCEPTIBLE MATERIAL THAT EXTENDS TO THAT DEPTH. 2. FOOTINGS MUST BEAR OVER AT LEAST 1 FT OF IMPORTED STRUCTURAL FILL. IMPORTED STRUCTURAL FILL FOR FOOTINGS MAY BE PLACED OVER THE STRUCTURAL FILL USED FOR GENERAL SITE PREPARATION. 3. BEFORE PLACING BACKFILL OR CONSTRUCTING FOOTINGS, COMPACT EXPOSED SUBGRADE TO FULL STABILITY IN THE PRESENCE OF, AND AS DETERMINED BY, THE ENGINEER’S REPRESENTATIVE. 4. REPAIR UNSTABLE OR UNCOMPACTIBLE AREAS DISCLOSED BY COMPACTION AND/OR AS DIRECTED BY THE ENGINEER’S REPRESENTATIVE, BY UNDERCUTTING AND REPLACING WITH IMPORTED STRUCTURAL FILL FOR FOOTINGS. 5. PROPORTION FOOTINGS FOR AN ALLOWABLE NET BEARING STRESS OF 2 KSF. USE MINIMUM DIMENSIONS OF 2 FT FOR CONTINUOUS FOOTINGS, AND 3 FT FOR COLUMN FOOTINGS. 6. STRUCTURAL FILL FOR FOOTING CONSTRUCTION TO CONSIST OF IMPORTED CRUSHED STONE CONFORMING TO NYSDOT SPECIFICATION ITEM 733-04 SUBBASE COURSE TYPE 2 OR 4 COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM MODIFIED PROCTOR DENSITY AS DETERMINED BY ASTM D1557. C. CONCRETE SLAB-ON-GRADE FLOORS 1. CONSTRUCT CONCRETE SLAB-ON-GRADE FLOORS ON A SUBBASE CONSISTING OF AT LEAST 6 INCHES OF CRUSHED STONE CONFORMING TO NYSDOT SPECIFICATION FOR ITEM 733-04 SUBBASE COURSE TYPE 2 COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM MODIFIED PROCTOR DENSITY AS DETERMINED BY ASTM D1557. 2. BEFORE PLACING SUBBASE, PROOFROLL SUBGRADE WITH A VIBRATORY COMPACTOR HAVING STATIC WEIGHT OF AT LEAST 12,000 LBS IN THE PRESENCE OF THE ENGINEER’S REPRESENTATIVE. REPAIR UNSTABLE AREAS BY UNDERCUTTING AND REPLACING WITH WELL-COMPACTED CRUSHED STONE SUBBASE MATERIAL. 3. DESIGN CONCRETE FLOOR SLAB BASED ON A SUBGRADE MODULUS OF 150 PCI. 4. PROVIDE VAPOR BARRIER BENEATH SLAB IF IMPERMEABLE FLOOR FINISHES ARE USED. D. BUILDING ENTRIES 1. TO PRECLUDE JAMMING OF OUT SWINGING DOORS FROM FROST HEAVE, ENTRY SLABS WITHIN DOOR SWING AREAS SHOULD BE BACKFILLED WITH NON-FROST- SUSCEPTIBLE MATERIAL TO DEPTH OF AT LEAST 4 FT. NON-FROST- SUSCEPTIBLE MATERIAL WOULD CONSIST OF CRUSHED STONE CONFORMING TO NYSDOT STANDARD SPECIFICATION ITEM 733-04 SUBBASE COURSE TYPE 2. E. SPECIAL INSPECTIONS WE RECOMMEND THAT THE OWNER PROVIDE THESE SPECIAL INSPECTIONS IN ACCORDANCE WITH NYS BUILDING CODE SECTION 1704.7: 1. BEFORE REPAIRING SUBGRADE, RAISING GRADES, OR CONSTRUCTING FOOTINGS, CONFIRM SUITABILITY AND STABILITY OF SUBGRADE SOIL. 2. BEFORE PLACEMENT OF STRUCTURAL FILL AND BACKFILL, CONFIRM SUITABILITY OF FILL MATERIAL, AND PLACEMENT AND COMPACTION METHODS. PERFORM COMPACTION TESTING AND DOCUMENT RESULTS TO VERIFY PROPER COMPACTION. 3. DURING GROUND COMPACTION, CONFIRM THAT EQUIPMENT, MATERIALS, AND PROCEDURES CONFORM TO REQUIREMENTS. GEOTECHNICAL NOTES Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 4 / 2 0 2 5 3 : 4 0 : 3 7 P M S-001 GENERAL NOTES 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 AE Cayuga Medical Center MM ISSUED FOR PERMIT NO SCALE SCALE: A5 MASONRY NOTES NO SCALE SCALE: A3 BAR DEVELOPMENT LENGTH SCHED. NO SCALE SCALE: B1 ROOF METAL DECK NOTES NO SCALE SCALE: C2 GENERAL DESIGN NOTES NO SCALE SCALE: C3 SUBMITTAL NOTES NO SCALE SCALE: B5 MISCELLANEOUS NOTES NO SCALE SCALE: A2 SPECIAL INSPECTIONS NO SCALE SCALE: C1 CODE COMPLIANCE NOTES NO SCALE SCALE: A4 CAST-IN-PLACE CONCRETE NOTES NO SCALE SCALE: B2 STRUCTURAL STEEL NOTES NO SCALE SCALE: B6 GEOTECHNICAL NOTES No. Description Date FOUNDATION PLAN NOTES: 1. TOP OF CONCRETE SLAB ON GRADE ELEVATION 0'-0" REFERENCED (+/-) FROM FINISHED FLOOR ELEVATION. (DATUM ELEVATION = 807.5') 2. TOP OF FOOTING ELEVATION (TFE) REFERENCED (+/-) FROM FINISHED FLOOR ELEVATION 0'-0". 3. TOP OF MAT SLAB ELEVATION (T/MAT) REFERENCED (+/-) FROM FINISHED FLOOR ELEVATION 0'-0". 4. FLOOR CONSTRUCTION: TYP. (U.N.O.) IS 5" THICK CONCRETE SLAB ON GRADE, REINFORCED WITH 6 x 6 - W2.1 x W2.1 W.W.F. SEE DETAIL D2/S-301 FOR INFORMATION. 5. 'F##' - DENOTES FOOTING DESIGNATION, SEE FOOTING SCHEDULE ON SHEET S-101 FOR SIZE AND REINFORCING. 6. FOR COLUMN INFORMATION, SEE COLUMN SCHEDULE SHEET A1/S-501. 7. 'C.J.' - DENOTES SLAB CONTROL AND/OR CONSTRUCTION JOINT. SEE DETAIL D2/S-301. 8. 'FS' - DENOTES FOOTING STEP, SEE DETAIL C1/S-301. 9. COORDINATE EQUIPMENT PAD DIMENSIONS WITH ARCHITECTURAL AND ELECTRICAL DRAWINGS. A A B B C C D D E E 1 1 2 2 3 3 21 ' - 1 0 " 2 1 ' - 1 0 " 25' - 6" 22' - 0" 21' - 0" 25' - 6" 22' - 0" 21' - 0" 30' - 6"6" F50 F50 F50 TFE=( -1' - 0" )TFE=( -1' - 0" )TFE=( -1' - 0" ) 8' - 2 1/4" 10' - 0" 7' - 4" 12 ' - 3 " 11 ' - 9 " 4' - 8 1/4" 10' - 0" 7' - 4" 4' - 8 1/4" 10' - 0" 6' - 4" F. S . 36" THICK MAT REINF.: #5 @ 12" o.c. TOP & BOTT. 36" THICK MAT REINF.: #5 @ 12" o.c. TOP & BOTT. 36" THICK MAT REINF.: #5 @ 12" o.c. TOP & BOTT. F.S. T/MAT EL. (+6") T/MAT EL. (+6") T/MAT EL. (+6") 30' - 6" 21 ' - 1 0 " 2 1 ' - 1 0 " F. S . F.S. TFE=( -4' - 6" ) TFE=( -5' - 6" ) TFE=( -6' - 6" )TFE=( -6' - 6" )TFE=( -5' - 0" ) TFE=( -4' - 0" ) TFE=( -5' - 0" ) A1 S-301 A1 S-301 A1 S-301 A1 S-301 B1 S-301 A1 S-301 C2 S-301 C2 S-301 7' - 6" ± 21 ' - 0 " ± 6' - 4 " 1 ' - 6 " 3' - 6 " 3 ' - 4 " F.S. (6) 8" ⌀x 4'-0" DEEP SONOTUBE FOUNDATIONS COORD. LOCATIONS w/ STAIR MANUFACTURER S-311 A5 B1 S-301 B1 S-301 F. S . 1' - 0 " 13' - 6" C.J. 2' - 0" 27' - 6" 3' - 0" 15 ' - 6 " 3' - 0 " 6' - 4" 1' - 8" 6" HOUSEKEEPING PAD COORD. LOCATION WITH ELECTRICAL EQUIPMENT C.J. C.J. C. J . C. J . C. J . C. J . C. J . C. J . C. J . 6" 6" 6" 6" 6" 6" TYP . TYP . TYP . TYP . TYP . B3 S-301 B2 S-301 B2 S-301 C.J. C.J. C.J. C. J . C. J . C. J . C. J . C. J . C. J . C. J . C.J. C.J. C.J. C.J. C.J. MATCH C.J. IN PAD C.J. A5 S-301 TYP . A2 S-301 TYP . Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 4 / 2 0 2 5 3 : 4 0 : 3 7 P M S-101 FIRST FLOOR/FOUNDATION PLAN 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 AE Cayuga Medical Center MM ISSUED FOR PERMIT SCALE: 3/16" = 1'-0"A3 FOUNDATION PLAN FOOTING SCHEDULE MARK LENGTH WIDTH THICKNESS REINFORCING STEEL F50 5' - 0" 5' - 0" 1' - 6" (6) #5 Bars E.W., BOTT. No. Description Date A A B B C C D D E E 1 1 2 2 3 3 21 ' - 1 0 " 2 1 ' - 1 0 " 25' - 6" 22' - 0" 21' - 0" 25' - 6" 22' - 0" 21' - 0" 30' - 6" 21 ' - 1 0 " 2 1 ' - 1 0 " W1 8 x 4 0 W 1 8 x 4 0 W1 8 x 4 0 W 1 8 x 4 0 W1 8 x 4 0 W 1 8 x 4 0 W16x26 W14x22 W14x22 W16x26 W14x22 W14x22 W16x26 W16x26 W14x22 W14x22 W14x22 W14x22 W16x26 W16x26 W14x22 W14x22 W16x26 W16x26 W14x22 W14x22 W16x26 W16x26 W14x22 W14x22 W16x26 ( -7 1/2" ) ( -7 1/2" ) ( -7 1 / 2 " ) ( -7 1 / 2 " ) R.D. W1 2 x 1 4 W1 2 x 1 4 W1 2 x 1 4 W1 2 x 1 4 30' - 6" ( -7 1/2" )( -7 1/2" ) ( -7 1 / 2 " ) ( -7 1 / 2 " ) R.D. RO O F DE C K RO O F DE C K RO O F DE C K RO O F DE C K B1 S-311 C1 S-311 B1 S-311 W16x26 W16x26 W1 2 x 1 4 W1 2 x 1 4 4 E Q U A L S P A C E S 21 ' - 1 0 " 4 ' - 4 1 / 2 " 4 ' - 4 1 / 2 " 7 ' - 6 " 5 ' - 7 " 6 " 6" 6" 6" 6" 6"6" FUTURE OPENING S-311 A5 MLMLML W12x14 W12x14 W12x14 W12x14W12x14 W12x14 W16x26 C1 S-311 B1 S-311 TYP. 120° EXHAUST STACK EXHAUST STACK A3 S-311 3 E Q U A L S P A C E S 16 ' - 3 " 5 ' - 7 " A3 S-311 W12x14 C4 S-311 C4 S-311 EXHAUST FAN TYP . TYP . TYP . TYP . TYP . GUY WIRE, TYP. ROOF PLAN NOTES: 1. TOP OF STEEL ELEVATION = +18'-0" UNLESS NOTED (+/-) THEREFROM. 2. ROOF CONSTRUCTION : 1 1/2"-22GA TYPE B GAGE WIDE RIBBED. FASTEN DECK WITH 5/8" ⌀PUDDLE WELDS @ 12" o.c. & FASTEN SIDELAPS WITH #10 TEK SCREWS @ MIDSPAN. 3. ROOF STEEL IS TO SLOPE UNIFORMILY BETWEEN ELEVATIONS SHOWN ON PLANS. 4. ' R.D. ' - DENOTES ROOF DRAIN. COORDINATE ROOF PENETRATIONS WITH ARCHITECTURAL AND MEP DRAWINGS. SEE DETAIL A2/S-311. 5. VERIFY SIZE, LOCATION AND QUANTITY OF ALL ROOF OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. SEE TYP. ROOF OPENING DETAIL A2/S-311. 6. ' ML ' - DENOTES MASONRY LINTEL LOCATIONS. REFER TO DETAIL / SCHEDULE D1/S-311. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 4 / 2 0 2 5 3 : 4 0 : 3 7 P M S-102 ROOF FRAMING PLAN 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 AE Cayuga Medical Center MM ISSUED FOR PERMIT SCALE: 3/16" = 1'-0"A3 ROOF FRAMING PLAN No. Description Date CL. 3" C L . (T Y P . ) SE E F T G . S C H E D . FO R R E I N F . I N F O . CO N C . S L A B W I T H W. W . F . , S E E P L A N NO T E S 1/ 2 " C O M P R E S S I B L E FI L L E R VA P O R B A R R I E R SE E F T G . S C H E D U L E 3" EQ U A L E Q U A L W. C O L . , R E F E R T O P L A N & C O L U M N S C H E D . F O R S I Z E AN D B A S E I N F O R M A T I O N . 1' - 0" 2'-0" S Q . MIN. , T Y P . FO R M E D S L A B IS O L A T I O N J O I N T FI L L W I T H CO N C R E T E S. J . S . J . S.J. S.J. 1/ 2 " C O M P R E S S I B L E FI L L E R ( T Y P . ) SEE SCHED. CO A T S T E E L w / A S P H A L T I C MA S T I C B E L O W S L A B T. F . E . S E E FD N P L A N SUBBASE WW F VA P O R B A R R I E R NO B A R P A R A L L E L T O J O I N T OR NOTES SEE PLAN TYP. 1 1/2" (A ) - S L A B C O N S T R U C T I O N J O I N T ( C J ) D E T A I L (B ) - S L A B D E P R E S S I O N D E T A I L (C ) - S L A B R E - E N T R A N T C O R N E R D E T A I L (D ) - S L A B C O N T R O L J O I N T ( C J ) D E T A I L SL A B - O N - G R A D E N O T E S : 1. W W F - D E N O T E S 6 x 6 - W 2 . 9 x W 2 . 9 W E L D E D W I R E FA B R I C ( U . N . O . ) 2. S U B B A S E D E N O T E S M I N . C O M P A C T E D S U B B A S E . RE F E R T O S P E C I F I C A T I O N F O R S U B B A S E M A T E R I A L . TYP. 1 1/2"SUBBASE 1' - 0 " WW F VA P O R B A R R I E R SEE FDN PLAN SLAB DEPRESSION OR NOTES SEE PLAN SA W C U T C J SA W C U T C J 1/ 8 " W x 1 1 / 4 " D DI S C O N T I N U E WW F @ J O I N T SUBBASE WW F VA P O R B A R R I E R TYP. 1 1/2" OR NOTES SEE PLAN (2 ) # 4 B A R S x 3 ' - 0 " L G @ 2 " F R O M T O P O F S L A B ED G E O F C O N C R E T E SL A B - O N - G R A D E LA P 5" M I N . CO N C . S L A B SE E P L A N 6" ME C H . U N I T C O N C . HO U S E K E E P I N G P A D RO U G H E N S U R F A C E T O 1/ 4 " A M P L I T U D E & A P P L Y BO N D I N G A G E N T 1 1/2" CVR #4 D O W E L S @ 1 2 " o . c . EM B E D . 3 " w / E P O X Y CH A M F E R E D G E WW F 1' - 0" SEE PLAN 9" 1 ' - 0 " 9 " 2' - 6 " 1 1 / 2 " C L . 3" CL. (T Y P . ) 3" C L . (T Y P . ) #5 H O R I Z . @ 1 2 " o . c . EA . F A C E DW L . ' S I N T O F T G . TO M A T C H V E R T . RE I N I F . (3 ) # 5 C O N T . #4 @ 2 4 " o . c . FI N I S H E D G R A D E BY O T H E R S CO N C . S L A B W I T H W. W . F . , S E E P L A N N O T E S 1/ 2 " C O M P R E S S I B L E FI L L E R #4 U - B A R C A P S @ 1 2 " o . c . VA P O R B A R R I E R #5 V E R T . @ 1 2 " o . c . , EA C H F A C E 12 " R E I N F . I N S U L CM U B L O C K #5 @ 2 4 " o . c . 6" SEE DETAIL D2/S-301 S.O.G. CONSTR. 2' - 0" #5 D O W E L S @ 2 4 " o . c . #5 x 4 ' - 0 " L G E. F . T Y P . (2 ) # 5 E . F . TY P . SL E E V E TH R U W A L L TY P . 1' - 0 " MAX. 1'-0" CA U L K JO I N T (2 ) # 5 E . F . TY P . #5 x 4 ' - 0 " L G - E . F . @ E A . C O R N E R MAX. 1' - 0" TY P . 1' - 0 " NO T E : VE R I F Y L O C A T I O N S & S I Z E S O F O P N G S w / M E P D W G S . CO R N E R B A R S T O M A T C H H O R I Z . RE I N F . I N S I Z E & S P A C I N G MA T C H V E R T . R E I N F . (2 ) # 5 B A R S M I N . @ C O R N E R CL A S S ' B ' S P L I C E CLASS 'B' SPLICE W. C O L . , R E F E R T O P L A N & C O L U M N S C H E D . F O R S I Z E AN D B A S E I N F O R M A T I O N . CL. 3" C L . (T Y P . ) SE E F T G . S C H E D . FO R R E I N F . I N F O . CO N C . S L A B W I T H W. W . F . , S E E P L A N NO T E S 1/ 2 " C O M P R E S S I B L E FI L L E R VA P O R B A R R I E R SE E F T G . S C H E D U L E 3" EQ U A L E Q U A L 1' - 0"SEE SCHED. 6" UN I S O R B I B - 5 0 0 - B 1 RE I N F . S E E F D N P L A N 3 / 4 " C H A M F E R CO A T S T E E L w / A S P H A L T I C MA S T I C B E L O W S L A B T. F . E . S E E FD N P L A N SE E P L A N FI N . G R A D E SE E S I T E CO N C . S L A B w / W . W . F . , SE E P L A N N O T E S 1/ 2 " C O M P R E S S I B L E FI L L E R VA P O R B A R R I E R SEE PLAN1' - 0" PR E F A B R I C A T E D ST A I R A S S E M B L Y BY O T H E R S DO O R , S E E A R C H . 6" FD N W A L L & F O O T I N G RE F E R T O A 1 / S - 3 0 1 FO R I N F O . N O T S H O W N SEE DETAIL D2/S-301 S.O.G. CONSTR. 1' - 0" SEE PLAN FI N I S H E D G R A D E BY O T H E R S CO N C . S L A B w / W . W . F . , S E E P L A N N O T E S VA P O R B A R R I E R 12 " R E I N F . I N S U L C M U BO N D B M . , ( 1 ) # 5 C O N T . 6" HS S P O S T , SE E E L E V A T I O N (1 ) 1 / 2 " E X P A N S I O N AN C H O R E A . S I D E . EM B E D . 5 " 12 " I N S U L C M U B L O C K L4 x 4 x 1 / 4 x 6 " L G . E A . S I D E w/ ( 1 ) 3 / 4 " T H R U - B O L T FD N W A L L & F O O T I N G RE F E R T O A 1 / S - 3 0 1 F O R IN F O . N O T S H O W N SEE DETAIL D2/S-301 S.O.G. CONSTR. #5 D O W E L S @ 2 4 " o . c . 90 ° H O O K @ T O P 2' - 0" (M I N . T Y P . ) 36 B A R D I A . MI N . 1 ' - 0 " FOR TFE VARIES SEE PLAN (MIN. TYP.) 36 BAR DIA. 3" CLR FT G R E I N F . S E E SE C T ' s F O R I N F O . F. S . TF E S E E PL A N ( T Y P . ) NO T E S : 1. F . S . - D E N O T E S F O O T I N G S T E P , S E E F O U N D A T I O N P L A N F O R L O C A T I O N S . 2. F O R T O P & B O T T O M R E I N F O R C I N G , S E E S E C T I O N S . 1 3 CO N C . S L A B W I T H W. W . F . , S E E P L A N N O T E S FD N W A L L & F O O T I N G RE F E R T O A 1 / S - 3 0 1 FO R I N F O . N O T S H O W N #4 D W L @ 1 2 " o . c . BE N D I N F I E L D AS S H O W N SI T E S L A B SE E S I T E D W G S #4 D W L @ 1 2 " o . c . BE N D I N F I E L D A S S H O W N (1 ) # 5 B A R C O N T . 8" CO O R D . w / A R C H SEE DETAIL D2/S-301 S.O.G. CONSTR. NO S C A L E S C A L E : C1 TY P . F O O T I N G S T E P D E T A I L NO S C A L E S C A L E : D2 TY P . S L A B - O N - G R A D E D E T A I L S NO S C A L E SC A L E : A3 TY P . C O N C . W A L L O P E N I N G D E T A I L NO S C A L E S C A L E : A4 TY P . C O N C R E T E W A L L RE I N F . P L A N D E T A I L SC A L E : 1/ 2 " = 1 ' - 0 " B2 FO U N D A T I O N D E T A I L SC A L E : 1/ 2 " = 1 ' - 0 " A1 FO U N D A T I O N D E T A I L NO S C A L E S C A L E : C2 TY P . M E C H . P A D D E T A I L NO S C A L E S C A L E : A2 TY P . I N T E R I O R F O O T I N G D E T A I L St r u c t u r a l : Jo h n P . S t o p e n E n g i n e e r i n g , L L P 45 0 S o u t h S a l i n a S t r e e t PO B o x 2 9 , S u i t e 4 0 0 Sy r a c u s e , N Y 1 3 2 0 1 31 5 . 4 7 2 . 5 2 3 8 3 1 5 . 4 7 2 . 8 4 3 0 F a x Ci v i l / L a n d s c a p e : T. G . M i l l e r , P . C . - E n g i n e e r s a n d S u r v e y o r s 60 5 W e s t S t a t e S t r e e t , S u i t e A I t h a c a , N Y 1 4 8 5 0 60 7 . 2 7 2 . 6 4 7 7 ww w . t g m i l l e r p c . c o m Co p y r i g h t 2 0 2 4 , D w y e r A r c h i t e c t u r a l , L L C Sh e e t T i t l e Pr o j e c t N o . Dr a w n B y : Sh e e t N o . Pr o j e c t I n f o r m a t i o n A r e d s e a l a n d a b l u e s i g n a t u r e i n d i c a t e s a n or i g i n a l d o c u m e n t . ww w . d w y e r a r c h . c o m RO C H E S T E R 85 A l l e n S t r e e t , S u i t e 2 1 0 Ro c h e s t e r , N Y 1 4 6 0 8 SY R A C U S E 12 0 E a s t W a s h i n g t o n S t r e e t , S u i t e 8 2 2 Sy r a c u s e , N Y 1 3 2 0 2 ph : 3 1 5 . 4 7 3 . 1 8 0 0 Is s u e D a t e : No t e : Pe r N Y S E D O f f i c e o f t h e P r o f e s s i o n s C o m m i s i o n e r ' s Re g u l a t i o n s P a r t 6 9 . 5 b , i t i s a v i o l a t i o n o f t h e l a w f o r a n y pe r s o n , u n l e s s a c t i n g u n d e r t h e d i r e c t i o n o f a l i c e n s e d a c t i n g un d e r t h e d i r e c t i o n o f a l i c e n s e d a r c h i t e c t , t o a l t e r i n a n y wa y a n i t e m b e a r i n g t h e s e a l o f a n a r c h i t e c t . Co n s u l t a n t s Re v i e w e r : Cl i e n t P r o j e c t N o . CO N N o . : Ke y P l a n M/ E / P : I P D E n g i n e e r i n g 10 1 N . S a l i n a S t Sy r a c u s e , N Y 1 3 2 0 2 31 5 . 4 2 3 . 0 1 8 5 4 3 2 1 DA 5 B C7/14/2025 3:40:38 PM S- 3 0 1 FO U N D A T I O N SE C T I O N S & D E T A I L S 24 - 0 5 4 Em e r g e n c y G e n e r a t o r Pr o j e c t 10 1 H a r r i s B . D a t e s D r i v e It h a c a , N Y 1 4 8 5 0 18 J U L Y 2 0 2 5 AE Ca y u g a M e d i c a l Ce n t e r MM IS S U E D F O R P E R M I T NO S C A L E S C A L E : A5 SE C T I O N SC A L E : 1/ 2 " = 1 ' - 0 " B3 FO U N D A T I O N D E T A I L SC A L E : 1/ 2 " = 1 ' - 0 " B1 FO U N D A T I O N D E T A I L No . D e s c r i p t i o n D a t e VERTICAL SECTION SP L I C E L A P 48 d b O R 2 4 " M I N . GR O U T L I F T G R O U T L I F T CMU REINF. LAP LENGTH BAR SIZE LAP LENGTH #5 3'-9" 1" K E Y METAL LATH (AS GROUT STOP) HORIZ. REINF. IN BOND BEAM (TYP.) #5 @ 24", U.N.O. HOLD GROUT DOWN 1" FROM HORIZ. MORTAR JOINT TO FORM KEYED JOINT BETWEEN GROUT LIFTS HORIZ. JOINT REINF. @ 16" o.c. CONT. #5 VERT. GROUT CORE SOLID PREFORMED JOINT FILLER CONT. #5 VERT. GROUT CORE SOLID STOP HORIZ. JOINT REINF. @ CONTROL JOINT SPECIAL CONTROL JOINT UNITS BACKER ROD EA. SIDE JOINT SEALANT, EA. SIDE TY P . 48 d b L A P @ INTERSECTION @ END@ CORNER TYP. 48db LAP #7 VERT. MIN. SEE JAMB DETAILS FOR ADD'L REINF. #3 U-BAR NOTE 'A' NOTE 'A' TYP. L-BARS TO MATCH BOND BEAM BARS IN SIZE & AMOUNT CORNER BARS TO MATCH BOND BEAM BARS IN SIZE & AMOUNT NOTE 'A' TYP. 18" 18" NOTES: A. SEE WALL SECTIONS & ELEVATIONS FOR ADD'L REINF. T.O.S. EL. SEE PLAN 12" INSUL CMU WALL 8" BOND BEAM x 48" LG. (MIN.) REINF. w/ (1) #5 BAR CENTER UNDER BEAM BRG BEARING PLATE SCHEDULE 1/4" x1" x (Bf + 2") ROCKER PLATE. TACK WELD & CENTER ON BRG. PLATE NOTE: FLOOR / ROOF CONSTRUCTION NOT SHOWN FOR CLARITY. GROUT SOLID ALL BLOCK CORES UNDER BEAM BRG. SEE TYP. BEAM BEARING IN MASONRY WALL EL. D4/S-311 BEARING PLATE, CENTERED ON WALL w/ (2) 3/4" Ø x 6" LG. HEADED STUDS. CUT BLOCK AS REQ'D TO FLUSH OUT PLATE w/ COURSING. SEE SCHEDULE BELOW FOR INFO. 8" CMU WALL 10" CMU WALL 12" CMU WALL BEAM SIZE W12 W16 W18 BRG. PLATE SIZE BRG. PLATE SIZE BRG. PLATE SIZE 1/2" x 6" x 0'-8" 1/2" x 6" x 0'-10" 1/2" x 6" x 1'-0" 1/2" x 8" x 0'-8" 1/2" x 8" x 0'-10" 1/2" x 8" x 1'-0" 1/2" x 10" x 0'-8" 1/2" x 10" x 0'-10" 1/2" x 10" x 1'-0" 2" RIGID INSULATION 2" SOAP BLOCK #5 BAR IN BOND BEAM CMU WALL FILL AREA BETWEEN BEAM & CMU BLOCK SOLID w/ CONC. AS REQ'D. NOTE: ROOF CONSTRUCTION NOT SHOWN FOR CLARITY. @ W16 = 2'-8" @ W18 = 4'-0" @ W 1 6 = 1 ' - 4 " @ W 1 8 = 2 ' - 0 " FILL ALL CORES SOLID w/ GROUT THIS AREA A SPAN 'L' DE P T H BRG BRG BOTT. REINF. ADD (1) #5 FULL HEIGHT & GROUTED SOLID FOR ALL 'L' A SECTION WIDTH DE P T H CL R 1 1 / 2 " BOTT. REINF. NOTE: 1. USE MASONRY LINTEL SCHEDULE UNLESS OTHERWISE NOTED. SPAN 'L' MASONRY LINTEL SCHEDULE 1'-4" TO 7'-0" WIDTH DEPTH 'BRG'BOTT. REINF. 12" 16"8" (2) #5 BAR NOTES: 1. SEE FRAMING PLAN FOR BEAM SIZES. 2. ROOF DECK NOT SHOWN FOR CLARITY. PROVIDE @ ROOF HATCH, SMOKE VENTS, ROOF DRAINS & MECH. OPENINGS. L3 1/2x3 1/2x5/16 (x4 SIDES) FOR SIZE & LOCATION. ROOF OPENING SEE ARCH. / MECH. DWGS CLIP L6x4x3/8x0'-6" LG. LLH (TYP.) SEE FRAMING PLAN FOR BEAM SPACING TYP. TYP. CONT. L6x4x3/8 w/ 1/2" ⌀ EXPANSION ANCHOR @ 18" o.c. 12" REINF. INSUL CMU BLOCK ROOFING PER ARCH. METAL ROOF DECK SEE FRM'G PLAN FOR INFO. CONT. BOND BEAM w/ (1) CONT. #5 BAR GROUT SOLID TOP COURSE CONT. L6x4x3/8 w/ 1/2" ⌀ EXPANSION ANCHOR @ 18" o.c. 12" REINF. INSUL CMU BLOCK ROOFING PER ARCH. METAL ROOF DECK SEE FRM'G PLAN FOR INFO. CONT. BOND BEAM w/ (1) CONT. #5 BAR GROUT SOLID TOP COURSE S-311 A2 S-311 B3 S-311 C3 NOTES: 1. COORD. w/ MECH. ROOFING MATERIAL COORD. w/ ARCH. W BEAM, SEE PLAN GALV. 2" ⌀ SCHEDULE 40 PIPE 5/16 3/16 GALV. PLATE 1/2"x3x3" GALV. EYE BOLT w/ NUT THRU PLATE 1' - 0 " M A X 1/4" ⌀7x19 S.S. TYPE 304 AIRCRAFT CABLE GUY WIRE TURNBUCKLE DEVICE METAL ROOF DECK SEE FRM'G PLAN FOR INFO. 16 ga. STEEL COLLAR (3) BENT PLATE 16 ga. x 3" x 3" EQ. SPACED @ 120° AROUND COLLAR ABRASION COLLAR TO PROTECT GUY WIRE (TYP.) 1/4" ⌀7x19 S.S. TYPE 304 AIRCAFT CABLE GUY WIRE EXHAUST STACK COORD. w/ MECH 1/8 FIRST FLOOR 0" TOS ROOF 18' - 0" S-311 B5 TYP. S-311 B4 (1) #5 Bar GROUT JAMB FULL HEIGHT MASONRY LINTEL HEADER (2) #5 Bars IN BOND BEAM HSS4x4x1/4 HSS4x4x1/4 HS S 6 x 4 x 1 / 4 BOND BEAM SILL CONT. (1) #5 Bar B2 S-311 (1) #5 Bar GROUT JAMB FULL HEIGHT L4x4x1/4 x 6" LG. w/ 2" SLOTTED HOLE, TYP. HSS POST, SEE ELEVATION HSS BEAM SEE ELEVATION HSS BEAM SEE ELEVATION 1/4TYP. 3/4" ⌀THRU-BOLT, TYP. L4x4x1/4 x 6" LG. w/ 2" SLOTTED HOLE, TYP. 3/4" ⌀THRU-BOLT (INSTALL CENTERED IN SLOTTED HOLE), TYP. 1/2" EXPANSION ANCHOR, EMBED. 5", (TYP.) 12" INSUL CMU WALL FIRST FLOOR 0" TOS ROOF 18' - 0" ABCDE 14' - 0" 14' - 0"8' - 0" 6' - 8"14' - 0"8' - 0" HSS4x4x1/4 HSS4x4x1/4 HS S 6 x 4 x 1 / 4 HS S 6 x 4 x 1 / 4 HS S 6 x 4 x 1 / 4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 HSS4x4x1/4 TYP. S-311 C5 NOTES: 1. ' ' - DENOTES GROUT SOLID COURSE BLOCK. 2. COORD. OPENING DIM w/ ARCH. #5 BAR IN BOND BEAM CMU WALL FILL AREA BETWEEN BEAM & CMU BLOCK SOLID w/ CONC. AS REQ'D. NOTE: ROOF CONSTRUCTION NOT SHOWN FOR CLARITY. FILL ALL CORES SOLID w/ GROUT THIS AREA CONTROL JOINT COORD. w/ ARCH. #5 Bar EA. SIDE GROUT FULL 1' - 4" ± 2' - 0 " 3' - 4" CONT. BOND BEAM w/ (2) CONT. #5 BAR CONT. L6x4x3/8 w/ 1/2" ⌀ EXPANSION ANCHOR @ 18" o.c. GROUT SOLID TOP COURSE 12" REINF. INSUL CMU BLOCK ROOFING PER ARCH. METAL ROOF DECK SEE FRM'G PLAN FOR INFO. NO SCALE SCALE: A2 TYP. ROOF OPENING DETAIL NO SCALE SCALE: D1 MASONRY LINTEL SCHEDULE NO SCALE SCALE: D4 MASONRY BEAM BEARING DETAIL NO SCALE SCALE: D2 MASONRY BEAM BEARING DETAIL NO SCALE SCALE: D3 TYP. BOND BEAM PLAN DETAIL NO SCALE SCALE: A1 TYP. CMU VCJ DETAIL NO SCALE SCALE: D5 TYP. CMU REINFORCING DETAIL Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 4 / 2 0 2 5 3 : 4 0 : 3 9 P M S-311 FRAMING SECTIONS & DETAILS 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 AE Cayuga Medical Center MM ISSUED FOR PERMIT NO SCALE SCALE: B1 SECTION NO SCALE SCALE: C1 SECTION NO SCALE SCALE: A3 SECTION NO SCALE SCALE: B3 DETAIL NO SCALE SCALE: C3 DETAIL SCALE: 1/4" = 1'-0"C5 DETAIL @ OPENING SCALE: 1 1/2" = 1'-0"B5 DETAIL SCALE: 1 1/2" = 1'-0"B4 DETAIL SCALE: 1/8" = 1'-0"A5 ELEVATION SCALE: 1/2" = 1'-0"C4 MASONRY BEAM BEARING DETAIL SCALE: 3/4" = 1'-0"B2 SECTION No. Description Date FIRST FLOOR FIRST FLOOR 0" 0" TOS ROOF TOS ROOF 18' - 0" 18' - 0" Column Locations B-2 C-2 D-2 ANCH. BOLTS LENGTH WIDTH THICKNESSBa s e P l a t e TYPE, SEE A3/S-501 W1 0 x 3 9 W1 0 x 3 9 W 1 0 x 3 9 AR1 1' - 6" 1' - 0" 3/4" TYPE A AR1 1' - 6" 1' - 0" 3/4" TYPE A AR1 1' - 6" 1' - 0" 3/4" TYPE A NOTES: 1. REFER TO PLANS FOR TOP OF STEEL ELEVATIONS. 11 " 11 " 11 " DI M . ' D ' 3/ 4 " N O N - S H R I N K G R O U T 1/ 4 " L E V E L I N G P L A T E - S A M E BA S E P L A T E - S E E C O L . SC H E D . F O R I N F O . SI Z E A S B A S E P L A T E ANCHOR BOLT WF COLUMN SEE PLAN(s) & SCHED. FOR INFO. T/FTG., PIER OR WALL SEE PLAN & SECTIONS FOR ELEVATION MARK AR1 3/4" DIA. SIZE DIM. 'D' ASTM GRADE 12" MIN. F1554 GR36 NOTES: 1. REFER TO LATERAL BRACE ELEVATIONS AND DETAILS FOR CONNECTION PLATE REQUIREMENTS AT BRACE COLUMN BASES. 2. AT ALL LATERAL BRACE COLUMNS, FIELD WELD PLATE WASHERS TO THE BASE PLATE. 3/16" TYP. U.N.O. TYPE A EQ E Q WIDTH 2" 2" 2" 2" LE N G T H EQ EQ FIN. FLOOR EL. COAT w/ ASPHALT MASTIC WHERE BASE OF COLUMN AND BASE PLATE IS IN CONTACT w/ SUBGRADE NO SCALE SCALE: A3 BASE PLATE TYPES Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 4 / 2 0 2 5 3 : 4 0 : 3 9 P M S-501 COLUMN SCHEDULE 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 AE Cayuga Medical Center MM ISSUED FOR PERMIT NO SCALE SCALE: A1 COLUMN SCHEDULE No. Description Date (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-100 CIVIL GENERAL NOTES AND LEGEND 1 AD area dram N wrth N.I.C.not m contact BLDG building NTS not to scale BOP beginning of project NO number CAL.cahpe<OC on center C.L cast iron O.D.outside diameter C.B catch basin PE poryetnyiene CO cleanout PERI-perforated C.L center line PVC polyvinyl chlonde CONC concrete PCC point of compound curvature C.LL contract limit line PC point of curvature CMP PI point of inflection PRC point of reverse curvature DI drainage inlet PT point of tangent DI ductile iron PVI DIA diameter PVT point of vertical tangent DS downspout REBAR reinforcement bar DWG drawing RCP reinforced concrete pipe R.P radius point E east RR railroad ELV ,EL elevation REV revision EOP end of project SAN sanitary FFE finished floor elevation SCH schedule FT foot or feet S south FES flared end section SIA station FDC fire department connection GALV gabvanized GV gas value TEL telephone T RANS Transite HP high point TYP typical HDPE high density polyethylene HOR “horizontal VAR varies VERT vertical I D inside diameter VC vertical curve INV invert VCT vitrified clay tile VPC vertical port of curvature L length (of curve)VPT vertical point of tangent LF linear feet VPI verticalpoint of inflection LP low point W west MH manhole welded wire fabnc MAX MIN max imum minimum — Ml SC miscellaneous 2 STANDARD ABBREVIATIONS NOT TO 'SCALE 3 LOCATION MAP SCALE:1'-2,000' KAIER AND SANITARY SEWER: DAVID O’SHEA.PE DIRECTOR OF ENGINEERING TOWN OF ITHACA 114 SEVEN MILE DR. ITHACA.NY 14850 607-273-1656 EX:225 ELECTRIC: TED HANSEN NEW YORK STATE ELECTRIC AND GAS 607-347-2501 SAS: JACK BARKER NEW YORK STATE ELECTRIC AND GAS 585-484-3262 TELECOMMUNICATIONS: DAVE COMER VERIZON 607-734-0279 TORRANCE COUNTRYMAN TIME WARNER CABLE 607-272-7875 -HORIZONTAL DATUM OF MAPPING IS APPROXIMATE NAD 83 AND VERTICAL DATUM IS APPROXIMATE NGVD29. -IN THE EVENT THAT THERE IS A DISCREPANCY BETWEEN THE CONTENTS OF THE SIGNED AND SEALED HARD COPY DRAWING AND THE CORRESPONDING DIGITAL DRAWING FILE,THE HARD COPY WITH AN ORIGINAL STAMP AND SIGNATURE SHALL BE THE CONTROLLING DOCUMENT. -UNDERGROUND UTILITIES HAVE BEEN LOCATED FROM AVAILABLE RECORDS.FIELD LOCATIONS OF ABOVE GROUND STRUCTURES AND ANY MARKINGS PROVIDED BY THE UTILITY AUTHORITY.THEREFORE,THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE.THERE MAY BE OTHER UNDERGROUND UTILITIES AND/ORSTRUCTURES.THE LOCATION AND EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN.LOCATIONS.SIZES AND MATERIALS OF UNDERGROUND UTILITIES ARE BASED ON BEST AVAILABLE EVIDENCE AS NOTED ABOVE. -NOTIFY UDIG-NY BY PHONE AT 811 AND REGISTER PROJECT ON THE UDIG-NY WEB SITE A MINIMUM 10 WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. -EXCAVATE,UNCOVER AND VERIFY IN FIELD EXACT LOCATION,SIZE AND MATERIAL OF EXISTING UTILITIES AT CROSSINGS WITH PROPOSED UTILITY IMPROVEMENTS AND AT CONNECTION POINTS OF PROPOSED IMPROVEMENTS PRIOR TO INSTALLATION.NOTIFY OWNER OF ALL DISCREPANCIES WITH INFORMATION SHOWN ON DRAWINGS. -ALL VALVES ON WATER MAINS IN SERVICE OR CONNECTED TO MAINS IN SERVICE SHALL BE OPERATED BY OR UNDER THE DIRECT SUPERVISION OF THE TOWN OF ITHACA. -CONNECTIONS TO EXISTING WATER AND SANITARY UTILITIES SHALL BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF THE TOWN OF ITHACA. -ALL CONTRACTORS ARE RESPONSIBLE FOR MAKING THEMSELVES AND THEIR EMPLOYEES AWARE OF THE PRESENCE,LOCATION AND QUANTITIES OF EXISTING ASBESTOS-CONTAINING MATERIALS AND TO WARN THEIR EMPLOYEES OF THE POTENTIAL DANGERS OF EXPOSURE TO ASBESTOS. -ANY QUESTIONABLE MATERIAL OR MATERIAL SUSPECTED TO CONTAIN ASBESTOS SHALL NOT BE DISTURBED AND SHALL BE BROUGHT TO THE ATTENTION OF OWNER AND ENGINEER FOR AN ACCURATE INTERPRETATION AND/OR SAMPLING AND ANALYSIS. -IF ASBESTOS-CONTAINING MATERIALS ARE ACCIDENTALLY DISTURBED,OR UNIDENTIFIED SUSPECT ASBESTOS-CONTAINING MATERIALS ARE DISCOVERED.CEASE WORK IMMEDIATELY WITHIN THE AFFECTED AREA. CORDON OFF THE AFFECTED AREA AT 25 FEET FROM THE LIMITS OF THE DISTURBANCE OR THE SUSPECT MATERIALS.AND CONTACT OWNER AND ENGINEER. TEST BORING LOCATION >DECIDUOUS TREE EXISTING PROPERTY LINE CONIFER TREE -EXISTING CHILLED WATER PIPE FXI^TlNH CA^1 INFaEXISTINGLIGHTPOLE caoiihv Line CT EXISTING UTILITY POLE '"L EXISTING SITE LIGHTING (EXISTING GUY WIRE EXISTING SANITARY SEWER (D EXISTING GAS VALVE FXKTINH ^TFAU h rONDFKI^ATF JL EXISTING TRAFFIC SIGN caioiihv jit/w oc wnvuroRiu C VICTIMA CT ADV CCU/CD EXISTING DRAINAGE INLET LAIQIINU QlUnM Otntn Q EXISTING UTILITY MANhOlE EXISTING TELEPHONE (Q)EXISTING STORM MANHOLE .’.C.EXISTING TELECOMMUNICATIONS -<5-EXISTING HYDRANT FYl^TlNH 1 INOFRORAIN M EXISTING WATER VALVE LAidiirvu unuenun/Mn EXISTING WATER PIPE PROPOSED LIGHT POLE IITII ITY Tfl RF RFMnvFn HR ARANHANFnPROPOSEDTRAFFICSIGNVIin11IVDuHlMvVLUuhADAnUUNLl/ (3)PROPOSED SANITARY MANHOLE CH PROPOSED CHILLED WATER PROPOSED SANITARY TRAP EAT PROPOSED ELECTRIC AND TELECOM -PROPOSED CLEANOUT f n _CAl IMHATlAM AD A IM 9 PROPOSED DRAINAGE INLET rKOHUSEU rOUNUAIIUN UKAIN (3)PROPOSED STORM MANHOLE G > PROPOSED GAS M DQAOACCA ClTC 1 IRMTIMAElPROPOSEDSTORMCONTROLSTRUCTURE W PROPOSED FIRE HYDRANT So rKUrUSEU Jilt LIGnllNU PROPOSED SANITARY SEWER H PROPOSED WATER VALVE S.F.PROPOSED SILT FENCE OR SILT LOG[3 PROPOSED END SECTION **PROPOSED INLET PROTECTION St PROPOSED STORM SEWER PIPE X “"Ur*STRUCTURE TO REMOVE w PROPOSED WATER UTILITY 8c STREET OWNERS AND CONTACTS NOT TO SCALE GENERAL NOTES NOT TO SCALE LEGEND NOT TO SCALE (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-101 EXISTING SITE CONDITIONS BURiED OF Wi30“HOPE 30“HOPE HOPE INV INV W=810.1 EE=823.7 CONDUITS MAPPING PRIOR TO IMPROVEMENTS C>RCA 201) EE-823.6 MEDICAL OFFICE BUILDING EE-819.2 CAYUGA MEDICAL CENTER DATA GRAPHIC SCALE INV INV INV RlM =807.4 INV=799.8 RlM=816.9 INV-810.3 E =810.2 N=810.4 MAP LINE RIM =807.7 INV S =799.0 INV N =799.0 NO PIPES VISIBLE RlM =815.9 INV NW-810.7E INV SW*810.$ INV N/$=804.t RlM =797.9 INV E =789.6 INV W-791.7 S=813.6 E=812.4 N=812.1 RlM=817.5 INV SW—811.6 INV SE—811.5 RM=815.O INV W=805.4 INV E=805.2 RIM-818.2 INV SW-812.5 INV NE-812.4 INV 30" HDPE-763.5 RIM=813.O INV W—807.4 INV E=804.5 RIM*778.9 INV IN-77D.0 INV 01/1*769.9 TAX PARCEL RiM =809.8 INV S=803.4 INV 5=799.7 INV W=798.4 INV SE =798.5 INV N-798.3 ABANDONEDSTORMRIM-777.6 RlM=792.7—' INV E=784.8 INV W =786.8 st6rmwater PRACTICE RlM=809.3 INV S=798.9 INV NW =798.8 RlM=803.6 iNV E=796.2 INV S=796.3 INV W =799.1 RIM-817.3 INV S=810.3 >- APPROX.NORM* POOL=763.5 LARGE COVERSABLETOtOPEN RIM-789.4 INV IN-775.8 NV IN=774.8 INV 0UT =774.7 (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-102 UTILITY DEMOLITION PLAN SAP BURIED of30'HOPE 30"HDPE RIM =803.6 EE-823.7 CONDUITS TO IMPROVEMENTS ORCA 20 1 1PRIOR EE-823.6 RIM =8’6.7 INV MEDICAL EE-819.2 EE-809.9 CAYUGA MEDICAL CENTER DATA GRAPHIC SCALE RIM-816.9 INV-810.3 E-796.2 S-796.3 W-799.1 iNV INV SW-810.21N/S-804.E RIM =807.7 INV 5-799.0 IN.L '‘‘J REMOVE EXISTING WATER MAIN AS NECESSARY TO INSTALL NEW FIRE SERVICE PER SITE UTILITY PLAN 5=813.6 E-812.4 N-8I2.1 NO PIRES VISIBLE RM-809.8 INV 5=803.4 INV 5=799 7 INV W-798.4 INV SE-798.5 INV N-798.3 APPROX.NORMA POOL-76J.5 REMOVE EXISTING GAS PIPE AS NECESSARY TO COMPLETE IMPROVEMENTS,OR CUT, CAP AND ABANDON IN PLACE,FOLLOWING RELOCATION OF GAS SERVICE BY NYSEG INV 30" HDPE-763.5' DISCONNECT ELECTRICITY.SALVAGE UGHT POLE AND FIXTURE.AND REMOVE LIGHT POLE BASE REMOVE AND SALVAGE EXISTING LIGHT AS NECESSARY TO INSTALL SITE IMPROVEMENTS AFTER TEMPORARY HELIPAD CONSTRUCTED.REINSTALL BEFORE HEUPAD RESUMES SERVICE. RIM-817.5 INV SW-811.6 INV SE-811.5 OFFICE BUILDING TAX MAP PARCEL LINE PROTECT,DO NOT DISTURB EXISTING 10" WATER MAIN TO REMAIN RiM-792.7 INV E =784.8 INV W =786.8 RlM-797.9 INV E-789.6 INV W—791.7 RlM =809.3 INV S=798.9 INV NW =798.8 PROTECT EXISTING POROUS PAVEMENT.IF DISTURBED. REINSTALL PER NYSDEC STORMWATER DESIGN MANUAL. RlM*778.9 INV lN*77b.O INV OUT1769.9 RIM-817.3 /5=810.3 7 E=810.2 /N=810.4 V W-810.1 ABANDONED STORM RIM =777.6 MAPPING OF STORMWATER PRACTICE LARGE COVERSABLETOIOPEN APPRO ’■J RIM-789.4 INV IN-775.8 INV IN =774.8 INV OUT =774.7 RiM=815.0 INV W-805.4 INV E-805.2 RIM-818.2 INV SW-812.5 iNV NE-812.4 RIM =815.9 INV NW-81 RIM-813.0 INV W—807,4 INV E-804.5 (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-201 SITE LAYOUT PLAN (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-202 SITE UTILITY PLAN (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-203 GRADING AND DRAINAGE PLAN 95.10 803.23.80 802 EAT-EAT-EAT- 804.00 805.50^ FFE=807.50 -805.50 807.35 807 807 806. 807.35 807.20 806. STORM DI 2 RIM-804.2 INV—801.2 STORM DI 1 RIM-803.8 INV-801.0 BIORETENTION FILTER TOP OF FILTER-793.0 STORM MH 2 RIM-801.7 INV=796.0 10'GALVANIZED STEEL FLARED END SECTION WITH RIPRAP OUTLET PROTECTION PER DETAIL INV-794.0 PVC STORM SERVICE CONTROL STRUCTURE 1 RIM-794.0 INV-789.5 *021807.25 6'PERFORATED PVC FOUNDATION DRAIN PIPE AT MINIMUM 12"BELOW ADJACENT INTERIOR FLOORS WITH CLEANOUTS WHERE SHOWN. SLOPE PIPE TOWARDS OUTFALL AT MIN 1/32" PER FOOT.ALL BEND TO BE 45’MAX.SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR WATERPROOFING.BEDDING.AND BACKFILL. F.D. 807.50 klw<z>r MATCH LINE MATCHLINE EE=809.9 RIM-809.3 INV S-798.9 iNV NW-798.8 ^/-10"PVC STORM PIPE tn AND OUT RIM-792.7 INV E-784.8 INV W-786.8 CONNECT TO EXISTING STORM STRUCTURE AT INV-784.8. CORE DRILL OPENING GROUT SEAL INSIDE AND 10"PVC STORM PIPE 10"PVC STORM PIPEABA MATCH LINE i MATCHLINE EAT EAT INV INV e^"-/fl PVC STORM PIPE 10"PVC STORM PIPE ARCHITECTURAL (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-204 EROSION AND SEDIMENT CONTROL PLAN “” TEMPORARY SEDIMENT TRAP RISER PER DETAIL EROSION CONTROL BLANKET. INSTALL OVER TOPSOIL AND SEED IMMEDIATELY AFTER ESTABLISHING FINISH GRADE.APPLICABLE TO ALL DISTURBED AREAS OF SITE. SILT FENCE PER DETAIL.TYPICAL. INSTALL AND MAINTAIN WHERE SHOWN AND AT DOWNGRADE PERIMETER OF ALL AREAS TO BE DISTURBED. INSTALL SILT FENCE OR SEDIMENT LOG AT PERIMETER OF FILTER PRACTICE AT SURFACE AS NECESSARY TO PROTECT PLANTING SOIL/FILTER MEDIA UNTIL FULL STABILIZATION OF CATCHMENT AREA IS ACHIEVED. PERFORM STREET CLEANING OPERATIONS AND/OR PROVIDEVEHICLETIREWASHASNEEDED TOMAINTAINALLSTREETSCLEAROF ALL TRACKED MATERIAL FROM SITE. BIORETENTION ALTER TO BE USED AS TEMPORARY SEDIMENT TRAP DURING CONSTRUCTION.INSTALL DOWNSTREAM STORM PIPING.ROUGH GRADE BASIN TO SUBGRADE OF FILTER.AND INSTALL TEMPORARY RISER PER DETAIL.DIRECT SITE RUNOFF AND DEWATERING DISCHARGE TO SEDIMENT TRAP DURING CONSTRUCTION. CATCHMENT AREA:0.41 ACRES REQUIRED VOLUME:597 CF FINISH GRADE SHOWN FOR BlORETENTlON FILTER. SEE DETAIL SHEET C301 FOR TEMPORARY SEDIMENT TRAP GRADING. CONCRETE WASHOUT.ALL CONCRETETRUCKSTOPERFORMWASHOUTSPRIOR TO EXITING SITE.WASHOUTS TO BE ADDED AND/OR RELOCATED AS NECESSARY AND AS APPROVED BY SWPPP INSPECTOR. STABILIZED CONSTRUCTION ENTRANCE PER DETAIL.INSTALL AND MAINTAIN WHERE SHOWN AND AT ALL POINTS OF VEHICLE EGRESS FROM UNSTABILIZED AREAS OF SITE. LIMITS OF DISTURBANCE. AREA-0.54 ACRES DRAINAGE INLET PROTECTION. TYPICAL.INSTALL AND MAINTAIN ON ALL INLETS TO RECEIVE RUNOFF FROM UN-STABILIZED AREAS OF SITE. X MAP .LINE CAYUGA MEDICAL CENTER PROTECT EXISTING POROUS PAVEMENT FROM SEDIMENT DURING CONSTRUCTION SEQUENCING GENERAL;DO NO’DISTURB PAVED AREAS OF SITE UNTIL NECESSARY TO DO SO.UTIUZE EXISTING PAVED DRIVES WHEN POSSIBLE DURING DEMOLITION PHASE OF WORK. 1.INSTALL SILT FENCING AT LOWER PERIMETER OF AREAS TO BE DISTURBED OR PAVED AREAS TO BE DEMOLISHED.DO NOT REMOVE EXISTING PAVED SURFACES UNTIL NECESSARY. 2.INSTALL INLET PROTECTION ON ALL EXISTING DRAINAGE STRUCTURES TO RECEIVE RUNOFF FROM DISTURBED AREAS OF SITE. 3.INSTALL STABILIZED ENTRANCES AT AU POINTS OF EGRESS FROM UNSTABdZED AREAS OF SITE EXITING ONTO PAVED SURFACES. 4.INSTAU PROPOSED STORM SEWER IMPROVEMENTS PRIOR TO REMOVAL OF EXISTING STORM SEWERS AND/OR PROVIDE TEMPORARY SEWERS AS NECESSARY TO MAINTAIN CONVEYANCE PATHS FOR RUNOFF THROUGH SITE. 5.INSTAU INLET PROTECTION ON NEW STORM STRUCTURES ONCE INSTALLED. 6.INSTALL SEDIMENT TRAPS WHERE SHOWN WITH TEMPORARY SEDIMENT RISERS AT OUTLETS. 7.INSTALL DIVERSON SWALES WHERE NECESSARY TO PREVENT RUNOFF PROM ENTERING EXCAVATONS. 8 BEGIN BUILDING EXCAVATONS AND SITE EARTHWORK OPERATIONS. 9.RELOCATE AND/OR INSTALL NEW SILT FENCING AS SITE EARTHWORK PROGRESSES. 10.COMPLETE BWLDING FOUNDATION WAU IMPROVEMENTS. 11.COMPLETE PAVEMENTS. 12.INSTAU EROSON CONTROL BLANKET WHERE SHOWN IN CONJUNCTION WITH LANDSCAPING.TOPSOIL.SEEDING AND MULCH. 13.STABILIZE ALL DISTURBED AREAS OF SITE WITH VEGETATION AND/OR PERMANENT LANDSCAPING WITH MINIMUM 8-3%COVERAGE. 14.REMOVE SILT FROM TEMPORARY PRACTICES.REMOVE ALL TEMPORARY PRACTICES ANO COMPLETE FINAL LANDSCAPING. 15.INSTAU STORMWATER PRACTICES AFTER RESPECTIVE CATCHMENT AREAS HAVE ACHIEVED FINAL STABILIZATION. GENERAL NOTES 1.A PRE-CONSTRUCDON SWPPP MEETING SHALL BE HELD WITH TOWN OF ITHACA STORMWATER MANAGEMENT OFFICER (SMO)PROR TO INITIATION OF PROJECT-RELATED ACTMTCS.ADDITIONALLY.PRIOR TO COMMENCEMENT 0*EARTHWORK ACTIVITIES.AND AFTER INSTALLATION OF SWPPP DEVICES.AN ON-SlTE MEETING SHALL BE HELD WITH SMO. 2.SILT FENCING TO BE INSTALLED ALONG CONTOURS.NOT CROSSING CONTOURS.UNLESS ShOWN OTHERWISE.INSTALL FENCING AT DOWNGRADE PERIMETER PRIOR TO DISTURBANCE.RELOCATE ANO/OR INSTAU NEW FENCING AS WORK PROGRESSES AND AREAS OF DISTURBANCE CHANGE. 3.SURFACE RUNOFF FROM UPGRADE AREAS SHAU BE DIVERTED OR OTHERWISE PREVENTED FROM FLOWING THROUGH AREAS OF CONSTRUCTION ACTIVITY. 4.RUNOFF FROM DISTURBED AREAS SHAU NOT BL DISCHARGED OFF -SITE WITHOUT FIRST PASSING THROUGH A PROPERLY INSTALLED AND MAINTAINED SEDIMENT CONTROL STRUCTURE. 5.DEWATERING OPERATIONS SHAU DISCHARGE TO A FILTER SACK.SEDIMENT BASiN OR OTHER APPROVED PRACTICE. 6.AU CONTROL STRUCTURES SHAU BE PER»00CAUY INSPECTED AND MAINTAINED DURING CONSTRUCTION.SILT FENCE/LOGS ANO INLET PROTECTIONS LOCATED IN LANDSCAPED AREAS SHALL BE CLEANED OUT WHEN SEDIMENT REACHES 25%OF THE HEIGHT OF THE FABRIC.TEMPORARY SEDIMENT TRAPS TO BE CLEANED OUT WHEN SEDIMENT REACHES 50%OF THE HEIGHT OF THE HORIZONTAL PERFORATED PIPE.SEDIMENT TRAPS TO BE CLEANED OUT WHEN SEDIMENT REACHES 50X OF THE HEIGHT OF THE PIPE RISER. 7.INSTALL STABILIZED ENTRANCES AT ALL POINTS OF EGRESS FROM UNSTABILIZED AREAS OF SITE.RELOCATE OR ADD NEW ENTRANCES AS NECESSARY MAINTAIN ENTRANCES FOR DURATION OF PROJECT.TOP DRESS WITH ADDITIONAL AGGREGATE WHEN SURFACE BECOMES PACKED WITH SEDIMENT.PROVIDE TIRE WASH FACILITIES AND/OR PERFORM STREET CLEANING OPERATIONS IF ENTRANCES ARE INSUFFICIENT TO MAINTAIN PAVED AREA AND STREETS CLEAR OF SEDIMENT OR MATERIAL TRACKING. 8.INSTALL AND MAJ NT AN INLET PROTECTION ON ALL DRAINAGE STRUCTURES RECEIVING RUNOFF FROM UNSTABILIZED AREAS OF SJ’E. RELOCATE AND/OR ADD NEW INLET PROTECTION THROUGH ALL PHASES OF THE PROJECT 9.APPLY TEMPORARY OR PERMANENT SEED AND MULCH TO DISTURBED AREAS WITHIN 7 DAYS AFTER CLEARING. 10.PLACE SILT FENCE AROUND STOCKPILES OF TOPSOIL AND OTHER SOILS.AND TEMPORARILY SEED IF LEFT UNDISTURBED FOR GREATER I-AN 7 DAYS. 11.DISPOSE OF AU RU IN A MANNER THAT IS CONSISTENT WITH ALL LOCAL,STATE.AND FEDERAL REGULATIONS. IF ONGOING LAND DISTURBANCE TS PERFORMED BETWEEN NOVEMBER 15TH AND THE FOLLOWING APRIL 1ST.THE PROJECT WILL REQUIRE TEMPORARY SITE SPECIFIC.ENHANCED EROSION AND SEDIMENT CONTROLS TO MANAGE RUNOFF AND SEDIMENT AT THE SITE TO PROTECT OFF -SITE WATER RESOURCES. 1.PREPARE A SNOW MANAGEMENT PLAN WITH ADEQUATE STORAGE FOR SNOW AND CONTROL OF MELT WATER. REQUIRING CLEARED SNOW TO BE STORED IN A MANNER NOT AFFECTING ONGOING CONSTRUCTION ACTIVITIES. 2.ENLARGE AND STABILIZE ACCESS POINTS TO PROVIDE FOR SNOW MANAGEMENT AND STOCKPILING.SNOW MANAGEMENT ACTIVITIES MUST NOT DESTROY OR DEGRADE INSTALLED EROSION AND SEDIMENT CONTROL PRACTICES.3.A MINIMUM 25 FOOT BUFFER SHALL BE MAINTAINED FROM ALL PERIMETER CONTROLS SUCH AS SILT FENCE. MARK SILT FENCE WITH TALL STAKES THAT ARE VISIBLE ABOVE THE SNOW PACK. 4.EDGES Of DISTURBED AREAS THAT DRAIN TO A WATERBODY WITHIN 100 FEET WILL HAVE 2 ROWS OF SILT FENCE.5 FEET APART,INSTALLED ON THE CONTOUR. 5.DRAINAGE STRUCTURES MUST BE KEPT OPEN AND FREE OF SNOW AND ICE DAMS.ALL DEBRIS.ICE DAMS. OR DEBRIS FROM PLOWING OPERATIONS.THAT RESTRICT THE FLOW OF RUNOFF AND MELTWATER.SHALL BE REMOVED. 6.SEDIMENT BARRIERS MUST BE INSTALLED AT ALL APPROPRIATE PERIMETER AND SENSITIVE LOCATIONS.SILT FENCE AND OTHER PRACTICES REQUIRING EARTH DISTURBANCE MUST BE INSTALLED BEFORE THE GROUND FREEZES. 7.SOIL STOCKPILES MUST BE PROTECTED BY THE USE OF ESTABLISHED VEGETATION.ANCHORED STRAW MULCH.ROLLED STABILIZATION MATTING.OR OTHER DURABLE COVERING.A BARRIER MUST BE INSTALLED AT LEAST 15 FEET FROM THE TOE OF THE STOCKPILE TO PREVENT SOIL MIGRATION AND TO CAPTURE LOOSE SOIL. 8.IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED.THE APPLICATION OF SOIL STABILIZATION MEASURES SHOULD BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN THREE (3)DAYS.ROLLED EROSION CONTROL BLANKETS MUST BE USED ON ALL SLOPES 3 HORIZONTAL TO 1 VERTICAL OR STEEPER. 9.IF STRAW MULCH ALONE IS USED FOR TEMPORARY STABILIZATION.IT SHALL BE APPLIED AT DOUBLE THE STANDARD RATE OF 2 TONS PER ACRE.MAKING THE APPLICATION RATE 4 TONS PER ACRE.OTHER MANUFACTURED MULCHES SHOULD BE APPLIED AT DOUBLE THE MANUFACTURER’S RECOMMENDED RATE. 10.TO ENSURE ADEQUATE STABlUZATlON OF DISTURBED SOIL IN ADVANCE OF A MELT EVENT.AREAS OF DISTURBED SOIL SHOULD BE STABILIZED AT THE END OF EACH WORK DAY UNLESS; A.WORK WILL RESUME WITHIN 24 HOURS IN THE SAME AREA AND NO PRECIPITATION IS FORECAST OR; B.THE WORK IS IN DISTURBED AREAS THAT COLLECT AND RETAIN RUNOFF,SUCH AS OPEN UTILITY TRENCHES.FOUNDATION EXCAVATIONS,OR WATER MANAGEMENT AREAS. 11.USE STONE PATHS TO STABILIZE ACCESS PERIMETERS OF BUILDINGS UNDER CONSTRUCTION AND AREAS WHERE CONSTRUCTION VEHICLE TRAFFIC IS ANTICIPATED.STONE PATHS SHOULD BE A MINIMUM 10 FEET IN WIDTH BUT WIDER AS NECESSARY TO ACCOMMODATE EQUIPMENT. 12.THE SITE SHALL BE INSPECTED FREQUENTLY TO ENSURE THAT THE EROSION AND SEDIMENT CONTROL PLAN IS PERFORMING ITS WINTER STABILIZATION FUNCTION.IF THE SITE WILL NOT HAVE EARTH DISTURBING ACTIVITIES ONGOING DURING THE WINTER SEASON .ALL BARE EXPOSED SOIL MUST BE STABILIZED BY ESTABLISHED VEGETATION,STRAW OR OTHER ACCEPTABLE MULCH,MATTING.ROCK,OR OTHER APPROVED MATERIAL SUCH AS ROLLED EROSION CONTROL PRODUCTS.SEEDING OF AREAS WITH MULCH COVER IS PREFERRED BUT SEEDING ALONE IS NOT ACCEPTABLE FOR PROPER STABILIZATION. 13.COMPLIANCE INSPECTIONS MUST BE PERFORMED AND REPORTS FILED PROPERLY IN ACCORDANCE WITH THE SWPPP FOR ALL SITES UNDER A WINTER SHUTDOWN. a) LATE SPRING &SUMMER SEEDINGS 1.50 185/1000 5.F 0.70 LWS/1000 S.F. 0.90 LBS/1000 S.F. 0.70 LBS/1 000 ST 0.70 LBS/1000 ST. LBS/1000 ST. LBS/1000 ST. LBS/1000 ST o) ») «) a)SUDANGRASS: b)annual RYEGRASS: c)PERENNIAl RYEGRASS: ANNJAL RYEGRASS: SPRING OATS: ANNUAL RYEGRASS: AND SPRING OATS: PERENNIAL RYEGRASS: CONSERVATION SEED MIX SPRING SEEDINGS 0.70 2.00 0.35 LATE SUMMER A FALL SEEDINGS 0)ANNUAL RYEGRASS (COMMON)0.70 LBS/1000 S.F. b)WINTER RYE (AROOSTOOK):2.50 LBS/1000 S.F. c)WINTER WHEAT:2.75 LBS/1000 ST. d)PERENNIAL RYEGRASS (PENNFK):0.70 LBS/1000 ST. MULCH MATERIAL CLEAN STRAW MULCH APPUCATON RATE:100 LBS (2-3 BALES)/1000 S.F. MULCH SHAU BE APPLIED OVER TEMPORARY OR PERVANEN*SEEDING AND SHAU BE ANCHORED USING CHE Of THE TOUOWNG OPTIONS' 1.ON SLOPES <3%,DRIVE TRACKED EQUIPMENT OVER MUCH.WITH "READS RlNNING PARALLEL TO THE CONTOUR. 2.USE A MULCH ANCHORING TOOL OR SQUARE SHOVEL TO CUT MULCH M SO THAT UJICH IS TUCKED INTO TX St*BY 3”. 3.APPLY A TACKIFER OVER MULCH CONSISTENT WITH MANUFACTURER'S SPECIFICATIONS. 4.APPLY ROCO TIBER MJLCH OVER STRAW MJICH AT A RATE OT 40C LBS.PER ACRE. 5.SECURE MULCH IN PLACE WITH BIODEGRADABLE NETTWG.OR WITH PEG AND TWINE SECURED BY WOOD STAKES SPACED AT 3' INTERVALS.AND TWINE WOVEN IN A CRISS-CROSS PATTERN. (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-205 WATER PLAN AND PROFILE WATER INFRASTRUCTURE NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER SERVICE TO THE TOWN OF ITHACA AND ALL OF IT'S CUSTOMERS THROUGHOUT CONSTRUCTION. AS WATER SERVICES ARE INSTALLED ALONG THE NEW WATER MAIN, THE CONTRACTOR IS REQUIRED TO CONNECT NEW SERVICES TO EXISTING CUSTOMER SERVICE LINES. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE TOWN DPW AND BOLTON POINT FOR DRY CONNECTIONS TO THE WATER SYSTEM MAINS. 2.WATER LINES SHALL BE PRESSURE TESTED AND DISINFECTED AS SPECIFIED PRIOR TO BEING PLACED IN USE. 3.NO PORTION OF THE SYSTEM SHALL BE PLACED INTO SERVICE UNTIL THE ISSUANCE BY THE D.O.H. OF A COMPLETED WORKS APPROVAL, DOH-1032 FORM, PREDICATED UPON INSPECTION, DISINFECTION, AND PROPER PRESSURE AND BACTERIOLOGICAL TESTING RESULTS. 4.WATER PIPING AND SANITARY SEWER CROSSING: MUST MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN ALL WATER AND SANITARY SEWER PIPING (MAINS AND SERVICES) 5.WATER PIPING AND STORM SEWER: MUST MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN WATER AND STORM SEWER PIPING OR AS NOTED SPECIFIED ON PLANS. 6.WHERE UTILITY CONFLICTS ARISE, CONTRACTOR SHALL NOTIFY THE ENGINEER. CONTRACTOR SHALL THEN PROPOSE APPROPRIATE MEANS AND METHODS FOR EXCAVATING AND INSTALLATION OF NEW WATER MAIN. 7.PERMANENT SERVICE SHALL NOT BE INSTALLED UNTIL NEW WATER MAIN IS IN SERVICE. CORPORATION STOP SHALL BE SHUT OFF AT WATER MAIN PRIOR TO TEMPORARY SERVICE CONNECTION. 8.ALL INSTALLATIONS AND TESTING SHALL BE IN ACCORDANCE WITH THE LATEST BOLTON POINT RULES AND REGULATIONS, TOWN OF ITHACA SPECIFICATION, AND AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. 9.BUCKET/MACHINERY IS NOT TO DIRECTLY CONTACT WATER MAIN WHILE PLACING/INSTALLING PIPE (AWWA 600-17). 10.DURING INSTALLATION, PIPE SHALL BE PROTECTED WITH A WATER-TIGHT PLUG TO PREVENT DEBRIS AND WATER FROM ENTERING THE PIPE. 11.BRASS WEDGES SHALL BE INSTALLED IN ACCORDANCE WITH CONTRACT SPECIFICATIONS IN ALL PUSH JOINTS. 12.PIPE SHALL BE STORED IN A LOCATION AND MANNER (I.E. PLUGS) THAT INHIBITS DEBRIS/CONTAMINATION FROM OCCURRING. 13.POLYWRAP SHALL BE INSTALLED IN ACCORDANCE WITH PLAN DETAILS AND SPECIFICATIONS ON ALL EXPOSED WATER MAIN AND APPENDITURES (EXISTING AND NEW). 14.ANY HOLES, CUTS, OR ABRASIONS IN POLYWRAP SHALL BE REPAIRED PRIOR TO BACKFILL. 15.ALL WATER MAIN AND APPENDAGES TO BE INSTALLED AT A MINIMUM DEPTH OF 5'. 16.ALL VALVES, FITTINGS,AND APPENDAGES (INCLUDING FIRE HYDRANTS) SHALL HAVE 2 FORMS OF RESTRAINT APPROVED BY THE TOWN OF ITHACA. 17.WATER MAIN SHALL NOT BE DISINFECTED WITH A SOLUTION HAVING A CHLORINE CONCENTRATION HIGHER THAN 120 PPM. 18.ALL PAVEMENT CUTS SHALL BE CUT FULL DEPTH PRIOR TO EXCAVATION. ALL EXCAVATIONS IN ROADWAY PARALLEL TO DIRECTION OF TRAVEL SHALL BE PAVED UPON COMPLETION OF PROJECT. RUN OF CRUSHER, UP TO SURFACE SHALL BE INSTALLED AND MAINTAINED DAILY TO A COMPACTED, SMOOTH SURFACE LEVEL TO SURROUNDING GRADE FREE OF BUMPS, RUTS, AND/OR TRIPPING HAZARDS. ALL EXCAVATIONS PERPENDICULAR TO DIRECTION OF TRAVEL SHALL BE PAVED WITHIN 24 HOURS FROM EXCAVATION. 19.ALL ROAD SURFACES UNDERMINED DURING EXCAVATION SHALL BE SAW CUT TO A STABILIZED SUB-BASE AND REPAIRED IN ACCORDANCE TO CONTRACT SPECIFICATIONS. 20.THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL OFFSET FROM ALL SANITARY SEWER LINES ,STORM LINES, AND SEPTIC SYSTEM COMPONENTS. 21.THE PROPOSED WATER MAIN SHALL BE LOCATED AT LEAST FIVE FEET, PREFERABLY TEN FEET, FROM ANY GAS LINE. 22.NEW WATER MAIN SHALL BE A MINIMUM OF 4' FROM THE EXISTING WATER MAIN. 23.ALL CURB BOXES SHALL BE PLACED OUTSIDE ANY WALKING TRAILS. 24.FIRE HYDRANTS ARE TO BE PLACED INSIDE ROAD-RIGHT-OF-WAY WHERE EVER POSSIBLE. OTHERWISE CONFIRM FIRE HYDRANT LOCATIONS WITH ENGINEER/OWNER. 25.THE PRESSURE WITHIN THIS PROJECT AREA IS APPROXIMATELY 101. THIS PROJECT IS WITHIN THE TRUMANSBURG TANK PRESSURE ZONE. 26.ALL PRODUCT SUBMITTALS TO BE APPROVED BY THE TOWN OF ITHACA. AAANNC.ATfR ATONI TO THit MAP NOT TO WCT»Oh T?O«.tuBC«^^»OH 2.NF*yO«m tTATf(Dx/roh law.a®t p«o*o.tfd »v lA*mlfC»'lFlCATONS MKRCQN FO*TMtt VAi Ah4^ ccp^rt T»<RrQr ONi r if tA»o map cw copct ar awrwrevMii--tmup a«orn;£*»4A4 CNG^rra &BSNATU«r APPrAW^HCRfCN (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-206 BIORETENTION FILTER PLANTING PLAN DATA GRAPHIC SCALE dworl PLANTING MIXES PLUG PLANTINGS BIORETENTION PLUG PLANTINGS (36 SF)©OC: © © © © © 10% 30% 10% 50% 12” 12” 12” 12” 12” (12 (36 (30 (20 (12 SF) SF) SF) SF) SF) 12 12 12 12 OC: OC: OC: IRIS PRISMATICA /BLUE FLAG IRIS LOBELIA SIPHILITICA ’BIG BLUE’/BIG BLUE GREAT LOBELIA VERBENA HASTATA /BLUE VERVAIN (108 SF)© (36 SF)© (180 SF)© (360 SF) ECHINACEA X 'TNECHIKO'/KISMET INTENSE ORANGE CONEFLOWER FOREBAY -10%-30% -25%-25% -10% (120 SF) OC:ASCLEPIAS INCARNATA /SWAMP MILKWEED OC:CAREX ANNECTENS /YELLOW FOX SEDGE OC:LIATRIS LIGULISTYLUA /MEADOW BLAZING-STAR OC:MONARDA FISTULOSA 'FORT INDIANTOWN GAP’/PA ECOTYPE BERGAMOT OC:SPOROBOLUS HETEROLEPIS /PRAIRIE DROPSEED LOW-GROW TURF SEED MIT (660 SF)-50%FIREFLY HARD FESCUE -30%MINOTAUR BLUE HARD FESCUE-20%INTRIGUE CHEWINGS FESCUE O’O’d’OI ROCK.RIPRAP.ETC BIORETENTION PLUG PLANTINGS LOW-GROW TURF SEED MIX GENERAL NOTES 1.REFER TO SPECIFICATION 32 9000 AND DETAILS FOR SOIL MIXTURES. 2.ALL DISTURBED AREAS NOT RECEIVING PLANTINGS SHALL BE SEEDED UNDER SPECIFICATION 32 9000. 3.SEE BIORETENTION FILTER DETAIL FOR ADDITIONAL INFORMATION.INCLUDING SOIL MIX AND DEPTHS. 4.UTILIZE EROSION CONTROL BLANKET ON ALL SLOPES 3:1 OR GREATER AND AS NECESSARY FOR SLOPE REINFORCEMENT. SEE EROSION AND SEDIMENT CONTROL PLAN. 5.LOOSEN ROOTBALLS AND REMOVE CONTAINER BEFORE PLANTING WHEN APPLICABLE. FOREBAY PLUG PLANTINGS ARCHITECTURALI (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-207 FIRE APPARATUS ACCESS PLAN (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-301 DETAILS · · · SILT LOG FILTER SOCK FILLED.AS SPECCED.FILL WITH TABU A -MAXIMUM SLOPE AND FENCE UNGTH5 NOILSPOSTS.WRE, CHAIN LINKREINFORCING20’MIN. WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER OVERLAP BY 6 INCHES AND FOLD. THE TYPE OF SILT FENCE SPECIFIED FOR EACH LOCATION ON THE PLANS SHALL NOT EXCEED THE MAXIMUM SLOPE LENGTH AND MAXIMUM FENCE LENGTH REQUIREMENTS SHOWN IN TABLE A. PERFORM MAINTENANCE AS NEEDED AND REMOVE SILT WHEN BULGES DEVELOP IN THE SILT FENCE. STANDARD:16’MN REINFORCED:16'MINj. SUPER;36'MIN. DIG 6'WIDE 4 DEEPTRENCH.BURY BOTTOM 1'-0’OF FABRC. TAMP IN PLACE. FILTER FABRIC.MiRAFl 100X OR APPROVED EQUAL. STANDARD FENCE:STABLE TO WOOD POSTS. REINFORCED FENCE:PLACE FABRIC AGAINST 14 GAUGE WIRE MESH WITH MAXIMUM 6'OPENING. FASTEN FABRIC TO AIRE MESH WITH TIES EVERY 24'AT TOP AND UK)SECTION.SUPER FENCE:PLACE FABRIC AGAINST CHAIN LINK FENCE.FASTEN WITH TIES EVERY 24*AT TOP AND MID SECTION. POSTS AT MAXIMUM 10'ON CENTER. STANDARD FENCE 2"X2‘HARDWOOD FENCE POST. REINFORCED FENCE:STEEL.STANDARD T OR U-SECTION. WEIGHT NOT LESS THAN 1.0 LBS/FOOT.SUPER FENCE:STANDARD CHAIN LINK FENCE POST rABRIC TC in MIN. StandirO ”1 Reinforced 1 Super <2%300/1500 N/A N/A 2-IC* ID-TOS 1(0/750 IWIOOO 2(K/lCa) 6O/5CO MV 750 layian 33 50»V25O XV35O ww|XV12S |»175 |50/250 NOTES: 1.PREPARE THE AREA FOR INSTALLATION.FINE GRADE.REMOVE DEBRIS AND ROCKS.ANO INSTALL TOPSOIL ANO SEED. 2.DIG A 6“X6'TRENCH AT THE TOP OF SLOPE AND PLACE BLANKET WITH EDGE APPROXIMATELY 12*PAST TRENCH. 3.ANCHOR BLANKET TO THE BOTTOM OF THE TRENCH WITH STAPLES AT 12'O.C. 4.BACKFILL TRENCH WITH TOPSOIL OR ONSITE SELECT FILL.5.ROLL THE BLANKET DOWN THE SLOPE IN THE DIRECTION OF WATER FLOW. STAPLES TO BE 6'11 -GAUGE STEEL OF AS APPROVED 8*SWPPP INSPECTOR.INSTALL ADDITIONAL STAPLES EQUALLY SPACED AT THE FOLLOWING MIN.RATES:-4;1 SLOPE:0.7 STAPLES PER SO.YD.-*1 SLOPE:1.2 STAPLES PER SO.YD.-2:1 SLOPE:1.8 STAPLES PER SO.YD. 1 STABILIZED ENTRANCE NOT TO SCALE SILT LOG NOT TO SCALE SILT FENCE NOT TO SCALE 4 EROSION CONTROL BLANKET NOT TO SCALE FILTER FABRIC TO BE CUT FROM CONTINUOUS ROLL TO ELIMINATE JOINTS.IF GRADE RUNOFF TO NEXT GRATE GRATE BAR INLET GRATE MIN ALTER FABRC EXTEND 1 MINIMUM AND 3 PAST EDGE OF GRATE (TYP) SECURE USING 175#ZIP TIES FASTENED TO INLET GRATE (TYP) OVERFLOW WEiR I ABOVE ADJOINING JOINTS ARE NECESSARY.OVERLAP TO EXTEND TO NEXT STAKE. SPACE STAKES EVENLY AROUND DRAINAGE STRUCTURE AT MAXIMUM INTERVALS AND DRIVE TO MINIMUM 10'DEPTH INTO SOIL. FILTER FABRIC TO BE SECURELY FASTENED TO LUMBER FRAME AND EMBEDDED A MINIMUM 12’INTO SOIL. IN PAVEMENT IN LANDSCAPE 5 INLET PROTECTION NOT TO SCALE NOTES: 1.AREA UNDER EMBANKMENT TO BE CLEARED. GRUBBED AND STRIPPED OF ANY VEGETATION AND ROOT MATERIALS.2.EMBANKMEN’ALL TO BE COMPACTED ON -SITE OR IMPORTED SELECT FILL.3.BED AND BACKFILL AROUND OUTLET PIPE WITH SELECT FILL COMPACTED IN MAXIMUM 4*LIFTS. 4.VOLUME TO BE MINIMUM OF 3.600 CF PER ACREOFCATCHMENTAREA.5.INSPECT WEEKLY AND REPAIR AS NECESSARY. 6.FILL SLOPES ARf TO BE 2:1 OR FLATTER AND CUTSLOPES1:1 OR FLATTER. 7.AU PIPE CONNECTIONS ARE TO BE WATERTIGHT. 8.PERFORATE THE TOP 2/3 OF RISER PIPE WITH 1' DIAMETER HOLES SPACED EVERY 6'HORIZONTALLYANDVERTICALLYINCONCAVEPORTIONOFPIPE. STOP PERFORATIONS AT 6'ABOVE BEND FITTING. 9.WRAP RISER PIPE WITH 1/4"TO 1/2'HARDWARE CLOTH WRf AND THEN FILTER FABRIC,OVERLAP FILTER FABRIC A MINIMUM 12'.FOLD AND STAPLE. ATTACH TO RISER PIPE WITH STRAPS OR BANDS AT 6-ABOVE AND 6’BELOW PERFORATIONS TOPREVENTBYPASS. 10.MAXIMUM DRAINAGE AREA:5 ACRES 11.SEED AND MULCH ARE TO BE APPLIED IMMEDIATELYAFTERCONSTRUCTION CONSTRUCTION SPECIFICATIONS 1.LOCATE WASHOUT STRUCTURE A MINIMUM OF 100 FEET AWAY FROM OPEN CHANNELS.STORM DRAIN INLETS. SENSITIVE AREAS.WETLANDS.BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 2.SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER.SOLIDS AND RAINFALL AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD.TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. 3 PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRS THAT MAY CAUSE TEARS OR HOLES IN THE LINER.FOR LINER.USE 10 Mil OR THICKER UV RESISTANT.IMPERMEABLE SHEETING.FREE OF HOLES AND TEARS CR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY Cf THE MATERIAL. 4.PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. 5.KEEP CONCRETE WASHOUT STRUCTURE WATER TKXT.REPLACE IMPERMEABLE LINER IF DAMAGED (E.G..RIPPED CR PUNCTURED).EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL.AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY.DO NOT REUSE PLASTIC LINER WET-VACUUM STORED LIQUIDS THAT HAVENOTEVAPORATEDANDDISPOSEOFINANAPPROVEDMANNER.PRIOR TO FORECASTED RAINSTORMS.REMOVELIQUIDSORCOVERSTRUCTURETOPREVENTOVERFLOWS.REMOVE HARDENED SCXJOS.WHOLE OR BROKEN UP. FCR DISPOSAL OR RECYCLING.MAINTAIN RUNOFF D<VERSON AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. 6.DURABLE PORTABLE CONCRETE WASHOUT BASINS OR TUBS MAY BE USED WITH THE APPROVAL Cf THE EROSION CONTROL INSPECTOR WASHOUT STRUCTURE WITH STRAW BALES DETAIL NOT TO SCALE DETAIL NOT TO SCALE 8 SEDIMENT TRAP RISER NOT TO SCALE CONCRETE WASHOUT NOT TO SCALE DETAIL NOT TO SCALE 11 DETAIL NOT TO SCALE 12 DETAIL NOT TO SCALE 13 DETAIL NOT TO SCALE 14 DETAIL NOT TO SCALE 15 DETAIL NOT TO SCALE VALVE BOX THREADS MUST BE ENGAGED BY A MINIMUM OF 2 THREADS. MARKING TAPE VALVE CENTERING DEVICE POLYETHYLENE ENCASEMENT 1 2 INCH BELOW GRADE IN PAVEMENT, SHOULDER, AND WALKWAYS VALVE BOX SHALL BE SET FLUSH WHEN PLACED IN VEGETATION. POLYETHYLENE TAPE CONCRETE THRUST BLOCK VALVE BOX COVER GATE VALVE RETAINER GLAND TABLE 1 TABLE 2 B B B PLAN PLAN DEAD END 90° BEND TEES HOR. BENDS SECTION A-A SECTION B-B PLAN NOTES: 1. TABLE 1 REFLECTS A SAFETY FACTOR OF 1.5, A WORKING PRESSURE OF 250 PSI, AND A SOIL BEARING CAPACITY OF 3000 PSF. 2. REFER TO TABLE 2 FOR THRUST BLOCK MODIFICATIONS BASED ON SOIL TYPE. 3. ALL THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED EARTH. 4. BLOCK WIDTH SHALL BE BETWEEN 1 AND 2 TIMES THE BLOCK HEIGHT. 5. ALL MJ FITTINGS REQUIRE WEDGE ACTION RETAINER GLANDS AND THRUST BLOCKING (OR APPROVED EQUAL) TO MEET TWO FORMS OF RESTRAINT SPECIFICATION. BAA REQUIRED BEARING AREAS (SQ FT) FOR BEARING/THRUST BLOCKS (SEE NOTES) Pipe Size (in.) Tee/Dead End 90° Bend 45° Bend 22 1/2° Bend 11 1/4° Bend 4 2.2 3.1 1.7 0.9 0.4 6 4.9 7.0 3.8 1.9 1.0 8 8.8 12.4 6.7 3.4 1.7 10 13.7 19.4 10.5 5.4 2.7 12 19.8 28.0 15.1 7.7 3.9 14 26.9 38.1 20.6 10.5 5.3 16 35.2 49.8 26.9 13.7 6.9 18 44.5 63.0 34.1 17.4 8.7 20 55.0 77.8 42.1 21.5 10.8 24 79.2 112.0 60.6 30.9 15.5 30 123.7 174.9 94.7 48.3 24.2 36 178.1 251.9 136.3 69.5 34.9 THRUST BLOCK AREA MODIFICATION FACTORS FOR VARIOUS SOIL TYPES SOIL FACTOR MUCK 0.00 SOFT CLAY 3.00 SILT 2.00 SANDY SILT 1.00 SAND 0.75 SANDY CLAY 0.50 HARD CLAY 0.33 EQUATION: BENDS: b f b S PASA )2 /sin(2q= b f b S PASA= b f b S A = CROSS SECTIONAL AREA S = SAFETY FACTOR (1.5) A q = REQUIRED BEARING AREA P = INTERNAL PRESSURE = DEGREE OF BEND = SOIL BEARING STRENGTH (WORKING PRESSURE + SURGE PRESSURE) OF WATER MAIN T'S AND DEAD ENDS: PROPOSED WATER MAIN NOTES: 1. ONE FULL STICK OF PIPE SHALL BE CENTERED ON THE CROSSING. 2. IF 18" SEPARATION IS NOT MET, PIPE SHALL BE ENCASED WITH A WATER-TIGHT CARRIER PIPE OR CONCRETE ENCASEMENT A DISTANCE OF 10' IN BOTH DIRECTIONS FROM THE CROSSING. MINIMUM OF 18" VERTICAL SEPARATION UNLESS OTHERWISE SPECIFIED MINIMUM OF 5' OF COVER WASHED STONE, ROUND D-W-R-1 OR D-W-R-2 MINIMUM OF 18" VERTICAL SEPARATION UNLESS OTHERWISE SPECIFIED EXISTING STORM OR SANITARY SEWER PIPE POLYWRAP PIPE, FITTINGS, ETC. PER SPECS SPRING LINE 12" MIN. NOTE: 1. PRIOR TO EXCAVATION, PAVEMENT IS TO BE CUT FULL DEPTH OF PAVEMENT. 2. JUST PRIOR TO REPLACEMENT PAVEMENT SHALL BE SAW CUT TO 12" MIN CUTBACK AS SHOWN. 3. ENGINEERED BACKFILLED IS REQUIRED WITHIN 6' FROM THE EDGE OF THE SHOULDER. 4. TACK COAT IS REQUIRED ON ALL HORIZONTAL AND VERTICAL FACES OF PAVEMENT. 5. WHERE EXISTING PAVEMENT IS GREATER THAN 5", INSTALL ASPHALT BASE COURSE IN 4" LIFTS MAX. TO MATCH EXISTING PAVEMENT DEPTH. 6. CROSS-SLOPE ON THE FINISHED SURFACE SHALL MAX EXISTING 7. ALL ENGINEERED BACKFILL SHALL BE COMPACTED TO 95%. 8. BACKFILL MUST BE FREE FROM ALL FROZEN MATERIAL, BOULDERS, TRASH, AND FOREIGN DEBRIS. 12" MIN. 6" MIN. PIPE DIAMETER 5' MIN. COVER 2.5' DETECTABLE MARKING TAPE 2.5' ABOVE PIPEPLACED ON COMPACTED MATERIAL WASHED STONE, ROUND D-W-R-1 OR D-W-R-2 TO SPRING LINE 6" MIN. 3000PSI CONC S L L 8" d S VB UN D I S T U R B E D E A R T H 4 RODS SEE TABLE FOR SIZE CORROSION RESISTANT EYE BOLT THREADED CORTEN ROD WITH NUTS OR EQUIVALENT PIPE SIZE BEND VOLUME OF BLOCK REQUIRED (CU FT) SIDE OF CUBE (FT) s DIAMETER OF 4 THREADED RODS (IN) * d DEPTH OF RODS IN CONCRETE (FT) L 4 11 1/4 8.6 2.0 3/4 1.6 22 1/2 16.8 2.6 45 31.1 3.1 6 11 1/4 19.3 2.7 22 1/2 37.9 3.4 45 70.0 4.1 8 11 1/4 34.3 3.2 22 1/2 67.3 4.1 45 124.4 5.0 10 11 1/4 53.6 3.8 22 1/2 105.2 4.7 45 194.4 5.8 12 11 1/4 77.2 4.3 22 1/2 151.5 5.3 45 279.9 6.5 7/8 2.2 14 11 1/4 105.1 4.7 3/4 1.622 1/2 206.2 5.9 45 381.0 7.2 1 3 16 11 1/4 137.3 5.2 3/4 1.622 1/2 269.3 6.5 45 497.6 7.9 1 1/8 3.7 18 11 1/4 173.8 5.6 7/8 2.222 1/2 340.8 7.0 45 629.8 8.6 1 1/4 4.6 20 11 1/4 214.5 6.0 3/4 1.6 22 1/2 420.8 7.5 1 3 45 777.5 9.2 1 3/8 5.7 24 11 1/4 308.9 6.8 7/8 2.2 22 1/2 605.9 8.5 1 1/8 3.7 45 1119.6 10.4 1 3/8 5.7 * 60 KSI STEEL 250 PSI WORKING PRESSURE , 100 PSI SURGE SERVICES MUST BE POLYETHYLENE ENCASED A MINIMUM OF 3FT FROM WATER MAIN WRAP THREE LAYERS OF POLYETHYLENE TAPE PRIOR TO COMMENCING A WET TAP MOUNT TAPPING MACHINE ON TOP OF POLYETHYLENE TAPE MAKE TAP INSTALL CORPORATION STOP DIRECTLY THROUGH THE TAPE AND POLYETHYLENE TAPE ON BOTH SIDES OF JOINT AFTER CONNECTION IS MADE AND WEDGES INSTALLED TAPE BAG AT NECESSARY INTERVALS TO MAINTAIN TIGHT FIT TO MAIN NOTE: 1. ANY HOLES, CUTS, OR ABRASIONS IN POLYWRAP SHALL BE REPAIRED PRIOR TO BACKFILL. 2. ALL EXPOSED WATER MAIN AND APPENDAGES SHALL BE POLYWRAPPED (EXISTING AND PROPOSED). (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-302 DETAILS (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-303 DETAILS PRE -TREATMENTare*per plans ACTION A-A REMAINDER Of BACKFILL:1.UNDER PAVEMENTS -STRUCTURAL FILL COMPACTED IN MAX 8’UFTS TO SUBGRADE OF PAVEMENT SECTION2.UNDER LAWN AND OTHER IMPROVED AREAS-GENERAL FILL COMPACTED IN MAX.12*LIFTS TO SUBGRADE OF TOPSOIL 12'MIN.BOTH PIPE AS SHOWN ON DRAWINGS. AS SPECIFIED BEDDING STONE ‘ROM 6* BELOW TO 12*ABOVE PIPE *SOIL M ROCK FOREBAY NOT TO SCALE 2 RIP-RAP OUTLET PROTECTION NOT TO SCALE RUBBER CASKETS OR BUTYL SEALANT AT JOINTS.GROUT JOINTS INSIDE AND OUT WITH NON-SHRINK GROUT ONLY IF 0-R1NGSAREUSED.BACKFILL WITH STRUCTURAL FILL UNDER PAVEMENTS. 3 UTILITY TRENCH (NOT FOR WATER) NOT TO SCALE DRAINAGE INLET NOT TO SCALE STORM MANHOLE NOT TO SCALE DETAIL NOT TO SCALE DETAIL NOT TO SCALE PLANT NG SOIL MI XTURE:SO<L MIXTURE SHALL BE A UNIFORM BLEND OF THE FOLLOWING BY WEIGHT:-TOPSOIL-25%TO 40%-SAND:60%TO 75% A.SAND:ASTM C33 B TOPSOIL ROADSIDE MIX TOPSOIL PER NYSDOT STANDARD SPECIFICATION 713-01. PERCENT FINES (<N0.200 SIEVE)IN RESULTANT MIXTURE TO BE BETWEEN 10%AND 15%. MULCH LAYER:(ABOVE SdL MIXTURE): 1.SHREDDED 2X HARDWOOD MULCH 100-YEAR MAX PER PLAN DRAWINGS RIM ELEVATION FILTER.BOTTOM OF BASIN INSPECTION PORT TO SEPARATION TO GROUNDWATER SEAL LINER TO PIPE FABRICATED TRASH RACK PER DETAIL IMPERMEABLE BASIN LINERS: PROVIDE LINERS FOR FILTERS EMBED24*MIN ON DRAWINGS.4*PVC PIPE ANO 45'BENDS AS SHOWN.CAP 2’m2‘I.D.PRECAST CONCRETE STRUCTURE PER DRAINAGEINLETDETAIL ANGLE STEEL -L 3*m3*m1/4* F1LTER ANO UNDERDRAIN SYSTEM FOR DE TERMINATION OF NORMAL HIGH GROUNDWATER LEVEL BELOW PRACTICE. EXPLORATIONS TO BE PERFORMED WHERE DIRECTED BY ENGINEER OR GEOTECHNICAL CONSULTANT. PERFORM DIGS TO A MINIMUM 48"BELOW SUBGRADE OF PRACTICE.TO THE DEPTH OF BEDROCK.OR TO THE SEASONAL HIGH WATER TABLE.WHICHEVER IS LESS. PROVIDE IMPERMEABLE BARRIER LINING FOR PRACTICES WHEN DIRECTED BY ENGINEER OR GEOTECHNICAL CONSULTANT. 24"SEPARATION TO NORMAL HIGH GROUNDWATER.IF SEPARATION rS LESS THAN MINIMUM,THE PRACTICE SHALL BE EQUIPPED WITH AN IMPERMEABLE SOIL EXPLORATION -SEPARATION TQ GROUNDWATER 1.FILTER PRACTICES SHALL BE INSTALLED WITH A MINIMUM UNER. 2.PERFORM TEST DKG EXPLORATIONS PRIOR TO INSTALLING GQNSIfiUCnQfLhQIES: 1.NO CONSTRUCTION EQUIPMENT OR HEAVY MATERIALS SHALL BE PLACED ON THE BlORETLNDON SOIL DURING AND FOLLOWING CONSTRUCTION.SO»L SHALL BE PLACED FROM OUTSIDE THE FILTER BED OR BY HAND. 2.THE PLANTING SOIL SHALL BE COMPOSED MATERIALS MEETING THE SPECIFICATIONS OF PLANTING SOILS OUTUNED ABOVE 3.THE SOIL SHALL BE INSTALLED IN MAX MUM 12’UFTS WITH LOW PRESSURE EQUIPMENT,AND COMPACTED BY SATURATING SOILS OF EACH UFT UNTIL WATER FLOWS THROUGH THE UNDERDRAIN. 4.PRIOR TO ESTABLISHING VEGETATION.ENSURE THE FILTRATION RATE OF PLACED SOIL BY FLOODING THE FILTER BED AND ENSURING THAT THE FILTER DRAINS WITHIN 24 HOURS. 5.NO FLOW SHALL BE DIRECTED TO THE FILTER UNTIL CONTRIBUTING SOILS ARE STABILIZED AND MULCH AND PLANTINGS WITHIN THE FILTER BASIN HAVE BEEN INSTALLED. -SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVEW OFPREFABRICATEDSTEELTRASHRACK..-TRASH RACK TO BE HOT-DIPPED GALVANIZED AFTER FABRICATION.4 -AU ANCHOR BOLTS ANO HARDWARE SHALL BE STAINLESS STEEL. TRASH RACK CROSS SECTION 6"PVC PERFORATEDUNDERDRAINPIPEWHERE SHOWN ON DRAWINGS IMPERMEABLE LINER W~ERE INDICATED ON DRAWINGS.HK>DENSITYPOLYETHYLENEMLVBRANE.MINIMUM 30-MIL THICKNESS.PER ASTM D751, D624 ANO D471.WElD AU SEAMS PROVIDE MAIMUM 4"CUSHION SAND BEDDING BETWEEN LINER AND STRUCTURE WHERE APPLICABLE SURVEY INFORMATION: PROVIDE NOTES: 2.HEAVY EQUIPMENT.FINISH 3.DO NOT STORE EQUIPMENT OF THE S’CRMWATER PRACTICES BY A LICENSED SURVEYOR INCLUDING THE FOLLOWING: INVERTS. GRADING OF MATERIAL By HAND. OR MATERIALS WITHIN BIORETENDON BASIN. DO NOT INSTALL UNDERDRAIN.PLANTING SOIL AND MULCH UNTX.AU C0NTR1BUDNG DRAINAGE AREAS HAVE BEEN STABILIZED UNLESS PROTECTED FROM SILTADON AND APPROVED BY OWNER. PLACE PLANTING SOIL IN 12*UFTS OR GREATER.DO NOT COMPACT WITH VIBRATORY OR TO OWNER AND ALL MS4'S AS-CONSTRUCTED SURVEY INFORMATION ELEVADONS OF AU EMBANKMENT CRESTS.WEIRS.RIMS,AND PIPE 1'CONTOURS WITHIN FOOTPRINT OF PRACTICE. ELEVADONS OF FILTER BED SURFACES. INV ELV.PER DRAWINGS NOIL GROUT SEAL AU UNDERDRAIN PIPE PENETRATIONS INSIDE ANO OUT.PROVIDE RESIDENT CONNECTOR FOR AU STORM P>PE PENETRATIONS PER ASTM C-923. OUTFALL STORM PIPEPERDRAWINGS DETAIL NOT TO SCALE BIORETENTION FILTER NOT TO SCALE (TGM E24-23) 24-054 Emergency Generator Project 101 Dates Drive Ithaca, NY 14850 18 JULY 2025 MPW Cayuga Medical Center FLS 24-054 24-054 No.Description Date Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C C-304 DETAILS NOTES: I.CROSS-SLOPE ’.5%TYPICAL.ABSOLUTE MAXIMUM 2 0%.UNLESS OTHERWISE SHOWN. 2.CONCRETE SHALL CONFORM TO NYSDOT STANDARD SPECIFICATION 501 AND CONSTRUCTION METHODS SMALL CONFORM TO NYSDOT STANDARD SPECIFKDA710N 608-3. 3.JOINT PATTERN AS PER PLAN OR PER DIRECTION OF OWNER. 4.SEAL AU EXPOSED CONCRETE WITH PENETRATING SEALER AT COMPLETION OF WET CURE.IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS. 3.PROVIDE EXPANSION JOINTS AT BUILDINGS.STRUCTURES AND AT MAXIMUM 30-F00T SPACING.EXPANSION JOINT TO INCLUDE 1/2*PRE -MOULDED RESIDENT JOINT FILLER.BACKER ROD AND SEALANT. 4.FINISH TO BE MEDIUM BROOM FINISH PERPENDICULAR TQ DIRECTION OF TRAVEL- 5.PROVIDE DOWEL REINFORCEMENT AT BUILDING ENTRANCES PER STRUCTURAL DRAWINGS. 1 CONCRETE WALK NOT TO SCALE w——~~ DRY CONCRETE BED SALVAGED GRANITE CURB. MORTAR AU JOINTS. CONTINUOUS 3000 p» CONCRETE BACKING WALK PAVEMENT SECTION PER DETAIL WHERESHOWNONDRAWINGS TACK COAT PAVEMENT SECTION PER DETAL STABILIZED SUBGRADE GRANITE CURB NOT TO SCALE 3 ASPHALT PAVEMENT NOT TO SCALE COMPACTED SUBGRADE PAVEMENT JOINT NOT TO SCALE LIGHT POLE BASE NOT TO SCALE 6 STONE MULCH NOT TO SCALE 7 DETAIL NOT TO SCALE 8 DETAIL NOT TO SCALE 9 DETAIL NOT TO SCALE 10 DETAIL NOT TO SCALE 11 DETAIL NOT TO SCALE 12 DETAIL NOT TO SCALE DETAIL NOT TO SCALE 14 DETAIL NOT TO SCALE 15 DETAIL NOT TO SCALE 16 DETAIL NOT TO SCALE A-201B5 A-201 A-201 B3 D5 A B 1 3 2 6" 25'-6" 22'-0" 21'-0" 30'-6"6" C EDB3 A-301 __________ A4 A-301 __________ 118 FIRE SERVICE 119 SWITCHGEAR 120 GENERATOR ROOM A-201 A5 100'-0" 10'-0" 6" 21 ' - 1 0 " 2 1 ' - 1 0 " 6" A-501 B2 119B 118 44 ' - 8 " 100'-0" 2' - 0 " M. O . 6' - 4 " 8' - 0 " M.O. 6'-4" 32'-8" M6.2 M6.2 M6.2 6' - 0 " 4' - 0 " 119A 120B 120A A-501 A1 A-501 A3 6'-8" M.O. 14'-0" 5'-4" 2'-8" M.O. 14'-0" 5'-4" 2'-8" M.O. 14'-0" 4'-4" 31'-0" A-501 A2 DAY TANK 1 DAY TANK 2 DAY TANK 3 (FUTURE) GEN 1 GEN 2 GEN 3 (FUTURE) 6" CONCRETE HOUSEKEEPING PAD SEE STRUCTURAL AND ELECTRICAL DWGS 3'-0" THICK CONCRETE MAT - SEE STRUCTURAL DRAWINGS. TOP OF MAT EL = +6" FE FE DN A B 1 3 2 C ED ROOF DRAIN WITH OVERFLOW GRAVITY VENTILATOR GENERATOR EXHAUST STACKS EXHAUST FAN SLOPE SL O P E SLOPE SL O P E SL O P E SL O P E SL O P E SLOPE SLOPE SL O P E RI D G E R I D G E VALLEY VALLEY VALLEY VALLEY ROOF DRAIN WITH OVERFLOW VALLEYVALLEY VALLEY VALLEY GRAVITY VENTILATOR SLOPE SLOPE MI N 10 ' - 0 " (FUTURE) GRAVITY VENTILATOR CRICKET (TYP) CRICKET (TYP) STRUCTURE DEFLECTION TRACK SECURED TO STRUCTURE (2) LAYER 5/8" TYPE "X" GWB BOTH SIDES METAL STUDS @ 16" O.C. 1/ 2 " SCHEDULED BASE TYPE STUD SIZE FIRE RATING STC TESTING REFERENCE NOTESWALL SIZE METAL STUD PARTITION - 2 LAYER OF GWB. EACH SIDE M6.2 6"2 HR --UL# U411 FIRESEAL ALL GAPS & PENETRATIONS8 1/2" FIRESTOP & SEALANT BOTH SIDES ACOUSTIC FIRE SEALANT - BOTH SIDES SCHEDULED BASE GENERAL CONSTRUCTION NOTES 1. ALL DIMENSIONS SHOWN ON THESE PLANS ARE FROM FACE OF FINISHED WALL TO FACE OF FINISHED WALL. 2. REFER TO SHEET A-601 FOR FOR FINISH LOCATIONS, FINISH LEGEND, AND NOTES. 3. PROVIDE SHEET METAL STRAPPING FOR ALL WALL MOUNTED EQUIPMENT INCLUDING, BUT NOT LIMITED TO, TV'S, RAILINGS, LOCKERS, TOILET ACCESSORIES, ETC. 4. PATCH AND REFINISH WALLS AND ADJACENT SURFACES IN ALL SPACES AFFECTED BY CONSTRUCTION AS NECESSARY TO MATCH EXISTING OR SCHEDULED FINISHES. 5. MASONRY WALL INFILLS TO BE TOOTHED IN WITH APPROPRIATE SIZED BLOCK. 6. FINISHED DOOR OPENINGS SHALL BE NOMINAL 6" FROM FINISHED CORNER OF ROOM AT HINGE SIDE, EXCEPT WHERE DIMENSIONED OTHERWISE ON THE PULL SIDE OF A DOOR OPENING. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 8 / 2 0 2 5 3 : 2 3 : 3 3 P M A-101 FLOOR AND ROOF PLANS 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 MJL Cayuga Medical Center MJL ISSUED FOR PERMIT 3/16" = 1'-0"3/16" = 1'-0"A5 FLOOR PLANFLOOR PLAN 0' 2' 4'12' 3/16" = 1'-0"3/16" = 1'-0"C5 ROOF PLANROOF PLAN 0' 2' 4'12' 1" = 1'-0"1" = 1'-0"A1 PARTITION TYPEPARTITION TYPE No. Description Date 3 TSFS 7 8 9 10 12 TU S R Q P N M 11 100 INSTALL NEW 2" INSULATED BLANK-OFF PANELS ON INSIDE FACE OF ALL EXISTING LOUVERS A-102 A3 INFILL LOUVER OPENING WITH NEW 3" INSULATED METAL PANEL. SEAL ALL CONDUIT PENETRATIOND WEATHER TIGHT. B3 7 8 9 10 12 TU S R Q P N M 11 A-102 C3 REMOVE EXISTING LOUVERS AS REQUIRED TO ACCOMMODATE EXISTING GENERATOR REMOVALS AND NEW ELECTRICAL EQUIPMENT INSTALLATION. RE-INSTALL EXISTING LOUVERS AFTER EQUIPMENT REMOVAL AND INSTALLATION IS COMPLETE. EXISTING 8" CMU WALLS TO BE REMOVED IN THEIR ENTIRETY TEMPORARY WALL AND DOOR AT ENTRANCE TO WORK AREA FIRE RESISTANT POLY BOTH SIDES OF DOOR. TAPE AND SEAL ALL SEAMS AND EDGES TO SURROUNDING CONSTRUCTION WALK OFF MAT EXISTING DOOR TO BE REMOVED. FRAME TO REMAIN. MODIFY AND PREP FRAME AS REQUIRED FOR INSTALLATION OF NEW HARDWARE AND NEW DOOR. TEMPORARY WALL AND DOOR AT ENTRANCE TO WORK AREA WALK OFF MAT FIRE RESISTANT POLY BOTH SIDES OF DOOR. TAPE AND SEAL ALL SEAMS AND EDGES TO SURROUNDING CONSTRUCTION REMOVE EXISTING LOUVER IN ITS ENTIRETY NOTE: EXISTING GENERATOR EXHAUST PIPING TO BE REMOVED. CAP AT FIRST FLOOR SLAB. FIRESTOP ANNULAR SPACE AROUND PIPING AT SLAB PENETRATION. INFILL ROOF DECK AND PATCH ROOF AFTER REMOVALS. SEE SHEET MD-103 FOR MORE INFORMATION REMOVE EXISTING CONCRETE EQUIPMENT PADS T U S R QP REMOVE EXISTING LOUVERS AS REQUIRED TO REMOVE EXISTING GENERATORS AND INSTALL NEW ELECTRICAL EQUIPMENT. REINSTALL LOUVERS AFTER WORK IS COMPLETE. COORDINATE EXTENT OF LOUVER REMOVALS REQUIRED WITH EXISTING EQUIPMENT REMOVALS AND NEW INSTALLATION REMOVE EXISTING LOUVER SECTION AND INFILL EXISTING LOUVER OPENING WITH NEW 3" INSULATED METAL PANEL. SEAL ALL CONDUIT PENERATIONS THROUGH METAL PANEL GENERAL DEMOLITION NOTES 1. REFER TO THIS SHEET FOR APPROXIMATE LOCATIONS OF TEMPORARY PARTITIONS. COORDINATE WITH OWNER AND OWNER'S ICRA PLAN AND PROCEDURES. 2. COORD. WITH ELECTRICAL DRAWINGS FOR ALL ELECTRICAL OUTLETS, WIRING, BOXES, CONDUIT, FIXTURES, ETC. LOCATED IN WALLS OR CEILINGS SHOWN TO BE REMOVED BY THIS PROJECT. 3. COORD. WITH PLUMBING DRAWINGS FOR ALL PLUMBING SUPPLY AND SANITARY COMPONENTS AND PIPING SHOWN TO BE REMOVED BY THIS PROJECT. 4. COORD. WITH MECHANICAL DRAWINGS FOR ALL HEATING EQUIPMENT, CONNECTIONS, CEILING UNITS, REGISTERS, BASEBOARD UNITS, DUCTWORK, ROOF TOP UNITS, ETC. SHOWN TO BE REMOVED BY THIS PROJECT. 5. PATCH ALL HOLES MADE BY MEP PENETRATIONS IN FLOORS AND WALLS TO REMAIN TO MATCH ADJACENT SURFACES. MAINTAIN FIRE RESISTANCE RATING OF WALLS AND FLOORS AS NOTED ON THE CODE COMPLIANCE PLAN G-002 6. PROVIDE WALK-OFF MATS AT ALL ENTRANCES TO PROJECT AREA FOR ENTIERTY OF CONSTRUCTION ACTIVITY. 7. SEAL ALL EXISTING DOORS NOT BEING USED AS CONSTRUCTION ENTRANCES TO PROJECT AREA IN A MANNER THAT COMPLIES WITH OWNER'S ICRA MANUAL TO PREVENT DUST MOVEMENT. SEAL BOTH SIDES OF DOOR WITH FIRE-RESISTANT POLY. 8. PROVIDE NEGATIVE AIR MACHINE(S) TO PUMP AIR FROM WORK AREA(S) THROUGH HEPA FILTERS TO A SPACE DETERMINED BY OWNER TO MAINTAIN NEGATIVE PRESSURE IN WORK AREA(S). COORDINATE FINAL LOCATION WHERE HEPA FILTERED AIR IS TO BE PUMPED WITH OWNER. 9. ALL TEMPORARY DOORS, FRAMES, AND HARDWARE SHALL HAVE FIRE RATING OF 45 MINUTES. 10. ANY WORK IN OCCUPIED AREAS WHERE OFFICE FURNITURE, EQUIPMENT, ETC. WILL BE LEFT IN PLACE FOR DURARTION OF THE WORK SHALL BE PROTECTED. FURNITURE AND EQUIPMENT SHALL BE THOROUGHLY CLEANED AND RETURNED TO PRE-WORK CONDITION PRIOR TO TURNING OVER TO OWNER. T U S R QP APPROXIMATE NEW CONDUIT LOCATIONS AND ARRANGEMENT. REFER TO ELECTRICAL DRAWINGS. SEAL ALL CONDUIT PENERATIONS THROUGH METAL PANEL WEATHERTIGHT REPLACE THIS SECTION OF LOUVER WITH NEW 3" INSULATED METAL PANEL. APPROXIMATE NEW CONDUIT LOCATIONS AND ARRANGEMENT. REFER TO ELECTRICAL DRAWINGS. SEAL ALL CONDUIT PENERATIONS THROUGH METAL PANEL WEATHERTIGHT REPLACE THIS SECTION OF LOUVER WITH NEW 3" INSULATED METAL PANEL. APPROXIMATE NEW CONDUIT LOCATIONS AND ARRANGEMENT. REFER TO ELECTRICAL DRAWINGS. SEAL ALL CONDUIT PENERATIONS THROUGH METAL PANEL WEATHERTIGHT INFILL EXISTING LOUVER OPENING WITH NEW 3" INSULATED METAL PANEL. INFILL EXISTING LOUVER OPENING WITH NEW 3" INSULATED METAL PANEL. TU S R Q P APPROXIMATE GRADE ELEVATION CROSSHATCHED AREA INDICATES APPROXIMATE EXTENT OF REINFORCED CONCRETE BEAM. NO CORES ALLOWED THROUGH THIS AREA. COORDINATE WITH STRUCTURAL APPROXIMATE LOCATION OF NEW CONDUITS. REFER TO ELECTRICAL. REVIEW CORE LOCATIONS WITH STRUCTURAL ENGINEER PRIOR TO CORE DRILLING 1/8" = 1'-0"1/8" = 1'-0"C5EXISTING HOSPITAL - BASEMENT DEMOLITION PLANEXISTING HOSPITAL - BASEMENT DEMOLITION PLAN Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 8 / 2 0 2 5 3 : 2 3 : 3 5 P M A-102 PARTIAL HOSPITAL BASEMENT PLANS AND DETAILS 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 MJL Cayuga Medical Center MJL ISSUED FOR PERMIT 1/8" = 1'-0"1/8" = 1'-0"A5EXISTING HOSPITAL - BASEMENT CONSTRUCTION PLANEXISTING HOSPITAL - BASEMENT CONSTRUCTION PLAN 1/8" = 1'-0"1/8" = 1'-0"C3SOUTH AREAWAY ELEVATION - DEMOLITIONSOUTH AREAWAY ELEVATION - DEMOLITION 1/8" = 1'-0"1/8" = 1'-0"A3SOUTH AREAWAY ELEVATION - NEW CONSTRUCTIONSOUTH AREAWAY ELEVATION - NEW CONSTRUCTION 1/8" = 1'-0"1/8" = 1'-0"B3NORTH AREAWAY ELEVATION - NEW CONSTRUCTIONNORTH AREAWAY ELEVATION - NEW CONSTRUCTION No. Description Date FIRST FLOOR 0'-0" TOP OF STEEL 18'-0" 1 32 12" INSULATED CMU TYPE 2 FRP DOOR IN THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM BUILDING MOUNTED LIGHT FIXTURE 12" INSULATED CMU TYPE 1 CJ PRE-FINISHED METAL COPING 20'-0" FIRST FLOOR 0'-0" TOP OF STEEL 18'-0" 13 2 EXPOSED CONCRETE FOUNDATION WALL FRP DOOR IN THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM PREFABRICATED GALVANIZED EXIT STAIR WITH HANDRAILS AND GUARDS BUILDING MOUNTED LIGHT FIXTURE 12" INSULATED CMU TYPE 2 12" INSULATED CMU TYPE 1 CJ PRE-FINISHED METAL COPING 20'-0" FIRST FLOOR 0'-0" TOP OF STEEL 18'-0" ABCE D 12" INSULATED CMU TYPE 1 6" DRAINABLE LOUVER EXPOSED CONCRETE FOUNDATION WALL GENERATOR EXHAUST STACK GRAVITY VENTILATOR 12" INSULATED CMU TYPE 2 A-601 C3 TYP EXHAUST FAN 1' - 6 " DRAIN - SEE PLUMBING CJCJCJCJCJ PRE-FINISHED METAL COPING 4'-0"4'-0" 4'-0"4'-0" 2'-0"7'-4"2'-0" FIRST FLOOR 0'-0" TOP OF STEEL 18'-0" A B C ED GRAVITY VENTILATOR PREFABRICATED GALVANIZED EXIT STAIR WITH HANDRAILS AND GUARDS FRP DOOR IN THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM BUILDING MOUNTED LIGHT FIXTURE 12" INSULATED CMU TYPE 2 12" INSULATED CMU TYPE 1 1' - 6 " OVERFLOW DISCHARGE COORD W/PLUMBING 1' - 6 " OVERFLOW DISCHARGE COORD W/PLUMBING CJ CJ CJ CJ CJ PRE-FINISHED METAL COPING 2'-0" 21'-4" 24'-8" 23'-4" 26'-8" 2'-0" Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 8 / 2 0 2 5 3 : 2 3 : 3 6 P M A-201 EXTERIOR ELEVATIONS 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 MJL Cayuga Medical Center MJL ISSUED FOR PERMIT 3/16" = 1'-0"3/16" = 1'-0"B3 WEST ELEVATIONWEST ELEVATION 3/16" = 1'-0"3/16" = 1'-0"D5 NORTH ELEVATIONNORTH ELEVATION 3/16" = 1'-0"3/16" = 1'-0"B5 EAST ELEVATIONEAST ELEVATION 0' 2' 4'12' 0' 2' 4'12'0' 2' 4'12' 0' 2' 4'12' 3/16" = 1'-0"3/16" = 1'-0"A5 SOUTH ELEVATIONSOUTH ELEVATION No. Description Date B3 A-301 __________ A-311 A5 FIRST FLOOR 0" FIRST FLOOR 0" TOS ROOF 18' - 0" TOS ROOF 18' - 0" A B C D E 120 GENERATOR ROOM 118 FIRE SERVICE 119 SWITCHGEAR A4 A-301 __________ A-311 A3 FIRST FLOOR 0" FIRST FLOOR 0" TOS ROOF 18' - 0" TOS ROOF 18' - 0" 123 OPH 120 GENERATOR ROOM A-311 A1 3'-0" THICK CONCRETE MAT - SEE STRUCTURAL DRAWINGS. TOP OF MAT EL = +6" 6" Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 8 / 2 0 2 5 3 : 2 3 : 3 7 P M A-301 BUILDING SECTIONS 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 MD Cayuga Medical Center MJL ISSUED FOR PERMIT 3/16" = 1'-0"3/16" = 1'-0"A4 BUILDING SECTIONBUILDING SECTION 3/16" = 1'-0"3/16" = 1'-0"B3 BUILDING SECTIONBUILDING SECTION No. Description Date FIRST FLOOR 0'-0" TOP OF STEEL 18'-0" 3 8" 1 0 ' - 7 5 / 8 " M. O . 7' - 4 3 / 8 " 120 GENERATOR ROOM A-511 B3 6" SE E S T R U C T U R A L D W G S TO P O F F O O T I N G T O P O F M A S O N R Y W A L L = 1 8 ' - 8 " A-511 A3 A-511 D3 12" NRG ICMU (GROUT CORES SOLID - TYP) SEE ELEVATIONS FOR COLOR VARIATIOS CONCRETE FOOTING SEE STRUCTURAL DWGS FRP DOOR IN THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM 2' - 0 " 2'-0" SEE A5/A-311 FOR TYPICAL CMU COURSING TYPES FIRST FLOOR 0'-0" TOP OF STEEL 18'-0" A 8" 1 8 ' - 0 " 120 GENERATOR ROOM 6" TO P O F M A S O N R Y W A L L = 1 8 ' - 8 " - 1 2 " I N S U L A T E D C M U ( 28 C O U R S E S ) SE E S T R U C T U R A L D W G S TO P O F F O O T I N G A-511 A4 A-511 D3 SIM 12" NRG ICMU (GROUT CORES SOLID - TYP) SEE ELEVATIONS FOR COLOR VARIATIOS CONCRETE FOOTING SEE STRUCTURAL DWGS 2' - 0 " 2'-0" 3' - 4 " 8 " 2 ' - 0 " 1 ' - 4 " 1 ' - 4 " 2 ' - 0 " 8 " 7 ' - 4 " CMU TYPE 2 - TYP (11 COURSES) CMU TYPE 1 - TYP (1 COURSE) CMU TYPE 2 - TYP (3 COURSES) CMU TYPE 1 - TYP (2 COURSES) CMU TYPE 2 - TYP (2 COURSES) CMU TYPE 1 - TYP (3 COURSES) CMU TYPE 2 - TYP (1 COURSE) CMU TYPE 1 - TYP (5 COURSES) FIRST FLOOR 0'-0" TOP OF STEEL 18'-0" 1 TO P O F M A S O N R Y W A L L = 1 8 ' - 8 " 8" 120 GENERATOR ROOM 6" A-511 C1 A-511 A1 TO P O F F O O T I N G - S E E S T R U C T U R A L D W G S 6" DRAINABLE LOUVER A-511 B1 CONCRETE FOOTING SEE STRUCTURAL DWGS 2' - 0 " 2'-0" 2' - 8 " 7 ' - 0 " ( L O U V E R S E C T I O N ) 7 ' - 0 " ( L O U V E R S E C T I O N ) 1 ' - 4 " SEE A5/A-311 FOR TYPICAL CMU COURSING TYPES 6" DRAINABLE LOUVER Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 8 / 2 0 2 5 3 : 2 3 : 3 7 P M A-311 WALL SECTIONS 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 MD Cayuga Medical Center MJL ISSUED FOR PERMIT 3/4" = 1'-0"3/4" = 1'-0"A3 WALL SECTIONWALL SECTION 3/4" = 1'-0"3/4" = 1'-0"A5 WALL SECTIONWALL SECTION 3/4" = 1'-0"3/4" = 1'-0"A1 WALL SECTIONWALL SECTION No. Description Date 1 12" NRG ICMU (GROUT CORES SOLID - TYP) SEE STRUCTURAL FOR REINFORCING 6" DRAINABLE LOUVER BACKER ROD & SEALANT SHIM COORDINATE WITH LOUVER MANUFACTURER FOR CONNECTION SUPPORT (PROVIDE ISOLATION TAPE AT DISSIMILAR METALS - TYP) B1 A-511 __________ A 1 6" 6" 12" NRG ICMU (GROUT CORES SOLID - TYP) SEE STRUCTURAL FOR REINFORCING 12" NRG ICMU (GROUT CORES SOLID - TYP) SEE STRUCTURAL FOR REINFORCING 4"X4"X8" CMU 8" CMU CORNER UNIT (GROUT CORES SOLID - TYP) SEE STRUCTURAL FOR REINFORCING 1 LOUVER SECTION LOUVER SECTION CL 6" DRAINABLE LOUVER (TYP) STEEL POST - COORDINATE WITH STRUCTURAL DWGS AND LOUVER MFR FOR CONNECTION DETAILS (PROVIDE ISOLATION TAPE AT DISSIMILAR METALS - TYP) B1 A-511 __________ SHEET METAL FLASHING WITH 3" MIN FACE AND DRIP EDGE FASTENER & SEAM FASTENING PLATE @ 12" O.C. EPDM MEMBRANE FLASHING OVER BONDING ADHESIVE SCREW & STRESS PLATE @ 12" O.C. 6" WIDE REINFORCED EPDM MEMBRANE STRIP CONTINUOUS LAP SEALANT SEE MECHANICAL DWGS FOR EQUIPMENT METAL DECKING - SEE STRUCTURAL DRAWINGS 5/8" DENSDECK UNDERLAYMENT VAPOR BARRIER 5/8" DENSDECK COVERBOARD 6" POLYISO INSULATION - R-30 CU R B S W / M E C H CO O R D H E I G H T O F CURB (BY OTHERS) SEE STRUCTURAL DWGS FOR STRUCTURAL SUPPORT AT ROOF OPENINGS (TYP) FIRST FLOOR 0'-0" 3' - 6 " MAX 4" OC 1'-0" RETURN HANDRAIL TO POST (TYP) 7 E Q R = 4 ' - 0 " GRADE (VIF) 2' - 1 0 " 3' - 6 " RETURN HANDRAIL TO POST (TYP) 8" CONCRETE SONOTUBES COORDINATE WITH STRUCT AND STAIR MANUFACTURER (TYP) PREFABRICATED GALVANIZED EXIT STAIR WITH HANDRAILS AND GUARDS NOTE: ALL EXPOSED STEEL, CONNECTIONS FASTENERS, ETC... TO BE HOT DIPPED GALVANIZED (TYP) E 11 ' - 2 " 5' - 8 " 6 T @ 1 1 " = 5 ' - 6 " B4 A-501 __________ 4'-0" 2' - 0 " A-501B5 RETURN HANDRAIL TO POST (TYP) RETURN HANDRAIL TO POST (TYP)1' - 0 " 1' - 0 " PREFABRICATED GALVANIZED EXIT STAIR WITH HANDRAILS AND GUARDS FIRST FLOOR 0'-0" GRADE (VIF)7 E Q R = 4 ' - 0 " 1'-0"2'-0" 1'-0" 2' - 1 0 " 4" 3' - 6 " NOTE: ALL EXPOSED STEEL, CONNECTIONS FASTENERS, ETC... TO BE HOT DIPPED GALVANIZED (TYP) CONCRETE SONOTUBES COORDINATE WITH STRUCT AND STAIR MANUFACTURER (TYP) PREFABRICATED GALVANIZED EXIT STAIR WITH HANDRAILS AND GUARDS TYP 11" xxxxxxxxx LAP SEALANT PERIMETER SEALANT HO T S T A C K METAL COLLAR RAIN HOOD xxxxxxxxx NOTES: - REMOVE ALL LEAD AND OTHER FLASHING BEFORE INSTALLING FIELD FABRICATED PIPE SEAL - TEMPERATURE OF METAL COLLAR NOT TO EXCEED 180 DEGREES F - IN COLDER TEMPERATURES, A HEAT GUN MUST BE USED WHEN FORMING PRESSURE SENSITIVE ELASTOFORM FLASHING Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 8 / 2 0 2 5 3 : 2 3 : 3 8 P M A-501 PLAN, ROOF & STAIR DETAILS 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 MD Cayuga Medical Center MJL ISSUED FOR PERMIT 1 1/2" = 1'-0"1 1/2" = 1'-0"A1 PLAN DETAIL - CMU OPENING AT LOUVERPLAN DETAIL - CMU OPENING AT LOUVER 1 1/2" = 1'-0"1 1/2" = 1'-0"A3 PLAN DETAIL - TYPICAL CMU CORNERPLAN DETAIL - TYPICAL CMU CORNER 1 1/2" = 1'-0"1 1/2" = 1'-0"A2 PLAN DETAIL - LOUVER SUPPORTPLAN DETAIL - LOUVER SUPPORT 1/4" = 1'-0"1/4" = 1'-0"B2 STAIR PLANSTAIR PLAN 1/4" = 1'-0"1/4" = 1'-0"B4 STAIR SECTIONSTAIR SECTION 1/4" = 1'-0"1/4" = 1'-0"B5 STAIR ELEVATIONSTAIR ELEVATION 1 1/2" = 1'-0"1 1/2" = 1'-0"B1 SECTION DETAIL - TYPICAL ROOF CURBSECTION DETAIL - TYPICAL ROOF CURB 1 1/2" = 1'-0"1 1/2" = 1'-0"D1 SECTION DETAIL - HOT PIPESECTION DETAIL - HOT PIPE No. Description Date FIRST FLOOR 0'-0" 1 6" (2 C O U R S E S ) 1' - 4 " 6" STANDARD CMU (GROUT CORES SOLID TYP) SEE STRUCTURAL FOR REINFORCING4" CMU VENEER 2" AIR SPACE COORD W/MANUFACTURER FOR WEEPS AND LOCATIONS BOND BEAM - SEE STRUCTURAL DWGS COMPRESSIBLE FILLER CONCRETE FOUNDATION WALL - SEE STRUCTURAL DWGS CONCRETE SLAB - SEE STRUCTURAL DWGS MORTAR BED FLASHING BACKER ROD AND SEALANT SHIM 6" DRAINABLE LOUVER VAPOR BARRIER 2" RIGID INSULATION (TYP) STEEL POST - SEE STRUCTURAL DWGS. COORDINATE CONNECTIONS TO LOUVER WITH LOUVER MFR. (PROVIDE ISOLATION TAPE AT DISSIMILAR METALS - TYP) TOP OF STEEL 18'-0" 1 6" 8" 6" STANDARD CMU (GROUT CORES SOLID TYP) SEE STRUCTURAL FOR REINFORCING 4" CMU VENEER 2" AIR SPACE 12" NRG ICMU (GROUT CORES SOLID - TYP) SEE STRUCTURAL FOR REINFORCING MORTAR BED FLASHING - COORD W/INSULATED CMU MFR FOR WEEPS/LOCATIONS BACKER ROD AND SEALANT SHIM BOND BEAM - SEE STRUCTURAL DWGS 6" DRAINABLE LOUVER BOND BEAM - SEE STRUCTURAL DWGS STEEL ANGLE DECK SUPPORT SEE STRUCTURAL DWGS METAL DECKING - SEE STRUCTURAL DRAWINGS 5/8" DENSDECK UNDERLAYMENT VAPOR BARRIER 5/8" DENSDECK COVERBOARD MEMBRANE ROOFING CONTINUE OVER FACE OF CMU WALL MEMBRANE COUNTER FLASHING 2X PT WOOD BLOCKING PRE-FINISHED METAL COPING 6" POLYISO INSULATION - R-30 STEEL POST - COORDINATE W/STRUCTURAL DRAWINGS FOR CONNECTION TO BOND BEAM AT HEAD 1 6" 8' - 4" LO U V E R S E C T I O N LO U V E R S E C T I O N ALIGNMENT PLATE BY LOUVER MFR 6" DRAINABLE LOUVER STEEL POST - SEE STRUCT DWGS STEEL BEAM - SEE STRUCTURAL DWGS FIRST FLOOR 0'-0" 3 ALUMINUM THRESHOLD - SET IN CONTINUOUS BED OF SEALANT. DEPTH OF THRESHOLD TO FULLY COVER COMPRESSIBLE FILLER COMPRESSIBLE FILLER CONCRETE SLAB - SEE STRUCTURAL DRAWINGS CONCRETE FOUNDATION WALL - SEE STRUCTURAL DWGS FRP DOOR IN THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM VAPOR BARRIER 2" RIGID INSULATION (TYP) 3 6" 12" NRG ICMU (GROUT CORES SOLID - TYP) SEE STRUCTURAL FOR REINFORCING BOND BEAM - SEE STRUCTURAL DWGS SHIM BACKER ROD & SEALANT EACH SIDE - TYP FRP DOOR IN THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM 6" STANDARD CMU (GROUT CORES SOLID TYP) SEE STRUCTURAL FOR REINFORCING 4" CMU VENEER 2" AIR SPACE MORTAR BED FLASHING - COORD W/INSULATED CMU MFR FOR WEEPS/LOCATIONS FIRST FLOOR 0'-0" A 6" 6" STANDARD CMU (GROUT CORES SOLID TYP) SEE STRUCTURAL FOR REINFORCING4" CMU VENEER 2" AIR SPACE FLASHING COORD W/MANUFACTURER FOR WEEPS AND LOCATIONS 12" NRG ICMU (GROUT CORES SOLID - TYP) SEE STRUCTURAL FOR REINFORCING COMPRESSIBLE FILLER CONCRETE FOUNDATION WALL - SEE STRUCTURAL DWGS CONCRETE SLAB - SEE STRUCTURAL DWGS MORTAR BED VAPOR BARRIER 2" RIGID INSULATION (TYP) TOP OF STEEL 18'-0" 3 8" 12" NRG ICMU (GROUT CORES SOLID - TYP) SEE STRUCTURAL FOR REINFORCING BOND BEAM - SEE STRUCTURAL DWGS STEEL ANGLE DECK SUPPORT SEE STRUCTURAL DWGS METAL DECKING - SEE STRUCTURAL DRAWINGS 5/8" DENSDECK UNDERLAYMENT VAPOR BARRIER 5/8" DENSDECK COVERBOARD MEMBRANE ROOFING CONTINUE OVER FACE OF CMU WALL MEMBRANE COUNTER FLASHING 2X PT WOOD BLOCKING PRE-FINISHED METAL COPING 6" 6" POLYISO INSULATION - R-30 Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 8 / 2 0 2 5 3 : 2 3 : 3 9 P M A-511 SECTION DETAILS 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 MD Cayuga Medical Center MJL ISSUED FOR PERMIT 1 1/2" = 1'-0"1 1/2" = 1'-0"A1 SECTION DETAILSECTION DETAIL 1 1/2" = 1'-0"1 1/2" = 1'-0"C1 SECTION DETAILSECTION DETAIL 1 1/2" = 1'-0"1 1/2" = 1'-0"B1 SECTION DETAILSECTION DETAIL 1 1/2" = 1'-0"1 1/2" = 1'-0"A3 SECTION DETAILSECTION DETAIL 1 1/2" = 1'-0"1 1/2" = 1'-0"B3 SECTION DETAILSECTION DETAIL 1 1/2" = 1'-0"1 1/2" = 1'-0"A4 SECTION DETAILSECTION DETAIL 1 1/2" = 1'-0"1 1/2" = 1'-0"D3 SECTION DETAILSECTION DETAIL No. Description Date FRAME ELEVATION - 2 FRAME ELEVATION - 3FRAME ELEVATION - 1 2" 2" 2" 2" 1 3/8" 2 5 / 8 " 2 5/8" 2" DOOR ELEVATION - A DOOR ELEVATION - B 2 5 / 8 " 2 5 / 8 " AS SCHED AS S C H E D U L E D AS SCHEDULED AS S C H E D U L E D 14 ' - 0 " 14'-0" 7' - 0 " 7' - 0 " 7'-0"7'-0" 7'-0" x 7'-0" LOUVER SECTION (TYP) SHIM BACKER ROD & SEALANT EACH SIDE - TYP SEE DOOR SCHEDULE THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM H3 2" DOUBLE METAL STUD AT HEADER (TYP) HOLLOW METAL FRAME (PAINT) SEALANT (BOTH SIDES) DOOR AS SCHEDULED H1 1/2" TYPES SEE PARTITION 2" 1/ 2 " TY P E S SE E PA R T I T I O N DOUBLE METAL STUDS AT JAMBS (TYP) HOLLOW METAL FRAME (PAINT) PERIMETER SEALANT (BOTH SIDES) TYP J1 DOUBLE METAL STUDS AT JAMBS (TYP) HOLLOW METAL FRAME (PAINT) 2 5/8" 1 3/8" J2 1/ 2 " TY P E S SE E PA R T I T I O N SEALANT (BOTH SIDES) DOOR AS SCHEDULED SEALANT (BOTH SIDES) DOUBLE METAL STUD AT HEADER (TYP) HOLLOW METAL FRAME (PAINT) 2 5 / 8 " H2 DOOR AS SCHEDULED TYPES SEE PARTITION 1/2" SHIM BACKER ROD & SEALANT EACH SIDE - TYP SEE DOOR SCHEDULE THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM J3 FINISH SCHEDULE GENERAL NOTES 1. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN SCHEDULE AND DRAWINGS FOR CLARIFICATION. 2. REFER TO FLOOR PLANS FOR PROJECT NORTH WHEN REFERENCING FINISH SCHEDULE. 3. ALL NEW HM DOORS & FRAMES WITHIN PROJECT AREA TO BE PAINTED PNT-2, U.N.O. 4. ALL WALLS TO HAVE EGGSHELL PAINT FINISH U.N.O. 5. PNT-1 AT GWB WALLS ONLY Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By: Sheet No. Project Information A red seal and a blue signature indicates an original document. www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 4 3 2 1 D A 5 B C 7/ 1 8 / 2 0 2 5 3 : 2 3 : 4 1 P M A-601 DOOR AND FRAME TYPES, SCHEDULE & ROOM FINISH SCHEDULE 24-054 Emergency Generator Project 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 MD Cayuga Medical Center MJL ISSUED FOR PERMIT DOOR AND FRAME SCHEDULE Level DOOR NO. DOOR FRAME DETAILS FIRE LABEL HARDWARE REMARKSTYPE MATERIAL FINISH Width Height TYPE MATERIAL FINISH HEAD JAMB FIRST FLOOR 100 2BB HM PNT-2 3'-0" 7'-0" 1 PNT -- -- 90 MIN 6 MODIFY FRAME TO ACCOMMODATE NEW DOOR, SWING AND HARDWARE FIRST FLOOR 118 A HM PNT-2 3'-0" 7'-0" 1 HM PNT-2 H1 J1 90 MIN 4 FIRST FLOOR 119A A FRP -- 3'-0" 7'-2" 1 ALUM -- H3 J3 -- 5 FIRST FLOOR 119B B HM PNT-2 6'-0" 7'-0" 3 HM PNT-2 H2 J2 90 MIN 3 PAIR OF 3"-0" DOORS FIRST FLOOR 120A B FRP -- 6'-0" 7'-2" 2 ALUM -- H3 J3 -- 1 PAIR OF 3"-0" DOORS FIRST FLOOR 120B B FRP -- 6'-0" 7'-2" 2 ALUM -- H3 J3 -- 2 PAIR OF 3"-0" DOORS 1/4" = 1'-0"1/4" = 1'-0"C3 TYPICAL LOUVER AT GENERATORTYPICAL LOUVER AT GENERATOR 1 1/2" = 1'-0"1 1/2" = 1'-0"B1 ALUMINUM FRAME - HEAD DETAILALUMINUM FRAME - HEAD DETAIL 1 1/2" = 1'-0"1 1/2" = 1'-0"B4 HOLLOW METAL DOOR & FRAME - HEAD DETAILHOLLOW METAL DOOR & FRAME - HEAD DETAIL 1 1/2" = 1'-0"1 1/2" = 1'-0"A4 HOLLOW METAL DOOR & FRAME - JAMB DETAILHOLLOW METAL DOOR & FRAME - JAMB DETAIL 1 1/2" = 1'-0"1 1/2" = 1'-0"A3 HOLLOW METAL DOOR & FRAME - JAMB DETAIL (DOUBLE EGRESS)HOLLOW METAL DOOR & FRAME - JAMB DETAIL (DOUBLE EGRESS) 1 1/2" = 1'-0"1 1/2" = 1'-0"B3 HOLLOW METAL DOOR & FRAME - HEAD DETAIL (DOUBLE EGRESS)HOLLOW METAL DOOR & FRAME - HEAD DETAIL (DOUBLE EGRESS) 1 1/2" = 1'-0"1 1/2" = 1'-0"A1 ALUMINUM FRAME - JAMB DETAILALUMINUM FRAME - JAMB DETAIL ROOM FINISH SCHEDULE NUMBER NAME Floor Finish Base Finish WALL Ceiling Finish REMARKSNORTH EAST SOUTH WEST 118 FIRE SERVICE -- RB -- PNT-1 PNT-1 PNT-1 -- RB AT GWB WALLS ONLY 119 SWITCHGEAR -- RB PNT-1 -- -- PNT-1 -- RB AT GWB WALLS ONLY 120 GENERATOR ROOM -- RB -- PNT-1 -- -- -- RB AT GWB WALLS ONLY No. Description Date FIXTURE VALVES / ACCESSORIES GENERAL FIRE PROTECTION ABBREVIATIONS CB - CATCH BASIN FD - FLOOR DRAIN FS - FLOOR SINK HD - HUB DRAIN HYD - HYDRANT TD - TRENCH DRAIN AC - AIR COMPRESSOR ABD - AUTOMATIC BALL DRIP ACV - ALARM CONTROL VALVE BFP - BACK FLOW PREVENTOR DEVICE CV - CHECK VALVE DC - DOUBLE CHECK VALVE DCDA - DOUBLE CHECK DETECTOR ASSEMBLY FCV - FLOOR CONTROL VALVE FDC - FIRE DEPARTMENT CONNECTION FHVC - FIRE HOSE VALVE CABINET FS - FLOW SWITCH GV - GATE VALVE OS&Y - OUTSIDE SCREW AND YOKE GATE VALVE PG - PRESSURE GAUGE PIV - POST INDICATOR VALVE RPZ - REDUCED PRESSURE ZONE BACKFLOW DEVICE TS - TAMPER SWITCH EQUIPMENT BLDG - BUILDING CI - CAST IRON CO - CLEAN OUT DIA - DIAMETER DN - DOWN DROP - DROP (WITHIN FLOOR) DWG - DRAWING (E) - EXISTING FLR - FLOOR FT - FEET GPM - GALLONS PER MINUTE ID - INSIDE DIAMETER IN - INCH NC - NORMALLY CLOSED NIC - NOT IN CONTRACT NO - NORMALLY OPEN NTS - NOT TO SCALE PSI - POUNDS PER SQUARE INCH PSIG - POUNDS PER SQUARE INCH (GAUGE) SF - SQUARE FEET TYP - TYPICAL UP - UP (PENETRATES FLOOR SLAB) DESCRIPTIONSYMBOL FIRE PROTECTION SYMBOLS LIST FIRE PROTECTION SERVICE (FP) SPRINKLER MAIN / WET PIPING SYSTEM (S) SPRINKLER MAIN / BRANCH DRY PIPING (DP) DRY UPRIGHT SPRINKLER HEAD FP S DP DRY / PRE-ACTION ALARM VALVE (DPV) FIRE DEPARTMENT CONNECTION ( FDC) GATE VALVE W/ TAMPER SWITCH POST INDICATOR VALVE (PIV) FIRE HOSE VALVE (FHV) WATER GONG FIRE HYDRANT (FH) POINT OF CONNECTION POINT OF DISCONNECTION CENTER LINE ELBOW DOWN ELBOW UP 45 DEG OFFSET BOTTOM TEE CONNECTION TOP TEE CONNECTION PIPE CONTINUATION X X X DEMOLITION KEYNOTE DRAWING KEYNOTE DRAWING KEYNOTE NEW PIPING (E)EXISTING PIPING FLUSHING CONNECTION PRESSURE SWITCH (PS) FLOW SWITCH (FS) TAMPER SWITCH (TS) BACKFLOW DEVICE CHECK VALVE FS PS TS INSPECTORS TEST CONNECTION (ITC) DRAIN PIPING (D)D COMPRESS AIR PIPING (CA)CA X REVISION TAG BALL VALVE WET PIPE UPRIGHT PENDENT SPRINKLER HEAD DRY SIDE WALL SPRINKLER HEAD ELECTRICAL EQUIPMENT CHARACTERISTIC NOTES: A. REFER TO MEP-001 SERIES DRAWINGS FOR MOTOR AND ELECTRICAL REQUIREMENTS. GENERALNOTES: A. ALL WORK SHALL BE IN ACCORDANCE WITH FACILITY DESIGN AND CONSTRUCTION STANDARDS, ASSOCIATED CODES, AND AUTHORITIES HAVING JURISDICTION. B. THE DESIGN OF THE SPRINKLER SYSTEM IS PERFORMANCE BASED. WHERE SPRINKLER MAINS OR HEADS ARE SHOWN THEY ARE SHOWN ONLY FOR ILLUSTRATION. CONTRACTOR TO PROVIDE DEGISN AND LAYOUT AS PER CURRENT CODE. C. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT NEAT, RECTILINEAR APPEARANCE WHEN COMPLETED. MAINTAIN MAXIMUM HEAD ROOM AT ALL TIMES. DO NOT RUN PIPES EXPOSED UNLESS SHOWN AND NOTED TO BE EXPOSED ON DRAWINGS. D. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. IT IS NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, FITTING OR COMPONENT; HOWEVER, CONTRACT DOCUMENTS REQUIRE COMPONENTS AND MATERIALS WHETHER OR NOT INDICATED OR SPECIFICALLY SPECIFIED TO MAKE THE SYSTEMS BEING INSTALLED COMPLETE, CODE COMPLIANT, TESTED AND OPERATIONAL. E. PERFORM WORK, PROVIDE MATERIALS AND EQUIPMENT FOR SYSTEMS SHOWN, SPECIFIED AND DESCRIBED ON DRAWINGS. COMPLETELY COORDINATE ALL TRADES OF THIS CONTRACT AND PROVIDE COMPLETE AND FULLY FUNCTIONAL INSTALLATION. ALL WORK IN THIS SET TO BE COMPLETED UNDER THIS CONTRACT, UNLESS OTHERWISE INDICATED. F. ALL NEW PENETRATIONS THROUGH WALLS, FLOORS, AND ROOFS SHALL BE PROVIDED FOR INSTALLATION OF FIRE PROTECTION SYSTEMS INCLUDING, BUT NOT LIMITED TO, EQUIPMENT, PIPING, ETC. 1. ALL PENETRATIONS THROUGH NON-RATED WALLS SHALL BE SEALED WITH A NON-HARDENING SEALANT ON BOTH SIDES OF WALL PENETRATION TO REDUCE NOISE TRANSMISSION. 2. ALL PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE FIRE/SMOKE SEALED. SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS, PARTITIONS, AND FLOORS WITH UL RATED MATERIALS/METHODS EQUIVALENT TO FIRE RATING OF ASSEMBLY. REFER TO THE ARCHITECTURAL CODE ANALYSIS SHEET. WHERE A CODE ANALYSIS SHEET IS NOT AVAILABLE, CONTRACTOR SHALL ASSUME ALL PIPING AND CONDUIT PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE RATED FOR A MINIMUM OF 1-HOUR. 3. EXPOSED PENETRATIONS IN ALL AREAS SHALL BE PROVIDED WITH ESCUTCHEONS. G. FLOW TEST DATA IS FURNISHED FOR REFERENCE ONLY. PROVIDE A FLOW TEST AS THE BASIS FOR DESIGN CALCULATIONS. H. STRUCTURAL ELEMENTS OF THE BUILDING SHALL BE MODIFIED ONLY AS PERMITTED BY WRITTEN AUTHORIZATION FROM THE ARCHITECT AND STRUCTURAL ENGINEER. I. INSTRUCT THE OWNER IN THE PROPER OPERATION AND MAINTENANCE OF THE FIRE PROTECTION SYSTEMS UNTIL THE OWNER IS FULLY PREPARED TO OPERATE AND MAINTAIN THE MECHANICAL SYSTEM. J. ALL SUPPORT SHALL BE FROM BUILDING STRUCTURE OR FROM CEILING SUSPENSION SYSTEM WHICH HAS BEEN REINFORCED. SUPPORTS SHALL BE SELECTED AND INSTALLED TO PROVIDE A VIBRATION FREE INSTALLATION. K. ACCESS DOORS ARE REQUIRED FOR ACCESS TO SERVICE EQUIPMENT SUCH AS VALVES, GAUGES OR ACCESSORIES. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF THE REQUIRED SERVICE CLEARANCES. L. MATERIALS AND EQUIPMENT SHALL BE NEW AND INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. MAINTAIN MANUFACTURER'S EQUIPMENT CLEARANCES. M. EQUIPMENT, MATERIALS AND LABOR REQUIRED BY THESE CONTRACT DRAWINGS SHALL BE GUARANTEED TO BE FREE FROM DEFECTIVE MATERIALS OR WORKMANSHIP FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT UNLESS SPECIFIED OTHERWISE. DEFECTIVE MATERIALS OR WORKMANSHIP OCCURRING DURING THIS PERIOD SHALL BE CORRECTED AT NO ADDITIONAL COST. N. LOCATE PIPING TO PREVENT FREEZING. DO NOT LOCATE ANY WET PIPING IN EXTERIOR WALLS OR IN UNHEATED SPACES. O. PIPING SHALL NOT BE INSTALLED ABOVE ELECTRICAL PANELS. COORDINATE INSTALLATION OF PIPING WITH ELECTRICAL EQUIPMENT. P. THESE NOTES APPLY TO ALL CONTRACT DRAWINGS. ALL INFORMATION IN THESE NOTES IS THE RESPONSIBILITY OF THIS CONTRACTOR. FIRE PROTECTION DESIGN CRITERIA NOTES: 1. WATER SUPPLY INFORMATION: A. STATIC PRESSURE: 105 PSIG B. RESIDUAL PRESSURE: 84 PSIG C. FLOW: 1130 GPM D. SOURCE: • WATER FLOW TEST DATA PROVIDED BY BOLTON POINT WATER DEPARTMENT. • FLOW TEST WAS PERFORMED ON 12/03/2024. • LOCATION: HYDRANT 0260, 101 HARRIS B. DATES DRIVE. 1. PROJECT SHALL BE DELEGATED DESIGN. PROVIDE COMPLETE NFPA SHOP DRAWINGS AND HYDRAULIC CALCULATIONS. OBTAIN APPROVAL FROM ENGINEER AND AHJ PRIOR TO ORDERING ANY EQUIPMENT. 2. PRIOR TO BID THE FIRE PROTECTION CONTRACTOR SHALL CONDUCT WATER FLOW TEST. FLOW TEST SHALL BE WITHIN 1-YEAR OF CONSTRUCTION START DATE. 3. PROVIDE A 10% HYDRAULIC SAFETY FACTOR (UP TO 10 PSI, MAXIMUM) FOR ALL CALCULATIONS. 4. FOR EACH SYSTEM CALCULATION THE TOTAL SPRINKLER DEMAND SHALL BE BROUGHT BACK TO THE LOCATION OF THE FLOW TEST. PROVIDE ALL FIELD WORK REQUIRED TO DOCUMENT THE EXISTING PIPING SERVING THE PROJECT AREA FOR USE IN THE REQUIRED HYDRAULIC CALCULATIONS. 5. PROVIDE SYSTEM OF ESTIMATED FLOW OF 750 GPM TOTAL, 500 GPM HOSE STREAM, AND 0.30 GPM FOR DENSITY AREA. 6. THE SPRINKLER SYSTEM SHALL INCLUDE: A. AN AUTOMATIC DRY SPRINKLER SYSTEM 7. HYDRAULIC CALCULATIONS FOR REMOTE AREAS SHALL BE INCREASED IN SIZE PER THE REQUIREMENTS OF NFPA 13 FOR DRY PIPE SYSTEMS AND SLOPED CEILINGS WITHOUT REVISING THE DENSITY. DESIGNER NOTE: REMOTE AREAS SHALL BE INCREASED BY 30% FOR DRY PIPE SYSTEMS CALCULATIONS 8. AUTOMATIC SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED BASED ON NFPA 13 . 9. SEQUENCE OF OPERATION: A. ACTIVATION OF A TAMPER SWITCH SHALL RESULT AS A "TROUBLE" INDICATION AT THE FIRE ALARM CONTROL PANEL AND FIRE ALARM ANNUNCIATOR PANEL. B. ACTIVATION OF A FLOW SWITCH SHALL RESULT AS AN "ALARM" INDICATION AT THE FIRE ALARM CONTROL PANEL AND THE FIRE ALARM ANNUCIATOR PANEL, AND OPERATE THE ALARM BELL. A B C 1 3 2 D E 1 1/2" DP 2 1 4 3 2" DP 6" D P 8" D P 8" DP 5 6 3 7 GENERAL NOTES: A. SYSTEM TO BE PROTECTED BY A DRY FIRE PROTECTION AUTOMATIC DRY SPRINKLER SYSTEM. SYSTEM TO BE DESIGNED TO PROVIDE A DENSITY OF 0.30 GPM PER SQUARE FOOT FOR THE MOST REMOTE 2500 SQUARE FEET AT 100 SQUARE FEET PER SPRINKLER HEAD AND 500 GPM HOSE STREAM ALLOWANCE. B. FIRE PROTECTION CONTRACTOR TO VERIFY WATER FLOW INFORMATION AND TO HYDRAULICALLY CALCULATE SYSTEM PER DESIGN REQUIREMENTS LISTED ABOVE. VERIFY PIPE SIZE MEETS THE HYDRAULICALLY DESIGNED SYSTEM. C. PROVIDE LOW POINT DRAIN AT ALL SYSTEM LOW POINTS. DRAWING KEYNOTES: 1. FOR CONTINUATION OF WORK IN THIS AREA SEE DRY ALARM VALVE DETAIL AND ENTRANCE DETAIL. 2. PROVIDE 2" MAIN SYSTEM DRAIN PIPING TO EXTERIOR OF THE BUILDING TERMINATE OVER SPLASH BLOCK. SEAL PENETRATION WATER TIGHT. SEE DETAIL ON DRAWING FP-001. 3. PROVIDE 1" CAP FOR FUTURE CONNECTION. 4. 8" FIRE PROTECTION ENTRANCE. REFER TO CIVIL DRAWINGS FOR CONTINUATION. 5. ELECTRIC ALARM VALVE. 6. 4" FIRE DEPARTMENT CONNECTION. COORDINATE WITH LOCAL FIRE DEPARTMENT FOR LOCATION AND SIGNAGE. 7. 8" LEAD FREE DOUBLE CHECK VALVE ASSEMBLY. # Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 9 : 5 8 : 1 9 A M FP-001 GENERAL NOTES, SYMBOLS AND GENERATOR PLANT - FIRST FLOOR PLAN EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 WTT Cayuga Medical Center DC 24-5835 FIRE PROTECTION DRAWING INDEX Sheet Number Sheet Name FP-001 GENERAL NOTES, SYMBOLS AND GENERATOR PLANT - FIRST FLOOR PLAN FP-100 PARTIAL BASEMENT PLAN - FIRE PROTECTION FP-500 DETAILS 3/16" = 1'-0"1 FIRST FLOOR PLAN - FIRE PROTECTION CODE SUMMARY / STANDARD NOTES: A. THE 2020 EDITION OF THE BUILDING CODE OF NEW YORK STATE. B. THE 2020 EDITION OF THE PLUMBING CODE OF NEW YORK STATE. C. THE 2012 EDITION OF NFPA 101 LIFE SAFETY CODE. D. THE 2018 EDITION OF “ GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS ” (FACILITY GUIDELINES INSTITUTE). E. THE NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS F. THE 2010 EDITION OF NFPA 110 STANDARD FOR EMERGENCY STANDBY POWER SYSTEMS. No. Description Date e V A & C» 0 V 9 N H i 0 0 W— s —*J M 7 8 9 10 12 T USRQPNM 11 3 1 / 2 " S FLOOR CONTROL VALVE ASSEMBLY. SEE DETAIL ON FP-500. 3" S3" S3" S 3" S 1 1/4" S 1" S 1" S 1 1/4" S 1 1/4" S 1" S 1" S 2 1 / 2 " S 2 1 / 2 " S 2 1 / 2 " S 1 1 / 2 " S 1" S 1 1/4" S1 1/2" S 1" S 1" S 2" S 1 1/2" S 1" S 2 1 / 2 " S 1" S 1" S 1" S 3" S 1 1 / 4 " S 1" S 1 1 / 2 " S 1" S 1 1 / 2 " S 1 1 / 2 " S 1" S 1" S 1" S 1 " S 1 1 / 4 " S 1 1 / 2 " S 1" S 1 " S 1 1 / 4 " S 1 1 / 2 " S 1" S 1" S 2 " S 1" S BELOW FCU 2" S 1 1/2" S 1 1 / 2 " S 3" S 2 1/2" S 2 1/2" S 2" S 1 1 / 4 " S Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 9 : 5 8 : 2 0 A M FP-100 PARTIAL BASEMENT PLAN - FIRE PROTECTION EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 WTT Cayuga Medical Center DC 24-5835 1/4" = 1'-0"1 BASEMENT PLAN - FIRE PROTECTION No. Description Date dwor ARCHITECTURAL BUFFALO ROCHESTER SYRACUSE UTICA NG.COM I IPD IPDENGINE 1/2" COMPRESSED AIR SUPPLY LINE FIN FLOOR CL OF DEVICE 11/2"x11/2"x1/4" ANGLE IRON SUPPORT FRAMES (2) EXPANSION ANCHOR INTO CONCRETE FLOOR. PRIMED AND PAINTED TYPICAL BACKFLOW ASSEMBLY CLEARANCES: 1. ASSEMBLY SHALL BE INSTALLED WITH CENTERLINE OF 30" TO 60" ABOVE FINISHED FLOOR. INSTALLATION AT A GREATER HEIGHT SHALL BE PROVIDED WITH A FIXED PLATFORM. 2. ASSEMBLY SHALL BE INSTALLED WITH 12" MINIMUM CLEARANCE ABOVE ASSEMBLY. 3. ASSEMBLY SHALL BE INSTALLED WITH A MINIMUM OF 30" OF CLEAR SPACE BETWEEN THE FRONT SIDE OF THE DEVICE AND THE NEAREST WALL OR OBSTRUCTION. 4. ASSEMBLY SHALL BE INSTALLED WITH A MINIMUM OF 8' CLEARANCE FROM THE BACK OF SIDE OF THE DEVICE TO THE NEAREST WALL OF OBSTRUCTION. 5. ASSEMBLY SHALL BE ADEQUATELY SUPPORTED AND/OR RESTRAINED TO PREVENT LATERAL MOVEMENT. SUPPORTS HALL BE PLACED IN A MANNER THAT WILL NOT OBSTRUCT THE FUNCTION OF OR THE ACCESS TO THE VALVE. 2'-6" MIN. N.O. 8" LEAD FREE DOUBLE CHECK VALVE ASSEMBLY WATTS 757 (MIN. 1'-0" CLEAR ABOVE ASSEMBLY) 8" FIRE PROTECTION ENTRANCE N.O. 8" OS&Y GATE VALVE SPRINKLER SCHEDULE TYPE MANUFACTURER MODEL K-FACTOR ORIFACE FINISH TEMPERATURE REMARKS NOTES: 1. PROVIDE CAGES IN ALL STORAGE AND GENERATOR, MECHANICAL AND ELECTRICAL ROOMS. 2. PROVIDE ESCUTCHEON. 8.0 3/4"BRONZE 220FUPRIGHTVIKINGVK-204 NOTE 1 FIRE PROTECTION PIPING SCHEDULE SERVICE PIPE SIZES PIPE MATERIAL FITTINGS CONNECTIONS REMARKS SPRINKLER (WET SYSTEM) 2 1/2 INCH AND LARGER THINWALL, BLACK STEEL DUCTILE IRON ROLL GROOVED MECHANICAL TYPE COUPLINGS 4 INCH AND LARGER DUCTILE IRON DUCTILE IRON OR GRAY IRON MECHANICAL BELOW GRADE ONLY - SEE NOTE 1 SPRINKLER (DRY SYSTEM) 2 INCH AND SMALLER SCHEDULE 40, GALVANIZED STEEL CAST OR MALLEABLE IRON THREADED 2 1/2 INCH AND LARGER THINWALL, GALVANIZED STEEL GALVANIZED DUCTILE IRON ROLL GROOVED MECHANICAL TYPE COUPLINGS REMARKS: 1. COAT PIPE AND FITTING EXTERIOR WITH BITUMINOUS COATING IN ACCORDANCE WITH AWWA STANDARD C151. COAT PIPE AND FITTING INTERIOR WITH CEMENT MOTAR LINED AND SEAL COATED IN ACCORDANCE WITH LATEST REVISION OF AWWA STANDARD C104. 5.6 1/2 "WHITE 155FDRY BARREL HORIZONTAL SIDEWALL VIKING VK-194 NOTE 1,2 5.6 BRONZE 155FUPRIGHTVIKING VK-300 NOTE 11/2 " E 5 8 7 1 2 6 3 4 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE TS FS TS PS FS DRUM DRIP DETAIL INTERIOR WALL SLEEVE DETAIL UNOBSTRUCTED UPRIGHT DETAIL DRY PIPE TEST CONNECTION DRY PIPE ALARM VALVE AND ENTRANCE DETAIL PIPE HANGER DETAIL MAIN DRAIN OUTLET AT EXTERIOR WALL FLOOR CONTROL VALVE ASSEMBLY 1" 1" 2" x 12" CONDENSATE NIPPLE CAP VALVE (N.O.) VALVE (N.C.) SLEEVE SCHEDULE PIPE SIZE SLEEVE SIZE 4" 6" 2" 4" RATED INTERIOR WALL 3" 5" 1"-1-1/2" 2"-2-1/2" GENERAL NOTE: A. SLEEVES NOT REQUIRED WHERE PENETRATIONS ARE CORE-DRILLED THROUGH MASONRY WALLS/FLOORS. VERIFY REQUIREMENTS WITH APPLICABLE UL FIRESTOP DETAIL. KEYED NOTES: 1. SEAL PENETRATIONS THROUGH FIRE WALLS WITH UL LISTED FIRESTOPPING ASSEMBLY. COORDINATE WITH DIVISION 7. 2. TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACE. 3. CONCEALED PIPING 4. PIPING EXPOSED TO VIEW 5. PIPE SLEEVE 6. CENTER PIPE IN SLEEVE; DO NOT USE SLEEVE TO SUPPORT PIPE. 7. ESCUTCHEON PLATE TIGHT TO WALL AND SIZED TO COMPLETELY COVER OPENING 8. FINISHED WALL SURFACE CAULK OR SEALANT ±1'-6" WALL PLATE ABOVE GRADE EXTERIOR WALL FACE NOTES: 1. ALL COMPONENTS, INCLUDING WALL PLATE, PIPING AND 45 ELBOW FITTING (DRAIN OUTLET) AT BUILDING SHALL BE POLISHED CHROME PLATED (COORDINATE W/ ARCHITECT). EXTERIOR WALL SPRINKLER DRAIN WALL MOUNTED LABEL WALL PLATE GRADE SPLASH BLOCK BRANCH LINE BRASS UPRIGHT 1" (MIN) THROUGH 12" (MAX) FOR UNOBSTRUCTED CONSTRUCTION BELOW DECK THREADED TEE OR WELDOLET FLOW NOTES: 1. PITCH PIPING TO DRAIN. GRADE FINISHED 18" 1" SPRINKLER EQUIVALENT TO ONE OUTLET GIVING FLOW CORROSION RESISTANT SMOOTH BORE 45° ELL SEAL OPENING EXTERIOR WALL PITCH FLOOR LOCATION READILY ACCESSIBLE TEST VALVE IN BRANCH LINE NIPPLE UP SPLASH BLOCK TEMPORARY CONNECTION REMOVE AND INSTALL PLUG - FOR TESTING UNION PIPE DRAIN TO THE EXTERIOR OF BUILDING SHUT OFF VALVE WITH TAMPER SWITCH 8" DRY PIPE SYSTEM FEEDING BUILDING. REFER TO DRAWINGS FOR CONTINUATION. AC-1 FLOOR MOUNTED AIR COMPRESSOR (115V/1 PHASE/60HZ). PROVIDED WITH PRESSURE SWITCH. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR. 4" TO FIRE DEPARTMENT CONNECTION. COORDINATE LOCATION WITH LOCAL FIRE DEPARTMENT BASIS OF DESIGN: 8" VIKING MODEL G-8000 DRY PIPE VALVE ASSEMBLY WITH FACTORY ASSEMBLED TRIM. AIR PRESSURE GAUGE (TYP) PROVIDE SIGNAGE ON EXTERIOR OF BUILDING. MINIMUM 12" CLEAR SPACE ABOVE ASSEMBLY ELECTRIC WATER ALARM RESTRAINING STRAP, TYPICAL WITH C-CLAMPS NOTES: 1. SUPPORT WITHIN 18" OF EACH COUPLING JOINT FOR 10 FT. PIPE LENGTHS. 2. SUPPORT AT 5 FT. INTERVALS FOR 5 FT. PIPE LENGTHS. 3. ALL HANGER & SUPPORT INSTALLATIONS SHALL COMPLY WITH MSS SP-58. 4. HANGERS SHALL BE FASTENED TO BUILDING STRUCTURE. CONSULT WITH A STRUCTURAL ENGINEER FOR ACCEPTABLE MEANS AND METHODS TO ANCHOR HANGERS TO THE STRUCTURE. 5. 4 INCH AND LARGER PIPE - BRACE AT CHANGES IN DIRECTION TO PREVENT HORIZONTAL MOVEMENT. 6. INSTALLATIONS REQUIRING MULTIPLE JOINTS WITHIN A 4 FT. DEVELOPED LENGTH SHALL BE SUPPORTED AT EVERY OTHER OR ALTERNATING COUPLINGS. 7. FINISHES: 7.1. TYPICAL - ELECTROPLATED ZINC OR CADMIUM FINISH. 7.2. EXTERIOR AND/OR WET LOCATIONS - HOT DIPPED GALVANIZED HARDWARE AND HANGERS. STEEL STAMPED CLAMP MALLEABLE CAST CLAMP SPLIT RING HANGER ADJUSTABLE RING HANGER 3" AND SMALLER PIPING : C CLAMP STYLE ATTACHMENTS WITH ADJ. RING OR SPLIT RING HANGERS. 4" AND LARGER PIPING : CENTER LOADED ATTACHMENTS WITH CLEVIS OR ROLLER HANGERS. PIPE SIZE PIPE MATERIAL AND SUPPORT SPACING ROD SIZESTEEL COPPER PLASTIC CAST IRON 3/4" - 1"8 FT. 6 FT. 3 FT. EACH HORIZONTAL JOINT, 5 FT. MAXIMUM SPACING 3/8" 1 1/4" - 2"10 FT. 6 FT. 3 FT.3/8" 2 1/2" - 4"12 FT. 10 FT. 4 FT.1/2" 5" - 6" 12 FT. 10 FT. 4 FT.5/8" 8" 12 FT. 10 FT. 4 FT.3/4" OVER 8" TO SUIT LOADING CONDITIONS STEEL BEAM CLAMP MALLEABLE BEAM CLAMP ROLLER HANGER CLEVIS HANGER PIPE HANGER TYPICAL 6" 8" 8" 10" 3 1/2" CONTROL VALVE W/ SUPERVISORY SWITCH. 3 1/2" COMMERCIAL RISER MANIFOLD. PRESSURE GAUGE 3 1/2" WATERFLOW DETECTOR 3-WAY VALVE EXISTING 6" WET FIRE MAIN CHECK VALVE 3 1/2" FP PIPING TO SYSTEM NOTES: 1. PRELIMINARY SIZING INDICATED ON DRAWINGS AND DETAIL. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR FINAL CALCULATIONS AND SIZING OF SYSTEM. 2. TAMPER SWITCH & FLOW SWITCH BY FIRE PROTECTION CONTRACTOR. ASSOCIATED WIRING BY FIRE ALARM VENDOR / ELECTRICAL CONTRACTOR. 3. REFER TO MANUFACTURER'S RECOMMENDATIONS OF COMPLETE FLOOR ASSEMBLY. TEST AND DRAIN 2" DRAIN TO NEAREST FLOOR DRAIN SEE NOTE 2 SEE NOTE 2 3 1/2" NEW MAIN TO EXISTING 6" WET FIRE MAIN Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 9 : 5 8 : 2 1 A M FP-500 DETAILS EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 WTT Cayuga Medical Center DC 24-5835 No. Description Date dwor FIXTURE AND EQUIPMENT SCHEDULE DESIGNATION DESCRIPTION WASTE OR SANITARY VENT HOT COLD FIXTURE MODEL SEAT FLUSH VALVE MODEL CARRIER MODEL FAUCET SUPPLIES TRAP REMARKS RD- A BI-FUNCTIONAL ROOF DRAIN AS NOTED - - - FROET DRAIN - - - -- - - BI-FUNCTIONAL DRAIN DSC-A DOWNSPOUT COVER - - - JR SMITH 1775 - - - - - - SECONDARY ROOF DRAIN INSULATION SCHEDULE TYPE EQUIPMENT OR SYSTEM SERVED INSULATION CLASS (a) JACKETING CLASS (b) THICKNESS (IN) NOMINAL PIPE SIZE (IN) INTERIOR CONCEALED INTERIOR EXPOSED EXTERIOR INTERIOR GENERAL INTERIOR EXPOSED EXTERIOR .5 - 1.25 1.5 - 4 5 - 6 8 & UP B COOLING COIL CONDENSATE FG - - - - 0 - - - - 0.5 0.5 0.5 0.5 - - FG - - - - 2 - - 0.5 0.5 0.5 0.5 D STORM(d) FG - - - - 1 - - - - 1 1 1 1 - - FG - - 1 - - - - 1 1 1 1 - - - - - - - - - - - - - - - - - - - - (a) FG - - FIBROUS GLASS (b) 0 - - NONE (d)ROOF DRAIN BODIES, HORIZONTAL RUNS, AND VERTICAL PORTION OF EACH CONDUCTOR FOR A DISTANCE OF ONE STORY FROM THE ROOF 1 - - ALL SERVICE 2 - - POLYVINYL CHLORIDE PLUMBING PIPING SCHEDULE SERVICE PIPE SIZES PIPE MATERIAL FITTINGS CONNECTIONS REMARKS SANITARY, SANITARY VENT PIPING -- SERVICE WEIGHT CAST IRON SOIL PIPE CAST IRON HUB AND SPIGOT / NO-HUB NEOPRENE COMPRESSION TYPE GASKET NO-HUB NEOPRENE GASKET & SS CLAMP NO-HUB ABOVE GRADE ONLY TYPE DWV COPPER WROUGHT COPPER NO-LEAD SOLDER DWV CONNECTIONS ON ALL SANITARY AND DRAIN PIPING -- SCHEDULE 40 PVC, SOLID WALL PVC, SOCKET TYPE SOLVENT CEMENT BELOW GRADE ONLY STORM PRIMARY AND SECONDARY PIPING -- SERVICE WEIGHT CAST IRON SOIL PIPE CAST IRON HUB AND SPIGOT NEOPRENE COMPRESSION TYPE GASKET SERVICE WEIGHT CAST IRON SOIL PIPE NO-HUB NO HUB NEOPRENE GASKET & SS CLAMP ABOVE GRADE ONLY INDIRECT WASTE / CONDENSATE PIPING / PUMPED DRAIN TYPE DWV COPPER WROUGHT COPPER NO-LEAD SOLDER -- TYPE DWV COPPER WROUGHT COPPER NO-LEAD SOLDER 21 SCALE: NOT TO SCALESCALE: NOT TO SCALE PRIMARY ROOF DRAIN SECONDARY ROOF DRAIN PRIMARY ROOF DRAIN PIPING FINISHED FLOOR ELEV. PARAPET KEEP PIPING TIGHT TO OUTSIDE WALL PITCH PIPING TO DRAIN TO EXTERIOR WALL FLANGE, SEAL TO WALL WATERTIGHT SLEEVE WALL PENETRATION. FILL BETWEEN SLEEVE & PIPING WITH INSULATION. INSULATE ALL SECONDARY RD PIPING FROM ROOF DRAIN TO OUTLET ANCHOR AS DIRECTED BY MFR. 18" MINIMUM ABOVE FINISHED GRADE/SURFACE DETAIL NOTES: A. REFER TO PLUMBING FIXTURE SCHEDULE FOR MAKE AND MODEL OF ROOF DRAIN(S). B. CONFIRM FINAL LOCATION AND ELEVATION WITH ARCHITECT BEFORE STARTING INSTALLATION OF OUTLETS. C. PROVIDE ENGRAVED SIGN OVER SECONDARY DRAIN OUTLET; "SECONDARY ROOF DRAIN, CONTACT BLDG MAINTENANCE IF WATER IS FLOWING FROM THIS OUTLET". D. INSULATE ROOF DRAIN SUMP AND HORIZONTAL PIPING. E. PROVIDE RODENT SCREEN ON SECONDARY DRAIN OUTLET. SPLASH BLOCK * SEE NOTE "C" FOR COMPLETE TEXT VERTICAL PIPE SUPPORT TO WALL REFER TO HANGER DETAIL FOR SPACING FROM PIPE FITTING/TRANSITIONS ROOF DSC-A REFER TO DETAIL FINISHED GRADE 1" PD FIXED AIR GAP 6" STORM STACK CHECK VALVE FIXED AIR GAP PIPING CONNECTION AT DRAIN DETAIL BI-FUNCTIONAL ROOF VALVES / ACCESSORIES GENERAL PLUMBING ABBREVIATIONS DSC - DOWNSPOUT COVER DCDA - DOUBLE CHECK DETECTOR ASSEMBLY RD - ROOF DRAIN AFF - ABOVE FINISHED FLOOR AFG - ABOVE FINISHED GRADE BFF - BELOW FINISHED FLOOR (E) - EXISTING TO REMAIN (ETR) - EXISTING TO REMAIN GC - GENERAL CONTRACTOR GPM - GALLONS PER MINUTE MC - MECHANICAL CONTRACTOR NTS - NOT TO SCALE PC - PLUMBING CONTRACTOR PD - PUMPED DISCHARGE (CONDENSATE) NEW PIPING STORM WATER PIPING (ST) (E)EXISTING PIPING ST DESCRIPTIONSYMBOL PLUMBING SYMBOLS LIST CHECK VALVE DECK PLATE CLEAN OUT (DPCO) FLOW ARROW P-TRAP REDUCER STRAINER STRAINER W/ BLOW DOWN ELBOW DOWN ELBOW UP 45 DEG OFFSET BOTTOM TEE CONNECTION TOP TEE CONNECTION PIPE CONTINUATION PIPE CAP OR PLUG CLEANOUT (CO) POINT OF CONNECTION POINT OF DISCONNECTION CENTER LINE X X X DEMOLITION KEY NOTE DRAWING KEY NOTE DRAWING KEY NOTE X REVISION TAG GATE VALVE ST2 STORM WATER SECONDARY PIPING (ST2) PUMPED DRAIN (PD)PD BALL VALVE CODE SUMMARY / STANDARD NOTES: A. THE 2020 EDITION OF THE BUILDING CODE OF NEW YORK STATE. B. THE 2020 EDITION OF THE PLUMBING CODE OF NEW YORK STATE. C. THE 2020 EDITION OF THE MECHANICAL CODE OF NEW YORK STATE. D. THE 2020 EDITION OF THE ENERGY CONSERVATION CODE OF NEW YORK STATE. E. THE 2012 EDITION OF NFPA 101 LIFE SAFETY CODE. F. THE 2018 EDITION OF “ GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS ” (FACILITY GUIDELINES INSTITUTE). G. ICC/ANSI A117.1: ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. H. THE 2010 EDITION OF NFPA 110 STANDARDS FOR EMERGENCY AND STANDBY POWER SYSTEMS. GENERAL NOTES: A. ALL WORK SHALL BE IN ACCORDANCE WITH FACILITY DESIGN AND CONSTRUCTION STANDARDS, ASSOCIATED CODES, AND AUTHORITIES HAVING JURISDICTION. B. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. IT IS NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, FITTING OR COMPONENT; HOWEVER, CONTRACT DOCUMENTS REQUIRE COMPONENTS AND MATERIALS WHETHER OR NOT INDICATED OR SPECIFICALLY SPECIFIED TO MAKE THE SYSTEMS BEING INSTALLED COMPLETE, CODE COMPLIANT, TESTED AND OPERATIONAL. WHERE POSSIBLE, ALL RISERS AND DROPS SHALL BE CONSTRUCTED USING 45 DEGREE OR LONG RADIUS ELBOWS. C. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. D. PERFORM WORK, PROVIDE MATERIALS AND EQUIPMENT FOR SYSTEMS SHOWN, SPECIFIED AND DESCRIBED ON DRAWINGS. COMPLETELY COORDINATE ALL TRADES OF THIS CONTRACT AND PROVIDE COMPLETE AND FULLY FUNCTIONAL INSTALLATION. ALL WORK IN THIS SET TO BE COMPLETED UNDER THIS CONTRACT, UNLESS OTHERWISE INDICATED. E. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT NEAT, RECTILINEAR APPEARANCE WHEN COMPLETED. MAINTAIN MAXIMUM HEAD ROOM AT ALL TIMES. DO NOT RUN PIPES EXPOSED UNLESS SHOWN AND NOTED TO BE EXPOSED ON DRAWINGS. F. ALL NEW PENETRATIONS THROUGH WALLS, FLOORS, AND ROOFS SHALL BE PROVIDED FOR INSTALLATION OF PLUMBING SYSTEMS INCLUDING, BUT NOT LIMITED TO, EQUIPMENT, PIPING, ETC. 1. ALL PENETRATIONS THROUGH NON-RATED WALLS SHALL BE SEALED WITH A NON-HARDENING SEALANT ON BOTH SIDES OF WALL PENETRATION TO REDUCE NOISE TRANSMISSION. 2. ALL PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE FIRE/SMOKE SEALED. SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS, PARTITIONS, AND FLOORS WITH UL RATED MATERIALS/METHODS EQUIVALENT TO FIRE RATING OF ASSEMBLY. REFER TO THE ARCHITECTURAL CODE ANALYSIS SHEET. WHERE A CODE ANALYSIS SHEET IS NOT AVAILABLE, CONTRACTOR SHALL ASSUME ALL PIPING AND CONDUIT PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE RATED FOR A MINIMUM OF 1-HOUR. 3. EXPOSED PENETRATIONS IN FINISHED AREAS SHALL BE PROVIDED WITH ESCUTCHEONS. G. MATERIALS AND EQUIPMENT SHALL BE NEW AND INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. MAINTAIN MANUFACTURER'S EQUIPMENT CLEARANCES. H. STRUCTURAL ELEMENTS OF THE BUILDING SHALL BE MODIFIED ONLY AS PERMITTED BY WRITTEN AUTHORIZATION FROM THE ARCHITECT AND STRUCTURAL ENGINEER. I. THE CONSTRUCTION WORK SHALL BE PHASED TO FACILITATE MINIMUM IMPACT TO THE NORMAL OPERATION OF THE FACILITY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO THOROUGHLY REVIEW THE GENERAL CONDITIONS AND THE ARCHITECTURAL BID DOCUMENTS FOR THE PHASING REQUIREMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR ALL TEMPORARY SERVICES TO FACILITATE PHASING REQUIREMENTS. J. PROVIDE PROPER ACCESS TO EQUIPMENT THAT REQUIRES INSPECTION, REPLACEMENT, OR REPAIR. K. PIPING SHALL NOT BE INSTALLED ABOVE ELECTRICAL PANELS. COORDINATE INSTALLATION OF PIPING WITH ELECTRICAL PANELS WHEN SHOWN NEAR PANELS OR OVER ELECTRICAL ROOMS. L. PROVIDE SHUT OFF VALVES IN A READILY ACCESSIBLE LOCATION FOR ALL PIPING SYSTEMS AND AT ALL BRANCH PIPING. M. PROVIDE A 3/4" HOSE END DRAIN VALVE AND CAP AT LOW POINTS IN PIPING SYSTEMS AND AT THE BASE OF ALL RISERS. N. INSTALL WATER HAMMER ARRESTORS PER PDI-WH 201 STANDARD SIZES A THRU F WHERE INDICATED. O. TEST AND CLEAN WATER SERVICE PIPING USING PROCEDURES PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR USE PROCEDURES DESCRIBED IN AWWA C651 OR AWWA C652. P. TEST SANITARY PIPING USING PROCEDURES PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR FILL SYSTEM WITH WATER TO NOT LESS THAN 10-FOOT OF HEAD. WATER LEVEL MUST NOT DROP IN 15 MINUTES. REMOVE DIRT AND DEBRIS AS WORK PROGRESSES. Q. PROVIDE CLEANOUTS AT THE BASE OF ALL STORM, SANITARY AND WASTE STACKS. R. PITCH 4" AND LARGER SANITARY AND WASTE PIPING AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. FOR SANITARY AND WASTE PIPING 3" AND SMALLER PITCH AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. S. SYSTEMS SHALL OPERATE UNDER CONDITIONS OF LOAD WITHOUT UNUSUAL OR EXCESSIVE NOISE OR VIBRATION. UNUSUAL OR EXCESSIVE NOISE OR VIBRATION SHALL BE CORRECTED. T. EQUIPMENT, MATERIALS AND LABOR REQUIRED BY THESE CONTRACT DRAWINGS SHALL BE GUARANTEED TO BE FREE FROM DEFECTIVE MATERIALS OR WORKMANSHIP FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT UNLESS SPECIFIED OTHERWISE. DEFECTIVE MATERIALS OR WORKMANSHIP OCCURRING DURING THIS PERIOD SHALL BE CORRECTED AT NO ADDITIONAL COST. U. COORDINATE LOCATION AND ELEVATION OF STORM AND SANITARY LATERALS AND WATER SERVICE WITH THE SITE CONTRACTOR. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO THE CONTRACTORS FAILURE TO COORDINATE TERMINATION POINTS. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR THE FINAL CONNECTION TO THE SITE UTILITIES. V. UNLESS NOTED OTHERWISE, MINIMUM SIZE OF WASTE PIPING BELOW SLAB MAIN(S) SHALL BE 3" WITH THE FOLLOWING EXCEPTIONS: 1. MINIMUM BELOW SLAB WASTE BRANCH PIPING TO INDIVIDUAL LAVATORIES, SINKS, SHOWERS, AND BATH TUBS SHALL BE 2". 2. MINIMUM BELOW SLAB VENT PIPING SHALL BE 2". W. PLUMBING VENTS SHALL TERMINATE A MINIMUM OF 2'-0" ABOVE FINISHED ROOF. X. PROVIDE COMPLETE SHOP DRAWINGS FOR ALL WORK INDICATED. SUBMIT TO ENGINEER FOR APPROVAL. Y. THESE NOTES APPLY TO ALL CONTRACT DRAWINGS. ALL INFORMATION IN THESE NOTES IS THE RESPONSIBILITY OF THIS CONTRACTOR. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 1 0 : 0 0 : 4 1 A M P-001 GENERAL NOTES, SYMBOLS AND DETAILS EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 WTT Cayuga Medical Center DC 24-5835 PLUMBING DRAWING INDEX Sheet Number Sheet Name P-001 GENERAL NOTES, SYMBOLS AND DETAILS P-100 GENERATOR PLANT - FIRST FLOOR PLAN P-102 PARTIAL BASEMENT PLAN - PLUMBING PD-102 PARTIAL BASEMENT PLAN - PLUMBING DEMOLITION 1 No. Description Date 1 Addendum #1 5/16/25 dwor ARCHITECTURAL IPD BUFFALO ROCHESTER SYRACUSE UTICA IPDENGINEERING.COM A B C 1 3 2 D E GEN 1 GEN 2 GEN 3 (FUTURE)GEN 2 4" UP TO RD (60 GPM) 4" ST 1" P D 1 " P D 4" ST 6" ST-DN (120 GPM) 6" ST 4" S T 2 1" PD 1" PD DROP TO FIXED AIR GAP. SEE DETAIL. DSC-A MOUNTED 1'-6" ABOVE GRADE PROVIDE SPLASH BLOCK 4" S T 2 6" ST DSC-A MOUNTED 1'-6" ABOVE GRADE PROVIDE SPLASH BLOCK 4" UP TO RD (60 GPM) 6" S T REFER TO CIVIL DRAWINGS FOR CONTINUATION 1" PD 3/4" PD DROP TO CONDENSATE PUMP. PUMP PROVIDE BY MECHANICAL CONTRACTOR 1" PD A B C 1 3 2 D E 4" RD (60 GPM) 4" RD (60 GPM) Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 1 0 : 0 0 : 4 2 A M P-100 GENERATOR PLANT - FIRST FLOOR PLAN EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 WTT Cayuga Medical Center DC 24-5835 3/16" = 1'-0"2 FIRST FLOOR PLAN - PLUMBING 3/16" = 1'-0"1 ROOF PLAN - PLUMBING No. Description Date DRAWING KEYNOTES: 1. 3/4" PUMPED CONDENSATE DROP TO FAN COIL UNIT PUMP. CONDENSATE PUMP BY MECHANICAL CONTRACTOR. PROVIDE 1" CONDENSATE TO EXISTING FLOOR DRAIN AS INDICATED. 2. PROVIDE 12" WIDE x 2" DEEP x 60" LONG SHEET METAL WATERTIGHT DRIP PAN WITH 3/4" BOTTOM OUTLET. CENTER ON 2" CHILLED WATER SUPPLY AND RETURN PIPING. COORDINATE WITH MECHANICAL CONTRACTOR. 3. 1" PUMPED DRAIN DROP TO EXISTING FLOOR DRAIN. 4. PROVIDE 3/4" CONDENSATE PIPING FROM FAN COIL UNIT TO EXISTING HUB DRAIN. 5. PROVIDE 30" WIDE x 2" DEEP x 60" LONG SHEET METAL WATERTIGHT DRIP PAN WITH 3/4" BOTTOM OUTLET. CENTER ON EXISITNG SANITARY PIPING. 6. PROVIDE NEW 4" SANITARY PIPING AS INDICATED. 7. PROVIDE NEW 2" SANITARY PIPING AS INDICATED. 8. PROVIDE 30" WIDE x 2" DEEP x 30" LONG SHEET METAL WATERTIGHT DRIP PAN WITH 3/4" BOTTOM OUTLET. CENTER ON EXISTING SANITARY PIPING. 9. PROVIDE 18" WIDE x 2" DEEP x 48" LONG SHEET METAL WATERTIGHT DRIP PAN WITH 3/4" BOTTOM OUTLET. CENTER ON EXISTING SANITARY PIPING. 10. 4" SANITARY DROP TO EXISTING 4" SANITARY PIPE AT 5'-0" ABOVE FLOOR. 11. PROVIDE 3/4" SANITARY DRAIN PIPING AS INDICATED. 12. PROVIDE 3/4" DRAIN SANITARY PIPING DROP TO EXISTING HUB DRAIN. 13. EXISTING COOLING TOWER DRAINS TO REMAIN. # 7 8 9 10 12 T USRQPNM 11 FCU-1 FCU-2 1" PD 1" PD 4 1 4" SAN 3/ 4 " S A N 3/4" SAN 2 3 6 6 7 9 10 5 7 7 4 8 4" SAN 3/4" SAN 12 11 11 11 11 13 4" S A N 3/ 4 " S A N 4" S A N Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 1 0 : 0 0 : 4 4 A M P-102 PARTIAL BASEMENT PLAN - PLUMBING EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 WTT Cayuga Medical Center DC 24-5835 3/16" = 1'-0"1 PARTIAL BASEMENT PLAN - PLUMBING No. Description Date 7 8 9 10 12 T USRQPNM 11 4" SAN4" SAN 2 2 1 2 3 1 4 5 DRAWING KEYNOTES: 1. REMOVE EXISTING 4" SANITARY PIPING AS INDICATED. SEE DRAWING P-102 FOR CONTINUATION OF WORK IN THIS AREA. 2. REMOVE EXISTING 2" SANITARY PIPING AS INDICATED. SEE DRAWING P-102 FOR CONTINUATION OF WORK IN THIS AREA. 3. REMOVE EXISTING 4" SANITARY PIPING DROP TO 5--0" ABOVE FLOOR. SEE DRAWING P-102 FOR CONTINUATION OF WORK IN THIS AREA. 4. EXISTING COOLING TOWER DRAIN TO REMAIN. 5. EXISTING HUB DRAIN TO REMAIN. X Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 1 0 : 0 0 : 4 5 A M PD-102 PARTIAL BASEMENT PLAN - PLUMBING DEMOLITION EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 WTT Cayuga Medical Center DC 24-5835 3/16" = 1'-0"1 PARTIAL BASEMENT PLAN - PLUMBING DEMOLITION 1 No. Description Date 1 Addendum #1 5/16/25 dwor ARCHITECTURAL BUFFALO ROCHESTER SYRACUSE UTICA NG.COM I IPD IPDENGINE SCALE: NOT TO SCALE 1 ALL FUEL OIL PIPING IS 2" DOUBLE WALL CONTAINMENT WATERTIGHT ENTRY BOOT TANK MANWAY COVER DOUBLE WALL TANK SUMP LEAKAGE DETECTOR JUNCTION BOX 42" DIAMETER TANK SUMP WATERTIGHT INNER COVER GENERAL NOTES: ·MULTIPLE PIPES ENTER EACH SUMP. ONE PIPE SHOWN HERE FOR CLARITY. ·PROVIDE FITTINGS, EXTRACTION VALVES, ETC. AS NEEDED TO ALLOW FOR REMOVAL OF TANK MANWAY COVER AND TESTING OF PIPE. H 25 COVER TANK SUMP AND MANHOLE COVER PUMP SCHEDULE NO. LOCATION SERVICE GPH PSI HEAD MOTOR DESIGN MAKE HP VOLTAGE PHASE MAX. RPM DTRP-1 GENERATOR ROOM - DAY TANK #1 DAY TANK #1 720 50 3/4 - - 1140 PREFERRED MFG. LO-203 DTRP-2 GENERATOR ROOM - DAY TANK #1 DAY TANK #2 720 50 3/4 - - 1140 PREFERRED MFG. LO-203 ATPS-1 GENERATOR ROOM AUTOMATIC DUPLEX TRANSFER PUMP SET 540 50 3/4 - - 1140 PREFERRED MFG. ATPSF-203 FFC-1 FUEL OIL FILTER SET FILTER 900 30 3/4 - - 1725 PREFERRED MFG. PF-504 PLUMBING PIPING SCHEDULE SERVICE PIPE SIZES PIPE MATERIAL FITTINGS CONNECTIONS REMARKS FUEL OIL SUPPLY, RETURN, VENT AND FILL PIPING ABOVE GRADE 2 INCH AND SMALLER SCHEDULE 40 BLACK STEEL MALLEABLE IRON WELDED NOTES 1,2,5 FUEL OIL VENT PIPING 4 INCH AND SMALLER SCHEDULE 40 BLACK STEEL MALLEABLE IRON THREADED NOTES1,2,3 FUEL OIL SUPPLY, RETURN AND FILL PIPING BELOW GRADE 2 INCH AND SMALLER METAL JACKET-STAINLESS STEEL METAL JACKET-STAINLESS STEEL METAL JACKET-STAINLESS STEEL TRICON DOUBLE-CON PIPE SYSTEM, NOTES 1,2,3,4,5 NOTES: 1. TEST PER THE AUTHORITY HAVING JURISDICATION. 2. WORK TO BE PREFORMED BY CERTIFIED INSTALLERS TRAINED FOR SPECIALTY SYSTEMS. 3. BACKFILL AS PER MANUFACTURERS RECOMMENDATIONS FOR PROPER BACKFILL MATERIAL AND DEPTHS. 4. TEST BOTH CARRIER PIPING AND CONTAINMENT PIPING PER MANUFACTURERS RECOMMONDATIONS. 5. FILL AND VENT ALL PIPING FROM TANK, TO DAY TANKS AND THE GENERATOR. VALVES / ACCESSORIES GENERAL PLUMBING ABBREVIATIONS ATPS - AUTOMATIC DUPLEX TRANSFER PUMP DT - DAY TANK DTRP - DAY TANK RETURN PUMP FFC - FUEL OIL FILTER CABINET BFP - BACK FLOW PREVENTOR DEVICE DPCO - DECK PLATE CLEAN OUT DC - DOUBLE CHECK DSC - DOWNSPOUT COVER DCDA - DOUBLE CHECK DETECTOR ASSEMBLY FDC - FIRE DEPARTMENT CONNECTION FCO - FLOOR CLEAN OUT RD - ROOF DRAIN EQUIPMENT AFF - ABOVE FINISHED FLOOR AFG - ABOVE FINISHED GRADE BFF - BELOW FINISHED FLOOR BTU - BRITISH THERMAL UNITS (E) - EXISTING TO REMAIN (ETR) - EXISTING TO REMAIN EC - ELECTRICAL CONTRACTOR GC - GENERAL CONTRACTOR GPM - GALLONS PER MINUTE HP - HORSEPOWER MBH - THOUSAND BTU/HOUR MC - MECHANICAL CONTRACTOR NTS - NOT TO SCALE PC - PLUMBING CONTRACTOR PSI - POUNDS PER SQUARE INCH VTR - VENT THRU ROOF NEW PIPING (E)EXISTING PIPING FOS FUEL OIL SUCTION PIPING (FOS) FOR FUEL OIL RETURN PIPING (FOR) FOV FUEL OIL VENT PIPING (FOV) DESCRIPTIONSYMBOL PLUMBING SYMBOLS LIST FILL PIPE CHECK VALVE FLOW ARROW P-TRAP REDUCER STRAINER STRAINER W/ BLOW DOWN ELBOW DOWN ELBOW UP 45 DEG OFFSET BOTTOM TEE CONNECTION TOP TEE CONNECTION PIPE CONTINUATION PIPE CAP OR PLUG CLEANOUT (CO) POINT OF CONNECTION POINT OF DISCONNECTION CENTER LINE X X X DEMOLITION KEY NOTE DRAWING KEY NOTE DRAWING KEY NOTE X REVISION TAG GATE VALVE BALL VALVE FILL CODE SUMMARY / STANDARD NOTES: A. THE 2020 EDITION OF THE BUILDING CODE OF NEW YORK STATE. B. THE 2020 EDITION OF THE PLUMBING CODE OF NEW YORK STATE. C. THE 2020 EDITION OF THE MECHANICAL CODE OF NEW YORK STATE. D. .THE 2020 EDITION OF THE ENERGY CONSERVATION CODE OF NEW YORK STATE. E. THE 2020 EDITION OF THE FUEL GAS CODE OF NEW YORK STATE. F. THE 2012 EDITION OF NFPA 54 NATIONAL FUEL GAS CODE. G. THE 2012 EDITION OF NFPA 101 LIFE SAFETY CODE. H. THE 2018 EDITION OF “ GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS ” (FACILITY GUIDELINES INSTITUTE). I. ICC/ANSI A117.1: ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. J. THE 2010 EDITION OF NFPA 110 STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS. GENERAL NOTES: A. ALL WORK SHALL BE IN ACCORDANCE WITH FACILITY DESIGN AND CONSTRUCTION STANDARDS, ASSOCIATED CODES, AND AUTHORITIES HAVING JURISDICTION. B. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. IT IS NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, FITTING OR COMPONENT; HOWEVER, CONTRACT DOCUMENTS REQUIRE COMPONENTS AND MATERIALS WHETHER OR NOT INDICATED OR SPECIFICALLY SPECIFIED TO MAKE THE SYSTEMS BEING INSTALLED COMPLETE, CODE COMPLIANT, TESTED AND OPERATIONAL. WHERE POSSIBLE, ALL RISERS AND DROPS SHALL BE CONSTRUCTED USING 45 DEGREE OR LONG RADIUS ELBOWS. C. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. D. PERFORM WORK, PROVIDE MATERIALS AND EQUIPMENT FOR SYSTEMS SHOWN, SPECIFIED AND DESCRIBED ON DRAWINGS. COMPLETELY COORDINATE ALL TRADES OF THIS CONTRACT AND PROVIDE COMPLETE AND FULLY FUNCTIONAL INSTALLATION. ALL WORK IN THIS SET TO BE COMPLETED UNDER THIS CONTRACT, UNLESS OTHERWISE INDICATED. E. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT NEAT, RECTILINEAR APPEARANCE WHEN COMPLETED. MAINTAIN MAXIMUM HEAD ROOM AT ALL TIMES. DO NOT RUN PIPES EXPOSED UNLESS SHOWN AND NOTED TO BE EXPOSED ON DRAWINGS. F. ALL NEW PENETRATIONS THROUGH WALLS, FLOORS, AND ROOFS SHALL BE PROVIDED FOR INSTALLATION OF PLUMBING SYSTEMS INCLUDING, BUT NOT LIMITED TO, EQUIPMENT, PIPING, ETC. 1. ALL PENETRATIONS THROUGH NON-RATED WALLS SHALL BE SEALED WITH A NON-HARDENING SEALANT ON BOTH SIDES OF WALL PENETRATION TO REDUCE NOISE TRANSMISSION. 2. ALL PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE FIRE/SMOKE SEALED. SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS, PARTITIONS, AND FLOORS WITH UL RATED MATERIALS/METHODS EQUIVALENT TO FIRE RATING OF ASSEMBLY. REFER TO THE ARCHITECTURAL CODE ANALYSIS SHEET. WHERE A CODE ANALYSIS SHEET IS NOT AVAILABLE, CONTRACTOR SHALL ASSUME ALL PIPING AND CONDUIT PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE RATED FOR A MINIMUM OF 1-HOUR. 3. EXPOSED PENETRATIONS IN FINISHED AREAS SHALL BE PROVIDED WITH ESCUTCHEONS. G. MATERIALS AND EQUIPMENT SHALL BE NEW AND INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. MAINTAIN MANUFACTURER'S EQUIPMENT CLEARANCES. H. STRUCTURAL ELEMENTS OF THE BUILDING SHALL BE MODIFIED ONLY AS PERMITTED BY WRITTEN AUTHORIZATION FROM THE ARCHITECT AND STRUCTURAL ENGINEER. I. THE CONSTRUCTION WORK SHALL BE PHASED TO FACILITATE MINIMUM IMPACT TO THE NORMAL OPERATION OF THE FACILITY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO THOROUGHLY REVIEW THE GENERAL CONDITIONS AND THE ARCHITECTURAL BID DOCUMENTS FOR THE PHASING REQUIREMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR ALL TEMPORARY SERVICES TO FACILITATE PHASING REQUIREMENTS WITHOUT INTERRUPTION OF FIRE PROTECTION SYSTEMS. PROVIDE FIRE WATCHES AS REQUIRED. J. PROVIDE PROPER ACCESS TO EQUIPMENT THAT REQUIRES INSPECTION, REPLACEMENT, OR REPAIR. CEILING ACCESS DOORS ARE REQUIRED FOR ACCESS TO SERVICE EQUIPMENT SUCH AS VALVES, GAUGES, OR PIPING ACCESSORIES. IF INSTALLED ABOVE AN INACCESSIBLE CEILING, COORDINATE CEILING ACCESS DOOR LOCATIONS AND SIZES WITH ARCHITECT/G.C. DOORS SHALL BE SIZED TO ALLOW ADEQUATE ACCESS TO MAINTAIN THE EQUIPMENT. UNLESS SIZES OF ACCESS DOORS ARE SHOWN ON THE CONTRACT DOCUMENTS, CONTRACTOR SHALL COORDINATE SIZES OF ACCESS DOORS WITH THE ENGINEER AND OWNER'S REPRESENTATIVE. WHERE CONTRACTOR FAILS TO COORDINATE DOOR SIZES, DOORS SHALL BE REPLACED WITH A SUITABLE SIZE TO THE SATISFACTION OF THE ENGINEER AND OWNER'S REPRESENTATIVE AT NO COST TO THE PROJECT. K. PIPING SHALL NOT BE INSTALLED ABOVE ELECTRICAL PANELS. COORDINATE INSTALLATION OF PIPING WITH ELECTRICAL PANELS WHEN SHOWN NEAR PANELS OR OVER ELECTRICAL ROOMS. ELECTRICAL EQUIPMENT CHARACTERISTIC NOTES: A. REFER TO MEP-001 SERIES DRAWINGS FOR MOTOR AND ELECTRICAL REQUIREMENTS. GENERAL DEMOLITION NOTES: A. ALL WORK SHALL BE IN ACCORDANCE WITH FACILITY DESIGN AND CONSTRUCTION STANDARDS, ASSOCIATED CODES, AND AUTHORITIES HAVING JURISDICTION. B. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED AND AFFECTS ON NEW WORK. VERIFY PRIOR TO SUBMITTING BID. C. ALL MATERIALS, EQUIPMENT, METHODS OF INSTALLATION, REMOVALS AND DISPOSAL SHALL BE IN ACCORDANCE WITH THE STANDARDS, REGULATIONS, CODES, ORDINANCES, AND LAWS OF LOCAL, STATE, AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LAWFUL JURISDICTION. D. REVIEW AND DOCUMENT THE OPERATION OF THE EXISTING PLUMBING SYSTEMS SERVING THE RENOVATED AREAS AND DETERMINE THE EXTENTS OF THE SYSTEMS TO PREVENT SERVICE INTERRUPTION DURING DEMOLITION WORK. FULLY INVESTIGATE EXISTING SYSTEMS TO AVOID INTERRUPTION OF SYSTEMS OUTSIDE THE INTENDED SCOPE. ISOLATE EXISTING SYSTEMS AS REQUIRED. E. COORDINATE ALL SHUTDOWNS OF PLUMBING SYSTEMS WITH THE FACILITY PERSONNEL AND GENERAL CONTRACTOR FOR TIE-IN CONNECTIONS A MINIMUM 48 HOURS IN ADVANCE. ALL SHUT DOWNS WILL OCCUR DURING NIGHTS OR WEEKENDS (PREMIUM TIME). THE CONTRACTOR SHALL ASSIST THE FACILITY PERSONNEL IN SHUTTING DOWN, DRAINING, REFILLING, VENTING, ETC. OF SYSTEMS TO FACILITATE THE INTENDED WORK. ALL SHUT DOWNS SHALL BE REQUESTED AND DOCUMENTED IN ACCORDANCE WITH ANY ASSOCIATED FACILITY STANDARDS. AVOID SHUTDOWNS OUTSIDE THE PROJECT AREA BY FREEZING THE PIPING WITH PROFESSIONAL FREEZE KIT. CONTRACTOR SHALL BE READY WITH "JET-SWEAT" TOOL OR SIMILAR TO STOP THE FLOW OF WATER IF EXISTING VALVES DO NOT HOLD. F. PROTECT ALL EXISTING AND NEW BUILDING ELEMENTS FROM DAMAGE. CONTRACTOR SHALL RESTORE ALL DAMAGED ELEMENTS TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE OWNER. G. DEMOLITION DRAWINGS SHOW IN GENERAL MAJOR EQUIPMENT, PIPING AND EQUIPMENT REMOVALS. THE INTENT IS NOT TO IDENTIFY ALL MISCELLANEOUS PIPING, PIPING ACCESSORIES, SUPPORTS, CONTROLS, CONTROL ACCESSORIES, CONTROL WIRING AND CONDUIT TO BE DISCONNECTED AND REMOVED BUT IS THE REQUIREMENT UNDER THIS CONTRACT. NO EQUIPMENT OR PIPING SHALL BE ABANDONED IN PLACE UNLESS OTHERWISE NOTED ON THE DRAWINGS. H. REMOVE PORTIONS OF PIPING INDICATED TO BE REMOVED AND CAP OR PLUG REMAINING PIPING WITH SAME OR COMPATIBLE PIPING MATERIAL. L. PROVIDE SHUT OFF VALVES IN A READILY ACCESSIBLE LOCATION FOR ALL PIPING SYSTEMS AND AT ALL BRANCH PIPING FEEDING MORE THAN ONE GROUP OF FIXTURES. M. ALL WORK SHALL BE CONCEALED ABOVE FINISHED CEILINGS UNLESS NOTED OTHERWISE. EXPOSED PIPING IN FINISHED AREAS SHALL BE CLEANED, DEGREASED, AND PAINTED A COLOR SELECTED BY THE OWNER/ARCHITECT. N. PROVIDE A 3/4" HOSE END DRAIN VALVE AND CAP AT LOW POINTS IN PIPING SYSTEMS AND AT THE BASE OF ALL RISERS. O. INSTALL WATER HAMMER ARRESTORS PER PDI-WH 201 STANDARD SIZES A THRU F WHERE INDICATED. P. TEST AND CLEAN WATER SERVICE PIPING USING PROCEDURES PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR USE PROCEDURES DESCRIBED IN AWWA C651 OR AWWA C652. Q. TEST SANITARY PIPING USING PROCEDURES PRESCRIBED BY AUTHORITIES HAVING JURISDICTION OR FILL SYSTEM WITH WATER TO NOT LESS THAN 10-FOOT OF HEAD. WATER LEVEL MUST NOT DROP IN 15 MINUTES. REMOVE DIRT AND DEBRIS AS WORK PROGRESSES. R. PROVIDE CLEANOUTS AT THE BASE OF ALL STORM, SANITARY AND WASTE STACKS. S. PITCH 4" AND LARGER SANITARY AND WASTE PIPING AT 1/8" PER FOOT UNLESS OTHERWISE NOTED. FOR SANITARY AND WASTE PIPING 3" AND SMALLER PITCH AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. T. INSTRUCT THE OWNER IN THE PROPER OPERATION AND MAINTENANCE OF THE PLUMBING SYSTEMS UNTIL THE OWNER IS FULLY PREPARED TO OPERATE AND MAINTAIN THE MECHANICAL SYSTEM(S). U. DO NOT SUPPORT EQUIPMENT FROM SUSPENDED CEILINGS. ALL SUPPORT SHALL BE FROM BUILDING STRUCTURE OR FROM CEILING SUSPENSION SYSTEM WHICH HAS BEEN REINFORCED. SUPPORTS SHALL BE SELECTED AND INSTALLED TO PROVIDE A VIBRATION FREE INSTALLATION. V. SYSTEMS SHALL OPERATE UNDER CONDITIONS OF LOAD WITHOUT UNUSUAL OR EXCESSIVE NOISE OR VIBRATION. UNUSUAL OR EXCESSIVE NOISE OR VIBRATION SHALL BE CORRECTED. W. EQUIPMENT, MATERIALS AND LABOR REQUIRED BY THESE CONTRACT DRAWINGS SHALL BE GUARANTEED TO BE FREE FROM DEFECTIVE MATERIALS OR WORKMANSHIP FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT UNLESS SPECIFIED OTHERWISE. DEFECTIVE MATERIALS OR WORKMANSHIP OCCURRING DURING THIS PERIOD SHALL BE CORRECTED AT NO ADDITIONAL COST. X. COORDINATE LOCATION AND ELEVATION OF STORM AND SANITARY LATERALS AND WATER SERVICE WITH THE SITE CONTRACTOR. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO THE CONTRACTORS FAILURE TO COORDINATE TERMINATION POINTS. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR THE FINAL CONNECTION TO THE SITE UTILITIES. Y. UNLESS NOTED OTHERWISE, MINIMUM SIZE OF WASTE PIPING BELOW SLAB MAIN(S) SHALL BE 3" WITH THE FOLLOWING EXCEPTIONS: 1. MINIMUM BELOW SLAB WASTE BRANCH PIPING TO INDIVIDUAL LAVATORIES, SINKS, SHOWERS, AND BATH TUBS SHALL BE 2". 2. MINIMUM BELOW SLAB VENT PIPING SHALL BE 2". Z. PLUMBING VENTS SHALL TERMINATE A MINIMUM OF 2'-0" ABOVE FINISHED ROOF. AA. PROVIDE COMPLETE SHOP DRAWINGS FOR ALL WORK INDICATED. SUBMIT TO ENGINEER FOR APPROVAL. BB. THESE NOTES APPLY TO ALL CONTRACT DRAWINGS. ALL INFORMATION IN THESE NOTES IS THE RESPONSIBILITY OF THIS CONTRACTOR. COMMISSIONING NOTES: CODE COMPLIANCE: PROVIDE PLUMBING SYSTEM COMMISSIONING IN COMPLIANCE WITH C408 SYSTEM COMMISSIONING OF 2020 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) AND 2020 SUPPLEMENT TO NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE AND 2020 NEW YORK STRETCH ENERGY CODE. THE COMMISSIONING PROCESS DOES NOT TAKE AWAY FROM OR REDUCE THE RESPONSIBILITY OF THE SYSTEM DESIGNERS OR INSTALLING CONTRACTORS TO PROVIDE A FINISHED AND FULLY FUNCTIONING PRODUCT OR SYSTEM. SYSTEMS: THE FOLLOWING PLUMBING SYSTEMS AND CONTROLS SHALL BE COMMISSIONED WITHIN THE SCOPE OF THIS PROJECT: 1. FUEL OIL SYSTEM. COORDINATION: CONTRACTOR SHALL ASSIGN REPRESENTATIVES WITH EXPERTISE AND AUTHORITY TO ACT ON ITS BEHALF AND SHALL SCHEDULE THEM TO PARTICIPATE IN AND PERFORM COMMISSIONING PROCESS ACTIVITIES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1. INTEGRATE AND COORDINATE COMMISSIONING PROCESS ACTIVITIES WITH CONSTRUCTION SCHEDULE. 2. COMPLETE COMMISSIONING PROCESS TEST PROCEDURES. 3. EVALUATE PERFORMANCE DEFICIENCIES IDENTIFIED IN TEST REPORTS AND, IN COLLABORATION WITH ENTITY RESPONSIBLE FOR SYSTEM AND EQUIPMENT INSTALLATION, RECOMMEND CORRECTIVE ACTION. 4. PROVIDE INFORMATION REQUESTED FOR FINAL COMMISSIONING DOCUMENTATION. 5. COOPERATE WITH THE COMMISSIONING AUTHORITY (CXA) FOR RESOLUTION OF ISSUES RECORDED IN THE ISSUES LOG. 6. ATTEND COMMISSIONING TEAM MEETINGS. 7. REVIEW AND ACCEPT CONSTRUCTION CHECKLISTS PROVIDED BY THE CXA. 8. COMPLETE CONSTRUCTION CHECKLISTS AS WORK IS COMPLETED AND PROVIDE TO THE CXA ON A WEEKLY BASIS OR AS REQUESTED BY THE CXA. 9. REVIEW AND ACCEPT COMMISSIONING PROCESS TEST PROCEDURES PROVIDED BY THE CXA. 10. COMPLETE EQUIPMENT PRE-FUNCTIONAL CHECKLISTS PROVIDED BY THE CXA. 11. PERFORM FUNCTIONAL COMMISSIONING TESTS AT THE DIRECTION OF THE CXA. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 9 : 5 4 : 5 9 A M FO-001 GENERAL NOTES, SYMBOLS AND DETAILS EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 WTT Cayuga Medical Center DC 24-5835 FUEL OIL DRAWING INDEX Sheet Number Sheet Name FO-001 GENERAL NOTES, SYMBOLS AND DETAILS FO-100 GENERATOR PLANT - FIRST FLOOR PLAN, DIAGRAM & PARTIAL BASEMENT PLAN No. Description Date — —E bj tx—x> £> o—M—e——i i » o0 A dwor ARCHITECTURAL IPD BUFFALO ROCHESTER SYRACUSE UTICA IPDENGINEERING.COM 3 FLEX HOSES 4" VENT LINE THRU ROOF 1" SUPPY TO FUTURE DAY TANK #3 1 1/4" RETURN FROM FUTURE DTRP-3 (DAY TANK #3) FLEX HOSES S LS PG PG PG LS LS LS PG S S LS LS LS LS 4" VENT LINE THRU ROOF LS 1-1/4" GENERATOR 1 GENERATOR 2 1-1/4" 1" 2"2" 1-1/4" 1-1/4" 1" 2" 4" VENT 2" DOUBLE WALL 4" VENT TLS BACKPRESSURE REGULATING VALVE (520 GPH @ 10PSIG) TLS 2" FILL (AT HIGH POINT) PG 2" FILL (AT HIGH POINT) 2" 2" 1 1/2" FOR FOS FOR FOS FILL FO R FO S FO S FO R FO S FO S / R F O S / R FOR TS TLS SCALE: NOT TO SCALE FUEL OIL PIPING DIAGRAM FOOT EXTRACTOR LEVEL SWITCH BACK UP HIGH BUILDING OUTSIDE WALL FILL ALARM SIGN OVER FILL ALARM STATION LEAK DETECTOR DETECTOR MANHOLE VALVE FUEL OIL RETURN STRIKE PLATE VENT PROTECTOR FOOT LEAK DROP TUBE (TYP.) OVERFILL PREVENTION VALVE 900 GPH FUEL FILTRATION CABINET SUPPLY FUEL OIL FILTER 2-1/2" (OVERSIZED) DUPLEX OIL STRAINER AUTOMATIC TRANSFER PUMP SET GRADE FLOOR 540 GPH 540 GPH 2" FILL FUEL SENTRY TANK GAUGE HORIZONTAL SPILL CONTAINER INSTALL 2-4FT AFG PREFERRED MODEL TG-EL-D4A-EX PREFERRED MODEL 2-2-2-SM PREFERRED MODEL FA-AV-SS BACKFILL MATERIAL BELOW TANK IN ACCORDANCE WITH MANUFACTURERS INSTALLATION PROCEDURES. 36" COVER BACKFILL MATERIAL AROUND TANK MANUFACTURER'S INSTALLATION PROCEDURES. 1'-2" H x 55'-3" L x 10'-0" W CONCRETE HOLD DOWN PAD, #6 BAR AT 1'-0" O.C. EACH WAY SLOPE SUPPLY, RETURN AND VENT LINES TOWARD TANK INSTALL TANK HOLD DOWN STRAPS. SIZE, QUANTITY AND LOCATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDE TIE DOWN ANCHORS INSTALLATION IN ACCORDANCE WITH 20,000 GALLON STEEL UNDERGROUND FUEL TANK 53'-3" L x 8'-0" DIAMETER HIGHLAND TANK DOUBLE WALL HIGH GUARD SENSOR 5" CONC. PAD WITH #4 BAR ON 1'-0" ON CENTERS, EACH WAY. EXTEND PAD 2ft IN ALL DIRECTIONS BEYOND MANWAY TANK LEVEL PROVIDE CONTROL PANEL(S) AS REQUIRED FOR A FULLY FUNCTIONAL SYSTEM FUEL OIL SHUTOFF FIREFIGHTING DTRP-1 (720 GPH) ATPS-1 DTRP-2 (720 gpm) FFC-1 LEGEND LEAK SENSOR PRESSURE GAUGE SOLENOID VALVE BRAVO DOUBLE WALL TRANSITION SUMP LEVER GATE VALVE WITH FUSIBLE LINK FUEL OIL SUPPLY FUEL OIL RETURN FUEL OIL SUPPLY/RETURN FOS FOR FOS/R 1. THE FUEL OIL SYSTEM INCLUDING STORAGE VESSELS, PUMPS, PIPING, CONTROLLERS, AND ACCESSORIES SHALL BE FURNISHED, INSTALLED, CONTROLLED, COMMISSIONED, AND WARRANTIED BY A COMPANY THAT SPECIALIZES IN FUEL OIL SYSTEMS. THE FUEL OIL COMPONENTS AND OVERALL SCOPE OF WORK SHOWN ON THESE DRAWINGS SHALL BE SUPPLEMENTED AS REQUIRED TO ACHIEVE A FULLY FUNCTIONAL AND CODE COMPLAINT SYSTEM. 3. THE PROJECT ELECTRICAL CONTRACTOR WILL POWER THE AUTOMATIC FUEL OIL TRANSFER PUMP SET, 2. THE FUEL OIL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 12,000 GAL OF NEW #2 FUEL OIL AND TESTING THE QUALITY OF THE FUEL IN THE EXISTING 8,000 GAL TANK. THE RESULTS OF THE TEST DAY TANK #2 PREFERRED MFG DT-460-S-R-UL DAY TANK #1 PREFERRED MFG DT-460-S-R-UL SHALL BE PROVIDED TO THE OWNER. IF THE OWNER DETERMINES THE EXISTING FUEL TO BE OF ADEQUATE QUALITY, THE FUEL OIL CONTRACTOR SHALL TRANSFER THE EXISTING FUEL TO THE NEW TANK. IF THE EXISTING FUEL OIL IS BAD, THE OWNER WILL PROVIDE DIRECTION. FUEL OIL SYSTEM NOTES 4. JOHNSON CONTROLS SHALL PROVIDE AN ADD ALTERNATE TO CONNECT TO AND MONITOR (NOT CONTROL) THE FUEL OIL SYSTEM COMPONENTS. IF THERE ARE ADDITIONAL COSTS FROM THE 5. THE CURRENT FUEL OIL SYSTEM DESIGN INCLUDES AN UNDERGROUND STORAGE TANK SYSTEM. THE USING AN ABOVE GROUND TANK SYSTEM, INCLUDING A DESIGN FOR THE ENGINEER TO REVIEW. THE FUEL OIL CONTRACTOR SHALL PROVIDE AN ALTERNATE PRICE TO PROVIDE A COMPARABLE SYSTEM ABOVE GROUND TANK SHALL UTILIZE FULL PORT SOLENOID VALVES THAT OPEN UPON A CALL FOR FLOW IN LIEU OF ANTISIPHON VALVES. GAUGE. THEY WILL PROVIDE EXTRA CIRCUIT BREAKERS IN A PANEL WITHIN THE GENERATOR ROOM TO ACCOMMODATE THE REMAINING NEEDS OF THE FUEL OIL SYSTEM. THE FUEL OIL CONTRACTOR SHALL PROVIDE ALL REMAINING AC/CONTROL/MONITORING WIRING FOR A COMPLETE SYSTEM. CONDUITS FOR AC/CONTROL/MONITORING WIRING SHALL BE IN EMT WITHIN THE BUILDING, RMC IN OUTDOOR EXPOSED LOCATIONS AND PVC SCHEDULE 80 WHERE LOCATED UNDERGROUND. FUEL OIL CONTRACTOR TO ENABLE THIS TO HAPPEN, PLEASE SUBMIT THOSE COSTS TO WELLIVER FOR INCLUSION IN THE ADD ALTERNATE. TEMPERATURE SENSOR TANK LEVEL SENSOR THE FUEL FILTRATION CABINET, THE DAY TANK PUMPS, THE MASTER CONTROL PANEL AND THE TANK 140 GPH @ 100% LOAD, CONSUMPTION 253 GPH MAX FLOW RATE 140 GPH @ 100% LOAD, CONSUMPTION 253 GPH MAX FLOW RATE A B C 1 3 2 D E GEN 1 GEN 2 GEN 3 (FUTURE)GEN 2 FFC-1 4" FOV THRU ROOF ATPS-1&2 2" FOS FUTURE 1 1/4" FOR AND 1" FOS TO DTRP-3 (DAY TANK #3) 4" FOV, RISE 8'-0" ABOVE GRADE TERMINATE WITH 4" CAP WITH INSECT SCREEN 4" FOV THRU ROOF 1" F O S 1 1 / 4 " F O R 1 1 / 4 " F O R 1" F O S 2" FOS 2" FOS DOUBLE WALL TRANSITION SUMP WITH LEAK DETECTOR IN BASIN LEVER GATE VALVE 20,000 GALLON FUEL OIL TANK2" F O R 2" F O S 2" F O S 2" F O R 4" F O V 2" F I L L BACKPRESSURE REGULATING VALVE HORIZONTAL SPILL CONTAINER AND ALARM 2" FOR 1 1/2" FROM RELIEF VALVES MASTER ALARM PANEL DAY TANK 1 DAY TANK 2 FUEL SENTRY TANK GAUGEOVER FILL ALARM STATION TEST BOTH CARRIER PIPING AND CONTAINMENT PIPING. PER MANUFACTURERS REQUIREMENTS 21 ' - 1 1 / 3 2 " 3' - 0 15/16" (ER) BLN-5 GENERATOR #2 TA N K MO N I T O R I N G PA N E L VE E D E R RO O T P A N E L GENERATOR #1 GENERATOR #3 MF F 1 23 3 3 2 (E) FOS (E)FOR (E) FOS (E)FOR (E) FOS (E)FOR (E ) F O S (E ) F O R (E) V (E) V 2 2 2 2 DEMOLITION KEYNOTES: 1. CAP EXISTING FUEL OIL SUPPLY AND RETURN PIPING AT AREAWAY WALL. 2. REMOVE ALL EXISTING FUEL OIL SUPPLY, RETURN AND VENT PIPING IN THEIR ENTIRETY INCLUDING ALL APPURTRNANCES. 3. REMOVE EXISTING DAY TANK AND ALL ASSOICATED PIPING IN ITS ENTIRETY. REMOVE FUEL OIL SUPPLY AND RETURN PIPING TO GENEARATOR. X Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 9 : 5 4 : 5 9 A M FO-100 GENERATOR PLANT - FIRST FLOOR PLAN, DIAGRAM & PARTIAL BASEMENT PLAN EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 WTT Cayuga Medical Center DC 24-5835 3/16" = 1'-0"1 FIRST FLOOR PLAN - FUEL OIL 1/4" = 1'-0"2 PARTIAL PLUMBING BASEMENT PLAN - FUEL OIL DEMOLITION GENERAL NOTE: EVACUATE AND DISPOSAL OF ALL OIL PER LOCAL CODES, AS WELL AS CLEAN UP ANY SPILLS. No. Description Date dwor GENERAL NOTES: A. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK. REFER TO ALL DRAWINGS FOR EXACT LOCATIONS OF BUILDING AND STRUCTURAL ELEMENTS. COORDINATE ALL EQUIPMENT LOCATIONS, CONCEALMENT AND SURFACE FINISH TREATMENTS CAREFULLY WITH WORK OF ALL TRADES. IN ANY CASE OF DISCREPANCY BETWEEN THE PLANS OR IN ANY CASE WHERE SUCH ISSUES REQUIRE CLARIFICATION, NOTIFY ENGINEER. B. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. IT IS NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, FITTING OR COMPONENT; HOWEVER, CONTRACT DOCUMENTS REQUIRE COMPONENTS AND MATERIALS WHETHER OR NOT INDICATED OR SPECIFICALLY SPECIFIED TO MAKE THE SYSTEMS BEING INSTALLED COMPLETE, CODE COMPLIANT, TESTED AND OPERATIONAL. C. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. D. PERFORM WORK, PROVIDE MATERIALS AND EQUIPMENT FOR SYSTEMS SHOWN, SPECIFIED AND DESCRIBED ON DRAWINGS. COMPLETELY COORDINATE WITH ALL TRADES AND PROVIDE COMPLETE AND FULLY FUNCTIONAL INSTALLATION. ALL WORK IN THIS SET TO BE COMPLETED UNDER THIS CONTRACT, UNLESS OTHERWISE INDICATED. E. MATERIALS AND INSTALLATION SHALL COMPLY WITH 2020 MECHANICAL CODE OF NEW YORK STATE, 2015 EDITION OF NFPA 90A AND ALL LOCAL REGULATIONS. F. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT NEAT, RECTILINEAR APPEARANCE WHEN COMPLETED. MAINTAIN MAXIMUM HEAD ROOM AT ALL TIMES. G. CONSTRUCTION WORK SHALL BE PERFORMED AT SUCH TIMES AND UNDER SUCH CONDITIONS AS SUITS THE OWNER, AT NO ADDITIONAL COST FOR PREMIUM TIME. H. ALL ROOF MOUNTED MECHANICAL EQUIPMENT THAT REQUIRES SERVICE SHALL BE LOCATED NOT LESS THAN 10 FEET FROM THE EDGE OF THE ROOF. I. ALL EQUIPMENT SUPPORTED BY ROOF CURBS SHALL BE SET LEVEL. TOP OF CURBS SHALL BE LEVEL, PROVIDE CURBS WITH BOTTOM SLOPED TO MATCH PITCH OF ROOF. PROVIDE SHIMS UNDER BOTTOM OF CURBS AS REQUIRED. J. FINAL LOCATION OF ROOF MOUNTED EQUIPMENT SHALL BE COORDINATED WITH ROOF FRAMING. VERIFY ROOF PROPOSED OPENING LOCATIONS WITH STRUCTURE PRIOR TO INSTALLATION. K. MAINTAIN TUBE PULL OR SERVICE SPACE ON EQUIPMENT WITH CONTROL PANELS, COILS, FILTERS, ETC. COORDINATE WITH WORK OF OTHER TRADES TO MAINTAIN CLEAR ACCESS SPACE. L. INSTALL CONTROL PANELS TO PROVIDE FOR 3'-0" MIN. CLEARANCE IN FRONT OF PANEL. M. SEAL ALL WALL AND ROOF PENETRATIONS AIR-TIGHT AT PIPE, DUCTWORK, AND CONDUIT PENETRATIONS. N. DUCTWORK AND PIPING SHALL NOT BE INSTALLED ABOVE ELECTRICAL PANELS. COORDINATE INSTALLATION OF DUCTWORK AND PIPING WITH ELECTRICAL PANELS WHEN SHOWN NEAR PANELS OR OVER ELECTRICAL ROOMS. O. INSTRUCT THE OWNER IN THE PROPER OPERATION AND MAINTENANCE OF THE MECHANICAL SYSTEMS UNTIL THE OWNER IS FULLY PREPARED TO OPERATE AND MAINTAIN THE MECHANICAL SYSTEM. P. SYSTEMS SHALL OPERATE UNDER CONDITIONS OF LOAD WITHOUT UNUSUAL OR EXCESSIVE NOISE OR VIBRATION. UNUSUAL OR EXCESSIVE NOISE OR VIBRATION SHALL BE CORRECTED. Q. EQUIPMENT, MATERIALS AND LABOR REQUIRED BY THESE CONTRACT DRAWINGS SHALL BE GUARANTEED TO BE FREE FROM DEFECTIVE MATERIALS OR WORKMANSHIP FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT UNLESS SPECIFIED OTHERWISE. DEFECTIVE MATERIALS OR WORKMANSHIP OCCURRING DURING THIS PERIOD SHALL BE CORRECTED AT NO ADDITIONAL COST. ELECTRICAL EQUIPMENT CHARACTERISTIC NOTES: A. REFER TO MEP-001 FOR MOTOR AND ELECTRICAL REQUIREMENTS. CODE SUMMARY / STANDARD NOTES: A. THE 2020 EDITION OF THE BUILDING CODE OF NEW YORK STATE B. THE 2020 EDITION OF THE NEW YORK FIRE PROTECTION CODE. C. THE 2020 EDITION OF THE PLUMBING CODE OF NEW YORK STATE. D. THE 2020 EDITION OF THE MECHANICAL CODE OF NEW YORK STATE. E. THE 2020 EDITION OF THE ENERGY CONSERVATION CODE OF NEW YORK STATE. F. THE 2015 EDITION OF NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS . G. THE 2017 EDITION OF NFPA 70 NATIONAL ELECTRIC CODE. H. THE 2018 EDITIONS OF NFPA 99 HEALTH CARE FACILITIES CODE. I. THE 2018 EDITION OF NFPA 101 LIFE SAFETY CODE J. THE 2016 EDITION OF NFPA 110 STANDARDS FOR EMERGENCY AND STANDBY POWER SYSTEMS. K. THE 2018 EDITION OF GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS (FACILITY GUIDELINES INSTITUTE). DS - DUCTLESS SPLIT UNIT DSCU - DUCTLESS SPLIT CONDENSING UNIT EA - EXHAUST AIR E.C. - ELECTRICAL CONTRACTOR EF - EXHAUST FAN EUH - ELECTRIC UNIT HEATER EWH - ELECTRIC WALL HEATER G.C. - GENERAL CONTRACTOR GIV - GRAVITY INTAKE VENTILATOR M.C. - MECHANICAL CONTRACTOR N/A - NOT APPLICABLE NC - NOISE CRITERIA NTS - NOT TO SCALE P.C. - PLUMBING CONTRACTOR T&B - TEST AND BALANCE TYP - TYPICAL NEW WORK THERMOSTAT/TEMPERATURE SENSOR AIR FLOW AAD AUTOMATIC AIR DAMPER 20x10DN UP 20x10DN UP DUCT SECTION - SUPPLY DUCT SECTION - EXHAUST WIDTH A x DEPTH B A B SUPPLY DUCT TURNING UP OR DOWN RETURN DUCT TURNING UP OR DOWN SYMBOL HVAC SYMBOLS LIST DESCRIPTION #DRAWING KEYNOTE DOUBLE LINE RECTANGULAR DUCT CONTINUED T REVISION TAG# TEST AND BALANCE A. FINAL CONSTRUCTION: 1. UPON COMPLETION OF THE HVAC RENOVATION WORK, AN INDEPENDENT AABC OR NEBB CERTIFIED T&B CONTRACTOR SHALL BALANCE THE EQUIPMENT AND DUCTS TO PROVIDE INDICATED AIR QUANTITIES TO THE SPACES. ANY ADDITION OF DAMPERS, ADJUSTMENTS, (FAN SPEED, CHANGE OUT OF PULLEYS, ETC.) REQUIRED FOR THIS SHALL BE INCLUDED IN THIS CONTRACTOR’S PROPOSAL. B. ANY ADDITION OF DAMPERS, ADJUSTMENTS, (FAN SPEED) AS REQUIRED FOR THIS SHALL BE INCLUDED IN THIS CONTRACTOR’S PROPOSAL. 1. FINAL REPORT: SUBMIT FINAL TEST AND BALANCE REPORT TO ENGINEER FOR REVIEW AND ACCEPTANCE. ONE WEEK PRIOR TO FINAL INSPECTION FOR EACH PHASE. MECHANICAL ABBREVIATIONS DEMOLITION WORK NON DIVISION 23 WORK #DEMOLITION KEYNOTE CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN CD CONDENSATE DRAIN RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION STRAINER PRESSURE GAUGE THERMOMETER UNION DIRECTION OF FLOW CAP OR PLUG PIPE ELBOW DOWN PIPE ELBOW UP BALL VALVE BALANCING VALVE TWO WAY CONTROL VALVE PRESSURE/TEMPERATURE TEST PLUG PIPE BOTTOM TAP REDUCER SINGLE LINE PIPE CONTINUED SYMBOL HVAC PIPING SYMBOLS LIST DESCRIPTION DRAIN VALVE WITH HOSE CONNECTION EXISTING WORK TO REMAIN HWS HOT WATER SUPPLY HWR HOT WATER RETURN FUTURE EQUIPMENT PENETRATION FIRESTOPPING NOTES: A. EACH TRADE SHALL BE RESPONSIBLE TO PROVIDE FIRESTOPPINMG AT ALL PENETRATIONS THROUGH FIRE-RESISTANCE-RATED WALLS, THROUGH HORIZONTAL ASSEMBLIES AND PENETRATIONS IN SMOKE BARRIERS. B. PROVIDE SUBMITTALS INCLUDING LISTED SYSTEMS, INSTALLER CERTIFICATES AND PRODUCT SCHEDULE. C. PRODUCT: METACAULK, NO SUBSTITUTES. a. UL LISTED UL 1479, ASTM G21-13 AND ASTM E814 ACOMPLIANT b. METACAULK 1000 FIRESTOP SEALANT c. METACAULK 835+ ELASTOMERIC, SILICONE FIRESTOP SEALANT d. METACAULK 950 INTERIOR, WATER-BASED SEALANT e. METACAULK ACCESSORIES INCLUDING PACKING MATERIALS, FILL/CAVITY MATERIALS, ETC. D. INSTALL PENETRATION FIRESTOPPING SYSTEMS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND PUBLISHED DRAWINGS FOR PRODUCTS AND APPLICATIONS. E. INSTALL FORMING MATERIALS AND OTHER ACCESSORIES OF TYPES REQUIRED TO SUPPORT FILL MATERIALS DURING THEIR APPLICATION AND IN THE POSITION NEEDED TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS REQUIRED TO ACHIEVE FIRE RATINGS. F. FILL VOIDS AND CAVITIES FORMED BY OPENINGS, FORMING MATERIALS, ACCESSORIES AND PENETRATING ITEMS TO ACHIEVE REQUIRED FIRE-RESISTANCE RATINGS. APPLY MATERIALS SO THEY CONTACT AND ADHERE TO SUBSTRATES FORMED BY OPENINGS AND PENETRATING ITEM PHASING NOTES: A. PHASING OF THE WORK IS REQUIRED TO ALLOW CONTINUED USE AND OCCUPANCY OF PORTIONS OF THE BUILDING, INCLUDING THE AREAS ADJACENT TO THE CONSTRUCTION WORK ZONE. B. REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL PHASING PLANS AND GENERAL INFORMATION. C. CONTRACTOR SHALL MAINTAIN EXISTING SERVICES TO THE AREAS OUTISDE OF EACH INDIVIDUAL PHASE. D. DEMOLITION AND NEW CONSTRUCTION NOTES ARE TO DEFINE INTENT. WORK SHALL INCLUDE ALL WORK INDICATED ON THE PLANS AS WELL AS ALL OTHER ITEMS REQUIRED TO MAINTAIN EXISTING SERVICES AND HOSPITAL OPERATIONS THROUGHOUT EACH PHASE. E. CONTRACTOR SHALL PROVIDE NEW AND TEMPORARY EQUIPMENT INCLUDING WIRING, PIPING, DUCTWORK, CONDUIT AND ASSOCIATED FITTINGS AS REQUIRED IN ORDER TO COMPLY WITH THE PHASING REQUIREMENTS INDICATED ON THE ARCHITECTURAL DRAWINGS, IN ORDER TO MAINTAIN HOSPITAL OPERATIONS OUTSIDE THE CONSTRUCTION WORK ZONE FOR EACH PHASE. F. COORDINATE ALL WORK OCCURRING OUTSIDE OF CONSTRUCTION PHASE LINES WITH THE HOSPITAL, SCHEDULE ALL SHUTDOWNS OR INTERUPTION IN SERVICES WELL IN ADVANCE. WORK MAY NEED TO OCCUR OUTSIDE OF NORMAL WORK HOURS. PROVIDE ADDITIONAL VALVES IN EXISTING MAINS TO MINIMIZE THE NUMBER OF SHUTDOWNS FOR THE OWNER. G. OVERLAPPING OF WORK AT EACH OF THE PHASED CONSTRUCTION AREAS AND TEMPORARY CONNECTIONS WILL BE REQUIRED OF THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS TO ENSURE THAT THE OCCUPIED AREAS ARE CONTINUALLY OPERATIONAL AND FUNCTIONAL WITHOUT DISRUPTIONS. H. AT THE END OF EACH PHASE, THE AIR AND WATER SYSTEMS SHALL BE BALANCED TO THE DESIGN VALUES AND PRESSURIZATION REQUIREMENTS FOR EACH PHASE. REFER TO THE TEST & BALANCE NOTES FOR ADDITIONAL INFORMATION. GRAVITY INTAKE SCHEDULE UNIT NO. SERVICE CFM THROAT SIZE HOOD SIZE THROAT VELOCITY SP (IN WG)CURB CAP HEIGHT DESIGN EQUIPMENT GIV-1 INTAKE 78,850 162x66 240X132 1,062 0.15 168x72 36.5 GREENHECK FGI GIV-2 INTAKE 78,850 162x66 240X132 1,062 0.15 168x72 36.5 GREENHECK FGI FAN SCHEDULE UNIT NO.LOCATION SERVICE TYPE CFM S.P. FAN RPM OUTLET VEL FPM SONES DRIVE MOTOR DESIGN EQUIPMENTRPMHP VOLTS PHASE EF-1 ROOF GENERATOR ROOM DOWNBLAST 6,800 0.5 547 1,374 11.7 DIRECT 840 5 460 3 GREENHECK G-300-VG DUCTLESS SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE UNIT NO.LOCATION INDOOR UNIT DESIGN EQUIPMENT OUTDOOR UNIT DESIGN EQUIPMENTCFMVOLTSPHASECOOLING MBH HEATING MBH VOLTS PHASE DS-1 SWITCHGEAR RM 325 208 1 12 14 TRANE TPKA-A12LA1 208 1 TRANE TRUZ-A12NKA7 DS-2 SWITCHGEAR RM 325 208 1 12 14 TRANE TPKA-A12LA1 208 1 TRANE TRUZ-A12NHA7 UNIT HEATER SCHEDULE - ELECTRIC UNIT NO. LOCATION TYPE CFM KW FAN MOTOR DESIGN EQUIPMENT NOTESRPMHPVOLTS PHASE EUH-1 GENERATOR ROOM HORIZONTAL 910 15 1600 1/20 480 3 QMARK MUH-15-4 1,2,3,6 EUH-2 GENERATOR ROOM HORIZONTAL 910 15 1600 1/20 480 3 QMARK MUH-15-4 1,2,3,6 EUH-3 GENERATOR ROOM HORIZONTAL 1320 20 1500 1/10 480 3 QMARK MUH-20-4 1,2,3,6 EUH-4 GENERATOR ROOM HORIZONTAL 1320 20 1500 1/10 480 3 QMARK MUH-20-4 1,2,3,6 EUH-5 SWITCHGEAR HORIZONTAL 910 15 1600 1/20 480 3 QMARK MUH-15-4 1,2,3,6 EUH-6 SWITCHGEAR HORIZONTAL 910 15 1600 1/20 480 3 QMARK MUH-15-4 1,2,3,6 EWH-7 WATER SERVICE WALL 100 1.5 - -120 1 QMARK VFK151F 1,4,5,6 FAN COIL UNIT SCHEDULE - CHILLED WATER UNIT NO.LOCATION CFM MOTOR COOLING 42 DEG F EWT DESIGN EQUIPMENTRPM VOLTS PHASE TOTAL MBH SENS. MBH GPM PD FT HD EWT LWT EAT LAT DB WB DB WB FCU-1 EXG BLDG ELECTRIC RM 6500 1568 460 3 253.1 200.1 39.4 4.0 42 55 80 67 52 51.7 TRANE UCCAL12 FCU-2 EXG BLDG SWITCHGEAR RM 5000 1059 460 3 231.5 154.3 53.3 14.3 42 51 80 67 52 51.6 TRANE UCCAA10 PROJECT HVAC DESIGN REQUIREMENTS ECCCNYS COMPLIANCE (SECTION C403) ITEM REQUIRED EXISTING SPECIFICATION SECTION ECONOMIZER DESCRIPTION NO EQUIPMENT AND SYSTEM CONTROLS X 230990 FAN MOTOR HORSEPOWER AND CONTROLS X 230990 DUCT SEALING X 233113 DUCTWORK INSULATION X 230713 PIPING INSULATION X 230719 EQUIPMENT INSULATION X 230713 ENERGY RECOVERY NO VENTILATION ANALYSIS AND CONTROL NO TEMPERATURE SETBACK CONTROL NO PARTLOAD CONTROL X 230990 VARIABLE SPEED CONTROL NO PROJECT DESIGN CRITERIA OUTDOOR DESIGN CONDITIONS TEMP (DB / WB) SUMMER 88 ˚F DB / 72˚ F WB WINTER -3 ˚F DB COUNTY / CLIMATE ZONE TOMPKINS / 6A INDOOR DESIGN CONDITIONS TEMP / HUMIDITY HEATING 65 ˚F DB COOLING (SWITCHGEAR) 75 ˚F DB / 50% RH PIPING MATERIALS SERVICE PIPE MATERIALS FITTINGS CONNECTIONS REFRIGERANT PIPING TYPE ACR WROUGHT COPPER BRAZED HOT WATER HEATING 2 IN. AND SMALLER TYPE L COPPER, HARD DRAWN WROUGHT COPPER OR CAST BRONZE, SOLDER END, PRESS NO-LEAD SOLDER, PRESSURE-SEAL CHILLED WATER 2 IN. AND SMALLER TYPE L COPPER, HARD DRAWN WROUGHT COPPER OR CAST BRONZE, SOLDER END, PRESS NO-LEAD SOLDER, PRESSURE-SEAL CHILLED WATER 2-1/2 IN. AND LARGER SCHEDULE 40, BLACK STEEL STEEL GROOVED, WELDED, OR FLANGED INSULATION SCHEDULE TYPE EQUIPMENT OR SYSTEM SERVED INSULATION CLASS (a) JACKETING CLASS (b)THICKNESS (IN) NOMINAL PIPE SIZE (IN) DUCTWORK INTERIOR EXPOSED EXTERIOR INTERIOR EXPOSED EXTERIOR LESS THAN 1 1 TO < 1.5 1.5 TO < 4 4 TO < 8 ≥ 8 (c) A RS, RL - - - - FE - - 0 4 1 (J) 1 (J) 1 1 1 - - FE B CHWS, CHWR - - - - - - - -0.5 0.5 1 1 1 FE - - 4 - -0.5 0.5 1 1 1 - - UR - - 6 0.5 0.5 1 1 1 C HWS, HWR - - - - - - - -1.5 1.5 2 2 2 FG - - 1 - -1.5 1.5 2 2 2 - - UR - - 6 1.5 1.5 2 2 2 D DUCTWORK - - - - - - - -- - - - - - - - - - 1.5(g)(i) FG (e) - - 1 - -- - - - - - - - - - 2 (f)(g) - - UR(e) - - 3 - - - - - - - - - - 3 E GENERATOR EXHAUST CS - - 3(i) - -- - - - - - - - 2 Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 9 : 1 6 : 1 1 A M M-001 GENERAL NOTES, SYMBOLS AND SCHEDULES EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 DW Cayuga Medical Center DMC 24-5835 MECHANICAL DRAWING INDEX Sheet Number Sheet Name M-001 GENERAL NOTES, SYMBOLS AND SCHEDULES M-100 GENERATOR BUILDING - FIRST FLOOR PLAN M-101 GENERATOR BUILDING - ROOF PLAN M-102 PARTIAL BASEMENT PLAN - MECHANICAL M-501 DETAILS M-601 CONTROLS DIAGRAMS MD-102 PARTIAL BASEMENT PLAN - MECHANICAL REMOVALS NOTES: 1. PROVIDE INTEGRAL DISCONNECT SWITCH. 2. PROVIDE ROOF CURB. 3. PROVIDE FAN WITH EC MOTOR. NOTES: 1. PROVIDE INTEGRAL DISCONNECT SWITCH FOR INDOOR UNIT. 2. PROVIDE WIND BAFFLE FOR LOW AMBIENT OPERATION. 3. CONFIGURE UNIT FOR WALL MOUNTED THERMOSTAT. 4. PROVIDE WIRING FROM INDOOR UNIT TO CONDENSING UNIT. 5. PROVIDE INTEGRAL CONDENSATE PUMP TO LIFT CONDENSATE. NOTES: 1. PROVIDE INTEGRAL DISCONNECT SWITCH. 2. PROVIDE UNIT HEATERS WITH TWO-STAGE HEATING. 3. PROVIDE REMOTE THERMOSTAT. 4. PROVIDE SURFACE MOUNTING FRAME. 5. PROVIDE INTEGRAL THERMOSTAT. 6.CONTRACTOR TO PROVIDE AND INSTALL LOW VOLTAGE WIRING. TYP. NOTES: 1. PROVIDE UNIT WITH FILTER SECTION, AND INLET/OUTLET DUCT CONNECTIONS. 2. PROVIDE 2 INCH DEEP AUXILIARY DRAIN PANS. 3. PROVIDE HANGERS WITH SPRING ISOLATORS. 4. PROVIDE CONDENSATE PUMP FOR FCU-1. NOTES: 1. PROVIDE 1/2" GALVANIZED SCREENS. 2. PROVIDE 30" HIGH ROOF CURBS. (a) FE -- FLEXIBLE ELASTOMERIC FG -- FIBROUS GLASS UR -- URETHANE CS -- CALCIUM SILICATE (b) 0-- NONE 3 -- CANVAS 4 -- POLYVINYL CHLORIDE 6 -- ALUMINUM (c) SUPPLY AIR OUTSIDE AIR RETURN AIR (d) BLANKET (e) RIGID BOARD (f) EXCE4PT DUCTWORK WITHIN CONDITIONED SPACE (g) EXHAUST AIR SHALL ONLY BE INSULATED 15'-0" FROM EXTERIOR PENETRATION. ALL EXHAUST DUCTWORK ENTERING AND LEAVING ENERGY RECOVERY UNITS SHALL BE FULLY INSULATED (R-6) (i) CONDUCTIVITY BTU-IN/(HR-FT2-DEG F) 0.21 - 0.27. No. Description Date dwor li r>\: — — IPD BUFFALO ROCHESTER SYRACUSE UTICA i PDENGINEERING.COM — — 1 1 — A B C 1 3 2 D E WATER SERVICE ROOM EUH-4 EUH-2 EUH-3 GENERATORS & RELATED EQUIPMENT PROVIDED BY EC (TYP) DAY TANK BY PC AAD EWH-4 EUH-5 EUH-6 DS-2 DS-1 3 M-100 EXTEND 18"Ø MUFFLER EXHAUST UP THRU ROOF. AAD EUH-1 T DSCU-2DSCU-1 RS&RL, INSTALL AND SIZE PER MANUFACTURER'S INSTRUCTIONS (TYP) GEN 1 (BY EC)GEN 2 (BY EC)GEN 3 (FUTURE) EXTEND 18"Ø MUFFLER EXHAUST UP THRU ROOF. LOCATION OF FUTURE GRAVITY INTAKE VENTILATOR ON ROOF. FUEL OIL EQUIPMENT BY FUEL OIL CONTRACTOR (TYP) DDC PANEL T ELECTRICAL EQUIPMENT BY EC (TYP) ELECTRICAL EQUIPMENT BY EC (TYP) ELECTRICAL EQUIPMENT BY EC (TYP) T T T 12" EQUIP STAND (TYP) PROVIDE 4" CONCRETE PAD 2 M-100 1" CONDUIT 88 1 TO EUH-1,2,3,4 1" CONDUIT DOWN TO DDC PANEL. DAY TANK BY PC LOCATION OF FUTURE DAY TANK 10"Ø UP TO MUFFLER 10"Ø UP TO MUFFLER 9 1010 5 AAD AAD 5 AAD 11 4 4 4 4 FCFC AAD AAD MUFFLER MUFFLER 3 TYP 3 TYP 2 AADAAD AAD 13 13 FIRST FLOOR 0' - 0" FIRST FLOOR 0'-0" TOP OF STEEL 18'-0" FOUNDATION -4'-0" ROOF 18' - 0" A B C D FOUNDATION -4' - 0" GIV-2GIV-1 MUFFLER MUFFLER 2 M-100 1 M-601 EUH-1EUH-2 GEN 2GEN 1 GEN 3 (FUTURE) LOCATION OF FUTURE GRAVITY INTAKE VENT 8 ROOF CURB 7 6 7 6 3 3 10 " 10 " 10 " 10 " 8 AADAAD AAD FIRST FLOOR 0' - 0" ROOF 18' - 0" 1 32 FOUNDATION -4' - 0" 3 M-100 CONNECT TO 6" GENERATOR EXHAUST (TYP 2). 10 " 10 " GEN 1 (BY EC) 18 " FC 3' - 0" SUPPORT TRANSITION FROM THE FLOOR (TYP) GIV-1 GRADE EUH-3 AAD 8' - 0 " VENTILATED THIMBLE 7 6 ROOF CURB 3 8 REFER TO ARCHITECTURAL DRAWINGS FOR LOUVER INFORMATION. APPROX 168x168. AAD 4 12 GUY WIRE AA D MUFFLER 13 DRAWING KEYNOTES: 1. DDC PANEL TO HOUSE THE BACNET ROUTER, FIELD CONTROLLER AND EXPANSION MODULE. 2. 1" CONDUIT DOWN. EXTEND 1" CONDUIT IN THE EXISTING HOSPITAL AND CONNECT TO BMS SYSTEM WITHIN THE HOSPITAL. REFER TO DRAWING ES-100 FOR ACTUAL ROUTING. 3. SUPPORT MUFFLER FROM STRUCTURE WITH SPRING VIBRATION ISOLATORS. 4. 48x54 BYPASS AAD (TYP 2) . 5. PROVIDE TRANSITION FROM LOUVER PLENUM TO RADIATOR DISCHARGE WITH FLEX CONNECTION. 6. CARBON STEEL/312 SS 8"Ø TO 10"Ø FLEX CONNECTOR. 7. CARBON STEEL 6"Ø TO 8"Ø TRANSITION. 8. PROVIDE PLENUM FULL SIZE OF GRAVITY INTAKE VENT, APPROXIMATELY 162x66 WITH AAD AND 1/4" GALV SCREEN. PROVIDE 2" D DRAIN PAN 5" WIDER THAN THE PLENUM, INSTALLED 12" BELOW THE PLENUM. 9. PROVIDE PLENUM FULL SIZE OF CURB OPENING WITH AAD. TERMINATE WITH 1/4" GALV. BIRD SCREEN AND 2" D DRAIN PAN 4" WIDER THAN THE PLENUM, INSTALLED 12" BELOW THE PLENUM OPENING. 10. PROVIDE 2'-0" D PLENUM FULL FIZE OF LOUVER WITH AAD (APPROX 168x168). REFER TO ARCHITECTURAL DRAWINGS FOR LOUVER INFORMATION. 11. PROVIDE INSULATED BLANK-OFF PANEL FULL SIZE OF LOUVER (APPROX 168x168), SEALED WATERTIGHT. REFER TO ARCHITECTURAL DRAWINGS FOR LOUVER INFORMATION. 12. PROVIDE TRANSITION FROM LOUVER PLENUM TO RADIATOR DISCHARGE WITH FLEX CONNECTION. 13. PROVIDE MUFFLER SELECTED BY GENERATOR MANUFACTURER, WITH TWO INLETS AND ONE OUTLET AS SHOWN. # Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 9 : 1 6 : 1 4 A M M-100 GENERATOR BUILDING - FIRST FLOOR PLAN EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 DW Cayuga Medical Center DMC 24-5835 1/4" = 1'-0"1 FIRST FLOOR PLAN - MECHANICAL 1/4" = 1'-0"3 GENERATOR ROOM E/W SECTION 1/4" = 1'-0"2 GENERATOR ROOM N/S SECTION No. Description Date A B C 1 3 2 D E EF-1 GIV-1 PROVIDE THIMBLE AT ROOF PENETRATION AND EXTEND 18" EXHAUST 8'-0" ABOVE ROOF WITH GUY WIRES. PROVIDE THIMBLE AT ROOF PENETRATION AND EXTEND 18" EXHAUST 8'-0" ABOVE ROOF WITH GUY WIRES. LOCATION OF FUTURE GRAVITY INTAKE VENT GIV-2 Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 9 : 1 6 : 1 5 A M M-101 GENERATOR BUILDING - ROOF PLAN EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 DW Cayuga Medical Center DMC 24-5835 1/4" = 1'-0"1 ROOF PLAN - MECHANICAL No. Description Date (E)CH-4 (E)CH-1 (E)CH-2 SA-1 CC -4 CC -1CC -2 CC -3 P-4 P-3 (E)CHP-3 (E)P-43 (E)P-42 (E)CHP-2 (E)CHP-4 (E)CHP-1 P-81 P-82 VFD-81 VFD-82 AS T 2 1 / 2 " C H W R 2 1 / 2 " C H W S 2 1/2" CHWR 2 1/2" CHWS (E)CH-3 5" CHWR 5" CHWS 6" CHWS 6" CHWS 6" CHWR 6" CHWR 6" CWR 6" CWR 16" CWR (E)HX-9 16 " C W R 16" CWR 10" CWR (E)CDP-1 (E ) H X -2 (E ) H X -1 (E) FILTER (E)P-8 (E)CDP-2 7 8 9 10 12 T USRQPNM 11 2 1 / 2 " C H W R 2 1 / 2 " C H W S FULL SIZE CAPPED AND VALVED FOR FUTURE. FCU-1 FCU-2 2 1 / 2 " C H W R 2" C H W R 2" C H W S 2" CHWS 2" CHWR 1" HWS&R 4 EXTEND 1" HWS&R TO UNIT HEATER. 1 T 1 T 2 3" CHWS&R 2" CHWS&R 2 1 T 1 3 UNIT HEATER 5 DRAWING KEYNOTES: 1. ROUTE PIPING TO AVOID LOCATIONS ABOVE THE ELECTRICAL EQUIPMENT. 2. SUPPORT FAN COIL UNIT FROM STRUCTURE. 3. PROVIDE DRIP PAN UNDER CHILLED WATER PIPING OVER TRANSFORMER. COORDINATE WITH PC FOR CONNECTION TO DRAIN. 4. RELOCATE EXISTING UNIT HEATER TO LOCATION SHOWN. SUPPORT HEAT FROM STRUCTURE. 5. EXISTING 1" CONDUIT TO EXISTING BMS SYSTEM, CONNECTING THE PANEL IN THE GENERATOR ROOM. # Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 9 : 1 6 : 1 7 A M M-102 PARTIAL BASEMENT PLAN - MECHANICAL EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 DW Cayuga Medical Center DMC 24-5835 1/4" = 1'-0"1 PARTIAL BASEMENT PLAN - MECHANICAL No. Description Date dwor |ARCHITECTURAL 5 FT 7 6 8 10 9 1110 12 12 14 432 2 1/21 1/211 1/4THRU 3/4 7 7 7 98 MAXIMUM PIPE/TUBING SUPPORT SPACING PIPE FT. TUBING FT. SIZE IN. NOTES: 1. FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE INSULATION (VAPOR BARRIER TYPE IS REQUIRE FOR LOW TEMPERATURE PIPE) COMPRESSIVE STRENGTH INSULATION (9PSF MIN. DENSITY) UNDER INSULATION SHIELD PROVIDE INSULATION SHIELD AT HANGERS ADJUSTABLE CLEVIS HANGER SIDE VIEW TRAPEZE HANGER FOR UP TO 1000 LB. UNIFORM LOAD PROVIDE INSULATION SHIELD & INSERT FOR ALL PIPING 1/2" HANGER RODS W/ 36" MAX SPACING ON EACH CHANNEL BAND 1-5/8" 12 GAUGE CHANNEL OR 2"x2"x1/4" ANGLE INDOOR UNIT WALL MOUNTING CONDENSATE DRAIN LINE INSULATED RS AND RL REFRIGERANT LINES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. OUTDOOR UNIT SECURE TO RAILS. EQUIPMENT RAILS (MIN. 12" HIGH). CONTROL LINES IN EMT CONDUIT. GALVANIZED SHEET METAL. REINFORCE TO LIMIT DEFLECTION. REFER TO M-102 FOR LOCATION & CONFIGURATION. PITCH TO DRAIN 1"1" STEEL WIRE SUSPEND FROM STRUCTURE, 4'-0" ON CENTER MAX. (TYP.) 3/4" DRAIN LINE BY PC OVERHEAD PIPE OVERHEAD PIPE EXTERIOR WALL LOUVER BY GC BOTTOM OF PLENUM, SLOPE TOWARDS LOUVER. PLENUM W/ STANDING SEAMS ON SIDES AND TOP. CAULK AND SEAL SEAM AIRTIGHT ALL AROUND. SEAL ALL SEAMS OF PLENUM, AIR / WATERTIGHT WITH MASTIC OR OTHER SEALANT. CAULK BOTTOM 6" OF SIDE SEAMS AIR/ WATERTIGHT. PROVIDE TRIM ANGLE ON ALL SIDES. SEALANT AND BACKER ROD , PROVIDED ON SIDES AND TOP. STAINLESS STEEL FLASHING, FULL LENGTH OF WALL OPENING, SEALED AT EDGES, SLOPED TOWARDS EXTERIOR EDGE OF OPENING. GRAVITY INTAKE INSULATED WATERTIGHT FULL SIZE OF ROOF OPENING AUTOMATIC AIR DAMPER FULL SIZE OF CURB OPENING PROVIDE BIRD SCREEN 30" HIGH (MIN.) PRE-FAB INSULATED CURB, SECURED TO ROOF DECK. DUCTWORK SPONGE RUBBER GASKET (TYPICAL FLASHING & COUNTER FLASHING ROOF DAMPER ACTUATOR SPONGE RUBBER GASKET (TYP.) FLASHING & COUNTER FLASHING. ROOF ELECTRICAL CONDUIT AUTOMATIC AIR DAMPER FULL SIZE OF PLENUM. 2" D DRAIN PAN 4" WIDER THAN THE PLENUM. INSTALLED 12" BELOW THE PLENUM OPENING. EXHAUST FAN 12" HIGH (MIN.) PRE-FAB INSULATED CURB, SECURED TO ROOF DECK. DAMPER ACTUATOR SOLDER SIDE SEAMS TO 3" HIGH ALL AROUND TO MAKE WATERTIGHT. MV STRAINER CONTROL VALVE UNIT HEATER UNION (TYPICAL) FLOW BALANCING VALVE MANUAL AIR VENT AIR FLOW SHUTOFF VALVE (TYPICAL) TO STRUCTURE COOLING COIL FAN COIL UNIT DISCHARGE AIR RETURN AIR FILTER VIBRATION ISOLATOR (TYP) 1'-0" MIN. STRUCTURE OR PARTITION PROVIDE AUXILIARY DRAIN PAN UNDER FAN COIL UNIT WITH COOLING COIL. PIPE BOTH AUXILIARY DRAIN PAN AND PRIMARY CONDENSATE TO DRAIN SYSTEM. FINISHED FLOOR SEE PIPING DETAILS FOR COIL PIPING AND CONDENSATE DRAIN PIPING CONNECTIONS. 1" AUXILIARY DRAIN. STUB THROUGH CEILING WITH CHROME PLATED ESCUTCHEON AT READILY VISIBLE LOCATION OR AS SHOWN ON FLOOR PLANS. RETURN AIR OPENING SUPPLY AIR OPENING COOLING COIL UNION (TYP) BALL VALVE (TYP) PRESSURE COMPENSATING FLOW CONTROL VALVE CONTROL VALVE 3/8" BALL VALVE AIR VENT PETE'S PLUG (TYP) STRAINER (TYP) CONDENSATE DRAIN WITH P-TRAP PIPE TO DRAIN. REFER TO P-102. 2" DEEP AUXILIARY DRAIN PAN UNDER UNIT (4" WIDER THAN UNIT ON EACH SIDE). CONSTRUCT DRAIN PAN OF ALL-WELDED 18 GA. GALVANIZED SHEETMETAL OR FURNISHED MRF'S PREFABRICATED DRAIN PAN (MIN. 18 GA.). SUPPORT PAN INDEPENDENTLY OF UNIT. INSULATION MIN 7" AFR CONTINUOUS WELD TO STACK MIN 20 GA. STEEL COUNTERFLASHING PROVIDE 1" AIR GAP AROUND CURB 12" MIN. CURB & FLASHING FAN COIL UNIT ROOF VENTILATED THIMBLE EXHAUST PIPE FROM MUFFLER INSULATION CONTINUE TO FLANGED OUTLET AT MUFFLER 8'-0" 1/2" PLATE WELDED TO PIPE GUY WIRE - 1/2" AIRPLANE TIED DOWN CABLE - TYP 3 DAVID CONNECTION ON ROOF - SEE ARCH DWGS FOR DETAIL WELD ANGLE SWAY AND SUPPORT BRACING TO STRUCTURE. 3" x 3" x 1/4" SWAY AND SUPPORT BRACING (4 EQUALLY SPACED). WELD TO RING AND FLUE. 2" x 2" x 1/4" BLACK STEEL ANGLE RING. FIELD WELD TO FLUE. 2" x 2" x 1/4" BLACK STEEL ANGLE RING (2 THUS). PROVIDE EIGHT EQUALLY SPACED HOLES FOR FLANGED CONNECTION. PROVIDE TRANSITION TO RADIATOR OUTLET PROVIDE TRANSITION TO RADIATOR OUTLET AAD 2" D DRAIN PAN 4" WIDER THAN THE PLENUM, INSTALLED 12" BELOW THE PLENUM OPENING. 1" COUPLING WITH NIPPLE END CAPS. 1" COUPLING WITH NIPPLE END CAPS. INSULATED WATERTIGHT PLENUM FULL SIZE OF CURB OPENING. UN O 8" 4" 12" COMPACTED GRAVEL FILL. ANCHOR BOLTS AS REQUIRED BY EQUIPMENT SUPPLIER #4 @ 12" O.C. EA WAY TOP AND BOTTOM 6" BEYOND EQUIPMENT ON ALL SIDES OR MINIMUM 3'-0" ON ALL SIDES, WHICHEVER IS GREATER. SUPPORTED EQUIPMENT CONCRETE SLAB 1"x1" CHAMFER SCALE: NOT TO SCALE DUCTLESS SPLIT DETAIL AIR SOURCE HEAT PUMP / SCALE: NOT TO SCALE DRIP PAN DETAIL SCALE: NOT TO SCALE LOUVER PLENUM INSTALLATION DETAIL SCALE: NOT TO SCALE LOUVERED PENTHOUSE / GRAVITY RELIEF DETAILSCALE: NOT TO SCALE POWER ROOF EXHAUSTER DETAIL SCALE: NOT TO SCALE UNIT HEATER PIPING DETAIL HORIZONTAL HOT WATER SCALE: NOT TO SCALE PIPE SUPPORT DETAIL SCALE: NOT TO SCALE FAN COIL UNIT DETAIL SCALE: NOT TO SCALE GENERATOR EXHAUST PIPING DETAIL SCALE: NOT TO SCALE CHILLED WATER PIPING AT FAN COIL UNIT DETAIL SCALE: NOT TO SCALE EXTERIOR EQUIPMENT PAD NOTES: 1. FOR PRE-INSULATED LINE SETS THE INSULATION THICKNESS SHALL MEET THE REQUIREMENT OF THE INSULATION SCHEDULE. 2. CONDENSATE PUMPS SHALL BE PROVIDED AS REQUIRED. NOTES: 1. SEAL SEAMS WATERTIGHT. 2. CONSTRUCT AND SUPPORT IN ACCORDANCE WITH SMACNA, HEM EXPOSED EDGES. NOTES: 1. VERIFY EXACT ROOF OPENING DIMENSIONS WITH EQUIPMENT MANUFACTURER AND COORDINATE WITH GENERAL CONTRACTOR. 2. INSTALL AUTOMATIC AIR DAMPER TIGHT TO ROOF OPENING. 3. SECURE TO CURB WITH STAINLESS STEEL OR ALUMINUM FASTENERS WITH NEOPRENE WASHERS 8" ON CENTER. NOTES: 1. VERIFY EXACT ROOF OPENING DIMENSIONS WITH EQUIPMENT MANUFACTURER AND COORDINATE WITH GENERAL CONTRACTOR. 2. INSTALL AUTOMATIC AIR DAMPER TIGHT TO ROOF OPENING. 3. SECURE FAN TO CURB WITH STAINLESS STEEL OR ALUMINUM FASTENERS WITH NEOPRENE WASHERS 8" ON CENTER. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 9 : 1 6 : 1 8 A M M-501 DETAILS EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 DW Cayuga Medical Center DMC 24-5835 No. Description Date dwor ARCHITECTURAL BUFFALO ROCHESTER SYRACUSE UTICA IPDENGINEERING.COM IPD T T T COOLING VALVE CH W R CH W S M FAN SPACE TEMP SPACE SENSOR DSCU DS MONITOR TO BMS M BI-FAN STATUS BO-FAN START/STOP CT S/S AI - SPACE TEMP AAD (N.O.) (TYP 2) RECIRCULATION DAMPER (TYP 2) EMERGENCY GENERATOR (TYP 2) EXHAUST FAN EF-1 GRAVITY INTAKE VENT GIV-1 AAD (N.C.)AAD (N.O.) AAD (N.O.) UNIT HEATER (TYP 4) T AAD (N.O.) Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 9 : 1 6 : 1 9 A M M-601 CONTROLS DIAGRAMS EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 DW Cayuga Medical Center DMC 24-5835 NTS1GENERATOR ROOM VENTILATION AND DAMPER CONTROL NOTES: 1. CONTROL SCHEMATIC IS TYPICAL OF TWO GENERATORS. 2. OUTSIDE AIR INTAKE DAMPERS, RECIRCULATION DAMPERS AND GENERATOR RADIATOR EXHAUST AIR DAMPERS SHALL BE NORMALLY OPEN AND POWERED CLOSE. 3. PROVIDE WIRE AND CONDUIT FROM GENERATOR CONTROL PANEL AND ALL CONTROLS COMPONENTS (TRANSFORMERS, RELAYS, ETC) REQUIRED TO EXECUTE THE SEQUENCES OF OPERATION. SEQUENCE OF OPERATION: 1. A SPACE TEMPERATURE SENSOR SHALL BE USED TO MAINTAIN THE TEMPERATURE IN THE GENERATOR ROOM. 2. UNDER NORMAL CONDITIONS THE RECIRCULATION DAMPER IS OPEN AND THE OUTSIDE AIR INTAKE AND RADIATOR EXHAUST DAMPERS SHALL BE CLOSED. 3. VENTILATION WITH GENERATOR OFF: A. ON A RISE IN SPACE TEMPERATURE ABOVE SETPOINT OF 75 DEG F (ADJ), THE SMALLER OUTSIDE AIR DAMPER AT THE GRAVITY INTAKE VENT SHALL OPEN, THE EXHAUST FAN DAMPER SHALL OPEN AND THE EXHAUST FAN SHALL ENERGIZE. B. IF SPACE TEMPERATURE DROPS BELOW 65 DEG F (ADJ.), THE ELECTRIC UNIT HEATERS SHALL ENERGIZE AND CYCLE THE FANS TO MAINTAIN THE MINIMUM SETPOINT. 4. VENTILATION WITH GENERATOR ON: A. UPON RECEIVING A SIGNAL TO START THE GENERATOR, THE OUTSIDE AIR INTAKE DAMPER AT THE DESIGNATED GRAVITY INTAKE VENT SHALL OPEN, THE EXHAUST FAN SHALL BE OFF AND THE ASSOCIATED DAMPER SHALL BE CLOSED. B. MODULATE THE ASSOCIATED RECIRCULATION DAMPERS AND THE GENERATOR RADIATOR EXHAUST DAMPERS AS REQUIRED TO MAINTAIN INDOOR SPACE TEMPERATURE SET POINT. THE RECIRCULATION DAMPERS SHALL NEVER BE PARTIALLY OR FULLY CLOSED UNLESS THE RADIATOR EXHAUST DAMPER IS FULLY OPEN. 5. MONITORING: A. SPACE TEMPERATURE AND SETPOINTS B. UNIT HEATER STATUS (TYP 4) C. EXHAUST FAN STATUS D. GENERATOR STATUS (TYP 2) E. EXHAUST FAN DAMPER POSITION F. MINIMUM OUTSIDE AIR POSITION (GRV-1 ONLY) G. GRAVITY INTAKE VENT OUTSIDE AIR DAMPER POSITION (TYP 2) H. GENERATOR RADIATOR EXHAUST AIR DAMPER POSITION (TYP 2) I. RECIRCULATION DAMPER POSITION (TYP 4) 6. ALARMS: A. HIGH SPACE TEMPERATURE B. LOW SPACE TEMPERATURE C. DAMPER FAILURE BASED ON REQUIRED MODE OF OPERATION AUTOMATIC TEMPERATURE CONTROLS: 1. ACCEPTABLE CONTROL VENDORS INCLUDE JCI. NO SUBSTITUTIONS. 2. PROVIDE ALL LABOR, MATERIALS, WIRING, EQUIPMENT, ETC. REQUIRED FOR A COMPLETE AND FULLY FUNCTIONAL SET OF SYSTEMS. 3. SPACE TEMPERATURE SENSORS SHALL BE DIGITAL DISPLAY WITH ADJUSTMENT UNLESS OTHERWISE NOTED ON THE DRAWINGS. 4. PROVIDE ALL TEMPERATURE, HUMIDITY, FLOW, ETC. SENSORS, ALL ACTUATORS, DAMPERS, VALVES, ETC., ALL PANELS, UNITARY CONTROLLERS & MISC. DEVICES AS REQUIRED TO ACCOMPLISH THE SEQUENCES DESCRIBED IN THE PROJECT DOCUMENTS. 5. CONTROLLERS THROUGHOUT THE PROJECT SHALL BE PROVIDED WITH APPROXIMATELY 25% SPARE CAPACITY. 6. UNLESS OTHERWISE SHOWN, ALL CONTROL SET POINTS SHALL BE FULLY ADJUSTABLE. 7. THE USER INTERFACE SHALL BE GRAPHICS BASED WITH SCHEMATICS THAT ACCURATELY REPRESENT THE SYSTEM CONFIGURATIONS INSTALLED ON THE PROJECT. 8. THE SYSTEM SHALL BE ACCESSIBLE THROUGH THE INTERNET TO THE OWNER, ASSUMING NECESSARY COOPERATION FROM THE OWNERS IT DEPARTMENT. 9. PROVIDE POWER FOR ELECTRONIC THERMOSTATS, CURRENT SENSORS, TRANSMITTERS, ENERGY METERS, SENSORS, AND ACCESSORIES.ALL CONTROL POWER SHALL BE DERIVED FROM 115V, 20A CONTROL POWER CIRCUIT FROM JUNCTION BOXES PROVIDED BY DIVISION 26. ALL CONTROL POWER SHALL BE PROVIDED BY THE STANDBY EMERGENCY POWER SYSTEM, UNLESS OTHERWISE NOTED. 10. INSTALL ALL CONTROLS WIRING WITHIN MECHANICAL ROOM AND ROOMS WITHOUT CEILINGS IN CONDUIT. CONTROLS WIRING CAN BE INSTALLED IN MECHANICAL ROOM CABLE TRAYS (IF AVAILABLE), AND IN CABLE TRAYS ABOVE SUSPENDED CEILINGS, AND ELSEWHERE SHOWN ON DRAWINGS. WIRING FROM DEVICES TO CABLE TRAY SHALL BE IN CONDUIT. 11. LINE VOLTAGE WIRING SHALL BE IN EMT AND INSTALLED IN ACCORDANCE WITH REQUIREMENTS SET FORTH ON THE ELECTRICAL DRAWINGS AND THE NATIONAL ELECTRICAL CODE. 12. LOW VOLTAGE WIRING SHALL BE INSTALLED IN EMT. 13. PROVIDE A MINIMUM OF 4 HOURS OF ON-SITE TRAINING TO OWNER PERSONNEL ONCE THE SYSTEM HAS BEEN ACCEPTED BY THE OWNER AND IS FULLY FUNCTIONAL. 14. ALL CONTROL VARIABLES, OBJECTS, CONTROL LOOPS AND OTHER SOFTWARE CONSTRUCTS SHALL BE NAMED APPROPRIATELY SO THEY ARE READILY UNDERSTANDABLE. ALL CONTROL OBJECTS SHALL IDENTIFY BUILDING, SYSTEM, OBJECT. 15. PROVIDE CONTROLS CABINETS WITH PLEXIGLAS WINDOW IN CABINET COVER. 16. INSTALL CONTROL PANELS TO PROVIDE 3FT MIN. CLEARANCE IN FRONT OF PANEL. CONTROL PANELS SHALL BE MOUNTED ON 3/4" AC PLYWOOD, PAINTED NAVY BLUE. TOP OF MOUNTING BOARD 6FT AFF. SEQUENCE OF OPERATION: 1. FAN: A. THE FAN SHALL OPERATE INTERMITTENTLY (UPON A CALL FOR COOLING) 2. COOLING VALVE: A. THE VALVE SHALL MODULATE TO MAINTAIN SPACE TEMPERATURE SET POINT (74 DEG F, ADJ) 3. MONITORING: A. SPACE TEMPERATURE B. DISCHARGE AIR TEMPERATURE C. FAN STATUS D. COOLING VALVE POSITION 4. ALARMS: A. HIGH SPACE TEMPERATURE SEQUENCE OF OPERATION: 1. UNIT HEATER SHALL SERVE AS SECOND STAGE OF HEATING, WITH THE DUCTLESS SPLIT SYSTEMS SERVICE AS THE PRIMARY STAGE 2. IF SPACE TEMPERATURE DROPS BELOW A SETPOINT OF 60 DEG F (ADJ.), THE UNIT HEATER FAN SHALL BE ON AND ELECTRIC HEATING COIL SHALL MODULATE ON. 3. IF SPACE TEMPERATURE RISES ABOVE A SETPOINT OF 65 DEG F (ADJ.), THE UNIT HEATER SHALL BE OFF AND ELECTRIC HEATING COIL SHALL TURN OFF. 4. MONITOR: A. SPACE TEMPERATURE/SETPOINT B. FAN STATUS C. FAN START/STOP D. HEATER STATUS 5. ALARM: A. LOW SPACE TEMPERATURE B. UNIT FAILURE FAN COIL CONTROL SCHEMATIC21/8" = 1'-0" DUCTLESS SPLIT UNIT CONTROL SCHEMATIC31/8" = 1'-0" UNIT HEATER CONTROL SCHEMATIC - SWITCHGEAR ROOM41/8" = 1'-0" SEQUENCE OF OPERATION: 1. UNIT TO OPERATE UNDER ITS OWN CONTROLS. MONITOR AND ALARM TO BUILDING BMS. 2. UNIT SHALL OPERATE STAND ALONE TO MAINTAIN SPACE TEMPERATURE SETPOINT 72 DEG F (ADJ.) 3. MONITOR: A. AC STATUS B. SPACE TEMPERATURE/SET POINT 4. ALARM: A. UNIT FAILURE B. HIGH SPACE TEMPERATURE. No. Description Date dwor ARCHITECTURAL BUFFALO ROCHESTER SYRACUSE UTICA NG.COM I IPD IPDENGINE 7 8 9 10 12 T USRQPNM 11 (E)CH-4 (E)CH-1 (E)CH-2 (E)CHP-3 (E)P-43 (E)P-42 (E)CHP-2 (E)CHP-4 (E)CHP-1 AS (E) F-5 (E) F-7 (E)CH-3 6" CHWS 6" CHWR 6" CHWR 6" CWR 6" CWR 16" CWR (E)HX-9 16 " C W R 16" CWR 10" CWR (E)CDP-1 (E ) H X -2 (E ) H X -1 (E) FILTER (E)P-8 (E)CDP-2 1"HWS&R 1"HWS&R 7 7 GENERATOR GENERATOR GENERATOR 1 2 1 2 1 2 3 3 3 2 8 2 54 4 UNIT HEATER UNIT HEATER 92 3 3 33 6 2 10 92 54 x 1 2 32 x 8 54 x 1 2 32 x 8 54 x 1 2 32 x 8 11 11 12 12 13 DRAWING KEYNOTES: 1. REMOVE EXISTING DISCHARGE PLENUM, DAMPERS, ACTUATORS AND ACCESSORIES. 2. TERMINATE CONTROL WIRING/TUBING BACK TO SOURCE. 3. REMOVE GENERATOR EXHAUST PIPING, INSULATION, SUPPORTS AND ACCESSORIES. 4. REMOVE UNIT HEATER, SUPPORTS, CONTROLS AND ASSOCIATED PIPING. 5. RELOCATE THE ASSEMBLY TO THE LOCATION INDICATED ON DRAWING M-102. 6. CAP GENERATOR EXHAUST PIPING BELOW THE FIRST FLOOR SLAB SEAL CAP WATERTIGHT. REMOVE DISCHARGE ASSEMBLY AT THE ROOF AND CAP PIPING. SEAL WATERTIGHT. 7. REMOVE GENERATOR EXHAUST PLENUM. 8. REMOVE AIR INTAKE PLENUM AND ASSOCIATED DAMPERS, ACTUATORS AND ACCESSORIES. 9. REMOVE FAN, CONTROLS AND SUPPORTS. 10. REMOVE LOUVERS AND ASSOCIATED PLENUM AND CONTROLS. 11. REMOVE BRANCH DUCTWORK, INCLUDING REGISTERS AND SUPPORTS COMPLETE. 12. REMOVE INTAKE AND EXHAUST DUCTWORK AND SUPPORTS COMPLETE. 13. REMOVE AAD CONTROL PANEL AND ALL ASSOCIATED CONTROLS, WIRING, MOUNTING HARDWARE, ETC. # Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 9 : 1 6 : 2 1 A M MD-102 PARTIAL BASEMENT PLAN - MECHANICAL REMOVALS EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 DW Cayuga Medical Center DMC 24-5835 1/4" = 1'-0"1 PARTIAL BASEMENT PLAN - MECHANICAL REMOVALS No. Description Date DRAWING KEYNOTE DEMOLITION KEYNOTE X X QUAD RECEPTACLE DUPLEX RECEPTACLE AC - MOUNT 6" ABOVE COUNTER WP - PROVIDE WHILE IN USE WEATHERPROOF ENCLOSURE USB - COMBINATION USB / RECEPTACLE '(E)' NEXT TO LIGHT LINE-WEIGHT INDICATES DEVICES / EQUIPMENT EXISTING TO REMAIN DASHED HEAVY LINE-WEIGHT INDICATES DEVICES / EQUIPMENT AND CIRCUITRY TO BE REMOVED HEAVY LINE-WEIGHT INDICATES TO PROVIDE DEVICE / EQUIPMENT AS NEW DISCONNECT SWITCH (NON-FUSED) DISCONNECT SWITCH (FUSED) COMPLETE MOTOR CONNECTION (REFER TO ELECTRICAL EQUIPMENT AND CONTROL SCHEDULE)M EMERGENCY POWER OFF STATION SPECIAL RECEPTACLE (NEMA CONFIGURATION AS INDICATED) (E) '(ER)' NEXT TO DASHED HEAVY LINE-WEIGHT INDICATES EXISTING DEVICES / EQUIPMENT TO BE REMOVED AND RELOCATED. REFER TO DEFINITIONS FOR INFORMATION (ER) MANUAL PULL STATION SMOKE DETECTOR HEAT DETECTOR CARBON MONOXIDE DETECTOR AUDIO/VISUAL (HORN/STROBE) SIGNALING DEVICE TAMPER SWITCH FIRE ALARM CONTROL PANEL F S H CO F VISUAL SIGNALING DEVICEF TS FACP FLOW SWITCHFS FUSED DISCONNECT SWITCH NON-FUSED DISCONNECT SWITCH GENERATOR REMOTE ANNUNCIATION PANEL TRANSFORMER GENERATOR SET TRANSFER SWITCH, RATING AS INDICATED. ATS = AUTOMATIC MTS = MANUAL GROUND G CIRCUIT BREAKER GRAP MEDIUM VOLTAGE FUSED LOAD INTERRUPTER SWITCH MEDIUM VOLTAGE NON-FUSED LOAD INTERRUPTER SWITCH PANELBOARD NAME DRAWOUT CIRCUIT BREAKER SINGLE POINT CONNECTION TO EQUIPMENT 120/208 VOLT PANELBOARD T-#TRANSFORMER. REFER TO ONE LINE DIAGRAM AND TRANSFORMER SCHEDULE FOR SIZE AND TYPE PRESSURE SWITCHPSWALL MOUNTED EXIT LUMINAIRE CEILING MOUNTED EXIT LUMINAIRE EMERGENCY BATTERY PACK REMOTE LUMINAIRE HEAD DUAL HEAD WALL MOUNTED EMERGENCY BATTERY PACK LUMINAIRE NL POLE MOUNTED SITE LIGHT FIXTURE AND BASE LIGHT FIXTURE CONNECTED TO NIGHT LIGHT CIRCUIT, UNSWITCHED LIGHT FIXTURE CONNECTED TO LIFE SAFETY BRANCH CIRCUIT CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE LIGHT SWITCH a,b,c - INDICATES SWITCH LEG 3 - INDICATES 3-WAY SWITCH 4 - INDICATES 4-WAY SWITCH 3a,b SECTION VIEW NUMBER REFERENCED SHEET NUMBER DETAIL OR PLAN VIEW NUMBER REFFERENCED SHEET NUMBER E-XXX X E-XXX X MOUNTING HEIGHT, DEVICE TYPE, AND ANY OTHER DEVICE SPECIFIC INFORMATION AC GFI 24 CIRCUIT NUMBER. REFER TO DRAWING SPECIFIC NOTES FOR ASSOCIATED PANELBOARD FIXTURE TYPE. REFER TO LIGHT FIXTURE SCHEDULE SWITCH LEG F1 a HOME-RUN FROM DEVICE TO INDICATED PANELBOARD / CIRCUIT A. PROVIDE QUANTITIES OF CONDUCTORS AND RACEWAYS REQUIRED, FOR EQUIPMENT SHOWN ON PLANS. MINIMUM TRADE SIZE CONDUCTOR SHALL BE #12 AWG. MINIMUM TRADE SIZE RACEWAY SHALL BE 1/2". THE USE OF SHARED NEUTRALS IN LIGHTING AND RECEPTACLE BRANCH CIRCUITS IS PROHIBITED. PROVIDE SEPARATE NEUTRAL AND GROUND FOR EVERY CIRCUIT. GENERAL CIRCUITRY NOTES: A. UNO, PROVIDE (2)#12, (1)#12G, 3/4"C FOR LIGHTING CIRCUITRY. PROVIDE (2)#10, (1)#10G, 3/4"C FOR LIGHTING CIRCUITS GREATER THAN 100' IN LENGTH TO PANELBOARD. PROVIDE ADDITIONAL CONDUCTOR IN SAME RACEWAY AS OTHER CONDUCTORS FOR 0-10V LED DIMMING. B. UNO, IN ROOMS/AREAS WHERE MULTIPLE LIGHT SWITCHES/SENSORS ARE SHOWN, PROVIDE LIGHTING CONTROL CIRCUITRY FROM SWITCHES/SENSORS TO LIGHT FIXTURES WITH SAME SWITCH LEG DESIGNATIONS. C. UNO, IN ROOMS/AREAS WHERE ONE LIGHT SWITCH/SENSOR IS SHOWN, CIRCUIT SWITCH/SENSOR IN SUCH A MANNER THAT SWITCH/SENSOR OPERATES ALL LIGHT FIXTURES WITHIN SAME ROOM/AREA. LIGHTING CIRCUITRY NOTES: A. UNO, PROVIDE (2)#12, #12G, 3/4"C FOR GENERAL PURPOSE 120V RECEPTACLE CIRCUITS. PROVIDE (2) #12, #10 G, 3/4"C FOR RECEPTACLE CIRCUITS GREATER THAN 100' IN LENGTH TO PANELBOARD. RECEPTACLE CIRCUITRY NOTES: DESCRIPTIONSYMBOL GENERAL SYMBOLS DESCRIPTIONSYMBOL ELECTRICAL DESCRIPTIONSYMBOL POWER DISTRIBUTION AND CONTROL DESCRIPTIONSYMBOL LIGHTING DESCRIPTIONSYMBOL LIGHTING CONTROL DESCRIPTIONSYMBOL FIRE ALARM DESCRIPTIONSYMBOL VIEW CALLOUTS DESCRIPTIONSYMBOL ONE LINE DIAGRAM BRANCH CIRCUIT / DEVICE IDENTIFICATION '(RE)' NEXT TO LIGHT LINE-WEIGHT INDICATES EXISTING DEVICES / EQUIPMENT TO BE REINSTALLED. REFER TO DEFINITIONS FOR INFORMATION (RE) E CO CARBON MONOXIDE NOTIFICATION DEVICE (AMBER STROBE) AUDIO (HORN) SIGNALING DEVICEH MEDIUM VOLTAGE DRAWOUT CIRCUIT BREAKER SPD ERS SURGE PROTECTION DEVICE ARC ENERGY REDUCTION MAINTENANCE SWITCH STANDARD MOUNTING HEIGHTS (UNLESS NOTE OTHERWISE, WALL MOUNT; HEIGHTS ARE A.F.F. TO CENTER OF DEVICE) RECEPTACLES: DATA OUTLET: TELEPHONE PHONE OUTLET: COMBINATION DATA & TELEPHONE OUTLET: LIGHT SWITCH: PANELBOARD (MAX TO TOP OF BACKBOX): STARTER/DISCONNECT SWITCH: SYSTEMS CABINETS (MAX TO TOP): ABOVE COUNTER DEVICES: SYSTEMS CONTROL PANELS (MAX TO TOP): PUSH-BUTTON: CARD READER: FIRE ALARM PULL STATION: FIRE ALARM NOTIFICATION DEVICE: FIRE ALARM MAGNETIC DOOR HOLDER: EXIT LIGHT (WALL): EMERGENCY BATTERY PACK: 18" 18" 48" 18" 46" 72" 48" 72" 8" ABOVE BACKSPLASH 72" 46" 46" 46" 80" (TO BOTTOM) 80" CENTERED ABOVE DOORWAY 80" NORMAL POWER CIRCUIT NUMBER. REFER TO DRAWING SPECIFIC NOTES FOR ASSOCIATED PANELBOARD 24 24 277/480 VOLT PANELBOARD LSIG GFP GROUND FAULT PROTECTION CIRCUIT BREAKER ADJUSTABLE TRIP SETTINGS: L - LONG TIME S - SHORT TIME I - INSTANTANEOUS G - GROUND FAULT DRAWING KEYNOTEX X REVISION TAG DUPLEX RECEPTACLE CONNECTED TO EQUIPMENT BRANCH FIRE ALARM BELLF CODE SUMMARY / STANDARD NOTES: A. THE 2020 EDITION OF THE BUILDING CODE OF NEW YORK STATE. B. THE 2020 EDITION OF THE ELECTRICAL CODE OF NEW YORK STATE. C. THE 2020 EDITION OF THE ENERGY CONSERVATION CODE OF NEW YORK STATE. D. THE 2017 EDITION OF NFPA 70 NATIONAL ELECTRIC CODE. E. THE 2016 EDITION OF NFPA 72 NATIONAL FIRE ALARM CODE. F. THE 2012 EDITION OF NFPA 90A. G. THE 2018 EDITION OF NFPA 99. H. THE 2018 EDITION OF NFPA 101. I. THE 2016 EDITION OF NFPA 110 STANDARDS FOR EMERGENCY AND STANDBY POWER SYSTEMS. J. THE 2018 EDITION OF “GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS” (FACILITY GUIDELINES INSTITUTE). K. ICC/ANSI A117.1: ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 2 : 0 6 P M E-001 ELECTRICAL SYMBOLS LIST EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 ELECTRICAL DRAWING INDEX Sheet Number Sheet Name E-001 ELECTRICAL SYMBOLS LIST E-002 ELECTRICAL GENERAL INFORMATION SHEET E-003 PHASING PLAN, SEQUENCE OF OPERATIONS AND ATS PRIORITY SCHEDULE ES-100 ELECTRICAL SITE PLAN ED-102 PARTIAL BASEMENT PLAN - ELECTRICAL REMOVALS E-100 GENERATOR BUILDING - POWER AND SYSTEMS E-101 ROOF PLAN - ELECTRICAL E-102 PARTIAL BASEMENT PLAN - POWER AND SYSTEMS E-103 OVERALL FLOOR PLANS E-200 GENERATOR BUILDING - LIGHTING E-201 PARTIAL BASEMENT PLAN - LIGHTING E-500 DETAILS E-501 FIRE ALARM RISER E-600 PARTIAL POWER ONE LINE DIAGRAM - EXISTING SYSTEM E-601 POWER ONE LINE DIAGRAM - TEMPORARY POWER E-602 POWER ONE LINE DIAGRAM - REMOVALS E-603 POWER ONE LINE DIAGRAM - NEW WORK E-604 GENERATOR PLANT CONTROL/SIGNAL RISER DIAGRAM E-700 SCHEDULES MEP-001 MECHANICAL EQUIPMENT AND CONTROL SCHEDULE No. Description Date —Q——z:— ''a— HF 1=1 c> dwor ARCHITECTURAL BUFFALO ROCHESTER SYRACUSE UTICA NG.COM I IPD IPDENGINE GENERAL NOTES: A. EXISTING SYSTEMS SHOWN ON DRAWINGS ARE BASED ON AVAILABLE RECORD DRAWINGS. THIS INFORMATION IS ONLY PARTIALLY VERIFIED. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY AND INVESTIGATE ALL CONDITIONS THAT AFFECT THE WORK PRIOR TO SUBMITTING THE BID. B. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF BUILDING STRUCTURAL ELEMENTS. COORDINATE ALL EQUIPMENT LOCATIONS, CONCEALMENT AND SURFACE FINISH TREATMENTS CAREFULLY WITH WORK OF ALL TRADES. IN ANY CASE OF DISCREPANCY BETWEEN THE PLANS OR IN ANY CASE WHERE SUCH ISSUES REQUIRE CLARIFICATION, NOTIFY ENGINEER. C. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. IT IS NOT INTENDED TO SPECIFY OR SHOW EVERY OFFSET, FITTING OR COMPONENT; HOWEVER, CONTRACT DOCUMENTS REQUIRE COMPONENTS AND MATERIALS WHETHER OR NOT INDICATED OR SPECIFICALLY SPECIFIED TO MAKE THE SYSTEMS BEING INSTALLED COMPLETE, CODE COMPLIANT, TESTED AND OPERATIONAL. D. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. E. ALL MATERIALS, EQUIPMENT, METHODS OF INSTALLATION, REMOVALS AND DISPOSAL SHALL BE IN ACCORDANCE WITH THE STANDARDS, REGULATIONS, CODES, ORDINANCES, AND LAWS OF LOCAL, STATE, AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LAWFUL JURISDICTION F. PERFORM WORK, PROVIDE MATERIALS AND EQUIPMENT FOR SYSTEMS SHOWN, SPECIFIED AND DESCRIBED ON DRAWINGS. COMPLETELY COORDINATE ALL TRADES OF THIS CONTRACT AND PROVIDE COMPLETE AND FULLY FUNCTIONAL INSTALLATION. ALL WORK IN THIS SET TO BE COMPLETED UNDER THIS CONTRACT, UNLESS OTHERWISE INDICATED. G. MATERIALS AND INSTALLATION SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE AND THE 2020 BUILDING OF NEW YORK STATE. H. WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT NEAT, RECTILINEAR APPEARANCE WHEN COMPLETED. MAINTAIN MAXIMUM HEAD ROOM AT ALL TIMES. DO NOT RUN CONDUITS AND CABLE TRAY EXPOSED UNLESS SHOWN AND NOTED TO BE EXPOSED ON DRAWINGS. I. FIXTURES, EQUIPMENT, MATERIALS AND LABOR REQUIRED BY THESE CONTRACT DRAWINGS SHALL BE GUARANTEED TO BE FREE FROM DEFECTIVE MATERIALS OR WORKMANSHIP FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE PROJECT UNLESS SPECIFIED OTHERWISE. DEFECTIVE MATERIALS OR WORKMANSHIP OCCURRING DURING THIS PERIOD SHALL BE CORRECTED AT NO ADDITIONAL COST. J. SCHEDULE NEW CONSTRUCTION WORK WITH THE OWNER'S REPRESENTATIVE A MINIMUM OF ONE WEEK IN ADVANCE. CONSTRUCTION WORK AND DEMOLITION SHALL BE PERFORMED AT SUCH TIMES AND UNDER SUCH CONDITIONS AS SUITS THE OWNER, AT NO ADDITIONAL COST FOR PREMIUM TIME. K. ALL FINISHES AND SURFACES TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION WORK SHALL BE REPAIRED OR REPLACED, FINISHES TO MATCH EXISTING, TO SATISFACTION OF THE OWNER, AT NO ADDITIONAL COST. L. COORDINATE ELECTRICAL WORK, PHASING, AND POWER OUTAGES WITH OWNER AND OTHER TRADES PRIOR TO THE START OF CONSTRUCTION. NO POWER OUTAGES SHALL OCCUR WITHOUT OWNER'S PRIOR KNOWLEDGE. M. REFER TO ARCHITECTURAL, STRUCTURAL, HVAC, FIRE PROTECTION AND PLUMBING DRAWINGS FOR COORDINATING ALL INSTALLED MATERIALS. N. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT, PER NEC ARTICLE 110. O. ALL NEW DEVICES TO BE INSTALLED IN SURFACE RACEWAY AND BOXES ON EXISTING NON-FISHABLE CONSTRUCTION, AND TO BE RECESSED IN NEW OR FISHABLE EXISTING CONSTRUCTION. P. WHEREVER POSSIBLE REUSE EXISTING CONDUIT, RACEWAY, AND BACK BOXES IF IN GOOD CONDITION. EXTEND / INSTALL NEW CONDUIT / RACEWAY AS REQUIRED FOR PROPER MOUNTING OF DEVICES. CONCEAL ABOVE CEILING OR WITHIN WALL WHERE POSSIBLE. Q. WHERE RELOCATING EXISTING COMPONENTS, PROVIDE MATCHING BRANCH CIRCUITRY TO RELOCATE EQUIPMENT, DEVICES, ETC. MAINTAIN FEED-THROUGH WIRING AND SYSTEMS SCHEDULED TO REMAIN. R. ALL CIRCUIT BREAKERS INSTALLED IN EXISTING POWER PANEL SHALL BE LISTED / LABELED FOR USE WITHIN EXISTING PANEL. AND SHALL MATCH EXISTING PANEL CHARACTERISTICS AND KAIC RATINGS. S. ALL EQUIPMENT OR MATERIALS SHALL BE NEW AND FOR ANY GIVEN SYSTEM BE A PRODUCT OF THE SAME MANUFACTURER, UNLESS NOTED OTHERWISE. T. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK OR SHOP FABRICATION. REPORT ALL DISCREPANCIES TO ENGINEER IN WRITING. U. COORDINATE THE WORK OF THIS CONTRACT WITH THE WORK OF OTHER CONTRACTS. COORDINATE SHUTDOWN OF EXISTING SYSTEMS WITH OWNER AND ALL TRADES. V. CONTRACTOR SHALL TEMPORARILY DISMANTLE AND REMOVE EXISTING CEILINGS AS REQUIRED FOR THE INSTALLATION OF ELECTRICAL WORK. PROPERLY STORE CEILING COMPONENTS FOR REINSTALLATION. REINSTALL CEILINGS UPON COMPLETION OF WORK. W. CONTRACTOR TO PATCH TO MATCH EXISTING CONDITIONS ALL DAMAGED SURFACES RESULTING FROM WORK PERFORMED UNDER THE CONTRACT. PATCH / REFINISH SURFACE TO MATCH EXISTING WHERE DEVICES / FIXTURES. X. PAINT ALL EXPOSED CONDUITS IN FINISHED SPACES TO MATCH SURROUNDING FINISH CONDITIONS, UNLESS NOTED OTHERWISE. Y. REFER TO SPECIFICATIONS SECTION FOR BASIC ELECTRICAL REQUIREMENTS. Z. PRIOR TO START OF WORK, ELECTRICAL CONTRACTOR TO TEST ALL ELECTRICAL SYSTEMS TO BE MODIFIED THIS PROJECT TO ESTABLISH BASE LINE OPERATING CONDITIONS. AA. COORDINATE FIRE ALARM DEVICES WITH APPROPRIATE CLEARANCES FROM REGISTERS AND DIFFUSERS. GENERAL DEMOLITION NOTES: A. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED. B. DEMOLITION DRAWINGS SHOW IN GENERAL MAJOR EQUIPMENT, ELECTRICAL DEVICE AND POWER / CONTROL REMOVALS. THE INTENT IS NOT TO IDENTIFY ALL MISCELLANEOUS WIRING, WIRING ACCESSORIES, SUPPORTS, CONTROLS, CONTROL WIRING CONTROL ACCESSORIES AND CONDUIT TO BE DISCONNECTED AND REMOVED BUT IS THE REQUIREMENT UNDER THIS CONTRACT. NO WIRING, CONDUIT OR DEVICES SHALL BE ABANDONED IN PLACE UNLESS OTHERWISE NOTED ON THE DRAWINGS. C. DISCONNECT SERVICES TO EQUIPMENT / FIXTURES TO BE REMOVED. REMOVE FIXTURE ROUGH-INS, CONDUIT, HANGERS AND ACCESSORIES BACK TO SOURCE. D. REMOVE THE INDICATED ELECTRICAL EQUIPMENT AND DEVICES AS SHOWN ON THE PLANS, THIS INCLUDES ALL HANGERS, CONTROLS, AND RELATED MATERIALS. AS DIRECTED THIS MATERIAL SHALL BE REMOVED FROM THE SITE OR TURNED OVER TO THE OWNER (AS DIRECTED BY THE OWNER). E. PATCH AND MATCH OPENINGS IN WALLS TO MAINTAIN THE INTEGRITY OF THE WALL IN THE LOCATIONS WHERE CONDUITS, CABLE TRAY, ETC. HAVE BEEN REMOVED. (MAINTAIN THE EXISTING RATINGS). F. ALL DEMOLITION WORK SHALL COMPLY WITH NFPA 241 AND REQUIREMENTS OF THE OWNER / FACILITY. G. THE CONTRACTOR SHALL SURVEY ALL EXISTING ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL TAKE PARTICULAR CARE TO AVOID CREATING HAZARD OR CAUSING DISRUPTION OF SERVICES IN ADJOINING AREAS. NOT ALL DEVICES TERMINATIONS, JUNCTION BOXES, AND WIRING HAVE BEEN SHOWN FOR DRAWING CLARITY. H. ALL ELECTRICAL DEVICES INTERFERING WITH DEMOLITION WORK SHALL BE DISCONNECTED AND REMOVED, UNLESS OTHERWISE NOTED. EXISTING CIRCUIT WIRING SHALL BE REMOVED BACK TO SOURCE AND PANEL DIRECTORIES UPDATED ACCORDINGLY. I. ANY DEVICE INTERFERING WITH DEMOLITION WORK NOT SHOWN ON THESE DRAWINGS SHALL NOT BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER'S REPRESENTATIVE OR THE ELECTRICAL ENGINEER. J. CONTRACTOR IS RESPONSIBLE FOR THE SAFE HANDLING AND DISPOSAL OF ALL LIGHT FIXTURES AND BALLASTS THAT MAY CONTAIN P.C.B. (POLYCHLORINATED BI-PHENYLS) TO MEET ALL OSHA, FEDERAL, STATE, AND LOCAL CODES AND LAWS. K. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFE HANDLING AND DISPOSAL OF ALL REMOVED FLUORESCENT LIGHT TUBES THAT MAY CONTAIN MERCURY, IN ACCORDANCE WITH ALL APPLICABLE EPA, OSHA, FEDERAL, STATE, AND LOCAL CODES AND LAWS. L. CONTRACTOR TO PROTECT ALL FIRE ALARM DETECTION DEVICES IN THE PROXIMITY OF ON-GOING CONSTRUCTION ACTIVITIES. REMOVE MASKING UPON COMPLETION OF SCHEDULED WORK. CLEAN DETECTION DEVICES UPON SUBSTANTIAL COMPLETION. M. EXISTING FIRE ALARM SYSTEM SHALL BE KEPT OPERATIONAL DURING CONSTRUCTION. CONTRACTORS SHALL OBTAIN WRITTEN AUTHORIZATION FROM FIRE DEPT. AUTHORITY FOR SYSTEM SHUTDOWNS. N. CONTRACTOR TO MAINTAIN, RELOCATE AND RESTORE, IF INTERRUPTED BY REMOVALS OR IN PATH OF NEW CONSTRUCTION, ANY AND ALL CIRCUITS, CONDUITS OR FEEDERS PASSING THROUGH AND SERVING UNDISTURBED AREAS (SHOWN OR NOT SHOWN). O. IN ANY AREA REQUIRING THE PERFORMANCE OF ANY TRADE'S WORK, THE CONTRACTOR SHALL CAREFULLY REMOVE AND STORE ANY OR ALL ELECTRICAL ITEMS IN PATH OF WORK. REINSTALL AND RECONNECT SAME AS REQUIRED, IN ACCORDANCE WITH THE PLANS AND/OR AS DIRECTED AFTER COMPLETION OF OTHER TRADE'S WORK IN THAT AREA. P. REMOVE THE INDICATED HVAC ITEMS AS SHOWN ON THE PLANS, THIS INCLUDES ALL FIXTURES, WIRING, CONDUIT, CONTROLS, HANGERS, AND RELATED MATERIALS. AS DIRECTED THIS MATERIAL SHALL BE REMOVED FROM THE SITE OR TURNED OVER TO THE OWNER (AS DIRECTED BY THE OWNER). Q. ALL ELECTRICAL WORK INDICATED TO REMAIN SHALL BE SUITABLY PROTECTED TO PREVENT DAMAGE DURING CONSTRUCTION OPERATIONS. R. WHERE DEVICES AND EQUIPMENT ARE TO BE REMOVED, REMOVE CIRCUITS BACK TO THEIR ORIGIN UNLESS OTHERWISE REQUIRED TO MAINTAIN EXISTING EQUIPMENT SCHEDULED TO REMAIN. OPERATION AND CIRCUITING OF EQUIPMENT TO REMAIN SHALL NOT BE ALTERED DUE TO THE REMOVALS. A. CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE INFECTION CONTROL RISK ASSESSMENT (ICRA) PREPARED FOR THIS PROJECT. CONTRACTOR SHALL REVIEW THE REQUIREMENTS IN THE REPORT AND PERFORM ALL WORK IN ACCORDANCE WITH THOSE REQUIREMENTS. CONTRACTOR SHALL STRICTLY ADHERE TO THE LIMITS OF THE CONSTRUCTION AREA. AND WHERE PHASING APPLIES SHALL ADHERE TO PHASING PLAN. ANY WORK OUTSIDE THE CONSTRUCTION AREA SHALL BE COORDINATED WITH THE OWNER AND PERFORMED IN ACCORDANCE WITH THE ICRA REPORT. UNDER SUPERVISION OF THE OWNER REPRESENTATIVE OR OTHER DESIGNATED ICRA COMMITTEE OFFICER. B. CONTRACTOR SHALL PROVIDE POWER FOR EQUIPMENT FURNISHED BY OTHERS TO MEET THE NEGATIVE AIR PRESSURE REQUIREMENTS OF THE OWNER. A. PHASING OF THE WORK IS REQUIRED TO ALLOW CONTINUED USE AND OCCUPANCY OF PORTIONS OF THE HOSPITAL, INCLUDING THE AREAS ADJACENT TO THE CONSTRUCTION WORK ZONE. B. REFER TO THE ARCHITECTURAL DRAWINGS FOR ADDITIONAL PHASING PLANS AND GENERAL INFORMATION. C. CONTRACTOR SHALL MAINTAIN EXISTING SERVICES TO THE AREAS OUTSIDE OF EACH INDIVIDUAL PHASE. D. DEMOLITION AND NEW CONSTRUCTION NOTES ARE TO DEFINE INTENT. WORK SHALL INCLUDE ALL WORK INDICATED ON THE PLANS AS WELL AS ALL OTHER ITEMS REQUIRED TO MAINTAIN EXISTING SERVICES AND HOSPITAL OPERATIONS THROUGHOUT EACH PHASE. E. CONTRACTOR SHALL PROVIDE NEW AND TEMPORARY EQUIPMENT INCLUDING WIRING, CONDUIT AND ASSOCIATED CIRCUITS AS REQUIRED IN ORDER TO COMPLY WITH THE PHASING REQUIREMENTS INDICATED ON THE ARCHITECTURAL DRAWINGS AND GENERAL CONDITIONS, IN ORDER TO MAINTAIN HOSPITAL OPERATIONS OUTSIDE THE CONSTRUCTION WORK ZONE FOR EACH PHASE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR ALL TEMPORARY POWER AND LIGHTING REQUIREMENTS. F. TEMPORARY SERVICES TO FACILITY PHASING REQUIREMENTS WITHOUT INTERRUPTION OF THE ELECTRICAL SYSTEMS, UNLESS NOTED OTHERWISE. G. COORDINATE ALL WORK OCCURRING OUTSIDE OF CONSTRUCTION PHASE LINES, SCHEDULE ALL SHUTDOWNS OR INTERRUPTION IN SERVICES WELL IN ADVANCE. WORK MAY NEED TO OCCUR OUTSIDE OF NORMAL WORK HOURS. H. OVERLAPPING OF WORK AT EACH OF THE PHASED CONSTRUCTION AREAS AND TEMPORARY CONNECTIONS MAY BE REQUIRED TO ENSURE THAT THE OCCUPIED AREAS ARE CONTINUALLY OPERATIONAL AND FUNCTIONAL WITHOUT DISRUPTIONS. INFECTION CONTROL MEASURE NOTES: PHASING NOTES: PENETRATION FIRESTOPPING NOTES: A. EACH TRADE SHALL BE RESPONSIBLE TO PROVIDE FIRESTOPPINMG AT ALL PENETRATIONS THROUGH FIRE-RESISTANCE-RATED WALLS, THROUGH HORIZONTAL ASSEMBLIES AND PENETRATIONS IN SMOKE BARRIERS. B. PROVIDE SUBMITTALS INCLUDING LISTED SYSTEMS, INSTALLER CERTIFICATES AND PRODUCT SCHEDULE. C. PRODUCT: METACAULK, NO SUBSTITUTES. a. UL LISTED UL 1479, ASTM G21-13 AND ASTM E814 ACOMPLIANT b. METACAULK 1000 FIRESTOP SEALANT c. METACAULK 835+ ELASTOMERIC, SILICONE FIRESTOP SEALANT d. METACAULK 950 INTERIOR, WATER-BASED SEALANT e. METACAULK ACCESSORIES INCLUDING PACKING MATERIALS, FILL/CAVITY MATERIALS, ETC. D. INSTALL PENETRATION FIRESTOPPING SYSTEMS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND PUBLISHED DRAWINGS FOR PRODUCTS AND APPLICATIONS. E. INSTALL FORMING MATERIALS AND OTHER ACCESSORIES OF TYPES REQUIRED TO SUPPORT FILL MATERIALS DURING THEIR APPLICATION AND IN THE POSITION NEEDED TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS REQUIRED TO ACHIEVE FIRE RATINGS. F. FILL VOIDS AND CAVITIES FORMED BY OPENINGS, FORMING MATERIALS, ACCESSORIES AND PENETRATING ITEMS TO ACHIEVE REQUIRED FIRE-RESISTANCE RATINGS. APPLY MATERIALS SO THEY CONTACT AND ADHERE TO SUBSTRATES FORMED BY OPENINGS AND PENETRATING ITEM ALL-TRADE COORDINATION NOTES: A. THERE IS AN MEP DRAWING IN THE SET CONTAINING A MASTER SCHEDULE OF EQUIPMENT THAT ALL TRADES NEED TO REVIEW. B. ALL TRADES SHALL COORDINATE WITH EACH OTHER AND INSTALL ALL ITEMS AS HIGH AS POSSIBLE. IF THINGS ARE NOT FITTING AND WE SEE ITEMS HANGING LOWER THAN NECESSARY, WE WILL ASK YOU TO RELOCATE THEM. LIGHTING FUNCTIONAL TESTING NOTES: CODE COMPLIANCE: PROVIDE LIGHTING SYSTEM FUNCTIONAL TESTING IN COMPLIANCE WITH C408 SYSTEM COMMISSIONING OF 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE. THE PROCESS DOES NOT TAKE AWAY FROM OR REDUCE THE RESPONSIBILITY OF INSTALLING CONTRACTORS TO PROVIDE A FINISHED AND FULLY FUNCTIONING PRODUCT OR SYSTEM. SYSTEMS: THE FOLLOWING CONTROLS FOR AUTOMATIC LIGHTING SYSTEMS SHALL BE TESTED WITHIN THE SCOPE OF THIS PROJECT: 1. EXTERIOR LIGHTING CONTROLS EMERGENCY LIGHT FIXTURES LABELING NOTES: A. EMERGENCY LIGHT FIXTURES DESIGNATED BY THE ABBREVIATION EM AND/OR USING THE EMERGENCY LIGHT FIXTURE SYMBOL SHALL BE EQUIPPED WITH A NON-REMOVABLE IDENTIFICATION LABEL WHICH CLEARLY IDENTIFIES THESE DESIGNATED LIGHT FIXTURES AS EMERGENCY LIGHT FIXTURES. COORDINATE LABELING REQUIREMENTS WITH OWNER'S REPRESENTATIVE. DEFINITIONS: (ER)= UNLESS NOTED OTHERWISE, (ER) INCLUDES THE FOLLOWING WORK: DISCONNECT AND REMOVE EXISTING EQUIPMENT. RETAIN EXISTING EQUIPMENT FOR REINSTALLATION. EXISTING ASSOCIATED CIRCUITRY REMAINS FOR RECONNECTION. PREPARE EXISTING CIRCUITRY FOR RECONNECTION TO RELOCATED EQUIPMENT. (RE)= UNLESS NOTED OTHERWISE, (RE) INCLUDES THE FOLLOWING WORK: REINSTALL EXISTING EQUIPMENT AT INDICATED LOCATION. RECONNECT EXISTING CIRCUITRY. RECONNECT EXISTING CIRCUITRY = MODIFY AND EXTEND EXISTING WIRING AND CONDUITS AS REQUIRED TO RECONNECT CIRCUITRY TO ELECTRICAL DEVICE. PROVIDE NECESSARY JUNCTION BOXES, EXTENSION BOXES, SPLICES, RACEWAYS, WIRING, CONNECTORS, ETC. AS REQUIRED. CIRCUITRY = UNLESS NOTED OTHERWISE, CIRCUITRY INCLUDES, BUT IS NOT LIMITED TO, WIRING, OUTLET BOXES, JUNCTION BOXES, RELAYS, WIREMOLD, SURFACE MOUNTED RACEWAY, CONDUITS, CONTROL DEVICES, ETC. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 2 : 1 2 P M E-002 ELECTRICAL GENERAL INFORMATION SHEET EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 No. Description Date dwor ARCHITECTURAL IPD BUFFALO ROCHESTER SYRACUSE UTICA IPDENGINEERING.COM PHASING PLAN: PHASING PLAN IS INTENDED TO REPRESENT GENERAL SEQUENCE OF WORK. IT IS A GENERAL SEQUENCE GUIDELINE THAT IS NOT INTENDED TO BE INCLUSIVE OF ALL TASKS REQUIRED TO COMPLETE THE PROJECT. ACTUAL PHASING PLAN AND TASKS SHALL BE FIELD DETERMINED AND BE IN COORDINATION WITH CONSTRUCTION MANAGER, OTHER TRADE CONTRACTORS AND THE HOSPITAL PHYSICAL PLANT PERSONNEL. ADVISE THE CONSTRUCTION MANAGER A MINUMUM OF 14 DAYS AHEAD OF PROPOSED POWER INTERRUPTIONS. IN WRITING, STATE PROPOSED TIME, DATE, DURATION OF INTERRUPTION AND IDENTIFY LOADS EFFECTED. OBTAIN APPROVAL IN WRITING FROM HOSPITAL PHYSICAL PLANT DEPARTMENT BEFORE COMMENCEMENT OF ANY POWER INTERRUPTION 1. PROVIDE DUCTBANKS ON SITE AS WELL AS CONDUITS FROM MAIN ELECTRIC ROOM INTO BASEMENT NEW SWITCHGEAR ROOM (CURRENTLY GENERATOR ROOM). PROVIDE THIS WORK TO THE FURTHEST EXTENT POSSIBLE IN ORDER TO REDUCE THE TIME DURATION THE TEMPORARY GENERATOR IS ON SITE AND CONNECTED TO THE BUILDING ESSENTIAL ELECTRICAL SYSTEM. 2. ONCE THE UNIT SUBSTATION, TRANSFER SWITCHES AND DISTRIBUTION PANELS ARE ON SITE AND READY FOR INSTALLATION IN THE BASEMENT NEW SWITCHGEAR ROOM, INSTALL TEMPORARY CABLES FROM THE TEMPORARY GENERATOR TO EXISTING TRANSFER SWITCH SWITCHGEAR. MAKE READY FOR CONNECTION. DISCONNECT EXISTING GENERATOR POWER FEEDER AT EXISTING TRANSFER SWITCH SWITCHGEAR. CONNECT TEMPORARY GENERATOR INTO EXISTING TRANSFER SWITCH SWITCHGEAR, CONNECT AUTOSTART CIRCUIT FOR TEMPORARY GENERATOR INTO AUTOSTART CIRCUIT LOCATED IN EXISTING PARALLELING GEAR. DURING THIS TIME PERIOD WHEN FEEDERS ARE DISCONNECTED AND CONNECTED, THERE IS NO GENERATOR BACK UP TO THE BUILDING. THIS DURATION MUST BE CLOSELY COORDINATED WITH CONSTRUCTION MANAGER, PHYSICAL PLANT AND BE KEPT TO A MINIMUM. TEST FOR PROPER OPERATION. 3. AT THIS POINT, THE HOSPITAL EXISTING ESSENTIAL ELECTRICAL SYSTEM IS BACKED UP BY THE TEMPORARY GENERATOR AND THE EXISTING GENERATORS ARE OFF-LINE. 4. REMOVE EXISTING GENERATORS ALONG WITH ALL THEIR ASSOCIATED CONDUIT AND WIRING. MAINTAIN CONTROL WIRING WHICH FACILITATES AUTOMATIC START/STOP FROM THE EXISTING TRANSFER SWITCHES, VIA THE EXISTING PARALLELING GEAR, TO THE TEMPORARY GENERATOR. 5. FIT OUT BASEMENT NEW SWITCHGEAR ROOM (CURRENTLY GENERATOR ROOM) BY INSTALLING ALL DISTRIBUTION EQUIPMENT, TRANSFER SWITCHES, LIGHTING, FIRE ALARM, FEEDERS AND ANCILLARY CIRCUITS. 6. FIT OUT GENERATOR BUILDING BY INSTALLING GENERATORS, PARALLELING SWITCHGEAR, DISTRIBUTION EQUIPMENT, LIGHTING, FIRE ALARM, GROUNDING, FEEDERS AND ALL ANCILLARY CIRCUITS. DEPENDING ON LEAD TIMES THIS WORK CAN BE COMPLETED BEFORE, CONCURRENT OR CONSECUTIVE WITH THE STEP ABOVE. 7. INSTALL FEEDERS, CONTROL WIRING, FIRE ALARM WIRING AND ALL ANCILLARY WIRING INDICATED ON DRAWINGS BETWEEN GENERATOR BUILDING EQUIPMENT AND EQUIPMENT LOCATED IN THE HOSPITAL. 8. TEST GENERATOR SYSTEM FOR PROPER OPERATION BEFORE ADDING LOAD TO THE SYSTEM. 9. TEST DOUBLE ENDED UNIT SUBSTATION FOR PROPER OPERATION. 10. AT THIS POINT THE HOSPITAL EXISTING ESSENTIAL ELECTRICAL SYSTEM IS STILL BACKED UP BY THE TEMPORARY GENERATOR. 11. ONCE THE GENERATOR SYSTEM AND DOUBLE ENDED SUBSTATION ARE TESTED AND ACCEPTED FOR PROPER OPERATION, LOAD CAN BE ADDED TO THIS NEW SYSTEM. 12. PROVIDE FEEDER FROM NEW UNIT SUBSTATION TO EXISTING TRANSFER SWITCH SWITCHGEAR. MAKE READY FOR CONNECTION. DISCONNECT TEMPORARY GENERATOR CABLES AT THE EXISTING TRANSFER SWITCH SWITCHGEAR. TERMINATE FEEDER FROM UNIT SUBSTATION AT EXISTING TRANSFER SWITCH SWITCHGEAR. DURING THIS TIME PERIOD WHEN FEEDERS ARE DISCONNECTED AND CONNECTED, THERE IS NO GENERATOR BACK UP TO THE BUILDING. THIS DURATION MUST BE CLOSELY COORDINATED WITH CONSTRUCTION MANAGER, PHYSICAL PLANT AND BE KEPT TO A MINIMUM. 13. AT THIS POINT THE EXISTING ESSENTIAL ELECTRICAL SYSTEM IS BACKED UP BY THE NEW GENERATOR SYSTEM. 14. TEST EACH EXISTING TRANSFER SWTICH ONE AT A TIME BY SIMULATING LOSS OF UTILITY POWER. 15. TEST ALL EXISTING TRANSFER SWITCHES AT ONCE BY SIMULATING A COMPLETE POWER LOSS. 16. TESTING SHALL PROVE AUTO START/STOP FROM EACH TRANSFER SWITCH AS WELL AS TRANSFERRING IN REQUIRED TRANSFER TIME AS INDICATED IN THE TRANSFER SWITCH PRIORITY SCHEDULE. 17. ONCE TESTING HAS CONCLUDED AND ACCEPTED, ADDITIONAL LOAD CAN BE ADDED TO THE NEW GENERATOR SYSTEM. 18. REMOVE EXISTING PARALLELING GEAR. 19. ONE BY ONE PROVIDE NORMAL POWER SIDE, GENERATOR POWER SIDE AND LOAD SIDE FEEDERS TO RE-FEED THE FOLLOWING LOADS VIA THEIR RESPECTIVE NEW TRANSFER SWITCHES AND/OR DISTRIBUTION PANELS: • PANEL TDP • PANEL DBHN-1 • PANEL DBHN-2 • PANEL DBHN-S • PANEL 1HN4 • TRANSFORMER TN-1/PANEL D1LN-1 • TRANSFORMER TN-2/PANEL D1LN-2 • TRANSFORMER TN-3/PANEL DLN3 • MCC-1N • MCC-2N • MCC-3N • CHILLER 1 • CHILLER 2 • CHILLER 4 TEST EACH TRANSFER SWITCH ONE AT A TIME BEFORE ADDING MORE LOAD THE GENERATOR PLANT. 20. AFTER ALL TRANSFER SWITCHES ARE TESTED INDIVIDUALLY AND ACCEPTED, SIMULATE A BUILDING WIDE SHUTDOWN. DOCUMENT TRANSFER TIME AT EACH TRANSFER SWITCH. 21. TESTING SHALL PROVE AUTO START/STOP FROM EACH TRANSFER SWITCH AS WELL AS TRANSFERRING IN REQUIRED TRANSFER TIME AS INDICATED IN THE TRANSFER SWITCH PRIORITY SCHEDULE. TESTING SHALL ALSO PROVE PROPER RE- TRANSFER TO NORMAL POWER. 22. AT THIS POINT THE ENTIRE HOSPITAL LOAD IS BACKED UP BY THE NEW GENERATOR PLANT. FUNCTIONAL SEQUENCE OF OPERATIONS: A. THE NEW GENERATOR SYSTEMS CONTROLS INCLUSIVE OF THE GENERATORS, PARALLELING SWITCHGEAR AND TRANSFER SWITCHES (NEW AND EXISTING) SHALL AUTOMATICALLY PERFORM THE SEQUENCE OF OPERATIONS DESCRIBED BELOW AS WELL AS MEET THE REQUIREMENTS INCLUDED IN THE SPECIFICATIONS B. THE NEW UNIT SUBSTATION SHALL AUTOMATICALLY PERFORM THE SEQUENCE OF OPERATIONS DESCRIBED BELOW AS WELL AS MEET THE REQUIREMENTS INCLUDED IN THE SPECIFICATIONS C. LOAD PRIORITY ASSIGNMENTS. REFER TO TRANSFER SWITCH PRIORITY SCHEDULE 1. PRIORITY 1 LOADS a. LIFE SAFETY AND CRITICAL BRANCH b. LOADS REQUIRING RESTORATION OF POWER WITHIN 10 SECONDS c. LOADS ARE NON-SHEDABLE 2. PRIORITY 2 LOADS a. EQUIPMENT BRANCH b. LOADS REQUIRING RESTORATION OF POWER AFTER PRIORITY 1 LOADS IN THE ORDER AND TRANSFER TIME INTERVAL INCLUDED IN THE TRANSFER SWITCH PRIORITY SCHEDULE c. LOADS ARE SHEDABLE IF REQUIRED TO MAINTAIN PRIORITY 1 LOADS 3. PRIORITY 3 LOADS a. OPTIONAL STANDBY LOADS b. LOADS REQUIRING RESTORATION OF POWER AFTER PRIORITY 1 AND 2 LOADS IN THE ORDER AND TRANSFER TIME INTERVAL INCLUDED IN THE TRANSFER SWITCH PRIORITY SCHEDULE c. LOADS ARE SHEDABLE IF REQUIRED TO MAINTAIN PRIORITY 1 AND 2 LOADS D. NORMAL OPERATION WITH AUTOMATIC STANDBY MODE 1. EXISTING UNIT SUBSTATIONS NORTH, SOUTH AND #3 a. MAIN BREAKER AND FEEDER BREAKERS ARE CLOSED b. NORMAL POWER SUPPLIES ALL BUILDING LOADS VIA DISTRIBUTION EQUPMENT AND/OR TRANSFER SWITCHES 2. GENERATORS AND PARALLELING SWITCHGEAR a. GENERATOR BREAKERS IN PARALLELING GEAR ARE OPEN b. FEEDER BREAKERS IN PARALLELING GEAR ARE CLOSED c. GENERATORS ARE NOT RUNNING 3. THE GENERATOR CONTROL SYSTEM IS STANDING BY TO ACT IN RESPONSE TO A RUN REQUEST FROM ANY OR ALL OF THE TRANSFER SWITCHES 4. UNIT SUBSTATION a. BOTH MAINS ARE CLOSED b. TIE BREAKER IS OPEN E. EMERGENCY GENERATOR MODE 1. THIS MODE INCLUDES PARTIAL OR TOTAL LOSS OF UTILITY POWER 2. DEPENDING UPON WHETHER THE POWER DISTRIBUTION SYSTEM HAS EXPERIENCED A PARTIAL OR TOTAL LOSS OF UTILITY POWER WILL DETERMINE WHICH ATS LOAD TRANSFERS TO GENERATOR POWER 3. UPON LOSS OF UTILITY VOLTAGE FROM THE PREFERRED SOURCE (SOURCE 1) AT ANY AUTOMATIC TRANSFER SWITCH, THE EFFECTED AUTOMATIC TRANSFER SWITCH WILL INITIATE A RUN REQUEST TO THE SYSTEM AFTER A DELAY. 4. GENERATORS WILL START BUT SYSTEM WILL BLOCK GENERATOR BREAKERS FROM CLOSING. ALL GENERATORS WILL START UPON A START SIGNAL FROM ANY ATS 5. AFTER A DELAY THE SYSTEM WILL REMOVE THE BLOCKING SIGNAL AT THE GENERATOR BREAKERS 6. THE FIRST GENERATOR UP TO VOLTAGE AND FREQUENCY SHALL CLOSE ONTO THE PARALLELING GEAR BUS BY THE CLOSING OF ITS RESPECTIVE BREAKER WITHIN THE PARALLELING GEAR 7. PRIORITY 1 LOADS ARE POWERED IN 10 SECONDS OR LESS. TRANSFER OF POWER AT THE ATS LEVEL WILL ONLY OCCUR IF UTILITY POWER HAS NOT BEEN RESTORED TO THE ATS PREFERRED SOURCE (SOURCE 1) 8. THE REMAINING GENERATOR(S) ARE SYNCHRONIZED AND PARALLELED ON THE PARALLELING GEAR BY THE CLOSING OF ITS RESPECTIVE BREAKER 9. ONCE ALL GENERATORS ARE SYNCHRONIZED AND PARALLELED ON TO THE PARALLELING SWITCHGEAR AND PRIORITY 1 LOADS ARE POWERED, THE SYSTEM WILL COMMENCE LOAD ADD FOR PRIORITY 2 LOADS. a. TRANSFER OF POWER AT THE ATS LEVEL WILL ONLY OCCUR IF UTILITY POWER HAS NOT BEEN RESTORED TO THE ATS PREFERRED SOURCE (SOURCE 1) b. TRANSFER OF LOAD SHALL OCCUR IN THE ORDER AND TIME INTERVALS AS INDICATED ON TRANSFER SWITCH PRIORITY SCHEDULE 10. ONCE ALL PRIORITY 2 LOADS ARE POWERED, THE SYSTEM WILL COMMENCE LOAD ADD FOR PRIORITY 3 LOADS. a. TRANSFER OF POWER AT THE ATS LEVEL WILL ONLY OCCUR IF UTILITY POWER HAS NOT BEEN RESTORED TO THE ATS PREFERRED SOURCE (SOURCE 1) b. TRANSFER OF LOAD SHALL OCCUR IN THE ORDER AND TIME INTERVALS AS INDICATED ON TRANSFER SWITCH PRIORITY SCHEDULE 11. THE ENTIRE HOSPITAL LOAD IS NOW ON GENERATOR POWER 12. BUSS OPTIMIZATION WILL BE BASED ON AVAILABLE GENERATORS 13. LOAD ADD/SHED WILL BE BASED ON AVAILABLE GENERATORS 14. THE NEW UNIT SUBSTATION MAIN CIRCUIT BREAKERS SHALL REMAIN CLOSED AND THE TIE BUS OPEN. WHILE THE GENERATOR PLANT IS RUNNING, THE MTM OPERATION OF THE UNIT SUBSTATION SHALL AUTOMATICALLY OPEN THE MAIN THAT HAS LOST POWER AND CLOSE THE TIE SO THAT ALL SUBSTATION LOADS REMAIN ENERGIZED FROM THE REMAINING MAIN. DURING THE TIME THAT THE UNIT SUBSTATION IS POWERED BY THE GENERATOR PLANT, IF POWER IS RESTORED AT THE MAIN THAT LOST POWER, THE MAIN THAT LOST POWER WILL REMAIN OPEN AND THE TIE CLOSED TO PREVENT AN INTERRUPTION OF POWER TO DOWNSTREAM LOADS. MANUAL INTERVENTION WILL BE REQUIRED TO OPEN THE TIE AND CLOSE THE MAIN F. EXIT FROM EMERGENCY MODE 1. TRANSFER OF ATS LOADS BACK TO UTILITY SOURCE WILL BE INHIBITED UNTIL TRANSFER SWITCH SENSES THAT THE UTILITY SOURCE HAS RETURNED IN ACCEPTABLE TOLERANCES FOR A SET PERIOD OF TIME. AT SUCH TIME, EACH INDIVIDUAL TRANSFER SWITCH TRANSFERS LOAD FROM GENERATOR POWER TO UTILITY POWER. ALL TRANSFERS FROM GENERATOR SOURCE BACK TO UTILITY SOURCE SHALL BE CLOSED TRANSITION AT CLOSED TRANSITION TRANSFER SWITCHES; OPEN AT OPEN TRANSITION TRANSFER SWITCHES 2. IF MORE THAN ONE TRANSFER SWITCH HAS LOST UTLITY POWER CAUSING IT’S RESPECTIVE LOAD TO RUN ON GENERATOR POWER, THEY SHALL RETURN TO UTILITY POWER IN THE OPPOSITE ORDER OF THE PRIORITY SCHEDULE (PRIORITY 3 LOADS FIRST, THEN PRIORITY 2, THEN PRIORITY 1) 3. AS EACH TRANSFER SWITCH TRANSFERS TO UTILITY POWER, IT’S RESPECTIVE RUN REQUEST FROM THE GENERATORS IS REMOVED 4. WHEN THE LAST ATS HAS RETRANSFERRED TO UTILITY POWER AND ALL RUN REQUESTS HAVE BEEN REMOVED FROM THE GENERATOR SYSTEM, GENERATOR BREAKERS WITHIN THE PARALLELING GEAR SHALL OPEN 5. THE GENERATORS RUN FOR THEIR PROGRAMMED COOL DOWN PERIOD AND SHUTDOWN 6. THE SYSTEM IS NOW IN AUTOMATIC STANDBY MODE TO ACT IN RESPONSE TO A RUN REQUEST FROM THE TRANSFER SWITCHES G. TEST MODE 1. TEST MODE CAN BE INITIATED MAUALLY FROM THE CONTROL SCREEN ON THE PARALLELING GEAR OR AUTOMATICALLY FROM THE TEST MODE SCHEDULER (MANUAL OR AUTOMATIC TESTING CAN BE SELECTED TO DO EITHER TEST WITHOUT LOAD OR TEST WITH LOAD) 2. TEST WITHOUT LOAD a. THE SYSTEM IS COMMANDED TO ENTER TEST WITHOUT LOAD b. THE SYSTEM SENDS A START SIGNAL TO THE GENERATORS c. THE GENERATORS START AUTOMATICALLY AND INDEPENDANTLY d. THE GENERATOR BREAKERS WITHIN THE PARALLELING GEAR DO NOT CLOSE AND THE GENERATOR SETS DO NOT PARALLEL 3. TEST WITHOUT LOAD STOP a. THE SYSTEM TEST COMMAND IS REMOVED FROM THE SYSTEM b. THE SYSTEM REMOVES START SIGNAL FROM GENERATORS c. THE GENERATORS RUN FOR THEIR PROGRAMMED COOL DOWN PERIOD AND SHUTDOWN d. THE SYSTEM RETURNS TO AUTOMATIC STANDBY MODE TO ACT IN RESPONSE TO A RUN REQUEST FROM THE TRANSFER SWITCHES 4. TEST WITH LOAD a. THE SYSTEM IS COMMANDED TO ENTER TEST WITH LOAD b. THE SYSTEM SENDS A START SIGNAL TO THE GENERATOR SETS c. THE GENERATORS START AND THE FIRST TO COME UP TO VOLTAGE AND FREQUENCY CONNECTS TO THE PARALLELING GEAR BUS BY CLOSING ITS RESPECTIVE BREAKER d. THE REMAINING GENERATOR SYNCHRONIZES WITH THE FIRST CLOSED TO THE BUS. AFTER SYCHRONIZATION, ITS RESPECTIVE BREAKER CLOSES, PARALLELING ALL GENERATORS ON THE PARALLELING GEAR BUS e. LOADS ARE TRANSFERRED AT THE TRANSFER SWITCHES IN THE ORDER AND TIME INTERVAL INDICATED IN THE TRANSFER SWITCH PRIORITY SCHEDULE. ALL TRANSFERS FROM GENERATOR SOURCE BACK TO UTILITY SOURCE SHALL BE CLOSED TRANSITION AT CLOSED TRANSITION TRANSFER SWITCHES; OPEN AT OPEN TRANSITION TRANSFER SWITCHES 5. TEST WITH LOAD STOP a. THE SYSTEM IS COMMANDED TO STOP THE TEST b. THE SYSTEM REMOVES START SIGNAL FROM GENERATORS c. EACH ATS TRANSFERS LOAD BACK TO UTILITY POWER IN THE REVERSE ORDER OF THE PRIORITY INDICATED IN THE TRANSFER SWITCH PRIORITY SCHEDULE (PRIORITY 3 LOADS FIRST, THEN PRIORITY 2, THEN PRIORITY 1). ALL TRANSFERS FROM GENERATOR SOURCE BACK TO UTILITY SOURCE SHALL BE CLOSED TRANSITION AT CLOSED TRANSITION TRANSFER SWITCHES; OPEN AT OPEN TRANSITION TRANSFER SWITCHES d. ONCE ALL TRANSFER SWITCHES ARE SUPPLYING LOAD FROM THE UTILITY SOURCE, GENERATOR BREAKERS WITHIN THE PARALLELING GEAR ARE OPENED e. THE GENERATORS RUN FOR THEIR PROGRAMMED COOL DOWN PERIOD AND SHUTDOWN f. THE SYSTEM RETURNS TO AUTOMATIC STANDBY MODE TO ACT IN RESPONSE TO A RUN REQUEST FROM THE TRANSFER SWITCHES g. THE SYSTEM DOCUMENTS THE TESTING DATA FOR RETRIEVAL BY OWNER TRANSFER SWITCH PRIORITY SCHEDULE DESIGNATION ESSENTIAL ELECTRICAL SYSTEM BRANCH PRIORITY TRANSFER TIME FROM LOSS OF NORMAL POWER LIFE SAFETY BRANCH ATS LIFE SAFETY 1A 10 SECONDS OR LESS SW-LS-ATS LIFE SAFETY 1B 10 SECONDS OR LESS CRITICAL BRANCH ATS CRITICAL BRANCH 1C 10 SECONDS OR LESS SW-CR-ATS CRITICAL BRANCH 1D 10 SECONDS OR LESS RADIOLOGY CRITICAL BRANCH 1E 10 SECONDS OR LESS SW-ELEV ATS EQUIPMENT BRANCH 2A 15 SECONDS EQUIPMENT BRANCH 1 EQUIPMENT BRANCH 2B 20 SECONDS EQUIPMENT BRANCH 2 EQUIPMENT BRANCH 2C 25 SECONDS SW-EQ-ATS EQUIPMENT BRANCH 2D 30 SECONDS ATS-MCC EQUIPMENT BRANCH 2E 35 SECONDS ATS-CHILLER 3 EQUIPMENT BRANCH 2F 40 SECONDS ATS-CH-1 STANDBY 3A 50 SECONDS ATS-CH-2 STANDBY 3B 60 SECONDS ATS-CH-4 STANDBY 3C 70 SECONDS ATS-KITCHEN STANDBY 3D 75 SECONDS SW-OPT-ATS STANDBY 3E 80 SECONDS ATS-SB-1 STANDBY 3F 85 SECONDS ATS-SB-2 STANDBY 3G 90 SECONDS PHASE EXISTING NEW EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NEW NEW NEW NEW NEW TRANSITION OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED EXISTING OPEN EXISTING OPEN EXISTING OPEN Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 2 : 1 7 P M E-003 PHASING PLAN, SEQUENCE OF OPERATIONS AND ATS PRIORITY SCHEDULE EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 No. Description Date dwor ARCHITECTURAL IPD BUFFALO ROCHESTER SYRACUSE UTICA IPDENGINEERING.COM EE=819.2 EE=809.9 EE=809.9 TW=818.1± NO PIPES VISIBLE ASPHALT CONC. CONC. WALL CONC. CONCRETE AREAWAY AREAWAY CONCRETE ASPHALT CONCRETE GRANITE STEEL BLDG STONE MULCH BIKE RACK CHILLED WATER SUPPLY &RETURN GENERATOR FUEL LINES MEDICAL BUILDING 1-1/4" S&R STEAM S&R 24" CONCRETE 15" EE DN 118 WATER SERVICE 119 SWITCHGEAR 120 GENERATOR ROOM FFE=807.50 807.35 807.50 807.25 809.41 809.54 807.35 807.35 809.33 807.40 805.20 807.50 807.40 809.20 803.21 805.20 804.00 805.50 805.50 807.50 807.50 807.35 807.35 803.80 807.00 807.20 807.35 806.00 803.80 3.4% 1.0 % 0.4% 1.7% 1.9 % 1.6% 0.8% 1.7% 1.7% 9.1% 11.3% 0.0 % 6.5% 6.8% 0.3% 0.9% 38.6% 799 798 808 807 806 808 806 801 802 804 803 807 807 806 807 809 805 805 800 805 M 2 ES100 3 ES100 SEE DRAWING E-100 FOR CONTINUATION OF DUCT BANK INTO PARALLELING GEAR. SEE DRAWING E-102 FOR CONTINUATION OF CONDUITS INTO AREAWAY. TO GBMGB 1 2 EXISTING LIGHT POLE TO REMAIN EXISTING LIGHT POLE TO REMAIN 3TEMPORARY GENERATOR LOCATION TBD (E) (E) SEE DRAWING E-102 FOR CONTINUATION OF CONDUITS INTO AREAWAY. 4 ES100 5 ES100 6 ES100 SEE DRAWING E-100 FOR CONTINUATION OF DUCT BANK INTO PARALLELING GEAR. 4 3' - 9" 3' - 9" 5 REFER TO CONTINUATION OF TEMPORARY POWER FEEDERS AND AUTOSTART CIRCUIT ON E-102 GENERAL NOTES: A. ALL EXCAVATION AND BACKFILL FOR UNDERGROUND ELECTRICAL INSTALLATIONS SHALL BE PROVIDED BY E.C. COORDINATE INSTALLATION AND ROUTING OF EQUIPMENT WITH CONSTRUCTION MANAGER AND OTHER TRADES. B. FINAL GRADING AND PAVING SHALL BE PROVIDED BY SITE CONTRACTOR. C. UNDERGROUND UTILITY LOCATIONS ARE NOT GUARANTEED, NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES WHETHER FUNCTIONAL OR ABANDONED WITH THE PROJECT AREA ARE SHOWN ON THE DRAWING. THE ELECTRICAL CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES BEFORE STARTING THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM THEIR WORK. ELECTRICAL CONTRACTOR SHALL NOTIFY DIG SAFELY N.Y. (FORMERLY UFPO) 1-800-962-7962 IN ACCORDANCE WITH NYCRR PART 753. D. REFER TO CIVIL DRAWINGS FOR LOCATIONS OF ADDITIONAL UNDERGROUND UTILITIES. E. COORDINATE ALL WORK WITH OWNER PRIOR TO ANY EXCAVATION, REMOVALS AND INSTALLATIONS. F. HAND EXCAVATE WHERE CROSSING EXISTING UNDERGROUND FEEDERS AND UTILITIES. G. CONDUIT ROUTING IS DIAGRAMMATIC. FIELD COORDINATE EXACT ROUTING. H. ALL DUCT BANKS SHALL BE CONCRETE ENCASED. REFER TO DETAIL 1 ON E-500. I. REFER TO LIGHTNING PROTECTION SYSTEM SPECIFICATION FOR ALL WORK REQUIRED FOR LIGHTNING PROTECTION SYSTEM. DRAWING KEYNOTES: 1. PROVIDE GROUND GRID AND CONNECT TO GBMGB WITH #4/0 GROUND CONDUCTOR. REFER TO GROUNDING RISER DIAGRAM ON DRAWING E-500 FOR ADDITIONAL INFORMATION. 2. ROUTE CONDUITS TO THIS LOCATION FOR FUTURE EXTENSION. CAP CONDUITS. DOCUMENT EXACT LOCATION ON RECORD DRAWINGS. 3. REFER TO E-601 FOR ADDITIONAL INFORMATION RELATED TO TEMPORARY GENERATOR. 4. COORDINATE LOCATION OF SAWCUT FOR DUCT BANK AT RAMP LOCATION. SAWCUT AND RAMP RESTORATION PROVIDED BY SITE CONTRACTOR. 5. FOR TEMPORARY POWER FEEDERS FROM THE TEMPORARY GENERATOR TO THE EMERGENCY TRANSFER SWITCHGEAR AS SHOWN ON DRAWINGE-601; LAY CABLES ON GROUND. PROVIDE TEMPORARY PLASTIC FENCING OR BARRICADES ON EACH SIDE OF CONDUITS. FOR AUTOSTART CIRCUIT FROM GENERATOR TO EXISTING PARALLELING GEAR; PROVIDE CIRCUIT IN SCHEDULE 80 PVC CONDUIT. # CONDUITS AS FOLLOWS: 1. 1-4"C SPARE FROM PARALLELING GEAR DISTRIBUTION SECTION 1 TO SITE. 2. 1-4"C SPARE FROM PARALLELING GEAR DISTRIBUTION SECTION 2 TO SITE. 3. 1-4"C SPARE FROM PARALLELING GEAR DISTRIBUTION SECTION 3 TO SITE. 4. 1-4"C SPARE FROM PARALLELING GEAR DISTRIBUTION SECTION 4 TO SITE. 5. 1-4"C SPARE FROM PARALLELING GEAR MASTER CONTROL TO SITE. 2 3 2' - 9" 1' - 6 " 1 3 4 4 5 5 TYPICAL FOR ALL DUCT BANK SECTIONS: DIMENSIONS SHOWN ARE APPROXIMATE AND ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. CONDUITS AS FOLLOWS: FDG. 1-4"C WITH FEEDER FCG FROM GPSG DISTRIBUTION SECTION 1 TO USS-EES LBS-1. FEG. 1-4"C WITH FEEDER FDG FROM GPSG DISTRIBUTION SECTION 2 TO USS-EES LBS-2. F12L. 1-1"C FEEDER FROM PANEL 'DBHL-1' IN HOSPITAL TO PANEL 'GB-LS-H' IN THE GENERATOR BUILDING. F13L. 1-3"C FEEDER FROM PANEL 'DBHE-1' IN HOSPITAL TO PANEL 'GB-EQ-H' IN THE GENERATOR BUILDING. F14L. 1-1"C FEEDER FROM PANEL 'DBHN-S' IN HOSPITAL TO PANEL 'GB-N-H' IN THE GENERATOR BUILDING. 1. 1-4"C SPARE FROM GPSG DISTRIBUTION SECTION 1 TO USS-EES LBS-1. 2. 1-4"C SPARE FROM GPSG DISTRIBUTION SECTION 2 TO USS-EES LBS-2. SB. 1-4"C FOR CONTROL WIRING BETWEEN MASTER CONTROL CABINET AND TRANSFER SWITCHES. SA. 1-1.5"C FIRE ALARM WIRING BETWEEN HOSPITAL FIRE ALARM SYSTEM AND REMOTE FIRE ALARM PANEL IN GENERATOR BUILDING. 5. 1-4"C SPARE BETWEEN GENERATOR BUILDING AND SWITCHGEAR ROOM. SC. 1-2"C REMOTE ANNUNCIATOR WIRING FROM GENERATOR TO REMOTE ANNUNCIATOR LOCATED AT RECEPTION ROOM 2508 IN THE HOSPITAL. 7. 1-2"C GROUND CONDUCTOR BETWEEN GROUND BAR GBMGB IN GENERATOR BUILDING AND GROUND BAR HBMGB IN SWITCHGEAR ROOM. 8. 1-2.5"C SPARE BETWEEN GENERATOR BUILDING AND SWITCHGEAR ROOM. 9. 1-2.5"C SPARE BETWEEN GENERATOR BUILDING AND SWITCHGEAR ROOM. 10. 1-1.5"C EMPTY WITH PULLSTRING FOR ACCESS CONTROL WIRING. 11. 1-1.5"C EMPTY WITH PULLSTRING FOR CAMERA WIRING. 12. 1-2"C EMPTY WITH PULLSTRING FOR DATA WIRING. 13. 1-1"C EMPTY WITH PULLSTRING FOR BMS CONTROL WIRING. 5 8 9 10 11 12 F12L F14L SA SC FDG FEG 1 2 2' - 1 3 / 1 6 " 3' - 8 11/16" 7 13 F13LSB CONDUITS AS FOLLOWS: F12L. 1-1"C FEEDER FROM PANEL 'DBHL-1' IN HOSPITAL TO PANEL 'GB-LS-H' IN THE GENERATOR BUILDING. F13L. 1-3"C FEEDER FROM PANEL 'DBHE-1' IN HOSPITAL TO PANEL 'GB-EQ-H' IN THE GENERATOR BUILDING. F14L. 1-1"C FEEDER FROM PANEL 'DBHN-S' IN HOSPITAL TO PANEL 'GB-N-H' IN THE GENERATOR BUILDING. SA. 1-1.5"C FIRE ALARM WIRING BETWEEN HOSPITAL FIRE ALARM SYSTEM AND REMOTE FIRE ALARM PANEL IN GENERATOR BUILDING. SC. 1-2"C REMOTE ANNUNCIATOR WIRING FROM GENERATOR TO REMOTE ANNUNCIATOR LOCATED AT RECEPTION ROOM 2508 IN THE HOSPITAL. F6N. 2-3"C FOR FEEDER FROM ATS-MCC TO SWGR#3. F6LC. 1-2"C FOR FEEDER FROM DP-ATS-MCC TO MCC-3N. F2G. 6-4"C FOR FEEDER FROM UNIT SUBSTATION TO EXISTING TRANSFER SWITCH GEAR. F12L F14L SA SC 2' - 1 3 / 8 " 3' - 2 1/16" F2G F2G F2G F2GF2GF2G F6N F6N F6LC F13L CONDUITS AS FOLLOWS: F12L. 1-1"C FEEDER FROM PANEL 'DBHL-1' IN HOSPITAL TO PANEL 'GB-LS-H' IN THE GENERATOR BUILDING. F13L. 1-3"C FEEDER FROM PANEL 'DBHE-1' IN HOSPITAL TO PANEL 'GB-EQ-H' IN THE GENERATOR BUILDING. F14L. 1-1"C FEEDER FROM PANEL 'DBHN-S' IN HOSPITAL TO PANEL 'GB-N-H' IN THE GENERATOR BUILDING. SB. 1-4"C FOR CONTROL WIRING BETWEEN MASTER CONTROL CABINET AND TRANSFER SWITCHES. SA. 1-1.5"C FIRE ALARM WIRING BETWEEN HOSPITAL FIRE ALARM SYSTEM AND REMOTE FIRE ALARM PANEL IN GENERATOR BUILDING. SC. 1-2"C REMOTE ANNUNCIATOR WIRING FROM GENERATOR TO REMOTE ANNUNCIATOR LOCATED AT RECEPTION ROOM 2508 IN THE HOSPITAL. F12L F14L SA SC 1' - 9 " 1' - 5" F13LSB CONDUITS AS FOLLOWS: F12L. 1-1"C FEEDER FROM PANEL 'DBHL-1' IN HOSPITAL TO PANEL 'GB-LS-H' IN THE GENERATOR BUILDING. F13L. 1-3"C FEEDER FROM PANEL 'DBHE-1' IN HOSPITAL TO PANEL 'GB-EQ-H' IN THE GENERATOR BUILDING. F14L. 1-1"C FEEDER FROM PANEL 'DBHN-S' IN HOSPITAL TO PANEL 'GB-N-H' IN THE GENERATOR BUILDING. SB. 1-4"C FOR CONTROL WIRING BETWEEN MASTER CONTROL CABINET AND TRANSFER SWITCHES. SA. 1-1.5"C FIRE ALARM WIRING BETWEEN HOSPITAL FIRE ALARM SYSTEM AND REMOTE FIRE ALARM PANEL IN GENERATOR BUILDING. SC. 1-2"C REMOTE ANNUNCIATOR WIRING FROM GENERATOR TO REMOTE ANNUNCIATOR LOCATED AT RECEPTION ROOM 2508 IN THE HOSPITAL. F6N. 2-3"C FOR FEEDER FROM ATS-MCC TO SWGR#3. F6LC. 1-2"C FOR FEEDER FROM DP-ATS-MCC TO MCC-3N. F2G. 6-4"C FOR FEEDER FROM UNIT SUBSTATION TO EXISTING TRANSFER SWITCH GEAR. F8LD. 1-2"C FOR FEEDER FROM DP-ATS-SB-2 TO 1HN4. F7LC. 1-2.5"C FOR FEEDER FROM DP-ATS-SB-1 TO TN-3. F8LB. 1-3.5"C FOR FEEDER FROM DP-ATS-SB-2 TO DBHN-2. F8LA. 1-3.5"C FOR FEEDER FROM DP-ATS-SB-2 TO DBHN-1. F7LA. 1-3"C FOR FEEDER FROM ATS-SB-1 TO TN-1. F5N. 2-3.5"C FOR FEEDER FROM ATS-CH-4 TO SWGR#3. F7N. 2-3.5"C FOR FEEDER FROM ATS-SB-1 TO SWGR#3. F8N. 2-3.5"C FOR FEEDER FROM ATS-SB-2 TO NORTH SWGR. F3N. 2-3"C FOR FEEDER FROM ATS-CH-1 TO SOUTH SWGR. F4N. 2-3"C FOR FEEDER FROM ATS-CH-2 TO SOUTH SWGR. F8LC. 1-3.5"C FOR FEEDER FROM DP-ATS-SB-2 TO DBHN-S. F7LB. 1-3"C FOR FEEDER FROM DP-ATS-SB-1 TO TN-2 F7LD. 2-3"C FOR FEEDER FROM DP-ATS-SB-1 TO TDP. F12L F13L F14L SB SA SC 4' - 0 " 4' - 0" F2G F2G F2G F2GF2GF2G F8LAF7N F8LB F8N F8LC F3N F4N F7N F8N F3N F4N F7LC F7LD F7LD F7LA F7LB F8LD F6N F6N F6LC F5N F5N Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 2 : 2 4 P M ES-100 ELECTRICAL SITE PLAN EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 1" = 10'-0"1 ELECTRICAL SITE PLAN NTS2DUCT BANK SECTION #2 NTS3DUCT BANK SECTION #3 NTS5DUCT BANK SECTION #5 NTS4DUCT BANK SECTION #4 NTS6DUCT BANK SECTION #6 No. Description Date F F DRAWING KEYNOTES: 1. REMOVE GENERATOR AND ALL ASSOCIATED CONDUIT AND WIRING. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION. REMOVE DAMPER POWER CIRCUITS, ANCILLARY CIRCUITS AND CONTROL CIRCUITS BACK TO SOURCE. TRACE AND FIELD VERIFY SOURCE. REMOVE GENERATOR FROM BUILDING AND TURN OVER TO OWNER AT LOCATION AT SITE DIRECTED BY OWNER. DRAIN FUEL FROM GENERATOR AND LEGALLY DISPOSE. 2. REMOVE PARALLELING GEAR AND ALL ASSOCIATED CONDUIT AND WIRING. REFER TO ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION. REMOVE ANCILLARY CIRCUITS AND CONTROL CIRCUITS BACK TO SOURCE. TRACE AND FIELD VERIFY SOURCE. REFER TO KEYED NOTE 32 ON DRAWING E-102 FOR ADDITIONAL INFORMATION. 3. REMOVE EXISTING CONTROL WIRING AND ASSOCIATED CONDUIT FROM TRANSFER SWITCH TO EXISTING PARALLELING GEAR AND EXISTING GENERATORS. 4. DISCONNECT BRANCH CIRCUIT FEEDING DAY TANK. REMOVE BACK TO SOURCE. TRACE AND FIELD VERIFY SOURCE. DAY TANK REMOVED BY OTHER DIVISION CONTRACTOR. 5. REMOVE BATTERY CHARGER AND ALL ASSOCIATED CONDUIT AND WIRING BACK TO SOURCE. TRACE AND FIELD VERIFY SOURCE. 6. TYPICAL - REMOVE 4' FIXTURE. REMOVE CIRCUITRY BACK TO SOURCE. TRACE AND FIELD VERIFY SOURCE. 7. RELOCATE DISTRIBUTION EQUIPMENT TO WHERE INDICATED ON E-102. EXTEND/RE-ROUTE ASSOCIATED FEEDERS AND BRANCH CIRCUITS TO RELOCATED DISTRIBUTION EQUIPMENT. 8. DISCONNECT MECHANICAL EQUIPMENT TO FACILITATE REMOVAL BY OTHER TRADES. REMOVE CIRCUITRY BACK TO SOURCE. TRACE AND FIELD VERIFY SOURCE. MARK ASSOCIATED BREAKER AS SPARE. 9. REMOVE EXISTING SURFACE WIREMOLD. REMOVE ASSOCIATED CIRCUITRY BACK TO SOURCE. TRACE AND FIELD VERIFY SOURCE. 10. EXISTING UNDER SLAB CONDUITS STUB UP AT THIS LOCATION. THERE ARE (4) 4" CONDUITS AND (1) 3" CONDUIT. CUT AND CAP CONDUITS BELOW FLOOR AND INFILL. 11. EXISTING (3) 3/4" CONDUITS GOING THROUGH DEMOLISHED WALL NEED TO BE RE-SUPPORTED. RE-ROUTE/EXTEND CIRCUITRY TO ACCOMMODATE WALL REMOVAL. 12. REMOVE INDICATOR LAMPS IN INCOMING SECTION AND ASSOCIATED WIRING. PROVIDE BLANKS ON LAMPS AND REMOVE ALL LABELLING. 13. DISCONNECT MECHANICAL EQUIPMENT TO FACILITATE RELOCATION BY OTHERS. RE-REOUTE/REWORK CIRCUITRY TO NEW LOCATION. REFER TO E-102 FOR NEW LOCATION. 14. EXISTING EMPTY UNDER SLAB 2.5" CONDUIT STUBS UP AT THIS LOCATION BETWEEN DISCONNECTS. CUT AND CAP CONDUIT BELOW FLOOR AND INFILL. 15. REMOVE EXISTING GENERATOR EXHAUST DAMPER POWER JUNCTION BOX AND ASSOCIATED CIRCUITRY. TRACE AND FIELD VERIFY SOURCE. 16. DISCONNECT DAMPER CONTROL PANEL TO BE REMOVED BY OTHERS. REMOVE ASSOCIATED CIRCUITRY BACK TO SOURCE. TRACE AND FIELD VERIFY SOURCE. 17. REMOVE EXISTING EMPTY (3) 5" PVC CONDUITS MOUNTED HORIZONTALLY ALONG WALL THAT PENETRATE EXTERIOR WALL. SEAL PENETRATIONS WATERTIGHT. # (ER) (ER) BLN-5 GENERATOR #2 (ER) (E) TC-5 CBC5 DS - C - 5 DS - N - 5 TN-5 DBLN-5 (E R ) (E R ) (ER) (ER) TANK MONITORING PANEL VEEDER ROOT PANEL GENERATOR #1 GENERATOR #3 M EMERGENCY PARALLELING SWITCHGEAR F 111 2 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 F 6 555 7 7 7 7 7 7 7 8 8 8 BLL-5 MCC-2N (E) XFMR MAINTIE DI S T R I B U T I O N DI S T R I B U T I O N DI S T R I B U T I O N SW-ELEV-ATS(E) SW-OPT-ATS(E) SW-EQ-ATS(E)SW-CR-ATS(E) SW-LS-ATS(E) BHN-1(E) DBHN-1(E) DBHN-2(E) DBHN-S(E) TC-4(E) ATS-CH3(E)DBH-LS(E) SUB STATION ALARM PANEL(E) BLN-1(E)CBN-1(E) TN-1(E) DBHC-1R(E) DBHC-1L(E) DBHE-1(E) DBHL-1(E) TE-1E(E) CB-1E(E) TL-1(E) TC-1(E) BLL-1(E) DBHX-1(E) TDP(E) DI S T R I B U T I O N DI S T R I B U T I O N DI S T R I B U T I O N DI S T R I B U T I O N XFMR MAINTIE MAIN XFMR DI S T R I B U T I O N DI S T R I B U T I O N TO SWGR#3 UNIT SUB(E) TO NORTH UNIT SUB(E) INCOMING 12.47KV SERVICE N-1(E) BUS TIE(E) INCOMING 12.47KV SERVICE S-1(E) TO SOUTH UNIT SUB(E) LIFE SAFETY(E) INCOMING SECTION(E) CRITICAL BRANCH(E) KITCHEN(E) EQ BRANCH #1(E) EQ BRANCH #2(E) RAD(E) BLE-2 3 3 3 3 3 3 3 3 3 3 3 3 (E) 9 (E) (E) (E)(E)(E)(E) (E)(E)(E)(E) (E)(E)(E)(E) (E)(E)(E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 10 11 (E) (E) 12 M 13 UH-2 UH-1 (E) (E) (E) 14 6 6 6 6 6 6 6 6 "POWERS" AAD CONTROL PANEL (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 15 16 17 M 8 F-5 M 8 F-7 Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 2 : 3 3 P M ED-102 PARTIAL BASEMENT PLAN - ELECTRICAL REMOVALS EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 1/4" = 1'-0"2 PARTIAL FIRST FLOOR DEMOLITION PLAN - ELECTRICAL No. Description Date F F F F FF CO CO CO S F F CO CO CO F CO CO CO FA C P M M M M M M M M M M M M S TS PS FS F MM DC DC DC DS CR DC DC M H A B C 1 3 2 D E GEN 1 GEN 2 GEN 3 (FUTURE) DAY TANK 1 DAY TANK 2 DAY TANK 3 (FUTURE) FIRE SERVICE 118 SWITCHGEAR 119 GENERATOR ROOM 120 WP GFI WP GFI WP GFI WP GFI 13 13 13 13 12 95 41 7 GB - L S - H GB-LS-L GB - N - H GB - E Q - L 52 10 GENERATOR PARALLELING GEAR DC BRANCH PANELBOARD BATTERY RACK 3 3 7 7 EUH-2 EUH-3 EUH-1 DS-1 E E E 7 7 EUH-5 EWH-7 EUH-6 14 DTRP-1 DTRP-2 ATPS-1&2 FFC-1 1 T-GB-EQ-L GEN 1 MASTER CONTROL CABINET GEN 2 GEN 3 DISTRIBUTION SECTION DISTRIBUTION SECTION DISTRIBUTION SECTION DISTRIBUTION SECTION 95 4 DUPLEX FUEL FILTER BATTERY RACK DS-2 GB - E Q - H GB - N - L 7 DUPLEX FUEL FILTER BATTERY RACK T-GB-N-LGBMGB 11 FBG FCG TO GROUND GRID 8 REFER TO ES-100 FOR CONTINUATION OF DUCT BANK REFER TO ES-100 FOR CONTINUATION OF DUCT BANK 1515 GENERATOR FEEDER CONNECTION BOX GENERATOR FEEDER CONNECTION BOX 16 BATTERY RACK 3 7 BATTERY CHARGER 7 BATTERY CHARGER BATTERY SELECTOR 3 3 3 17 17 718 6 6 7 5 1 GENERATOR CONTROL PANEL GENERATOR CONTROL PANEL REFER TO ES-100 FOR CONTINUATION OF DUCT BANK REFER TO ES-100 FOR CONTINUATION OF DUCT BANK 19 24 20 25 21 23 22 26 27 29 28 30 31 3233 34 35 4 6 3,5,7 1 8 9 2 2 2 1 12 1 1 3 32 3 2 3 DS-GENHTR-2 DS-GENHTR-1 DS-GENHTR-1 DS-GENHTR-2 8,10,12 2,4,6 14,16,18 14 13,15,17 19,21,23 25,27,29 31,33,35 36 37 15 15 T-GB-LS-L T-GENHTR-1 T-GENHTR-2 DSCU-2DSCU-1 10,12 11,13 16 16 38 38 15 39 40 5 41 42 4141 42 42 42 43 42 42 44 45 EUH-4 7,9,11 17 WP 9' - 7 15/32" 9' - 5 9/32" DRAWING KEYNOTES: 1. GENERATORS FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. GENERATOR SHALL BE SHIPPED TO SITE BY VENDOR. E.C. SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL GENERATORS COMPLETE. 2. PARALLELING SWITCHGEAR FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. SWITCHGEAR SHALL BE SHIPPED TO SITE BY VENDOR. E.C. SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL COMPLETE. 3. PARALLELING GEAR DC CONTROL POWER SYSTEM, BATTERIES AND DC BRANCH PANELBOARD FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. EQUIPMENT SHALL BE SHIPPED TO SITE BY VENDOR.E.C. SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL DC SYSTEM AND ALL ASSOCIATED WIRING PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 4. REFER TO GENERATOR ANCILLARY CIRCUIT DIAGRAM ON DRAWING E500 FOR ADDITIONAL WORK RELATED TO GENERATORS. 5. REFER TO DRAWING E-604 FOR CONTROL SYSTEM WORK REQUIRED TO INTEGRATE GENERATORS, PARALLELING GEAR AND NEW AND EXISTING TRANSFER SWITCHES. 6. PROVIDE CIRCUIT FROM 20A-1P CIRCUIT BREAKER IN PANEL GB-EQ-L USING 2#12, 1#12G IN 1/2"C TO GENERATOR BATTERY CHARGER, CIRCUIT NUMBER AS SHOWN. GENERATOR BATTERY CHARGERS SHALL BE FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. E.C. SHALL INSTALL BATTERY RACK, BATTERIES, BATTERY CHARGER AND CHARGING WIRING COMPLETE PER MANUFACTURER'S RECOMMENDATIONS. 7. PROVIDE CONCRETE HOUSEKEEPING PAD FOR EQUIPMENT NOTED. 8. PROVIDE GROUND GRID AND CONNECT TO GBMGB WITH #4/0 GROUND CONDUCTOR. REFER TO GROUNDING RISER DIAGRAM ON DRAWING E-500 FOR ADDITIONAL INFORMATION. 9. PROVIDE #4/0 GROUND CONDUCTOR FROM GENERATOR GROUND BUS TO GBMGB. REFER TO GROUNDING RISER DIAGRAM ON DRAWING E-500 FOR ADDITIONAL INFORMATION. 10. PROVIDE (2) #4/0 GROUND CONDUCTOR FROM PARALLELING GEAR GPSG TO GBMGB. REFER TO GROUNDING RISER DIAGRAM ON DRAWING E-500 FOR ADDITIONAL INFORMATION. 11. PROVIDE GROUND CONNECTION BETWEEN GBMGB TO STRUCTURAL STEEL, REINFORCING REBAR IN FLOOR SLAB AND WATER SERVICE. REFER TO RISER DIAGRAM ON DRAWING E-500 FOR ADDITIONAL INFORMATION. 12. PROVIDE REMOTE FIRE ALARM PANEL. PANEL SHALL BE EXTENSION OF HOSPITAL BUILDING FIRE ALARM SYSTEM. EXISTING ALARM SYSTEM IS AN EDWARDS EST SERIES. EXPAND EXISTING FIRE ALARM SYSTEM TO ACCOMMODATE REMOTE PANEL FUNCTIONS AND DEVICES IN GENERATOR BUILDING. PROVIDE PROGRAMMING COMPLETED BY AUTHORIZED FIRE ALARM SYSTEM VENDOR AS PART OF CONTRACT. PROVIDE DEDICATED CIRCUIT FROM 20A-1P CIRCUIT BREAKER IN PANEL GB-LS-L USING 2#12 & 1#12G IN 1/2"C, CIRCUIT NUMBER AS INDICATED. REFER TO E-501 FOR FURTHER REQUIREMENTS. 13. PROVIDE GFI TYPE RECEPTACLE WITH WEATHERPROOF COVERS. CIRCUIT TO 20A-1P CIRCUIT BREAKER IN PANEL GB-N-L. 14. PROVIDE CIRCUIT FROM 20A-1P CIRCUIT BREAKER IN PANEL GB-EQ-L USING 2#12, 1#12G IN 1/2"C TO POWER AUTOMATIC FUEL OIL TRANSFER SET CONTROLS TRANSFORMER. 15. PROVIDE 240V, 1-PHASE FEEDER PER GENERATOR ANCILLARY WIRING DIAGRAM TO GENERATOR HEATER BOX. REFER TO E-500 FOR GENERATOR ANCILLARY WIRING DIAGRAM. 16. PROVIDE CIRCUIT FROM 20A-1P CIRCUIT BREAKER IN PANEL GB-EQ-L USING 2#12, 1#12G IN 1/2"C TO POWER MASTER CONTROL CABINET. CIRCUIT NUMBER AS SHOWN. 17. PROVIDE CIRCUIT FROM 15A-3P CIRCUIT BREAKER IN PANEL GB-EQ-H USING 3#12, 1#12G IN 1/2"C TO PARALLELING GEAR BATTERY CHARGER. CIRCUIT NUMBER AS SHOWN. 18. PROVIDE 15KVA 480V PRIMARY TO 120/240V SECONDARY TRANSFORMER FOR GENERATOR HEATER BOX. PROVIDE LOCKABLE 60A DISCONNECT WITH 50A FUSES ON THE SECONDARY OF THE TRANSFORMER. PROVIDE 2#10 & 1#10G IN 1/2"C FROM 30A-2P CIRCUIT BREAKER IN PANEL GB-EQ-H. PROVIDE 2#8 & 1#10G IN 3/4"C FROM TRANSFORMER SECONDARY TO ASSOCIATED DISCONNECT SWITCH AND FROM DISCONNECT SWITCH TO ASSOCIATED GENERATOR HEATER BOX. 19. PROVIDE FEEDER FDG. 1-4"C WITH FEEDER FDG FROM GPSG DISTRIBUTION SECTION 1 TO USS-EES LBS-1. 20. PROVIDE FEEDER FEG. 1-4"C WITH FEEDER FEG FROM GPSG DISTRIBUTION SECTION 2 TO USS-EES LBS-2. 21. PROVIDE FEEDER F12L. 1-1"C WITH FEEDER FROM PANEL 'DBHL-1' IN HOSPITAL TO PANEL 'GB-LS-H' IN THE GENERATOR BUILDING. 22. PROVIDE FEEDER F13L. 1-3"C WITH FEEDER FROM PANEL 'DBHE-1' IN HOSPITAL TO PANEL 'GB-EQ-H' IN THE GENERATOR BUILDING. 23. PROVIDE FEEDER F14L. 1-1"C WITH FEEDER FROM PANEL 'DBHN-S' IN HOSPITAL TO PANEL 'GB-N-H' IN THE GENERATOR BUILDING. 24. 1-4"C SPARE FROM GPSG DISTRIBUTION SECTION 1 TO USS-EES LBS-1. 25. 1-4"C SPARE FROM GPSG DISTRIBUTION SECTION 2 TO USS-EES LBS-2. 26. 1-4"C (SB) FOR CONTROL WIRING BETWEEN MASTER CONTROL CABINET AND TRANSFER SWITCHES. 27. 1-1.5"C (SA) FIRE ALARM WIRING BETWEEN HOSPITAL FIRE ALARM SYSTEM AND REMOTE FIRE ALARM PANEL IN GENERATOR BUILDING. 28. 1-4"C SPARE BETWEEN GENERATOR BUILDING AND SWITCHGEAR ROOM. STUB SPARE CONDUIT UP THROUGH FLOOR, 6"AFF AND CAP. 29. 1-2"C (SC) REMOTE ANNUNCIATOR WIRING FROM GENERATOR TO REMOTE ANNUNCIATOR LOCATED AT RECEPTION ROOM 2508 IN THE HOSPITAL. 30. 1-2"C GROUND CONDUCTOR BETWEEN GROUND BAR GBMGB IN GENERATOR BUILDING AND GROUND BAR HBMGB IN SWITCHGEAR ROOM. 31. 1-2.5"C SPARE BETWEEN GENERATOR BUILDING AND SWITCHGEAR ROOM. STUB SPARE CONDUIT UP THROUGH FLOOR, 6"AFF AND CAP. 32. 1-2.5"C SPARE BETWEEN GENERATOR BUILDING AND SWITCHGEAR ROOM. STUB SPARE CONDUIT UP THROUGH FLOOR, 6"AFF AND CAP. 33. 1-1.5"C EMPTY WITH PULLSTRING FOR ACCESS CONTROL WIRING. EXTEND CONDUITS UNDERSLAB AND STUB UP AT DATA/SECURITY BACKBOARD. 34. 1-1.5"C EMPTY WITH PULLSTRING FOR CAMERA WIRING. EXTEND CONDUITS UNDERSLAB AND STUB UP AT DATA/SECURITY BACKBOARD. 35. 1-2"C EMPTY WITH PULLSTRING FOR DATA WIRING. EXTEND CONDUITS UNDERSLAB AND STUB UP AT DATA/SECURITY BACKBOARD. 36. PROVIDE CIRCUIT FROM 20A-1P CIRCUIT BREAKER IN PANEL GB-EQ-L USING 2#12, 1#12G IN 1/2"C TO POWER FUEL SYSTEM OVER FILL ALARM. CIRCUIT NUMBER AS SHOWN. PROVIDE CONDUIT FOR INTERCONNECTING WIRING BY OTHERS TANK GAUGE. COORDINATE ALL CONNECTION REQUIREMENTS WITH MANUFACTURER'S REQUIREMENTS. 37. PROVIDE CIRCUIT FROM 20A-1P CIRCUIT BREAKER IN PANEL GB-EQ-L USING 2#12, 1#12G IN 1/2"C TO POWER TANK GAUGE. CIRCUIT NUMBER AS SHOWN. PROVIDE CONDUIT FOR INTERCONNECTING WIRING BY OTHERS TO FUEL SYSTEM OVER FILL ALARM AND LEAK DETECTORS. COORDINATE ALL CONNECTION REQUIREMENTS WITH MANUFACTURER'S REQUIREMENTS. 38. PROVIDE CIRCUIT FROM 20A-1P CIRCUIT BREAKER IN PANEL GB-EQ-L USING 2#12, 1#12G IN 1/2"C TO POWER DAY TANK CONTROL PANEL. CIRCUIT NUMBER AS SHOWN. 39. PROVIDE CIRCUIT FROM 20A-1P CIRCUIT BREAKER IN PANEL GB-EQ-L USING 2#12, 1#12G IN 1/2"C TO POWER FUEL OIL SYSTEM MASTER CONTROL PANEL. CIRCUIT NUMBER AS SHOWN. 40. DATA/SECURITY BACKBOARD; PROVIDE 4'WX4'H FIRE RETARDANT PLYWOOD PAINTED GRAY. MOUNT TO BUILDING WALL WITH 1/2" STRUT. 41. PROVIDE 3/4" CONDUIT WITH PULL STRING FROM CAMERA LOCATION TO DATA/SECURITY BACKBOARD IN GENERATOR PARALLELING SWITCHGEAR ROOM. STUB CONDUIT THROUGH EXTERIOR APPROXIMATELY 12'AFG. COORDINATE EXACT LOCATION WITH CAYUGA MEDICAL CENTER SECURITY VENDOR. CAMERA AND WIRING BY OTHERS. 42. PROVIDE 3/4" CONDUIT WITH PULLSTRING FROM DOOR JAMB TO DATA/SECURITY BACKBOARD IN GENERATOR PARALLELING SWITCHGEAR ROOM. STUB CONDUIT INTO DOOR JAMB. COORDINATE EXACT LOCATION OF CONDUIT STUB INTO DOOR JAMB WITH CAYUGA MEDICAL CENTER SECURITY VENDOR. ACCESS CONTROL DEVICES AND WIRING PROVIDED BY OTHERS. 43. PROVIDE 3/4" CONDUIT WITH PULL STRING FROM CARD READER LOCATION TO DATA/SECURITY BACKBOARD IN GENERATOR PARALLELING SWITCHGEAR ROOM. PROVIDE RECESSED BOX ON EXTERIOR OF BUILDING AT 48"AFG. COORDINATE EXACT LOCATION OF CARD READER AND DEVICE BOX REQUIRED WITH CAYUGA MEDICAL CENTER SECURITY VENDOR. ACCESS CONTROL DEVICES AND WIRING BY OTHERS. 44. PROVIDE 120V CIRCUIT FOR BMS CONTROL PANEL. PROVIDE 2#12 & 1#12G IN 1/2"C FROM 20A-1P CIRCUIT BREAKER IN PANEL GB-EQ-L, CIRCUIT NUMBER AS SHOWN. PROVIDE EMPTY 1" CONDUIT FROM BMS PANEL TO CHILLER ROOM IN EXISTING HOSPITAL. 45. PROVIDE 1-1"C FOR BMS CONTROL WIRING. #GENERAL NOTES: A. CIRCUIT EQUIPMENT BRANCH RECEPTACLES TO PANEL 'GB-EQ-L'; CIRCUIT NUMBER AS INDICATED. CIRCUIT NON-EQUIPMENT BRANCH RECEPTACLES TO PANEL GB-N-L; CIRCUIT NUMBER AS INDICATED. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 2 : 4 1 P M E-100 GENERATOR BUILDING - POWER AND SYSTEMS EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 1/4" = 1'-0"1 FIRST FLOOR PLAN - ELECTRICAL No. Description Date IPD IPDENGINEERING.COM M A B C 1 3 2 D E WP GFI EF-1 20,22,24 1 GENERAL NOTES: A. CIRCUIT RECEPTACLES TO PANEL GB-N-L; CIRCUIT NUMBER AS INDICATED. B. REFER TO LIGHTNING PROTECTION SYSTEM SPECIFICATION FOR ALL WORK REQUIRED FOR LIGHTNING PROTECTION SYSTEM. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 2 : 4 8 P M E-101 ROOF PLAN - ELECTRICAL EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 1/4" = 1'-0"1 ROOF PLAN - ELECTRICAL No. Description Date dwor ARCHITECTURAL IPDENGINEERING.COM IPD BUFFALO ROCHESTER SYRACUSE UTICA S S F M F F TS FS M DRAWING KEYNOTES: 1. DOUBLE ENDED SUBSTATION FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. EQUIPMENT SHALL BE SHIPPED TO SITE BY VENDOR. E.C. SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL UNIT SUBSTATION COMPLETE. 2. PANELBOARDS FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. EQUIPMENT SHALL BE SHIPPED TO SITE BY VENDOR. E.C. SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL PANELBOARDS COMPLETE. 3. TRANSFER SWITCHES FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. EQUIPMENT SHALL BE SHIPPED TO THE SITE BY VENDOR. E.C SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL TRANSFER SWITCHES COMPLETE. 4. REFER TO DRAWING E-604 FOR CONTROL SYSTEM WORK REQUIRED TO INTEGRATE GENERATORS, PARALLELING GEAR AND NEW AND EXISTING TRANSFER SWITCHES. PROVIDE CONTROL WIRING IN CONDUIT FROM NEW PARALLELING GEAR TO FACILITATE GENERATOR STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT. PROVIDE CONTROL WIRING PER MANUFACTURER'S RECOMMENDATIONS. TESTING, PROGRAMMING AND COMMISSIONING SHALL BE PROVIDED BY OWNER'S PRE- PURCHASE VENDOR. ELECTRICAL CONTRACTOR SHALL HAVE PERSONNEL ON SITE TO ASSIST PRE-PURCHASE VENDOR DURING THEIR EFFORTS. 5. PROVIDE CONCRETE HOUSEKEEPING PAD FOR EQUIPMENT NOTED. 6. RELOCATE DISTRIBUTION EQUIPMENT. RE-ROUTE/EXTEND EXISTING FEEDER AND/OR BRANCH CIRCUITS TO RELOCATED DISTRIBUTION EQUIPMENT. 7. EXISTING TRANSFER SWITCH SHALL REMAIN. PROVIDE CONTROL WIRING IN CONDUIT FROM NEW PARALLELING GEAR TO FACILITATE GENERATOR STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT. PROVIDE CONTROL WIRING PER MANUFACTURER'S RECOMMENDATIONS. TESTING, PROGRAMMING AND COMMISSIONING SHALL BE PROVIDED BY OWNER'S PRE-PURCHASE VENDOR. ELECTRICAL CONTRACTOR SHALL HAVE PERSONNEL ON SITE TO ASSIST PRE-PURCHASE VENDOR DURING THEIR EFFORTS. REMOVE EXISTING CONTROL WIRING AND ASSOCIATED CONDUIT FROM TRANSFER SWITCH TO EXISTING PARALLELING GEAR AND EXISTING GENERATOR. 8. PROVIDE NEW CIRCUIT BREAKER FOR UNIT SUBSTATION HEATERS. PROVIDE 2#10 & 1#10G IN 1/2"C FROM NEW 15A-1P CIRCUIT BREAKER IN EXISTING EQUIPMENT BRANCH PANEL DBHE-1, CIRCUIT BREAKER MODEL SHALL BE SQUARE D FH16015. 9. NOT USED. 10. PROVIDE FEEDERS AS INDICATED ON E-603. CONTRACTOR SHALL FIELD VERIFY EXACT ROUTING IN FIELD. 11. PROVIDE 1-1.5"C FOR FIRE ALARM WIRING BETWEEN HOSPITAL FIRE ALARM PANEL AND REMOTE FIRE ALARM PANEL IN GENERATOR BUILDING. REFER TO E-103 FOR LOCATION OF HOSPITAL FACP. 12. PROVIDE FEEDER F7LB TO EXISTING DISCONNECT SWITCH DSN-2. REFER TO E-103 FOR LOCATION OF DSN-2. 13. PROVIDE FEEDER F8LD TO EXISTING PANEL 1HN4. REFER TO E-103 FOR LOCATION OF 1HN4. 14. PROVIDE FEEDER F7LC TO EXISTING DISCONNECT SWITCH DSN-3. REFER TO E-103 FOR LOCATION OF DSN-3. 15. PROVIDE 1-2"C FOR REMOTE ANNUNCIATOR WIRING FROM GENERATORS TO NEW REMOTE ANNUNCIATORS LOCATED AT RECEPTION 2508 IN THE HOSPITAL. REFER TO E-103 FOR LOCATION OF NEW REMOTE ANNUNCIATORS. 16. PROVIDE 1-4"C SPARE FROM GPSG DISTRIBUTION SECTION 2 TO USS-EES LBS-2. 17. PROVIDE 1-4"C SPARE FROM GPSG DISTRIBUTION SECTION 1 TO USS-EES LBS-1. 18. PROVIDE 1-2"C FOR GROUND CONDUCTOR BETWEEN GROUND BAR GBMGB IN GENERATOR BUILDING AND GROUND BAR HBMGB IN SWITCHGEAR ROOM. 19. PROVIDE 1-4"C SPARE BETWEEN GENERATOR BUILDING AND SWITCHGEAR ROOM. 20. PROVIDE 1-2.5"C SPARE BETWEEN GENERATOR BUILDING AND SWITCHGEAR ROOM. 21. TYPICAL - PROVIDE PULLBOXES FOR ALL CONDUITS COMING INTO THE AREAWAY VIA CONCRETE ENCASED DUCT BANK. COORDINATE PULLBOX SIZES WITH CONDUIT QUANTITIES AND SIZES AS SHOWN ON PLANS, SIZED PER THE NEC. ALL PULLBOXES IN AREAWAYS SHALL BE NEMA 3R. 22. PROVIDE 1-1.5"C EMPTY WITH PULLSTRING BETWEEN GENERATOR BUILDING AND SWITCHGEAR ROOM FOR ACCESS CONTROL SYSTEM WIRING. 23. PROVIDE 1-1.5"C EMPTY WITH PULLSTRING BETWEEN GENERATOR BUILDING AND SWITCHGEAR ROOM FOR CAMERA SYSTEM WIRING. 24. PROVIDE 1-2"C EMPTY WITH PULLSTRING BETWEEN GENERATOR BUILDING AND SWITCHGEAR ROOM FOR DATA SYSTEM WIRING. 25. PROVIDE 1-4"C FOR CONTROL WIRING BETWEEN PARALLELING GEAR AND TRANSFER SWITCHES. 26. STUB CONDUITS INTO ROOM AND CAP. LABEL CONDUITS PER ASSOCIATED KEYED NOTES. PROVIDE CORE THROUGH METAL WALL PANEL FOR ALL CONDUIT PENETRATIONS. SEAL WATERTIGHT. 27. PROVIDE JUNCTION BOX FOR TRANSFER SWITCH CONTROL WIRING. FROM JUNCTION BOX PROVIDE CONTROL WIRING IN CONDUIT TO EACH TRANSFER SWITCH. 28. REFER TO E-103 FOR LOCATION OF EQUIPMENT SERVED BY THESE CIRCUITS. ROUTING NOT SHOWN. ELECTRICAL CONTRACTOR SHALL DETERMINE ROUTING IN FIELD. 29. PROVIDE CIRCUIT FOR TRANSFORMER FAN. PROVIDE 2#12 & 1#12G IN 1/2"C FROM EXISTING 20A-1P CIRCUIT BREAKER IN EXISTING PANEL BLL-5. CIRCUIT NUMBER AS INDICATED. 30. PROVIDE CIRCUIT FOR LOW VOLTAGE SWITCHGEAR PLC. PROVIDE 2#12 & 1#12G IN 1/2"C FROM EXISTING 20A-1P CIRCUIT BREAKER IN EXISTNG PANEL BLL-5. CIRCUIT NUMBER AS INDICATED. 31. PROVIDE 1-1"C EMPTY WITH PULLSTRING FOR BMS CONTROL WIRING FROM EXISTING CHILLER ROOM TO NEW BMS PANEL IN GENERATOR BUILDING. WIRING SHALL BE BY OTHERS. 32. EXISTING PARALLELING GEAR IS THE SOURCE FOR THE AUTOMATIC START CIRCUIT FOR THE TEMPORARY GENERATOR. THE PARALLELING GEAR WILL REMAIN UNTIL THE NEW SYSTEM IS ONLINE. DURING THIS TIME, NEC WORKING SPACE MAY POSSIBLY NOT BE ACHIEVED BETWEEN IT AND ADJACENT TRANSFER SWITCHES. PROVIDE RUBBER BLANKETS TO WRAP BACK OF PARALLEING GEAR AS A STEP TO MITIGATE SAFETY CONCERNS. ONCE NEW SYSTEM IS PROVIDED AND TESTED, REMOVE EXISTING PARALLELING GEAR. REFER TO E-601 FOR ADDITIONAL INFORMATION. 33. PROVIDE BONDING TO HBMGB AS INDICATED ON GROUND SYSTEM RISER DIAGRAM ON E-500. 34. TYPICAL - ROUTE CONDUITS UP FROM PULLBOX TO ACHIEVE PROPER ELEVATION FOR ROUTING INTO BUILDING. 35. PROVIDE CORE DRILL THROUGH AREAWAY FOR EACH CONDUIT IN DUCT BANK SECTION SHOWN ON ES-100. PROVIDE LINK SEAL FOR EACH CONDUIT. ALL CORES MUST BE MINIMUM 28" BELOW TOP OF AREAWAY WALL. 36. PROVIDE SQUARE D CIRCUIT BREAKER MODEL HJA36015 FOR THE INDICATED EQUIPMENT. 37. PROVIDE AUTOSTART CIRCUIT IN SCHEDULE 80 PVC FROM EXISTING PARALLELING GEAR TO THE TEMPORARY GENERATOR. REFER TO E-601 FOR ADDITIONAL INFORMATION. 38. INSTALL TEMPORARY POWER FEEDERS IN OPEN AIR FROM TEMPORARY GENERATOR TO EMERGENCY TRANSFER SWITCHGEAR. PROVIDE TEMPORARY UNISTRUT TRAPEZE SUPPORT, 5' ON CENTER, FROM POINT OF ENTRANCE INTO AREAWAY TO PARALLELING GEAR. FROM PARALLELING GEAR TO EMERGENCY TRANSFER SWITCHGEAR, USE EXISTING TRAPEZE SUPPORTS TO INSTALL FEEDERS. REFER TO E-601 FOR ADDITIONAL INFORMATION. 39. PROVIDE TEMPORARY GENERATOR SHORE POWER FEEDER. REFER TO E-601 FOR FEEDER DETAILS. UTILIZE TEMPORARY UNISTRUT TRAPEZE SUPPORTS PROVIDED FOR TEMPORARY POWER FEEDERS FROM POINT OF ENTRANCE INTO AREAWAY TO PARALLELING GEAR. FROM PARALLELING GEAR TO EMERGENCY TRANSFER SWITCHGEAR, USE EXISTING TRAPEZE SUPPORTS. PROVIDE TEMPORARY UNISTRUT TRAPEZE SUPPPORTS FROM EMERGENCY TRANSFER SWITCHGEAR TO DBHE-1. 40. PROVIDE CORE THROUGH POURED CONCRETE WALL FOR ALL CONDUIT PENETRATIONS. SEAL PENETRATIONS WATERTIGHT. 41. TYPICAL - AT WALL PANEL CONDUIT PENETRATIONS, CORE THROUGH WALL, PROVIDE LINK SEAL AND SEAL WATERTIGHT. FINISH WITH CAULK. # CONDUITS AS FOLLOWS: F12L. 1-1"C FOR FEEDER FROM DBHL-1 TO GB-LS-H. F13L. 1-3"C FOR FEEDER FROM DBHE-1 TO GB-EQ-H. F14L. 1-1"C FOR FEEDER FROM DBHN-S TO GB-N-H. SA. 1-1.5"C FIRE ALARM WIRING BETWEEN HOSPITAL FACP AND REMOTE FIRE ALARM PANEL CABINET IN GENERATOR BUILDING. SC. 1-2"C REMOTE ANNUNCIATOR WIRING FROM GENERATORS TO REMOTE ANNUNCIATORS LOCATED AT RECEPTION ROOM 2508 IN THE HOSPITAL. F2G. 6-4"C FOR FEEDER FROM UNIT SUBSTATION TO EXISTING TRANSFER SWITCH GEAR. F6N. 2-3"C FOR FEEDER FROM ATS-MCC TO SWGR#3. F6LC. 1-2"C FOR FEEDER FROM DP-ATS-MCC TO MCC-3N. F8LB. 1-3.5"C FOR FEEDER FROM DP-ATS-SB-2 TO DBHN-2. F7LA. 1-3"C FOR FEEDER FROM ATS-SB-1 TO TN-1. F5N. 2-3.5"C FOR FEEDER FROM ATS-CH-4 TO SWGR#3. F8LA. 1-3.5"C FOR FEEDER FROM DP-ATS-SB-2 TO DBHN-1. F7N. 2-3.5"C FOR FEEDER FROM ATS-SB-1 TO SWGR#3. F8LD. 1-2"C FOR FEEDER FROM ATS-SB-2 TO 1HN4. F8N. 2-3.5"C FOR FEEDER FROM ATS-SB-2 TO NORTH SWGR. F8LC. 1-3.5"C FOR FEEDER FROM DP-ATS-SB-2 TO DBHN-S. F4N. 2-3"C FOR FEEDER FROM ATS-CH-2 TO SOUTH SWGR. F7LB. 1-3"C FOR FEEDER FROM DP-ATS-SB-1 TO TN-2 F7LC. 1-2.5"C FOR FEEDER FROM DP-ATS-SB-1 TO TN-3. F7LD. 2-3"C FOR FEEDER FROM DP-ATS-SB-1 TO TDP. F3N. 2-3"C FOR FEEDER FROM ATS-CH-1 TO SOUTH SWGR. F5N F8LAF7N F8LB F8N F8LC F3N F4N F14L F5N F7N F8N F3N F4N F7LC F7LD F7LD F2G F2G F2G 3' - 0" F7LA F8LD F12L F7LB SA SC 4' - 5 " F6N F6N F2G F2G F2G F6LC F13L CONDUITS AS FOLLOWS: SB.1-4"C FOR CONTROL WIRING BETWEEN PARALLELING GEAR AND TRANSFER SWITCHES. F2G. 6-4"C FOR FEEDER FROM UNIT SUBSTATION TO EXISTING TRANSFER SWITCH GEAR. F6N. 2-3"C FOR FEEDER FROM ATS-MCC TO SWGR#3. F6LC. 1-2"C FOR FEEDER FROM DP-ATS-MCC TO MCC-3N. F2G F2G F2G F2G F2G F2G 2' - 1" F6LC SB F6N F6N 2' - 4 1 / 2 " GENERAL NOTES: A. ROUTING SHOWN IS DIAGRAMMATIC. ACTUAL ROUTING SHALL BE DETERMINED IN FIELD BY ELECTRICAL CONTRACTOR. B. ACTUAL QUANTITY OF PARALLEL SETS NOT SHOWN. REFER TO E-603 FOR ACTUAL QUANTITY OF PARALLEL SETS. C. ALL PULLBOXES ARE NOT SHOWN. PROVIDE ADDITIONAL PULLBOXES SO THAT RUNS DO NOT EXCEED 360 DEGREES OF BENDS. D. DO NOT COMBINE DIFFERENT FEEDERS IN COMMON PULLBOXES WITH THE EXCEPTION OF NORMAL POWER FEEDERS WHICH MAY SHARE COMMON PULLBOXES. E. FIRE ALARM DEVICES SHALL BE COMPATIBLE WITH EXISTING EDWARDS EST SERIES FIRE ALARM SYSTEM. PROVIDE PROGRAMMING AND TESTING BY AUTHORIZED VENDOR AS PART OF CONTRACT. F. CONDUITS IN AREAWAYS SHALL BE RIGID STEEL CONDUIT. CONDUIT WITHIN BUILDING SHALL BE EMT. CONVERT FROM EMT TO RIGID STEEL CONDUIT WITHIN BUILDING BEFORE CONDUITS EXTEND INTO AREAWAY. G. UNLESS NOTED OTHERWISE, ALL NORMAL RECEPTACLE CIRCUITS SHALL BE CIRCUITED TO EXISTING CIRCUIT BREAKERS IN PANEL BLN-5. H. UNLESS NOTED OTHERWISE, ALL EQUIPMENT BRANCH RECEPTACLE CIRCUITS SHALL BE CIRCUITED TO EXISTING CIRCUIT BREAKERS IN PANEL BLE-2. MCC-2E (E) LIFE SAFETY INCOMING SECTION CRITICAL BRANCH KITCHEN EQ BRANCH #2 RADIOLOGY XFMR MAINTIE DI S T R I B U T I O N DI S T R I B U T I O N DI S T R I B U T I O N DI S T R I B U T I O N SW ELEV ATS TC-4 DBHN-S DBHN-2 DBHN-1 BHN-1 BLN-1 CBN1 225KVA XFMR DBHC-1R DBHC-1L DBHE-1 DBHL-1 CB TE-1E BLL-1 TC-1 TL-1 XFMR MAINTIE DI S T R I B U T I O N DI S T R I B U T I O N DI S T R I B U T I O N SUB STATION ALARM PANEL ATS/ CH3 DBH-LS DBHX-1 TDP XFMR MAIN DI S T R I B U T I O N DI S T R I B U T I O N DBH-EM1 SW-LS-ATSSW-CR- ATSSW OPT ATS SW EQ ATS (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) BLL-5 (RE) DP-ATS-MCC ATS-MCC DP-ATS-SB-1 ATS-CH-4 ATS-CH-2 ATS-CH-1 (RE) (E) (E) (E) EQ BRANCH #1 2 2 4 1 DOUBLE-ENDED UNIT SUBSTATION 12.47KV TO 480/277V 2500KVA/3325KVA XFMR PRIMARY SWITCH USS-ESS LBS-2 PRIMARY SWITCH USS-ESS LBS-1 SECONDARY MAIN #1 SECONDARY MAIN #2 TIE BREAKER DISTRIBUTION (E) (E) (E) (E) (E) (E) (E) (E)(E)(E)(E)(E) (E)(E)(E)(E)(E)(E) (E) (E)(E)(E)(E) ATS-SB-1 DP-ATS-SB-22 ATS-SB-2 (RE) TC-5 DS-C-5 DS-N-5 TN-5 DBLN-5 (RE) (RE) (RE) (RE) 5 3 4 5 3 REFER TO SITE DRAWING ES-100 FOR CONTINUATION OF DUCT BANK 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 6 6 GENERAL PATHWAY FOR CONDUITS FROM MAIN ELECTRIC ROOM TO UNIT SUBSTATION ROOM. REFER TO SITE PLAN FOR ADDITIONAL INFORMATION 6 6 6 6 6 HOSPITAL GROUND BAR 'HBMGB' 12.47KV TO 480/277V 2500KVA/3325KVA XFMR 2 E-102 4 5 (E)CH-4 (E)CH-1 (E)CH-2 MCC-1N (E) MCC-2N (E) (E) SOUTH SWITCHGEAR (E) NORTH SWITCHGEAR (E) SWITCHGEAR #3 (E) F7N F6N F5N F8N F3N F4N F13L F2G F3N F4N F9N F10N F11N 3 4 5 F7LD TN-1 (E) F7LA F7LA F6LB F6LA FEG 10 F3L 3 4 5 3 4 5 3 4 5 F3N F4N F5N F7N F7L F7LA F7LB F7LC F7LD F8LA F8LD F8L F8LC F8LB 10 F6G F6N F7G F5G F4G F3G F1G F2G F12L F8LC F8LB F8LA F8N 10 10 F8G10 10 10 10 10 10 10 10 10 10 10 10 10 10 3 E-102 4 E-102 16 FDG 10 1918 2022 23 F6LC 10 F6LC 11 12 13 14 15 17 24 F14L 28 SA F7LB F8LD F7LC SC F6L 26 SB SB 27 SB 27 DISTRIBUTION DISTRIBUTION DISTRIBUTION TIE PULL SECTION 21 19 20 20 22 23 24 8 8 BLE-2 (E) FCU-1 BLN-5 29 29 (E) TO SWGR#3 UNIT SUB(E) TO NORTH UNIT SUB(E) INCOMING 12.47KV SERVICE N-1(E) BUS TIE(E) INCOMING 12.47KV SERVICE S-1(E) TO SOUTH UNIT SUB(E) F4L F5L F4LF5L F3L 30 30 31 31 4 4 7 7 5 13 13 32 5 5 CBC5 (E) (E) 35 37 20,22,24 26,28,30 36 36 5 5 5 33 F6LC 35 34 212134 3535 35 11 12 SA F7LB 14 15 F7LC SC F13L F12L F3L F4L F5L 25 25 10 10 10 10 10 10 10 10 10 25 10 13 F8LD REFER TO CONTINUATION OF TEMPORARY POWER FEEDERS AND AUTOSTART CIRCUIT TO TEMPORARY ON ES-100. 38 39 39 38 T-TEMP DS-TEMP 39 37 37 40 41 41 41 (E) F2G F6N F6LC F8LB F8LC F8LD F8LA F7LDF7LC F7LB F7LA F4N F5N F8N F7N (E) FCU-2 CONDUITS AS FOLLOWS: SB.1-4"C FOR CONTROL WIRING BETWEEN PARALLELING GEAR AND TRANSFER SWITCHES. F8LB. 1-3.5"C FOR FEEDER FROM DP-ATS-SB-2 TO DBHN-2. F7LA. 1-3"C FOR FEEDER FROM ATS-SB-1 TO TN-1. F5N. 2-3.5"C FOR FEEDER FROM ATS-CH-4 TO SWGR#3. F8LA. 1-3.5"C FOR FEEDER FROM DP-ATS-SB-2 TO DBHN-1. F7N. 2-3.5"C FOR FEEDER FROM ATS-SB-1 TO SWGR#3. F8LD. 1-2"C FOR FEEDER FROM ATS-SB-2 TO 1HN4C. F8N. 2-3.5"C FOR FEEDER FROM ATS-SB-2 TO NORTH SWGR. F8LC. 1-3.5"C FOR FEEDER FROM DP-ATS-SB-2 TO DBHN-S. F4N. 2-3"C FOR FEEDER FROM ATS-CH-2 TO SOUTH SWGR. F7LB. 1-3"C FOR FEEDER FROM DP-ATS-SB-1 TO TN-2 F7LC. 1-2.5"C FOR FEEDER FROM DP-ATS-SB-1 TO TN-3. F7LD. 2-3"C FOR FEEDER FROM DP-ATS-SB-1 TO TDP. F3N. 2-3"C FOR FEEDER FROM ATS-CH-1 TO SOUTH SWGR. F5N F8LAF7N F8LB F8N F8LC F3N F4NF5N F7N F8N F3N F4N F7LC F7LD F7LD 3' - 0" F7LA F8LD F7LB 4' - 5 " Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 2 : 5 7 P M E-102 PARTIAL BASEMENT PLAN -POWER AND SYSTEMS EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 NTS2AREAWAY CONDUIT ELEVATION #2 NTS4AREAWAY CONDUIT ELEVATION #4 1/4" = 1'-0"1 PARTIAL BASEMENT PLAN 1 1/2" = 1'-0"3 AREAWAY CONDUIT ELEVATION #3 No. Description Date FD FD FD FD FD FD FD FD FD FD FD FD UPDN FA C P TN - 2 (E ) DS N - 2 (E ) (E ) 1 2 7 1H N 4 (E ) TN - 3 (E ) DS N - 3 (E ) 3 4 7 7 GR A P 5 GR A P MC C - 3 N ( E ) 6 7 DR A W I N G K E Y N O T E S : 1. P R O V I D E 1 -1 . 5 " C ( S A ) F O R F I R E A L A R M W I R I N G B E T W E E N H O S P I T A L F IR E A L A R M S Y S T E M A N D RE M O T E F I R E A L A R M P A N E L I N G E N E R A T O R B U I L D I N G . 2. P R O V I D E F E E D E R F 7 L B T O E X I S T I N G D I S C O N N E C T S W I T C H D SN - 2 . 3. P R O V I D E F E E D E R F 8 L D T O E X I S T I N G P A N E L 1 H N 4 . 4. P R O V I D E F E E D E R F 7 L C T O E X I S T I N G D I S C O N N E C T S W I T C H D SN - 3 . 5. P R O V I D E 1 - 2 " C ( S C ) F O R E A C H R E M O T E A N N U N C I A T O R W I R I N G F R O M G E NE R A T O R P A R A L L E L I N G GE A R T O N E W R E M O T E A N N U N C I A T O R L O C A T E D A T R E C E P T I O N 2 5 0 8 I N T H E H O S P I T A L . 6. P R O V I D E F E E D E R F 6 L C T O E X I S T I N G M C C -3 N . 7. R E M O V E E X I S T I N G F E E D E R ( C O N D U I T A N D W I R E ) F R O M S O U R CE A S I N D I C A T E D O N E -6 0 2 . # St r u c t u r a l : Jo h n P . S t o p e n E n g i n e e r i n g , L L P 45 0 S o u t h S a l i n a S t r e e t PO B o x 2 9 , S u i t e 4 0 0 Sy r a c u s e , N Y 1 3 2 0 1 31 5 . 4 7 2 . 5 2 3 8 31 5 . 4 7 2 . 8 4 3 0 F a x Ci v i l / L a n d s c a p e : T. G . M i l l e r , P . C . - E n g i n e e r s a n d S u r v e y o r s 60 5 W e s t S t a t e S t r e e t , S u i t e A I t h a c a , N Y 1 4 8 5 0 60 7 . 2 7 2 . 6 4 7 7 ww w . t g m i l l e r p c . c o m Co p y r i g h t 2 0 2 4 , D w y e r A r c h i t e c t u r a l , L L C Sh e e t T i t l e Pr o j e c t N o . Dr a w n B y Sh e e t N o . Pr o j e c t I n f o r m a t i o n ww w . d w y e r a r c h . c o m RO C H E S T E R 85 A l l e n S t r e e t , S u i t e 2 1 0 Ro c h e s t e r , N Y 1 4 6 0 8 SY R A C U S E 12 0 E a s t W a s h i n g t o n S t r e e t , S u i t e 8 2 2 Sy r a c u s e , N Y 1 3 2 0 2 ph : 3 1 5 . 4 7 3 . 1 8 0 0 Is s u e D a t e : IS S U E D F O R P E R M I T No t e : Pe r N Y S E D O f f i c e o f t h e P r o f e s s i o n s C o m m i s i o n e r ' s Re g u l a t i o n s P a r t 6 9 . 5 b , i t i s a v i o l a t i o n o f t h e l a w f o r a n y pe r s o n , u n l e s s a c t i n g u n d e r t h e d i r e c t i o n o f a l i c e ns e d a c t i n g un d e r t h e d i r e c t i o n o f a l i c e n s e d a r c h i t e c t , t o a l t er i n a n y wa y a n i t e m b e a r i n g t h e s e a l o f a n a r c h i t e c t . Co n s u l t a n t s Re v i e w e r : Cl i e n t P r o j e c t N o . CO N N o . : Ke y P l a n M/ E / P : I P D E n g i n e e r i n g 10 1 N . S a l i n a S t Sy r a c u s e , N Y 1 3 2 0 2 31 5 . 4 2 3 . 0 1 8 5 24 - 0 5 4 - 7/16/2025 2:33:09 PM E- 10 3 OV E R A L L F L O O R PL A N S EM E R G E N C Y GE N E R A T O R P R O J E C T 10 1 H a r r i s B . D a t e s D r i v e It h a c a , N Y 1 4 8 5 0 18 J U L Y 2 0 2 5 SA S Ca y u g a M e d i c a l Ce n t e r RP P 24 - 5 8 3 5 1" = 3 0 ' - 0 " 1 BA S E M E N T O V E R A L L P L A N 1" = 3 0 ' - 0 " 2 FI R S T F L O O R O V E R A L L P L A N 1" = 3 0 ' - 0 " 3 SE C O N D F L O O R O V E R A L L P L A N 1" = 3 0 ' - 0 " 4 FO U R T H F L O O R O V E R A L L P L A N No . D e s c r i p t i o n D a t e 3 3 3 4 3 W1 A B C 1 3 2 D E L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 EM EM EM EM L1 L1 L1 1 11 11 1 1 1 EM EM EM ER ER ER L2 L2L2 L2 L1 1 1 L1 L1 1 L1 L1 L1 GB-LS-H GB-N-H T-GB-EQ-L GB-EQ-LGB-EQ-H GB-N-L T-GB-N-L L1 1 L1 L1 L1 1 L1 L1 L1 1 L1 L1 1 L2 L1 L1L1 L1 2 30 2 30 30 2 30 2 30 2 2 30 30 30 2 2 30 2 30 30 2 2 30 30 2 30 30 2 2 30 30 30 2 30 30 2 2 2 2 2 2 2 2 2 4 4 4 30 30 30 30 30 2 4 NL NL NLNL GENERAL NOTES: A. CIRCUIT LIGHT FIXTURES DESIGNATED AS LIFE SAFETY TO PANEL 'GB-LS-H'. CIRCUIT NON-LIFE SAFETY LIGHT FIXTURES TO PANEL 'GB-EQ-H'. CIRCUIT NUMBER AS INDICATED. B. CIRCUIT EXIT SIGNS ON COMMON CIRCUIT TO 'GB-LS-H'. CIRCUIT NUMBER AS INDICATED. C. CIRCUIT EMERGENCY TYPE 'EM' LIGHTS TO UNSWITCHED LEG OF LOCAL LIFE SAFETY LIGHTING CIRCUIT. DRAWING KEYNOTES: 1. (TYP., UNO): PROVIDE EMERGENCY RELAY CONTROL DEVICE FOR LIGHT FIXTURE DESIGNATED AS EMERGENCY TO FACILITATE CONTROL OF LIFE SAFETY FIXTURE WITH OTHER FIXTURES IN THE SPACE. FIXTURE SHALL BE CIRCUITED TO DESIGNATED SWITCHED LIGHTING CIRCUIT IN ROOM. CIRCUIT EMERGENCY RELAY CONTROL DEVICE TO 20A-1P C/B IN LIFE SAFETY PANELBOARD 'GB-LS-H' (PANEL CIRCUIT NUMBER AS INDICATED). # Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 3 : 2 3 P M E-200 GENERATOR BUILDING - LIGHTING EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 1/4" = 1'-0"1 FIRST FLOOR PLAN - LIGHTING No. Description Date dwor ARCHITECTURAL BUFFALO ROCHESTER SYRACUSE UTICA IPDENGINEERING.COM IPD 3 M DRAWING KEYNOTES: 1. (TYP., UNO): PROVIDE EMERGENCY RELAY CONTROL DEVICE FOR LIGHT FIXTURE DESIGNATED AS EMERGENCY TO FACILITATE CONTROL OF LIFE SAFETY FIXTURE WITH OTHER FIXTURES IN THE SPACE. FIXTURE SHALL BE CIRCUITED TO DESIGNATED SWITCHED LIGHTING CIRCUIT IN ROOM. CIRCUIT EMERGENCY RELAY CONTROL DEVICE TO 20A-1P C/B IN LIFE SAFETY PANELBOARD 'DBHL-1' (PANEL CIRCUIT NUMBER AS INDICATED). # GENERAL NOTES: A. CIRCUIT LIGHT FIXTURES DESIGNATED AS LIFE SAFETY TO NEW 20A-1P CIRCUIT BREAKER IN DBHL-1; PROVIDE SQUARE D BREAKER MODEL FH16020. CIRCUIT NON-LIFE SAFETY LIGHT FIXTURES TO EXSTING CIRCUIT BREAKER IN PANEL BHN-1. CIRCUIT NUMBER AS INDICATED. B. CIRCUIT EXIT SIGNS ON COMMON CIRCUIT TO EXISTING EXIT SIGN CIRCUIT. C. CIRCUIT EMERGENCY TYPE 'EM' LIGHTS TO UNSWITCHED LEG OF LOCAL LIGHTING CIRCUIT. 12.47KV TO 480/277V 2500KVA/3325KVA XFMR PRIMARY SWITCH USS-ESS LBS-2 PRIMARY SWITCH USS-ESS LBS-1 SECONDARY MAIN #1 SECONDARY MAIN #2 TIE BREAKER DISTRIBUTION 12.47KV TO 480/277V 2500KVA/3325KVA XFMR DISTRIBUTION DISTRIBUTION DISTRIBUTION TIE PULL SECTION L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 1 1 1 1 1 1 1 EM EM EM (E) (E) (E) (E) (E) (E)(E) (E)(E)(E)(E) (E)(E)(E)(E) (E)(E)(E)(E) (E)(E)(E)(E) (E)(E)(E)(E) (E) (E) DBHX-1(E) TDP(E) DI S T R I B U T I O N DI S T R I B U T I O N MAIN XFMR ATS-CH3(E) SUB STATION ALARM PANEL(E) DBH-LS(E) DI S T R I B U T I O N DI S T R I B U T I O N DI S T R I B U T I O N DI S T R I B U T I O N TIE MAIN XFMR TC-4(E) DBHN-S(E) DBHN-2(E) DBHN-1(E) BHN-1(E) BLN-1(E)CBN-1(E) TN-1(E)DBHC-1R(E) DBHC-1L(E) DBHE-1(E)DBHL-1(E) DI S T R I B U T I O N DI S T R I B U T I O N DI S T R I B U T I O N TIE MAIN XFMR SW-ELEV-ATS(E) SW-OPT-ATS(E) SW-EQ-ATS(E) SW-CR-ATS(E) SW-LS-ATS(E) TO SWGR#3 UNIT SUB(E) TO NORTH UNIT SUB(E) INCOMING 12.47KV SERVICE N-1(E) BUS TIE(E) INCOMING 12.47KV SERVICE S-1(E) TO SOUTH UNIT SUB(E) LIFE SAFETY(E) INCOMING SECTION(E) CRITICAL BRANCH(E) KITCHEN(E) EQ BRANCH #1(E) EQ BRANCH #2(E) RAD(E) 7 7 7 7 7 7 7 7 7 7 7 7 7 (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) EM NL 27 27 27 27 27 27 27 Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 3 : 3 0 P M E-201 PARTIAL BASEMENT PLAN - LIGHTING EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 1/4" = 1'-0"2 PARTIAL BASEMENT PLAN - LIGHTING No. Description Date §H I I [S §s GENERAL NOTES: A.REFER TO DUCTBANK SECTION AND/OR ONE-LINE DIAGRAM FOR ACTUAL QUANTITY AND SIZE OF CONDUITS REQUIRED. B.LEAVE PULL ROPE IN ALL SPARES. C.EXCAVATED MATERIAL MEETING SPECIFICATIONS MAY BE USED FOR BACKFILL IN TRENCHES. IN THE EVENT EXCAVATED MATERIAL DOES NOT MEET SPECIFICATIONS, PROVIDE GRANULAR BACKFILL AS SPECIFIED FOR BACKFILL. REMOVE UNSUITABLE MATERIAL FROM SITE. D.UNLESS OTHERWISE NOTED, TOP OF CONDUIT SHALL BE 30" BELOW FINISHED GRADE. FINISH GRADE COMPACT BACKFILL TO MATCH SURROUNDING CONDITIONS CONTINUOUS MARKER TAPE NO ROCKS, DEBRIS IN BACKFILL SITE RESTORATION BY SITE CONTRACTOR TYPICAL CONDUIT SPACER MAXIMUM 10'-0" O.C. HOLD DOWN BAR. PROVIDE QUANTITY TO PREVENT FLOAT-OUT, MAXIMUM 15'-0" O.C. PROVIDE MIN. 3" CONCRETE ON ALL SIDES OF CONDUIT CONDUIT: SIZE, MATERIAL AND IDENTIFICATION, AS SPECIFIED #4 REBAR SPIKES FOR HOLD DOWN BAR. MINIMUM 24" GROUND PENETRATION, DRIVEN AT AN APPROXIMATE 25°ANGLE TO CONDUIT RUN #4 REBARS, 6" O.C. TIED TO CONDUIT SUPPORTS PROVIDE PRECAST BASE AT CONDUIT SPACER BASE, WHERE BOTTOM OF TRENCH IS NOT LEVEL AND UNIFORM TRENCH WIDTH MIN. 3" BETWEEN CONDUITS MIN. 3" BETWEEN CONDUITS KEYED NOTES: 1. DUCTBANK. PVC SCHEDULE 40. 2.GALVANIZED RIGID STEEL ELBOWS. 3. RIGID TO PVC ADAPTER 4. GALVANIZED RIGID STEEL STUB . 5. SEAL VAPOR BARRIER. 6. #4 REBAR ON 6" CENTERS EACH WAY. 7.CONCRETE BLOCKS. 8. PITCH CONDUIT AWAY FROM BUILDING. 9. UNDISTURBED SURROUNDING MATERIAL. # 4 8 1 3 4 5 6 9 2 6 7 5'-0" 5'-0"WIDTH OF ENCASEMENT NEMA 4 PULLBOX #4 REBAR, 5'-" LONG ON TOP AND BOTTOM OF DUCTBANK PROVIDE LINK SEAL PVC TO GRS CONDUIT FITTING PVC CONDUIT GRS CONDUIT DRILL WALL AND INSERT REBAR. USE NON-SHRINK GROUT WALL GENERATOR BUILDING STRUCTURAL STEEL HOSPITAL EMERGENCY SWITCHGEAR ROOM REINFORCING REBAR IN FLOOR SLAB TYPICAL GROUND ROD NOTES: A. ALL GROUNDING CONDUCTORS SHALL BE #4/0 OTHER THAN GROUND CONDUCTOR TO REBAR . GROUND CONDUCTOR TO REBAR SHALL BE #2. LBS-1 UNIT SUBSTATION TRANSFORMER UNIT SUBSTATION DISTRIBUTION SECTION GBMGB HBMGB GENERATOR GROUND BAR TYPICALGEN 1 GEN 2 DOMESTIC & FIRE WATER SERVICE PARALLELING GEAR GROUND BAR TEMPORARY GENERATOR TERMINATE AT GENERATOR GROUND BUS GEN KEYED NOTES (FOR GENERATOR POWER WIRING DIAGRAM ONLY): 1. PROVIDE 2#12, 1#12G, 1/2" C FOR GENERATOR SET BATTERY CHARGER. CIRCUIT TO 20A/1P C/B IN PANELBOARD GB-EQ-L. 2. 3. PROVIDE 2#8, 1#10G, 3/4" C FROM DS-GENHTR-X FOR GENSET HEATERS. 4. PROVIDE CONTROL WIRING IN CONDUIT PER MANUFACTURER'S SHOP DRAWINGS FROM GENERATOR TO PARALLELING SWITCHGEAR. GROUNDING CONDUCTOR TO GROUND BUS. REFER TO ELECTRICAL GROUND SYSTEM RISER DIAGRAM. 1 2 3 4 1 COORDINATE EXACT POWER AND CONTROL WIRING REQUIREMENTS WITH MANUFACTURER. REFER TO E-604 FOR ADDITIONAL REQUIREMENTS. 5 5.PROVIDE WIRING PER MANUFACTURER'S RECOMMENDATION TO REMOTE ANNUNCIATORS. FIBERGLASS COMPOSITE INSULATOR (TYPICAL) STAINLESS STEEL BUS BAR BRACKET ANCHORED TO WALL 1/4"Dx4" Wx24"L COPPER BAR MOUNTED 18" A.F.F. 2-HOLE LONG BARREL COPPER COMPRESSION CONNECTOR (TYPICAL) GENERAL NOTES: A. PROVIDE SIZE 4/0 GROUNDING ELECTRODE CONDUCTOR UNLESS OTHERWISE NOTED. B.PROVIDE ADDITIONAL RODS OF 10 OHMS AS NECESSARY TO OBTAIN MAXIMUM RESISTANCE TO GROUND. GROUNDING ELECTRODE CONDUCTOR TO GBMGB. 600V INSULATED COPPER CONDUCTOR INSTALLED IN PVC RACEWAY. #4/0 BARE COPPER GROUNDING CONDUCTOR. INSTALL 1'-0" MIN. BELOW FINISHED GRADE (TYP). 3/4"∅X 10'-0" COPPERWELD GROUND ROD. DRIVE FULL LENGTH INTO GROUND. TOP OF ROD TO 12" MIN. BELOW FINISHED GRADE (TYPICAL). 10'-0" (TYP) 5'-0" (TYP) 30" MINIMUM BURIAL DEPTH COMPRESSION GROUND ROD TO GRID CONNECTOR (TYPE YGL-C) OR MOLDED FUSION WELD (TYPICAL) FINISHED GRADE 6" DIAMETER CAST IRON PIPE #2 CRUSHED STONE TO NEXT GROUND ROD (TYPICAL) #4/0 STRANDED BARE COPPER COUNTERPOISE LOOP CONDUCTOR (TYPICAL) 3/4" X 10'-0" COPPERWELD DRIVEN GROUND ROD TOP SOIL ELECTRICAL EQUIPMENT (SIZE VARIES BASED UPON EQUIPMENT/MANUFACTURER) CONCRETE PAD CONCRETE NOTES: 1.DESIGN STRENGTH (fc'): 4000 PSI 2.ENTRAINED AIR: 0% TO 3% 3.MAX. WATER/CEMENT RATIO (W/C): 0.55 4. MAX. SLUMP: 5" WITH THE USE OF A MID-RANGE WATER REDUCING ADMIXTURE. 5. THE USE OF CALCIUM CHLORIDE OR CHLORIDE CONTAINING ADMIXTURES IS NOT PERMITTED #4 BARS AT 12" EACH WAY - CENTERED IN PAD 3/4" CHAMFER - TYP. AT EXPOSED EDGES 4" 4" ON ALL SIDES EXISTING CONCRETE SLAB SURFACE PREPARATION NOTES: 1. CLEAN SURFACE OF EXISTING CONCRETE SLAB TO REMOVE ALL DIRT, PAINT, AND OIL. 2. ROUGHEN SURFACE TO AN APPROXIMATE 1/4" AMPLITUDE. 3. APPLY A LATEX BONDING AGENT TO THE PREPARED CONCRETE SURFACE PRIOR TO PLACING CONCRETE. SEE SURFACE PREPARATION NOTES #4 DOWELS @ EACH CORNER AND AT 24" O.C. - DRILL AND EPOXY TO EXISTING SLAB GEC: TO COLD WATER PIPE (FIRST CHOICE) TO BUILDING STEEL (SECOND CHOICE) TO DRIVEN ELECTRODE (THIRD CHOICE) ALL PRIMARY VOLTAGES 3∅, 3W PRIMARY ALL SECONDARY VOLTAGES 3∅, 4W A B N C SIZE PER NEC 250.66 BASED ON SECONDARY PHASE CONDUCTOR SIZE EGC TO PANEL GROUND BUS - SEE ONE-LINE DIAGRAM FOR SIZE G B A C TRANSFORMER ENCLOSURE CASE BOND TO TRANSFORMER CASE GROUND BUS EGC TO PANEL GROUND BUS - SEE ONE-LINE DIAGRAM FOR SIZE Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 3 : 3 8 P M E-500 DETAILS EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 NTS1CONCRETE ENCASED DUCT BANK DETAIL NTS4DUCT BANK AT BUILDING WALL DETAIL NTS5HOUSEKEEPING PAD DETAIL NTS2CONDUIT STUB THROUGH BUILDING SLABS NTS6TRANSFORMER CONNECTION DETAIL NTS8GENERATOR ANCILLARY CIRCUIT DIAGRAM - FOR EACH GENERATOR NTS3GROUND BAR DETAIL - GBMGB AND HBMGB NTS9GROUND GRID DETAIL NTS7GROUND ROD DETAIL NTS10ELECTRICAL GROUND SYSTEM RISER DIAGRAM No. Description Date dwor FACP F F FS TS FS TS F F F FF F F F Y CO FACP F F FS TS FS TS F F F FF F F F Y CO S CO GENERATOR BUILDING FIRE ALARM CONTROL PANEL BATTERY CABINET POWER SUPPLY20A/1P CIRCUIT TO LIFE SAFETY PANEL GB-LS-L FIRE ALARM RISER NOTES: A.DEVICES ARE SHOWN DIAGRAMMATICALLY ONLY. FOR EXACT LOCATIONS AND QUANTITIES SEE FLOOR PLANS. B.ALL WIRING SHALL BE CLASS B UNLESS OTHERWISE NOTED. C.ALL FIRE ALARM SYSTEM RACEWAY SIZES AND CIRCUITRY REQUIREMENTS SHALL BE IN ACCORDANCE WITH EQUIPMENT MANUFACTURERS RECOMMENDATIONS AND ALL CODES THAT MAY APPLY. D. CABLING MUST BE UNIQUELY IDENTIFIED AND LABELED, AND A PERMANENT, ACCURATE RECORD OF THE IDENTIFICATION AND USE OF EACH CABLE MUST BE MADE AT THE TIME OF INSTALLATION. LABELING IS TO BE DONE WITH PERMANENT MARKERS ON CLEAR MYLAR TAPE. THE TAPE SHALL BE LONG ENOUGH SO WHEN WRAPPED ROUND THE CABLE IT WILL WRAP OVER ITSELF, PROTECTING THE WRITING. E. FACP AND OTHER PANELS SHALL BE MOUNTED WITH CLEARANCES FOR OBSERVATION AND TESTING. ALL OTHER FIRE ALARM JUNCTION BOXES SHALL BE MARKED FOR IDENTIFICATION. F. PROVIDE 120V, 20A DEDICATED BRANCH CIRCUITS TO CONTROL PANELS, TERMINAL CABINETS, ETC. AS REQUIRED. THE CIRCUIT BREAKER SHALL BE CLEARLY MARKED "FIRE ALARM CIRCUIT CONTROL" IN THE PANELBOARD DIRECTORY. PROVIDE 20A-1P CIRCUIT BREAKERS IN PANELBOARDS AS REQUIRED. G. PROVIDE SMOKE DETECTORS WITHIN 5' OF NEW POWER EXTENDER PANELS. H. I. ALL LOW VOLTAGE FIRE ALARM CIRCUITS MAY OCCUPY A COMMON CONDUIT. RUN AC POWER AND CONTROL WIRING (FAN SHUTDOWN, ETC.) IN SEPARATE CONDUIT. DO NOT RUN WITH ANY OTHER FIRE ALARM SYSTEM WIRING IN A COMMON CONDUIT. J. ALL CONDUIT MOUNTING BOXES AND PANELS SHALL BE HUNG AND FASTENED WITH FITTINGS TO ENSURE POSITIVE GROUNDING THROUGHOUT THE ENTIRE SYSTEM. K. TRANSPOSING OR CHANGING COLOR CODING OF WIRES IS NOT PERMITTED. ALL CONDUCTORS IN CONDUIT CONTAINING MORE THAN ONE WIRE SHALL BE LABELED ON EACH END WITH "E-Z MARKERS", OR ENGINEER APPROVED EQUAL LABELING SYSTEM. L. CONDUCTORS IN CABINETS SHALL BE FORMED AND HARNESSED SO THAT EACH DROPS OFF DIRECTLY OPPOSITE ITS TERMINAL. M. ALL WIRING SHALL BE CHECKED AND TESTED TO ENSURE THAT THERE ARE NO GROUNDS, OPENS, OR SHORTS. N. WIRING COLOR CODES SHALL BE CONSISTENT THROUGHOUT THE SYSTEM AND SHALL ALLOW FOR EASY IDENTIFICATION OF INITIATING, INDICATING AND AUXILIARY CONTROL CIRCUITS. O. THE FIRE ALARM RISER DENOTES THE GENERAL ARRANGEMENT OF THE SYSTEM WITH TYPICAL DEVICES AND MINIMUM QUANTITIES OF TERMINAL CABINETS & POWER BOOSTERS. PROVIDE ADDITIONAL TERMINAL CABINETS, BOOSTERS, ETC. AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. P. CARBON MONOXIDE DETECTORS SHALL PRODUCE AN AUDIBLE SIGNAL DISTINCTIVE FROM THE FIRE ALARM, INITIATE A SUPERVISORY SIGNAL (AUDIBLE AND VISUAL) IN THE FACP AND FAAP AND INITIATE THE CORRESPONDING YELLOW STROBES. Q. ALL FIRE ALARM SYSTEM JUNCTION BOXES SHALL BE PAINTED RED WITH STENCIL LETTERING INDICATING "FIRE ALARM SYSTEM". R. WIRING INDICATED ON THE RISER DIAGRAM IS DIAGRAMMATIC ONLY. IT IS NOT INTENDED TO INDICATE ROUTING OR QUANTITY OF WIRES REQUIRED. PROVIDE WIRING FOR A COMPLETE SYSTEM AS REQUIRED BY SYSTEM MANUFACTURER. S. REFER TO FLOOR PLANS FOR EQUIPMENT LOCATIONS. T. CONTRACTOR SHALL SUBMIT FIRE ALARM SUBMITTAL TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL. CONTRACTOR MUST PROVIDE ALL NECESSARY SUBMITTAL INFORMATION AS REQUESTED BY AUTHORITY HAVING JURISDICTION. PROVIDE WRITTEN DOCUMENTATION, FROM THE AUTHORITY HAVING JURISDICTION, OF FIRE ALARM SYSTEM ACCEPTANCE PRIOR TO PROJECT COMPLETION. U. CONTRACTOR MUST EMPLOY NYS LICENSED PROFESSIONAL ENGINEER (PE) TO REVIEW, APPROVE AND STAMP SUBMITTAL. PROVIDE THE AUTHORITY HAVING JURISDICTION STANDARD COVER LETTER AND PE STAMP AS PART OF THE SUBMITTAL. ALL SUBMITTALS GOING TO THE AUTHORITY HAVING JURISDICTION FOR ISSUANCE OF PERMIT MUST HAVE THE STANDARD LETTER. SYSTEM & DEVICES SHALL BE COMPATIBLE WITH EXISTING HOSPITAL EDWARDS EST SERIES SYSTEM. PROVIDE PROGRAMMING TESTING AND INTEGRATION OF GENERATOR BUILDING SYSTEM INTO HOSPITAL SYSTEM BY HOSPITAL SYSTEM AUTHORIZED VENDOR AS PART OF CONTRACT. WARNING PROVIDE WARNING SIGN NEXT TO EACH 'CO' YELLOW STROBE WIRING TO NEXT DEVICE WIRING TO NEXT DEVICE WIRING TO NEXT DEVICE WIRING TO NEXT DEVICE WIRING TO NEXT DEVICE WIRING TO NEXT DEVICE CARBON MONOXIDE ELEVATED LEVELS PRESENT WHEN YELLOW STROBE IS ACTIVE KEYED NOTES: 1. 2. PROVIDE FIRE ALARM WIRING TO HOSPITAL FIRE ALARM SYSTEM IN 1.5"C PER MANUFACTURERS REQUIREMENTS. PROVIDE 4-STRAND 62.5/125 MULTIMODE FIBER FROM EXISTING BUILDING FACP TO NEW GENERATOR BUILDING REMOTE FIRE ALARM PANEL. TO DOOR ACCESS CONTROLLER AT DATA/SECURITY BACKBOARD. FACP SHALL SIGNAL ACCESS CONTROL SYSTEM TO RELEASE DOOR UPON FIRE ALARM CONDITION WITHIN THE GENERATOR BUILDING. TO HOSPITAL BUILDING 'EDWARDS EST SERIES' MAIN FIRE ALARM CONTROL PANEL SEE E-103 FOR LOCATION S 1 V. ALL FIRE ALARM WIRING WITHIN BUILDINGS SHALL BE IN RED EMT; RED PAINTED RMC IN AREAWAYS. GENERATOR BUILDING S CO EXISTING HOSPITAL FIRE ALARM CONTROL PANEL BATTERY CABINET POWER SUPPLY WARNING PROVIDE WARNING SIGN NEXT TO EACH 'CO' YELLOW STROBE WIRING TO NEXT DEVICE WIRING TO NEXT DEVICE WIRING TO NEXT DEVICE WIRING TO NEXT DEVICE WIRING TO NEXT DEVICE WIRING TO NEXT DEVICE CARBON MONOXIDE ELEVATED LEVELS PRESENT WHEN YELLOW STROBE IS ACTIVE S EXISTING HOSPITAL (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 2 Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 3 : 4 5 P M E-501 FIRE ALARM RISER EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 NTS1FIRE ALARM RISER No. Description Date dwor ARCHITECTURAL IPD BUFFALO ROCHESTER SYRACUSE UTICA IPDENGINEERING.COM EMERGENCY GENERATOR PARALLELING SWITCHGEAR (E) 3 - 500 KW/625 KVA EMERGENCY GENERATOR SETS D2HX3 TO X-RAY DIST. PANEL ON 2ND FLOOR MAIN INDOOR 15KV SERVICE SWITCHGEAR - 12.47KV, 3PH, 3W (E) 1 2 3 4 65 N NI TIE SI S#3 2000/2667kVA 3 PH K A K A SOUTH SWITCHGEAR - 3200A BUS, 480/277V, 3PH, 4W, 60HZ (E) MEDICAL OFFICE BUILDING 112.5 KVALMDP 120/208 300A/3P HMDP 277/480 60 0 A / 3 P C.T. CABINET MOB PAD MOUNT TRANSFORMER 12.47 PRI 480V SEC. 500KVA MOB PAD MOUNT SWITCH V A N1 S1 3750/4200/5250 KVA OF/FA 3 PHASE TRANSFORMER PRI. OUTDOOR SUBTATION (E) 12.47 KV, 3PH, 3W OPERATING 15 KV CLASS SWITCHGEAR (E) GROUP OPERATED AIR BREAK SWITCH (E) INC. NYSEG 34.5 KV SERVICE 80 0 A 80 0 A 80 0 A 80 0 A 80 0 A #1 #2 #3 EQUIPMENT BRANCH 2 A AS 0-800 OC 3CT'S 800/5 800A/3P RADIOLOGY A ASOC 0-800 3CT'S 800/5 800A/3P 800A/3P 800A/4P EQUIPMENT BRANCH 1 A AS 0-600 OC 3CT'S 600/5 600A/3P 600A/3P KITCHEN BRANCH A AS 0-400 OC 3CT'S 400/5 400A/3P 400A/4P CRITICAL BRANCH A AS 0-600 OC 3CT'S 600/5 600A/3P 600A/4P 4P A AS LIFE SAFETY BRANCH A AS 0-225 OC 3CT'S 225/5 225A/3P 225A/4P EMERGENCY TRANSFER SWITCHGEAR (E) DSN-2 (E) DSN-3 (E) 1500/2000kVA 3PH SWITCHGEAR #3 - 3200A BUS, 480/277V, 3PH, 4W, 60HZ (E) 32 0 0 A T / 3 2 0 0 A F NORTH SWITCHGEAR - 3200A BUS, 480/277V, 3PH, 4W, 60HZ (E) 2000/2667kVA 3PH K A SPARE SPARE SPARESPARE 32 0 0 A T / 4 0 0 0 A F SPACE 32 0 0 A T / 4 0 0 0 A F 32 0 0 A T / 4 0 0 0 A F SPARE SPARE SPARE SPARESPARE TO EMERGENCY PARALLELING SWITCHGEAR DBHC-1DBHL-1 SW-LS-ATS 4-POLE, 400A, 42kAIC SW-CR-ATS 4-POLE, 400A, 42kAIC SW-EQ-ATS 4-POLE, 400A, 42kAIC SW-OPT-ATS 4-POLE, 400A, 42kAIC SW ELEV-ATS 4-POLE, 400A, 42kAIC DIHK-3 DP ON 4TH FLR DBHE-1 D1HL8 DIHC8 D1HO8 D1HE8-1 ATS/CH3 4-POLE, 400A, 42kAIC TO CHILLER #3 TO ELEVATOR TO CHILLER #4 TDP 25 0 A T / 8 0 0 A F 25 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F TO CHILLER #2 TO CHILLER #1 TO CHILLER MCC-3N TO CHILLER MCC-1N TO CHILLER MCC-2N DBHN-1 D1LN-1D1LN-2DBHN-2 TN-2 225kVA PRI:480V SEC:120/208V (E) TN-1 225kVA PRI:480V SEC:120/208V (E) TN-3 150kVA PRI:480V SEC:120/208V (E) DLN3 DBH-LS DBHN-S DBH-EM1 80 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F SPARE SPARESPARE 40 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 25 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F ELECTRICAL MANHOLE EMH-3 ELECTRICAL MANHOLE EMH-2 ELECTRICAL MANHOLE EMH-1 (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E) (E) M M M M G G G 1HN4 (E) CBN-1 (E) GENERAL NOTES: A. CONNECTIVITY SHOWN IS BASED ON LIMITED RECORD DRAWINGS AND SITE OBSERVATION. PRIOR TO COMMENCEMENT OF WORK ELECTRICAL CONTRACTOR SHALL VERIFY CONNECTIVITY AND RATINGS SHOWN. NOTIFY ENGINEER OF DISCREPANCIES. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 3 : 5 1 P M E-600 PARTIAL POWER ONE LINE DIAGRAM - EXISTING SYSTEM EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 NTS1ONE LINE DIAGRAM - EXISTING SYSTEM No. Description Date dw®r ARCHITECTURAL BUFFALO ROCHESTER SYRACUSE UTICA IPDENGINEERING.COM IPD 3000A-3P EMERGENCY GENERATOR PARALLELING SWITCHGEAR (E) 3 - 500 KW/625 KVA EMERGENCY GENERATOR SETS D2HX3 TO X-RAY DIST. PANEL ON 2ND FLOOR TEMPORARY PORTABLE GENERATOR - 2MW 480/277V MAIN INDOOR 15KV SERVICE SWITCHGEAR - 12.47KV, 3PH, 3W (E) 1 2 3 4 65 N NI TIE SI S#3 2000/2667kVA 3 PH K A K A SOUTH SWITCHGEAR - 3200A BUS, 480/277V, 3PH, 4W, 60HZ (E) MEDICAL OFFICE BUILDING 112.5 KVALMDP 120/208 300A/3P HMDP 277/480 60 0 A / 3 P C.T. CABINET MOB PAD MOUNT TRANSFORMER 12.47 PRI 480V SEC. 500KVA MOB PAD MOUNT SWITCH V A N1 S1 3750/4200/5250 KVA OF/FA 3 PHASE TRANSFORMER PRI. OUTDOOR SUBTATION (E) 12.47 KV, 3PH, 3W OPERATING 15 KV CLASS SWITCHGEAR (E) GROUP OPERATED AIR BREAK SWITCH (E) INC. NYSEG 34.5 KV SERVICE 80 0 A 80 0 A 80 0 A 80 0 A 80 0 A #1 #2 #3 EQUIPMENT BRANCH 2 A AS 0-800 OC 3CT'S 800/5 800A/3P RADIOLOGY A ASOC 0-800 3CT'S 800/5 800A/3P 800A/3P 800A/4P EQUIPMENT BRANCH 1 A AS 0-600 OC 3CT'S 600/5 600A/3P 600A/3P KITCHEN BRANCH A AS 0-400 OC 3CT'S 400/5 400A/3P 400A/4P CRITICAL BRANCH A AS 0-600 OC 3CT'S 600/5 600A/3P 600A/4P 4P A AS LIFE SAFETY BRANCH A AS 0-600 OC 3CT'S 600/5 600A/3P 600A/4P EMERGENCY TRANSFER SWITCHGEAR (E) DSN-2 (E) DSN-3 (E) 1500/2000kVA 3PH SWITCHGEAR #3 - 3200A BUS, 480/277V, 3PH, 4W, 60HZ (E) 32 0 0 A T / 3 2 0 0 A F NORTH SWITCHGEAR - 3200A BUS, 480/277V, 3PH, 4W, 60HZ (E) 2000/2667kVA 3PH K A SPARE SPARE SPARESPARE 32 0 0 A T / 4 0 0 0 A F SPACE 32 0 0 A T / 4 0 0 0 A F 32 0 0 A T / 4 0 0 0 A F SPARE SPARE SPARE SPARESPARE TO EMERGENCY PARALLELING SWITCHGEAR TEMP DBHC-1DBHL-1 SW-LS-ATS 4-POLE, 400A, 42kAIC SW-CR-ATS 4-POLE, 400A, 42kAIC SW-EQ-ATS 4-POLE, 400A, 42kAIC SW-OPT-ATS 4-POLE, 400A, 42kAIC SW ELEV-ATS 4-POLE, 400A, 42kAIC DIHK-3 DP ON 4TH FLR DBHE-1 D1HL8 DIHC8 D1HO8 D1HE8-1 ATS/CH3 4-POLE, 400A, 42kAIC TO CHILLER #3 TO ELEVATOR TO CHILLER #4 TDP 25 0 A T / 8 0 0 A F 25 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F TO CHILLER #2 TO CHILLER #1 TO CHILLER MCC-3N TO CHILLER MCC-1N TO CHILLER MCC-2N DBHN-1 D1LN-1D1LN-2DBHN-2 TN-2 225kVA PRI:480V SEC:120/208V (E) TN-1 225kVA PRI:480V SEC:120/208V (E) TN-3 150kVA PRI:480V SEC:120/208V (E) DLN3 DBH-LS DBHN-S DBH-EM1 80 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F SPARE SPARESPARE 40 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 25 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F ELECTRICAL MANHOLE EMH-3 ELECTRICAL MANHOLE EMH-2 ELECTRICAL MANHOLE EMH-1 (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E)(E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E) (E) M M M M G G G G 2 1HN4 (E) 1 3 3 CBN-1 (E) 50A-2P T-TEMP 30kVA PRI:480V SEC:120/240V 4 5 6 7 100A-3P DRAWING KEYNOTES: 1. DISCONNECT BUSWAY CONNECTION AT EXISTING EMERGENCY SWITCHGEAR. USING BUSWAY HOLES LEFT OVER FROM REMOVAL OF BUSWAY CONNECTION, PROVIDE BOLT ON COMPRESSION LUGS TO ACCOMMODATE TEMPORARY GENERATOR FEEDERS. 2. CONSTRUCTION MANAGER WILL FURNISH TEMPORARY GENERATOR AND TEMPORARY CABLE TO SITE. ELECTRICAL CONTRACTOR TO INSTALL TEMPORARY CABLES AND TERMINATE. FOR BIDDING PURPOSES ASSUME 8 SETS PER PHASE OF #4/0 DLO CABLE FOR TEMPORARY FEEDERS. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE AUTO-START CIRCUIT IN CONDUIT BETWEEN THE EXISTING PARALLELING GEAR, THE CURRENT LOCATION OF THE AUTOMATIC START CIRCUIT, AND THE TEMPORARY GENERATOR SO THAT LOSS OF COMMERCIAL POWER AT ANY OF THE TRANSFER SWITCHES AUTOMATICALLY STARTS THE TEMPORARY GENERATOR AND TRANSFER SWITCHES TRANSFER TO GENERATOR POWER. TEST PROPER AUTOMATIC OPERATION BY SIMULATING A LOSS OF COMMERCIAL POWER ON AT LEAST 4 OF THE EXISTING TRANSFER SWITCHES (LIFE SAFETY, CRITICAL BRANCH, SW-LS-ATS AND SW-CR-ATS). TESTING OF THESE FOUR TRANSFER SWITCHES SHALL BE SEPARATE TESTS. SUBMIT TEST REPORT TO OWNER AND ENGINEER. ELECTRICAL CONTRACTOR SHALL STAFF FACILITY 24HRS A DAY UNTIL AUTOMATIC START OF TEMPORARY GENERATOR AND TRANSFER TO GENERATOR POWER IS DEMONSTRATED. THE PARALLELING GEAR WILL REMAIN UNTIL THE NEW SYSTEM IS ONLINE. ONCE THE NEW SYSTEM IS PROVIDED AND TESTED, REMOVE EXISTING PARALLELING GEAR. 4. PROVIDE NEW 50A-2P SQUARE D CIRCUIT BREAKER IN EXISTING EQUIPMENT BRANCH PANEL BOARD DBHE-1 FOR TEMPORARY GENERATOR SHORE POWER. PROVIDE CIRCUIT BREAKER MODEL HJL26050. 5. PROVIDE 2#8 & 1#10G IN 3/4"C FROM DBHE-1 TO PRIMARY OF TRANSFORMER T-TEMP. 6. PROVIDE TEMPORARY 30kVA SINGLE PHASE TRANSFORMER T-TEMP WITH NEMA 3R ENCLOSURE LOCATED IN AREAWAY. REFER TO E-102 FOR ADDITIONAL INFORMATION. 7. PROVIDE 3#2 & 1#8G IN 1-1/4"C FROM TRANSFORMER T-TEMP SECONDARY TO DS-TEMP AND FROM DS-TEMP TO TEMPORARY GENERATOR SHORE POWER PANEL. # Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 3 : 5 9 P M E-601 POWER ONE LINE DIAGRAM - TEMPORARY POWER EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 NTS1TEMP POWER DISTRIBUTION No. Description Date 3000A-3P EMERGENCY GENERATOR PARALLELING SWITCHGEAR (E) 3 - 500 KW/625 KVA EMERGENCY GENERATOR SETS D2HX3 TO X-RAY DIST. PANEL ON 2ND FLOOR TEMPORARY PORTABLE GENERATOR - 2MW 480/277V MAIN INDOOR 15KV SERVICE SWITCHGEAR - 12.47KV, 3PH, 3W (E) 1 2 3 4 65 N NI TIE SI S#3 2000/2667kVA 3 PH K A K A SOUTH SWITCHGEAR - 3200A BUS, 480/277V, 3PH, 4W, 60HZ (E) MEDICAL OFFICE BUILDING 112.5 KVALMDP 120/208 300A/3P HMDP 277/480 60 0 A / 3 P C.T. CABINET MOB PAD MOUNT TRANSFORMER 12.47 PRI 480V SEC. 500KVA MOB PAD MOUNT SWITCH V A N1 S1 3750/4200/5250 KVA OF/FA 3 PHASE TRANSFORMER PRI. OUTDOOR SUBTATION (E) 12.47 KV, 3PH, 3W OPERATING 15 KV CLASS SWITCHGEAR (E) GROUP OPERATED AIR BREAK SWITCH (E) INC. NYSEG 34.5 KV SERVICE 80 0 A 80 0 A 80 0 A 80 0 A 80 0 A #1 #2 #3 EQUIPMENT BRANCH 2 A AS 0-800 OC 3CT'S 800/5 800A/3P RADIOLOGY A ASOC 0-800 3CT'S 800/5 800A/3P 800A/3P 800A/4P EQUIPMENT BRANCH 1 A AS 0-600 OC 3CT'S 600/5 600A/3P 600A/3P KITCHEN BRANCH A AS 0-400 OC 3CT'S 400/5 400A/3P 400A/4P CRITICAL BRANCH A AS 0-600 OC 3CT'S 600/5 600A/3P 600A/4P 4P A AS LIFE SAFETY BRANCH A AS 0-600 OC 3CT'S 600/5 600A/3P 600A/4P EMERGENCY TRANSFER SWITCHGEAR (E) DSN-2 (E) DSN-3 (E) 1500/2000kVA 3PH SWITCHGEAR #3 - 3200A BUS, 480/277V, 3PH, 4W, 60HZ (E) 32 0 0 A T / 3 2 0 0 A F NORTH SWITCHGEAR - 3200A BUS, 480/277V, 3PH, 4W, 60HZ (E) 2000/2667kVA 3PH K A SPARE SPARE SPARESPARE 32 0 0 A T / 4 0 0 0 A F SPACE 32 0 0 A T / 4 0 0 0 A F 32 0 0 A T / 4 0 0 0 A F SPARE SPARE SPARE SPARESPARE TO EMERGENCY PARALLELING SWITCHGEAR TEMP DBHC-1DBHL-1 SW-LS-ATS 4-POLE, 400A, 42kAIC SW-CR-ATS 4-POLE, 400A, 42kAIC SW-EQ-ATS 4-POLE, 400A, 42kAIC SW-OPT-ATS 4-POLE, 400A, 42kAIC SW ELEV-ATS 4-POLE, 400A, 42kAIC DIHK-3 DP ON 4TH FLR DBHE-1 D1HL8 DIHC8 D1HO8 D1HE8-1 ATS/CH3 4-POLE, 400A, 42kAIC TO CHILLER #3 TO ELEVATOR TO CHILLER #4 TDP 25 0 A T / 8 0 0 A F 25 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F TO CHILLER #2 TO CHILLER #1 TO MCC-3N TO MCC-1N TO MCC-2N DBHN-1 D1LN-1D1LN-2DBHN-2 TN-2 225kVA PRI:480V SEC:120/208V (E) TN-1 225kVA PRI:480V SEC:120/208V (E) TN-3 150kVA PRI:480V SEC:120/208V (E) DLN3 DBH-LS DBHN-S DBH-EM1 80 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F SPARE SPARESPARE 40 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 25 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F ELECTRICAL MANHOLE EMH-3 ELECTRICAL MANHOLE EMH-2 ELECTRICAL MANHOLE EMH-1 (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E) (E) M M M M G G G G 1HN4 (E) 1 1 1 2 3 3 3 3 3 3 4 4 3 3 3 3 3 3 4 4 44 4 4 4 4 4 4 4 4 4 4 FED OVERHEAD FED OVERHEAD FED FROM UG FED FROM UG FED FROM UGFED FROM UGFED OVERHEAD 5 CBN-1 (E) 6 DRAWING KEYNOTES: 1. REMOVE GENERATOR AND ALL ASSOCIATED CONDUIT AND WIRING. REMOVE ANCILLARY CIRCUITS AND CONTROL CIRCUITS BACK TO SOURCE. TRACE AND FIELD VERIFY SOURCE. REMOVE GENERATOR FROM BUILDING AND TURN OVER TO OWNER AT LOCATION AT SITE DIRECTED BY OWNER. DRAIN FUEL FROM GENERATOR AND LEGALLY DISPOSE. 2. REMOVE PARALLELING GEAR AND ALL ASSOCIATED CONDUIT AND WIRING. REMOVE ANCILLARY CIRCUITS AND CONTROL CIRCUITS BACK TO SOURCE. TRACE AND FIELD VERIFY SOURCE. 3. REMOVE EXISTING CONTROL WIRING AND ASSOCIATED CONDUIT FROM EXISTING TRANSFER SWITCH TO EXISTING PARALLELING GEAR AND EXISTING GENERATORS. 4. REMOVE FEEDER (CONDUIT AND WIRING) COMPLETE FROM SOURCE TO EQUIPMENT. IF FEEDER FOR REMOVAL IS NOTED AS 'FED FROM UG', REMOVE CONDUCTORS AND ANY EXPOSED CONDUIT ABOVE FLOOR LEVEL. ABANDON UNDERGROUND/UNDER-SLAB CONDUIT, CUT FLUSH WITH FLOOR, CAP AND INFILL. 5. REMOVE INDICATOR LAMPS IN INCOMING SECTION AND ASSOCIATED WIRING. PROVIDE BLANKS ON LAMPS AND REMOVE ALL LABELLING. 6. REMOVE BUSWAY. # Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 4 : 0 7 P M E-602 POWER ONE LINE DIAGRAM - REMOVALS EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 NTS1POWER DISTRIBUTION - REMOVALS No. Description Date dwor ARCHITECTURAL BUFFALO ROCHESTER SYRACUSE UTICA IPDENGINEERING.COM IPD D2HX3 TO X-RAY DIST. PANEL ON 2ND FLOOR 2000/2667kVA 3 PH K A K A SOUTH SWITCHGEAR - 3200A BUS, 480/277V, 3PH, 4W, 60HZ (E) EQUIPMENT BRANCH 2 A AS 0-800 OC 3CT'S 800/5 800A/3P RADIOLOGY A ASOC 0-800 3CT'S 800/5 800A/3P 800A/3P 800A/4P EQUIPMENT BRANCH 1 A AS 0-600 OC 3CT'S 600/5 600A/3P 600A/3P KITCHEN BRANCH A AS 0-400 OC 3CT'S 400/5 400A/3P 400A/4P CRITICAL BRANCH A AS 0-600 OC 3CT'S 600/5 600A/3P 600A/4P 4P A AS LIFE SAFETY BRANCH A AS 0-225 OC 3CT'S 225/5 225A/3P 225A/4P EMERGENCY TRANSFER SWITCHGEAR (E) DSN-2 (E) DSN-3 (E) 1500/2000kVA 3PH SWITCHGEAR #3 - 3200A BUS, 480/277V, 3PH, 4W, 60HZ (E) 32 0 0 A T / 3 2 0 0 A F NORTH SWITCHGEAR - 3200A BUS, 480/277V, 3PH, 4W, 60HZ (E) 2000/2667kVA 3PH K A SPARE SPARE 32 0 0 A T / 4 0 0 0 A F SPACE 32 0 0 A T / 4 0 0 0 A F 32 0 0 A T / 4 0 0 0 A F DBHC-1DBHL-1 SW-LS-ATS 4-POLE, 400A, 42kAIC SW-CR-ATS 4-POLE, 400A, 42kAIC SW-EQ-ATS 4-POLE, 400A, 42kAIC SW-OPT-ATS 4-POLE, 400A, 42kAIC SW ELEV-ATS 4-POLE, 400A, 42kAIC DIHK-3 DP ON 4TH FLR DBHE-1 D1HL8 DIHC8 D1HO8 D1HE8-1 ATS/CH3 4-POLE, 400A, 42kAIC TO CHILLER #3 TO ELEVATOR TO CHILLER #4 TDP 25 0 A T / 8 0 0 A F 25 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F TO CHILLER #2 TO CHILLER #1 TO CHILLER MCC-3N MCC-2N DBHN-1 D1LN-1 D1LN-2 DBHN-2 TN-2 225kVA PRI:480V SEC:120/208V (E) TN-1 225kVA PRI:480V SEC:120/208V (E) TN-3 150kVA PRI:480V SEC:120/208V (E) DLN3 DBH-LS DBHN-S DBH-EM1 80 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F SPARE 40 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 25 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 22 5 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) M M M M 1HN4 (E) VPI HOSPITAL EES DOUBLE ENDED SUBSTATION 'USS-EES' 4000A, 480V-3P-4W, 100KAIC 40 0 0 A T / 4 0 0 0 A F FEEDER FROM CEP 12.47KV SWITCHGEAR FEEDER FROM CEP 12.47KV SWITCHGEAR FEEDER FROM CEP 12.47KV SWITCHGEAR 12.47kV 480/277V 2500kVA 3325kVA(FA) 60 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F SP A C E 40 0 0 A T / 4 0 0 0 A F VPI 12.47kV 480/277V 2500kVA 3325kVA(FA) TIE PULL SECTION TIE CIRCUIT BREAKER NC 60 0 A B U S 1 5 k V NC 60 0 A B U S 1 5 k V SECONDARY MAIN #2 SECONDARY MAIN #1 25 0 0 A T / 3 0 0 0 A F TO PARALLELING SWITCHGEAR 'GPSG'TO PARALLELING SWITCHGEAR 'GPSG' 3-POLE, 600A, 65kAIC TO DP-ATS-SB-2 TO DP-ATS-SB-1 TO DP-ATS-MCC TO DP-ATS-SB-2 TO DP-ATS-SB-2 ATS-CH-1 3-POLE, 600A, 65kAIC ATS-CH-2 3-POLE, 800A, 65kAIC ATS-CH-4 4-POLE, 600A, 65kAIC ATS-MCC 4-POLE, 800A, 65kAIC ATS-SB-1 4-POLE, 800A, 65kAIC ATS-SB-2 TO SW-LS-ATS TO ATS-SB-2 TO ATS-SB-1 TO SOUTH SWITCHGEAR TO SWGR #3 TO SWGR #3 TO NORTH SWITCHGEAR DP-ATS-MCC DP-ATS-SB-1 DP-ATS-SB-2 600A-3P 350A-3P 350A-3P TO TDP 400A-3P 1 1 2 4 4 4 4 4 4 4 4 4 4 4 4 LSIGI SP A C E LSIGI LSIGILSI LSI LSI LSI LSI LSI LSI LSI 60 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 40 0 A T / 8 0 0 A F SPARESPARE 60 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 80 0 A T / 8 0 0 A F 60 0 A T / 8 0 0 A F TO SOUTH SWITCHGEAR TO SOUTH SWITCHGEAR TO SWGR #3 TO CHILLER #1 TO CHILLER #2 TO CHILLER #4 TO MCC-3N 400A-3P TO MCC-2N 400A-3P TO MCC-1N 200A-3P 225A-3P TO TN1 TO TN2 TO TN3 2 2 TO DBHN-1 TO DBHN-2 TO DBHN-S TO 1HN4C 400A-3P 400A-3P 200A-3P 200A-3P 200A-3P 200A-3P 200A-3P 200A-3P TO ATS-CH-2 TO ATS-CH-1 TO ATS-CH-2 TO ATS-CH-1 (E) (E) SPARE TO DP-ATS-SB-2 TO DP-ATS-SB-1 TO DP-ATS-SB-1 SPARE TO ATS-MCC TO ATS-CH-4 TO ATS-CH-4 (E) TO DP-ATS-MCC (E) MCC-1N TO DP-ATS-MCC (E) TO DP-ATS-SB-1 3 4 3 4 3 4 3 4 3 4 3 4 800A-3P MCB 800A-3P MCB 600A-3P MCB 6 7 F2G F1G F8G F7G F6G F5G F4G F3G F3N F4N F5N F6N F7N F8N F4N F3NF10NF8N F9N F5NF7N F6N F11N F6LB F6LC F7LD F7LB F7LC F6LA F6LB F5L F7LD F8LA F8LB F7LC F7LBF7LA F6LC F8LD F8LC F4L F3L F12L F13L FDG FEG 'USS-EES' LBS-1 'USS-EES' LBS-2 F3L F4L F5L F6L F7L F8L F6LA F7LA F8LB F8LD F8LC F8LA F11N 8 F14L 100A-3P TO GB-N-H 300A-3P TO GB-EQ-H 60A-3P TO GB-LS-H 4000AT/4000AF NO LSIGI 10 CBN-1 (E) 11 DRAWING KEYNOTES: 1. DOUBLE ENDED SUBSTATION FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. EQUIPMENT SHALL BE SHIPPED TO SITE BY VENDOR. E.C. SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL UNIT SUBSTATION COMPLETE. 2. PANELBOARD FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. EQUIPMENT SHALL BE SHIPPED TO SITE BY VENDOR. E.C. SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL PANELBOARDS COMPLETE. 3. TRANSFER SWITCHES FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. EQUIPMENT SHALL BE SHIPPED TO SITE BY VENDOR. E.C. SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL TRANSFER SWITCHES COMPLETE. 4. REFER TO DRAWING E-604 FOR CONTROL SYSTEM WORK REQUIRED TO INTEGRATE GENERATORS, PARALLELING GEAR AND NEW AND EXISTING TRANSFER SWITCHES. 5. GENERATORS FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. GENERATOR SHALL BE SHIPPED TO SITE BY VENDOR. E.C. SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL GENERATORS COMPLETE. 6. SOURCE FOR GENERATOR BUILDING 'GB-LS-H'. PROVIDE NEW 60A-3P CIRCUIT BREAKER IN EXISTING SQUARE D I-LINE PANELBOARD. PROVIDE BREAKER MODEL HJ060. 7. SOURCE FOR GENERATOR BUILDING 'GB-EQ-H'. PROVIDE NEW 300A-3P CIRCUIT BREAKER IN EXISTING SQUARE D I-LINE PANELBOARD. PROVIDE BREAKER MODEL LG400. 8. SOURCE FOR GENERATOR BUILDING 'GB-N-H'. UTILIZE EXISTING 100A-3P CIRCUIT BREAKER IN THE INDICATED PANEL. 9. PARALLELING SWITCHGEAR FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. SWITCHGEAR SHALL BE SHIPPED TO SITE BY VENDOR. E.C. SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL COMPLETE. 10. ADJUST TRIP SETTING TO 400A. 11. REMOVE TEMPORARY GENERATOR FEEDERS AND LUGS. USING BUSWAY HOLES LEFT OVER FROM REMOVAL OF BUSWAY CONNECTION, PROVIDE TWO HOLE BOLT ON COMPRESSION LUGS TO ACCOMMODATE PERMANENT FEEDER FROM USS-EES. VERIFY LUG HOLE SPACING MATCHES EXISTING HOLES IN BUS. NOTIFY ENGINEER OF DISCREPANCIES. # FXX15 KV MV-105 COPPER FEEDER SCHEDULE FEEDER DESIGNATION FROM TO DESCRIPTION GENERATOR #1 GPSG 3#3/0, PLUS 1#4/0 600V G, 4"CFBG GENERATOR #2 GPSG 3#3/0, PLUS 1#4/0 600V G, 4"CFCG GPSG USS-EES LBS-1 3#3/0, PLUS 1#3/0 600V G, 4"CFDG GPSG USS-EES LBS-2 3#3/0, PLUS 1#3/0 600V G, 4"CFEG FXX600V COPPER FEEDER SCHEDULE FEEDER DESIGNATION FROM TO DESCRIPTION F1G USS-EES TIE CB USS-EES TIE PULL SECTION 10 SETS(4#600, 1#500, 4"C) F2G USS-EES EMER TRANSFER SWITCHGEAR 6 SETS(4#600, 1#350G, 4"C) F3N SOUTH SWITCHGEAR ATS-CH-1 2 SETS(4#350, 1#1G, 3"C) F3G USS-EES ATS-CH-1 2 SETS(4#350, 1#1G, 3"C) F3L ATS-CH-1 CHLLER #1 2 SETS(4#350, 1#1G, 3"C) F4N SOUTH SWITCHGEAR ATS-CH-2 2 SETS(4#350, 1#1G, 3"C) F4G USS-EES ATS-CH-2 2 SETS(4#350, 1#1G, 3"C) F4L ATS-CH-2 CHILLER #2 2 SETS(4#350, 1#1G, 3"C) F5N SWITCHGEAR #3 ATS-CH-4 2 SETS(4#500, 1#1/0G, 3-1/2"C) F5G USS-EES ATS-CH-4 2 SETS(4#500, 1#1/0G, 3-1/2"C) F5L ATS-CH-4 CHILLER #4 2 SETS(4#500, 1#1/0G, 3-1/2"C) F6N SWITCHGEAR #3 ATS-MCC 2 SETS(4#350, 1#1G, 3"C) F6G USS-EES ATS-MCC 2 SETS(4#350, 1#1G, 3"C) F6L ATS-MCC DP-ATS-MCC 2 SETS(4#350, 1#1G, 3"C) F6LA DP-ATS-MCC MCC-1N 4#500, 1#2G, 3-1/2"C F6LB DP-ATS-MCC MCC-2N 4#500, 1#2G, 3-1/2"C F6LC DP-ATS-MCC MCC-3N 4#3/0, 1#6G, 2"C F7N SWITCHGEAR #3 ATS-SB-1 2 SETS(4#500, 1#1/0G, 3-1/2"C) F7G USS-EES ATS-SB-1 2 SETS(4#500, 1#1/0G, 3-1/2"C) F7L ATS-SB-1 DP-ATS-SB-1 2 SETS(4#500, 1#1/0G, 3-1/2"C) F7LA DP-ATS-SB-1 TN1 3#400, 1#3G, 3"C F7LB DP-ATS-SB-1 TN2 3#400, 1#3G, 3"C F7LC DP-ATS-SB-1 TN3 3#4/0, 1#4G, 2-1/2"C F7LD DP-ATS-SB-1 TDP 2 SETS(4#350, 1#1G, 3"C) F8N NORTH SWITCHGEAR ATS-SB-2 2 SETS(4#500, 1#1/0G, 3-1/2"C) F8G USS-EES ATS-SB-2 2 SETS(4#500, 1#1/0G, 3-1/2"C) F8L ATS-SB-2 DP-ATS-SB-2 2 SETS(4#500, 1#1/0G, 3-1/2"C) F8LA DP-ATS-SB-2 DBHN-1 4#500, 1#2G, 3-1/2"C F8LB DP-ATS-SB-2 DBHN-2 4#500, 1#2G, 3-1/2"C F8LC DP-ATS-SB-2 DBHN-S 4#500, 1#2G, 3-1/2"C F8LD DP-ATS-SB-2 1HN4 4#3/0, 1#6G, 2"C F9N NORTH SWITCHGEAR LIFE SAFEY ATS 4#4/0, 1#4G, 2-1/2"C F10N SOUTH SWITCHGEAR SW ELEV-ATS F11N SOUTH SWITCHGEAR SW-LS-ATS 4#500, 1#2G, 3-1/2"C F12L DBHL-1 GB-LS-H 4#6, 1#8, 1"C F12LA GB-LS-H T-GB-LS-L 3#10, 1#10G, 1/2"C F12LB T-GB-LS-L GB-LS-L 4#6, 1#8, 1"C F13L DBHE-1 GB-EQ-H 4#350, 1#4G, 3"C F13LA GB-EQ-H T-GB-EQ-L 3#8, 1#10G, 3/4"C F13LB T-GB-EQ-L GB-EQ-L 4#2, 1#8G, 1-1/2"C F14L DBHN-S GB-N-H 4#6, 1#8, 1"C F14LA GB-N-H T-GB-N-L 3#10, 1#10G, 1/2"C 4#500, 1#2G, 3-1/2"C F14LB T-GB-N-L GB-N-L 4#6, 1#8, 1"C F13LC GB-EQ-H T-GENHTR-1 2#10, 1#10G, 1/2"C F13LD T-GENHTR-1 2#8, 1#10G, 3/4"CDS-GENHTR-1 F13LE GB-EQ-H T-GENHTR-2 2#10, 1#10G, 1/2"C F13LF T-GENHTR-2 2#8, 1#10G, 3/4"CDS-GENHTR-2 25 0 A T / 1 2 0 0 A F MASTER CONTROL CUBICAL 25 0 A T / 1 2 0 0 A F 25 0 A T / 1 2 0 0 A F 20 0 A T / 1 2 0 0 A F XX X X A T / 1 2 0 0 A F XX X X A T / 1 2 0 0 A F 20 0 A T / 1 2 0 0 A F XX X X A T / 1 2 0 0 A F XX X X A T / 1 2 0 0 A F PARALLELING SWITCHGEAR 'GPSG' 15kV, 1200A, 3PH, 3W GENERATOR #1 2.0MW 12.47kV GENERATOR #2 2.0MW 12.47kV FUTURE GENERATOR #3 2.0MW 12.47kVTO HOSPITAL EES MAIN DOUBLE-ENDED SUBSTATION USS-EES LBS-1 TO HOSPITAL EES MAIN DOUBLE-ENDED SUBSTATION USS-EES LBS-2 9 5 5 4 SPARESPARE SP A R E SP A R E SPACESPACE 4 FBGFCGFDGFEG 4 G G G GB-N-H 60A-3P MCB 30A-3P FROM DBHN-S T-GB-N-L 15kVA PRI: 480V SEC: 120/208V GB-N-L 60A-3P MCB F14L F14LA F14LB GB-EQ-H 300A-3P MCB 50A-3P FROM DBHE-1 T-GB-EQ-L 30kVA PRI: 480V SEC: 120/208V GB-EQ-L 100A-3P MCB F13L F13LA F13LB GB-LS-H 60A-3P MCB 30A-3P FROM DBHL-1 T-GB-LS-L 15kVA PRI: 480V SEC: 120/208V GB-LS-L 60A-3P MCB F12L F12LA F12LB 30A-2P 30A-2P T-GENHTR-1 15kVA PRI: 480V SEC: 120/240V TO GENERATOR #1 HEATER BOX T-GENHTR-2 15kVA PRI: 480V SEC: 120/240V TO GENERATOR #2 HEATER BOX DS-GENHTR-1 DS-GENHTR-2 F13LC F13LD F13LE F13LF 50A-3P 50A-3P GENERAL NOTES: A. THE OWNER HAS ENGAGED GE/ABB TO PROVIDE A POWER STUDY CONSISTING OF SHORT CIRCUIT, COORDINATION AND ARC FLASH. ON THE NORMAL POWER SIDE, THE STUDY SHALL INCLUDE FROM THE SOURCE OUTDOOR SUBSTATION, DOWNSTREAM TO THE PRIMARY 15KV GEAR, THROUGH THE UNIT SUBSTATIONS, NEW TRANSFER SWITCHES TO NEW PANELBOARDS. ON THE GENERATOR POWER SIDE, THE STUDY SHALL INCLUDE FROM THE GENERATORS, DOWNSTREAM TO THE PARALLELING SWITCHGEAR, THROUGH THE UNIT SUBSTATION, NEW TRANSFER SWITCHES TO NEW PANELBOARDS. THE ELECTRICAL CONTRACTOR SHALL ACCESS EXISTING EQUIPMENT TO GATHER DATA. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FIELD INVESTIGATIONS TO GATHER AND RELAY THE FOLLOWING INFORMATION TO GE/ABB: 1. MEDIUM VOLTAGE FEEDER LENGTHS (EXISTING AND NEW): TYPE AND SIZE ALONG WITH TYPE OF CONDUIT CONDUCTORS ARE INSTALLED IN. 2. 480V FEEDERS DOWNSTREAM FROM UNIT SUBSTATIONS, THROUGH NEW TRANSFER SWITCHES (NORMAL SIDE, GENERATOR SIDE AND LOAD SIDE) TO FIRST DOWNSTREAM PANELBOARD: TYPE AND SIZE ALONG WITH TYPE OF CONDUIT CONDUCTORS ARE INSTALLED IN. 3. MEDIUM VOLTAGE FUSES. 4. OUTDOOR SUBSTATION TRANSFORMER AND EXISTING UNIT SUBSTATION TRANSFORMER: RATINGS AND IMPEDANCES. 5. CIRCUIT BREAKERS FOR ALL CIRCUIT BREAKERS IN ALL THREE EXISTING UNIT SUBSTATIONS: MAKE, MODEL AND CATOLOGUE NUMBER. THE LIST ABOVE IS PRELIMINARY AND FOR BIDDING PURPOSES. GE/ABB WILL PROVIDE ACTUAL LIST OF DATA TO BE GATHERED BY THE ELECTRICAL CONTRACTOR. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 4 : 1 5 P M E-603 POWER ONE LINE DIAGRAM - NEW WORK EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 NTS1ONE LINE DIAGRAM - 1 OF 2 NTS2ONE LINE DIAGRAM - 2 OF 2 No. Description Date GENERATOR 1 REMOTE ANNUNCIATOR GENERATOR 2 REMOTE ANNUNCIATOR FUTURE GENERATOR 3 REMOTE ANNUNCIATOR ATS-CH-1SW-OPT-ATS GRAP ATS/CH3SW-ELEV-ATS ATS-CH-2 ATS-CH-4 ATS-MCC ATS-SB-1 ATS-SB-2SW-EQ-ATSSW-CR-ATSSW-LS-ATSRADIOLOGYEQUIPMENT BRANCH 2 EQUIPMENT BRANCH KITCHENCRITICAL BRANCH LIFE SAFETY BRANCH EMERGENCY TRANSFER SWITCHGEAR (E) GEN 1 2000KW 12.47KV GEN 2 2000KW 12.47KV ATS-X-X FUTURE (PHASE 2) ATS-X-X FUTURE (PHASE 2) ATS-X-X FUTURE (PHASE 2) ATS-X-X FUTURE (PHASE 2) ATS-X-X FUTURE (PHASE 2) (E) (E) (E) (E) (E) (E)(E)(E)(E)(E)(E)(E) GENERATOR PARALLELING SWITCHGEAR, 15KV 3PH,3W GG 1 2 3 4 5 6 7 8 9 10 11 12 13 13 13 13 13 13 14 14 14 14 14 16 16 16 15 15 17 GRAP IN COMMON 2"C 18 IN COMMON 4"C FROM GENERATOR BUILDING INTO HOSPITAL 18 E E E A B A B MASTER CONTROL SECTION C C D E F G G H H H H H H H H H H H H H H H H H H I BATTERY SYSTEM 1 BATTERY SYSTEM 2 BEST BATTERY SELECTOR 125VDC DISTRIBUTION PANEL J K L L L K 1 JB M GEN 3 (FUTURE) 1 1 DRAWING KEYNOTES: 1. EXISTING TRANSFER SWITCH ATS SHALL REMAIN. ATS IS A 480/277V 3-PHASE, 4-WIRE 225A RUSSELECTRIC ATS, MODEL NUMBER RTS30-ATB2254AOOV-RPTCS03, SERIAL NUMBER 38666-1A. NEW PARALLELING GEAR SHALL PROVIDE TRANSFER SWITCH STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT CONTROLS. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN EXISTING ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 2. EXISTING TRANSFER SWITCH ATS SHALL REMAIN. ATS IS A 480/277V 3-PHASE, 4-WIRE 600A RUSSELECTRIC ATS, MODEL NUMBER RTS30-ATB6004AOOV-RPTCS03, SERIAL NUMBER 38666-2A. NEW PARALLELING GEAR SHALL PROVIDE TRANSFER SWITCH STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT CONTROLS. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN EXISTING ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 3. EXISTING TRANSFER SWITCH ATS SHALL REMAIN. ATS IS A 480/277V 3-PHASE, 4-WIRE 400A RUSSELECTRIC ATS, MODEL NUMBER RTS30-ATB4004AOOV-RPTCS03, SERIAL NUMBER 38666-4A. NEW PARALLELING GEAR SHALL PROVIDE TRANSFER SWITCH STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT CONTROLS. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN EXISTING ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 4. EXISTING TRANSFER SWITCH ATS SHALL REMAIN. ATS IS A 480V 3-PHASE, 3-WIRE 600A RUSSELECTRIC ATS, MODEL NUMBER RTS30-ATB6003BOOV-RPTCS03, SERIAL NUMBER 38666-5A. NEW PARALLELING GEAR SHALL PROVIDE TRANSFER SWITCH STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT CONTROLS. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN EXISTING ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 5. EXISTING TRANSFER SWITCH ATS SHALL REMAIN. ATS IS A 480V 3-PHASE, 3-WIRE 800A RUSSELECTRIC ATS, MODEL NUMBER RTS30-ATB8003BOOV-RPTCS03, SERIAL NUMBER 38666-3A. NEW PARALLELING GEAR SHALL PROVIDE TRANSFER SWITCH STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT CONTROLS. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN EXISTING ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 6. EXISTING TRANSFER SWITCH ATS SHALL REMAIN. ATS IS A 480/277V 3-PHASE, 4-WIRE 800A RUSSELECTRIC ATS, MODEL NUMBER RTS30-ATB8004AOOV-RPTCS03, SERIAL NUMBER 38666-6A. NEW PARALLELING GEAR SHALL PROVIDE TRANSFER SWITCH STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT CONTROLS. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN EXISTING ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 7. EXISTING TRANSFER SWITCH ATS SHALL REMAIN. ATS IS A 480/277V 3-PHASE, 4-WIRE 400A RUSSELECTRIC ATS WITH ISOLATION BYPASS, MODEL NUMBER RTBDNB-4004CEF, SERIAL NUMBER 32151-1B. NEW PARALLELING GEAR SHALL PROVIDE TRANSFER SWITCH STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT CONTROLS. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN EXISTING ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 8. EXISTING TRANSFER SWITCH ATS SHALL REMAIN. ATS IS A 480/277V 3-PHASE, 4-WIRE 400A RUSSELECTRIC ATS WITH ISOLATION BYPASS, MODEL NUMBER RTBDNB-4004CEF, SERIAL NUMBER 32151-1C/D. NEW PARALLELING GEAR SHALL PROVIDE TRANSFER SWITCH STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT CONTROLS. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN EXISTING ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 9. EXISTING TRANSFER SWITCH ATS SHALL REMAIN. ATS IS A 480/277V 3-PHASE, 4-WIRE 400A RUSSELECTRIC ATS, MODEL NUMBER RMTD-4004CEF, SERIAL NUMBER 32151-2A. NEW PARALLELING GEAR SHALL PROVIDE TRANSFER SWITCH STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT CONTROLS. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN EXISTING ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 10. EXISTING TRANSFER SWITCH ATS SHALL REMAIN. ATS IS A 480/277V 3-PHASE, 4-WIRE 400A RUSSELECTRIC ATS, MODEL NUMBER RMTD-4004CEF, SERIAL NUMBER 32151-2C. NEW PARALLELING GEAR SHALL PROVIDE TRANSFER SWITCH STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT CONTROLS. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN EXISTING ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 11. EXISTING TRANSFER SWITCH ATS SHALL REMAIN. ATS IS A 480/277V 3-PHASE, 4-WIRE 400A RUSSELECTRIC ATS, MODEL NUMBER RMTD-4004CEF, SERIAL NUMBER 32151-2B. NEW PARALLELING GEAR SHALL PROVIDE TRANSFER SWITCH STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT CONTROLS. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN EXISTING ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 12. EXISTING TRANSFER SWITCH ATS SHALL REMAIN. ATS IS A 480/277V 3-PHASE, 4-WIRE 400A RUSSELECTRIC ATS, MODEL NUMBER RTS03-ATB4004AMF1, SERIAL NUMBER 37288-1. NEW PARALLELING GEAR SHALL PROVIDE TRANSFER SWITCH STOP/START, LOAD ADD/LOAD SHED AND TRANSFER INHIBIT CONTROLS. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN EXISTING ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 13. PROVIDE CONTROL/SIGNAL WIRING IN CONDUIT BETWEEN NEW ATS TO PARALLELING GEAR MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 14. AS PART OF OWNER'S PRE-PURCHASE VENDOR SCOPE, SYSTEM SHALL BE ABLE TO ACCOMMODATE FUTURE TRANSFER SWITCHES. 5 ARE ANTICIPATED IN A FUTURE PHASE. SYSTEMS SHALL BE REQUIRED TO ACCOMMODATE A MINIMUM OF 10 FUTURE TRANSFER SWITCHES. 15. PROVIDE CONTROL WIRING IN CONDUIT BETWEEN GENERATORS, PARALLELING GEAR AND MASTER CONTROL SECTION PER MANUFACTURER'S APPROVED SHOP DRAWINGS. 16. PROVIDE CONTROL WIRING IN CONDUIT BETWEEN GENERATORS AND MASTER CONTROL SECTION TO REMOTE ANNUNCIATORS PER MANUFACTURER'S APPROVED SHOP DRAWINGS. FOR FUTURE GENERATOR 3, LEAVE WIRING IN JUNCTION BOX ABOVE CEILING AT LOCATION OF GENERATOR #1 AND #2 ANNUNCIATOR LOCATION. REFER TO DRAWING E-103 FOR LOCATION OF REMOTE ANNUNCIATORS. 17. PROVIDE CONTROL WIRING IN CONDUIT BETWEEN EMERGENCY STOP STATIONS AND PARALLELING GEAR PER MANUFACTURER'S APPROVED SHOP DRAWINGS TO FACILITATE GENERATOR SHUTDOWN. 18. PROVIDE JUNCTION BOX(ES) TO TRANSITION FROM COMMON CONDUIT TO BRANCH CONDUITS TO FACILITATE ROUTING OF CABLING TO INDIVIDUAL EQUIPMENT. FOR ATS CONTROL WIRING PATHWAY, REFER TO KEYED NOTE 27 ON E-102 FOR ADDITIONAL INFORMATION. #GENERAL NOTES: A. OWNER'S PRE-PURCHASE VENDOR SHALL PROVIDE MODIFICATION, TESTING AND PROGRAMMING OF EXISTING TRANSFER SWITCHES TO INTEGRATE EXISTING TRANSFER SWITCHES INTO NEW SYSTEM. E.C. SHALL BE ON SITE TO PROVIDE ANCILLARY SUPPORT DURING THEIR EFFORTS. B. WIRING AND CONNECTIVITY SHOWN IS FOR BIDDING PURPOSES ONLY. E.C. SHALL PROVIDE CONTROL WIRING IN CONDUIT PER MANUFACTURER'S APPROVED SHOP DRAWINGS. NOTIFY ENGINEER OF DISCREPANCIES. C. E.C. SHALL REMOVE EXISTING CONTROL WIRING AND ASSOCIATED CONDUIT FROM EXISTING TRANSFER SWITCHES TO EXISTING PARALLELING GEAR. D. TESTING, PROGRAMMING AND COMMISSIONING OF GENERATORS, PARALLELING GEAR AND TRANSFER SWITCHES (EXISTING AND NEW) SHALL BE PROVIDED BY OWNER'S PRE-PURCHASE VENDOR. ELECTRICAL CONTRACTOR SHALL HAVE PERSONNEL ON SITE TO ASSIST PRE-PURCHASE VENDOR IN THEIR EFFORTS. CONTROL WIRING SCHEDULE FEEDER DESIGNATION CONDUIT A B C D E F G H I 22#14 - DC CONDUCTORS 4#14 - AC CABLE - - - - BELDEN 9841- - BELDEN 9841 & 94182#14 - DC 14#14 - DC - - - - 10#12 - AC - - 6#10 - AC - - 11#14 - DC - - 12#14 - DC - - J 2#8 - DC - - K 2#14 - DC - - L 1#8 - DC - - 1" 2" 1/2" 2" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 1/2" 1/2" M 2#10 - DC - - 2" Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 4 : 2 3 P M E-604 GENERATOR PLANT CONTROL/SIGNAL RISER DIAGRAM EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 NTS1GENERATOR CONTROLS RISER DIAGRAM 1 1 1 No. Description Date 1 Addendum #1 5/16/25 dwor ARCHITECTURAL IPD BUFFALO ROCHESTER SYRACUSE UTICA IPDENGINEERING.COM NOTES: 1. BREAKERS 100A OR LARGER SHALL BE ELECTRONIC LSI TYPE. 2. FOR ALL CIRCUIT BREAKERS ASSOCIATED WITH FUEL SYSTEM: CIRCUIT BREAKER SELECTIONS ARE PRELIMINARY AND FOR BIDDING PURPOSES. ELECTRICAL CONTRACTOR SHALL COORDINATE FINAL CIRCUIT BREAKER REQUIREMENTS WITH FUEL OIL SYSTEM CONTRACTOR’S FINAL EQUIPMENT SELECTIONS; NOTIFY ENGINEER OF ANY DISCREPANCIES. AUTOMATIC TRANSFER SWITCH SCHEDULE DESIGNATION LOCATION VOLTAGE PHASE POLE AMPERAGE RATING TRANSITION TYPE BYPASS TYPE NOTES OPEN ISOLATION STANDARD LIFE SAFETY 480Y/277 3 4 225A X CRITICAL BRANCH 480Y/277 3 4 600A X KITCHEN 480Y/277 3 4 400A X EQUIPMENT BRANCH #1 480Y/277 3 3 600A X EQUIPMENT BRANCH #2 480Y/277 3 3 800A X RADIOLOGY 480Y/277 3 4 800A X SW-LS-ATS 480Y/277 3 4 400A X CLOSED SW-CR-ATS 480Y/277 3 4 400A X SW-EQ-ATS 480Y/277 3 4 400A X SW-OPT-ATS 480Y/277 3 4 400A X SW-ELEV-ATS MAIN ELECTRIC ROOM 480Y/277 3 4 400A X ATS-CH-3 480Y/277 3 4 400A X ATS-CH-1 480Y/277 3 3 600A ATS-CH-2 480Y/277 3 3 600A ATS-CH-4 480Y/277 3 3 800A ATS-MCC 480Y/277 3 4 600A ATS-SB-1 480Y/277 3 4 800A ATS-SB-2 480Y/277 3 4 800A - - - - - - - - - - - - - - - - - - - - - - - - X- - X - - X - - X- - X- - X- - X- - X- - X- - X- - X- - X- - NEW EES ROOM NEW EES ROOM NEW EES ROOM NEW EES ROOM NEW EES ROOM NEW EES ROOM MAIN ELECTRIC ROOM MAIN ELECTRIC ROOM MAIN ELECTRIC ROOM MAIN ELECTRIC ROOM MAIN ELECTRIC ROOM MAIN ELECTRIC ROOM MAIN ELECTRIC ROOM MAIN ELECTRIC ROOM MAIN ELECTRIC ROOM MAIN ELECTRIC ROOM MAIN ELECTRIC ROOM X- - X- - X- - X- - X- - X- - X- - X- - X- - X- - X- - X- - 3 3 3 3 3 3 3 3 3 3 3 3 2 3 2 2 2 2 2 3 3 3 3 3 DRAWING KEYNOTES: 1. PANELBOARDS FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. EQUIPMENT SHALL BE SHIPPED TO SITE BY VENDOR. E.C. SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL PANELBOARDS COMPLETE. 2. TRANSFER SWITCHES FURNISHED BY OWNER'S PRE-PURCHASE VENDOR. EQUIPMENT SHALL BE SHIPPED TO THE SITE BY VENDOR. E.C. SHALL PROVIDE RIGGING TO UNLOAD AND SET IN PLACE. E.C. SHALL INSTALL TRANSFER SWITCHES COMPLETE. 3. REFER TO DRAWING E-604 FOR CONTROL SYSTEM WORK REQUIRED TO INTEGRATE GENERATORS, PARALLELING GEAR AND NEW AND EXISTING TRANSFER SWITCHES. 4. PANELBOARD PROVIDED BY ELECTRICAL CONTRACTOR. PANELBOARDS SHALL BE ABB/GE TO MATCH PRE-PURCHASE PACKAGE PANELBOARDS; NO SUBSTITUTIONS. # LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION LAMPS LUMENS WATTS VOLTAGE/DRIVER DESIGN BASIS ENGINEER APPROVED EQUAL L1 4' LED INDUSTRIAL FIXTURE 4000K LED 5100 35 UNV ELECTRONIC 0-10V DIMMING METALUX: 4SNX-51SL-LC-UNV-CC83-CD-1 ER - - TWO LED HEADS 0.47 UNIVERSAL 120-277V INPUT SURE-LITES: AP2SQLED30EM DUAL-HEAD EMERGENCY LIGHT FIXTURE WITH BATTERY BACKUP EXTERIOR REMOTE EMERGENCY HEAD 4000K LED UNV ELECTRONIC 0-10V DIMMING MOUNTING SUSPENDED ENGINEER APPROVED EQUAL ENGINEER APPROVED EQUAL ENGINEER APPROVED EQUAL REMARKS WALL WALL L2 EXTERIOR LED FIXTURE 4000K LED UNV ELECTRONIC 0-10V DIMMING MCGRAW EDISON: GWS-SA1A-740-RW-W-GRSBKSURFACE ENGINEER APPROVED EQUAL PROVIDE WITH INTEGRAL PHOTOCELL 2927 20 GENERAL NOTES (FOR LIGHT FIXTURE SCHEDULE): A. PROVIDE FIXTURES WITH MOUNTING HARDWARE AS REQUIRED. B. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATIONS. APPROVED EQUAL MANUFACTURERS (FOR LIGHT FIXTURE SCHEDULE) A. HUBBELL, COOPER, ACUITY, LITHONIA, H.E. WILLIAMS AND PHILIPS. 1 1 1 4 4 4 4 4 4 PANELBOARD SCHEDULE DESIGNATION LOCATION VOLTAGE PHASE WIRE BUS AMPERAGE OVERCURRENT PROTECTION KAIC RATING MOUNTING CIRCUIT COUNT CIRCUIT BREAKERS NOTESTYPE QUANTITY MCB MLO SIZE SURFACE RECESSED TRIP POLE ACTIVE SPARE SPACE DP-ATS-MCC NEW EES ROOM 480Y/277 3 4 600A X - - 600A 65 X - - NA 200A 3 1 1 - - - -400A 3 2 - - - - - - - - - - - - - - DP-ATS-SB-1 EXISTING GENERATOR ROOM 480Y/277 3 4 800A X - - 800A 65 X - - NA 600A 3 1 - - - - - - 350A 3 2 - - - - 250A 3 1 - - - - 200A 3 - - 2 - - - - - - - - - - - - DP-ATS-SB-2 EXISTING GENERATOR ROOM 480Y/277 3 4 800A X - - 800A 65 X - - NA 400A 3 3 - - - - - -200A 3 1 2 - - - - - - - - - - - - GB-LS-H GENERATOR BUILDING SWITCHGEAR ROOM 480Y/277 3 4 100A X - - 60A 22 X - - 30 30A 3 1 - - - - 120A 1 2 5 20 - - - - - - - - - - GB-EQ-H GENERATOR BUILDING SWITCHGEAR ROOM 480Y/277 3 4 400A X - - 300A 22 X - - 60 50A 3 1 1 - - 1 40A 3 2 2 - - 25A 3 4 2 - - 20A 3 1 1 - - 15A 3 2 1 - - 30A 2 2 1 - - 20A 1 1 2 - - - - - - - - - - - - GB-N-H GENERATOR BUILDING SWITCHGEAR ROOM 480Y/277 3 4 100A X - - 60A 22 X - - 30 30A 3 1 - - - - - -20A 1 - - 27 - - - - - - - - - - - - GB-LS-L GENERATOR BUILDING SWITCHGEAR ROOM 208Y/120 3 4 100A X - - 60A 10 X - - 30 20A 1 1 5 24 - -- - - - - - - - - - GB-EQ-L GENERATOR BUILDING SWITCHGEAR ROOM 208Y/120 3 4 100A X - - 100A 10 X - - 42 15A 3 1 - - - - 1,2 25A 2 2 - - - - 30A 1 1 - - - - 20A 1 8 5 21 - - - - - - - - - - GB-N-L GENERATOR BUILDING SWITCHGEAR ROOM 208Y/120 3 4 100A X - - 60A 10 X - - 30 20A 1 2 8 20 - -- - - - - - - - - - DRY-TYPE TRANSFORMER SCHEDULE DESIGNATION LOCATION SIZE (KVA)VOLTAGE MOUNTING NOTESPRIMARY SECONDARY FLOOR TRAPEZE WALL T-GB-N-L SWITCHGEAR 119 15 480V 120/208V X - - - - - - T-GB-LS-L SWITCHGEAR 119 15 480V 120/208V X - - - - - - T-GB-EQ-L SWITCHGEAR 119 30 480V 120/208V X - - - - - - T-GENHTR-1 SWITCHGEAR 119 15 480V 120/240V X - - - - - - T-GENHTR-2 SWITCHGEAR 119 15 480V 120/240V X - - - - - - T-TEMP AREAWAY 30 480V 120/240V X - - - - 1 NOTES: 1. PROVIDE WEATHERPROOF ENCLOSURE FOR THE INDICATED TRANSFORMER. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 4 : 3 1 P M E-700 SCHEDULES EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 SAS Cayuga Medical Center RPP 24-5835 No. Description Date dwor ARCHITECTURAL BUFFALO ROCHESTER SYRACUSE UTICA NG.COM I IPD IPDENGINE ABBREVIATIONS: AU AT UNIT NFD NONFUSED DISCONNECT HP HORSEPOWER KW KILOWATT MCA MINIMUM CIRCUIT AMPS CKT CIRCUIT C CONDUIT EC ELECTRICAL CONTRACTOR MC MECHANICAL CONTRACTOR PC PLUMBING CONTRACTOR ST SHUNT TRIP BREAKER TC TEMPERATURE CONTROLS CONTRACTOR ELECTRICAL EQUIPMENT & CONTROL SCHEDULE EQUIPMENT SUPPLY CONTROLLER DEVICE TYPE REQUIRED & LOCATIONS ACCESSORIES (PROVIDED BY EC) RE F E R E N C E N O T E S ( S E E B E L O W ) DE S I G N A T I O N DESCRIPTION RO O M L O C A T I O N SIZE VO L T A G E / P H A S E PANEL OR CONTROL CENTER CIRCUIT BREAKER POWER WIRING FROM PANEL TO CONTROL UNIT POWER WIRING FROM CONTROL UNIT TO EQUIPMENT GR O U N D W I R E (S I Z E D P E R N E C ) DE S I G N A T I O N FU R N I S H E D B Y IN S T A L L E D B Y PA C K A G E D CO N T R O L U N I T EC M M O T O R W I T H PA C K A G E D CO N T R O L U N I T VA R I A B L E FR E Q U E N C Y D R I V E (S E E M E C H SC H E D U L E F O R RE Q U I R E M E N T S ) CO M B I N A T I O N MA G N E T I C ST A R T E R MA N U A L M O T O R ST A R T E R W I T H RE L A Y CO N T R O L D E V I C E ( S ) IN S T A L L A T I O N LO C A T I O N FU R N I S H E D B Y IN S T A L L E D B Y WI R E D B Y SU P P L Y D U C T S M O K E DE T E C T O R RE T U R N D U C T S M O K E D E T E C T O R DISCONNECT SWITCH FIRE ALARM DE S I G N A T I O N NF D FR A M E FU S E MO T O R RA T E D S N A P SW I T C H LO C A T I O N FA N S H U T DO W N R E L A Y HP KW MCA WIRE CONDUIT WIRE CONDUIT EF-1 EXHAUST FAN GENERATOR RM 5 460/3 GB-EQ-H 15A-3P 3#12 1/2" 3#12 1/2" 1#12 EF-1 MC MC X 1 EF-1 DS-1 DUCTLESS SPLIT UNIT SWITCHGEAR RM OUTDOOR UNIT DS-1 MC MC X 1,3 DS-1 DS-2 DUCTLESS SPLIT UNIT SWITCHGEAR RM OUTDOOR UNIT DS-2 MC MC X 1,3 DS-2 DSCU-1 DUCTLESS SPLIT CONDENSING UNIT ROOF 11 208/1 GB-EQ-L 25A-2P 2#12 1/2" 2#12 1/2" 1#12 DSCU-1 MC MC X X 30A AU 2,3 DSCU-1 DSCU-2 DUCTLESS SPLIT CONDENSING UNIT ROOF 11 208/1 GB-EQ-L 25A-2P 2#12 1/2" 2#12 1/2" 1#12 DSCU-2 MC MC X X 30A AU 2,3 DSCU-2 EUH-1 ELECTRIC UNIT HEATER GENERATOR RM 15 460/3 GB-EQ-H 25A-3P 3#10 3/4" 3#10 3/4" 1#10 EUH-1 MC MC X 4 EUH-1 EUH-2 ELECTRIC UNIT HEATER GENERATOR RM 15 460/3 GB-EQ-H 25A-3P 3#10 3/4" 3#10 3/4" 1#10 EUH-2 MC MC X 4 EUH-2 EUH-3 ELECTRIC UNIT HEATER GENERATOR RM 20 460/3 GB-EQ-H 40A-3P 3#8 3/4" 3#8 3/4" 1#10 EUH-3 MC MC X 4 EUH-3 EUH-4 ELECTRIC UNIT HEATER GENERATOR RM 20 460/3 GB-EQ-H 40A-3P 3#8 3/4" 3#8 3/4" 1#10 EUH-4 MC MC X 4 EUH-4 EUH-5 ELECTRIC UNIT HEATER SWITCHGEAR RM 15 460/3 GB-EQ-H 25A-3P 3#10 3/4" 3#10 3/4" 1#10 EUH-5 MC MC X 4 EUH-5 EUH-6 ELECTRIC UNIT HEATER SWITCHGEAR RM 15 460/3 GB-EQ-H 25A-3P 3#10 3/4" 3#10 3/4" 1#10 EUH-6 MC MC X 4 EUH-6 EWH-7 ELECTRIC WALL HEATER WATER SERVICE RM 1.5 120/1 GB-EQ-L 20A-1P 2#12 1/2" 2#12 1/2" 1#12 EWH-7 MC MC X 4 EWH-7 FCU-1 FAN COIL UNIT EXISTING BASEMENT WEST ELECTRIC ROOM 7.56 460/3 DBHE-1 15A-3P 2#12 1/2" 2#12 1/2" 1#12 FCU-1 MC MC X X 30A AU 6 FCU-1 FCU-2 FAN COIL UNIT EXISTING BASEMENT EAST ELECTRIC ROOM 10.47 460/3 DBHE-1 15A-3P 2#12 1/2" 2#12 1/2" 1#12 FCU-2 MC MC X X 30A AU 6 FCU-2 ATPS - 1&2 AUTOMATIC FUEL OIL TRANSFER SET GENERATOR RM 3/4 208/3 GB-EQ-L 15A-3P 3#12 1/2" 3#12 1/2" 1#12 ATPS - 1&2 PC PC X X 30A AU 5 ATPS - 1&2 DTRP-1 DAY TANK RETURN PUMP GENERATOR RM 3/4 208/3 GB-EQ-L 15A-3P 3#12 1/2" 3#12 1/2" 1#12 DTRP-1 PC PC X X 30A AU 5 DTRP-1 DTRP-2 DAY TANK RETURN PUMP GENERATOR RM 3/4 208/3 GB-EQ-L 15A-3P 3#12 1/2" 3#12 1/2" 1#12 DTRP-2 PC PC X X 30A AU 5 DTRP-2 FFC-1 AUTOMATIC FUEL FILTER OIL FILTRATION CENTER GENERATOR RM 3/4 115/1 GB-EQ-L 30A-1P 2#10 1/2" 2#10 1/2" 1#10 FFC-1 PC PC X X 30A AU 5 FFC-1 GENERAL NOTES: A. VERIFY ALL MOTOR SIZES BEFORE ORDERING ANY CONTROL DEVICES. B. UNO, DEVICES FURNISHED BY OTHERS SHALL BE INSTALLED & CIRCUITED BY ELECTRICAL CONTRACTOR. C. CONTROLLER DEVICES, DISCONNECT SWITCHES, FIRE ALARM EQUIPMENT, AND CIRCUITRY SHALL BE INSTALLED IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. REFERENCE NOTES: 1. DISCONNECT SWITCH IS INTEGRAL WITH UNIT. 2. PROVIDE NEMA 3R DISCONNECT SWITCH. 3. FEED INDOOR UNIT FROM OUTDOOR UNIT. 4. DISCONNECT SWITCH TO BE PROVIDED BY MC, INSTALLED BY EC. 5. VERIFY POWER REQUIREMENTS WITH FUEL OIL CONTRACTOR PRIOR TO ROUGH IN OR ORDERING OF PANELBOARDS. 6. PROVIDE CIRCUIT BREAKER AS INDICATED IN EXISTING PANELBOARD; TYPE TO MATCH EXISTING. Structural: John P. Stopen Engineering, LLP 450 South Salina Street PO Box 29, Suite 400 Syracuse, NY 13201 315.472.5238 315.472.8430 Fax Civil/Landscape: T.G. Miller, P.C. - Engineers and Surveyors 605 West State Street, Suite A Ithaca, NY 14850 607.272.6477 www.tgmillerpc.com Copyright 2024, Dwyer Architectural, LLC Sheet Title Project No. Drawn By Sheet No. Project Information www.dwyerarch.com ROCHESTER 85 Allen Street, Suite 210 Rochester, NY 14608 SYRACUSE 120 East Washington Street, Suite 822 Syracuse, NY 13202 ph: 315.473.1800 Issue Date: ISSUED FOR PERMIT Note: Per NYSED Office of the Professions Commisioner's Regulations Part 69.5b, it is a violation of the law for any person, unless acting under the direction of a licensed acting under the direction of a licensed architect, to alter in any way an item bearing the seal of an architect. Consultants Reviewer: Client Project No. CON No.: Key Plan M/E/P: IPD Engineering 101 N. Salina St Syracuse, NY 13202 315.423.0185 24-054 - 7/ 1 6 / 2 0 2 5 2 : 3 4 : 3 6 P M MEP-001 MECHANICAL EQUIPMENT AND CONTROL SCHEDULE EMERGENCY GENERATOR PROJECT 101 Harris B. Dates Drive Ithaca, NY 14850 18 JULY 2025 Author Cayuga Medical Center Checker 24-5835 No. Description Date dwor ARCHITECTURAL BUFFALO ROCHESTER .COM I IPD IPDENGINE Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: E-Mail: Address: City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2.Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval:NO YES 3.a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres 4.Check all land uses that occur on, are adjoining or near the proposed action: Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):Agriculture □ Urban □ Forest SEAF 2019 Parkland Page 2 of 3 5.Is the proposed action, a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? NO YES N/A 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7.Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES 8.a. Will the proposed action result in a substantial increase in traffic above present levels? b.Are public transportation services available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? NO YES 9.Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10.Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: _________________________________________ _____________________________________________________________________________________________ NO YES 11.Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local ag ency? b.Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 12.a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for 1 1 1 1 1 Page 3 of 3 14.Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ Urban Suburban 15.Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered?NO YES 16.Is the project site located in the 100-year flood plan?NO YES 17.Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a.Will storm water discharges flow to adjacent properties? b.Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 18.Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ ____________________________________________________________________________________________ _ NO YES 19.Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Date: _____________________ Applicant/sponsor/name: ____________________________________________________ __________________________ Signature: _____________________________________________________Title:__________________________________ Short Environmental Assessment Form Part 1 -Project Information Instructions for Completing Part 1 -Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification.Complete Part 1 based on information currently available.If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Cayuga Medical Center Name of Action or Project: Emergency Generator Building Project Location (describe,and attach a location map): 341 Power Plant Way Ithaca NY 14850 Brief Description of Proposed Action: Generator Building:A new 4.500SF building located immediately adjacent to the Hospital,to house two 2,000 kW generators.Utility trenching and connection will be underground between the hospital and the new building within previously disturbed areas.Additionally,one 20,000-gallon underground storage tank to support the emergency generator will be installed adjacent to the proposed building.One 8,000-gallon aboveground storage tank and three interior 500 kW emergency generators are proposed to be removed from the Hospital Building. The project also includes minor site modifications,including sidewalks around the building increasing the total impervious are of the site. Name of Applicant or Sponsor: Cayuga Medical Center -John Gaetano,AVP Facilities and Support Services Telephone:607-274-4303 E-Mail:jgaetano@cayugamed.org Address: 101 Harris B.Dates Drive City/PO: Ithaca State:Zip Code: NY 14850 1.Does the proposed action only involve the legislative adoption of a plan,loca I law,ordinance,NO YES If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be.affected in the municipality and proceed to Part 2.If no,continue to question 2. — 2.Does the proposed action require a permit,approval or funding from any other government Agency? If Yes,list agency(s)name and permit or approval:Grant Funding from New York State Divison of Homeland Site Plan Approval -Town of Ithaca Security and Emergency Services (NYS DHSES) NO YES 3.a.Total acreage of the site of the proposed action?157.84 acres b.Total acreage to be physically disturbed?0.95 acres c.Total acreage (project site and any contiguous properties)owned or controlled by the applicant or project sponsor?15 29 acres 4.Check all land uses that occur on,are adjoining or near the proposed action: Urban E Rural (non-agriculture)Industrial E Commercial Residential (suburban) El Forest E Agriculture ||Aquatic Q Other(Specify):Museum,Medical IE Parkland Page 1 of 3 SEAF 2019 Agency Use Only [If applicable] „..Cayuga Medical Center Generator Buildingrroject:antj special Pharmacy Date:Nov.25,2025 Short Environmental Assessment Form Part 2 -Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer.When answering the questions the reviewer should be guided by the concept “Have my responses been reasonable considering the scale and context of the proposed action?” No,or small impact may occur Moderate to large impact may occur 1.Will the proposed action create a material conflict with an adopted land use plan or zoning regulations?— 2.Will the proposed action result in a change in the use or intensity of use of land?—1 3.Will the proposed action impair the character or quality of the existing community?|—— 4.Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area (CEA)? — 5.Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? — 6.Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? — 7.Will the proposed action impact existing: a.public /private water supplies? b.public /private wastewater treatment utilities? 8.Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? — 9.Will the proposed action result in an adverse change to natural resources (e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? — 10.Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? — 1 1 .Will the proposed action create a hazard to environmental resources or human health? PRINT FORM Page 1 of 2 SEAF 2019 Agency use viuy [ir applicable] Cayuga Medical Generator BuildingsProject:and Special Pharmacy Date:|Nov.25,2025 Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 that was answered “moderate to large impact may occur”,or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting, probability of occurring,duration,irreversibility,geographic scope and magnitude.Also consider the potential for short¬ term,long-term and cumulative impacts. The proposal includes the construction of a new +/-4,500 sqft building located adjacent to the rear of the existing Cayuga Medical Center in an open area north of the existing helipad,and a new driveway connection from the Special Pharmacy to the existing parking field located at the northeastern portion of the property.This project also includes the removal of one 8,000-gallon aboveground fuel storage tank,installation of a 20,000-gallon underground fuel storage tank,and new 6-inch fire service connection for the new building to the existing 10-inch water line onsite. Regarding Part 1,Question 9:The building is proposed to be conditioned and must comply with the Ithaca Energy Code (Chapter 144).Although the applicant has indicated that the project will achieve only 8 of the 12 points required for a building permit under the Ithaca Energy Code,the project will still exceed the efficiency requirements of the 2020 NYS Energy Code,as these 8 points represent measures not required under the state code. Regarding Part 1,question 12b:According to the NYS Office of Parks,Recreation and Historic Preservation (SHPO) Cultural Resources Information System program,the property is in a general area that could be archaeologically sensitive.Per Cornell University’s Digital Library database of aerial photos,the property has been farmed in the past (based on 1938-1954 aerials)and contained building operations since 1954,so it is presumed that any archaeological resources would have been discovered with prior disturbances.Regarding Part 1,question 13a:The project site approximately 380 feet north of a Class C stream (tributary to Cayuga Lake).This project will have no impact on streams as the applicant is required to follow DEC and Town of Ithaca requirements to mitigate any impacts on waterbodies.This site also includes a man-made wetland located east of the rear parking field,which was created during previous construction projects and serve portions of the proposed project located in "Subarea 2" as shown on the sheet titled "Watershed Map,"(Figurel )found in the SWPPP.The current proposal does not include modifications or impacts to the wetland,as it was designed during previous construction phases to treat impervious surfaces within the subwater shed.The wetland is included in the current SWPPP and will be served by the current project as well.Based on the information above,no short,long,or cumulative significant environmental impacts are anticipated upon completion of the project. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Signature of RespotfSible Officer in Lead Agency Town of Ithaca Zoning Board of Appeals Name of Lead Agency Connor Terry Print or Type Name of onsible Officer in Lead Agency 11/25/25 Date Zoning Board of Appeals Chair PRINT FORM Page 2 of 2 tAIA Document B101-2017 Standard Form of Agreement Between Owner and Architect AGREEMENT made as of the Twenty-Ninth day of July in the year Two Thousand Twenty-Four (In words,indicate day.month and year.) BETWEEN the Architect’s client identified as the Owner: (Name,legal status,address and other information) Cayuga Medical Center 101 Dates Drive Ithaca,New York 14850 and the Architect: (Name,legal status,address and other information) Dwyer Architectural LLC 120 E.Washington Street,Suite 822 Syracuse.New York for the following Project: (Name,location and detailed description) Cayuga Medical Center Emergency Generator Project Dwyer #24-054 The Owner and Architect agree as follows. ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion The author may also have revised the text of the original AIA standard form.An Additions and Deletions Report that notes added information as wen as revisions to the standard form text is available from the author and should be reviewed A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text This document has important legal consequences.Consultation with an attorney is encouraged with respect to its completion or modification AIA Document BtOt -2017 Copyright©1074.1078.1087 1007 2007 and 2017 All rights reserved ’The American Institute of Architects ''American Institute of Architects.’'A1A,‘tie AIA Logo,and 'AIA Contract Documents'are trademarks of The American institute of Architects This document was produced at 10 30 16 u ET on 08/13/2024 under Order No 4104247550 which expires on 12/13/2024 is not for resale is licensed for one-time use only and may only be used m I accordance with the AIA Contract Documents*Terms of Service To report copyright violatons e-mail docnfo/gaiacontracts com User Notes:(1146644602) REDACTED REDACTED TABLE OF ARTICLES 1 INITIAL INFORMATION 2 ARCHITECT’S RESPONSIBILITIES 3 SCOPE OF ARCHITECT'S BASIC SERVICES 4 SUPPLEMENTAL AND ADDITIONAL SERVICES 5 OWNER'S RESPONSIBILITIES 6 COST OF THE WORK 7 COPYRIGHTS AND LICENSES 8 CLAIMS AND DISPUTES 9 TERMINATION OR SUSPENSION 10 MISCELLANEOUS PROVISIONS 11 COMPENSATION 12 SPECIAL TERMS AND CONDITIONS 13 SCOPE OF THE AGREEMENT ARTICLE 1 INITIAL INFORMATION §U This Agreement is based on the Initial Information set forth in this Section 1.1. (For each Hetn in this section,insert the information or a statement such as "not applicable"or "unknown at time of execution.”) §1.1.1 The Owner’s program for the Project: (Insert the Owner's program,identify documentation that establishes the Owner ‘s program,or state the manner in which the program will be developed.) Professional design services for a new emergency generator building at the Cayuga Medical Center campus in Ithaca, New York. §1.1.2 The Project's physical characteristics: (Identify or describe pertinent information about the Project s physical characteristics,such as slse;location; dimensions;geotechnical reports;site boundaries;topographic surveys:traffic and utility studies:availability of public and private uliiiiies and services:legal description of the site,etc.) 1 .New emergency generator building including generators 2.Removal of existing generators and fuel tanks §1.1.3 The Owner’s budget for the Cost of the Work,as defined in Section 6.1 : (Provide total and.if known,a Une Hem breakdown.) The owner’s project budget is Estimated Cost of the Work is ..A1A Document 6101 -20t7.Copyright €>1 974.1978.1967.1997,2097 and 2017.All rights reserved."The American Institute ot Architects."‘American Institute at Architects,*"A1A."the A1A logo,and -A1A Cc -'tract Documents'are trademarks cfThe American Institute cl Architect*.This document was produced at 103915 ET on C8/13/2C24 unpsr Order No.4104247659 which expi-es on 12/13/202«,is not for resale,is licensed for one-ttnte use only,and may only be used inIaccordancewiththeAIAContractDocuments*Terms of Service.To report copyright violations,e-rftali dcclnto@aiecontracts.ccm. User Notes:(1146644602} §1.1.4 The Owner’s anticipated design and construction milestone dates: .1 Design phase milestone dates,if any: Design completed in 3-5 months from authorization to proceed .2 Construction commencement date: TBD .3 Substantial Completion date or dates: TBD .4 Other milestone dates: §1.1.5 The Owner intends the following procurement and delivery method for the Project: (Identify method such as competitive bid or negotiated contract,as well as any requirements for accelerated or fast-track design and construction,multiple bid packages,or phased construction.) Competitive bids to five (5)select contractors. §1.1.6 The Owner’s anticipated Sustainable Objective for the Project: (Identify and describe the Owner 's Sustainable Objective for the Project,if any.) §1.1.6.1 If the Owner identifies a Sustainable Objective,the Owner and Architect shall complete and incorporate A1A Document E204™-2017,Sustainable Projects Exhibit,into this Agreement to define the terms,conditions and services related to the Owner’s Sustainable Objective.If E204-2017 is incorporated into this agreement,the Owner and Architect shall incorporate the completed E204-2017 into the agreements with the consultants and contractors performing services or Work in any way associated with the Sustainable Objective. §1.1.7 The Owner identifies the following representative in accordance W'ith Section 5.3: (List name,address,and other contact brformation.) John A.Gaetano,CHFM,CHC Assistant Vice President /Facilities &Support Services Cayuga Medical Center IO 1 Dates Drive Ithaca,New York 14850 §1.1.8 The persons or entities,in addition to the Owner’s representative,who are required to review the Architect’s submittals to the Owner are as follows: (List name,address,and other contact information.) §1.1.9 The Owner shall retain the following consultants and contractors: (List name,legal status,address,and other contact information.) .1 Geotechnical Engineer: N/A .2 Civil Engineer: T.G.Miller,P.C. Engineers and Surveyors 605 West State Street,Suite A Ithaca,New York 14850 AIA Document B101 -2017.Copyright©1974.1978,1887.1997.2007 ano 2017.All rights reserved ‘The American Institute of Architects,'‘Amer,can Institute ofIft-Architects,'"AlA’the AIA Logo,and "AIA Contract Documents'are trademarlts of The American Institute of Architects this document was produced at 10:39 16 ETon 08/1372024 under Order No.4104247559 which expires on 12/13/2024.is not for resale,is licensed for one-time use cn^.and may only be used in /acco'dance with the AIA Contract Documents*Terms ot Service.To report copyright violations,e-mail doanlo@aracofitracts.com. User Notes:(1146644602) .3 Other,if any: (List any other consultants and contractors retained by the Owner.) §1.1.10 The Architect identifies the following representative in accordance with Section 2.3: (List name,address,and other contact information.) Kelly Yahi.AIA,IIDA,NC1DQ Partner Dwyer Architectural LLC- 120 E.Washington Street,Suite 822 Syracuse,New York 13202 §1.1.11 The Architect shall retain the consultants identified in Sections 1.1.11.1 and 1.1.112: (List name,legal status,address,and other contact information.) §1.1.11.1 Consultants retained under Basic Services: .1 Structural Engineer: John P.Stopen Engineering.LLP 450 S.Salina Street,Suite 400 Syracuse,New York 1320 1 .2 Mechanical Engineer: 1PD Engineering One Websters Landing Syracuse,New York 13202 .3 Electrical Engineer: IPD Engineering One Websters Landing Syracuse,New York 13202 .4 Plumbing /FP: IPD Engineering One Websters Landing Syracuse,New York 13202 §1.1.11.2 Consultants retained under Supplemental Services: §1.1.12 Other Initial Information on which the Agreement is based: §1.2 The Owner and Architect may rely on the Initial Information.Both parties,however,recognize that the Initial Information may materially change and.in that event,the Owner and the Architect shall appropriately adjust the Architect’s services,schedule for the Architect’s services,and the Architect’s compensation.The Owner shall adjust the Owner’s budget for the Cost of the Work and the Owner’s anticipated design and construction milestones,as necessary,to accommodate material changes in the Initial Information. §1.3 The parties shall agree upon written protocols governing the transmission and use of,and reliance on. Instruments of Service or any other information or documentation in digital form. §1.3.1 Any use of,or reliance on,all or a portion of a building information model without agreement to written protocols governing the use of.and reliance on.the information contained in the model shall be at the using or relying AIA Document B1O1 -2017.Copyright ©1974.1978.1987,1997.2007 and 2017.All nghts reserved The Amencan Institute of Archtects,"Amencan Institute of Architects,''AIA.'the AIA Logo,and 'AIA Contract Documents’are trademarks of The American Institute of Architects.This document was produced at 1 0'39:16 ET on 08/13/2024 under Order No.4104247559 which expires on 12/13/2024,is not for resale,is licensed for one-time use only,and may only de used InIaccordancewiththeAIAContractDocuments*Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes:(1146644602) party’s sole risk and without liability to the other party and its contractors or consultants,the authors of,or contributors to,the building information model,and each of their agents and employees. ARTICLE 2 ARCHITECT'S RESPONSIBILITIES §2.1 The Architect shall provide professional services as set forth in this Agreement The Architect represents that it is properly licensed in the jurisdiction where the Project is located to provide the services required by this Agreement or shall cause such services to be performed by appropriately licensed design professionals. §2.2 The Architect shall perform its services consistent with the professional skill and care ordinarily provided by architects practicing in the same or similar locality under the same or similar circumstances.Tire Architect shall perform its services as expeditiously as is consistent with such professional skill and care and the orderly progress of the Project. §2.3 The Architect shall identify a representative authorized to act on behalf of the Architect with respect to the Project §2.4 Except with the Owner’s knowledge and consent,the Architect shall not engage in any activity,or accept any employment,interest or contribution that would reasonably appear to compromise the Architect’s professional judgment with respect to this Project. §2,5 The Architect shall maintain the following insurance until termination of this Agreement.If any of the requirements set forth below are in addition to the types and limits the Architect normally maintains,the Owner shall pay the Architect as set forth in Section 1 1.9. §2.5.1 Commercial General Liability with policy limits of not less than one mihjon dollars ($T^for each occurrence and two mjllion dollars (S ^OODjOpO )in the aggregate for bodily injury and property damage. §2.5.2 Automobile Liability covering vehicles owned,and non-owned vehicles used,by the Architect with policy limits of not less than ppepillion dollars (S 1,000,000 )per accident for bodily injury,death of any person,and property damage arising out of the ownership,maintenance and use of those motor vehicles,along with any other statutorily required automobile coverage. §2.5.3 The Architect may achieve the required limits and coverage for Commercial General Liability and Automobile Liability through a combination of primary and excess or umbrella liability insurance,provided such primary and excess or umbrella liability insurance policies result in the same or greater coverage as tire coverages required under Sections 2.5.1 and 2.5.2,and in no event shall any excess or umbrella liability insurance provide narrower coverage than the primary policy.The excess policy shall not require the exhaustion of the underlying limits only through the actual payment by the underlying insurers. §2.5.4 Workers’Compensation at statutory limits. §2.5.5 Employers’Liability with policy limits not less than _ fivehundredihousanddpllarsfS 500,000)each accident,five hundred thousand dollars ($500,000 )each employee, and one.million dollars ($1,000,000 )policy limit. §2.5.6 Professional Liabi lity covering negligent acts,errors and omissions in the perfonnance of professional services with policy limits of not less than two million dollars ($2,000,000 )per claim and four million dollars ($4,000,000 )in the aggregate. §2.5.7 Additional Insured Obligations.To the fullest extent permitted by law,the Architect shall cause the primary and excess or umbrella polices for Commercial General Liability and Automobile Liability to include the Owner as an additional insured for claims caused in whole or in part by the Architect’s negligent acts or omissions.The additional insured coverage shall be primary’and non-contributory to any of the Owner's insurance policies and shall apply to both ongoing and completed operations. AlA Document B101 -2017.Copyright©1974,1978,1887.1997,2007 and 2017.All rights reserved.'The American Institute of Architects,*‘American Institute of Architects.""AlA."the AlA Logo,and "AlA Contract Documents’are trademarks of The American Institute of Architects This document was produced at 10 39 16 ET on 08/1 3/2024 imder Order No.4104247559 which expires on 12/13/2024.is not tor resale,is I censed tor one-time use only,and may only be used in I accordance with the AlA Contract Documents*Terras of Service.To report copyright violations,e-mail docinto@aracontracts.com. User Notes:(1146644602) Jnrt. / §2.5.8 The Architect shall provide certificates of insurance to the Owner that evidence compliance with the requirements in this Section 2.5. ARTICLE 3 SCOPE OF ARCHITECT’S BASIC SERVICES §3.1 'The Architect's Basic Services consist of those described in thus Article 3 and include usual and customary structural,mechanical,and electrical engineering services.Services not set forth in this Article 3 are Supplemental or Additional Services. §3.1.1 The Architect shall manage the Architect's services,research applicable design criteria,attend Project meetings,communicate with members of the Project team,and report progress to the Owner. §3.1.2 The Architect shall coordinate its services with those services provided by the Owner and the Owner s consultants.The Architect shall be entitled to rely on,and shall not be responsible for.the accuracy,completeness,and timeliness of,services and information furnished by the Owner and the Owner s consultants.The Architect shall provide prompt written notice to the Owner if the Architect becomes aware of any error,omission,or inconsistency in such services or infonnation. §3.1.3 As soon as practicable after the date of this Agreement,the Architect shall submit for the Owner’s approval a schedule for the performance of the Architect’s services.The schedule initially shall include anticipated dates for the commencement of construction and for Substantial Completion of the Work as set forth in the Initial Information.The schedule shall include allowances for periods of time required for the Owner’s review,for the performance of the Owner's consultants,and for approval of submissions by authorities having jurisdiction over the Project.Once approved by the Owner,time limits established by the schedule shah not,except for reasonable cause,be exceeded by the Architect or Owner With the Owner's approval,the Architect shall adjust the schedule,if necessary,as the Project proceeds until the commencement of construction. §3.1.4 The Architect shall not be responsible for an Owner’s directive or substitution,or for the Owner's acceptance of non-conforming Work,made or given without the Architect’s written approval. §3.1.5 The Architect shall contact governmental authorities required to approve the Construction Documents and entities providing utility services to the Project.The Architect shall respond to applicable design requirements imposed by those authorities and entities. §3.1.6 The Architect shall assist the Owner in connection with the Owner’s responsibility for filing documents required for the approval of governmental authorities having jurisdiction over the Project. §3.2 Schematic Design Phase Services §3.2.1 The Architect shall review the program and other information furnished by the Owner,and shall review laws, codes,and regulations applicable to the Architect's services. §3.2.2 The Architect shall prepare a preliminary evaluation of the Owner’s program,schedule.Project site,the proposed procurement and delivery method,and other Initial Information,each in terms of the other,to ascertain the requirements of the Project.The Architect shall notify the Owner of (I)any inconsistencies discovered in the information,and (2)other information or consulting services that may be reasonably needed for the Project. §3.2.3 The Architect shall present its preliminary evaluation to the Owner and shall discuss with the Owner alternative approaches to design and construction of the Project.The Architect shall reach an understanding with the Owner regarding the requirements of the Project. §3,2.4 Based on the Project requirements agreed upon with the Owner,the Architect shall prepare and present,for the Owner’s approval,a preliminary design illustrating the scale and relationship of the Project components. §3.2.5 Based on tire Owner's approval of the preliminary design,the Architect shall prepare Schematic Design Documents for the Owner's approval The Schematic Design Documents shall consist of drawings and other documents including a site plan,if appropriate,and preliminary building plans,sections and elevations:and may include some combination of study models,perspective sketches,or digital representations.Preliminary selections of major building systems and construction materials shall be noted on the drawings or described in writing. AIA Document 0101 -2017.Copyright©1974.1978 1987 1997.2007 and 2017.A1I rights reserved ‘The American Institute of Architects,"American Institute of Architects,"’AIA."the A1A Logo,and ‘AIA Contrsrj Documents'are trademarks of The American Institute of Architecta.This document was produced at 10.39:16 ET on 08/13/2024 under Order No.41042475S9 which expires on 12/13/2024,is not for resale,is I cersed tor cne-time use only,and may only be used in accordance with the A!A Contract Documents*Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com User Notes:(1146644602) Jnlt. / §3.2.5.1 The Architect shall consider sustainable design alternatives,such as material choices and building orientation,together with other considerations based on program and aesthetics,in developing a design that is consistent with the Owner’s program,schedule and budget for the Cost of the Work.The Owner may obtain more advanced sustainable design services as a Supplemental Service under Section 4.1.1. §3.2.5.2 The Architect shall consider the value of alternative materials,building systems and equipment,together with other considerations based on program and aesthetics,in developing a design for the Project that is consistent with the Owner’s program,schedule,and budget for the Cost of the Work. §3.2.6 The Architect shall submit the Schematic Design Documents to the Owner,and request the Owner’s approval. (Paragraph deleted) §3.3 Design Development Phase Services §3,3.1 Based on the Owner’s approval of the Schematic Design Documents,and on the Owner’s authorization of any adjustments in the Project requirements and the budget for the Cost of the Work,the Architect shall prepare Design Development Documents for the Owner’s approval.The Design Development Documents shall illustrate and describe the development of the approved Schematic Design Documents and shall consist of drawings and other documents including plans,sections,elevations,typical construction details,and diagrammatic layouts of building systems to fix and describe the size and character of the Project as to architectural,structural,mechanical and electrical systems,and other appropriate elements.The Design Development Documents shall also include outline specifications that identify major materials and systems and establish,in general,their quality levels. §3.32 The Architect shall update the estimate of the Cost of the Work prepared in accordance with Section 6.3. §3.3.3 The Architect shall submit the Design Development Documents to the Owner,advise the Owner of any adjustments to the estimate of the Cost of the Work,and request the Owner’s approval. §3.4 Construction Documents Phase Services §3.4.1 Based on the Owner’s approval of the Design Development Documents,and on the Owner's authorization of any adjustments in the Project requirements and the budget for the Cost of the Work,the Architect shall prepare Construction Documents for the Owner’s approval.The Construction Documents shall illustrate and describe the further development of the approved Design Development Documents and shall consist of Drawings and Specifications setting forth in detail the quality levels and performance criteria of materials and systems and other requirements for the construction of the Work.The Owner and Architect acknowledge that,in order to perform the Work,the Contractor will provide additional information,including Shop Drawings,Product Data,Samples and other similar submittals,which the Architect shall review in accordance with Section 3.6.4. §3.4.2 The Architect shall incorporate the design requirements of governmental authorities having jurisdiction over the Project into the Construction Documents §3.4.3 During the development of the Construction Documents,the Architect shall assist the Owner in the development and preparation of (1)procurement information that describes the time,place,and conditions of bidding, including bidding or proposal forms;(2)the form of agreement betw een the Owner and Contractor;and (3)the Conditions of the Contract for Construction (General.Supplementary and other Conditions).The Architect shall also compile a project manual that includes the Conditions of the Contract for Construction and Specifications,and may include bidding requirements and sample forms. §3.4.4 The Architect shall submit 1he Construction Documents to the Owner,advise the Owner of any adjustments to the estimate of the Cost of the Work,take any action required under Section 6.5,and request the Owner’s approval. (Paragraph deleted) §3.5 Procurement Phase Services §3.5.1 General Die Architect shall assist the Owner in establishing a list of prospective contractors.Following the Owner’s approval of the Construction Documents,the Architect shall assist the Owner in (1)obtaining either competitive bids or AIA Document 3101 -2017 Copyright ©1974.1978.1987,1987.2007 and 2017.All rights reserved."The American Institute of Architects.’American Institute cf Architects.’’AIA,’the AIA Logo,ana ’AIA Contract Documents'ere trademarks ot The American Institute of Architects.This document was produced at 10 39 16 ET on 08/13/2024 under Order No.4104247559 wNch expires on 12/13/2024.is not for resale,is licensed fa'cne-time use only,and may only be used in accordance with the AIA Contract Documents*Terms of Service.To report copyright violations,e-ma I docinfo©aiaconvacts oom. User Notes 0 146644602) Init. / negotiated proposals;(2)confirming responsiveness of bids or proposals;(3)determining the successful bid or proposal,if any;and,(4)awarding and preparing contracts for construction. §3.5.2 Competitive Bidding §3.5.2.1 Bidding Documents shall consist of bidding requirements and proposed Contract Documents. §3.5.2.2 The Architect shall assist the Owner in bidding the Project by: .1 facilitating the distribution of Bidding Documents to prospective bidders; .2 organizing and conducting a pre-bid conference for prospective bidders; .3 preparing responses to questions from prospective bidders and providing clarifications and interpretations of the Bidding Documents to the prospective bidders in the form of addenda;and, .4 organizing and conducting the opening of the bids,and subsequently documenting and distributing the bidding results,as directed by the Owner. §15.2.3 If the Bidding Documents permit substitutions,upon the Owner’s written authorization,the Architect shall, as an Additional Service,consider requests for substitutions and prepare and distribute addenda identifying approved substitutions to all prospective bidders. §3.5.3 Negotiated Proposals §3.5.3.1 Proposal Documents shall consist of proposal requirements and proposed Contract Documents. §3.5.3.2 The Architect shall assist the Owner in obtaining proposals by: .1 facilitating the distribution of Proposal Documents for distribution to prospective contractors and requesting their return upon completion of the negotiation process; .2 organizing and participating in selection interviews with prospective contractors; .3 preparing responses to questions from prospective contractors and providing clarifications and interpretations of the Proposal Documents to the prospective contractors in the form of addenda;and, .4 participating in negotiations with prospective contractors,and subsequently preparing a summary report of the negotiation results,as directed by the Owner. §3.5.3.3 If the Proposal Documents pennit substitutions,upon the Owner’s written authorization,the Architect shall, as an Additional Service,consider requests for substitutions and prepare and distribute addenda identifying approved substitutions to all prospective contractors. §3.6 Construction Phase Services §3.6.1 General §3.6.1.1 The Architect shall provide administration of the Contract between the Owner and the Contractor as set forth below and in AIA Document A20l™-2017,General Conditions of the Contract for Construction.If the Owner and Contractor modify AIA Document A2O1-2017,those modifications shall not affect the Architect’s services under this Agreement unless the Owner and the Architect amend this Agreement. §3.6.1.2 The Architect shall advise and consult with the Owner during the Construction Phase Services.The Architect shall have authority to act on behalf of the Owner only to the extent provided in this Agreement.The Architect shall not have control over,charge of,or responsibility for the construction means,methods,techniques,sequences or procedures,or for safety precautions and programs in connection with the Work,nor shall the Architect be responsible for the Contractor’s failure to perform the Work in accordance with the requirements of the Contract Documents.The Architect shall be responsible for the Architect’s negligent acts or omissions,but shall not have control over or charge of,and shall not be responsible for,acts or omissions of the Contractor or of any other persons or entities performing portions of the Work. §3.6.1.3 Subject to Section 4.2 and except as provided in Section 3.6.6.5,the Architect’s responsibility to provide Construction Phase Services commences with the award of the Contract for Construction and terminates on the date the Architect issues the final Certificate for Payment. §3.6.2 Evaluations of the Work §3.6.2.1 The Architect shall visit the site at intervals appropriate to the stage of construction,or as otherwise required in Section 4.2.3,to become generally familiar with the progress and quality of the portion of the Work completed,and AIA Document B101 -2017.Copyright©1974.1978,1967,1997,2007 and 2017.AH rights reserved.The American Institute of Architects,’’Americar Institute cl Arch itects.’’AIA."the AIA Logo,and ’AIA Contract Documents’are trademarks o'The American Institute of Architects.This document was produced al 10:39 16 £T on 08/13/2024 under Order No.4104247569 which expires on 12/13/2024.is not for resale,is licensed for one-time use only,and may only be used In accordance with the AIA Contract Documents*Terms of Service.To report copyright violations,e-mai:docinfo@aiacontracts.com. User Notes:(1146644602) Ink. / to determine,in general,if the Work observed is being performed in a manner indicating that the Work,when hilly completed,will be in accordance with the Contract Documents.However,the Architect shall not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the Work.On the basis of die site visits, the Architect shall keep the Owner reasonably informed about the progress and quality of the portion of the Work completed,and promptly report to the Owner (1)known deviations from the Contract Documents,(2)known deviations from the most recent construction schedule submitted by the Contractor,and (3)defects and deficiencies observed in the Work §3.S.2.2 The Architect has the authority to reject Work that does not conform to the Contract Documents Whenever the Architect considers it necessary or advisable,the Architect shall have the authority to require inspection or testing of die Work in accordance with the provisions of the Contract Documents,whether or not the Work is fabricated, installed or completed.However,neither this authority of the Architect nor a decision made in good faith either to exercise ornot to exercise such authority shall give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors,suppliers,their agents or employees,or other persons or entities performing portions of the Work. §3.6.2.3 The Architect shall interpret and decide matters concerning performance under,and requirements of,the Contract Documents on written request of either the Owner or Contractor.The Architect’s response to such requests shall be made in writing within any time limits agreed upon or otherwise with reasonable promptness. §3.6.2.4 Interpretations and decisions of the Architect shall be consistent with the intent of,and reasonably inferable from,the Contract Documents and shall be in writing or in the form of drawings.When making such interpretations and decisions,the Architect shall endeavor to secure faithful performance by both Owner and Contractor,shall not show partiality to either,and shall not be liable for results of interpretations or decisions rendered in good faith.The Architect’s decisions on matters relating to aestlietic effect shall be final if consistent with the intent expressed in the Contract Documents. §3.6.25 Unless the Owner and Contractor designate another person to serve as an Initial Decision Maker,as that term is defined in AlA Document A201-2017,the Architect shall render initial decisions on Claims between the Owner and Contractor as provided in the Contract Documents. §3.6.3 Certificates for Payment to Contractor §3.6.3.1 The Architect shall review and certify the amounts due the Contractor and shall issue certificates in such amounts.The Architect's certification for payment shall constitute a representation to the Owner,based on the Architect’s evaluation of the Work as provided in Section 3.6.2 and on the data comprising the Contractor's Application for Payment,that,to the best of the Architect's knowledge,information and belief,the Work has progressed to the point indicated,the quality of the Work is in accordance with the Contract Documents,and that the Contractor is entitled to payment in the amount certified.The foregoing representations are subject to (I)an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion,(2)results of subsequent tests and inspections,(3)correction of minor deviations from the Contract Documents prior to completion,and (4) specific qualifications expressed by the Architect. §3.6.3.2 The issuance of a Certificate for Payment shall not be a representation that the Architect has (I)made exhaustive or continuous on-site inspections to check the quality or quantity of the Work,(2)reviewed construction means,methods,techniques,sequences or procedures,(3)reviewed copies of requisitions received from Subcontractors and suppliers and other data requested by the Owner to substantiate the Contractor’s right to payment, or (4)ascertained how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. §3,6.3.3 The Architect shall maintain a record of the Applications and Certificates for Payment. §3.6.4 Submittals §3.6.4.1 The Architect shall review the Contractor’s submittal schedule and shall not unreasonably delay or withhold approval of the schedule.The Architect's action in reviewing submittals shall be taken in accordance with the approved submittal schedule or,in the absence of an approved submittal schedule,with reasonable promptness while allowing sufficient time,in the Architect’s professional judgment,to permit adequate review. AlA Document B101 -201/.Copyright O 1974,1978.1987.1997.2007 and 2017.Alt nghfs reserved "The American Institute ol Archiiecls.*"American Institute ol Architects *‘AlA."the AlA Logo,and "AlA Contract Documents*are trademarks of The American Institute ol Architects This document was produced al 10 39 16 FT on 08/13/2024 under Order No 4104247559 which eipves on 12/13/2024.is not for resale,is licensed tor one-lime use only,and may only be used in accordance with lire AlA Contract Documents*Terms of Service.Io report copyright violalions,e-mail doanfo@amconlracts com User Notes:(1146644602) Init. / §3.6.4.2 The Architect shall review and approve,or take other appropriate action upon,the Contractor's submittals such as Shop Drawings,Product Data and Samples,but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents.Review of such submittals is not for the purpose of determining the accuracy and completeness of other information such as dimensions,quantities,and installation or performance of equipment or systems,which are the Contractor’s responsibility.Hie Architect's review shall not constitute approval of safety precautions or construction means,methods,techniques,sequences or procedures.The Architect’s approval of a specific item shall not indicate approval of an assembly of which the item is a component. §3.6.43 If the Contract Documents specifically require the Contractor to provide professional design services or certifications by a design professional related to systems,materials,or equipment,the Architect shall specify the appropriate performance and design criteria that such services must satisfy.The Architect shall review and take appropriate action on Shop Draw ings and other submittals related to the Work designed or certified by the Contractor’s design professional,provided the submittals bear such professional’s seal and signature when submitted to the Architect.Hie Architect’s review shall be for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents.The Architect shall be entitled to rely upon,and shall not be responsible for,the adequacy and accuracy of the services,certifications,and approvals performed or provided by such design professionals. §3.6.4.4 Subject to Section 4.2,the Architect shall review and respond to requests for information about the Contract Documents.The Architect shali set forth,in the Contract Documents,the requirements for requests for information. Requests for information shall include,at a minimum,a detailed written statement that indicates the specific Drawings or Specifications in need of clarification and the nature of the clarification requested.The Architect’s response to such requests shall be made in writing within any time limits agreed upon,or otherwise with reasonable promptness.If appropriate,the Architect shall prepare and issue supplemental Drawings and Specifications in response to the requests for information. §3.6.45 The Architect shall maintain a record of submittals and copies of submittals supplied by the Contractor in accordance with the requirements of the Contract Documents. §3.6.5 Changes tn the Work §3.6.5.1 The Architect may order minor changes in the W’ork that are consistent with the intent of the Contract Documents and do not involve an adjustment in the Contract Sum or an extension of the Contract Time.Subject to Section 4.2.the Architect shall prepare Change Orders and Construction Change Directives for the Owner’s approval and execution in accordance with the Contract Documents. §3.6.5.2 The Architect shall maintain records relative to changes in the Work. §3.6.6 Project Completion §3.6.6.1 The Architect shali: .1 conduct inspections to determine the date or dates of Substantial Completion and the date of final completion: .2 issue Certificates of Substantial Completion; .3 forward to the Owner,for the Owner's review and records,written warranties and related documents required by the Contract Documents and received from Ihe Contractor;and, .4 issue a final Certificate for Payment based upon a final inspection indicating that,to the best of the Architect’s knowledge,information,and belief,the Work complies with the requirements of the Contract Documents. §3.6.6.2 The Architect’s inspections shall be conducted with the Owner to check conformance of the Work with the requirements of the Contract Documents and to verify the accuracy and completeness of the list submitted by the Contractor of Work to be completed or corrected. §3.6 6.3 When Substantial Completion has been achieved,the Architect shall inform the Owner about the balance of the Contract Sum remaining to be paid die Contractor,including the amount to be retained from the Contract Sum,if any,for final completion or correction of the Work. A1A Document B101 -2017.Copyright©1974,1978.1987.1SS7 2007 and 2017.All rights reserved ‘The American Institute of Architects,''American Institute of Architects,’’AIA.'the AIA logo,and 'AtA Contract Documents’are trademarks of The American Institute of Architects This document was produced at 10:39 16 ET on 08/13/2024 under Order No.4 104247559 which expires on 12/13/2024.is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents*Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.corT>. User Notes:(1146644602) §3.6.6.4 The Architect shall forward to the Owner the following information received from the Contractor:(I) consent of surety or sureties,if any,to reduction in or partial release of retainage or the making of final payment;(2) affidavits,receipts,releases and waivers of liens,or bonds indemnifying the Owner against liens;and (3)any other documentation required of the Contractor under the Contract Documents. §3.6.6.5 Upon request of the Owner,and prior to the expiration of one year from the date of Substantial Completion, the Architect shall,without additional compensation,conduct a meeting with lite Owner to review the facility operations and performance. ARTICLE 4 SUPPLEMENTAL AND ADDITIONAL SERVICES §4.1 Supplemental Services §4.1.1 Tire services listed below are not included in Basic Services but may be required for the Project.The Architect shall provide the listed Supplemental Services only if specifically designated in the table below as the Architect’s responsibility,and the Owner shall compensate the Architect as provided in Section 1 1.2.Unless otherwise specifically addressed in this Agreement,if neither the Owner nor the Architect is designated,the parties agree that the listed Supplemental Service is not being provided for the Project. (Designate the Architect 's Supplemental Services and the Owner s Supplemental Services requiredfor the Project by indicating whether the Architect or Owner shall be responsiblefor providing the identified Supplemental Service. Insert a description of the Supplemental Services in Section 4 1.2 below or attach the description of services as an exhibit to this Agreement.) (Table deleted) Refer to attached proposal. AIA Document 8101 -2017 Copyright C 197«.1978.1987,1997.2007 and 2017.Allnghls reserved ’The Amencan Institute of Architects,’'American Institute of Architects,*’AIA."the AIA logo,and 'AIA Contract Dooenents’are trademarks of The American l nsbtute of Architects Thrs document was produced at 10 39 16 ।ETon08/13/2024 under Order No.4l04247559 which expires on 12/13/2024.is not (or resale,is licensed lor one-lime use only,and may only be used in /accordance with the AIA Contract Documents*Terms of Service.To report copyright violaiions.e-mail doanlo@aiacontrads com. User Notes (1146694602) InK. I Service Description Responsibility (Archdecf Owner or Not Provided! Ba»ic.Additional or Mot Provided Estimated Fee (♦or addrbonai services) Prograranwng ArXTr^C Bas<S«nr«es nduoe r Lump Sven Pw-uchervaac ana Stfwmatc Deagn Serncws Me Mutapie pre4wvwury dfMQns Addrtxxxji SfORCf Measured rSrawmgs Ar chOfct AddrtioAji Arctutfct AOOrtioodri Socvtcf See Evaluabon and Planning (8203 *2007) (Program Analysts.Me Analysts and Isleebon See Oiisinpmsnt Planning.Detailed Me Utdeabon Studms LMMy Stuttos Partung and C vesdabon Arvatysrs Estimate of the Cost of tie WM —AM*.,«wwwd >.AaaiuaM»8^68.r U>wi toy «KI Z f *S and Prvsenlabons) Artnaeaand Architects Consurtanf Base oervoes nduoe n Lvenp Sven Pm-SctwnaK ano Scnematc Design Services Me -a--e Adfftttool Sfcvicf Cnv wigneervig Arswa^VTiwcB Zors^Ont Base Seneces Af^OK!y AfTWCB C0RM9W Base Serwces AnMbcbea Manor Dea^a WU'-W)Arpnsa X ArtTMKB CahMUrt Base Semcet ratio anaiyM aw-mn <* Oetaaeaeoet ima<i»| CaneacMr Caneeucbon a »Defined Rtcorti AftMlfCt Baecterwooe aaCoMbwM Meore Vaenga Conrocvr Comevceon Pott occupvtcy RSWlM Araetoct letima Serve racaey Support Sarncae fBW-»n * Tanae-raialM aarwcae MP Ihrih ATCMlKt BjaKSerwom AIA Document B101 -2017 Copyright 01974 1978,1987 1997,2007 and 2017 All rights reserved 'The American Institute of Architects."American Institute of Architects ''AIA.'the AiA Logo,and 'AIA Contract Documents'are trademarks of The American Institute of Architects This document was produced at 10 39 16 ET on 08/13/2024 under Order No 4104247559 which expires on 12/13/2024 is not for resale is licensed lor one-time use only and may only be used m accordance with the AIA Contract Documents*Terms of Service To report copynght violations e-mail doanfo®aiacontracts com User Notes (1146644602) 12 Tele oommwiicationrvdati design Architect or Architoeto Consultant Basic Service* Security Evaluation and Planning 0204 *-2997)Architoot or Architects Consultant Basic Services Commissioning IB211 2007)Owner's oonsultant Extensive environmentally responsible design NP L££IM/CertifioaiK»(«214T,'-2W7;HP Historic Preservation (8295 *-2907)NP Ptannmg.selection and coordination of Owner purchased Speoiaky Equgxnent spectbc 10 8*Emergency room. Procurement by Owner Archilscl Basle Services Geotechnical Engineering t Soil Borings Architect Additional Jervioe Coordination of ALL regulatory agencies Including but not limited Io the APA Arohrted Basic Services §4.12 Description of Supplemental Services §4.12.1 A description of each Supplemental Service identified in Section 4.1.1 as the Architect's responsibility is provided below. (Describe in detail the Architect s Supplemental Services identified in Section 4.1.1 or,if setforth in an exhibit, identify the exhibit.The AIA publishes a number of Standard Form of Architect’s Services documents that can be included as an exhibit to describe the Architect 's Supplemental Services.) §4.12.2 A description of each Supplemental Service identified in Section 4.1.1 as the Owner’s responsibility is provided below. (Describe in detail the Owner s Supplemental Services identified in Section 4.1.1 ar,if setforth in an exhibit,identify the exhibit.) §4.1.3 If the Owner identified a Sustainable Objective in Article 1,the Architect shall provide,as a Supplemental Service,the Sustainability Services required in AlA Document E204TXl-20 17,Sustainable Projects Exhibit,attached to this Agreement.The Owner shall compensate the Architect as provided in Section 11,2. §42 Architect's Additional Services The Architect may provide Additional Services after execution of this Agreement without invalidating the Agreement. Except for services required due to the fault of the Architect,any Additional Services provided in accordance with this Section 4.2 shall entitle the Architect to compensation pursuant to Section 11.3 and an appropriate adjustment in the Architect’s schedule §4.2.1 Upon recognizing the need to perform die following Additional Services,the Architect shall notify the Owner with reasonable promptness and explain the facts and circumstances giving rise to the need.The Architect shall not proceed to provide the following Additional Services until the Architect receives the Owner’s written authorization: .1 Sendees necessitated by a change in the Initial Information,previous instructions or approvals given by the Owner,or a material change in the Project including size,quality,complexity,the Owner’s schedule or budget for Cost of the Work,or procurement or delivery method: 2 Services necessitated by the enactment or revision of codes,laws,or regulations,including changing or editing previously prepared Instruments of Service; AIA Oocwnerit B101 -2017 Copyright ©1974.1978.1987.1997,2007 and 2017.AS rights reeerved.The American Institute of Architects,""American Inotitule oln,‘-Architects.’"AIA."the AIA Logo,and "AIA Contract Documents'are trademarks ot The American Institute of Architects.This document was produced at 10 39 18 ET on 08/13/2024 under Order No.4104247559 which expires on 12/13/2024,la not for resa'e,is licensed for one-tire use only and may only be used in '/accordance with the AIA Contract Documents*Terms of Service.To report copyright violations,e-mail doanfo®alacontracts.com. User Notes:(1148844602) Init / .3 Changing or editing previously prepared Instruments of Service necessitated by official interpretations of applicable codes,laws or regulations that are either (a)contrary to specific interpretations by the applicable authorities having jurisdiction made prior to the issuance of the building permit,or (b) contrary to requirements of the Instruments of Service when those Instruments of Service were prepared in accordance with the applicable standard of care; .4 Services necessitated by decisions of the Owner not rendered in a timely manner or any other failure of performance on the part of the Owner or the Ow ner’s consultants or contractors; .5 Preparing digital models or other design documentation for transmission to the Owner’s consultants and contractors,or to other Owner-authorized recipients; .6 Preparation of design and documentation for alternate bid or proposal requests proposed by the Owner; .7 Preparation for,and attendance at,a public presentation,meeting or hearing; .8 Preparation for,and attendance at,a dispute resolution proceeding or legal proceeding,except where die Architect is party thereto; .9 Evaluation of the qualifications of entities providing bids or proposals; .10 Consultation concerning replacement of Work resulting from fire or other cause during construction; or, .11 Assistance to the Initial Decision Maker,if other than the Architect. §4.2.2 To avoid delay in the Construction Phase,the Architect shall provide the following Additional Services,notify the Owner with reasonable promptness,and explain the facts and circumstances giving rise to the need.If,upon receipt of the Architect’s notice,the Owner determines that all or parts of the services are not required,the Owner shall give prompt written notice to the Architect of the Owner’s determination.The Owner shall compensate the Architect for the services provided prior to the Architect’s receipt of the Owner’s notice. .1 Reviewing a Contractor’s submittal out of sequence from the submittal schedule approved by the Architect; .2 Responding to the Contractor’s requests for information that arc not prepared in accordance with the Contract Documents or where such information is available to the Contractor from a careful study and comparison of the Contract Documents,field conditions,other Owner-provided information, Contractor-prepared coordination drawings,or prior Project correspondence or documentation; .3 Preparing Change Orders and Construction Change Directives that require evaluation of Contractor’s proposals and supporting data,or the preparation or revision of Instruments of Service; .4 Evaluating an extensive number of Claims as the Initial Decision Maker;or, Evaluating substitutions proposed by the Owner or Contractor and making subsequent revisions to Instruments of Service resulting therefrom. §4.2.3 The Architect shall provide Construction Phase Services exceeding the limits set forth below as Additional Services.When the limits below are reached,the Architect shall notify'the Owner: .1 Four (4 )reviews of each Shop Drawing,Product Data item,sample and similar submittals of the Contractor .2 Forty-eight (48 )visits to the site by the Architect during construction .3 N/A ()inspections for any portion of the Work to determine whether such portion of the Work is substantially complete in accordance with the requirements of the Contract Documents .4 N/A inspections for any portion of the Work to determine final completion. §4.2.4 Except for services required under Section 3.6.6.5 and those services that do not exceed the limits set forth in Section 4.2.3,Construction Phase Services provided more than 60 days after (1)the date of Substantial Completion of the Work or (2)the initial date of Substantial Completion identified in the agreement between the Owner and Contractor,whichever is earlier,shall be compensated as Additional Services to the extent the Architect incurs additional cost in providing those Construction Phase Services. §4.2,5 If the services covered by this Agreement have not been completed within two (2x j months of the date of this Agreement,through no fault of the Architect,extension of the Architect’s services beyond drat time shall be compensated as Additional Services. ARTICLE 5 OWNER'S RESPONSIBILITIES §5.1 Unless otherwise provided for under this Agreement,the Owner shall provide information in a timely manner regarding requirements for and limitations on the Project,including a written program,which shall set forth the AIA Document B101-2017 Copyright©1974.1978.1987,1997 2007 and 2017 Al rights reserved.-The American Institute o!Architects,’’Amencan Insttuteot Architects,’‘AIA.’the AIA Logo,and ‘AIA Contract Documents’are trademarks of The American Institute of Architects This document was produced at 10.39:16 a a ET on 06713/2024 under Order No.4104247559 which empires on 12/13/2024 is not for resale,is (censed for one-time use only,and may only be used n accordance with the AIA Contract Documents*Terms of Service.To report copyright violations,e-mail dodnfo@aiacontracts.com. User Notes:(1146644602) Init I Owner's objectives;schedule;constraints and criteria,including space requirements and relationships;flexibility; expandability;special equipment;systems;and site requirements. §52 The Owner shall establish the Owner’s budget for the Project,including (I)the budget for the Cost of the Work as defined in Section 6.1;(2)the Owner’s other costs;and,(3)reasonable contingencies related to all of these costs. The Owner shall update the Owner’s budget for the Project as necessary throughout the duration of the Project until final completion.If the Owner significantly increases or decreases the Owner’s budget for the Cost of the Work,the Owner shall notify the Architect.The Owner and the Architect shall thereafter agree to a corresponding change in the Project’s scope and quality. §5.3 The Owner shall identify a representative authorized to act on the Owner’s behalf with respect to the Project.The Owner shall render decisions and approve the Architect’s submittals in a timely manner in order to avoid unreasonable delay in the orderly and sequential progress of the Architect’s services. §5.4 The Owner shall fumiSh surveys to describe physical characteristics,legal limitations and utility locations for the site of the Project,and a written legal description of the site.The surveys and legal information shall include,as applicable,grades and lines of streets,alleys,pavements and adjoining property and structures;designated wetlands; adjacent drainage;rights-of-way,restrictions,easements,encroachments,zoning,deed restrictions,boundaries and contourt of the site;locations,dimensions,and other necessary-data with respect to existing buildings,other improvements and trees;and information concerning available utility services and lines,both public and private, above and below grade,including inverts and depths.All the information on the survey shall be referenced to a Project benchmark. §5.5 The Owner shall furnish services of geotechnical engineers,whichmay include test borings,test pits, determinations of soil bearing values,percolation tests,evaluations of hazardous materials,seismic evaluation,ground corrosion tests and resistivity tests,including necessary operations for anticipating subsoil conditions,with written reports and appropriate recommendations. §5.6 The Owner shall provide the Supplemental Services designated as the Owner’s responsibility in Section 4.1.1. §5.7 If the Owner identified a Sustainable Objective in Article 1,the Owner shall fulfill its responsibilities as required in AIA Document E204™-20l7,Sustainable Projects Exhibit,attached to this Agreement. §5.8 The Owner shall coordinate die services of its own consultants with those services provided by the Architect. Upon the Architect’s request die Owner shall furnish copies of the scope of services in the contracts between the Owner and the Owner’s consultants.The Owner shall furnish the services of consultants other than those designated as the responsibility of the Architect in this Agreement,or authorize the Architect to furnish them as an Additional Service,when the Architect requests such services and demonstrates that they are reasonably required by the scope of the Project.The Owner shall require that its consultants and contractors maintain insurance,including professional liability insurance,as appropriate to the services or work,provided. §5.9 The Owner shall furnish tests,inspections and reports required by law or the Contract Documents,such as structural,mechanical,and chemical tests,tests for air and water pollution,and tests for hazardous materials. §5.10 The Owner shall furnish all legal,insurance and accounting services,including auditing services,that may be reasonably necessary at any time for the Project to meet the Owner’s needs and interests. §5.11 The Owner shall provide prompt written notice to the Architect if the Owner becomes aware of any fault or defect in the Project,including errors,omissions or inconsistencies in Ihe Architect s Instruments of Service. §5.12 The Owner shall include the Architect in all communications with the Contractor that relate to or affect the Architect’s services or professional responsibilities.The Owner shall promptly notify the Architect of the substance of any direct communications between the Owner and the Contractor otherwise relating to the Project.Communications by and with the Architect's consultants shall be through the Architect. §5.13 Before executing the Contract for Construction,the Owner shall coordinate the Architect’s duties and responsibilities set forth in the Contract for Construction with the Architect’s services set forth in this Agreement.The AVt Document 8101-2017 Copyright ©1974.1978.1987.1997.2007 and 2017.Al rights reserved.'The American Institute of Architects.''American Institute ol Architects."AIA 'the AIA Logo,and 'AIA Contract Documents'are trademarks of The American Institute of Architects This document was produced at 10:39:10 ET on 08/13/2024 under Order No 4104247559 which expires on 12/13/2024.is not for resale,is licensed for one-lime use only and may only be used in accordance with Ulf AIA Contract OoctTentt*Tlmtl cf Service.To report copyright violat ors,e-mall doclnfc®aiacontr«ct».ccm. User Notea:(1146644602) Init. Owner shall provide the Architect a copy of the executed agreement between the Owner and Contractor,including the General Conditions of the Contract for Construction. §5.14 The Owner shall provide the Architect access to the Project site prior to commencement of the Work and shall obligate the Contractor to provide the Architect access to the Work wherever it is in preparation or progress. §5.15 Within 15 days after receipt of a written request from the Architect,the Owner shall furnish the requested information as necessary and relevant for the Architect to evaluate,give notice of,or enforce lien rights. ARTICLE 6 COST OF THE WORK §6.1 For purposes of this Agreement,the Cost of the Work shall be the total cost to the Owner to construct all elements of the Project designed or specified by the Architect and shall include contractors’general conditions costs, overhead and profit.The Cost of the Work also includes the reasonable value of labor,materials,and equipment, donated to,or otherwise furnished by,the Owner.The Cost of the Work docs not include the compensation of the Architect;the costs of the land,rights-of-way.financing,or contingencies for changes in the Work;or other costs that are the responsibility of the Owner. §6.2 The Owner's budget for the Cost of the Work is provided in Initial Information,and shall be adjusted throughout the Project as required under Sections 5.2,6.4 and 6.5.Evaluations of the Owner’s budget for the Cost of the Work, and the preliminary estimate of the Cost of the Work and updated estimates of the Cost of the Work,prepared by the Architect,represent the Architect’s judgment as a design professional.It is recognized,however,that neither the Architect nor the Owner has control over the cost of labor,materials,or equipment;the Contractor’s methods of determining bid prices;or competitive bidding,market,or negotiating conditions.Accordingly,the Architect cannot and does not warrant or represent that bids or negotiated prices will not vary from the Owner’s budget for the Cost of the Work,or from any estimate of the Cost of the Work,or evaluation,prepared or agreed to by the Architect. §6.3 In preparing estimates of the Cost of Work,the Architect shall be permitted to include contingencies for design, bidding,and price escalation;to determine what materials,equipment,component systems,and types of construction are to be included in the Contract Documents;to recommend reasonable adjustments in the program and scope of the Project:and to include design alternates as may be necessary to adjust the estimated Cost of the Work to meet the Owner's budget.The Architect’s estimate of the Cost of the Work shall be based on current area,volume or similar conceptual estimating techniques.If the Owner requires a detailed estimate of the Cost of the Work,the Architect shall provide such an estimate,if identified as the Architect’s responsibility in Section 4.1.1,as a Supplemental Service. §6.4 If,through no fault of the Architect,the Procurement Phase has not commenced within 90 days after the Architect submits the Construction Documents to the Owner,the Owner’s budget for the Cost of the Work shall be adjusted to reflect changes in the general level of prices in the applicable construction market. §6.5 If at any time the Architect’s estimate of the Cost of the Work exceeds the Owner’s budget for the Cost of the Work,the Architect shall make appropriate recommendations to the Owner to adjust the Project’s size,quality,or budget for the Cost of the Work,and the Owner shall cooperate with the Architect in making such adjustments. §6.6 If the Owner’s budget for the Cost of the Work at the conclusion of the Construction Documents Phase Services is exceeded by the lowest bona fide bid or negotiated proposal,the Owner shall .1 give written approval of an increase in the budget for the Cost of the Work; .2 authorize rebidding or renegotiating of the Project within a reasonable time; .3 terminate in accordance with Section 9.5; .4 in consultation with the Architect,revise the Project program,scope,or quality as required to reduce the Cost of the Work;or, .5 implement any other mutually acceptable alternative. §6.7 If the Owner chooses to proceed under Section 6.6.4,the Architect shall modify the Construction Documents as necessary to comply with the Owner’s budget for the Cost of the Work at the conclusion of the Construction Documents Phase Services,or the budget as adjusted under Section 6.6.1.If the Owner requires the Architect to modify the Construction Documents because the lowest bona fide bid or negotiated proposal exceeds the Owner’s budget for the Cost of the Work due to market conditions the Architect could not reasonably anticipate,the Owner shall compensate the Architect for the modifications as an Additional Service pursuant to Section 1 1.3;otherwise the AIA Document B101 -2017.Copyright©1974,1978.1987,1997,2007 and 2017.Alt rights reserved.‘The American Institute of Architects.''American Institute of Architects.""A!A,"the AIA Logo.and ’AIA Centrad Documents"are trademarks of The American Institute of Architects This document was produced at 10 39:16 a gETon08/13/2024 under Order No.4 104247559 which exp res on 12/13/2024.is not for resale,is licensed for one-time use orly,and may Ohly be used r accordance with the A1A Contract Documents*Terms of Service,to report copyright vac ations,e-mail docinfo@aiacontracts.com. User Notes;(1146844602) / Init I Architect’s services for modifying the Construction Documents shall be without additional compensation.In any event,the Architect’s modification of the Construction Documents shall be the limit of the Architect s responsibility under this Article 6. ARTICLE 7 COPYRIGHTS AND LICENSES §7.1 The Architect and the Owner warrant that in transmitting Instruments of Service,or any other information,the transmitting party is the copyright owner of such information or has permission from the copyright owner to transmit such information for its use on the Project §7.2 The Architect and the Architect’s consultants shall be deemed the authors and owners of their respective Instruments of Service,including the Drawings and Specifications,and shall retain all common law,statutory and other reserved rights,including copyrights.Submission or distribution of Instruments of Service to meet official regulator}'requirements or for similar purposes in connection with the Project is not to be construed as publication in derogation of the reserved rights of the Architect and the Architect’s consultants. §7.3 The Architect grants to the Owner a nonexclusive license to use the Architect’s Instruments of Service solely and exclusively for purposes of constructing,using,maintaining,altering and adding to the Project,provided that the Owner substantially performs its obligations under this Agreement,including prompt payment of all sums due pursuant to Article 9 and Article 1 1 Tire Architect shall obtain similar nonexclusive licenses from the Architect’s consultants consistent with this Agreement.The license granted under this section permits the Owner to authorize the Contractor,Subcontractors,Sub-subcontractors,and suppliers,as well as the Owner's consultants and separate contractors,to reproduce applicable portions of the Instruments of Service,subject to any protocols established pursuant to Section 1.3,solely and exclusively for use in performing services or construction for tire Project.If the Architect rightfully terminates this Agreement for cause as provided in Section 9.4,the license granted in this Section 7.3 shall terminate. §7.3.1 In the event the Owner uses the Instruments of Service without retaining the authors of the Instruments of Service,the Owner releases the Architect and Architect’s consultant(s)from all claims and causes of action arising from such uses.The Owner,to the extent permitted by law,further agrees to indemnify and hold harmless the Architect and its consultants from all costs and expenses,including the cost of defense,related to claims and causes of action asserted by any third person or entity to the extent such costs and expenses arise from the Owner’s use of the Instruments of Service under this Section 7.3.1.The terms of this Section 73.1 shall not apply if the Owner rightfully terminates this Agreement for cause under Section 9.4. §7.4 Except for the licenses granted in this Article 7,no other license or right shall be deemed granted or implied under this Agreement.The Owner shall not assign,delegate,sublicense,pledge or otherwise transfer any license granted herein to another party without the prior written agreement of the Architect.Any unauthorized use of the Instruments of Service shall be at the Owner’s sole risk and without liability to the Architect and the Architect’s consultants. §7.5 Except as otherwise stated in Section 7.3,the provisions of this Article 7 shall survive the termination of this Agreement. ARTICLE 8 CLAIMS AND DISPUTES §8.1 General §8.1.1 The Owner and Architect shall commence all claims and causes of action against the other and arising out of or related to this Agreement,whether in contract,tort,or otherwise,in accordance with the requirements of the binding dispute resolution method selected in tills Agreement and within the period specified by applicable law,but in any case not more than 10 years after the date of Substantial Completion of the Work.The Owner and Architect waive all claims and causes of action not commenced in accordance with this Section 8.1.1. §8.1.2 To the extent damages are covered by property insurance,the Owner and Architect waive all rights against each other and against the contractors,consultants,agents,and employees of the other for damages,except such rights as they may have to the proceeds of such insurance as set forth in AIA Document A201-2017,General Conditions of the Contract for Construction.The Owner or the Architect,as appropriate,shall require of the contractors,consultants, agents,and employees of any of them,similar waivers in favor of the other parties enumerated herein. AIA Document B101 -2017.Copyright 0 1974,1978.1987.1997.2007 and 2017.All rights reserved.The American Institute of Architects."American Institute of Architects,’"AIA,"the AIA Logo,and "aia Contrast Documents’are trademarks of The American Institute of Architects.This document was produces at 10 39 18 u yETon08713/2024 under Order No.4104247563 which expires on 12/13/2024 is not tor resale.Is licensed for one-erne use only,and may only be used in accordance with ihe AIA Contract Documents*Terms of Service To report ecpyfght violatons,e-mail codnfc@aacnntracts.cxm User Notes:(11 48844602) Init I §8.1.3 Ilie Architect and Owner waive consequential damages for claims,disputes,or other matters in question, arising out of or relating to this Agreement.This mutual waiver is applicable,without limitation,to all consequential damages due to either party’s termination of this Agreement,except as specifically provided in Section 9.7. §8.2 Mediation §8.2.1 Any claim,dispute or other matter in question arising out of or related to this Agreement shall be subject to mediation as a condition precedent to binding dispute resolution.If such matter relates to or is the subject of a lien arising out of the Architect’s services,the Architect may proceed in accordance with applicable law to comply with the lien notice or filing deadlines prior to resolution of the matter by mediation or by binding dispute resolution. §8.2.2 The Owner and Architect shall endeavor to resolve claims,disputes and other matters in question between them by mediation,which,unless the parties mutually agree otherwise,shall be administered by the American Arbitration Association in accordance with its Construction Industry Mediation Procedures in effect on the date of this Agreement.A request for mediation shall be made in writing,delivered to the other party to this Agreement,and filed with the person or entity administering the mediation.The request may be made concurrently with the filing of a complaint or other appropriate demand for binding dispute resolution but,in such event,mediation shall proceed in advance of binding dispute resolution proceedings,which shall be stayed pending mediation for a period of 60 days from the date of filing,unless stayed for a longer period by agreement of the parties or court order.If an arbitration proceeding is stayed pursuant to this section,the parties may nonetheless proceed to the selection of the arbitrators) and agree upon a schedule for later proceedings. §8.2.3 The parties shall share the mediator's fee and any filing fees equally.Hie mediation shall be held in the place where the Project is located,unless another location is mutually agreed upon.Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. §8.2.4 If the parties do not resolve a dispute through mediation pursuant to this Section 8.2,the method of binding dispute resolution shall be the following: (Check the appropriate box.) []Arbitration pursuant to Section 8.3 of this Agreement [X ]Litigation in a court of competent jurisdiction []Other:(Specify) If the Owner and Architect do not select a method of binding dispute resolution,or do not subsequently agree in writing to a binding dispute resolution method other than litigation,the dispute will be resolved in a court of competent jurisdiction. §8.3 Arbitration §8.3.1 If the parties have selected arbitration as the method for binding dispute resolution in this Agreement,any claim,dispute or other matter in question arising out of or related to this Agreement subject to,but not resolved by, mediation shall be subject to arbitration,which,unless the parties mutually agree otherwise,shall be administered by the American Arbitration Association in accordance with its Construction Industry Arbitration Rules in effect on the date of tliis Agreement.A demand for arbitration shall be made in writing,delivered to the other party to this Agreement,and filed w ith the person or entity administering the arbitration. §8.3.1.1 A demand for arbitration shall be made no earlier than concurrently with the filing of a request for mediation, but in no event shall it be made after the date when the institution of legal or equitable proceedings based on the claim, dispute or other matter in question would be barred by the applicable statute of limitations.For statute of limitations purposes,receipt of a written demand for arbitration by the person or entity'administering the arbitration shall constitute the institution of legal or equitable proceedings based on the claim,dispute or other matter in question. AIA Document 9101 -2017 Copyright©1874,187B.1887,1997,2007 and 2017.Al!rights reserved 'The American Institute of Architects 'American Instituted Architects,’’A1A "the AIA Logo,and "AIA Contract Documents'are trademarks of The American Institute of Architects.This document was produced at 10:38:10 soETon08/13/2024 under Order No.4104247559 which expires on 12/13/2024,IS r.OI for resale,is bcensed for one-time use only,and may only be used in accordance with the AIA Contract Documents*Terms of Service.To report copyright violations,e-mail docintogaiacontracts com. User Notes;(1146644602) IniL I §8.3.2 The foregoing agreement to arbitrate,and other agreements to arbitrate with an additional person or entity duly consented to by parties to this Agreement,shall be specifically enforceable in accordance with applicable law in any court having jurisdiction thereof. §8.3.3 The award rendered by the arbitrator(s)shall be final,and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. §8.3.4 Consolidation or Joinder §8.3.4.1 Either party,at its sole discretion,may consolidate an arbitration conducted under this Agreement with any other arbitration to which it is a party provided that (I)the arbitration agreement governing the other arbitration permits consolidation;(2)the arbitrations to be consolidated substantially involve common questions of law or fact; and (3)the arbitrations einploy materially similar procedural rules and methods for selecting arbitrators). §8.3 4.2 Either party,at its sole discretion,may include by joinder persons or entities substantially involved in a common question of law or fact whose presence is required if complete relief is to be accorded in arbitration,provided that the party sought to be joined consents in writing to such joinder.Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of any claim,dispute or other matter in question not described in die written consent. §8.3.4.3 The Owner and Architect grant to any person or entity'made a party to an arbitration conducted under this Section 8 3,whether by joinder or consolidation,the same rights of joinder and consolidation as the Owner and Architect under this Agreement. §8.4 The provisions of this Article 8 shall survive the termination of this Agreement ARTICLE 9 TERMINATION OR SUSPENSION §9.1 If the Owner fails to make payments to the Architect in accordance with this Agreement,such failure shall be considered substantial nonperformance and cause for termination or,at the Architect’s option,cause for suspension of performance of services under this Agreement.If the Architect elects to suspend services,the Architect shall give seven days’written notice to the Owner before suspending services.In the event of a suspension of services,the Architect shall have no liability to the Owner for delay or damage caused the Owner because of such suspension of services.Before resuming services,die Owner shall pay the Architect all sums due prior to suspension and any expenses incurred in the interruption and resumption of die Architect's services.The Architect’s fees for the remaining services and the lime schedules shall be equitably adjusted §9.2 If the Owner suspends the Project,the Architect shall be compensated for services performed prior to notice of such suspension.When the Project is resumed,the Architect shall be compensated for expenses incurred in the interruption and resumption of the Architect’s services.The Architect’s fees for the remaining services and the time schedules shall be equitably adjusted. §9.3 If the Owner suspends the Project for more than 90 cumulative days for reasons other than the fault of die Architect,the Architect may terminate this Agreement by giving not less than seven days’written notice. §9.4 Either party may terminate this Agreement upon not less than seven days’written notice should the other party fail substantially to perform in accordance with the terms of this Agreement through no fault of the party initiating die termination. §9.5 The Owner may terminate this Agreement upon not less than seven days'written notice to the Architect for the Owner's convenience and without cause. §9.6 If the Owner terminates this Agreement for its convenience pursuant to Section 9.5.or the Architect terminates this Agreement pursuant to Section 9.3,the Owner shall compensate the Architect for services performed prior to termination.Reimbursable Expenses incurred,and costs attributable to termination,including the costs attributable to die Architect’s termination of consultant agreements. AIA Document 8101 —2017.Copyright©197«.1978.1987.1997.2007 and 2017.All rights reserved The American Institute ol Arctuteds.""American Insbluleol Architects.""AIA,"the ALA Logo,and 'AIA Contract Documents"aie trademarks of The American InsMute of Architects 1his document was produced al 10 39 16 1gETon08/13/2024 under Order NO4104247S59 which expires on 12/13/2024.is not tor resale,is licensed lor one-time use only,and may only be used o accordance with the AIA Contract Documents*Terms ofServ.ce.To report copyright violations,e-mail docinfo®aiacontracts.com.user Notes:(1148844602) §9.7 In addition to any amounts paid under Section 9.6,if the Owner terminates this Agreement for its convenience pursuant to Section 9.5,or the Architect terminates this Agreement pursuant to Section 9.3,the Owner shall pay to the Architect the following fees: (Setforth below the amount of any termination or licensing fee,or the methodfor determining any termination or licensing fee.) .1 Termination Fee: .2 Licensing Fee if the Owner intends to continue using the Architect’s Instruments of Service: §9.8 Except as otherwise expressly provided herein,this Agreement shall terminate one year from the date of Substantial Completion. §9.9 The Owner's rights to use the Architect’s Instruments of Service in the event of a termination of this Agreement are set forth in Article 7 and Section 9.7. ARTICLE 10 MISCELLANEOUS PROVISIONS §10.1 This Agreement shall be governed by the law of the place where the Project is located,excluding that jurisdiction’s choice of law rules.If the parties have selected arbitration as the method of binding dispute resolution,the Federal Arbitration Act shall govern Section 8.3. §10.2 Terms in this Agreement shall have the same meaning as those in AIA Document A201-2017,General Conditions of the Contract for Construction. §10.3 The Owner and Architect,respectively,bind themselves,their agents,successors,assigns,and legal representatives to this Agreement.Neither the Owner nor the Architect shall assign this Agreement without the written consent of the other,except that the Owner may assign this Agreement to a lender providing financing for the Project if the lender agrees to assume the Owner’s rights and obligations under this Agreement,including any payments due to the Architect by the Owner prior to the assignment. §10.4 If die Owner requests the Architect to execute certificates,the proposed language of such certificates shall be submitted to the Architect for review at least 14 days prior to the requested dates of execution.If the Owner requests the Architect to execute consents reasonably required to facilitate assignment to a lender,the Architect shall execute all such consents that are consistent with this Agreement,provided the proposed consent is submitted to the Architect for review at least 14 days prior to execution.The Architect shall not be required to execute certificates or consents that would require knowledge,services,or responsibilities beyond the scope of this Agreement. §10.5 Nothing contained in this Agreement shall create a contractual relationship with,or a cause of action in favor of,a third party against either the Owner or Architect. §10.6 Unless otherwise required in this Agreement,the Architect shall have no responsibility for the discovery, presence,handling,removal or disposal of.or exposure of persons to,hazardous materials or toxic substances in any form at the Project site. §10.7 The Architect shall have the right to include photographic or artistic representations of the design of the Project among the Architect’s promotional and professional materials.The Architect shall be given reasonable access to the completed Project to make such representations.However,the Architect’s materials shall not include the Owner’s confidential or proprietary information if the Owner has previously advised the Architect in writing of the specific information considered by the Owner to be confidential or proprietary'.The Owner shall provide professional credit for the Architect in the Owner’s promotional materials for the Project This Section 10.7 shall survive the termination of tills Agreement unless the Owner terminates this Agreement for cause pursuant to Section 9.4. .AIA Document B1O1 -2017.Copyright ©1974,1978.1997,1997,2007 arid 2017.Allhghts reserved.‘The American Institute of Architects,’“American Inst ate of Architects “‘AIA.’the AIA Logo,and "AJA Contract Documents’are trademarks of The American Institute of Architects.This document was produced al 10 39 16 nQETon08/13/2024 under Order No.4104247559 which expires on 12/13/2024.is not for resale,is licensed for one-time use only,and may only be used inIaccordancewiththeAIAContractDocuments*Terms o’Service.To report copyright violations,e-mait dccin'c@aiacor.lr acts.com. User Notes:(1146644602) REDACTED REDACTED §10.8 If the Architect or Owner receives information specifically designated as "confidential"or "business proprietary,"the receiving party shall keep such information strictly confidential and shall not disclose it to any other person except as set forth in Section 10.8.1.This Section 10.8 shall survive the termination of this Agreement §10.8.1 The receiving party may disclose "confidential"or "business proprietary"information after 7 days'notice to the other party',when required by law,arbitrator’s order,or court order,including a subpoena or other form of compulsory legal process issued by a court or governmental entity,or to the extent such information is reasonably necessary for the receiving party to defend itself in any dispute.The receiving party may also disclose such information to its employees,consultants,or contractors in order to perform services or work solely and exclusively for the Project,provided those employees,consultants and contractors are subject to the restrictions on the disclosure and use of such information as set forth in this Section 10.8. §10.9 The invalidity of any provision of die Agreement shall not invalidate the Agreement or its remaining provisions.If it is determined that any provision of the Agreement violates any law,or is otherwise invalid or unenforceable,then that provision shall be revised to the extent necessary to make that provision legal and enforceable.In such case the Agreement shall be construed,to the fullest extent permitted by law,to give effect to the parties’intentions and purposes in executing the Agreement. ARTICLE 11 COMPENSATION §11,1 For the Architect’s Basic Services described under Article 3,the Owner shall compensate the Architect as follows: .1 Stipulated Sum (Insert amount) Professional fees for Basic Services shall be a lump sum fee of S .2 Percentage Basis (Insert percentage value) ()%of the Owner's budget for the Cost of the Work,as calculated in accordance with Section 1 1.6. .3 Other (Describe the method of compensation) §11.2 For the Architect’s Supplemental Services designated in Section 4.1.1 and for any Sustainability Services required pursuant to Section 4.1.3,the Owner shall compensate the Architect as follows: (Insert amount of or basisfor,compensation If necessary,list specific services to which particular methods of compensation apply.) §11.3 For Additional Services that may arise during the course of the Project,including those under Section 4.2,the Owner shall compensate the Architect as follows: (Insert amount of.or basis for,compensat ion.) Additional Service -Geotechnical S §11.4 Compensation for Supplemental and Additional Services of the Architect’s consultants when not included in Section 11.2 or 11.3,shall be the amount invoiced to the Architect plus percent (%),or as follows; (Insert amount of.or basis for computing.Archileel 's consultants 'compensationfor Supplemental or Additional Services.) AIA Document Blot -2017.Copyright 0 1974.1978,1887,1 997,2007 and 2017.Ail rights reserved.The American Institute cf Architects '‘American Institute ofInit-Architects.'’AIA "the AIA Logo,and ‘AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 10:39 16 21ETon08/13/2024 under Order No.4104247559 wh ch expires on 12/13/2024,is not for resale,is licensed for one-tune use only,and may only be used in /accordance with the AIA Contract Documents*Terms Of Service To report copyright violators e-mail dodnfc@aiacontraets com. User Notes:(11466446021 §11.5 When compensation for Basic Services is based on a stipulated sum or a percentage basis,the proportion of compensation for each phase of services shall be as follows: Schematic Design Phase eleven percent (11 %) Design Development Phase thirty-three percent (33 %) Construction Documents Phase thirty-eight percent (38 %) (Row deleted) Bidding &Construction Admin Phase eighteen percent (18 %) (Row deleted) Total Basic Compensation one hundred percent (100 %) §11.6 When compensation identified in Section 11.1 is on a percentage basis,progress payments for each phase of Basic Services shall be calculated by multiplying the percentages identified in this Article by the Owner’s most recent budget for the Cost of the Work.Compensation paid in previous progress payments shall not be adjusted based on subsequent updates to the Owner's budget for the Cost of the Work. §11.6.1 When compensation is on a percentage basis and any portions of the Project are deleted or otherwise not constructed,compensation for those porttons of the Project shall be payable to the extent services are performed on those portions.The Architect shall be entitled to compensation in accordance with this Agreement for all services performed whether or not the Construction Phase is commenced. §11.7 The hourly billing rates for services of the Architect and the Architect’s consultants are set forth below.The rates shall be adjusted in accordance with the Architect’s and Architect’s consultants'nonnal review practices. (If applicable,attach an exhibit of hourly billing rates or insert them below.) See attached schedule Employee or Category Rate ($0.00) §11.6 Compensation for Reimbursable Expenses §11.8.1 Reimbursable Expenses are in addition to compensation for Basic,Supplemental,and Additional Services and include expenses incurred by the Architect and the Architect’s consultants directly related to the Project,as follows: .1 Transportation and authorized out-of-town travel and subsistence; .2 Long distance services,dedicated data and communication services,teleconferences.Project web sites, and extranets; .3 Permitting and other fees required by authorities having jurisdiction over the Project: .4 Printing,reproductions,plots,and standard form documents; .5 Postage,handling,and delivery; .6 Expense of overtime work requiring higher than regular rates,if authorized in advance by the Owner; .7 Renderings,physical models,mock-ups,professional photography,and presentation materials requested by the Owner or required for the Project; .6 If required by the Owner,and with the Owner’s prior written approval,the Architect’s consultants’ expenses of professional liability insurance dedicated exclusively to this Project,or the expense of additional insurance coverage or limits in excess of that normally maintained by the Architect’s consultants; .9 All taxes levied on professional services and on reimbursable expenses; ,10 Site office expenses; .11 Registration fees and any other fees charged by the Certifying Authority or by other entities as necessary to achieve the Sustainable Objective;and, .12 Other similar Project-related expenditures. §11.8.2 For Reimbursable Expenses the compensation shall be the expenses incurred by the Architect and the Architect’s consultants plus zero percent (0 %)of the expenses incurred. .AIA Document B101 -2017.Copyright©1974,1976 1987 1997,2007 and 2017.Al rights reserved.'The American Instituted Architects.’’American Instituted Architects.’’AIA.'the AIA Logo,and ’AIA Contract Documents’are trademarks of The American Institute of Architects.This document was produced at 10.39:16 2 2ETon08/13/2024 unde'Order No 4104247559 which expires on 12/13/2024,is not for resale is licensed for one-time use only,and may only be used in/accordance with the A'A Contract Documents*Terms of Service.To report copyrght violations,e-mail dccin'otga acontracts.com. User Notes:0 146844602) !nit. Reimbursable Expenses are limited to mileage, printing of owner requested materials, and lab testing of hazardous material samples. Expenses will be charged at cost and are not to exceed $5,000. §11.9 Architect's Insurance. lfthe types and limits of coverage required in Section 2.5 are in addition to the types and limits the Architect normally maintains, the Owner shall pay the Architect for the additional costs incurred by the Architect for the additional coverages as set forth below: (Insert the additional coverages the Architect is required to obtain in order to satisfy the requirements set forth in Section 2.5, and/or which the Owner shall reimburse the Architect.) §11.10 Payments to the Architect §11.10.1 lnitia\ Payments §11.10.1.1 An initial payment of zero($ 0.00) shall be made upon execution ofthis Agreement and is the minimum payment under this Agreement. It shall be credited to the Owner's account in the final invoice. §11.10.1.2 If a Sustainability Ce1tification is part of the Sustainable Objective, an initial payment to the Architect of ($ ) shall be made upon execution of this Agreement for registration fees and other fees payable to the Certifying Authority and necessary to achieve the Sustainability Certification. The Architect's payments to the Certifying Authority shall be credited to the Owner's account at the time the expense is incurred. §11.10.2 Progress Payments §11.10.2.1 Unless otherwise agreed, payments for services shall be made monthly in proportion to services performed. Payments are due and payable upon presentation of the Architect's invoice. Amounts unpaid NIA days after the invoice date shall bear interest at the rate entered below, or in the absence .thereof at the legal rate prevailing from time to time at the principal place of business of the Architect. (Insert rate of monlhly or annual interest agreed upon.) % §11.10.2.2 The Owner shall not wi_thhold amounts from the Architect's compensation to impose a penalty or liquidated damages on the Architect, or to offset sums requested by or paid to contractors for the cost of changes in the Work, unless the Architect agrees or has been found liable for the amounts in a binding dispute resolution proceeding. §11.10.2.3 Records ofReimbursable Expenses, expenses pertaining to Supplemental and Additional Services, and services performed on the basis of hourly rates shall be available to the Owner at mutually convenient times. ARTICLE 12 SPECIAL TERMS AND CONDITIONS Special terms and conditions that modify this Agreement are as follows: (Include other terms and conditions applicable to this Agreement.) ARTICLE 13 SCOPE OF THE AGREEMENT §13.1 This Agreement represents the entire and integrated agreement between the Owner and the Architect and supersedes ail prior negotiations, representations or agreements, either written or oral. This Agreement may be amended only by written instrument signed by both the Owner and Architect. §13.2 This Agreement is com prised of the following documents identified below: .1 AIA Document B 101™--2017, Standard Fonn Agreement Between Owner and Architect .2 Building Infonnation Modeling Exhibit, if completed; .3 Exhibits: NYS Division of Homeland Security and Emergency Services Supplementary Conditions for FEMA mitigation Assistance Contracts AIADocument 8101-2017. Copyright© 1974, 1978, 1987, 1997, 2007 and 2017. All rights reserved. "The American Institute of Architects: "American Institute of Architects," "AIA; the AIA Logo, and "AIA Contract Documents" are trademarks of The American Institute of Architects, This document was produced at 10:39:16 23 ET on 08/13/2024 under Order No.4104247559 which expires on 12/13/2024, ls not for resale, Is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents"' Terms of Service. To report copyright violations, e-mail docinfd@aiacontracts.com. User Notes: (1146644602) I []A1A Document E204™-2017,Sustainable Projects Exhibit,dated as indicated below: (Insert the date of the E204-2017 incorporated into this agreement.) Inlt / Other Exhibits incorporated into this Agreement: (Clearly identify any other exhibits incorporated into this Agreement,including any exhibits and scopes of services identified as exhibits in Section 4.1.2.) .4 Other documents: (List other documents,if any.forming part of the Agreement.) I.Dwyer Proposal dated July 2,2024 2.Fee Summary dated July 2,2024 This Agreement enured into aspf the day and year first written above. 's ZjlWJ,-cdvuMature)ARCHITECT (Signature) John A.Gaetano,CHFM.CHC I.,Kelly Yahi.AIA,IIDA,NCIDQ Cayuga Medical Center Dwyer Architectural LLC (Printed name and title)(Printed name,title,and license number,if required) T72 /CCO AIA Document 0101 -2017 Copyright©1974.1978,1987 1997.2007 and 2017 All nghts reserved 'The American Institute of Architects ''American Institute of Architect*.*'AIA *the AIA logo,and ’AIA Contract Documents'are trademarks of The American Institute of Architect*This document was produced at 10 39 16 9 a ET on 08/13/2024 under Order No4 104247559 which expires on 12/13/2024.is not lor resale,is licensed lor one-time use only and may only be used n accordance witn me AIA Contract Documents*Terms of Service To report copynght violations e-mail doonfo@aiacontracts com User Notes:(1146644602)