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Home My WebLink AboutZBA Packet 2024-09-24Page 1 of 2 Town of Ithaca Zoning Board of Appeals Tuesday, September 24, 2024, at 6:00pm 215 N. Tioga St. The meeting for the Zoning Board of Appeals will be held in-person, at Town Hall, with the option for the public to also attend by video conferencing through the Zoom App. The public will have an opportunity to see and hear the meeting live and provide comments through the Zoom App. If a member of the public would like to attend the meeting virtually, for viewing purposes only, it is recommended to watch the livestream video on YouTube. AGENDA  ZBAU-24-2 Trinity Lutheran Church at Ithaca, Owner of 149 Honness Lane; Rob Foote, Applicant/Agent; is seeking relief from Town of Ithaca Code sections 270-249B (Prohibited Sign and displays) and 270-54 (Residential and Conservation Zones) to install an electronic message center, where an electronic message center is not an allowed use. The property is located in the Medium Density Residential Zone district, Tax Parcel No. 58.-2-4.  ZBAS-24-1 Appeal of Khuba International, Owner of 272 Enfield Falls Rd., Ithaca NY, 14850; Aleksandr Mergold, Applicant/Agent; is seeking relief from Town of Ithaca Code section 225-3 (New buildings required to have sprinkler systems) for a proposal to construct a professional building without a sprinkler system. The property is located in the Agricultural Zone district, Tax Parcel No. 33.-1-24.1  ZBAA-24-25 Appeal of Sameer Acharya, owner of 240 Hayts Rd., Ithaca, NY, 14850; Bob Robinson, Applicant/Agent; is seeking relief from Town of Ithaca Code section 270-32 (Yard regulations). Town of Ithaca Code section 270-32A(3) requires a side yard setback of 40’, where the addition is proposed to have a side yard setback of less than 40’. The current property is located in the Agricultural Zone, Tax Parcel No. 24.-1-30 INSTRUCTIONS TO ACCESS THE MEETING VIRTUALLY ON ZOOM: If you have a computer, tablet, or smartphone, you can access the Zoom meeting by going to www.zoom.us and clicking on “JOIN Meeting”, and entering 852-5587-1576 into the Meeting ID. You can also call in to the Zoom meeting at +1 (929) 436-2866. To join the Page 2 of 2 meeting directly, go to https://us06web.zoom.us/j/85255871576. If joining through the Zoom App, you will be placed on hold until the meeting starts. INSTRUCTIONS TO ACCESS THE MEETING VIRTUALLY ON YOUTUBE: If you have a computer, tablet, or smartphone, you can access the meeting by going to The Town’s YouTube channel. To join the meeting directly, go to https://www.youtube.com/channel/UCC9vycXkJ6klVIibjhCy7NQ/live Questions about accessing the Zoom video conference should be directed to Lkofoid@townithacany.gov or (607) 273-1783. Town of Ithaca September 13, 2024 ZBAA-24-25 Zoning Board of Appeals Area Variance Application Status: Active Submitted On: 8/23/2024 Primary Location 240 Hayts Rd Unit Sameer Acharya Ithaca, NY 14850 Owner Sameer Acharya 240 Hayts Rd Ithaca, NY 14850 Applicant Bob Robinson 607-703-9 00 0 bob@birchcontracting.biz 4815 Fitzgerald Rd Burdett, ny 14818 Internal Only-Review Tax Parcel No. 24.-1-30 Is Planning Dept. Approval Required? Yes Is Engineering Dept. Approval Required? Yes Is a GML-239 Review Required? Yes GML-239 Reason for Review* The right of way of any existing or proposed county or state road Type of Variance Area Variance Appearance Date for Variance 9/24/24 Variance Code Language ZBAA-24-25 Appeal of Sameer Acharya, owner of 240 Hayts Rd., Ithaca, NY, 14850; Bob Robinson, Applicant/Agent; is seeking relief from Town of Ithaca Code secon 270-32 (Yardregulaons). Town of Ithaca Code secon 270-32A(3) requires a side yard setback of 40’, where the addion is proposed to have a side yard setback of less than 40’. The current property is located in the Agricultural Zone, Tax Parcel No. 24.-1-30 Variance Code Section 270-32A(3) Internal Tasks to be Completed Meeting Result (First Appearance) – Materials For GML-239 Were Sent 08/28/2024 Deadline for Hearing Notice to Journal 09/12/24 NOON Public Hearing Notice Was Sent 09/12/2024 Neighbor Notiﬁcation Letters Were Sent 09/16/2024 Date Sign Was Picked-up – Material Packets Sent to ZBA Members 09/16/2024 Historical Only Address aﬃliated with request Status Applicant's Information Applicant is* Contractor Is the primary point of contact for application diﬀerent than the applicant?* 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* Reduce side yard set back from 40' to 30' so we can build a covered porch along the existing shape of the building (which has a previous variance for being within the 40' setback) Area Variance Criteria Form 1. Will an undesirable change be produced in the character of the neighborhood or be a detriment to nearby properties?* No Reasons: We wouldn't be protruding any further into the setbacks than the house and existing patio already do. There is also heavy vegetation blocking the view from the neighbors. 2. Can the beneﬁt sought by the applicant be achieved by a feasible alternative to the variance?* No Reasons: No, the back door that would open onto the porch is already within the 40' setback. We can't relocate that door. 3. Is the requested variance substantial?* No Reasons: We're just asking for the same variance that was already given for the main structure. If the house wasn't zoned agricultural the variance wouldn't even be needed. The lot will likely never be used for agricultural purposes as it is less than an acre. 4. Would the variance have an adverse impact on the physical or environmental conditions in the neighborhood?* No Reasons: The entire structure will be built on an existing patio, so there will be no soil disturbance or anything. 5. Is the alleged diﬃculty self-created?* No Reasons: The back door was there when the homeowners purchased it. 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. Digital Signature* Robert Robinson Aug 23, 2024 Meeting Date 08/23/2024 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 Survey with Markup.pdf Uploaded by Marty Moseley on Sep 11, 2024 at 6:18 AM ZBAA-24-25 Appeal Packet.pdf Uploaded by Lori Kofoid on Aug 28, 2024 at 3:53 PM Inspection Report.pdf Uploaded by Marty Moseley on Sep 11, 2024 at 6:06 AM History Date Activity 9/13/2024, 2:05:31 PM Lori Kofoid assigned inspection step Zoning Board of Appeals Meeting to Lori Kofoid on Record ZBAA-24-25 9/13/2024, 2:05:22 PM approval step Notice Pick-up (You will be emailed again when ready) was assigned to Lori Kofoid on Record ZBAA-24-25 Survey and/or Plans ZBAA-24-25 Appeal Packet.pdf Inspection Report.pdf Hello, After completing the review of your area variance application for the proposed work at 240 Hayts Rd, of a new covered deck attached to the main house that was previously an existing patio located in the rear east side yard. I have determined the following item to be non-compliant per the Town of Ithaca’s Code. 1. 270-32 (3) Side yards, the east side yard requires a minimum of 40ft. proposed covered deck addition on side of house is 30ft. In the event of working through an area of variance use this email as a denial letter for the variance document package. Thank you, Jessica Hull Electrical/Code Enforcement Oicer TOWN OF ITHACA 215 N. Tioga Street Ithaca, NY 14850 607-273-1783 www.townithacany.gov Survey was uploaded and measured by the Town of Ithaca Codes Dept. using a PDF program. 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. September 13, 2024 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: Area Variance for proposed porch located at 240 Hayts Road, Tax Parcel #24.-1-30, Sameer Acharya, Owner; Bob Robinson, Applicant. Dear Ms. 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, Katherine Borgella, AICP Commissioner of Planning and Sustainability 1 L .......—‘— -! 1 -- C __ — r. ___ Ii •%_ —_.L____—I C Jr . r \-*. rr- - • - -‘jJY4xt.’.tts;’.- 4fF I-c? •k’:-k- ‘.. - %L -.ja€-,.. r‘-4;? ‘“‘ -. -- --— .j.F . —-r--—. •--_) - --r’••.r:;z--.- -- - -Ht.4’.S. ..- 4 °-i - ----* .:- .-..-.._c•... .-..-—. -. .; ... .-...—.. . .--.1.._r—‘.‘ . .-- 4 . a — S .- L_ —...E---—-—----—.—------— -—- —. ——.—- —p -- .-.., ‘ . --- . ‘- —V .- .:- —— ._.ø- 0 —‘a - .. —_.._. -- -- —- -y.. Zz. ‘ — .--- --—I - .,-_-‘ . -,—.- hi t -. - . - , - - I_I I. — .- . S. . - ‘- . -. - . . ... .-r . 240 Hayts Rd. Proposed Carport and Rear Covered Porch Carport: Variance requested to reduce side lot setback requirement from 40’ to 25’ Plans subject to modification by a licensed engineer to accommodate our snow load, wind loads, etc. Rear Covered Porch: Variance requested to reduce side lot setback requirement from 40’ to 30’ Town of Ithaca August 28, 2024 ZBAS-24-1 Zoning Board of Appeals Sprinkler Variance Application Status: Active Submitted On: 8/19/2024 Primary Location 272 Enﬁeld Falls Rd Unit Khuba International c/o Christa Nunez Ithaca, NY 14850 Owner Khuba International 272 Enﬁeld Falls Rd Ithaca, NY 14850 Applicant Aleksandr Mergold 646-610-0014 am@mergold.work 511 Kline Rd Ithaca, NY 14850 Internal Only-Review Tax Parcel No. 33.-1-24.1 Is Planning Dept. Approval Required? Yes Is Engineering Dept. Approval Required? Yes Is a GML-239 Review Required? Yes Type of Variance Sprinkler Variance Appearance Date for Variance 9/24/24 Variance Code Language Variance Code Section Internal Tasks to be Completed Meeting Result (First Appearance) – Materials For GML-239 Were Sent 08/28/2024 Public Hearing Notice Was Sent 09/16/2024 Neighbor Notiﬁcation Letters Were Sent 09/16/2024 Date Sign Was Picked-up – Material Packets Sent to ZBA Members 09/16/2024 Applicant's Information Applicant is* Architect Is the primary point of contact for application diﬀerent than the applicant?* 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* This is to request an exemption to §225-3 “New Buildings Required to Have Sprinkler System” of the Town Building Code. Speciﬁcally, the installation of a sprinkler system will cause hardship to the non-for-proﬁt Learning Farm, as it will require an installation of a sizeable holding tank to support the 30GPM ﬂow for 30 minutes. As it is known, the Learning Farm property is located at a disadvantage when it comes to the availability of the municipal water and sewer; and the letter to that eﬀect was sent to the Town seeking exception to allow the property to continue with local well water and septic ﬁelds. Sprinkler Variance Criteria Form Examples of Information for Question (1.): - Estimated cost of a sprinkler system for this structure - Cost of the structure or assessed value - Size and shape of structure (architectural drawings) - Presence or absence of water or heating systems in structure 1. Will the strict application of the Sprinkler Chapter of the Town Code create a practical diﬃculty or unnecessary hardship?* Yes Proof: Learning Farm, while located in the Town of Ithaca, is prohibitively far from closest municipal water, and trenching and required excavation are prohibitive in cost and environmental impact. The requisite holding tank is also prohibitive because of its size and resultant environmental and ﬁnancial impact. Examples of Information for Question (2.): - Building use and layout (ﬂoor plan) - Site Plan (location of building on property and relation to other structures) - Building construction materials and methods - Occupancy and number of occupants - Forms of alternative mitigation 2. Will the omission of an approved sprinkler system from all or part of the building signiﬁcantly jeopardize human life?* No Proof: Proposed building design is a single level structure, primarily of masonry and steel, in which multiple direct level exists to grade are available and exceed egress requirement of the Building Code (see Egress Diagram on A010). We are also providing smoke and CO2 detectors throughout, wired into the Fire Alarm system as well as ﬁre extinguishers (see A200 and A010 respectively). Finally, the kitchen hood is equipped with its own ﬁre suppression system. 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. Digital Signature* Aleksandr Mergold Aug 19, 2024 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 Historical Only Address aﬃliated with request Attachments IMG_6150.jpeg Uploaded by Aleksandr Mergold on Aug 20, 2024 at 8:41 AM LFM_L re Sprinkler Exception_120123.pdf Uploaded by Aleksandr Mergold on Aug 19, 2024 at 10:40 PM 20240508_LFM_construction documents.pdf Uploaded by Aleksandr Mergold on Aug 19, 2024 at 10:42 PM Learning Farm SEQR Parts 1-3 plus EAF Map.pdf Uploaded by Aleksandr Mergold on Aug 19, 2024 at 10:48 PM LFM_B105-2017 - Final - 001(1).pdf Uploaded by Aleksandr Mergold on Aug 19, 2024 at 10:56 PM History Date Activity 8/28/2024, 4:51:42 PM Lori Kofoid changed Material Packets Sent to ZBA Members from "" to "09/16/2024" on Record ZBAS-24-1 8/28/2024, 4:51:42 PM Lori Kofoid changed Neighbor Notiﬁcation Letters Were Sent from "" to "09/16/2024" on Record ZBAS-24-1 8/28/2024, 4:51:42 PM Lori Kofoid changed Public Hearing Notice Was Sent from "" to "09/16/2024" on Record ZBAS-24-1 Determination/Denial Letter Narrative Sur vey and/or Plans Environmental Assessment Form Letter or Email of Authorization 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: 5. Urban Rural (non-agriculture) Industrial Commercial Residential (suburban) Aquatic Other(Specify):□ Forest Agriculture □ Parkland SEAF 2019 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 agency? b.Would the proposed action physically alter, or encroach into, any e xisting 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 Please see Part 3 applicant mistakenly checked "yes"-staff corrected 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:__________________________________ applicant mistakenly checked "yes"-staff corrected EAF Mapper Summary Report Friday, March 10, 2023 3:45 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper. Digital data is not a substitute for agency determinations. Part 1 / Question 7 [Critical Environmental Area] No Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] No Part 1 / Question 12b [Archeological Sites]No Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] No Part 1 / Question 16 [100 Year Flood Plain]Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 / Question 20 [Remediation Site]No 1Short Environmental Assessment Form - EAF Mapper Summary Report Page 1 of 2 Agency Use Only [If applicable] Project: Date: 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? 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? 11.Will the proposed action create a hazard to environmental resources or human health? Page 2 of 2 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. Short Environmental Assessment Form Part 3 Determination of Significance Agency Use Only [If applicable] Project: Date: Short Environmental Assessment Form Part 3 – Determinaon of Signiﬁcance- Learning Farm The Learning Farm project involves the development of an aer-school and summer K-12 agricultural educaonal program on Enﬁeld Falls Road. The physical project elements include the construcon of 10 seasonal guest structures (yurts on plaorms), along with a parally earth-bermed building that will contain bathrooms and a learning kitchen. The site layout will also contain associated trails, walkways, parking areas, and stormwater management facilies. The farm and some of the educaonal uses currently operate in several exisng buildings and barns on the property. The construcon of another building and guest facilies to accommodate an expanded program will slightly increase the intensity of the use of the land by having more structures and people on the property than currently exists. However, the guest structures will be seasonal and only used by families of the students in the summer; the program itself is only for a few hours aer-school and in the summer; and the program is limited to a speciﬁc number of people on site (40 students maximum, plus 4 teachers, a farm manager, an administrator, and a farm assistant). There are no expected signiﬁcant adverse environmental impacts with the increase in the use of land or the intensity of the use of land. The proposed earth-bermed building will be constructed behind the exisng barn, north of the exisng gravel turnaround area, where the ground is sloped. The proposed guest structures will be located west of the new building, tucked behind exisng vegetaon. The exisng gravel turnaround will be expanded to include a small parking lot, located behind the exisng home. The property is relavely ﬂat and clear of large trees and vegetaon in the areas proposed for construcon. There is one large deciduous tree adjacent to the proposed building that will remain and will be protected during construcon. There are no expected signiﬁcant adverse environmental impacts to exisng vegetaon. The proposed building is a very low-proﬁle structure with natural-colored and textured materials, parally earth-bermed with a vegetated roof. The guest structures are seasonal yurts, made of natural materials, and designed for removal once the season has ended. The proposed lighng consists of short bollard pathway lights, wall-mounted lights, and angled reﬂector lights. All proposed lighng will comply with the Town Outdoor Lighng Law, and any LED's will be a maximum 3000k color temperature. Visual impacts are expected to be minimal, considering the designs and that most of the project will be constructed behind exisng structures and vegetaon, and will not be easily seen from the road. The proposal will involve a slight increase in traﬃc, based on the development of the educaonal program and of on-site guest structures. However, as noted, the program is only an aer-school and summer program, with a limited number of students, and families only vising during the summer months. The parking and circulaon layout is well deﬁned with the proposed plan, with delineated parking spaces that are expected to accommodate all users of the property. There are no expected signiﬁcant adverse impacts related to traﬃc, parking, or circulaon. Regarding Part 1, Queson 13a: There is a stream located along the north/east property boundary that is regulated by the Town's Stream Setback Law. This stream is also within a Tompkins County Unique Natural Area (UNA-145 Steep Hollow). The UNA comprises the rear 200 feet of the property along the north/east boundary. The project will be located outside of the UNA and the required stream setback. The project includes rain gardens, diversion swales, and other protecons that will migate any impacts to the UNA and stream during and post construcon. L E T T E R 1 of 1 Town of Ithaca Department of Code Enforcement 215 N. Tioga St Ithaca NY 14850 Re: THE LEARNING FARM at 272 Enfield Falls Rd, Ithaca, NY 14850 December 1, 2023 To Whom It May Concern, This is to request an exemption to §225-3 “New Buildings Required to Have Sprinkler System” of the Town Building Code. Specifically, the installation of a sprinkler system will cause hardship to the non-for-profit Learning Farm, as it will require an installation of a sizeable holding tank to support the 30GPM flow for 30 minutes. As it is known, the Learning Farm property is located at a disadvantage when it comes to the availability of the municipal water and sewer; and the letter to that effect was sent to the Town (attached here as well) seeking exception to allow the property to continue with local well water and septic fields. Furthermore, the uses outlined in §225-3 do not specifically match the use of the Learning Kitchen; regardless, the building design is such that it is a single level structure, primarily of masonry and steel, in which multiple direct level exists to grade are available and exceed egress requirement of the Building Code (see Egress Diagram on A010). We are also providing smoke and CO2 detectors throughout, wired into the Fire Alarm system as well as fire extinguishers (see A200 and A010 respectively). Finally, the kitchen hood is equipped with its own fire suppression system. As such we are confident that the building – the combination of its design and equipment provided as described above – will be as safe as an equivalent structure equipped with a sprinkler throughout. Thank you for your consideration. Aleksandr Mergold, AIA THE LEARNING FARM TEACHING KITCHEN 272 ENFIELD FALLS RD ITHACA, NY 14850 100% CONSTRUCTION DOCUMENTS - FOR PRICING 16 APRIL 2024Mergold Architecture PLLC 511 Kline Road Ithaca NY 14850 USA +1-646-610-0014 am@mergold.work www.mergold.work ROOM NAMEKITCHEN 00 CUSTOM MILLWORK TAG PENDANT LIGHT WALL MTD. LIGHT RECESSED LIGHT TRACK W/ HEAD TYPE QUAD RECEPTACLE FLOOR MTD. RECEPTACLE FLOOR MTD. DATA WALL MTD. PHONE/DATA DIMMER SWITCH SWITCHTYPE DEDICATED OUTLET WALL MTD. SUPPLY AIR GRILLE WALL MTD. RETURN AIR GRILLE EXHAUST FAN EXTERIOR WINDOW MARK XX SURFACE MTD. CO /SMOKE DETECTOR XXX XXX DETAIL AREA XXX XXX XXX XXX TYPE INTERIOR DOOR MARK XX XX CLG MTD FAN FINISH TAGTAG-ID N A. THESE GENERAL NOTES APPLY TO THE CONSTRUCTION DOCUMENTS AND SHALL GOVERN UNLESS NOTED OTHERWISE BY GENERAL NOTES OR KEYNOTES ON SPECIFIC SHEETS. B. COORDINATE ALL PROJECT PHASING WITH OWNER OR AS SPECIFIED AND/OR SHOWN ON THE DRAWINGS. C. PROVIDE A SAFE MEANS OF EGRESS THROUGH AND/OR AROUND THE BUILDING AND SITE PER APPLICABLE CODES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. MINIMIZE DISRUPTION TO ADJACENT AREAS/FLOORS AS MUCH AS POSSIBLE. D. MINIMIZE NOISE TO A LEVEL ACCEPTABLE TO THE OWNER. SCHEDULE TASKS CREATING EXCESSIVE NOISE OR NEAR SENSITIVE AREAS WITH THE OWNER. E. PROVIDE DUST CONTROL BETWEEN CONSTRUCTION AREAS AND OCCUPIED AREAS AT ALL TIMES AS SPECIFIED. F. NOTIFY ARCHITECT PROMPTLY IF INFORMATION SHOWN IN ONE CONSTRUCTION DOCUMENT CONFLICTS WITH INFORMATION SHOWN ON ANOTHER. G. NOTIFY ARCHITECT PROMPTLY IF CONSTRUCTION DOCUMENTS ARE INCONSISTENT WITH THE CURRENT APPLICABLE CODES AND REGULATIONS. H. NOTIFY ARCHITECT PROMPTLY IF ANY EXISTING CONDITIONS CONFLICT WITH THE CONSTRUCTION DOCUMENTS. J. STRUCTURAL STEEL MEMBER PROFILES AS INDICATED ON ARCHITECTURAL DRAWINGS MAY VARY FROM ACTUAL PROFILES AND SIZES INDICATED ON THE STRUCTURAL DRAWINGS WHICH SHALL GOVERN. K. COORDINATE EXACT LOCATIONS OF LIGHT FIXTURES. SPEAKERS, SMOKE DETECTORSACCESS PANELS, HVAC DUCTS, DIFFUSERS, REGISTERS, AND OTHER SUCH CEILING ITEMS WITH MECHANICAL, ELECTRICAL AND OTHER TRADES. NOTIFY ARCHITECT PROMPTLY IF ANY LOCATIONS CONFLICT WITH ARCHITECTURAL REFLECTED CEILING PLANS. L. DO NOT SCALE OFF OF PRINTED DRAWINGS. SCOPE OF WORK VICINITY MAP PROJECT DIRECTORY OWNER CHRISTA NÚÑEZ 272 ENFIELD FALLS ROAD ITHACA, NY 14850 ARCHITECT (PRIMARY POINT OF CONTACT) +MERGOLD ALEKSANDR MERGOLD, AIA, ARCHITECT 511 KLINE RD 3RD FLOOR ITHACA, NY 14850 am@mergold.work T: (607) 821-0811 STRUCTURAL ENGINEER TAITEM ENGINEERING JAVIER ROSA 110 S. ALBANY ST ITHACA, NY 14850 T: (607) 277-1118 GENERAL CONTRACTOR SHEET INDEX PROJECT NOTES 1. ALL WORK TO BE DONE IN ACCORDANCE WITH APPLICABLE SECTIONS OF LOCAL CODES HAVING JURISDICTION. 2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND APPROVALS FROM ALL AUTHORITIES HAVING JURISDICTION. 3. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD VERIFICATION OF ALL MEASUREMENTS 4. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND TEMPORARY CONSTRUCTION NECESSARY TO SAFEGUARD ALL PERSONS AND PROPERTY. ALL MACHINERY, TOOLS, SERVICE LINES, CONDUITS, ETC., SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY FROM CONTACT BY THE PUBLIC. 5. CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND PROPERTY AND PROTECT SAME FROM INJURY. CONTRACTOR SHALL DETERMINE LOCATION OF, AND PROTECT, ALL UTILITIES ON AND ADJACENT TO THE SITE. UTILITY COMPANIES MUST BE NOTIFIED AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF SAID WORK. 6. CONTRACTOR SHALL PROVIDE ALL NEW HOT AND COLD WATER SUPPLY PIPING AND SOIL AND WASTE LINES. ALL PLUMBING SHALL COMPLY WITH LOCAL CODES HAVING JURISDICTION. COMMON ABBREVIATIONS AT L CENTERLINE Ø DIAMETER NUMBER PER @ C # / PERPENDICULAR^ BOTTOM OF TOP OF B.O. T.O. ON CENTERO.C. EQ EQUAL STAINLESS STEELSS ABOVE FINISHED FLOORA.F.F. EX EXISTING CEILINGCLG MOUNTEDMTD NIC NOT IN CONTRACT WOODWD PRESSURE-TREATEDPT PTD PAINTED TO BE DETERMINEDTBD TYPICALTYP BD BOARD GYPSUM BOARDGWB PLYWOODPLWD WIC WALK-IN-CLOSET WATER HEATERWH WASHER / DRYERW/D CU CONDENSER UNIT CLOSETCL FURNACEFURN VIF VERIFY IN FIELD ADD'L ADDITIONAL o/ OVER SAFETY NOTES SYMBOLS ELEVATION MARKER SECTION MARKER/ WALL SECTION MARKER XXX XXX EXTERIOR DOOR MARK GFCI OUTLET DUPLEX RECEPTACLE THE LEARNING FARM TEACHING KITCHEN 272 ENFIELD FALLS RD ITHACA, NY 14850 1 DOUGLAS FIRDF BEAMBM OPENINGOP'G WALL TYPE TAG PROPOSED EXTERIOR WALL1 UNLESS OTHERWISE NOTEDUON SD C01 CABINETRY TYPE TAG CONTINUOUSCONT WRB WEATHER-RESISTANT BARRIER 1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 2. MEANS OF EGRESS: ALL MEANS OF EGRESS TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS BUILDING MATERIALS, TOOLS, ETC. 3. FIRE SAFETY: A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A LOCKED AREA. ACCESS TO THE AREA TO BE CONTROLLED BY THE OWNER, OR THE GENERAL CONTRACTOR. B. ALL MATERIALS TO BE STORED IN A ORDERLY FASHION. C. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURERS' CONTAINERS. SUCH MATERIALS ARE TO BE KEPT AWAY FROM HEAT. D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE. E. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. G. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE GAS TO BE USED DURING CONSTRUCTION. 4. DUST CONTROL: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. B. DEBRIS, DIRT, AND DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. PROPOSED INTERIOR PARTITION1 PROJECT DATA SITE L O C A T I O N ADDRESS: 272 Enfield Falls Rd Ithaca, NY 14850 PARCEL NUMBER: TAX MAP 33 / LOT 24.1 MUNICIPALITY: TOWN OF ITHACA, TOMPKINS COUNTY, NEW YORK STATE REFERENCE CODE: 2018 INTERNATIONAL BUILDING CODE LOT COVERAGE = 10% / 1.6 ACRES ALLOWABLE IN AG ZONE LOT SIZE = 16.22 ACRES ZONE: AG -SEE TOWN OF ITHACA ZONING MAP (effective 04. 01. 2004. rev. 12/17/2017) CONSTRUCTION TYPE: V-B (NS) OCCUPANCY: A-2 (RESTAURANTS, CAFETERIAS AND SIMILAR DINING FACILITIES INCLUDING ASSOCIATED COMMERCIAL KITCHENS) ALLOWABLE FLOOR AREA PER TABLE 506.2 FOR A-2 IN TYPE V-B (NS): 6000 SF ALLOWABLE HEIGHT ABOVE GROUND PLANE PER TABLE 504.3 FOR TYPE V-B (NS): 40 FT SEE CODE SUMMARY FOR PROPOSED BUILDING FLOOR AREA AND HEIGHT APN/TAX ID: 503089-33.-1-24.1 ZONE: AG (AGRICULTURAL) PARCEL AREA: 16.22 AC (706,543 SF) MAX LOT COVERAGE PER §270-33: 10% (70,654 SF) TOTAL EXISTING LOT COVERAGE: 3,685 SF REMAINING LOT COVERAGE AREA: 66,969 SF PROPOSED BULDING AREA: 2,969 SF PROPOSED LOT COVERAGE: 6,654 SF SETBACKS PER §270-32 FRONT SETBACK: 30 FT SIDE SETBACK: 40 FT REAR SETBACK: 50 FT STREAM SETBACK: 50 FT TOWN OF ITHACA STREAM SETBACK MAP (REV 03/08/17) - STREAM INDICATED AS 175 AC-1500 AC DRAINAGE AREA HEIGHT LIMITATIONS PER §270-31 MAXIMUM STRUCTURE HEIGHT: 38 FT FROM LOWEST INTERIOR GRADE/36 FT FROM LOWEST EXTERIOR GRADE PROPOSED STRUCTURE: 14'-6" FROM LOWEST EXTERIOR GRADE CODE SUMMARY ARCHITECTURAL A000 - COVER PAGE A001 - PROJECT NOTES A010 - PROPOSED SITE PLAN & EGRESS DIAGRAM A011 - SITE LIGHTING PLAN AND SCHEDULE G100 - CUT AND FILL DIAGRAM G101 - GRADING AND DRAINAGE PLAN A100 - GROUND FLOOR PLAN A110 - ROOF PLAN A111 - SCHEDULES A120 - EQUIPMENT PLAN AND SCHEDULE A200 - REFLECTED CLG PLAN AND LIGHTING SCHEDULE A201 INTERIOR LIGHT FIXTURE SPEC SHEETS A300 - ELEVATIONS A301 - ELEVATIONS A400 - SECTION A401 - SECTION A500 - WALL SECTIONS A501 - WALL SECTIONS A502 - WALL SECTIONS A503 - WALL SECTIONS A510 - VIEWS A600 - INTERIOR ELEVATIONS A601 - INTERIOR ELEVATIONS A800 - DETAILS A801 - DETAILS A802 - DETAILS A803 - DETAILS F100 - FINISH PLAN AND SCHEDULE STRUCTURAL S100 - FOUNDATIONS PLAN S101 - ROOF FRAMING PLAN S102 - STRUCTURAL D IAGRAM ELECTRICAL AND PLUMBING E001 - ELECTRICAL POWER PLAN E002 - ELECTRICAL SWITCHING PLAN P001 - PLUMBING WASTE PLAN AND RISER DIAGRAM P002 - WATER SUPPLY PLAN P003 - PLUMBING VENTING PLAN MECHANICAL AND ENERGY M-001 - NOTES AND LEGEND M-002 - SCHEDULES M-101 - FLOOR PLAN M-201 - DETAILS M-202 - DETAILS M-203 - DETAILS PULL SIDE PULL SIDE BOTH CLOSER AND LATCH FRONT APPROACHES-SWINGING DOORS *NOTE: X = 12" IF DOOR HAS PULL SIDE NOTE: X=36" IF Y=60' NOTE: X=42" IF Y=54" 48 " M I N DOOR HAS A CLOSER NOTE: Y=54" MIN. IF NOTE: ALL DOORS IN ALCOVE SHALL COMPLY WITH CLEARANCES FOR FRONT APPROACHES HINGE SIDE APPROACH-SWINGING DOORS LATCH SIDE APPROACHES-SWINGING DOORS HINGED DOORS IN SERIES TOILET STALL CLEARANCES 42 " M I N . 18 " 42"MIN 19 " M I N 48"MIN LAVATORY CLEARANCES 60 " M I N Y 48 " M I N Y FRONT APPROACH- SLIDING DOORS AND FLOLDING DOORS 48 M I N . 12" SIDE WALL 36"MAX 33 " - 3 6 " 30 " M I N X* 48 " M I N PUSH SIDE PUSH SIDE 18" MIN YX 24" MIN PUSH SIDE X X 24" MIN 48 " M I N 42 " M I N NOTE: Y=48" MIN. IF DOOR HAS DOOR HAS A CLOSER NOTE: Y=48" MIN. IF BOTH CLOSER AND LATCH 42 " M I N 54" MIN SLIDE-SIDE APPROACH- SLIDING DOORS AND FLOLDING DOORS 54" MIN. 42" MIN 36 " M I N 6" M A X 12" MAX 36"MIN 33 " - 3 6 " 17 " - 1 9 " ACCESS REQUIREMENTS 17" MIN 60 " C L R 56" CLR 60 " m i n 60" min WHEELCHAIR TURNING SPACE 9" m i n 27 " m i n 36 " m a x 6" max8" min 17"-19" DRINKING FOUNTAIN CLEARANCES DOOR CLEARANCES MANEUVERING CLEARANCES BATHROOM CLEARANCES 16"min 36" 24 " m i n 36 " m i n ROLL-IN SHOWER CLEARANCES 1-1/4"-1-1/2"1-1/2" GRAB BAR SIZING AND SPACING 9" m i n 27 " m i n 29 " m i n 34 " m a x 40 " m a x 17" min depth 6" max toe clearance8" min knee clearance highest reach 30"24" 46 " 34 " m a x MAXIMUM SIDE REACH OVER OBSTRUCTION point 48" Y 30 " X Z X Z 48" MAXIMUM FORWARD REACH OVER AN OBSTRUCTION NOTE: X shall be < 25"; Z shall be > X. When X < 20", then Y shall be 48" maximum. When X is 20" to 25", then Y shall be 44" maximum. X is the maximum forward reach over an obstruction. CONSTRUCTION OF NEW 2,500 SF PRODUCTION AND TEACHING KITCHEN FACILITY, INCLUDING PROCESSING ROOMS, COLD STORAGE, GENERAL STORAGE, AND BATHROOMS. VEGETATED ROOF TO BE ACCESSIBLE FROM GRADE AND OCCUPIABLE. 01 GENERAL REQUIREMENTS 02 EXISTING CONDITIONS - (EX) SITE TREES TO BE PROTECTED AND RETAINED. - INSTALL SILT FENCE AROUND WORK AREA 03 CONCRETE - CONCRETE FOUNDATIONS, WALLS, AND INSULATED FINISHED SLAB-ON-GRADE. SEE 32 EXTERIOR IMPROVEMENTS FOR EXTERIOR CONCRETE FLATWORK. - 04 MASONRY - SEE 32 EXTERIOR IMPROVEMENTS FOR BRICK PATIO - BRICK EXTERIOR FIREPLACE 05 METALS -PRIMARY ROOF GIRDERS: STEEL WIDE FLANGE ON STEEL SQUARE HSS POSTS AND BASEPLATES -TRELLIS COLUMNS: HOT-DIP GALVANIZED ROUND HSS COLUMNS WITH ROUND BASEPLATE - - FABRICATED GUARDRAIL SYSTEM AT VEGETATED ROOF - HOT-DIP GALVANIZED METAL FRAMING AT EXTERIOR FIREPLACE CHIMNEY - ENCLOSURE AT MAKEUP AIR ROOF UNIT - BRACKETS AT TRELLIS BENCH - RAILINGS AT EXTERIOR STAIRS, RAMP, MECHANICAL WELL SCREEN FENCE - STAINLESS STEEL CABLE, TURNBUCKLES AND CLEVIS PINS AT AWNING, ABOV TRELLIS JOISTS - METAL SIDING AT CHIMNEY FLUE - METAL FASCIA THROUGHOUT - 06 WOODS, PLASTICS, AND COMPOSITES - STRUCTURE AND PARTITIONS TO BE LIGHT WOOD FRAMING PER PLAN - TRELLIS JOISTS AND BRIDGING TO BE OF CEDAR OR OTHER WEATHER-TOLERANT WOOD SPECIES - WOOD CASEWORK AT TEACHING KITCHEN 07 THERMAL AND MOISTURE PROTECTION - PRIMARY ROOF TO BE INSULATED INTENSIVE VEGETATED ROOF - SECONDARY ROOF AT BATHROOM BLOCK TO BE STANDING SEAM METAL - MECHANICAL LOCK TYPE WITH 1" SEAM - AWNING ROOF TO BE FLAT-SEAM METAL PANEL - EXTERIOR WALL AND SOFFIT CLADDING TO BE RECLAIMED VERTICAL WOOD BOARD (SIZE AND PROFILE TBD)-RAINSCREEN TYPE - ROOF AND WALL CAVITY INSULATION TO BE CLOSED-CELL BLOWN INSULATION. - CONTINUOUS RIGID BOARD INSULATION AT WALLS AND ROOF PER DETAILS. - METAL GUTTERING WITH RAIN CHAINS, TO MATCH ROOF FINISH 08 OPENINGS - EXTERIOR OPENINGS TO BE THERMALLY-BROKEN INSULATED DOUBLE-GLAZED ALUM STOREFRONT - SKYLIGHT: BASIS OF DESIGN IS LAMILUX CIRCULAR DOUBLE-GLAZED SKYLIGHT ON SITE-BUILT CURB - GLAZED ROLL-UP DOOR AT PROCESSING - INTERIOR DOORS TO BE WOOD SOLID-CORE FLUSH TYPE IN HM FRAMES - SPECIALTY DOORS: KITCHEN PASS-THROUGH DOORS WITH VISION LITE - PASS-THRU WINDOW AT KITCHEN COUNTER 09 FINISHES - INTERIOR CEILING AT PRIMARY CLASSROOM SPACE TO BE RECLAIMED WOOD - SIZE AND PROFILE TBD - OTHER FINISH CEILINGS AND SOFFITS TO BE PAINTED GWB - LEVEL 4 FINISH - PRIMARY WALL FINISH TO BE PAINTED GWB - LEVEL 4 FINISH - WOOD BUTCHER BLOCK AT KITCHEN COUNTER 10 SPECIALTIES -BRICK PIZZA/BREAD OVEN BY OTHERS -MODULAR METAL SHELVING AT PRODUCTION KITCHEN AND PROCESSING 1 - RECYCLED STONE TOILET PARTITIONS - SITE-BUILT WALK IN COOLER - 11 EQUIPMENT - COMMERCIAL KITCHEN EQUIPMENT TO BE ALL-ELECTRIC-SEE EQUIP SCHEDULE - - 12 FURNISHINGS - CLASSROOM WORK TABLES - BUILT-IN DESK AT OFFICE - STAINLESS STEEL KITCHEN WORK TABLES 21 FIRE SUPPRESSION - PROVIDE FIRE EXTINGUISHERS PER PLAN - SEE EQUIP SCHEDULE FOR KITCHEN VENT HOOD - PROVIDE HARD-WIRED SMOKE DETECTORS PER RCP 22 PLUMBING - PRIMARY BUILDING WATER HEATING TO BE AIR-SOURCE HEAT PUMP HOT WATER HEATER - SECONDARY HOT WATER HEATER TO BE ELECTRIC TANK-TYPE AT STAFF BATHROOM - PROVIDE REVERSE OSMOSIS SYSTEM AND PRESSURE TANK - PROVIDE GREASE INTERCEPTOR AT MECH/JANITORIAL - ALL HOSE BIBBS TO BE OF LEAD-FREE FROST-PROOF TYPE WITH BACKFLOW PREVENTERS AND VACUUM BREAKERS - TANK TYPE FLOOR-MOUNT TOILETS THROUGHOUT - WALL-MOUNTED SINKS THROUGHOUT - INSULATE P-TRAPS - 23 HVAC - PRIMARY BUILDING HEATING AND COOLING TO BE AIR-SOURCE HEAT PUMP SYSTEM - FAN COIL TYPES AND LOCATIONS PER PLAN - BATHROOM VENTILATION PER MECH PLANS - PROVIDE KITCHEN VENT HOOD AND EXHAUST DUCTWORK OVER RANGE - MAKEUP AIR UNIT ON ROOF OF BATHROOM BLOCK 26 ELECTRICAL - PROVIDE 120/240V SINGLE-PHASE ELEC SERVICE - LOW-VOLTAGE FOR EMERGENCY LIGHTING - LIGHTING TO BE OF LED TYPE U.O.N. - 31 EARTHWORK - GRADING FOR BUILDING - USE CUT SPOIL AS FILL FOR BASE OF ROOF, FILL AT SLOPE 32 EXTERIOR IMPROVEMENTS - RECLAIMED BRICK PATIO o/ CONCRETE SLAB BASE AND SAND BED, CAST-IN-PLACE CONCRETE EDGE - COMPACTED GRAVEL PATIO - MOVABLE PLANTER - CONCRETE STEPS AND STEPPED SEATING AT SOUTH PATIO - COMPACTED GRAVEL WALKWAY AT BASE OF ROOF - CONCRETE PAD AT MECH WELL AND OUTSIDE MECH/JANITORIAL - CONCRETE SERVICE RAMP - CONCRETE SERVICE/EGRESS STAIR 33 UTILITIES - PROVIDE SEPTIC TANK, SEPARATION BOX AND SEPTIC FIELD PER SITE PLAN - CONNECT TO (EX) WELL - CONNECT TO SITE ELECTRICAL (CONFIRM SERVICE SIZE) - PROVIDE BUILDING AND SITE DRAINAGE PER PLANS - Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Architect Consultants Structural & MEP EngineerTaitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Proect Information 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 RevisionsConsultantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 PROJECT NOTES A001 GRAVE L D R I V E S S S S S S S S S S S S S S S S S S S S S S S S SCALE:NTS PATH OF TRAVEL DISTANCE PLAN3 MIN. NUMBER OF EXITS FROM STORY = 2 (PER TABLE 1006.3.3) PROPOSED EXITS = 6 TEACHING KITCHEN BUILDING: TEACHING KITCHEN: (EDUCATIONAL-CLASSROOM AREA) 20 SF / OCCUPANT, NET (PER T. 1004.5) 800 SF/20 SF PER OCCUPANT = 40 OCCUPANTS (MAX OCCUPANT LOAD 49 FOR 1 EXIT PER TABLE 1006.3.3(2) PRODUCTION KITCHEN (COMMERCIAL KITCHEN) 200 SF / OCCUPANT, GROSS (PER T. 1004.5) 419 SF/200 SF GROSS = 3 OCCUPANTS PROCESSING AREAS: (COMMERCIAL KITCHEN) 427 SF/200 SF GROSS = 3 OCCUPANTS OFFICE (BUSINESS AREAS) 150 SF / OCCUPANT, GROSS (PER T. 1004.5) 78 SF/150 SF GROSS = 1 OCCUPANT MECHANICAL SPACE: 208 SF/300 SF GROSS = 1 OCCUPANT TOTAL LOAD = 49 OCCUPANTS OCCUPANT LOAD > 50: EGRESS DOORS SWING IN THE DIRECTION OF TRAVEL PER 1010.1.2.1 MANUAL FIRE ALARM NOT REUIRED FOR GROUP B OCCUPANCY WITH OCCUPANT LOAD UNDER 100 PER 2020 NYS FIRE CODE 907.2.2 TEACHING KITCHEN 800 SF 40 OCCUPANTS MECH 208 SF 1 OCCUPANT PRODUCTION KITCHEN 419 SF 3 OCCUPANTS PROCESSING 190 SF 1 OCCUPANT COOLER 100 SF 1 OCCUP. PROCESSING 137 SF 1 OCCUPANT 12'-11" 16 ' - 1 1 " 14' - 1 " 44' COMMON PATH OF TRAVEL (MAX. 75' ALLOWED PER. T. 1006.2.1) 13'-6" 16 ' - 1 1 " 10 ' - 9 " 42' COMMON PATH OF TRAVEL (MAX. 75' ALLOWED PER. T. 1006.2.1) 22'-0" 27 ' - 6 " 50' COMMON PATH OF TRAVEL (MAX. 75' ALLOWED PER. T. 1006.2.1) N 3'-0"6'-0" 3' - 0 " OFFICE 78 SF 1 OCCUPANT PROPOSED AREA OF WORK 'A' PER APPROVED SITE PLAN SETBACK LINE - TYP. SCALE:1"=75'-0" SITE PLAN1 PROPOSED KITCHEN BLDG & PATIO PROPOSED PARKING & TURNAROUND (26) SPACED INCL (1) VAN-ACCESSIBLE SPACE (EX) BARN & SILO - NO WORK PROPOSED (EX) HOUSE - NO WORK PROPOSED SETBACK LINE TYP. 0 30 300 600 FT 150 N (EX) WEST DRIVEWAY PROPOSED SEPTIC SYSTEM 200'-0"DISTANCE FR O M W E L L B C G (FUTU R E PHASE ) F (FUTU R E PHASE ) 6'-0" NOTE: SEE REFLECTED CEILING PLAN 1/A200 FOR LOCATION OF ILLUMINATED EXIT SIGNAGE NOTE: EAST DRIVEWAY NOT TO BE USED FOR PROPOSED PHASE I WORK EXIT EXIT EXITEXITEXIT EX I T EX I T 30'-2" 7'-0"7'-0" R36 ' - 7 " (<7 5 ' P E R N F P A 1 0 ) R53' - 9 " (<75 ' P E R N F P A 1 0 ) SCALE:NTS FIRE EXTINGUISHER PLAN4 CLASS 'A' FIRE EXTINGUISHER CLASS 'A' FIRE EXTINGUISHER SCALE:NTS EGRESS PLAN AT GROUND LEVEL2 54'-3" EXIT SEPARATION DISTANCE 83'-6" D I A G O N A L D I S T A N C E SPRINKLERED VENT HOOD FOR RANGE - SEE MECH DWGS 3' - 0 " 3' - 0 " 3'-0"3'-0" FD FD FE FE FD FD FE FE FD FD FE FE (EX) EAST DRIVEWAY Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral & MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SITE PLAN AND EGRESS PLAN AS NOTED A010 F1 WALL-MONTED LIGHT F2 OLLARD LIGHT F4 SRFACE-MTD DOWNLIGHT SITE LIGHTING LEGEND SCALE NTS SITE LIGHTING PLAN1 0 20 200 400 FT 100 N AS NOTED F4 F1 F2 F2 F2 F2 F2 F2 F2 F2F2 F2 F2 F2 F2 F2 F2 F5 RECESSED DOWNLIGHT - SEE 1/A200 REFLECTED CLG PLAN FOR LOCATIONS OF RECESSED DOWNLIGHTS F4 F4 F4 F4 F1 F5F5 F5F5F5F5F5F5 F5F5 F5F5 SITE LIGHTING PLAN AND SCHEDULE AS NOTED Alesanr Mergol, AIA 511 Kline R r Floor Ithaca, NY 14850 ammergol.wor T 607-821-0811 Architect Consultants Structural & MEP EngineerTaitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Project Information 272 Enfiel Falls R Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co y r i g h t . 2 0 2 4 RevisionsConsultantsOwner Christa Ne 272 Enfiel Falls R Ithaca, NY 14850 16 APRIL 2024 A011 SCALE:1" = 25'-0" CUT AND FILL DIAGRAM1 0 10 100 200 FT 50 N SCALE:NTS SCHEMATIC SECTION2 830' 826' 828' FILL: 200 CU YD PROVIDE DOUBLE-LAYER SILT FENCE AT PROJECT BOUNDARY LINE OF PROPOSED BUILDING (EX) BARN AND SILO GROSS CUT: 1130 CU YD NET CUT: 930 CU YD T.O. INSULATED SLAB-ON GRADE AT +824' TEMPORARY SOIL MOUND PATIO EDGE FOLLOWS CONTOUR 824' 824' 822' 820' 818' 816 ' 814 ' 812 '810 ' PROPO S E D L E V E L PATIO A R E A (EX) WELL NOTE: SEE S100-S103 FOR FOUNDATION PLANS AND DETAILS PROTECT (EX) TWIN TREE PROPOSED RETAINING WALL (EX) OPEN AMPHITHEATER BENCHES (EX) STAGE 832' 83 4 ' PROPOSED RETAINING WALL FILL LINE OF (EX) GRADE CUT FINISH FLOOR LEVEL EL.+824'-0" B.O. ROOF EL.+831'-0" T.O. ROOF EL.+836'-9" MODIFIED CONTOUR - TYP 100'-0" 50 ' - 0 " EXCAVATION SCOPE OF WORK 1. EXCAVATION EXCAVATION PER GRADING PLAN FOR BUILDING AND LEVEL PATIO. GRADED ACCESS TO VEGETATED ROOF TO BE PLANTED FILL - REFER TO SECTIONS. REFER TO SHEET G100 FOR CUT/FILL QUANTITIES, EXCAVATION DIAGRAM AND BASE SLAB ELEVATION. 2. SITE RETAINING WALLS AND STAIRS ASSUME THREE ALTERNATES FOR RETAINING WALLS: a. 18" GABION WALLS W/ CONCRETE FOOTING b. 8" SITE-CAST CONCRETE WALL c. STEEL H-PILE W/ WELDED STEEL FINS AS REQ'D W/ 2X12 WD LAGGING STEPPED SEATING AND SITE STAIRS TO SOUTH OF BUILDING: ASSUME THREE ALTERNATES: a. 18" GABION WALLS W/ STONE CAP, CAST CONC STAIRS b. SITE-CAST CONCRETE THROUGHOUT c. 8" TIMBER WALLS WITH STONE CAP AT SEATING PATIO IS BRICK (BRICK TYPE TBD), AREA 2000SF (AS NOTED IN A100) OVER 4" CONCRETE SLAB (SLOPED TO DRAIN) AND 8" COMPACTED STONE SUBGRADE - REFER TO SECTIONS. PATIO EDGE TO BE CONCRETE CURB. DRAWINGS ARE SCALED; EXTERIOR RETAINING WALLS APPROX. 90 LF, ASSUME 5’ HEIGHT ABOVE FINISHED GRADE. 3. FOUNDATIONS FOUNDATION SIZING AND DETAILS PER TAITEM ENGINEERS, CALLING 10” FORMED CONCRETE WALLS. SEE S-SERIES DRAWINGS. 4. DRAINAGE 6” Ø PERFORATED DRAINS THROUGHOUT: LOWER DRAIN ALONG FOOTINGS AND UPPER DRAIN AT 6” BELOW GRADE COVERED BY #2 GRAVEL AND WRAPPED IN GEOTEXTILE. DRAINS TO DAYLIGHT IN GORGE TO EAST OF BUILDING - REFER TO GRADING AND DRAINAGE PLAN. PROVIDE LINEAR INTERCEPT DRAIN WITH STEEL GRATE AT BASE OF SITE STAIRS NEAR MAINTENANCE ROOM AND SERVICE RAMP - BASIS OF DESIGN ZURN Z886 LINEAR TRENCH DRAIN. 5. SITE UTILITIES SEPTIC FIELD LOCATED DUE EAST OF THE LEARNING KITCHEN (LK), APPROX. 250’ DUE EAST O LK, PER SCOTT GIBSON’S DRAWINGS (SCOTT IS COPIED HERE) SEPTIC FIELD IS 30’X40’ PER CIVIL DRAWINGS NO GAS LINES, ASSUME POWER & FIBER FROM NEAREST POLE (APPROX. 230’ DUE SOUTH-WEST FROM LK), WATER LINE FROM EXISTING WELL (APPROX. 100’ DUE SOUTH FROM LK) 6. SITE PROTECTION PROTECT (EX) TWIN TREES TO SOUTH OF BUILDING PER PLANS PROVIDE DOUBLE-LAYER SILT FENCING AT PROJECT BOUNDARY FOR DURATION OF CONSTRUCTION - REFER TO CUT AND FILL DIAGRAM. DOUBLE-LAYER SILT FENCE AROUND PROJECT BOUNDARY REMOVE TREES 34'-10" BUILDING 18'-4" PATIO (VARIES) 37'-3" FILL HIGH POINT EL.+835'-0" LOW POINT EL.+824'-0" 34' - 1 1 " 96'-4" Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral & MEP Engineer Taite 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 CUT AND FILL DIAGRAM AS NOTED G100 SCALE:3/32" = 1'-0" GRADING AND DRAINAGE PLAN1 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" FOUNDATION DRAIN DAYLIGHTS IN GORGE - TYP +8 3 0 ' +831' +825' +832' +833' +8 2 9 ' +829' +820' +815' +810 ' +830' +831' +828' +825' +826' +824' PATIO +83 2 ' +8 3 3 ' +834 ' +835 ' +823' +822' +821' +819'+818' +817'+816' +814 ' +813 '+812 '+811 ' +809 ' +808 ' +807 ' +806 '+805 '+804 ' +803 '+802 '+801 ' +800 ' +829' +828' +827' +826' PROVIDE 6" Ø PERF DRAIN TILE AT THRESHOLD AND FOOTER AT RET WALLS - TYP LINE OF CONCEALED DRAIN LINEAR INTERCEPT DRAIN LINEAR INTERCEPT DRAIN 24" TWIN APPLE 24" TWIN APPLE 12" APPLE FUTURE SITE STAIRS - BY OTHERS 6" PERFORATED FOUNDATION DRAIN PIPE LINEAR INTERCEPT DRAIN - ZURN Z886-HDS OR EQ - SEE 2/A801 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 GRADING AND DRAINAGE PLAN AS NOTED G101 N SCALE:3/32" = 1'-0" LANDSCAPE SITE PLAN1 +8 3 0 ' +831 ' +825' +832 ' +833 ' +8 2 9 ' +829' +820' +815' +81 0 ' +830 ' +831' +828 ' +825' +826' +824' PATIO +83 2 ' +8 3 3 ' +83 4 ' +83 5 ' +823' +822' +821' +819' +818' +817' +816' +81 4 ' +81 3 '+81 2 '+81 1 ' +80 9 ' +80 8 ' +80 7 ' +80 6 ' +80 5 '+80 4 ' +80 3 ' +80 2 ' +80 1 ' +80 0 ' +829 ' +828' +827' +826' 24" TWIN APPLE 24" TWIN APPLE 12" APPLE FUTURE SITE STAIRS - BY OTHERS 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" PAVED GRAVEL PATH PLANTED SLOPE - PLANTING SPECIES TBD 25'-5" 24" TWIN APPLE 24" TWIN APPLE 2' - 1 0 " 7'-10" 23 ' - 2 1 / 2 " 46 ' - 1 0 1 / 8 " 5'-11"11' - 7 3 / 8 " 37 ' - 8 " 9' - 2 " EMBED FASCIA IN CRUSHED ROCK - TYP A503 2 VEGETATED ROOF - SEE 1/A803 LINE OF BUILDING BELOW SKYLIGHT - TYP EDGE OF PAVED PATIO 4'-11 3/4" 13'-10 1/8" 5' - 8 1 / 2 " 4' - 6 1 / 4 " 14 ' - 1 1 / 4 " 4' - 0 1 / 4 " 10'-0" 22 ' - 6 1 / 2 " 6' - 9 1 / 8 " 10'-2 5/8" 16'-3 3/4" 3'-10" 16'-9 3 / 8 " 32'-10 3/8" 7'-0" 38'-4 1/2"25'-9 7/8" 7'-9 " GRAVEL PATH Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 LANDSCAPE PLAN AS NOTED G102 N STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE EL E C T R . P A N E L STAFF LOUNGE MECH. 2- W A Y P A N T R Y 2-SIDED FIRE PLACE SEATS ST A F F C L PA N T R Y O R E Q U I P M E N T C L ST A F F H A L L W A Y GRAVEL PATIO 642 SFBRICK PATIO 2000 SF BATHROOMS K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA CHANGING FD FD FD FD FD FD FD FD BATHROOM 2BATHROOM 1 BATHROOM 3 FD SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL FE FE MECH WELL K-2054JAMESTOWNC_LAVATORYVITREOUS CHINA 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" CHANGING SCALE: 3/16" = 1'-0" GROUND FLOOR PLAN1 AREA: KITCHEN BUILDING - 2610 SF VESTIBULE - 130 SF BATHROOMS - 360 SF TOTAL: 3100 SF UP UP SKYLIGHT ABOVE, TYP. LEVEL WALK FROM BARN (EX) APPLE TREE PLANTED FILL PIZZA/BREAD OVEN CONC RETAINING WALL COUNTER LINE OF ROOF OVERHANG ABOVE FIREWOOD STORAGE NICHE CONC RETAINING WALL HAND SINK MOP SINK EGRESS DOOR THREE-CPTMT SINK RFRF PREP STATION W/ WALL SHELVING ABOVE WAREWASHER SOILED DISH TABLE APPROX EDGE OF FILL BI-LEVEL ACCESSIBLE DRINKING FOUNTAIN EDGE OF WD TRELLIS ABOVE SLOPE SUB-BASE TO DRAIN 3'-0" 5'-7" 4' - 4 " 6'-5" 3' - 5 1 / 4 " C L R 6'-4 3/4" 3'-0" INTERCEPT DRAIN 01 02 0304 06 05 0102 03 04 07 05 07 0608 18 17 13 12 14 15 16 10 11 09 0102 A1 C1 A C C A A A401 1 A400 1 A402 1 A301 2 A301 1 A300 1 A300 2 A301 3 MO V A B L E PL A N T E R 5' - 0 " C GREASE INTERCEPTOR COVER ENTRY ACCESSIBLE ENTRY C 3'-0" CLR3'-0" CLR 3'-0" CLR 3'-0" CLR CONCRETE PATIO CURB LINE OF ROOF CANOPY ABOVE 3' - 5 " AL I G N RAIN CHAIN - TYP STEEL PIPE COLUMN - TYP BENCH SHORT WALL CONC RETAINING WALL CONC STEPS LINE OF WD BEAM ABOVE CONC CURB 830' 828' 826' 824' 822' 820' 832' 818' 816' 814' 816' HEARTH STONE CONC SERVICE RAMP ACCESSIBLE TOILET STALL 7'-7" BENCH 6'-0" CLR 6'-0" CLR CLASS 'A' FIRE EXTINGUISHER CLASS 'A' FIRE EXTINGUISHER 1 A703 FLOOR PLAN NOTES 1. SEE A011 FOR BUILDING EGRESS PLAN 3. SEE A111 FOR EXTERIOR WALL TYPES 4. SEE F100 FOR FINISH PLAN AND SCHEDULE 5. SEE A002 FOR ADD'L ACCESSIBILITY INFORMATION AND DETAILS 6. SEE A700 SERIES FOR ENLARGED BATHROOM PLANS AND ELEVATIONS 1 A701 1 A702 ACCESSIBLE ENTRY HEAT PUMP OUTDOOR UNITS - SEE MECH PLANS FIRE ALARM PANEL Ø5 ' - 0 " Ø5'-0" EGRESS DOOR EGRESS DOOR EGRESS DOOR EGRESS DOORS 3' - 0 " C L R 7'-0" CLR7'-0" CLR3'-0" CLR LINE OF SPRINKLERED KITCHEN EXHAUST HOOD - SEE MECH DWGS FOR SPEC AND DETAILS 3' - 0 " C L R WH WH WH 3'-0" 3'-0" CLR 4'-0" 3' - 0 " C L R 3' - 0 " 3' - 0 " 3' - 0 " 4'-0" 3' - 6 " METAL ENCLOSURE THREE-CPTMT SINK SEALED CONCRETE FLOOR 3'-0" CLR 3'-0" ROLL-UP DOOR WOOD STOVE EGRESS DOOR A1 C1 C1 6 A800 3' - 9 1 / 2 " 1'-0" 3" 4'-7 1/8" 3'-2 1/2" 6'-7 1/2" 3'-2 1/2" 10 1 / 2 " 9' - 2 " 4' - 2 3 / 8 " 3' - 1 1 1 / 2 " 8'-8" 5'-3" 5' - 5 " 4'-7 1/8" EQ EQ EQ 3'-6 1/2" 2' - 4 1 / 8 " EQ2'-3 1/2"4'-2 3/8" 3' - 6 7 / 8 " 5'-11 7/8" 6'-7 1/2" 5' - 1 3 / 8 " 3' - 0 3 / 4 " 4'-1 1/4" 2' - 1 0 " EQEQEQ 5'-3 7/8" 5'-11 1/2" 5' - 6 " 10'-11" 8 1/4" 5' - 1 1 / 8 " 5/8" 5'-0" 4' - 6 1 / 4 " 3'-9 5/8" 3'-5 1/2" 11 ' - 4 1 / 2 " 2'-2 3/4" 5" 2' - 2 1 / 4 " Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 GROUND FLOOR PLAN AS NOTED A100 N SCALE:3/16" = 1'-0" ROOF PLAN1 UP UP FROM BARN VEGETATED ROOF PLANTED FILL AWNING BELOW UP CODE-COMPLIANT RAILING WOOD TRELLIS FLUE FOR FIREPLACE BELOW SKYLIGHT - TYP SLOPE CONC SERVICE RAMP GUTTER CHIMNEY ENCLOSURE FOR PIZZA OVEN FLUE, WOOD STOVE FLUE, AND MAIN PLUMBING VENT INTERCEPT DRAIN IN TRENCH BELOW COMPACTED GRAVEL WALKWAY A401 1 A400 1 A402 1 A301 2 A301 1 A300 1 A300 2 A301 3 METAL PLATE ROOF FOR FIREWOOD STORAGE NICHE BALLAST SURROUND - TYP 2X4 BRIDGING - TYP ROOF VENT MAKE-UP AIR UNIT - SEE MECHANICAL DWGS STANDNING SEAM METAL ROOF LOW-SLOPE MEMBRANE ROOF PERFORATED METAL MECH ENCLOSURE - 50% OPEN AREA 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" A500 2 A500 1 A502 2 A501 2 A501 1 A503 1 A502 1 PAVER PATH BALLAST EDGE (EX) APPLE TREE CONCRETE SLAB GUTTER GUTTER PAVED TERRACE EDGE OF TERRACE GRAVEL PAVED PATH - SEE G102 LANSCAPE PLAN A503 2 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ROOF PLAN AS NOTED A110 N SCALE:NTS INTERIOR DOOR SCHEDULE2 SCALE:NTS EXTERIOR DOOR AND WINDOW SCHEDULE1 1/2" PLWD SHEATHING WALL TYPE R NOTESSTUD TYPE EXT E R I O R PLAN REINF. POURED CONC WALL w. EXTERIOR INSULATION OUT IN SECTION 10" POURED CONC WALL HOR AND VERT REINFORCING DIAM AND SPACING PER STRUCTURAL VERTICAL PTDF 2X FURRING AT 24" O.C. 1/2" GWB C C PAINTED-ON WATERPROOFING PAINTED-ON WATERPROOFING 13 OUT IN WALL TYPE R NOTESSTUD TYPE EXT E R I O R PLAN 2X6 FRAMED WALL LINE B THERM-MODIFIED WD SIDING 16 " O . C . SECTION OUT IN 1/2" GWB 3/4 THERMALLY-MODIFIED T&G SIDING COR-A-VENT SV3 3/4" VENTED HOR FURRING STRIP AT 18" O.C. 2" VER WD BATTEN - STAGGER WRB A A AIR SPACE AIR SPACE 34 (21+13ci) WRB 2" RIGID INSULATION 2X6 FRAMING W/ R-21 MIN CAVITY INSULATION "" w/ DEEP FURRING FOR PLBG WALLSC113A12X634 (21+13ci) FRAMED WALL 10" CURB 1-1/2" FURRING AT 24" O.C. 2X PTDF FURRING AT 24" O.C. 2" EXTERIOR RIGID BOARD INSULATION - TAPE SEAMS A1 SEE WALL SECTIONS DEEP FURRING C1 DEEP FURRING SEE WALL SECTIONS POLYETHYLENE DIMPLE DRAINAGE MAT POLYETHYLENE DIMPLE DRAINAGE MAT SCALE:1-1/2"=1'-0" EXTERIOR WALL TYPES3 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.work T: 607-821-0811 Architect Consltants Strctral & MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SCHEDULES AND WALL TYPES AS NOTED A111 STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE EL E C T R . P A N E L STAFF LOUNGE MECH. 2- W A Y P A N T R Y ST A F F C L PA N T R Y O R E Q U I P M E N T C L ST A F F H A L L W A Y FD FD FD FD FD FD FD FD BATHROO BATHROOM 3 SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL FE FE ECH ELL K-2054JAMESTOWNC_LAVATORYVITREOUS CHINA CHA K1K1 K2 K3 K15K4K4K9 K7K8 K14 K4K16 K17 K9 K18 K6 K20 K20 K8 K7 K9 K19 K6 K27K21 K22 K23 K24 K25 K26 SCALE:3/16" = 1'-0" GROUND FLOOR EQUIPMENT PLAN1 K19 K19 K18A K18K18 EQUIPMENT NOTES 1. SEE ATTACHED APPENDIX FOR EQUIPMENT CUTSHEETS 2. ALL KITCHEN EQUIPMENT TO BE ELECTRIC U.O.N. 3. SEE PLUMBING AND MECH SHEETS FOR ADD'L FIXTURE AND EQUIPMENT INFORMATION 4. SEE ELECTRICAL SHEETS FOR DEDICATED POWER LOCATIONS FOR KITCHEN AND PROCESSING EQPMT K10 K11 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 EQUIPMENT PLAN AND SCHEDULE AS NOTED A120 N SCALE:3/16" = 1'-0" REFLECTED CEILING PLAN1 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" A401 1 A400 1 A402 1 A301 2 A301 1 A300 1 A300 2 8'-0" 8'-0" 8'-0" 8'-0"8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-6"7'-6" STEEL BEAM - TYP SKYLIGHT W/ CLEAR GLAZING - TYP 7'-3" LINE OF UPPER SHELVES RECS'DD SOFFIT LIGHT - TYP HEADER - TYP WD TRELLIS DROPPED SOFFIT SOFFITED UNDERSIDE OF ROOF PRIVACY GLAZING WD SOFFIT 2X4 BRIDGING THROUGHOUT F5F5 F5 F5 F5 F5 F1 F5 F5 F5 F5 F1 REFLECTED CEILING PLAN NOTES 1. SEE A011 SITE LIGHTING PLAN AND SCHEDULE FOR EXTERIOR LIGHT FIXTURE CUT SHEETS 2. SEE A201 FOR INTERIOR LIGHTING FIXTURE SPEC SHEETS 3. SEE MECHANICAL DWGS FOR DUCT LAYOUT AND MECHANICAL EQUIPMENT LOCATIONS 4. SEE P102 FOR PLUMBING VENTING PLAN 5. SEE E002 FOR ELECTRICAL SWITCHING PLAN 6. SEE F100 FINISH PLAN FOR CLG FINISH INFO F4 F4 F4 F4 F4 SDSDSDSD SD SD SD SD SD SD SD SD CEILING MATERIAL LEGEND FINISH CEILING - TIGHT TO ROOF FRAMING GWB SOFFIT (SOFFIT HEIGHT AFF)9'-0" FC FC FCFC FC FC FC FC FC FC FC B B BB B B BBB B B B B BB B B B B A A A A A A A A AA A A C1C1C1 C1C1 C1 A A A B C2 C2 C2 B B B F1 F5 BA A 8'-6" 7'-0" 7'-0" 7'-0" 7'-0"8'-0" 7'-0" 6'-0" 7'-0" 6'-0" 7'-0"7'-0"7'-0" 7'-0" 7'-0" 7'-0" B E G G 7'-0" 8'-6" ERV FAN UNIT - SEE MECHANICAL DWGS FIRE ALARM/SMOKE DETECTION NOTES 1. SMOKE DETECTORS SHALL BE OF COMBINATION SMOKE/CARBON MONOXIDE TYPE AND SHALL BE HARDWIRED AND INTERCONNECTED. PENDANT/SRF-MTD WALL-MTD LIGHT RECESSED LIGHT TRACK W/ HEAD HARDWIRED COMBO SMOKE/CARBON MONOXIDE DETECTOR WALL-MTD UPLIGHT SWITCH TYPE THERMOSTAT DIMMER SWITCHTYPE TIMER SWITCH MOTION SWITCH ILLUM. EXIT SIGN SUPPLY REGISTER EXHAUST REGISTER 84" MOUNTING HEIGHT AFF SD SPRINKLERED KITCHEN EXHAUST HOOD - SEE MECH DWGS FOR SPEC AND DETAILS C1 EQ EQ EQ EQ EQ EQ EXHAUST FAN FOR VENT HOOD - SEE MECH DWGS FLUE - TYP STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE STAFF LOUNGE MECH. 2- W A Y P A N T R Y SEATS ST A F F C L PA N T R Y O R E Q U I P M E N T C L ST A F F H A L L W A Y GRAVEL PATIO 642 SF BATHROOMS CHANGING BATHROOM 2BATHROOM 1 BATHROOM 3 CHANGING C1 SCALE: LIGHTING SCHEDULE 2 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 REFLECTED CEILING PLAN AND LIGHTING SCHEDULE AS NOTED A200 N A B C2 E G C1 Alesanr Mergol, AIA 511 Kline R r Floor Ithaca, NY 14850 ammergol.wor T 607-821-0811 Architect Consultants Structural & MEP EngineerTaitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Project Information 272 Enfiel Falls R Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co y r i g h t . 2 0 2 4 RevisionsConsultantsOwner Christa Ne 272 Enfiel Falls R Ithaca, NY 14850 16 APRIL 2024 INTERIOR LIGHT FIXTURE SPEC SHEETS AS NOTED A201 ABCDBBBBBE A B C DBBBBB E SCALE:3/16" = 1'-0" SOUTH ELEVATION1 SCALE:3/16" = 1'-0" NORTH ELEVATION2 CONC SERVICE RAMP VERTICAL WD SIDING MOVABLE PLANTER EX GRADE PROPOSED GRADE CODE-COMPLIANT RAILING WOOD TRELLIS STEEL PIPE COLUMN WD TRELLIS BEAM FLUES WD TRELLIS TWO-SIDED BRICK EXT FIREPLACE EDGE OF BRICK PATIO EX GRADE FLUES VERTICAL WD SIDING LINE OF STAIR BEYOND PROPOSED GRADE F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" 12 1 12 1 12 1 STEEL CHIMNEY FRAME LINE OF RECESSED BENCH BEYOND RAIN CHAIN-TYPLINE OF FIREWOOD STORAGE NICHE BEYOND PERFORATED METAL MECH ENCLOSURE - SEE 2/S103 EXHAUST FAN FOR KITCHEN MAKEUP AIR UNIT - SEE MECH DWGS CONDENSER UNIT - TYP - SEE MECH DWGS MECH ENCLOSURE GATE AND RAMP RAILING - PERFORATED METAL INFILL - 50% OPEN AREA PROPOSED GRADE RAILING INFILL PARTIALLY OMITTED FOR CLARITY 2 A801 SIM GRAVEL WALKWAY PROPOSED GRADE GRAVEL WALKWAY LINE OF FOUNDATIONS LINE OF FOUNDATIONS NOTE: WOOD RAINSCREEN CLADDING TO BE RECLAIMED - SIE AND TYPE TBD SKYLIGHT BEYOND 7 A801 EMBED FASCIA IN GRAVEL CONCRETE RETURN WALL - SEE S104 CONCRETE RETURN WALL - SEE S104 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ELEVATIONS AS NOTED A300 87654321 8 7 6 5 4 3 2 1 SCALE:3/16" = 1'-0" SOUTH ELEVATION1 SCALE: 3/16" = 1'-0" EAST ELEVATION2 GRADE VEGETATED ROOF CODE-COMPLIANT GUARDRAIL STAINLESS STEEL FLUES MASONRY OVEN ENCLOSURE - BY OTHERS DOUBLE-SIDED EXT FIREPLACE CONC SERVICE RAMP BENCH METAL AWNING VERTICAL WD SIDING STANDING SEAM METAL ROOF CODE-COMPLIANT RAILING RETAINING WALL "THE BIG TREE" - EX FIREWOOD STORAGE GLAZED EGRESS DOOR GLAZED GARAGE DOOR VENT EGRESS DOOR SPANDREL PANEL STEEL CHIMNEY FRAME F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" 2 1 F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" SCALE:3/16" = 1'-0" SOUTH ELEVATION AT BATHROOM BLOCK3 CONC RETAINING WALL WD BOARD SIDING GRADE SEE 3/A301 FOR ELEVATION OF BATHROOM BLOCK 01 04 0605010203 02 COMBINED CHIMNEY FOR STOVE AND PLUMBING VENTS BENCH MAKEUP AIR UNIT FOR VENT HOOD METAL ENCLOSURE FENCE LINE OF FOUNDATIONS SKYLIGHT EXHAUST FAN NOTES: 1. TRELLIS OMITTED FOR CLARITY 2. WOOD RAINSCREEN CLADDING TO BE RECLAIMED - SIZE AND TYPE TBD MECH ENCLOSURE PROPOSED GRADE WOOD SIDING - TYP RETAINING WALL METAL ENCLOSURE METAL ROOFING MAKEUP AIR UNIT FLUE BEYOND 2 A501 LINE OF TRELLIS - OMITTED FOR CLARITY Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ELEVATIONS AS NOTED A301 ABCD VESTIBULE BBBBBE SCALE: 1/4" = 1'-0" TRANSVERSE SECTION LOOKING NORTH AT VESTIBULE1 EX GRADE CAST CONCRETE STAIR CODE-COMPLIANT RAILING EGRESS DOORS LOW-SLOPE MEMBRANE ROOF AT MECHANICAL WELL COMPACTED GRAVEL WALKWAY F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" LOW CONC CURB (CAST-IN-PLACE) (EX) GRADE BRICK PATIO o/ SUB-BASE AND SLAB-PN-GRADE- SLOPE TO DRAIN CONC FOOTER WITH DRAIN TILE - TYP EXT FIREPLACE PAD FOOTING - SEE FOUNDATION DRAWINGS 48 " M I N 4 A800 8' - 0 " MAKEUP AIR UNIT - SEE MECH DWGS FIRE ALARM PANEL 2 A801 2 A500 03 CONCRETE SLAB - SLOPE TO DRAIN 2 A500 SIM 35'-4 3/4" RETURN WALL EMBED FASCIA IN GRAVEL MECH ENCLOSURE - SEE 2/S103 2 A503 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SECTIONS AS NOTED A400 PATIO TEACHING KITCHEN ABCD PROD. KITCHEN BBBBBE SCALE:1/4" = 1'-0" TRANSVERSE SECTION LOOKING NORTH AT KITCHEN1 PLANTED FILL CODE-COMPLIANT GUARDRAIL TWO-SIDED BENCH COMBINED FLUES SKYLIGHT 3" Ø STEEL PIPE COLUMN 2X10 TRELLIS JOIST CRUSHED ROCK IN FILTER FABRIC INTERCEPT DRAIN 6" Ø DRAIN TILE METAL-ROOFED AWNING o/ WD FRAMING 2X4 BRIDGING AT 36" O.C. SPRINKLERED VENT HOOD 7' - 3 " 48 " M I N BALLAST-TYP OPEN OPEN LOW WALL BUILT-UP ROOF JOIST HEADER - SEE FRAMING PLAN PIZZA/BREAD OVEN 1 A501 1 A502 VEGETATED ROOF - TYP MOVEABLE COUNTER FIXED COUNTER w/ CASEWORK BELOW F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" 4 A801 8 A801 1 A501 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.work T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SECTIONS AS NOTED A401 STAFF WC FRUIT PRESS BOILER PASTEURIZER STORAGE OFFICE PATIO ABCDBBBBBE SCALE: 1/4" = 1'-0" TRANSVERSE SECTION LOOKING NORTH NEAR GRIDLINE 71 PLANTED FILL CODE-COMPLIANT GUARDRAIL LINE OF ADJACENT (E) GRADE TWO-SIDED BENCH SKYLIGHT w/ PRIVACY GLAZING STEEL PIPE COLUMN TRELLIS JOIST INTERCEPT DRAIN 6" Ø DRAIN TILE METAL-ROOFED AWNING o/ WD FRAMING 2X4 BRIDGING AT 36" O.C. 7' - 6 " DUCT - SEE M100 F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" DROPPED CLG 4 A800 13 A800 FINISHED CLG STEEL WF ROOF BEAM - SEE STRUCTURAL DWGs 1 A501 SIM 3 A802 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.work T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SECTIONS AS NOTED A402 SCALE:1" = 1'-0" SECTION AT BRICK OVEN1 SCALE:1" = 1'-0" SECTION AT VESTIBULE EAVE2 GWB CEILING B MECH LOW ROOF ASSEMBLY: 2X FRAMING PER STRUCTURAL CLOSED CELL CAVITY INSULATION (R-49 MIN) 1/2" PLWD ROOF SHEATHING TAPERED RIGID INSULATION 1/2" PROTECTION BOARD SELF-ADHERED UNDERLAYMENT EPDM MEMBRANE ROOFING BUILT-UP WD HEADER PER STRUCTURAL 2X WD TRELLIS RAFTER 1/4" Ø STAINLESS STEEL TENSION CABLE BOOT FOR FLUE PENETRATION INSULATED OVEN FLUE WOOD-FIRED PIZZA OVEN: CAST CONCRETE OR MASONRY - BY OVEN BUILDER - OVEN SHOWN FOR ILLUSTRATIVE PURPOSES ONLY SHEET METAL CLADDING o/ PLWD SHEATHING AND 2X FRAMING SCHEDULED RECESSED EXT SOFFIT LIGHT VEGETATED ROOF - SEE 1/A803 2X4 BRIDGING WIDE FLANGE BEAM BEYOND 5 A800 LOOKOUT RAFTER PERFORATED FOOTER DRAIN PIPE IN CLEAN DRAINAGE ROCK AND FILTER FABRIC 48 " M I N (2)-2X STRUCTURAL FASCIA 2X FINISH FASCIA - SHIM TO PLUMB METAL GUTTER AND DRIP EDGE 1 12 1 12 EXTERIOR GRADE PLYWOOD SOFFIT R2'-5 " T&G WD PLANK CLG 7 12 BRAKE METAL L-DRIP - EXTEND VERTICAL LEG 4" MIN UP WALL 8' - 1 1 / 2 " PATIO ASSEMBLY: - 4" BRICK PAVERS - SLOPE AT 1/4" IN 12" FOR 24" MIN AWAY FROM BLDG - 1-1/2" SAND SETTING BED - 4" CONCRETE SLAB ON GRADE - SLOPE 1/4" IN 12" AWAY FROM BLDG - CRUSHED STONE BASE SCHEDULED STOREFRONT DOOR SAND OR OTHER FILL MATERIAL TO BE CONFIRMED WITH OVEN BUILDER FLAT-SEAM METAL ROOFING A B F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. TRELLIS EL.+839'-2 1/2" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" EXT-GRADE PLWD DOOR SURROUND STAINLESS STEEL EYE SCREW TURNBUCKLE 14 A800 BRICK PATIO LINE OF TEMPORARY INFILL SPANDREL TO BE REMOVED PRIOR TO OVEN INSTALLATION (DASHED) 5' - 4 " STAINLESS STEEL BRACKET AND CLEVIS 1/412 WD FASCIA CHIMNEY ENCLOSURE: METAL CLADDING o/ L3X3 ALUM FRAMING STANDOFF FOR CHIMNEY ENCLOSURE FRAMING F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. LOW ROOF EL.+834'-2" LOW ROOF EAVE EL.+833'-2" B.O. AWNING EL.+832'-10 1/2" SLAB EDGE BITUMEN BOARD EXPANSION JOINT - TYP RIGID INSULATION AT FROST WALL PER PLAN 4'-3" 18" 8' - 0 " ME C H S C R E E N MECHANICAL SCREEN WALL - PERFORATED METAL CLADDING - 50% OPEN AREA o/ ALUM STRUT CHANNEL FRAME STANDOFF - TYP METAL RAILING SYSTEM CLASSROOM VESTIBULEPATIO PATIO LINE OF INSULATED MTL FLUE PIPE ROOF CAVITY - CLOSED-CELL SPRAY FOAM INSULATION: R-36.5 MIN (TOTAL ROOF R-VALUE TO BE R-49 MIN) PERFORATED CURB BY VEGETATED ROOF MFR T.O. FOOTER EL.+820'-0" 15 A800 2 S103 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral & MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 WALL SECTIONS AS NOTED A500 F.F. / T.O. FOUNDATIONS EL.+824'-0" A1 SCALE:1" = 1'-0" SECTION AT STOREFRONT DOOR1 B C 2 1 12 PADDED WIDE FLANGE BEAM - SEE 7/A800 2X ROOF JOIST SISTERED 2X6 OUTRIGGER 2X SUSPENDED CEILING FRAMING PLENUM SOLID 2X BLOK'G EA JOIST BAY GWB CEILING WHERE OCCURS CHANNEL FASCIA - BOLT TO 2X STRUCTURAL FASCIA WITH NEOPRENE SPACERS L2X2X3/8 ALUM STANCHION - ATTACH w/ (2) BOLTS THRU CHANNEL FASCIA CONT L2X2 BOTTOM RAIL - TOP RAIL SIM SS AIRPLANE CABLE INFILL WOOD TOP RAIL - SHAPE FROM 2X6 - SLOPE TO DRAIN AND EASE EDGES 1 1/4" 42 " L-CURB PER PLANTED ROOF MFR INSULATION STOP (2)-L3X3X1/4 ALUM CLIPS EA TRELLIS RAFTER C12X20.7 FASCIA 7 A800 SIM VERTICAL SIDING - MATERIAL TBD GEOTEXTILE MEMBRANE FURRED GWB WALL PER PLAN ROPPE 6" VINYL WALL BASE RIGID INSULATION AT FROST WALL - TYP 4" EXT CONC SLAB WALL FOOTING - SEE FOUNDATION PLANS A EXT-GRADE PLWD DOOR SURROUND SCHEDULED STOREFRONT DOOR BRICK PATIO: SLOPE AWAY FROM BLDG AT 1/4" IN 12" FOR 24" MIN - TYP ALUM PLATE THRESHOLD EXTENSION T.O. TRELLIS EL.+839'-2 1/2" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" SCALE:1" = 1'-0" SECTION THRU RAKE ALONG LINE 22 F.F. / T.O. FOUNDATIONS EL.+824'-0" T.O. ROOF EL.+837'-6" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" VERTICAL RAINSCREEN SIDING PER PLAN PER PLAN 1'-3 5/8" 48 " M I N 1-7/8 12 12 A800 12 A800 GALVANIZED HSS TRELLIS COLUMN 8'-1" VEGETATED ROOF - SEE 1/A803 VEGETATED ROOF - SEE 1/A803 TWO-SIDED BENCH: 2X4 WD PLANKS o/ GALVANIZED STEEL FINS AT 48" O.C. 8" CONC CURB GRADE R1" 12" VARIES 1 12 1X WOOD SLAT CLG o/ 1X FURRING TOP OF WALL REVEAL: FRY REGLET DRMZ50-200 OR EQ 2" FURRING CLASSROOM PATIO BATHROOM 3 14 A800 11 A800 13 A800 42 " T.O. FOOTER EL.+820'-0" 15 A800 15 A800 T.O. CONC CURB EL.+824'-6" PAINTED EXT-GRADE PLWD SOFFIT B.O. STEEL BEAM T.O. FOOTER EL.+820'-0" 1 A801 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.work T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 WALL SECTIONS AS NOTED A501 D 8 42 " POLYURETHANE DIMPLE DRAINAGE SHEET BLOK'G FOR KITCHEN EQPMT AS REQ'D CONC WATERPROOFING MEMBRANE C INSULATED DUCT - SEE MECH DWGS GRAVEL DRAIN TRENCH WITH INTERCEPT DRAIN - WRAP IN GEOTEXTILE AND PROVIDE PLANTING MEDIUM ABOVE AS SHOWN MOISTURE-RESISTANT GWB CEILING EPOXY FLOORING w/ INTEGRAL COVE BASE OVER INSULATED CONCRETE SLAB GLAZED WALL TILE o/ BACKER BOARD CONC WALL FOOTING 6" Ø PERFORATED FOUNDATION DRAIN PIPE CLEAN DRAINAGE ROCK WRAPPED IN GEOTEXTILE WF BEAM BEYOND 3 A800 RIGID INSULATION BOARD 1 12 FRAMED INSULATED SKYLIGHT CURB: PROVIDE (18) VERTICAL 2X6 MEMBERS WITH SISTERED TAPERED 3/4" PLWD RIB - ARCHITECT TO PROVIDE RIB CUT TEMPLATES 1/4 12 PAINTED GWB FINISH 48"Ø PREFABRICATED INSULATED FIXED SKYLIGHT WITH INTEGRAL GRP CURB 36 " THROUGH-WALL EXHAUST FAN No. 2 GRAVEL CONC SERVICE RAMP CONC RETAINING WALL GEOTEXTILE FABRIC TERMINATION BAR VERTICAL SIDING - TYPE TBD FURRED WALL EXT-GRADE PLWD SOFFIT SCALE:1" = 1'-0" TYP SECTION AT LOW ROOF1 SCALE:1" = 1'-0" SECTION THRU RAKE ALONG LINE 8 AT SERVICE RAMP2 GRAVEL SKYLIGHT SURROUND - TYP PERFORATED EDGING BY VEGETATED ROOF MFR GALVANIZED STEEL PIPE HANDRARIL AND WALL-MTD BRACKETS STEEL CHANNEL FASCIA F.F. / T.O. FOUNDATIONS EL.+824'-0" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" F.F. / T.O. FOUNDATIONS EL.+824'-0" B.O. ROOF EL.+831'-8 3/4" T.O. ROOF EL.+837'-6" B.O. STEEL EL.+832'-8 5/8" T.O. CONCRETE NORTH WALL EL.+836'-9 1/4" T.O. CONCRETE EAST WALL EL.+833'-10 1/2" 20" - TYP PER PLAN PER PLANPER PLAN VEGETATED ROOF - SEE 1/A803 2 12 3 12 C A1 METAL GUARDRAIL SYSTEM CONT BELOW-GRADE INSULATION 6" FURRING PRODUCTION KITCHEN WALK-IN COOLER SEIHO SFZ6 ALUM VENT COVER SCHEDULED WALL-MTD LIGHT FIXTURE 11 A800 LINE OF CONC PILASTER BEYOND T.O. FOOTER EL.+823'-7" 15 A800 15 A800 T.O. CONC WALL EL.+831'-6 1/2" GRADE 1' - 0 " 1' - 0 " T.O. FOOTER EL.+820'-0" 2" FURRING Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.work T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 WALL SECTIONS AS NOTED A502 1 SCALE:1" = 1'-0" SECTION AT BATHROOM BLOCK LOOKING EAST 1 F.F. / T.O. FOUNDATIONS EL.+824'-0" PER PLAN BRICK PATIO: SLOPE AWAY FROM BLDG AT 1/4" IN 12" FOR 24" MIN - TYP VERTICAL RAINSCREEN SIDING - TBD FURRED WALL - FINISH PER PLAN EXT-GRADE PLWD SOFFIT ALUM L6X6 FASCIA RIVET AND SEAL END PANEL TO FASCIA STANDING SEAM METAL ROOFING - 1-1/2" MECHANICAL LOCK TYPE PLENUM LOOKOUT RAFTER SUSPENDED GWB CLG EPOXY FLOORING o/ INSULATED CONCRETE SLAB - SLOPE TO FLOOR DRAINS PER PLAN FOOTING DRAIN TILE - BED IN CLEAN DRAIN ROCK AND WRAP WITH GEOTEXTILE 3'-7" OVERHANG ALUM L1X1 SUBFASCIA A1 CONTINUOUS BELOW-GRADE INSULATION 7 1/2" FURRING CONC FOUNDATION WALL - SEE STRUCTURAL DWGS BATHROOM 2 11 A800 8' - 0 " T.O. FOOTER EL.+820'-0" 15 A800 T.O. CONC CURB EL.+824'-6" 2 SCALE: 1" = 1'-0" SECTION AT SOUTH CONCRETE RETURN WALL2 T.O. FOOTER EL.+825'-10 3/4" PLANTED FILL COMPACTED GRAVEL WALKWAY CONCRETE RETURN WALL - SEE STRUCTURAL SHEETS CHANNEL FASCIA - BOLT TO EA C3 CHANNEL STANDOFF METAL RAILING SYSTEM - SEE 1/A801 PLANTING C3 CHANNEL STANDOFF AT 24" O.C. - BOLT AT EA STANCHION 1' - 6 " VA R I E S DETAIL ELEVATION Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 WALL SECTIONS A503 AS NOTED VIEW FROM BEYOND PATIO LOOKING NORTHWEST VIEW LOOKING WEST VIEW FROM ORCHARD LOOKING EAST VIEW LOOKING NORTHWEST VIEW FROM PATIO LOOKING SOUTHWEST TOWARDS BARN VIEW FROM BARN LOOKING NORTWEST Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergoldork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 VIEWS A510 WD STOVE FE FE D C A B 06 08 09 14 03 05 07 05 04 03 A C D B I H F G F H IG 06 J M L J K K L M SCALE:NTS KEY PLAN1 15 16 15 METAL FLUE COVER 7' - 3 " 8' - 2 1 / 2 " OPEN OPENOPEN 02 FCU 9' - 0 1 / 8 " OPEN 14 FCU 12 N N 08 06 OPENOPEN OPEN CLASS 'A' FIRE EXTINGUISHER - SEE A010 ROLL-UP DOOR TRACK SKYLIGHT OP'G 3 A802 5 A801 K17 K3 K16 K11 K9 1 A802 K10 4 A801 CLASS 'A' FIRE EXTINGUISHER - SEE A010 K20 K20 K20K6 K7 K8 K9 SUPPLY VENT - TYP - SEE MECH EXPOSED BOTTOM FLANGE OF WF BEAM PASS-THROUGH RECEPTION WINDOW IN ALUM FRAME 8 A801 NOTE: FINAL CABINET SIZING, QUANTITY AND DOOR/DRAWER CONFIGURATION TO BE DETERMINED BY OWNER. 9 A801 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 INTERIOR ELEVATIONS 1/4" = 1'-0" A600 SCALE:NTS KEY PLAN1 FE FE A 16 D C A B H G E F P O M N L K I J R Q S Q 03 04 R S 17 17 18 131011 07 DBC E 18 07 OPEN FCU ERV UNIT - SEE MECH DWGs OPEN HFG LIJK M N O P 6 A801 K18K18A K18 K18 K19 K19 K19 K25 K24 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergoldork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 INTERIOR ELEVATIONS A601 1/4" = 1'-0" 1 A802 TYP K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA FD FD BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL 3' - 0 " 2' - 1 0 " 2' - 8 " 3' - 4 " SCALE: 3/4" = 1'-0" ENLARGED PLAN AT BATHROOMS 1 AND 21 CHNG TABLE TOILET 1 WALL HTR LAV 1 FAUCET 1 PROVIDE INSULATED P-TRAP COVER - TYP SHOWER 1 TRIM 1 TOILET 1TOILET 1 3'-0" CLR 3'-0" CLR 3'-0" CLR 3'-0" CLR 3'-0"3'-0"LAV 1 FAUCET 1 LAV 1 FAUCET 1 Ø5'-0"Ø5'-0" SHOWER 1 TRIM 1 SHOWER 1 TRIM 1 6' - 8 " 2' - 0 " 6'-4" LIN DRAINLIN DRAIN SEE A703 FOR BATHROOM FIXTURE AND ACCESSORY SPECS 3' - 0 " OPEN OPEN 3/4" TEMPERED LOW-IRON GLASS SHOWER PARTITION 4'-6" 1' - 5 1 / 2 " 2' - 0 " 30X48 CLR 30X48 CLR ILLUMINATED EXIT SIGN - SEE A200 3' - 0 " 56 X 6 0 T O I L E T C L E A R A N C E 3 A801 3'-9 1/8" 3 A801 3 A801 SIM 1 A802 5 A801 TYP 1 A802 TYP 3 A801 TYP CHNG TABLE CHNG TABLE 3' - 0 " Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergoldork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ENLARGED PLANS & INTERIOR ELEVATIONS - BATHROOMS 1 AND 2 AS NOTED A701 FD SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL 30X48 CLR 30X48 CLR Ø5'-0 " 56X60 CLR 2'-0" 30 X 4 8 C L R 3' - 0 " 3' - 0 " 3' - 0 " 1'-5 1/2" SCALE: 3/4" = 1'-0" ENLARGED PLAN AT BATHROOM 31 30X4 8 C L R 4' - 6 " AMBULATORY STALL AMBULATORY STALL AMBULATORY STALL ACCESSIBLE TOILET COMPARTMENT D FOUNTAIN LAV 2 FAUCET 2 LAV 1 FAUCET 1 TOILET 1 TOILET 1 LAV 2 DISPENSER DRYER TOILET 1 SEE A703 FOR BATHROOM FIXTURE AND ACCESSORY SPECS 3' - 0 " INSULATED P-TRAP COVER -TYP FAN COIL UNIT 5'-0" TOILET 1 TOILET 1 FAUCET 2 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergoldork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ENLARGED PLANS & INTERIOR ELEVATIONS - BATHROOM 3 AS NOTED A702 BATHROOM FIXTURE AND ACCESSORY LEGEND KOHLER TRITON BOWE CENTER SET FAUCET K-400T20-5AKLFAUCET 1 TOILET 1 SHOWER 1 TRIM 1 LA 1 LA 2 CHNG TABLE LIN DRAIN DISPENSER FAUCET 2 SEE MECHANICAL SPECSWALL HTR FD BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKLK-2054AMESTOWNCLAATORYITREOUS CHINA SCALE 4 1-0 ENLARGED PLAN AT STAFF BATHROOM1 0X 4 8 C L R 56 X 6 0 C L R 0X48 CLR 2- 7 TOILET 1 SHOWER 1 TRIM 1 2- 0 4-0 4-7 1- 5 1 2 2- 0 CHNG TABLE 7- 6 2- 1 0 8- 6 7- 6 WALL HTR -0 -0 -0 LIN DRAIN LA 1 FAUCET 1 LA 1 FAUCET 1 DRYER KOHLER TRITON BOWE CANNOCK FAUCET K-70T70-4AR FAUCET KOHLER TRITON BOWE SERICE SINK FAUCET K-80T40-4A KOHLER BROCKWAY WALL-MOUNT WASH SINK K-20 BOBRICK B-6 RECESSED PAPER TOWER DISPENSERWASTE RECEPTACLE BOBRICK B-750 RECESSED HAND DRYER KOHLER MORNINGSIDE SINK K-1266 TOILET 1 D FOUNTAIN HAWS MODEL 1011 BI-LEEL DRINKING FOUNTAIN FOUNDATIONS PREMIER STAINLESS HOR RECESSED CHANGING TABLE 100SS-R KOHLER K-80646-NA 2-12 X 6 LINEAR DRAIN FINSISHED SKYLIGHT OPG - TYP TRIM 1 SHOWER 1 KOHLER KINGSTON 1.28 GPF TOILET K-2507-SSRA CHICAGO FAUCET SH-PB1-11-010 PRESSURE BALANCING TUB AND SHOWER SYSTEM WITH SHOWER HEAD AND HAND SPRAY Alesanr Mergol, AIA 511 Kline R r Floor Ithaca, NY 14850 ammergol.wor T 607-821-0811 Architect Consultants Structural & MEP EngineerTaitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Project Information 272 Enfiel Falls R Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co y r i g h t . 2 0 2 4 RevisionsConsultantsOwner Christa Ne 272 Enfiel Falls R Ithaca, NY 14850 16 APRIL 2024 ENLARGED PLANS & INTERIOR ELEVATIONS - STAFF BATHROOM AS NOTED A703 PER PLAN 5" BEARING 6 D 4" 10" 4 REINFORCED CONCRETE WALL - SEE STRUCTURAL SHEETS NEOPRENE BEARING PAD WELDED PLATE - TO MATCH BEAM FLANGE WIDTH AND THICKNESS WD ROOF FRAMING - TYP 1' - 6 " 1'-6" WF BEAM PER PLAN CONC WALL - TYP (6) No. 5 VERTICAL BARS 2" No. 3 STIRRUPS AT 18" O.C. 2" 2" M I N 3/4" CHAMFER - TYP 1' - 0 " 3" 3"3" HSS COLUMN PER PLAN BASEPLATE - SEE 9/A800 NON-SHRINK GROUT BED (4) ANCHOR BOLTS: 5/8" Ø J-BOLT - 7" MIN EMBED AND 1-1/2" LEG ALT: (4) 5/8" SIMPSON TITENHD GALV FASTENER - 7" MIN EMBED No. 5 E-W REINFORCING BAR - SEE PLAN FOR # OF BARS REINFORCED CONC SLAB-ON-GRADE - SEE 15/A800 CONT WATERPROOFING - SEE 1/A803 FOR SPEC 1 12 TOP-MTD JOIST HANGER 1" (2) 5/8" GALV ANCHOR BOLT - 7" MIN EMBED w/ 1-1/2" LEG PROVIDE SLOTTED BOLT HOLES 1/2" PL WEB STIFFENER AT BEAM SEAT SOLID WD PADDING EA SIDE - THRU-BOLT w/ 2 ROWS 1/2" Ø BOLTS AT 36" O.C. 2" 6" BBB C HSS COLUMN PER PLAN WD ROOF FRAMING - TYP WF BEAM PER PLAN 1 12 1/2" PL WEB STIFFENER AT COLUMN CENTERLINE 1'-0"COLUMN TOP CONNECTOR PLATE - THICKNESS TO MATCH BASEPLATE - WIDTH TO MATCH WF BEAM FLANGE PER PLAN SOLID WD BLOK'G AT END BAY PER PLAN 2X RIM JOIST - FASTEN TO WD BEAM PADDING B B HSS COLUMN PER PLAN LINE OF EXT ENCLOSURE - SEE WALL TYPES AWNING FRAMING - 2X6 @ 16" O.C. LINE OF AWNING METAL ROOF BUILT-UP HEADER: (2) 2X12 w/ 2X6 PLATE TOP AND BOTTOM - PROVIDE SOLID WD BLOK'G AT THIRDS POINTS L4X4X1/4 BRACKET TOP AND BOTTOM - WELD TO COLUMN 11" TREAD 7" R I S E M A X 1" NOSING 6" ANTI-SLIP TEXTURE AT EA TREAD R3/4 " 3" C L R No. 4 AT 12" O.C. EA WAY No. 4 AT EA NOSING - 1" CLEAR - TYP CAST CONC RAMP - BROOM FINISH No. 4 AT 12" O.C. EA WAY - TYP 2" C L R M I N 3" C L R M I N 2 12 LINE OF CONC CURB AT EXT WALL BEYOND 1'-0" 8" 1'-0" 1' - 0 " 2"2" EQ EQ BASEPLATE AT GRIDLINE B BASEPLATE AT GRIDLINES BBB AND C 2" HSS COLUMN- TYP ANCHOR BOLT - TYP - SEE 2/S100 FOR DIAMETER AND EMBEDMENT 1/2" STEEL PLATE 5/8" STEEL PLATE 2'-0" DEPRESSED SLAB 2" 1/4 12 5" - T Y P LINEAR DRAIN A - DEPRESSED SLAB 4" M I N 1/8 MAX 12 B - SLOPED TOP OF SLAB FLOOR DRAIN 1/8 MAX 12 C - SLOPED SLAB FLOOR DRAIN DOUBLE 2X12 BEAM - BOLT THRU STEEL PLATE 2" Ø HSS COLUMN NON-SHRINK GROUT BED (4) ANCHOR BOLTS: 5/8" Ø J-BOLT - 7" MIN EMBED AND 1-1/2" LEG ALT: (4) 5/8" SIMPSON TITENHD GALV FASTENER - 7" MIN EMBED 18" Ø SONOTUBE FOOTER - SLOPE TOP TO DRAIN - SEE STRUCTURAL DWG'S FOR ADD'L INFORMATION EQ EQ EQ EQ 8" Ø 3/8" PL NOTE: ALL EXTERIOR STEEL TO BE HOT-DIP GALVANIED FINISH U.O.N. BRICK PAVERS o/ BASE AND SUBGRADE HSS COLUMN PER PLAN WELDED STUD BOLT AT 24" O.C. EA SIDE 3X WD PADDING SCHEDULED STOREFRONT OP'G VERTICAL WD SIDING PANEL o/ FURRING AND RIGID INSULATION- SEE WALL TYPE A ALUM PLATE BELOW LINE OF CONC CURB BELOW 5/4" EXT-GRADE PLWD JAMB 6" B A S E FURRED GWB FINISH HSS TRELLIS POST PER PLAN 2X4 CEDAR PLANK - EASE FRONT EDGE - FASTEN ON BOTTOM THRU ANGLE SHAPED L3X3X3/8 BRACKET - (8) PER BAY - EQ SPACING 2-L4X4X3/8 SUPPORTS R1" 1 12 9" 3" EQ EQ 3/8" BOLT PLATE - SLOT THRU POST AND WELD BOTH SIDES 3/16 3/16 3/16 3/16 1" 4" 2" 8" WALL 10" WALL SCALE:1 1/2" = 1'-0" COLUMN FOOTING1 SCALE:1 1/2" = 1'-0" EXT CONCRETE STAIR4 SCALE:1 1/2" = 1'-0" HOR SECTION AT CONC PILASTER2 SCALE:1 1/2" = 1'-0" BEAM POCKET AT CONC WALL3 SCALE:1 1/2" = 1'-0" BUILT-UP HEADER5 1 1 / 2 " 1 3 / 4 " SCALE:1 1/2" = 1'-0" POST ON LINE B6 SCALE:1 1/2" = 1'-0" FIELD COLUMN TO BEAM CONNECTION7 SCALE:1 1/2" = 1'-0" EXT CONCRETE SERVICE RAMP8 SCALE:1 1/2" = 1'-0" COLUMN BASEPLATES9 SCALE:1 1/2" = 1'-0" TYP SLAB DEPRESSIONS10 SCALE:1 1/2" = 1'-0" TYP CONC WALL CURB11 SCALE:1 1/2" = 1'-0" TYP SLAB-ON-GRADE ASSEMBLY15 SCALE:1 1/2" = 1'-0" TRELLIS COLUMN12 SCALE:1 1/2" = 1'-0" TRELLIS BENCH13 SCALE:1 1/2" = 1'-0" EAVE AT AWNING14 6 1 / 2 " 1" 6" FLAT-SEAM METAL ROOFING - FORM PANEL OVER DRIP EDGE AS SHOWN SELF-ADHERED ROOFING UNDERLAYMENT METAL GUTTER SCHEDULED RECS'D EXT LIGHT FIXTURE 1" 1/2" ROOFING PLWD 1/4" Ø SS CABLE WITH CLEVIS WD FASCIA BOARD - KERF BACK SIDE AS SHOWN - SHIM FASCIA TO PLUMB CUSTOM BRACKET - FASTEN THRU STRUCTURAL FASCIA EA SIDE AA1 2X RAFTER 1X T&G SOFFIT BOARD METAL DRIP - EXTEND VERT LEG UP WALL 4" MIN SEAL BOTTOM OF SHEATHING TO CONC CURB 1" CHAMFER AT E.O. CURB1 1 / 2 " LINE OF FURRING AT 10" CONC WALL CONC S.O.G. 1 1/2" WATERPROOFING MEMBRANE FIB CEMENT COVER BOARD FROST WALL RIGID INSULATION EXT S.O.G. w/ THICKENED EDGE 5 1 / 2 " BRICK PAVERS - SLOPE AT 1/4" IN 12" FOR 24" MIN FROM BLDG LINE OF 10" CONC FOUNDATION WALL 5" CONCRETE SLAB-ON-GRADE - POLISHED TOP SURFACE AT EXPOSED LOCATIONS - SEE PLANS 15-mil POLYOLEFIN UNDER-SLAB VAPOR BARRIER 4" RIGID BOARD INSULATION 4" COMPACTED GRAVEL 6X6 WWM W2.9 X W2.9 REINFORCING - TYP 5" CONCRETE SLAB-ON-GRADE - POLISHED TOP SURFACE AT EXPOSED LOCATIONS - SEE PLANS EPOXY FLOORING WHERE OCCURS - PREPARE SUBSTRATE PER MFR RQMTS BITUMEN BD AT SLAB EDGE - TYP 1' - 2 3 / 4 " T.O. CONC EAST WALL EL.+833'-10 1/2" TOP-MOUNT JOIST HANGER - TYP 3X TOP FLANGE PADDING - FASTEN WITH 1/2" Ø THROUGH-BOLT AT 30" O.C. STAGGERED - COUNTERSINK AT TOP - TYP LINE OF B.O. FINISH CLG 3/4" PLWD SHEATHING ST E E L . 3X WD PADDING LINE OF FURRED INT FINISH WALL - SEE 1/A502 CLOSED-CELL BLOWN INSUL - TOTAL ROOF ASSEMBLY = R-49 MIN LINE OF VEGETATED ROOF - SEE 1/A803 RIGID INSULATION CONC PILASTER PER PLAN VEGETATED ROOF - SEE 1/A803 LINE OF FINISHED CLG WHERE OCCURS DETAILS Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Architect Consltants Strctral & MEP Engineer Taitem 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Information 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 A800 AS NOTED 4" MAX 4" MAX ELEVATION CEDAR 2X6 TOP RAIL - EASE EDGES CONT L2X2X1/4 - USE SS FASTENERS L2X2X3/8 STANCHION CONT L2X2X1/4 C15 FASCIA 42 " STAINLESS STEEL TENSION CABLE (2) THRU-BOLTS EA STANCHION VEGETATED ROOF CURB SECTION CONCRETE SITE STAIR PER 2/A800 CONTROL JOINT SLOPE ZURN Z886-HDS LINEAR TRENCH DRAIN w/ COVER GRATE OR EQ DRAIN PIPE COMPACTED GRAVEL BASE EXTERIOR CONC SLAB-ON-GRADE SCALE:1 1/2" = 1'-0" GUARDRAIL AT VEGETATED ROOF 1 SCALE: 1 1/2" = 1'-0" INTERCEPT DRAIN AT STAIR 2 BALLAST 2X10 TRELLIS RAFTER (2) L3X3X1/4 CLIPS EA RAFTER 5 1 / 2 " 1/2" 17 " RAKKS BENCH BRACKETS AT 36" O.C. FASTEN TO BRACKET W/ S.S.SCREWS 5/4 X 1-1/2 CEDAR SLATS - LENGTH PER PLAN FASTEN w/ 1/2" Ø S.S. LAG BOLTS - CONTRACTOR TO PROVIDE SOLID WD BLOK'G AS REQ'D 1/2" TYP ±16" SCALE: 1 1/2" = 1'-0" INT/EXT BENCH AT BATHROOM BLOCK 3 SCALE: 1 1/2" = 1'-0" KITCHEN SOFFIT4 PLENUM WOOD ROOF FRAMING - SEE STRUCTURAL SHEETS B.O. SOFFIT +7'-3" AFF 1/2" GWB - FINISH PER SCHEDULE LINE OF WF BEAM BEYOND CERAMIC WALL TILE o/ THINSET MORTAR AND CEM BACKER BD 2X SOFFIT FRAMING - BRACE IN BOTH DIRECTIONS LINEAR LED FIXTURE 2X BRACING 1/2" GWB CLG 1/4" MILL FINISH ALUM PLATE - EASE EDGES - FASTEN AT 18" O.C. w/ COUNTERSUNK FASTENER 5" 1 12 ALIGN SCHEDULED ALUM STOREFRONT SCALE: 1 1/2" = 1'-0" OFFICE BUILT-IN DESK5 10 " 2" 2" TAPERED L3X3X3/8 SUPPORT - (1) EA END AND (1) AT MID-SPAN - COPE FLANGE AS SHOWN 24" 1/4" MIN SOLID HARDWOOD VENEER TOP 3" 3/8" PLATE BRACKET EA SIDE - ROUT INTO PLWD WINDOW SURROUND - COUNTERSINK BOLTS CONT L4X4X3/8 SUPPORT 1X HARDWD APRON - EASE EDGES 1-1/8 PLWD LINE OF PLWD OP'G SURROUND PER 6/A800 BEYOND 3/16 3/16 1'-2" 1" 1' - 0 " 1' - 3 " 3" 4" HARDWOOD CAP - EASE EDGES SCALE: 1 1/2" = 1'-0" BENCH AT STAFF LOUNGE6 3/4" FINISH PLWD BACK o/ TAPERED NAILERS WALL PER PLAN - PROVIDE BLOK'G HARDWOOD NOSING - EASE EDGES 2X BENCH FRAMING AT 16" O.C. - TYP - FASTEN TO LEDGER AT WALL CONT 2X4 KICK - SHOT-PIN TO CONC SLAB 3/4" QUARTER-ROUND SKIRTING SCALE: 1 1/2" = 1'-0" ENCLOSURE FENCE AT MECH WELL7 A AA-A RAILING INFILL PANEL: MCNICHOLS 1731145041 16 GA PERFORATED ALUM PANEL - FASTEN AT 8" O.C. 4" 1/4" TOP PLATE - BOLT TO TOP RAIL AT 18" O.C.5" L2X2X1/4 CONT TOP RAIL L2X2X1/4 CONT BOTTOM RAIL CONC CURB CONC SERVICE RAMP 2' - 6 1 / 2 " 6" L2X2X3/8 STANCHION 3/16 3/16 3/16 3/16 6" 3/8" PLATE BRACKET SCALE: 1 1/2" = 1'-0" SLIDING PASS-THROUGH WINDOW8 GWB POST CLADDING 1/4" CLEAR ACRYLIC PANEL HSS SQUARE POST HSS 3X4X1/4 HEADER SLIDING PANEL HARDWARE: HAFELE SLIDO F-LINE21 12D/20D 2-DOOR SYSTEM COUNTER SCALE: 1 1/2" = 1'-0" TYP BASE CABINET9 3' - 0 " 3" 7" 1' - 1 0 1 / 2 " 4" K I C K DRAWER MOVABLE SHELVING MAPLE BUTCHER BLOCK COUNTERTOP 2X BLOK'G PLWD CABINET BOX CONSTRUCTION PAINTED SOLID WD FLUSH DOOR AND DRAWER FRONT NOTE: FINAL CABINET SIZING, QUANTITY AND DOOR/DRAWER CONFIGURATION TO BE DETERMINED BY OWNER. 1" RAKKS EH-1824 COUNTER BRACKET IN MILL FINISH AT 48" O.C. 5'-4" PROVIDE SOLID WOOD BLOK'G AS REQ'D CLASSROOM ± 48" O.C.BRACKET TO BLDG WALL AT 96" O.C. - TYP KITCHEN CAST-IN NON-SKID STRIP - TYP Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.work T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 AS NOTEDDETAILS A801 SCALE:3" = 1'-0" ALUM TRIM AT TILE WALL END-HOR. SECTION1 CERAMIC WALL TILE IN THINSET MORTAR TILE BACKER BOARD 1/4" MILL FINISH ALUM PLATE - EASE EDGES - FASTEN AT 18" O.C. w/ COUNTERSUNK FASTENER 1/4" 2X FRAMING 5 5/8" 6" C O V E SCALE:3" = 1'-0" EPOXY FLOOR - THRESHOLD AND WALL TRANSITION2 1" SCALE:3" = 1'-0" SLIDING DOOR HEAD3 CONT L2X2 BRACKET - FASTEN AT 18" O.C. WD HEADER PER STRUCTURAL SCHEDULED SOLID CORE WD SLIDING DOOR UNISTRUT P1001A CHANNEL HEAD TRACK FINISHED OP'G - USE ALUM MUD-IN WALL END CAP EZYJAMB EZYCAP OR EQ UNISTRUT P2750 TROLLEY 1-1/2" Ø HARDWD CIRCULAR RAIL SCALE:3" = 1'-0" HANDRAIL4 1/4" Ø MOUNTING BRACKET 1-1/2" Ø SCREW-MOUNT PLATE - PROVIDE SOLID BLOK'G BEHIND - TYP 2 1 / 2 " 2 1/4" 1/2" GWB FINISH SCALE:3" = 1'-0" LINEAR DRAIN AT CURBLESS SHOWER5 EDGE OF SHOWER COMPARTMENT 2" M I N CERAMIC TILE PER FINISH PLANS CERAMIC TILE PER FINISH PLANS 4" LINEAR DRAIN - PROVIDE REMOVABLE 14 GA STAINLESS PERF COVER GRATE CONT WATERPROOFING MEMBRANE - EXTEND 6" MIN UP WALL AS SHOWN DEPRESSED SLAB PER 10/A800 1/412 SHOWER WASTE PIPE CONC FLOOR 1/ 2 " M A X 1/8" ALUM PLATE THRESHOLD - BEVEL EDGES 1:2 AT FLOORING TRANSITION AT WALL EPOXY FLOORING ALUM TRIM ALUM PLATE BEYOND PER 1/A802 1/4" MILL FINISH ALUM PLATE - EASE EDGES - FASTEN AT 18" O.C. w/ COUNTERSUNK FASTENER THRESHOLD PER 2/A802 DETAILS Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.work T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 A802 AS NOTED EXTEND VEGETATED ROOF LIGHTWEIGHT GROWING MEDIA 3-4' BEYOND EDGE OF ROOF 6" Ø PERFOPRATED PIPE SURROUNDED BY CLEAN DRAIN ROCK MIRIFI 140N GEOTEXTILE FABRIC OR EQUAL FOUNDATION WATERPROOFING MEMBRANE TO EXTEND OVER ROOF SHEATHING METAL ANGLE OR P.T. WOOD BLOCKING TO CAP METAL DECKING/ ROOF SHEATHING ROOF SHEATHING PLWD (SUBSTRATE) SCALE:1 1/2" = 1'-0" VEGETATED ROOF ASSEMBLY1 WALL ROOF ASSEMBLY - SEE 3/A800 VEGETATED ROOF WATERPROOFING LAYER 1: SIPLAST PARADIENE 20 OR EQUAL (FULLY ADHERE TO PRIMED SUBSTRATE) VEGETATED ROOF WATERPROOFING LAYER 2: SIPLAST TERANAP OR EQUAL (FULLY ADHERE) ROOT BARRIER: SIPLAST PARAGREEN 60T OR EQUAL. EXTRUDED POLYSTYRENE (XPS) INSULATION PARAGREEN DRAINAGE AND RETENTION LAYER HR (HIGH RETENTION) MECHANICALLY ATTACHED TO XPS LAYER. GROWING MEDIA TO FILL DIRECTLY INTO ''CUPS'' OF HIGH RETENTION PANEL 6" - 8" LIGHTWEIGHT GROWING MEDIA 1" MULCH LAYERVEGETATION PLANTED FILL RIGID INSULATION - SEE 3/A800 AND 3/A111 LANDSCAPE DETAILS Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergoldork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 TE LEARNING FARM TEACING KITCEN Draing Title Date DG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 A803 AS NOTED STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE EL E C T R . P A N E L STAFF LOUNGE MECH. 2- W A Y P A N T R Y ST A F F C L PA N T R Y O R E Q U I P M E N T C L ST A F F H A L L W A Y BATHROOMS K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA CHANGING BATHROOM 2BATHROOM 1 BATHROOM 3 SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL MECH WELL K-2054JAMESTOWNC_LAVATORYVITREOUS CHINA CHANGING SCALE: 3/16" = 1'-0" GROUND FLOOR FINISH PLAN1 FL1 PATIO FL1 PATIOFL1 PATIO FL1 PATIO FL1 PATIO FL2 FL1 FL2 FL1 FL2 FL1 FL1 FL2 FL1FL2 PATIOFL1 TILE1 CNTR F1 F1 F1 F1 F1 CONC TILE1 BY COOLER MFR TILE1 F1 TILE2 TILE2 TILE2 TILE2 FL1FL2 F1 F1 F1 F1 F1 SCALE: FINISH SCHEDULE 2 FINISH NOTES 1. PAINT FINISHES TO BE USED THROUGHOUT U.O.N.: - WALLS: SATIN - CEILING: MATTE - CASEWORK, TRIM, DOORS: HIGH GLOSS 2. PROVIDE IMPACT-RESISTANT GYPSUM BOARD AT HIGH-TRAFFIC AND MECHANICAL SPACES TILE 1 F1 F1 F B CW WALL FINISH FINISH TAG CLG FINISH FLOOR FINISH BASE FINISH FL1 B1 F5F1 FL1 B1 F4F1 FL1 B1 F5F1 F:FL1 B:B1 C:F5W:F1 FL2 B2 F5TILE1 FL2 B2 F4TILE2 FL1 B1 F5F1 FL2 B2 F4TILE2 FL1 B1 F4F1 FL2 B2 F4TILE2 FL1 B1 F4F1 FL2 FL1 FL2 FL1 FL1 B1 F4F1 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 FINISH PLAN AND SCHEDULE AS NOTED F100 N FD FD 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" 5" THICK SLAB-ON-GRADE 6X6 WWM W2.9XW2.9 REINFORCING SHEETS- SEE 15/A800 SCALE:3/16" = 1'-0" FOUNDATION PLAN1 18" Ø CONC FOOTING - TYP HSS 3X1/4 ROUND GALV TRELLIS COLUMN AND BASEPLATE - TYP B-5: 41" X 41" (3) No. 5 BARS E-W B-4: 41" X 41" (3) No. 5 BARS E-W C-5: 56" X 56" X 12" (5) No. 5 BARS E-W B-6: 38" X 38" (3) No. 5 BARS E-W B.75-6: 54" X 54" (4) No. 5 BARS E-W C-4: 56" X 56" X 12" (5) No. 5 BARS E-W B.75-3: 54" X 54" (4) No. 5 BARS E-W B-3: 38" X 38" (3) No. 5 BARS E-W B-7: 38" X 38" (3) No. 5 BARS E-W C-7: 56" X 56" (5) No. 5 BARS E-W SLOPE SLAB AT LOCATION OF SHOWER - SEE 10/A800 SLOPE SLAB AT LOCATION OF SHOWER - SEE 10/A800 SEE LANDSCAPE DRAWINGS FOR CONCRETE RETAINING WALL DETAILS SEE LANDSCAPE DRAWINGS FOR CONCRETE RETAINING WALL DETAILS SEE LANDSCAPE DRAWINGS FOR CONCRETE RETAINING WALL DETAILS FLOOR SLAB SLAB SLAB CONC RETAINING WALL - TYP REINFORCING: (2) LAYERS - No. 5 AT 12" O.C. VERTICAL E.F. AND No. 5 AT 18" O.C. HORIZONTAL E.F. 2" COVER FROM FACES OF WALL CONC SITE STAIR EXT FIREPLACE FOOTING 2 A800 1 A800 EDGE OF FOOTING BELOW EDGE OF SLAB EDGE OF FOOTING BELOW SAWCUT 1/4" X 2" CONTROL JOINT AT CONCRETE SLAB - TYP 18" Ø CONC ANCHOR FOOTER FOR RAIN CHAIN - TYP 10" 3' - 2 " EDGE OF SLAB EDGE OF SLAB HSS5X5X1/4 COLUMN - TYP 2'-0" 3'-0" 8" CONC FOUNDATION WALL - TYP 6X6 POST (3) 2X6 POST CONC RAMP LINE OF FOOTING BELOW 8" CONC FOUNDATION WALLS AT PIZZA OVEN - 5" SLAB ABOVE, FLUSH W/ FLOOR SLAB LINE OF FOOTING BELOW NOTE: AT FRAMED WALLS, PTDF SILL PLATE TO BE FASTENED TO CONCRETE WITH 5/8" Ø J-BOLTS - 7" EMBED MIN w/ 1-1/2" HOOK - AT 48" O.C. AND 12" MAX FROM CORNERS AND ENDS OF PLATES. 24X24X12 THICKENED SLAB 2' - 1 3 / 4 " 10"12 ' - 5 " 10'-2" 15'-3 1/8" 9' - 0 5 / 8 " 5" 10 " 8" CONC FROST WALL CRUSHED STONE FILL 1'-6"-TYP 4' - 0 " 11 ' - 4 5 / 8 " 2'-2 3/4" 2' - 2 1 / 4 " 3'-10" 9 A800 TYP 9 A800 TYP 16 ' - 4 1 / 2 " FD FD FD FD FD FD FD FD CONC FROST WALL - TYP REINFORCING: (2) LAYERS - No. 4 AT 18" O.C. VERTICAL AND HORIZONTAL E.F. 6'-2 7/8" 6 1/8" 5' - 7 1 / 4 " R2 ' - 1 3 / 4 " CONCRETE RETAINING WALL 3'-11 1/2" 4' - 6 1 / 8 " 3'-2" 6'-8 3/4" 3 1/8" 1 1/2"5" 5" 8" 3' - 1 0 " 1' - 6 " 6" 6'-0" EDGE OF SLAB 1' - 6 " T.O. CONC EAST WALL EL.+833'-10 1/2" BEAM SHELF EL.+832'-'7 7/8" T.O. FOOTER EL.+823'-7" T.O. WALL EL.+830'-7 1/2" T.O. FOOTER EL.+820'-0" T.O. FOOTER EL.+820'-0" T.O. WALL EL.+830'-7 1/2" T.O. WALL EL.+830'-7 1/2" T.O. WALL EL.+833'-5 5/8" T.O. WALL EL.+834'-2 7/8" T.O. CURB EL.+824'-6" T.O. CURB EL.+824'-6" T.O. SLAB EL.+824'-0" B.O. RAMP EL.+823'-11 1/2" T.O. RAMP EL.+831-'6 1/2" T.O. WALL EL.+831'-6 1/2" T.O. WALL EL.+835'-2 7/8" THRESHOLD EL.+824'-0" 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" EXTEND WALL CURB - SEE ELEVATIONS CONC LOW RETURN WALL - TYP EDGE OF BRICK PATIO W/ CONCRETE UNDERSLAB, APPROX 150'X20' Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Architect Consultants Structural & MEP Engineer Taitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Project Information 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 RevisionsConsultantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 FOUNDATION PLAN AND DETAILS AS NOTED S100 N 1- 05/20/24 FD FD FE FE 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" SCALE:3/16" = 1'-0" ROOF FRAMING PLAN1 W1 4 X 3 8 W1 4 X 3 8 W1 4 X 3 8 W1 4 X 3 8 W1 4 X 3 8 ROOF FRAMING: 2X12 AT 12" O.C ALT 1: 14" TJI 230 AT 24" O.C. ALT 2: (2)2X10 AT 16" O.C. 2X 1 0 L O C U S T J O I S T S @ 1 6 " O . C . - T Y P (2) 2X12 AT SKYLIGHT OP'G - TYP HSS COLUMN BELOW - TYP 2X6 LOOKOUT AT 16" O.C. - PROVIDE (2) SIMPSON L50 CLIPS EA END - TYP HDR: (2) 2X10 w/ 2J & 1K AND BRACKET AT HSS COLUMN WD HDR: (2) 2X10 w/ 2J & 1K SOLID WD BLOK'G AT 16" O.C. AT END BAYS - TYP (2) 2X12 PAINTED PTDF BEAM BELOW JOISTS HSS 3X1/4 ROUND HOT-DIPPED GALV TRELLIS COLUMN BELOW - TYP X-BRACING ABOVE JOISTS - TYP: 1/4" Ø S.S. WIRE w/ S.S. TURNBUCKLES CONC WALL BELOW - TYP (3)2X12 HDR AND BUILT-UP WD HDR BELOW -TYP 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" 3 A800 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" CONC WALL BELOW FRAMED WALL BELOW FRAMED WALL BELOW (2) 2X12 END RAFTER(2) 2X6 RIM JOIST - TYP AT EAVES 2X 1 2 R A F T E R @ 1 6 " O . C . LINE OF WALL BELOW 48 " O V E R H A N G - T Y P SISTERED 2X6 OUTRIGGER AT EA RAFTER 2X6 LOOKOUT SISTERED TO EA SIDE OF RIDGE BM WD HDR: (2) 2X8 w/ 2J & 1K - BEAR ON PT SILL 3" MIN AT CONC WALL 2X12 RAFTERS AT 24" O.C. DBL END JOIST - TYP 2X6 LOOKOUTS AT 16" O.C. - TYP - FASTEN TO DBL JOIST WITH SIMPSON LUS ZMAX FACE-MT HANGER EQEQ 4' - 4 " 4' - 1 1 3 / 8 " 2X6 RIM JOIST 2X4 RIM JOIST SHAPE OVERHANG AS SHOWN IN SECTIONS 11 1 / 4 " 3'-11 1/8" 18X18 CONC PILASTER 7 A800 (2) 2X12 RIDGE BM . 4'-4" 4' - 4 " 2'-4" 2' - 4 " . WD RIM JOIST - TYP WD HDR: (2) 2X10 w/ 2J & 1K (2) 2X12 HEADER 5 A800 2'-4 5/8" CONC LOW RETURN WALL - TYP Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 a@ergold.work T: 607-821-0811 Architect Consltants Strctral & MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ROOF FRAMING PLAN AND DETAILS AS NOTED S101 N FD FD 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" 3' - 0 " 5'-0" 2 1/2" 2 1 / 2 " 11 ' - 0 " 12 ' - 3 1 / 2 " 17 ' - 6 " 56 ' - 5 " 72'-0" 12'-0"12'-0" 23'-9 1/2" 12'-0"12'-0"12'-0"12'-0" A B C D 12345678 BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1.5 6'-11"16'-10 1/2" FD FD FD FD FD FD FD FD 6'-0 1/2"6' - 1 7 / 8 " 6' - 1 1 3 / 4 " 3'-11" 18'-0" 10 ' - 7 1 / 4 " 8'-7"5'-2" 6' - 7 1 / 4 " 4' - 4 3 / 4 " 3'-5"3'-2" 1' - 0 1 / 2 " 2 1 / 2 " 4'-0"8'-4" 3' - 6 " 7'-10 1/2"8"7'-7"-TYP 6' - 8 " 6'-0 1/4" 2' - 8 3 / 4 " 7'-1"3 1/2" 5 1/2" FD 9'-8 7/8" 5' - 5 3 / 4 " 7'-2 3/8" 4'-4 1/4" 1' - 6 3 / 4 " 2' - 1 1 1 / 2 " 3'-10 3/4" 3'-0" SCALE: 3/16" = 1'-0" SLAB AND FLOOR DRAIN PLAN1 NOTE: SLOPE SLAB TO FLOOR DRAINS 1/8" IN 12" MIN U.O.N. SAWCUT CONTROL JOINT - TYP 3' - 0 " 3' - 1 1 7 / 8 " DEPRESSED SLAB AT SHOWER - SEE 10/A800 DEPRESSED SLAB AT SHOWER - SEE 10/A800 SLOPING SLAB - SEE 10/A800 SLOPING SLAB - SEE 10/A800 SLOPED TOP OF SLAB PER 10/A800 - TYP EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB 5" 4" 9" 4" 10 1/2" 1 1 / 2 " 4"8" GREASE TRAP NOTE - SEE A100 FOR PARTITION LAYOUT 4'-0"LD SLAB PLAN - LEGEND FDLD LINEAR DRAIN FLOOR DRAIN AREA OF DEPRESSED SLAB DIRECTION OF SLAB PITCH SLAB-ON-GRADE LINE OF SLAB EDGE CONC WALL LINE OF EXT INSULATION LINE OF INT WALL FINISH Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SLAB AND FLOOR DRAIN PLAN AS NOTED S102 N SCALE:NTS STRUCTURAL DIAGRAM1 TRELLIS POST SONOTUBE FOUNDATION HOT-DIP GALVANIZED ROUND HSS TRELLIS POST PAINTED WD TRELLIS BEAM LANDSCAPE RETAINING WALL CONC RAMP CONC FROST WALL AND FOOTING FOR OUTDOOR FIREPLACE CONC FROST WALL AND FOOTING FREESTANDING LANDSCAPE RETAINING WALL - SEE G100 FOR MAT'L OPTIONG FIREWOOD STORAGE NICHE CONC SITE STAIR WD RIDGE BEAM AND POSTS 5" REINF CONC SLAB-ON-GRADE (HATCHED) - SEE 15/A800 HSS SQUARE COLUMN - TYP WF ROOF BEAM WITH SOLID WD PADDING - TYP COLUMN BASEPLATE SET INTO SLAB - TYP CONC PILASTER - TYP WD RAFTERS AND LOOKOUTS WD FRAMED WALL PER PLAN WD ROOF JOISTS SKYLIGHT OP'G - TYP WD TRELLIS JOIST WD LOOKOUT WD DBL END JOIST FLAT FRAMING AT MECHANICAL LOW ROOF B.O. RAMP EL.+823'-11 1/2" T.O. RAMP EL.+831-'6 1/2" T.O. CONC EL.+831'-6 1/2" T.O. CONC EAST WALL EL.+833'-10 1/2" T.O. CONC WALL AT MECH EL.+833'-5 5/8" BEAM SHELF EL.+832'-8 7/8" T.O. CONC WALL MECH EL.+830'-7 1/2" T.O. CURB EL.+824'-6" T.O. FOOTER EL.+820'-0" T.O. CURB EL.+824'-6"T.O. CONC WALL BATH EL.+830'-7 1/2" T.O. SLAB EL.+824'-0" NOTE - LANDSCAPE RETAINING WALLS ARE INDICATED WITH TONE - SEE RETAINING WALL MATERIAL ALTERNATES ON G100 T.O. FOOTER EL.+823'-7 SCALE:NTS MAKEUP AIR UNIT ENCLOSURE STRUT CHANNEL FRAMING DIAGRAM2 P1000 TOP TRACK-TYP CABLE BRACING - EA DIRECTION P1000 TOP TRACK - TYP P1000T FIELD POST - TYP P1000C CORNER POST - TYP PROVIDE SECOND P1000T AT DOOR OP'G FOR HEAD TRACK P1001 BOTTOM CHANNEL - TYP ROOF FOOT WITH EMBEDDED STRUT FOR MEMBRANE ROOFING - UNIVERSAL HEF-T-FOOT FF-250-UNI BY DIVERSITECH OR EQ P1000T STUB COLUMN P1000 MID RAIL - TYP CLADDING: MCNICHOLS 1731145041 16 GA ALUM CLADDING - 51% OPEN AREA - HEM TOP AND BOTTOM EDGES MAKEUP AIR UNIT - SEE MECH P1000 STIFFENER STRUT T.O. RETURN WALL LOW EL.+831-'6 3/8" T.O. RETURN WALL LOW EL.+831-'6 3/8" THERMAL BREAK AT RETURN WALL T.O. RETURN WALL EL.+835'-1 1/2" T.O. RETURN WALL EL.+835'-1 1/2" Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 STRUCTURAL DIAGRAM AS NOTED S103 8 7 6 5 4 3 2 11.5 SCALE:3/16" = 1'-0" EAST WALL ELEVATION1 B C DBBBBB E C D EBBBBB BCDEBBBBB T.O. FOOTING EL.+823-'7" T.O. CONC WALL EAST EL.+833-'10-1/2" T.O. FOOTER EL.+823'-7"T.O. CURB EL.+824-'6" T.O. FOOTER EL.+820'-0" 3' - 7 " T.O. WALL EL.+831-'6 1/2" T.O. WALL EL.+835-'1 7/8" 12 1 12 1 12 1 T.O. CONC WALL EL.+833-'9 1/2" LINE OF CONC SERVICE RAMP (DASHED) 2 A800 T.O. SLAB SCALE:3/16" = 1'-0" NORTH WALL ELEVATION ON GRIDLINE 82 SCALE:3/16" = 1'-0" NORTH WALL ELEVATION - SERVICE RAMP SOUTH3 LINE OF RETURN WALL BEYOND LINE OF RETURN WALL BEYOND T.O. WALL EL.+831-'6 1/2" 3' - 7 " 1'-8 1/2" 6" T.O. FOOTER EL.+820'-0" T.O. CURB EL.+824-'6" T.O. FOOTER EL.+823'-7" T.O. FOOTER EL.+823'-7" SCALE:3/16" = 1'-0" SOUTH WALL ELEVATION ON GRIDLINE 24 T.O. CONC WALL EAST EL.+833-'9 1/2" T.O. WALL EL.+834'-1 7/8" T.O. CURB EL.+824'-6" BCDEBBBBB SCALE:3/16" = 1'-0" SOUTH WALL ELEVATION ON GRIDLINE 1.55 C B T.O. FOOTER EL.+823'-7" T.O. WALL EL.+830'-7 1/2" T.O. WALL EL.+830'-7 1/2" STAIR OP'G T.O. FOOTER EL.+823'-7" LINE OF CONC STAIR (DASHED) T.O. CURB EL.+824'-6" LINE OF SLAB AND FROST WALL BEYOND (DASHED) SCALE:3/16" = 1'-0" SOUTH WALL ELEVATION ON GRIDLINE 16 T.O. FOOTER EL.+820'-0" T.O. FOOTER EL.+820'-0" T.O. WALL EL.+830'-7 1/2" 72'-0 5/8" SCALE:NTS KEY PLAN7 CONC PILASTER-TYP 17'-6 5/8"8'-6"25'-5" 14'-0 1/8"9'-1 7/8"11'-4"9'-2"37'-8" 12'-5 1/2"9'-7 3/4" T.O. SLAB T.O. WALL AT MECH EL.+833'-4 5/8" T.O. CURB EL.+824-'6" RETURN WALL BEYOND - TYPRETURN WALL BEYOND - TYP 13'-8 3/4"30'-1 1/2" T.O. FOOTER EL.+820'-0" T.O. SLAB EL.+824'-0" 43'-2 3/8" T.O. RETURN WALL HIGH EL.+835-'1 1/2" T.O. RETURN WALL LOW EL.+831-'6 3/8" 20'-7 1/2"3'-6 1/2" 6'-9 1/2"4'-4 1/2" 2" T.O. RETURN WALL HIGH EL.+835'-1 1/2" T.O. FOOTER EL.+825'-10 3/4" T.O. RETURN WALL LOW EL.+831-'6 3/8" 43'-2 3/8" RETURN WALL BEYOND - TYP FD FD FE FE 11 ' - 0 " 12 ' - 3 1 / 2 " 1 56 ' - 5 " B C D BB BBB 7' - 6 1 / 2 " 3' - 2 " E 4' - 1 1 " 1 2 3 4 5 6 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 +1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 CONCRETE WALL ELEVATIONS AS NOTED S104 STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE EL E C T R . P A N E L STAFF LOUNGE MECH. 2- W A Y P A N T R Y ST A F F C L PA N T R Y O R E Q U I P M E N T C L ST A F F H A L L W A Y BATHROOMS K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA CHANGING FD FD FD FD FD FD FD FD BATHROOM 2BATHROOM 1 BATHROOM 3 FD SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL MECH WELL K-2054JAMESTOWNC_LAVATORYVITREOUS CHINA CHANGING SCALE: 3/16" = 1'-0" GROUND FLOOR ELECTRICAL POWER PLAN1 DUPLEX RECEPTACLE TYPE QUAD RECEPTACLE FLOOR MTD. RECEPTACLE DEDICATED OUTLETTYPE SWTICH-CONTROLLED DATA W/W WH RFRF FR Z GFCI MAIN ELECTRICAL PANEL FR Z FR Z GFCI GFCI GFCI DF DR Y E R HP WH Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ELECTRICAL POWER PLAN AS NOTED E001 N STORAGE/ JANITORIAL PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 3 WALK-IN COOLER FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING OFFICE STAFF LOUNGE MECH. 2- W A Y P A N T R Y ST A F F C L PA N T R Y O R E Q U I P M E N T C L ST A F F H A L L W A Y BATHROOMS CHANGINGCHANGING BATHROOMBATHROOM WC VESTIBULE SCALE: 3/16" = 1'-0" GROUND FLOOR ELECTRICAL POWER PLAN1 PENDANT/SRF-MTD WALL-MTD LIGHT RECESSED LIGHT TRACK W/ HEAD HAWRDWIRED SMOKE/CO DETECTOR - SEE A20 0 FOR SPEC WALL-MTD UPLIGHT SWITCH TYPE T THERMOSTAT DIMMER SWITCHTYPE TIMER SWITCH MOTION SWITCH ILLUM. EXIT SIGN AND EMERGENCY LIGHT - SEE A200 FOR SPEC NL NIGHT LIGHT SD NL NL NL NL NL NL NL NL NL NL NL NL F4F4 F4 F4 F4 F4 F1 F4 F4 F4 F4 F1 F5 F5 F5 F5 F5 SDSDSDSD SD SD SD SD SD SD SD SD FC FC FCFC FC FC FC FC FC FC FC B B BB B B BB B B B B B BB B B B B A A A A A A A A AA A A C1C1C1 C1C1 C1 A A A B C2 C2 C2 B B B F1 F4 B A A 7'-0" 7'-0" B E G G T T T T T T FC T T T MAIN FIRE ALARM PANEL LIGHTING WIRE THERMOSTAT CONTROL WIRE SMOKE/CO DETECTOR WIRE C1 C1 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ELECTRICAL SWITCHING PLAN AS NOTED E002 N K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA FD FD FD FD FD FD FD FD FD SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKLK-2054JAMESTOWNC_LAVATORYVITREOUS CHINA SCALE: 3/16" = 1'-0" GROUND FLOOR PLUMBING WASTE PLAN1 SCALE: NTS PLUMBING RISER DIAGRAM2 TO S I T E S E P T I C S Y S T E M C.O.9 C.O. 2 C.O. 1 C.O. 6 C.O. 5 WCWC WC WC WC WC WC 6" MAIN BUILDING DRAIN GREASE INTERCEPTOR WITH RISER AND WASTEWATER SAMPLING PORT LAVLAV HAND SINK PREP SINK - FLOOR SINK BELOW MOP SINK LAV DRINKING FOUNTAIN SHOWER SHOWER SHOWER LAV 3-CPMT SINK - SEE NOTE 4 3-CPMT SINK WAREWASHER STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE STAFF LOUNGE MECH. 2- W A Y P A N T R Y ST A F F C L PA N T R Y O R E Q U I P M E N T C L ST A F F H A L L W A Y BATHROOMS CHANGING BATHROOM 2BATHROOM 1 BA T H R O O M 3 C.O. 3 3 1 2 5 4 7 8 9 6 CWS F R O M W E L L 6'-0" SEPA R A T I O N MIN SEE 1/P002 FOR HWS AND CWS PIPING PLAN C.O. 7 NOTE: ALL BELOW-GRADE SUPPLY AND WASTE PIPING TO BE BURIED 48" MIN BELOW GRADE FLOOR SINK FLOOR SINK NOTE: ALL TEACHING/PRODUCTION KITCHEN WASTE TO RUN THROUGH SEPARATE DRAIN LINE TO ACCESSIBLE GREASE INTERCEPTOR. PROVIDE SEPARATE CLEANOUT. ALL FLOOR DRAINS IN KITCHENS TO BE WITHOUT BACKWATER VALVES. C.O. C.O. C.O. 8 C.O. 9 3" BUILDING TRAP AIR INLET W/ BIRD SCREEN C.O. 4 PLUMBING WASTE NOTES: 1. ALL CLEANOUTS TO BE OF FLUSH FLOOR-MOUNTED TYPE U.O.N. 2. ALL VENT-ONLY PIPES TO SLOPE AT 1/8" IN 12". ALL COMBINATION WASTE-VENT PIPES TO SLOPE AT 1/2" IN 12". 3. PROVIDE 3/4" Ø CONDENSATE DRAIN BRANCH LINES AND 1-1/4" MAIN LINES. CONDENSATE LINES TO SLOPE 1/8" IN 12" AND SHALL DRAIN TO FLOOR SINKS WITH AIR GAP - SEE PLBG PLANS. 4. PROVIDE CONDENSATE PUMP AT EA FAN COIL UNIT - SEE MECH SPECS . 5. ALL THREE-COMPARTMENT SINKS, PREP SINKS, AND WAREWASHERS SHALL INDIRECT DRAIN WITHOUT TRAPS OR VENTS TO FLOOR SINK. 6. ALL BELOW-GRADE SUPPLY AND WASTE PIPING TO BE BURIED 48" MIN BELOW GRADE. BUILDING TRAP LAV FC FC FC FC FC CONDENSATE LINE IN CLG CONDENSATE LINE AT FLOOR LEVEL SCALE: PLUMBING FIXTURE SCHEDULE3 FC FC FC FC FC GROUND FLOOR LAVATORY BATH 1 LAVATORY CURBLESS SHOWER W/ LINEAR DRAIN BATH 3 TROUGH SINK (3 FAUCETS) TEACHING KITCHEN/CLASSRM MOP SINK JANITORIAL LAVHAND SINK BI-LEVEL DRINKING FOUNTAINPREP SINK*3-CPMT SINK* WAREWASHER* FRUIT PRESS ROOM LAVATORY FD2 STAFF WC 4 3-CPMT SINK* FD3 6" MAIN BUILDING DRAIN 3" VENT STACK - VENT THRU ROOF BUILDING TRAP BATH 2 SEPTIC HOLDING TANK GRADE 2" WASTE 2" WASTE 6" WASTE 4" WASTE 2" WASTE 4" WASTE 2" WASTE 2" WASTE 2" WASTE 2" WASTE 2" WASTE2" WASTE 2" WASTE 2" WASTE 4" WASTE 2" WASTE 4" WASTE 2" WASTE 4" WASTE 2" WASTE CURBLESS SHOWER W/ LINEAR DRAIN FLOOR-MT TANK TOILET FLOOR-MT TANK TOILET FLOOR-MT TANK TOILET FLOOR-MT TANK TOILET FLOOR-MT TANK TOILET CURBLESS SHOWER W/ LINEAR DRAIN TO SEPTIC FIELDSEPTIC DISTRIBUTION BOX 3" VENT STACK - VENT THRU ROOF VENT TO EXTEND 7'-0" MIN ABOVE ROOF LEVEL 3" WASTE ACCESSIBLE GREASE INTERCEPTOR: SCHIER GB-75 75-GPM INTERCEPTOR WITH SV-10 SAMPLING PORT AND FCR2 RISER. NOTE: ALL TEACHING/PRODUCTION KITCHEN WASTE TO RUN THROUGH SEPARATE DRAIN LINE TO ACCESSIBLE GREASE INTERCEPTOR. PROVIDE SEPARATE CLEANOUT. ALL FLOOR DRAINS IN KITCHENS TO BE WITHOUT BACKWATER VALVES. C.O. 1 C.O. 2 C.O. 5 FD1 FD4 FD5 FD6 FD7 FD8 FD9 C.O. 3 2" WASTE C.O. 6 C.O. 7 PROCESSING 6" MAIN BUILDING DRAIN 4" WASTE 2" WASTE FLOOR SINK * NOTE: ALL THREE-COMPARTMENT SINKS, PREP SINKS, AND WAREWASHERS SHALL INDIRECT DRAIN WITHOUT TRAPS OR VENTS TO FLOOR SINK FLOOR SINK DEDICATED GREASE INTERCEPTOR VENT C.O. 4 RISER BY INTERCEPTOR MFR 3" BUILDING TRAP FRESH AIR INLET 48 " M I N 2" V E N T 1- 1 / 2 " V E N T 1- 1 / 2 " V E N T 1- 1 / 2 " V E N T 1- 1 / 2 " V E N T FLOOR SINK 2" V E N T 1-1/2" BRANCH VENT 1- 1 / 2 " V E N T 2" V E N T 1- 1 / 2 " V E N T 2" V E N T 1- 1 / 2 " V E N T 1- 1 / 2 " V E N T 1- 1 / 2 " V E N T 1- 1 / 2 " V E N T 1- 1 / 2 " V E N T 2" V E N T 2" BRANCH VENT 2" V E N T 2" V E N T 2" V E N T 2" V E N T 1- 1 / 2 " V E N T 2-1/2" BRANCH VENT C.O. 9 C.O. 9 EXTERIOR WALL SEE 1/P003 FOR VENTING PLAN CLEANOUTS 2-1/2" BRANCH VENT 1- 1 / 2 " V E N T 1- 1 / 2 " V E N T 1- 1 / 2 " V E N T 2-1/2" BRANCH VENT2-1/2" BRANCH VENT 1- 1 / 2 " V E N T 2" V E N T FCFCFCFCFC FC FC OFFICE FAN COIL UNIT 3/4" CONDENSATE BRANCH DRAIN LINE - TYP CLG-MTD FAN COIL UNIT - TYP OF (4) FC FC FC FC STAFF LOUNGE FAN COIL UNIT 6" WASTE 2" V E N T VESTIBULE FC C.O. 8 NOTE: SEE EQUIPMENT PLAN AND SCHEDULE ON SHEET A120 FOR KITCHEN AND PROCESSING PLUMBING FIXTURES Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 PLUMBING WASTE PLAN AND RISER DIAGRAM AS NOTED P001 N EL E C T R . P A N E L K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA FD FD FD FD FD FD FD FD FD SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKLK-2054JAMESTOWNC_LAVATORYVITREOUS CHINA SCALE: 3/16" = 1'-0" GROUND FLOOR PLUMBING CWS/HWS PLAN1 HOSE BIBB 3/4" C W S F R O M W E L L WH-2: RHEEM HPLD80-1RH MODEL 701443 85-GAL HYBRID ELECTRIC HEAT PUMP HOT WATER HEATER. ROUTE INLET AND OUTLET DUCTS TO KITCHEN HOSE BIBB HOSE BIBB-TYP OF (3) - SEE NOTE 3. WCWC WC WC WC WC WC LAVLAV HAND SINK PREP SINK MOP SINK LAV SHOWER SHOWER SHOWER LAV 3-CPMT SINK 3-CPMT SINK WAREWASHER CWS LINE HWS LINE PRESSURE TANK PIPE-MTD THERMAL EXPANSION TANK FOR HOT WATER HEATER LOCATE HWS AND CWS SUPPLY PIPING IN INSULATED FURRED WALL - TYP REVERSE OSMOSIS SYSTEM PLUMBING CW HW SUPPLY NOTES: 1. PROVIDE INSULATION ON ALL TEMPERED, HOT WATER SUPPLY LINES AND RECIRCULATION LINES PER CODE, AND ON METALLIC CONCEALED CWS PIPING PER CODE. 2. ALL FIXTURES TO CONFORM TO FOLLOWING WATER USAGE LIMITS: - TOILETS: 1.28 GPF - LAVATORIES: 0.5 GPM - SHOWERS: 1.5 GPM - ALL FIXTURES TO BE EPA WATERSENSE U.O.N. 3. ALL HOSE BIBBS TO BE OF LEAD-FREE FROST-PROOF TYPE. HOSE BIBB BARREL SHALL BE WITHIN WALL CAVITY. VALVE SHALL BE ACCESSIBLE IN WALL VIA ACCESS PANEL. 4. ALL CLEANOUTS TO BE OF FLUSH FLOOR-MOUNTED TYPE U.O.N. 5. CWS MAIN SUPPLY LINE TO BE 3/4" Ø. ALL CWS AND HWS DISTRIBUTION LINES WITHIN BUILDING TO BE 1/2" Ø U.O.N. WH-3: STIEBEL ELTRON TEMPRA 20 TREND SELF-MODULATING 1.2 KW 3.0 GPM COMPACT RESIDENTIAL ELECTRIC TANKLESS WATER HEATER WH-1 WH-2 WH-3WH-1: RHEEM ELD40-TB 40-GAL ER 208V AC 4.5 KW WATER HEATER PLUMBING MANIFOLD LAV DRINKING FOUNTAIN Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 WATER SUPPLY PLAN AS NOTED P002 N EL E C T R . P A N E L K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA K-12634MORNINGSIDEC_LAVATORYVITREOUS CHINA FD FD FD FD FD FD FD FD FD SERVICE SINK FAUCETTRITONK-838T60-4A BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKL BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKLK-2054JAMESTOWNC_LAVATORYVITREOUS CHINA SCALE: 3/16" = 1'-0" GROUND FLOOR PLUMBING VENTING PLAN1 WCWC WC WC WC WC WC PRIMARY BUILDING VENT STACK THRU ROOF LAVLAV LAV HAND SINK PREP SINK - FLOOR SINK BELOW MOP SINK LAV DRINKING FOUNTAIN SHOWER SHOWER SHOWER LAV WAREWASHER VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE STAFF LOUNGE MECH. 2- W A Y P A N T R Y ST A F F C L PA N T R Y O R E Q U I P M E N T C L ST A F F H A L L W A Y BATHROOMS CHANGING BATHROOM 2BATHROOM 1 BA T H R O O M 3 3 1 2 5 4 7 8 9 6 2- 1 / 2 " M A I N H O R I Z O N T A L VE N T B R A N C H STORAGE/ JANITORIAL 10 ' - 9 " 23 ' - 1 1 1 / 4 " 17'-7 3 / 4 " 31'-6 1/4"25'-0 1/2" 3" VENT THRU ROOF 3-CPMT SINKFLOOR SINK 15 ' - 2 3 / 4 " NOTE: HATCHING INDICATES DROPPED CEILING/SOFFIT ABOVE - SEE REFLECTED CEILING PLAN 1/A200. ALL VENTS TO RUN BELOW LEVEL OF ROOF STRUCTURE U.O.N. 2-1/2" HORIZONTAL BRANCH VENT2-1/2" HORIZONTAL BRANCH VENT FLOOR DRAIN VENT CONNECTION - TYP 2-1/2 " H O R I Z O N T A L BRA N C H V E N T 2" H O R B R A N C H V E N T 2" HORIZONTAL BRANCH VENT TIE GREASE INTERCEPTOR VENT INTO MAIN VENT MANIFOLD PLUMBING VENTING NOTES: 1. ALL VENT-ONLY PIPES TO SLOPE AT 1/8" IN 12". ALL COMBINATION WASTE-VENT PIPES TO SLOPE AT 1/2" IN 12". 2. ALL THREE-COMPARTMENT SINKS, PREP SINKS, AND DISHWASHERS TO DRAIN TO FLOOR SINKS PER PLAN - PROVIDE AIR GAP AT WASTE PIPE - TYP. 3. ALL VENTS ORIGINATING BELOW SLAB LEVEL SHALL BE 2" Ø MINIMUM AND SHALL NOT BE REDUCED IN DIAMETER ALONG THEIR ENTIRE 4. ALL VENTS SHALL CONNECT TO VENT MAIN AT LEAST 3' ABOVE FLOOD RIM OF EACH FIXTURE. FOR VENTS SERVING MULTIPLE FIXTURES, THE CONNECTION SHALL OCCUT ABOVE THE FLOOD RIM OF THE HIGHEST FIXTURE. 3-CPMT SINKFLOOR SINK Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aergold.ork T: 607-821-0811 Architect Consltants Strctral MEP Engineer Taite 110 S Alany St Ithaca, NY 14850 1-607-277-1118 Proect Inforation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Draing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scale co p y r i g h t © 2 0 2 4 ReisionsConsltantsOner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 PLUMBING VENTING PLAN AS NOTED P003 N TC T S O C N EXHAUST GRILLE RETURN GRILLE SUPPLY DIFFUSER VOLUME DAMPER FIRE DAMPER CONTROL DAMPER LEGEND CONNECT TO EXISTING TIME CLOCK DEMOLISHED EXISTING TO REMAIN THERMOSTAT ROOM SENSOR FLEX DUCT OCCUPANCY SENSOR CARBON DIOXIDE SENSOR NITROGEN DIOXIDE/CARBON MONOXIDE SENSOR MECHANICAL SPECIFICATIONS 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com SCALE:AS NOTED Architect Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Owner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 Consultants Consultants Project Information Drawing Title Revisions Date DWG No. co p y r i g h t © 2 0 2 3 M-001 NOTES & LEGEND 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN 12/01/2023 100% CD SEQUENCE OF OPERATIONS CODE SECTION COMPLIANCE C105.2.1 REFERENCE MECHANICAL AND PLUMBING DOCUMENTS FOR DUCT AND PIPE INSULATION MATERIALS, ARCHITECTURAL DOCUMENTS FOR ALL OTHER INSULATION MATERIALS C105.2.2 REFERENCE ARCHITECTURAL PLANS FOR FENESTRATION U-FACTORS AND SOLAR HEAT GAIN COEFFICIENTS C105.2.3 REFERENCE ARCHITECTURAL PLANS FOR AREA-WEIGHTED U-FACTORS AND SOLAR HEAT GAIN COEFFICIENTS C105.2.4 MECHANICAL DESIGN CONFORMS TO 2020IECC AND IMC CODE REQUIREMENTS C105.2.5 REFERENCE MECHANICAL AND PLUMBING DOCUMENTS FOR EQUIPMENT TYPES, SIZES AND EFFICIENCIES C105.2.7 REFERENCE MECHANICAL DOCUMENTS FOR EQUIPMENT AND SYSTEM CONTROLS C105.2.8 REFERENCE MECHANICAL DOCUMENTS FOR EQUIPMENT HORSEPOWER AND CONTROLS C105.2.9 REFERENCE MECHANICAL AND PLUMBING SPECIFICATIONS FOR SEALING AND INSULATION LOCATIONS C105.2.12 REFERENCE ARCHITECTURAL SPECIFICATIONS FOR AIR SEALING DETAILS C408.1.1 OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO OWNER BY CONTRACTOR FOR ALL EQUIPMENT C403.3.1 HVAC LOAD SIZING HAS BEEN PERFORMED IN THE CARRIER HAP PROGRAM, USING RTS (HEAT BALANCE METHODOLOGY C403.3.2 ALL HVAC EQUIPMENT MEETS OR EXCEEDS MINIMUM EFFICIENCIES, REFERENCE MECHANICAL DOCUMENTS C403.4 REQUIRED HVAC CONTROLS SHALL BE PROVIDED, REFERENCE MECHANICAL DOCUMENTS C403.7.1 DEMAND CONTROL VENTILATION NOT REQUIRED PER EXCEPTION 3 C403.7.7 OUTDOOR AIR INTAKE AND EXHAUST OPENINGS AND STAIRWAY AND SHAFT VENTS SHALL BE PROVIDED WITH CLASS I MOTORIZED DAMPERS C403.11.1 DUCT IS REQUIRED TO BE INSULATED TO THE INDICATED MINIMUM LEVEL, REFERENCE MECHANICAL DOCUMENTS C403.11.2 INSTALLING CONTRACTOR SHALL ENSURE THAT ALL AIR DISTRIBUTION COMPONENTS ARE PROPERLY SEALED C403.11.3 ALL PIPING INSULATION CRITERIA HAS BEEN MET, REFERENCE MECHANICAL/PLUMBING DOCUMENTS C408.2 MECHANICAL COMMISSIONING IS NOT REQUIRED C403.5.3 PENDING C408.2.2 INSTALLING CONTRACTOR SHALL TEST AND BALANCE ALL HVAC SYSTEMS AND PROVIDE REPORT TO ENGINEER 2020 IECC COMPLIANCE Part 1 -GENERAL 1.1 SUBMITTALS A.Provide electronic (pdf) submittals of the following: 1.Equipment, refrigerant testing reports 2.Equipment support brackets 3.Lineset tubing and insulation 4.Rigid duct 5.Duct insulation 6.Registers, grilles, louvers, wall caps, radiation dampers 7.Ductwork shop drawings B.Testing and Balancing report air-side (all supply/return/ventilation/exhaust registers). AABC or NEBB qualified balancer. C.Closeout 1.Operation and Maintenance Manual 2.As-Built drawings PART 2 -PRODUCTS 2.1 HEATING AND COOLING SPLIT SYSTEM A.System shall be a air source heat pump DX split type air conditioner using indoor units of varying type and size, an outdoor condensing unit and a direct digital control system to ensure an efficiently controlled, operated and engineered system. B.There shall be a 5 year warranty on the compressor and 1 year plus extended on all other parts. A certified contractor shall install the system to receive the extended warranty. C.Refrigerant circuit 1.The refrigerant circuit shall include manufacturer supplied Y-branches or Header fittings to connect to single or multiple (ducted, non-ducted or mixed) indoor units to effectively and evenly distribute refrigerant throughout the VRF system. 2.All field installed refrigerant pipes between outdoor unit and Y-branch or Header and from Y-branch or Header to indoor units shall be field provided. 3.Factory installed microprocessor controls in the outdoor unit, and indoor units shall perform functions to efficiently operate the VRF system. 4.Communication between components shall be provided via a field provided and installed 18 AWG shielded wire pair and terminated in a RS485 daisy chain configuration. 5.Outdoor Unit shall be capable of continuous operation between the following outdoor ambient range. Operation outside of these conditions is possible and may involve non-continuous operations. a.Cooling: 23°F DB to 122°F DB b.Heating: -4°F WB to 61°F WB 6.The system shall be capable of operating at an elevation of at lease 164 feet above or 131 feet below the indoor units. 7. All field provided piping shall be de-hydraded ACR copper pipe. Other pipe materials shall not be allowed. 8. All refrigerant piping shall be insulated with 1" insulation. 2.2 FAN COIL 1.The fan coil unit shall be designed wall mounted fan coils and cassettes for commercial spaces. 2.Unit shall be equipped with factory installed temperature thermistors for: a.Return air 1.Refrigerant entering coil 2.Refrigerant leaving coil 3.Unit shall have the following functions as standard: a.Self-diagnostic function b.Auto addressing 1.Auto restart function d.Auto changeover function (Heat Recovery system only) 1.Auto operation function 2.Child lock function 3.Forced operation 4.Dual thermistor control 5.Sleep mode 6.External static pressure (ESP) control 7.Dual setpoint control 8.Multiple aux heater applications 9.Filter life and power consumption display 2.3 DUCTWORK A.Metallic ductwork 1.Sheet metal per SMACNA HVAC Duct Construction Standards -Metal and Flexible, low pressure requirements. a.Round ducts 1)12" or less: 30 gauge 2)Over 12": 26 gauge b.Rectangular ducts 1)36" or less: 30 gauge 2)Over 36": 26 gauge c.Fabricate round and rectangular duct hangers and supports from materials and methods outlined in SMACNA -Low Pressure Duct Construction Standards, 5th Edition. d.All ductwork is to be rigid. e.Duct sizing -Pressure drop shall be no more than 0.1" SP/100 feet of duct. B.Insulation 1.All fiberglass products shall be fornaldehyde-free. 2. Duct insulation for ERV; Exhaust and Outdoor air duct: R-6. Kitchen exhaust: Fired rated R-8. Kitchen Make-up Air: R-6. C.Duct sealant options: a.RCD Corp Mastic #6, Hardcast Iron-Grip 601, or equal, with fiberglass mesh tape, UL 181. D.Registers and grilles 1.Wall supply registers: Titus 2.Wall return grilles: Titus 3.Exterior louvers: Alumininum, drainable, depth to coordinate with wall construction. 4.Provide register and louver frame styles compatible with mounting surface. 5.All registers types, colors, and locations are to be coordinated with architect. . 2.4 MECHANICAL IDENTIFICATION A.Plastic Nameplates: All equipment is to have laminated three layer black plastic with engraved white letters. Tag size minimum 1½”square. B.Plastic Tape Pipe Markers: All ducts and pipes are to have flexible, vinyl film tape with pressure sensitive adhesive backing and printed markings. Green background with white letters. 2.5 CONTROLS A.Provide all controls as required on the schedules and to implement Sequence of Operation described on this sheet. PART 3 -EXECUTION 3.1 INSTALLATION A.General 1.Install all equipment per manufacturer's instructions and standard trade practices. Set units level and plumb. Provide vibration isolation in between the condensing unit and the base stand. 2.All equipment shall have vibration isolation incorporated into the support system. 3.Provide clearances as specified by the manufacturer. 4.Provide access panels for concealed equipment, valves, dampers. 5.Coordinate locations of all equipment with architectural drawing. 6.Provide electric power, per NEC. Verify compatibility with equipment power characteristics. Provide new circuit breakers as required. Label breakers with neat, permanent markings. 7.All work is to be done in accordance with 2020 Uniform Fire Prevention and Building Code with NYS supplements. B.Refrigerant Piping 1.Size and insulate refrigerant piping per manufacturer's instructions. Provide UV protectant coating for exposed exterior insulation. Comply with ASHRAE 15. Exterior pipes shall be encased in a PVC pipe cover. Referigerant piping on roof shall be supported every 4'. Perform Triple Leak and Pressure Test as per manufacturer’s instruction including checking all connections for leaks by applying a bubble solution to all joints. Document the locations of any leaks found and fix leaks and retest as per manufacturer’s instructions. Once Leak and Pressure Test is completed perform Triple Evacuation Procedure as per the manufacturer’s instructions. Once the system has been properly evacuated confirm the necessity of additional Refrigerant Trim Charge as per the manufacturer’s instructions and engineering documents. Document any refrigerant added for each unit and final refrigerant charge. If there are joints between the indoor and outdoor units other than at the units, document on as built drawings including piping riser diagram so that the joint can be located post-construction. Provide documentation for the above testing including the name of the person performing the test, day/time, results of any leaks that needed to be fixed. Notify engineer at least 48 hours prior to the testing. C.Ductwork 1.All duct shall be galvanized steel unless noted otherwise. Fiberglass ductboard NOT permitted. 2.Provide flexible connection to vibration producing equipment. 3.All mitered duct elbows are to be equipped with air-turning vanes. All radiused duct elbows are to have minimum interior radius equal to one times the duct width (width being duct dimension in direction of radius). 4.Provide duct transitions as required for clearance and duct crossovers. 5.All duct dimensions listed on plans are inside clear dimensions. D.Duct Sealing 1.Seal all duct joints according to one of the specified products. Method of application per manufacturer's instructions. The supply ducts shall have air losses of less than 10% of the total air flow volume measure at the fan or air-moving device. 3.2 COMMISSIONING, TESTING, AND BALANCING A.Equipment to be commissioned 1.Split System HVAC equipment 2.Fan/coil units 3.Exhaust fans 4.Controls 5. ERV B.Equipment checkout and startup 1.Verify proper installation, initial settings, and calibration of all controls and valves. 2.Provide startup as specified by manufacturer. 3.Verify sequence of operation as directed by the specifications and the manufacturer. 4.Verify all safety controls. C.Measurements and Adjustments 1.Measure all air flows, temperatures and other characteristics as indicated in the drawings and specifications or required by the manufacturer. 2.Measure motor currents. 3.Measure temperature rise or drop as appropriate through fan coils. 4.Adjust equipment for smooth, quiet operation. Lubricate as directed by the manufacturer 5.For outdoor condensing and heat pump units, measure and report: 5.1.Outdoor air temperature 5.2.Superheat 5.3.Subcooling 5.4.Final refrigerant charge D.Reports 1.Provide written test and balance report, including sequences tested. 2.Identify equipment, date and time of test. 3.Provide design, initial, and final airflow values. 4.Report shall be signed by Contractor and Owner's representative. E.Training 1.Provide a minimum 4 hours of on site training and instructions of the system operation. Schedule training with Owner in writing to allow for attendance by maintenance staff. Obtain Owner signoff for completion of training. 3.3 O&M, AS BUILTS AND WARRANTY A.Provide (1) hard copy and (1) digital copy of O&M manuals. B.Provide (1) full size hard copy and (1) digital copy of as-built drawings. C.Provide all warranty information. A.HEAT PUMP SYSTEMS: 1.During unoccupied periods as determined by 7 day programmable thermostat, the system shall be set back to adjustable setpoint temperatures. 2.During occupied periods as determined by 7 day programmable thermostat, the system shall respond to setpoint temperatures. Each fan coil shall have a thermostat for heating and cooling setpoints. The unit shall remain on until setpoint is reached. B.KITCHEN EXHAUST: 1.The exhaust fan and make-up air unit shall turn on when smoke or heat is sensed at the hood. The make-up air unit shall provide tempered air and maintain discharge temperature during operation. C. ELECTRIC WALL HEATER 1.The electric wall heater shall have a unit mounted thermostat (set to 70 degrees F). Upon a call for heat, the heater shall turn on and remain on. Upon setpoint being satisfied, the heater shall turn off and remain off. D.ENERGY RECOVERY VENTILATOR SYSTEMS: 1.Once enabled, the exhaust and outdoor air motorized dampers shall be open 100% and supply and exhaust fan shall run. The unit shall be enabled by a wall mounted CO2 sensor (located in the learning space) setpoint reading over 700 ppm (adjustable) or a ceiling mounted occupancy sensor in any of the bathrooms. Once the CO2 setpoint and occupancy sensors are satisfied the fan shall stop and the exhaust and outdoor air motorized dampers shall be closed. The unit shall have an electric resistance duct heater that the internal SRC controller shall control based on supply air temperature of 68 degrees 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com SCALE:AS NOTED Architect Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Owner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 Consultants Consultants Project Information Drawing Title Revisions Date DWG No. co p y r i g h t © 2 0 2 3 M-002 SCHEDULES 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN 12/01/2023 100% CD FAN COIL SCHEDULE Type Manufacturer Model Description Air Flow cfm Cooling Btu/Hr Heating Length Width Height Weight, lbs ELECTRICAL CommentsTotal Sensible Btu/Hr Voltage Phase MCA FC-1 LG Electronics ARNU053TRD4 Ceiling Cassette Fan Coil 265 12,830 9,110 17,100 1' - 11 5/8" 1' - 11 5/8" 9 5/16" 35 208 V 1 0.2 A Povide PREMTBVC2 programmable thermostate, connection to condensate FC-2 LG HVAC USA ARNU153SJS4 Indoor Wall Mounted Fan Coil 240 12,800 9,040 17,100 2' - 8 3/16" 7 7/16" 1' - 0 7/16" 19 208 V 1 0.3 A Provide PREMTBVC2 programmable thermostate, Aspen miniaqua condensate pump, connection to condensate FC-3 LG HVAC USA ARNU093SJS4 Indoor Wall Mounted Fan Coil 240 7,990 5,910 10,900 2' - 8 3/16" 7 7/16" 1' - 0 7/16" 19 208 V 1 0.3 A Provide PREMTBVC2 programmable thermostate, Aspen miniaqua condensate pump, connection to condensate FC-4 LG HVAC USA ARNU053SJS4 Indoor Wall Mounted Fan Coil 240 4,580 3,900 6,100 2' - 8 3/16" 7 7/16" 1' - 0 7/16" 19 208 V 1 0.3 A Provide PREMTBVC2 programmable thermostate, Aspen miniaqua condensate pump, connection to condensate FC-5 LG HVAC USA ARNU303SRA4 Indoor Wall Mounted Fan Coil 240 24,990 17,760 32,000 2' - 8 3/16" 7 7/16" 1' - 0 7/16" 19 208 V 1 0.3 A Provide PREMTBVC2 programmable thermostate, Aspen miniaqua condensate pump, connection to condensate HEAT PUMP SCHEDULE Type Manufacturer Model Description Cooling EER Heating COP Length Width Height Weight, lbs ELECTRICAL Comments Total Btu/Hr Sensible Btu/Hr Capacity Btu/Hr Voltage Phase MCA HP-1 LG ARUB060GSS4 Air Source Heat Pump 60,000 0 64,000 0 37" 13" 55" 263 208 V 1 25.4 A Provide Quicksling stand, base pan heater, wind baffle, furnish disconnect HP-2 LG ARUB060GSS4 Air Source Heat Pump 60,000 0 64,000 0 37" 13" 55" 263 208 V 1 25.4 A Provide Quicksling stand, base pan heater, wind baffle, furnish disconnect HP-3 LG ARUN060GSS4 Air Source Heat Pump 60,000 0 64,000 0 37" 13" 55" 263 208 V 1 25.4 A Provide Quicksling stand, base pan heater, wind baffle, furnish disconnect MAKEUP AIR UNIT SCHEDULE Type Manufacturer Model Description Design Supply Air Flow Supply External Static Pressure Supply Fan HP Sones Weight, lbs ELECTRICAL CommentsVoltage Phase MCA MAU-1 CaptiveAire A1-E.401-15D-MPU Makeup Air Unit 1,080 0.50 1.00 9.7 993 230 V 1 9.2 A Provide insulated roof curb, Provide all accessories and components to comply with sequence of operations on M-001 and details on M-202 and M-203 EXHAUST FAN SCHEDULE Type Manufacturer Model Description Air Flow CFM Exhaust External Static Pressure Sones Weight, lbs ELECTRICAL CommentsVoltage Phase MCA EF-1 CaptiveAire DU85HFA Exhaust Fan 1,350 1.25 10.5 103 115 V 1 8.9 A Provide all accessories and components to comply with sequence of operations on M-001 and details on M-202 and M-203 CONDENSING UNIT SCHEDULE Type Manufacturer Model Description SEER ELECTRICAL CommentsVoltage Phase MCA CU-1 CaptiveAire A1-E.401-15D-MPU MAU Condenser 15.00 230 V 1 14 A Provide all accessories and components to comply with sequence of operations on M-001 and details on M-202 and M-203 KITCHEN HOOD SCHEDULE Type Mark Manufacturer Model EXHAUST PLENUM RISER EXHAUST PLENUM RISER Voltage Phase CommentsWidth Length Height CFM VEL SP H-1 CaptiveAire 3044 3' - 0"6' - 0"1' - 2"1,080 750 1.000 in-wg 120 V 1 Provide all accessories and components to comply with sequence of operations on M-001 and details on M-202 and M-203 ELECTRIC HEAT SCHEDULE Type Mark Manufacturer Model Description Watts Voltage Phase Comments EH-1 Stibel Eltron CKT 15 E Electric wall heater, fan forced 1500 W 120 V 1 Provide unit mounted thermostat EH-2 Qmark CZ1512T Electric wall heater, fan forced 1500 W 120 V 1 Provide unit mounted thermostat AIR TERMINAL SCHEDULE Type Manufacturer Model Description Material & Color Border Type NECK SIZE CommentsWidth Height A Titus 112RS Supply Grille with Adjustable Double Deflection White Metal Surface Mount 6"6" B Titus 23RL Return Grille with 45 Degree Deflection White Metal Surface Mount 8"6" C Ruskin ELF375DX Louver Aluminum - White Surface Mount 24"12" Provide louver compatible with building wall construction. Color chosed from manufacturer's standard colors. D Titus 23RL Return Grille with 45 Degree Deflection White Metal Surface Mount 12"10" E Titus 350RL Return Grille with 35 Degree Deflection White Metal Surface Mount 12"8" F Titus 300FL Adjustable Supply Grille with Double Deflection Aluminum - White Surface Mount 36"12" ENERGY RECOVERY VENTILATOR SCHEDULE Type Manufacturer Model Description Air Flow CFM ESP, in. WC Length Width Height Weight, lbs ELECTRICAL CommentsVoltage Phase MCA ERV-1 RenewAire LLC HE07INV Energy Recovery Ventilator 535 1.0 4' - 2 1/4" 3' - 1 5/8" 1' - 3 7/8" 278 230 V 1 4 A Provide motorized dampers on outdoor air and exhaust ducts, Provide DH-1, Provide all accessories and components to comply with sequence of operations on M-001 ELECTRIC DUCT HEATER SCHEDULE Type Manufacturer Model Description Input Weight, lbs ELECTRICAL CommentsVoltage Phase MCA DH-1 RenewAire TER-12-6240 RH-D Duct heater with intergal thermostat 6.0 kW 20 240 V 1 25 A CLASSROOM OFFICE PROCESSING 2 WALK-IN COOLER STAFF WC 4 PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE STAFF LOUNGE ST A F F H A L L W A Y ST A F F C L 2- W A Y P A N T R Y TEACHING KITCHEN PRODUCTION KITCHEN STORAGE/JANITORIAL MECH. BATHROOM 3 VESTIBULE CHANGING CHANGING BATHROOMS BATHROOM 2BATHROOM 1 PA N T R Y O R EQ U I P M E N T C L 3 M-101 12"ø 12"ø 20"x10" 10 ' - 0 " FC-1 HP-2 FC-1 HP-1 FC-1 HP-2 FC-1 HP-1 FC-2 HP-1 FC-3 HP-2 FC-2 HP-1 FC-4 HP-2 FC-4 HP-2 FC-4 HP-2 FC-5 HP-3 FC-5 HP-3 HP-1 HP-2 HP-3 ERV-1 10"ø 6"ø 6"ø 6"ø 6"ø 10"ø 10"ø 4"ø 5"ø 5"ø 6"ø8"ø 6"ø 6"ø 6"ø 10"ø 8"ø TO MAU-1 REFER TO 2/M-101 EH-1 EH-1EH-1 A 60 A 60 A 60 A 60 A 60 A 30 A 40 5"ø A 15 B 55 B 55 PROVIDE ACCESS PANEL, COORDINATE WITH ARCHITECT. C 535 10"x10" 12"x8" A 100 A 20 A 30 4"ø 4"ø C 535 B 30 B 50 B 70 B 70 D 200 EH-2 E E 3' - 9 " 1' - 5" H-1 F 1,080 36"x12" TRANSFER GRILL 12"ø 12"ø EF-1 PROVIDE FIRE RATED DUCT WRAP INSULATION 26"x8" 26 " x 8 " CONNECT TO EXHAUST HOOD COORDINATE LOCATION WITH WALK-IN COOLER PRIOR TO ROUGH IN COORDINATE DUCT WITH OVERHEAD DOOR TRACK DUCT IN SOFFIT MINIMUM 7'-3" AFF 5"ø 6"ø 12"ø 6"ø DH-1 MAU-1 CU-1 FROM BELOW, REFER TO 1/M-101 FINISH FLOOR LEVEL 824' -0" B.O. ROOF 831' -0" D T.O. ROOF 836' -9" T.O.G. 832' -6 3/4" FINISH FLOOR LEVEL 824' -0" T.O. ROOF 837' -0" H-1 SKY LIGHT 2' - 9 " 26"x8" 7' - 1 " RANGE 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com SCALE:AS NOTED Architect Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Owner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 Consultants Consultants Project Information Drawing Title Revisions Date DWG No. co p y r i g h t © 2 0 2 3 M-101 FLOOR PLAN 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN 12/01/2023 100% CD1/4" = 1'-0"1 FLOOR PLAN 1/4" = 1'-0"2 ROOF PLAN M-101 GENERAL NOTES 1. COORDINATE ALL WORK WITH ARCHITECTURAL AND STRUCTURAL ELEMENTS INLCUDING BUT NOT LIMITED TO SKYLIGHTS AND BEAMS. 2. PROVIDE HARD PIPED CONDENSATE CONNECTION TO FOR EACH FAN COIL TO CONDENSATE MAINS, COORDINATE WITH PLUMBING DRAWINGS. 3. PROVIDE MANUAL BALANCING DAMPERS ON EACH DUCT BRANCH 4. SUPPORT ALL DUCT WORK FROM CEILING, DUCT WORK SHALL BE SUPPORTED IN ACCORDANCE WITH SMACNA AND NYS MECHANICAL CODE. 5. COORDINATE ALL DUCTWORK, AIR TERMINALS AND FAN COIL PIPING WITH CEILING HEIGHTS. REFER TO LOWERED CEILING SCHEDULE. 1/4" = 1'-0"3 KITCHEN HOOD ELEVATION LOWERED CEILING SCHEDULE SPACE NAME STAFF WC 4 BATHROOM 3 VESTIBULE BATHROOMS CHANGING BATHROOM 1/ CHANGING BATHROOM 2/ CHANGING WALK-IN COOLER 2-WAY PANTRY STAFF CL PANTRY OR EQUIPMENT CL BOTTOM OF CEILING ELEVATION 8'-6" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-6" 8'-0" 8'-0" 8'-0" GENERAL NOTES: 1. ALL SPACES NOT MENTIONED ASSUMED TO HAVE CEILINGS AT BOTTOM OF STRUCTURE. 2. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ANY CHANGES IN CEILING HEIGHT OR SCHEDULE. (50.71 kBtu/h) (17.10 kBtu/h) (17.10 kBtu/h) (17.10 kBtu/h) (17.10 kBtu/h) (47.79 kBtu/h) (12.83 / 9.11 kBtu/h) (12.83 / 9.11 kBtu/h) (12.80 / 9.04 kBtu/h) (12.80 / 9.04 kBtu/h) ARUB060GSS4 Additional Refrigerant : 6.94 lbs (Precharged Refrigerant : 7.72 lbs) PRHR033A3/8:5/8:3/4 23.0 ft(0)3 1 ARBLN016213/8:5/8 12.0 ft(0) ARNU153TQD41/4:1/2 11.0 ft(0)CLASSROOM ARNU153TQD41/4:1/2 19.0 ft(0)CLASSROOM ARNU153SJS41/4:1/2 44.0 ft(0)VESTIBULE ARNU153SJS41/4:1/2 57.0 ft(0)PROCESSING 1 HP-1 (50.71 kBtu/h) (17.10 kBtu/h) (17.10 kBtu/h) (10.90 kBtu/h) (6.10 kBtu/h) (6.10 kBtu/h) (6.10 kBtu/h) (47.37 kBtu/h) (12.83 / 9.11 kBtu/h) (12.83 / 9.11 kBtu/h) (7.99 / 5.91 kBtu/h) (4.58 / 3.90 kBtu/h) (4.58 / 3.90 kBtu/h) (4.58 / 3.90 kBtu/h) ARUB060GSS4 Additional Refrigerant : 9.55 lbs (Precharged Refrigerant : 7.72 lbs) PRHR063A3/8:5/8:3/4 29.0 ft(0)6 1 ARBLN016213/8:5/8 6.0 ft(0) ARNU153TQD41/4:1/2 22.0 ft(0)CLASSROOM ARNU153TQD41/4:1/2 14.0 ft(0)CLASSROOM ARNU093SJS41/4:1/2 22.0 ft(0)PROCESSING 2 ARNU053SJS41/4:1/2 13.0 ft(0)OFFICE ARNU053SJS41/4:1/2 25.0 ft(0)STAFF LOUNGE ARNU053SJS41/4:1/2 65.0 ft(0)BATHROOM 3 SPARE PORT HP-2 (50.71 kBtu/h) (32.00 kBtu/h) (32.00 kBtu/h) (49.00 kBtu/h) (24.99 / 17.76 kBtu/h) (24.99 / 17.76 kBtu/h) ARUN060GSS4 Additional Refrigerant : 4.36 lbs (Precharged Refrigerant : 7.72 lbs) ARBLN016213/8:3/4 20.0 ft(0) ARNU303SRA43/8:5/8 10.0 ft(0)PRODUCTION KITCHEN ARNU303SRA43/8:5/8 27.0 ft(0)PRODUCTION KITCHEN HP-3 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com SCALE:AS NOTED Architect Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Owner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 Consultants Consultants Project Information Drawing Title Revisions Date DWG No. co p y r i g h t © 2 0 2 3 M-201 DETAILS 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN 12/01/2023 100% CD No Scale1HP-1 Piping Diagram 12" = 1'-0"2 HP-2 Piping Diagram No Scale3HP-3 Piping Diagram M-201 GENERAL NOTES 1. Provide a remote sensor for each FC-1 located in classroom with central thermostat controlling set point. 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com SCALE:AS NOTED Architect Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Owner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 Consultants Consultants Project Information Drawing Title Revisions Date DWG No. co p y r i g h t © 2 0 2 3 M-202 DETAILS 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN 12/01/2023 100% CD 110 South Albany Street Ithaca, New York 14850 607.277.1118 www.taitem.com SCALE:AS NOTED Architect Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 am@mergold.work T: 607-821-0811 Owner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 Consultants Consultants Project Information Drawing Title Revisions Date DWG No. co p y r i g h t © 2 0 2 3 M-203 DETAILS 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN 12/01/2023 100% CD Town of Ithaca September 13, 2024 ZBAU-24-2 Zoning Board of Appeals Use Variance Application Status: Active Submitted On: 8/9/2024 Primary Location 149 Honness Ln Unit Trinity Lutheran Church at Ithaca Ithaca, NY 14850 Owner Trinity Lutheran Church at Ithaca 149 Honness Ln Ithaca, NY 14850 Applicant Rob Foote 607-273-9 017 tlc@trinityithaca.org 149 Honness lane Ithaca, NY 14850 Internal Only-Review Tax Parcel No. 58.-2-4 Is Planning Dept. Approval Required? Yes Is Engineering Dept. Approval Required? Yes Is a GML-239 Review Required? Yes Type of Variance Use Variance Appearance Date for Variance 9/24/24 Varaince Code Language ZBAU-24-2 Trinity Lutheran Church at Ithaca, Owner of 149 Honness Lane; Rob Foote, Applicant/Agent; is seeking relief from Town of Ithaca Code secons 270-249B (Prohibited Signand displays) and 270-54 (Residenal and Conservaon Zones) to install an electronic message center, where an electronic message center is not an allowed use. The current property is located in the Medium Density Residenal Zone district, Tax Parcel No. 58.-2-4. Variance Code Section 270-249B and 270-254 Internal Tasks to be Completed Meeting Result (First Appearance) – Materials For GML-239 Were Sent 08/28/2024 Public Hearing Notice Was Sent 09/12/2024 Neighbor Notiﬁcation Letters Were Sent 09/16/2024 Date Sign Was Picked-up – Material Packets Sent to ZBA Members 09/16/2024 Historical Only Address aﬃliated with request Status Applicant's Information Applicant is* Property Owner Is the primary point of contact for application diﬀerent than the applicant?* Yes Name of Primary Point of Contact* Trinity Lutheran Church c/o Rob Foote Phone Number* 6072739017 Email Address* tlc@trinityithaca.org Description Brief Description of Variance Request* Trinity has a long-standing, unique, dynamic, and varied ministry, which often communicates events that are appropriate for our neighbors and the greater Ithaca community to be aware of through various means: our web page, neighborhood mailings, E- & paper newsletters, advertising, and our signage. Our ministry is manifold: of course worship and Christian education opportunities occur here at regular and special times; a NYS licensed Afterschool program (also held at regular and special times), a short-term refugee house on our campus, pastoral counseling, regular Red Cross blood drives, neighborhood picnics and humanitarian events, Vacation Bible School, special guest speakers, concerts, and events, (we began -- and still lead -- the Ithaca MobilePack with Feed My Starving Children). These itinerate and diverse activities often apply to Ithacans beyond our normal means of communication, and the signage provides an important vehicle for communicating with citizens passing through on Honness lane. It also could serve as an emergency alert messenger (we recently had a tornado warning, and last year there was a reported shooter in the neighborhood). We also have served as a back-up emergency shelter for Belle Sherman. The current sign is antiquated, broken, and diﬃcult to change quickly and in various conditions. Because Trinity serves as a non-proﬁt organization, and our work goes beyond the basic congregational ministries, and applies to all sorts of needs and people, the unique aspect of our work and service is limited by the current signage. We have sought a solution through a simple, small and unobtrusive sized sign, which would not alter the character of the neighborhood. We also want to remain in good standing with the neighbors, and to simply inform, rather than distract. The sign we have selected employs a largely static sign, reﬂecting the architectural silhouette of our main building, along with the smallest possible LED insert, (the dynamic portion of the sign), simply to address the needs expressed above. We are also quite happy to operate the sign within the conﬁnes (time of display/lumens) of what the Town feels is appropriate. Use Variance Criteria Form ILLUSTRATIONS OF FINANCIAL EVIDENCE: - Bill of sale for the property, recent value of property, expenses for maintenance - Leases, rental agreements - Tax bills - Conversion cost (for a permitted use) - Realtor's statement of inability to rent/sell 1. Can the applicant realize a reasonable return, as shown by competent ﬁnancial evidence? (The lack of return must be substantial).* No Proof: Since we are a non-proﬁt, we believe this criterion does not directly apply to our work and ministry. We do admit that it is possible, that the recent closure of a 4 decade ministry (Preschool) was closed because of a ﬁnancial hardship, possibly related to the limited signage. ILLUSTRATIONS OF UNIQUENESS: - Topographic or physical features preventing development for permitted use. - Why would it be possible to construct the applicant's proposal and not any of the permitted uses? - Board member observations of the property and surrounding areas. 2. Is the alleged hardship relating to the property unique? (The hardship may not apply to a substantial portion of the zoning district or neighborhood).* Yes Proof: Many of the issues of this criterion were addressed in the description on the former page. A quick reiteration is that Trinity Lutheran Church and Afterschool has a variety of work, ministries, and unique events, which cannot be adequately covered through our present communication means. Our non-proﬁt work has both regular and special activity, which occur and/or change on a frequent basis. We host or assist all sorts of events and agencies in our environ. Various neighborhood groups meet here, we have served as a meeting place for the Ithaca Garden Club, cemetery associations, Ithaca Floor Hockey, and a convenient meeting location for the Town of Ithaca, (i.e.:voting site, road construction Q&A, bikeway planning). Many other congregations have used our facilities in acute need, and even now the Korean Church at Cornell uses our buildings, we hosted refugee group meetings and weddings, Ithaca College groups and community concerts; Cornell has also used our facility for overﬂow parking needs. The importance of informing the neighbors and community members and visitors passing through our neighborhood of these events, is of signiﬁcant beneﬁt to the people we serve in our congregation, our NYS licensed Afterschool, the neighbors, community, and really the world. The itinerate nature of some of these events, also indicates the need for quickly and clearly informing folks of speciﬁc resources of which we have some role to play in beneﬁtting the community. ILLUSTRATIVE NEIGHBORHOOD CHARACTER FACTORS: - Board members’ observations of neighborhood. - Expected eﬀect of proposal on neighborhood, for example, change in parking patterns, noise levels, lighting, traﬃc. 3. Will the requested use variance, if granted, alter the essential character of the neighborhood?* No Proof: Over the 60 years of ministry at the present location, Trinity has had various signs: a permanent monument sign, a large cross, our current wooden sign, and of course many temporary signs. The monument signs have been of diﬀerent materials: stone, cement, wood, plastic. They have been lit by both upcast and downcast exterior lighting. The current proposed sign employs all four of those materials used in the past, in a fashion which reﬂects an understated symmetry with our large main sanctuary. And the back-lit letters of the static portion of the sign are acceptable according to the town's sign-law. In communications with the town, we have emphasized that we want the neighbors to feel good about the sign and the way the proposed smaller LED insert would be used: (i.e. longer exposure of text, and a darkened screen in the later evening hours until sunrise). We are making every eﬀort to minimize the transition and impact to the neighborhood with the new proposed sign. SELF-CREATED FACTORS: - What were the permitted uses at the time the property was purchased by the applicant? - Were substantial sums spent on remodeling for a use not permitted by zoning? - Was the property received through inheritance, court order, divorce? 4. Has the alleged diﬃculty been self-created?* No Proof: The old sign is deteriorating because of time, and the former sign company is not in business. That, along with a growing diverse ministry and community requests, and more adaptable and acceptable technology are the main reasons for the proposal at this time. 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. Digital Signature* Robert M. Foote Aug 2, 2024 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 ZBAU-24-2 Appeal Packet.pdf Uploaded by Lori Kofoid on Aug 28, 2024 at 4:39 PM Planning Department Comments.pdf Uploaded by Marty Moseley on Sep 11, 2024 at 5:27 AM ZBAU-24-2 Appeal Packet.pdf Planning Department Comments.pdf 1 Lori Kofoid From:Town of Ithaca <noreply@opengov.com> Sent:Wednesday, July 31, 2024 3:18 PM To:Rob Foote Subject:Message received about 149 Honness Ln, Trinity Lutheran Church at Ithaca Town of Ithaca Marty Moseley commented on ZBA Variance is needed : Message: "Good afternoon, a use variance is required to be obtained in order for this sign to be approved. Section 270-249B, of Town of Ithaca Code, does not allow for an animated sign to be installed. "Animated signs and all electronic message centers (animated and nonanimated), including signs with blinking, flashing, strobe, chasing or alternating color lights or moving parts or messages." Please feel free to use this message as an official denial letter in the event that you wish to pursue a use variance. " Where: 149 Honness Ln, Trinity Lutheran Church at Ithaca Type: TOI - Sign Permit Application Number: SGN-24-10 View Details Trinity Lutheran Church and Afterschool - is a nonprofit organization which serves the neighborhood, the community, and indeed the world, through the manifold work that we do. We make our facilities available to the neighborhood for activities which we initiate to benefit our community, and also for neighbors themselves to use along with organizations for those same sort of beneficial and altruistic community work, and often simply for recreation. Our facilities serve the community by operating a New York State licensed Afterschool program. Both the work that we do as a Church and Afterschool, and the many community functions which occur here are both unique and dynamic in nature. Regular ministries and events are held as anticipated, but special events are sometimes only promoted through dynamic signage, where the sign serves as the optimal medium for communication. Itinerant larger events are also held here: food MobilePack events, neighborhood picnics, major speakers have spoken on world events, significant national music recitals have been held here. The church indeed serves the town by not only enabling town meetings to be held here, but also by supporting our schools with afterschool care, which in and of itself is unique and variable, (just this past year the school district changed their schedule several times only a day or two previous to a normally scheduled school day, and on a regular basis because of extreme weather conditions, school hours and afterschool hours change). Trinity has also served as an emergency shelter for a public school located near us. All of these rapid changes, would be made more effectively through the sign we are seeking. Trinity serves as a valuable resource to communicate these changes to neighbors and the community at large through our changeable sign. There are still exceptional circumstances, such as occurred this past year – authorities reported a shooter in the neighborhood, and occasional short-term road closures occur because of accidents or emergencies. Having quick access to change the sign would have helped in those situations. Because of the nature of our work, which is indeed unique: including a true collaboration between the benevolent ministries which we carry on because of our beliefs and priorities, a public place of service for the Afterschool program supporting the schools and families, a place of regular offerings of community events and service opportunities, and enabling individuals and agencies to utilize our facilities for their own purposes, we have a calling and purpose unlike others in the neighborhood. Trinity has made every effort to minimize the impact of the sign by keeping the illuminated and changeable portion of the sign as small as possible, embedded within the larger static sign. Since our founding, a sign has always existed in this general location. We are planning on also darkening the small interior lit portion of the sign for the evening hours, and would be using no animation or having frequent text transitions; when used transitions would also be quick between messages. In general, we would acquiesce to the desires of the town when it comes to the variable aspects of the sign. The sign will use natural stone in the base, a darkened background and back-lit letters for the fixed portion of the sign. As our current sign, the new sign would have year-round and seasonal plantings to beautify and naturalize the sign’s appearance. All of this is an effort to be unobtrusive to the neighbors, and sustain the present character of the neighborhood. New Church Sign Proposal Trinity Lutheran Church 149 Honness Lane, Ithaca •The Proposal: A New combination static sign with an inserted LED portion would give us greater flexibility, presentation quality, and ease of communicating Trinity events and ministry activity to the community •We also seek a school zone posting from the Town to slow traffic for ICSD busses and children walking, and cars entering/exiting to pick up or drop off students. •Location schematic & renderings follow in subsequent slides The following 2 sign company designs/bids fall w/in the size permitted by the Town of Ithaca •The 2 Sign Companies are Daktronics (NY/SD) & Signs Plus (FL) •NOTE: Both Companies recommended larger signs overall, and larger LED portions of the sign •We have gone with a small design (for 24’ sq. ft. req. & to “not alter the essential character of the neighborhood”) •TECHNICAL NOTE: LED signs come in various levels of detail, Trinity is requesting 6mm LED lights, which are the most detailed available and aesthetically pleasing •The signs are very similar in design: Daktronics has a larger LED display because LED panels are in different sizes Daktronics rendering Daktronics LED panel would be 1’ 9” x 5’1” wide Foundation and Pedestal bid: •Here is your quote for the work that we discussed. This quote includes material, delivery, installation of the new stone sub -base. This quote is based on the plans provided (Compacted loose stone sub base 10in x 14in x 81in, cement block base 14in x 26in x 81in, stone faced base 22in x 14in x 26in with a 2in x 83in x 14in drip edge). The scope of work includes; Furnish and install a sub-base and base for the new sign; a. Excavate 81in x 14in x 36in deep (Haul-off site and dispose)b. Prep for sub-base and compact.c. Furnish and install heavy grade geo-textile fabricd. Furnish and install approximately .5 tons of stone material (crusher-run stone mix) for the 10in sub base and compact.e. Pour aprox .5 yards of cement for base. Set rebar for cinder block sign base.f. Install the cinder block base with mortar. If needed fill every other cinder block with concrete.g. Face the cinder block base with bluestone veneer fronts and corners. h. Furnish and install the 2 piece drip edge. Special Note** -Hauling material off site is included in this estimate-Upstate Land FIX will provide equipment, materials and supplies to complete the above said installations.-Any adjustments to the scope of work above will be discussed, agreed upon, and billed separately. Insurance:General business liability insurance policy. Certificate available upon request. Payment Structure:10% down payment to reserve a date.50% at the start of the job.Remainder due at the end of the job. Blue stone face above, ground, in front of block Stone top with 2 piece drip edge Second choice sign company with smaller LED would also have the coloring of the background and lettering switched from this diagram a DF -02 7 6 6 DAKTRONICS.COM 201 Daktronics Drive PO Box 5128 Brookings, South Dakota 57006-5128 T 800-325-8766 605-692-0200 F 605-697-4700 signagelegislation@daktronics.com September 23, 2024 Re: Digital Signage Manufacturer’s Brightness Certification Sign Type: Galaxy GS6-40x100-15.85-A-SF Installation Site: 149 Honness Lane, Town of Ithaca, New York To Whom It May Concern: The following information pertains to the above-referenced display, manufactured by Daktronics, Inc. 1. The display comes equipped with the ability to hold messages static for a set time period. The display software also contains “no flash” and “no effects” controls that prevent the appearance of flashing, animation, or movement of any kind. 2. The display, like all Daktronics displays, is equipped with a light-sensor (photocell) that detects ambient light levels and adjusts the display intensity automatically according to natural ambient light conditions. An electronic message center communicates its messages by emitting light. It therefore must not be too dim during bright daylight as the message would be washed out by the ambient light; nor should it be too bright, or the image would be distorted and difficult to read or cause a glare. Daktronics display has up to two hundred fifty-six levels of dimming available ensuring the display is never too bright or dim for the lighting conditions. 3. The display can be set to turn on and off automatically to comply with the Town of Ithaca Sign regulations as noted and be turned off between the hours of 9:00 p.m. and 5:00 a.m. Please note that the end user is responsible to work with Daktronics upon installation to program the required brightness settings. Daktronics, Inc. is the world leader in the design and manufacture of electronic display systems. We are committed to providing LED displays that adhere to the regulatory environment, working closely with our customers for a responsible approach to the market. Please let me know if you have any questions or concerns. Sincerely, Jan Mandel DAKTRONICS, INC. 1 Lori Kofoid From:Taryn Mattice <taryn.mattice@gmail.com> Sent:Wednesday, September 18, 2024 12:50 PM To:Lori Kofoid Subject:Trinity Church Electronic signage Follow Up Flag:Follow up Flag Status:Flagged **WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department We are residents in the neighborhood of Trinity Lutheran Church. While we understand a church's desire to advertise its location, we very much hope the Town of Ithaca will reject the church's request for relief from the rules for limited signs and displays. We walk Honness road almost daily, often on our way to the East Hill rec trail. The church currently has attractive signage, and is well known to those who live in the neighborhood. Honness is not a major road, it is a residential community without other large or illuminated business signs.and we do not believe it is a street which sees a lot of vehicle traffic from those who do not frequent the neighborhood. We don't think enhanced signage will reach members of the wider Ithaca community which is likely who the church would hope to attract.. Moreover, we see these electronic signs in communities where we travel, and believe them to be a source of light pollution, distracting and garish. On a beautiful night walking towards the sunset, we would be sad to see that sort of electronic signage standing out in the neighborhood. Terry and Taryn Mattice 136 Pine Tree Rd Ithaca, NY 14850 1 Lori Kofoid From:Jeff Zorn <jrz3@cornell.edu> Sent:Friday, September 20, 2024 1:11 PM To:Lori Kofoid Subject:ZBAU-24-2 **WARNING** This email comes from an outside source. Please verify the from address, any URL links, and/or attachments. Any questions please contact the IT department Hi, This email is in regards to ZBAU-24-2 and the proposed sign installation. I live on the corner of Pine Free and Honness across the street from the Lutheran church. I have no problems with the proposed sign. The church has been a good neighbor over the last quarter century and I feel like they should be able to put in the sign. Sincerely, Je PS: Please let me know if this email has been received. Jeff Zorn 202 Pine Tree Rd. Ithaca, NY 14850 C: 607-339-7328 E: jrz3@cornell.edu 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. September 18, 2024 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: Use Variance for proposed digital sign located at 149 Honness Lane, Tax Parcel #58.-2-4, Trinity Lutheran Church at Ithaca, Owner; Rob Foote, Applicant. Dear Ms. 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, Katherine Borgella, AICP Commissioner of Planning and Sustainability 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 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:__________________________________