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HomeMy WebLinkAboutZBAS-24-1 Packet 272 Enfield Falls RdTown 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 STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE ELECTR. PANELSTAFF LOUNGE MECH.2-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYBATHROOMS 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 SCHEDULE2 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 FINISH PLAN AND SCHEDULE AS NOTED F100ND LETTER 1 of 2 Town of Ithaca Department of Code Enforcement 215 N. Tioga St Ithaca NY 14850 Re: THE LEARNING KITCHEN for Khuba International at 272 Enfield Falls Rd, Ithaca, NY 14850 December 1, 2023 REVISED October 10, 2024 To Whom It May Concern, The property at 272 Enfield Falls Rd is located at a significant disadvantage when it comes to the availability of the municipal water and sewer (see attachment A, map), and therefore this is to request an exemption to §225-3 “New Buildings Required to Have Sprinkler System” of the Town Building Code for the Learning Kitchen project. Specifically, the installation of a sprinkler system will cause significant financial and environmental hardship for the non-for-profit Khuba International, the Owner at 272 Enfield Falls Rd. It will require either trenching and installing water pipe approximately 3000 feet to the nearest municipal water main across very steep terrain (and several neighbors’ property) at an approximate cost of 1.5 Million USD (see attachment B, estimate from Micron Construction) or an installation of a sizeable (32ft diameter, 30ft tall)1 exterior holding tank to support the required water flow, at cost of 216,216USD for the tank (see attachment C, quote from One Clarion) and another 416,000 USD for installation and foundations for such tank, a 632,216. Both options either exceed or are nearly equal to the budget (see attachment C1, preliminary budget) of the building itself and require massive disruption of soil throughout the site. The building design is such that it is a single level structure, partially earth sheltered, primarily of concrete and steel (concrete floor and rating walls and steel structure supporting green roof – see attachment D, finish plan), in which multiple direct level exits to grade are available from every room/area and exceed the egress requirement of the 2020 New York Fire and Building Codes (see attachment E, Egress Diagram). Also worth noting that per NYFP 20202 sprinklers would not be required in this building (see attachment F, code analysis). We are also providing smoke and CO2 detectors throughout, wired into the Fire Alarm system as well as fire extinguishers (see attachment G, CO2/smoke detectors and fire extinguishers). Finally, the kitchen hood is equipped with its own fire suppression system (see attachment H, specification sheets). Part of the building proposal is a wood-fired pizza oven to be located on the east façade of the building. Given that these structures require work of specialty masons, and that this oven is not part of the current budget, the building will be constructed in such a manner where the oven 1 to contain 180,000 gallons of water sustaining required flow per Table B105.1(2) of 2020 Fire Code of NYS, Appendix B – 1500 gallons/minute for 2 hours PROJECT NARRATIVE 2 of 2 www.mergold.work can be an optional addition, separately from the building construction, at a later date. In preparation all surrounding walls and floors are to be of non-combustible materials. As such we are confident that the building – the combination of its design and equipment provided as described – will be as safe as an equivalent structure equipped with a sprinkler throughout. Thank you for your consideration. Aleksandr Mergold, AIA Registered Architect, NYS #030243 APP R O X . 3 2 0 0 ' WATER MAP, TOWN OF ITHACA WEBSITE https://townithacany.gov/town-county-maps/ DETAIL OF THE WATER MAP OF THE TOWN OF ITHACA SHOWING 272 ENFIELD FALLS RD / THE LEARNING KITCHEN WITH OPTIONS SHOWING HOW TO PROVIDE REQUIRED WATER SUPPLY FOR A FULLY SPRINKLERED PROPOSED BUILDING AREA OF DETAIL RT 327 / ENFIELD FALLS RD AREA WITH MUNICIPAL WATER SUPPLY AREA WITH MUNICIPAL WATER SUPPLY APPROX. PROPERTY LINE OF 272 ENFIELD FALLS RD KHUBA INTERNATIONAL / THE LEARNING FARM OPTION 2 ISNATLL 32’ DIAMETER, 30FT TALL WATER TANK / 804.2 SF WOULD BE NEEDED TO PROVIDE REQUIRED WATERFLOW FOR FULLY- SPRINKLERED BUILDING EXISTING GORGE N OPTION 1 TRENCH APPROX. DISTANCE TO THE NEAREST CONNECTION IN THE AREA WITH MUNICIPAL WATER SUPPLY (TRENCH MIN. 48” DEEP WOULD BE REQUIRED) NOTE: PER BOLTON POINT, NEAREST WATER MAIN CONNECTION IS APPROX. 3200’ AWAY EXISTING STRUCTURES ON SITE PROPOSED LEARNING KITCHEN / 3080 SF A ESTIMATE Micron construction 14 connecticut hill rd Newfield, NY 14867 micron338@gmail.com +1 (607) 379-1680 Bill to the learning farm 272 enfield falls rd ithaca, ny 14850 Ship to the learning farm 272 enfield falls rd ithaca, ny 14850 Estimate details Estimate no.: 1024 Estimate date: 10/02/2024 #Date Product or service Description Qty Rate Amount 1.Sales Install 190,600 gallon water tank to manufactures specs. install water tank base (soil samples required for base design). water hookup to building and 3phase power installation for tank heater not included. 1 $416,000.00 $416,000.00 2.Sales Install approximately 3200 feet of 8in ductal iron water main and hydrants per future design along state route 327. $1,500,000.00 Total $1,916,000.00 Accepted date Accepted by B ALEX MERGOLD - ROM Quote - Project: Ithaca, NY - 30.77’ Diameter X 34.27’ Height, Nominal 190,600 U.S. Gallons mergold.work ALEX MERGOLD am@mergold.work 607-821-0811 Reference: 20240927-085753612 Quote created: September 27, 2024 Quote expires: October 27, 2024 Portable Tank Group, Inc DBA One Clarion 1515 U.S. Hwy. 1 Sebastian, FL 32958 USA Mark Wilkie Sales markw@oneclarion.com +18634172449 Total $216,216.00 C Products & Services ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE Tanks - Steel Bolted Panel - 30.77’ Diameter X 34.27’ Height Tanks - Steel Bolted Panel 190,600 U.S. Gallons Project: Ithaca, NY Quantity (1) Thermosetting Fusion Bonded Epoxy Coated Bolted Tank This is in response to your in‐ quiry; we are pleased to offer the following price quote for your consideration. SCOPE OF WORK • Furnish all materials for the following thermosetting fusion bonded powder coated epoxy bolted tank approximately 30.77’ Diameter X 34.27’ Height, giving a nominal ca‐ pacity of approximately 190,600 U.S. Gallons and giving a usable capacity of approxi‐ mately 182,200 U.S. Gallons, with 12” Freeboard • Furnish all materials for an epoxy coated steel floor. • Furnish all materials for an Epoxy Coated steel deck with 2:12 slope without center col‐ umns • Furnish all materials for erec‐ tion (Non-Union/ Non- Prevailing Wages) • The exterior tank color can be chosen from five standard col‐ ors with an interior color of standard white. Other cus‐ tomer requested exterior color can be matched if customer can provide paint spec. and / or color chip 1 $185,800.00 $185,800.00 ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE • AST Storage will use a combi‐ nation of Manus Bond 75-AM sealant and EPDM gasket for panel connections, depending on product stored and environ‐ mental conditions • Foundation not by One Clarion. Customer provided. TANK DESIGN • Storage of: Fire Protection Water • Risk Category: IV • Importance Factor: 1.5 / Soil Profile D • Designed to AWWA D103-19 NFPA-22 • Wind Conditions: 120 MPH (Per ASCE7-10) • Roof Snow Load: 35 psf • Basic Seismic Parameters: Ss: 0.126 - S1: 0.056 • Specific Gravity 1.0 • Customer to verify that codes & loads quoted are suitable for location COATING We have quoted our standard interior coating system Standard DuraCoat powder coating. There are five exterior topcoat colors available. All in‐ terior / exterior powder coat‐ ings are thermally bonded at factory, using SSPC-PA-2 Specification with Blasted Profile of SSPC-SP10. Thicknesses of coatings are as follows: interior surfaces: 5 mils avg; exterior primer: 3-5 mils avg; exterior topcoat 2-3 mils avg. We have quoted our stan‐ dard 1-year warranty. FITTINGS AND ACCESSORIES ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE • (1) Epoxy coated Safety Yellow Standard exterior ladder with OSHA approved fall arrest pro‐ tection, composed of carbon steel • (1) Epoxy coated Safety Yellow standard climb prevention door, composed of carbon steel • (1) Epoxy coated Standard in‐ terior ladder with OSHA ap‐ proved fall arrest protection, composed of carbon steel. • (1) Epoxy coated weir cone, composed of carbon steel • (1) Epoxy coated 6” overflow, composed of carbon steel • (1) Epoxy coated 4” drain flange, composed of carbon steel • (1) Epoxy coated 6” Suction flange with anti-vortex, com‐ posed of carbon steel • (1) 4” Inlet piping up sidewall with top elbow, composed of PVC • (2) Epoxy coated 24” manway in first ring, composed of car‐ bon steel • (1) Epoxy coated 24” sq. deck manway, composed of carbon steel • (1) Standard 20” Mushroom vent • (1) Standard liquid level indi‐ cator • (2) Standard high/low level switches • (1) Standard temperature switch • (2) Standard grounding lugs (wiring and cable not included) • Full Perimeter Epoxy coated Safety Yellow guardrail, com‐ posed of carbon steel • Touch-up epoxy ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE • Anchor bolts as required (Material and Engineering only) • Asphalt fiber board as re‐ quired Specific exceptions to project specifications are listed below. 1. Pricing does not include ad‐ ditional work required by un‐ foreseen conditions or obstructions i.e. private or pub‐ lic pipes, appliances, wires etc. 2. Customer shall provide wa‐ ter to completely fill the tank for hydro test 3. Owner shall furnish water quality test. Disinfections if re‐ quired shall be the responsibility of others. 4. Any items or specifications not specifically mentioned are not part of this project. 5. Erection bid as open work hours 7 days per week 6. Customer to provide labor and equipment to unload truck 7. If there are any conflicts be‐ tween our quotation and your requirements or the plans and specifications, our quotation shall govern. 8. Unless stated, One Clarion has quoted our standard de‐ sign, coating and accessories (Ladder, Handrail, Flanges, Manways…..). 9. Erector must do an inven‐ tory of each tank within 5 days of delivery and send signed ship list to project man‐ ager; any shortages or missing parts will be the responsibility of the contractor afterwards and may be billed ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE to erector. OPTIONS: 2” Polyisocyanurate Insulation Material……………………$39,991.00 2” Polyisocyanurate Insulation Freight (NO INSTALL)...…… $5913.00 ** Immersion Heater (480V/ 3 Phase)……………..……………$9,750.00 (no control panel, no electrical - provided by others) Standard Shallow Style Foundation Design (GeoTech Report by Others) – ADD $4,800.00 (Deep Style Foundation Design cost is contingent on require‐ ments in Geotech Report) ** Not currently installing insu‐ lation in NY State at this time. Performed by customer. *** Taxes not included *** SCHEDULE Submittals: 2 weeks after re‐ ceipt of PO Fabrication: 20 weeks AFTER receipt of final approval drawings ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE _Freight Estimated freight - PLEASE CONFIRM SHIP TO ADDRESS. Estimated Shipping Weight 49,000# (excludes optional in‐ sulation under options) A $850.00 loading fee (per truckload) will be applied if shipping arrangements are made by others. One Clarion takes pride in se‐ lecting reputable freight carri‐ ers, however, items may get damaged during the delivery process; *** NOTE: YOU (CUSTOMER) are RESPONSIBLE FOR INSPECTING THE GOODS DELIVERED FOR DAMAGES UPON ARRIVAL. IF THERE ARE DAMAGES the Bill of Lading/Shipping documents must be notated with the type and location of the damages. RETAIN a copy of the docu‐ ments with notes. The freight insurance will NOT cover the damages and will be for the account of the buyer/receiver/customer. We suggest taking pictures to doc‐ ument the damages. Scuffs and scratches are nor‐ mal. Supply conditions and policies can be found here https://clarionmunicipal.com/p olicies.html "Inspection and Acceptance" All freight quotes are provided as a courtesy to customers to 1 $14,400.00 $14,400.00 ITEM NAME DESCRIPTION QUANTITY PRICE NET PRICE facilitate their orders. When provided, freight rates are based on good faith estimates and may be subject to change if the shipment is different from that originally advised. Any additional out of pocket expenses will be billed at cost. May not include the following as applicable; Job Site delivery, Residential Delivery, Pre- Delivery Phone Calls, Liftgates, COD, Duties & Taxes, Custom Clearance Fees, L/C costs, Legalization of Documents, Insurance, etc. You will need a loading ramp/dock/forklift/means to offload the materials/equipment once it arrives. The equipment/materials arrive on commercial carriers to ensure that we provide the very best delivery rates. Please plan ahead to avoid delays and po‐ tential charges. Should you need assistance or alternative delivery method discuss at time of placing your order. PLEASE NOTE: We will do our best to meet delivery dead‐ lines, but delivery dates can not be guaranteed. SUBTOTALS One-time subtotal $200,200.00 EStimated Sales Tax 8% Ithaca NY $16,016.00 8% tax Total $216,216.00 Steel Bolted Storage Tanks provide a cost-effective and tailored solution for fire water storage needs. Ideal for municipalities, industrial, and commercial projects, our tanks are fully customizable to suit specific fire safety requirements and locations. Crafted from durable steel, these tanks are specifically designed for storing water dedicated to fire suppression. Certified under AWWA D103-09 and NFPA22 compliance, they ensure compliance with fire safety regulations, offering the strength and durability necessary for reliable, long-term fire water storage. Constructed from lightweight, powder-coated, bolted steel panels, our tanks are efficiently assembled onsite, guaranteeing seamless integration into your fire protection infrastructure. https://oneclarion.com/steel-bolted-water-tanks-nfpa PAYMENT TERMS NOTE: Our prices are firm for 15 days from date of this proposal Our invoices are due as follows: • 50% down payment due upon receipt of order – due upon receipt • 50% with shipment All invoices are payable in full and due upon payment terms. All unpaid invoices will be assessed a finance charge of 1.5% per month on all past due invoices. NOTES 1. Un-Stamped submittals and engineered calculations will be provided. Three (3) sets of drawings are provided for each size tank, additional sets may be purchased for an additional charge. Three (3) sets of stamped final drawings will be provided after approval. (3) Sets of operational manuals provided. 2. No spare parts required. 3. Received addendums: 0 4. We have not included any state or local taxes and / or use tax. If any taxes are required, the cost will be added to the final invoice. 5. Any items or services not specifically mentioned in this quotation are to be provided by others. 6. One Clarion, Seller will supply foundation loads if needed. 7. Top of foundation to be no more than 18” above grade. 8. Buyer is responsible to assure foundation is level and within tolerance. 9. Minimum of 5’ clearance required around entire tank for erection. 10. Customer to provide dumpster at erection site for disposal of crating materials. 11. Steel Price Increases. If the price of steel increases more than ten percent (10%) between Seller’s acceptance of Buyer’s order and commencement of fabrication of Buyer’s tank, the Buyer agrees to pay a surcharge equal to the increased price of steel used in Buyer’s tank. Field Installation Clarifications 1. General Clarifications: a. Installation to be performed by a certified One Clarion, Seller subcontractor. b. A continuous installation operation is required for timely completion of a finished and usable tank. Seller, Installer, Manufacturer request the customer be proactive in eliminating the need for lost time. c. Non-Union installation bids are based on open work hours, from sunup to sun down, seven days per week. d. Prevailing wage installation is based on five days per week, 8 hours per day. Monday -Friday 7:00 am to 5:30 pm. e. Labor prices are based on favorable weather conditions for continuous erection services (summer months). Increased cost applies during spring, fall and winter months (October – April) f. Grout is NOT included in scope of work, unless specifically called out in proposal. g. Installation of Anchor bolts is NOT included, unless specifically called out in proposal. h. Buyer is responsible to provide Buyers Risk insurance to cover loss by fire, weather, removal, an all - extended coverage perils, theft, vandalism, malicious mischief, negligence and any other insurance which buyer deems necessary. Erector to provide protection to cover any tools or rental equipment on jobsite. Buyer is responsible to prevent theft from jobsite. 2. Safety Clarifications. a. Manufacturer Subcontractors will operate within the rules and regulations of the Occupational Safety and Health Administration (OSHA). If more stringent Federal, State and local safety standards apply. b. If more stringent Federal, State or local safety standards are required, it is buyer’s responsibility to inform One Clarion, Seller, if new safety standards increase the cost of the labor, buyer responsible for any additional charges. c. Onsite safety orientation, not to exceed one hour is included. If additional safety orientation or safety classes is required, buyer responsible for any additional charges. 3. Final Acceptance Clarifications a. Dry Bulk Silos: i. If water spray test is required, buyer responsible for sufficient water supply, hoses, pump and water disposal. 1 – 1 ½” Fire hose with fog nozzle, 30-50 psi water pressure, and 40-60 GPM water volume is required for exterior spray test. b. Liquid Storage Tanks: i. Customer responsible for Hydro-Test. Disinfection is not included. If a leak is disclosed during initial fill, alert One Clarion, Seller and a field service technician will be dispatched immediately. IF YOU REQUIRE WATER ASK US PRIOR TO THE TANK INSTALLATION AS WE HAVE CONTRACTORS THAT SERVICE MOST OF THE USA THAT CAN PROVIDE THIS SERVICE. 4. Jobsite Clarifications: a. Pictures of completed foundation showing 0 – 90 – 180 -270, marked on the foundation to be sent to One Clarion / Installer project manager, no later than 1 week prior to crew mobilizing, additional charges and/ or remobilization charges may apply should inaccuracies or deficiencies in foundation work, performed by others, cause lost time. b. Job site access, service roads, and adjacent area must be suitable to support continuous erection, under all typical or expected weather. Jobsite shall be kept clear of obstruction and provide sufficient clear space, be paved with compacted gravel and be able to support all lifting equipment (cranes, man lifts, etc.) and ensure no standing water is retained is work area. c. If a temporary foundation pad is required to facilitate tank erection, the pad shall have the following: be capable of supporting the maximum weight of the finished tank, be within 1% of true level, and be at least 2 feet larger that the completed diameter. The customer is responsible for engineering calculations and certifications unless otherwise agreed. d. Level compacted and maneuverable terrain to and around work area. Free and clear access 360 degrees around tank required, with at least 6’ minimum clearance. If 360 degree access is not available, and undisclosed during bidding process, additional charges may be applied. e. Top of foundation bust be within 18” of grade unless otherwise noted in our proposal. f. Buyer is responsible to assure foundation is level and within tolerance. 5. Material Handling Clarifications a. Customer is responsible for material offloading at jobsite. Manufacturer recommends the use of an all – terrain reach forklift, as all pallets and crates weight 10,000# or less. Material to be staged within 150’ of foundation. Typical lay-down area is 100’ X 100’. 6. Facility and Service Clarifications a. Customer responsible for providing dumpster and hauling off the contents at the completion of erection. Terms and Conditions of Sale 7. Price Quotation, Offer, and Acceptance. One Clarion, Seller(Seller) has provided a non-binding price quotation to Buyer. Buyer may choose to order goods from Seller. Seller shall be deemed to have accepted Buyer’s order upon the earliest of (a) written confirmation, or (b) commencement of performance by Seller. If Seller accepts an offer from Buyer, these terms and conditions shall apply and become a part of the contract between Seller and Buyer, and the contract shall be deemed accepted and made in Jay, Oklahoma. Seller hereby expressly rejects any different or additional terms which accompany Buyer’s offer, including pre -printed terms on Buyer’s purchase order, or any other Buyer provided documentation. 8. Steel Price Increases. If the price of steel increases more than ten percent (10%) between Seller ’s acceptance of Buyer’s order and commencement of fabrication of Buyer’s tank, the Buyer agrees to pay a surcharge equal to the increased price of steel used in Buyer’s tank. For these purposes, the Steel Price Index for Plate Steel as published at www.crugroup.com shall be used to determine the surcharge amount. 9. Delivery. Unless otherwise stated on the face hereof, the price and delivery of all goods, are FOB Seller manufacturers factory, Jay, Oklahoma. Buyer shall be solely responsible for all freight charges. Title to the goods and risk of loss shall pass to Buyer when the goods are duly delivered to common carrier at Seller’s factory. Processing freight claims or loss claims is the Buyer’s sole responsibility. 10. Manufacturers Limited Warranty. Manufacturer warrants the goods against defects in workmanship and materials under normal and proper use and operating conditions for a period of twelve (12) months from the Completion Date. One Clarion/ Portable Tank Group are not the manufacturers of the supplied equipment. THIS WARRANTY IS EXCLUSIVE, AND THERE ARE NO UNDERSTANDINGS, AGREEMENTS, REPRESENTATION OR WARRANTIES, EITHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE RESPECTING THE GOODS OTHER THAN OR DIFFERENT FROM THE MANUFACTURER’S LIMITED WARRANTY. Manufacturer’s / Sellers Limited Warranty is subject to the following limitations and conditions. (a) Manufacturer’s  / Seller’s Limited Warranty shall become void and terminate if, during the twelve -month period, Buyer (i) transfers its ownership or use of goods to another person, or (ii) puts goods to uses or operates them under conditions, including without limitation the storage of materials of different composition, maximum bulk densities or flow characteristics, different from those represented to Manufacturer prior to date of shipment. (b) Manufacturer’s / Seller Limited Warranty shall become void and terminate if Buyer makes repairs or alterations to goods without obtaining Manufacturer’s prior written approval. Seller / Manufacturer shall not be responsible for defects in erection work performed by persons or contractors other than Manufacturer’s c) Manufacturer’s / Seller’s Limited Warranty does not include (i) corrosion or erosion of goods caused by or resulting from acids, chemicals or other caustic substances and (ii) the suitability of any material or part selected by Buyer for use with goods. (d) On all materials or parts purchased by Manufacturer from vendors, Manufacturer’s Limited Warranty shall not extend in duration or effect beyond terms and conditions of warranty given to Manufacturer’s / Seller by such vendors, and then only to the extent that Manufacturer’s / Seller is able to enforce such warranties in appropriate legal proceedings. (e) Manufacturer’s / Seller’s Limited Warranty shall not apply to any previously used or secondhand parts and materials. (f) Structural design and operating performance is subject to the correctness of design and operating conditions provided by Buyer, the correctness of interfacing work, material or services to be provided by Buyer, such as foundations, and the correct maintenance and use of goods supplied by Manufacturer’s / Seller so that inordinate or abnormal pressures or weight are not applied to the structure. Buyer shall also have sole responsibility for determining whether its plans or specifications meet applicable local requirements. (g) Manufacturer’s  / Seller’s Limited Warranty does not cover routine maintenance. Manufacturer’s / Seller’s Limited Warranty shall become void and terminate if any good is misused, neglected, damaged after delivery thereof to buyer or if it is not properly maintained. (h) No person, firm or corporation is authorized to make any representation or to incur any obligation in the name or on behalf of Seller except as stated herein. 11. Limitation of Remedies. This warranty is in lieu of any other obligation, liability, right or claim, whether in contract or in tort, including claims for loss of use of any structure or product within any structure, and further including any claims or rights arising from negligence on the part of Seller. Seller’s liability shall in no case exceed the price paid for the good which gives rise to the claim. In the event of any failure of goods to perform as warranted, Seller will, at Seller’s sole option, replace or repair goods, or any component thereof, at no charge to Buyer. Manufacturer’s / Seller shall also bear the reasonable cost for labor in connection with the repair or replacement. Any Good repaired or replaced will be entitled to warranty for the remainder of the original warranty period. The liability of Manufacturer’s / Seller is expressly limited to these remedial measures, and it is understood and agreed that the purchase price stated herein for goods is based upon Manufacturer’s / Seller’s Limited Warranty and the Limitation of Remedies set out herein. In no event shall Manufacturer’s /Seller be responsible for any INCIDENTAL, PUNITIVE OR CONSEQUENTIAL DAMAGES. Buyer shall provide written notice to Seller of any claim within fourteen (14) days of Buyer ’s knowledge of such claim. Buyer shall cooperate with Manufacturer / Seller and allow Manufacturer / Seller access to Buyer’s property to inspect the claimed defect and repair any goods or component thereof sold by Seller to Buyer. Manufacturer / Seller shall be granted permission to perform such work with its own service personnel under nonunion conditions, and in no event shall Buyer be entitled to effectuate any repair or replacement and seek to backcharge  Manufacturer / Seller. 12. Method of Shipment and Freight Charges. Buyer shall be solely responsible for all shipment and freight charges incurred for delivering the goods from Seller’s factory in Jay, Oklahoma, to Buyer’s project site. 13. Force Majeure. Seller shall not be liable for damages resulting from any delay or failure to deliver the goods, or otherwise perform under this Offer, due to circumstances beyond its control and not occasioned by its fault or negligence, including but not being limited to, any act of government, shortage or inability to obtain materials, failure of vendors, strikes, labor disputes, civil commotion, acts of God, or other occurrences rendering Manufacturer’s / Seller’s performance commercially impracticable, regardless of whether such occurrences are foreseeable. In the event of a production shortage, Seller shall have the right to allocate its available goods among its customers in such a manner as Seller shall desire. 14. Invoice, Hold, and Storage Fees. Seller shall notify Buyer when the goods are ready for shipment. If Buyer is unable to take immediate delivery of the completed goods, Buyer shall immediately pay the final invoice for the completed goods. Upon final payment, Buyer may store the complete d goods at Seller’s manufacturing facility for up to sixty (30) days without incurring storage fees. Buyer shall be responsible for storage fees of completed goods at the rate of $750/week. Such fees apply to any storage of completed goods (a) before final payment is received, and (b) more than 60 days after final payment is received. 15. Terms of Payment. Subject to satisfactory credit approval, as set forth in paragraph 11, the following payment terms apply: 16. DOMESTIC SALES 50% with order 50% with shipment of goods. All invoices are payable in full and due upon payment terms. All unpaid invoices will be assessed a finance charge of 1.5% per month on all past due invoices. Any payment not made when due shall accrue a finance charge of 1.5% per month. To the extent Seller retains an attorney to collect any sums due and owing, Buyer shall be responsible for the attorney fees, costs, and arbitration fees associated with collection of past due amounts. Note: Freight invoices are due upon receipt of invoice. A late charge of 1.5% per month will be charged on invoices not paid at maturity. Note: Any back charge will NOT be accepted unless agreed upon by both the manufacturer and contractor Any payment not made when due shall accrue a finance charge of 1.5% per month. To the extent Seller retains an attorney to collect any sums due and owing, Buyer shall be responsible for the attorney fees, costs, and arbitration fees associated with collection of past due amounts. Note: Freight invoices are due upon receipt of invoice. A late charge of 1.5% per month will be charged on invoices not paid at maturity. INTERNATIONAL SALES Payment - 50% with order 50% with shipment of goods. 17. Credit Approval. Seller ’s acceptance of Buyer’s offer to purchase is subject to (a) execution by Buyer of such additional contract documents, security agreements, notes or other instruments as Seller shall deem necessary or desirable and (b) Seller’s review and acceptance of the financial condition of Buyer. If the financial condition of Buyer at any time does not in the sole judgment of Seller, justify continuance of shipment under the terms hereof, Seller reserves the right to ship under reservation, or to require full payment before shipment, delivery or erection. 18. Security Interest. To secure payment for goods, Buyer grants to Seller a security interest in the goods and agrees that Seller shall have the rights and remedies of a secured party under the Uniform Commercial Code. Buyer designates Seller as its attorney-in-fact to execute any financing statements on behalf of Buyer necessary to perfect such security interest. 19. Taxes. Buyer is solely responsible for all sales, excise or similar taxes levied by government authority, either foreign or domestic, and the quoted price does not include any taxes. 20. Additional Work and Inspection. No extra labor, materials or parts will be furnished under this Offer, unless it has been ordered by Buyer on Seller’s sales order form, and the prices and terms of sales are approved by Seller. Seller may at its option subcontract labor, material and parts without Buyer’s consent. Unless otherwise agreed to, Seller shall not be responsible for unpacking, storage, field assembly of goods, or construction of foundations. Furthermore, Seller shall not be responsible for the choice of use or linings, sealants, and gasket materials not sold hereunder; or the installation, attachment, or connection of piping, conveying and ventilating equipment, or other attachment of accessories or components not sold hereunder. 21. Cancellation, etc. Buyer’s cancellation of any order is required to be in writing, and Buyer is subject to pay a cancellation fee equal to 25% of the total purchase price plus all non-recoverable costs and expenses. 22. Choice of Law; Jurisdiction and Venue. The rights and obligations of the parties shall be governed by the domestic laws of the State of Oklahoma without regard to its conflict of law rules or the United Nations Convention for the International Sale of Goods. Any claims, legal proceedings, or litigation between the parties shall be brought exclusively in the District Court in and for Delaware County, Oklahoma, and Buyer expressly consents to the jurisdiction and venue of such courts and agrees that any such claim, legal proceedings, or litigation shall not be removed to federal court. 23. Entire Agreement. These terms and conditions, coupled with Buyer’s offer to purchase and Seller ’s acceptance of the offer contains the entire agreement between Seller and Buyer, and no modification of this agreement shall be binding upon Seller unless evidenced by a written agreement. No oral or written statements by Seller’s sales representatives, or other agents, shall modify or vary the express terms hereof unless evidenced by an agreement in writing signed by the Seller. To the extent any advertising or promotional material of Seller, purchase order terms and conditions offered by Buyer, or any other written document varies the terms hereof, Seller and Buyer agree that the terms hereof shall control. The Buyer and Seller further agree that such advertising and/or promotional materials, purchase order terms and conditions offered by Buyer, or any other written document are not part of the agreement between Seller and Buyer. 24. Confidentiality of Proposal. All terms and conditions of this quotation shall be held in strict confidentiality by the Buyer and shall not be divulged by the Buyer to any other person or entity without the express prior written approval of Seller. Payment for all orders must be made prior to shipping unless particularly agreed to in writing. Payment may be made to One Clarion via credit card, ACH, Terms for approved accounts, check or E-check (drawn on a domestic bank only), wire transfers, or by irrevocable letter of credit drawn on a U.S. bank and subject to One Clarion sanction of the terms of the letter of credit. All payments are to be made in U.S. Dollars. Checks presented as mailed and faxed shall be authorization for One Clarion to initiate either an electronic debit or to create and process a demand draft against purchasing party's bank account, in the amount of check, on or after the hard copy is not received as promised. All fees associated are the responsibility of the Purchasing Party. *Credit terms are available to existing approved customers only. **We will reference your PO number but will not be subject to your terms and conditions. Should your purchase terms be different from our quote, we reserve the right to adjust the pricing accordingly. ***Buyers are responsible for sales tax as applicable by Federal, State, and Local law. If taxes are not reflected, please let us know what rate you are responsible for in order to collect at the time of purchase to avoid finance charges and having to collect after the sale. ****A 1.5% Finance Charge will be added every week if payment is more than 30 days late. The complete list of One Clarion's Terms & Conditions apply https://www.clarionmunicipal.com/policies.html Aleksandr Mergold, AIA BUDGET ESTIMATE 1 Learning Kicthen - Estimated Prelimary Budget Issued May 30, 2024 Revised 06/05/24 ls $95,000 Excavation Forming Pour Steel Fabrication 1 ls $30,000 (5) W14X38 beams, (10) HSS 5X5X1/4 columns, (7) 3"Ø X 1/4 trellis pipe columns Steel Erection 1 ea $38,000 Grease interceptor 1 ea $3,000 Wood framing 1 ea $90,000 north wall, partial east and west walls, roof $38,000 120/240V single-phase Receptacles/dedicated power 85 ea $8,500 $100/point Lighting 1 ls $30,000 wiring/switching toilets 7 ea $7,000 sinks 7 ea $3,500 showers 3 ea $3,000 mop sink 1 ea $2,000 kitchen/processing rough-ins Primary-vegetated roof 2,890 sf $95,000 ROM pricing from Richard Kile 3/21/2024 Secondary/awning-metal roofing 910 sf $15,000 Mech roof - EPDM 125 sf $1,875 Wall type A Insulation (R-34) 776 sf $5,000 cavity spray foam + ext rigid Wall type C Insulation (R-13) 1700 sf $7,000 ext rigid only Roof (R-49)2500 sf $20,000 under slab (R-10)2900 sf $8,700 Cladding 1000 sf $10,000 upcycled materials 6' x 7' pair doors 4 ea $9,600 2400 3' x 7' single door 1 ea $1,200 1200 window/sidelite 200 sf $8,500 50 rollup door 1 ea $9,000 HM doors 1 ea $800 800 skylights 6 ea $18,000 3000 Roof guardrail 190 lf $7,600 assume $45/lf MUA system for kitchen vent LG ARUB060GSS4 heat pumps 3 ea $18,600 6200 FC-1 4 ea $4,800 1200 FC-2 8 ea $8,000 1000 $8,000 685 sf 2000 sf $8,000 at bathrooms and kitchen, soffit - assume $4/sf 632 sf $7,584 12 $9,000 interior only Drywall ceiling Tile Finished flooring (ep[oxy) Paint Doors & trim 18 ea $18,000 18 interior doors incl (2) traffic doors Subtotal $647,259 DETAILS QUANTITY ALLOWANCE NOTES / UNIT PRICE Site Work Steel Septic system Site Drainage Construction Electrical Plumbing rough plbg for (4) bathrooms: Roofing Exterior Envelope Exterior openings Misc metals HVAC Finishes TOTAL excluding equipment, FFE $647,259C1 December 2, 2021 Honorable Anna R. Kelles Member of Assembly 106 East Court Street Ithaca, NY 14850 Dear Anna: I am in receipt of your State and Municipal Facilities Program Description & Nomination Form that provides for the Khuba International, Inc. to receive capital funding in the amount of $200,000 from the State and Municipal Facilities Program (SAM). These funds are for capital costs associated with the construction of a housing and educational facility. In order for your designated project to receive funds through SAM, the administering organization must complete a “State and Municipal Facilities Program Preliminary Application.” Please provide the enclosed application to the Khuba International, Inc. The completed application should be returned to Victor Franco, Ways and Means Committee, Capitol Building, Room 409, Albany, New York 12248. Upon receipt, staff from the Ways and Means Committee and Office of Counsel to the Majority will conduct an initial review to determine eligibility. The application will be formally submitted to the Dormitory Authority of the State of New York (DASNY) for a more intensive review process after the initial review is completed. DASNY may require more detailed information in order for the grant contracting process to proceed. If DASNY requires additional information, they will contact the grant recipient directly. This process is necessary to ensure that the project can be funded with bond proceeds, as that is the source of funds for the State and Municipal Facilities Program. It is through your efforts and advocacy on behalf of the Khuba International, Inc. that this project will be considered for capital funding through the SAM process. If you have any questions about the process, please do not hesitate to contact me or Victor Franco of the Ways and Means Committee staff at (518) 455-4050. Sincerely, CARL E. HEASTIE Speaker Enc. 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 FE FEEXIT EXIT EXITEXITEXITEXITEXIT STARTING POINT PATH OF TRAVELDIRECTION OF TRAVEL POINT OF EXIT TO OUTSIDE E EXIT EXIT EXIT EXITEXITSCALE: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 REQUIRED 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'-11"1 4 ' - 1 " 44' COMMON PATH OF TRAVEL (MAX. 75' ALLOWED PER. T. 1006.2.1) 13'-6"16'-11"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)N3'-0"6'-0"3'-0"OFFICE 78 SF 1 OCCUPANT 6'-0" NOTE: SEE REFLECTED CEILING PLAN 1/A200 FOR LOCATION OF ILLUMINATED EXIT SIGNAGE EXITEXIT 7'-0"7'-0"3'-0"3'-0"3'-0"3'-0" FE FE Learning Farm Teaching Kitchen Fire Protection Code Analysis 9/24/2024 903.2.1.2 Group A-2 (2020 Fire Code of NYS) An automatic sprinkler system shall be provided throughout stories containing Group A-2 occupancies and throughout all stories from the Group A-2 occupancy to and including the levels of exit discharge serving that occupancy where one of the following conditions exists: 1. The fire area exceeds 5,000 square feet (464 m 2 ) (Learning Kitchen area is 3080SF) 2. The fire area has an occupant load of 100 or more (Learning Kitchen occupant load is 49) 3. The fire area is located on a floor other than a level of exit discharge serving such occupancies. Therefore, per 2020 Fire Code of NYS sprinklers are NOT required F 30'-2" R 3 6 ' - 7 " (< 7 5 ' P E R N F P A 1 0 ) R5 3 ' - 9 " (<7 5 ' P E R N F P A 1 0 ) SCALE: NTS FIRE EXTINGUISHER PLAN4 CLASS 'A' FIRE EXTINGUISHER CLASS 'A' FIRE EXTINGUISHER SPRINKLERED VENT HOOD FOR RANGE - SEE MECH DWGS FE FE G SCALE:3/16" = 1'-0" REFLECTED CEILING PLAN111'-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'-11"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'-11"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 EQEQEQEQEQ 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-WAY PANTRYSEATS STAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYGRAVEL 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 REFLECTED CEILING PLAN AND LIGHTING SCHEDULE AS NOTED A200N 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.copyright © 2023M-202 DETAILS 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN 12/01/2023 100% CDH The BD­2 Series is a Type I, Low Proximity Hood for use over 450°F and 600°F cooking surface temperatures. The Low Proximity Hood, also called Backshelf hood, refers to the close location of the hood with respect to the cooking appliances.                                   Fully Integrated Package Ca ptiveAi re sells this hood as a sta nd­alone appli ance to be integrated into a kitchen  ventilation application, or provi ded as part of a FULLY INTEGRATED PACKAGE designed by CaptiveAire and pre­engineered for optimum performance. The package consists of the hood, an integral utility ca binet, factory pre­wired electrical controls, and a listed fire suppression system. Other options includ e a listed exhaust fan, a liste d make­up  air uni t and listed, factory­built ductwork.                                         Exhaust Flow Rates: Su perior exhaust flow rates. ETL Listed: ETL Listed for use over 450°F and 600°F cooking surface temperatures, which provides flexibility in designing kitchen ventilation systems. ETL Listed to US and Canadian sa fety standards, ETL Sani tation Listed and bui lt in accordance with NFPA 96. Capture a nd Containme nt: Uni que  front d esi gn directs grease laden vapors toward the  exhaust fil ter bank. Double ­wall, insulated front increases rigidity and reduces condensatio n on mode ls 30 inch width and larger. Convenient D esign: Fitted with UL Listed, pre­wired, incandescent light fixture s and tempered g lass globes to hold up to a  standard 100 watt bulb; not included on 24 or 26 inch widths. Pre­punch ed hanging an gles on each end of hood and additional set provided for hoods longer than 12'. Space saving, compact de sign uses limi ted kitchen space  (24 " minimum width). Construction: Fabricated of Type 430 stainless steel, #3 or #4 polish, on al l exposed surfaces. Optio nal type 304 sta inless steel avail able. Fully welded and polishe d front corners. Built in air space to meet NFPA 96 clea rance requirements against limited combustible wal l with optio nal insulation for combustible wall. Controls: Hoods can be equipped with modular utility cabinets a nd end standoffs. A built­i n wiring chase provided for optimal positioning of electrical controls and outlets on  front face of hood without penetrati ng capture area or requi ring  sleeve; available  on 30" wid er a nd larger models. Gr eas e Extraction: All hoods come standard  with stainless steel baffle filters and a deep grease trough which allows for easy cleaning. Ca ptra te Combo® and Captrate Solo® fi lters are optional. Grease drain system with removab le 1/2 pint cup for easy cleaning. Standard filter stops elimina te gaps between filters. Reduced Lead Times a nd Shipping Costs: Produced on a high volume assembly line  at one  of five manufacturing facilities to reduce lead times and shipping costs. Optional Make­Up Air: Make­up air ca n be supplied throug h optional front plenums (ND­2 Series with PSP or AC­PSP Accessory) Optional Self Cleaning Technology: The Self Cleaning Hood option adds a spray bar that extends the full length of the hood immediately behind the filters. The system cleans grease from the plenum and portio n of the duct with the daily hot water spray cycle. Optional CORE Protection: The CORE Fire Protection System is an automatic, pre­engineere d fi re suppression system whi ch is ETL listed to UL Standard 300. The CORE Protecti on System is d esi gne d to provide primary cove rage for ve ntil ating equipment including hoods, ducts, plenum and filters. Advantages Performance AVG. COOKING SURFA CE  TE MP. (°F)MIN. E XHA UST CFM/FT. 450°F 150 600°F 200 Recommended Duct Siz ing: Ex haus t ­ Bas ed on 1500 FPM         Features Options Utility Cabinet: Listed for integral side mount and fabricated of same mate rial as hood. C abinet can ho use listed fire suppressi on system and  listed, pre­wired electrical controls. Front Perforated Supply Plenum: Provides low velo city make­up a ir for th e kitchen and i s d ischarged in front of the h ood. Perforated diffuser plates allow for even air distribution and supply riser includes a volume damper for easy balan cing. Enclosure  Panels: Constructed of stainless steel. Sized to extend from hood top to ceiling, enclosin g pipe and hanging parts. Roof Top Package: Combination ETL Listed exhaust/supply air uni t with factory prewired and mounted motors, trunkl ine and cu rb vented on exhaust side. Separate Exhaust and/or Make­Up Air Fans: ETL L isted single exhaust fans, supply­ai r fans and curbs avail able. Fire Suppression System: UL 300 fire  suppression system. Lighting: Compact Fluorescent or Halo gen Certifications Th e BD­2  Model ha s been  certifie d b y ITS. Th is ce rtification ma rk indica te s th at th e p rodu ct h as b e en tested to and has met the minimum require ments o f a  widely recognize d (consen su s) U.S. and  Ca n a dian  products safety sta ndard, th at th e manufactu rin g site  has been  aud ite d , a n d that the applicant h a s agreed to  a pro gra m of period ic facto ry fo llo w­u p  in sp ections to verify continu e d  pe rformance. Models BD­2  are ETL Listed u nder file  n u mbe r 3 054804 ­001  and  comp lie s with  UL 7 10, UL C710 and UL C­S6 46 Sta n dard s.   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 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 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. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. _________________________________________________ _______________________________________________ Name of Lead Agency Date _________________________________________________ _______________________________________________ Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer _________________________________________________ _______________________________________________ Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from Responsible Officer) 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. LETTER 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 SIT E 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" MINDOOR 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"MIN.18"42"MIN 19"MIN48"MIN LAVATORY CLEARANCES60" MINY48" MINYFRONT APPROACH- SLIDING DOORS AND FLOLDING DOORS48 MIN.12" SIDE WALL 36"MAX33"-36"30"MINX*48" MINPUSH SIDE PUSH SIDE 18" MIN YX 24" MIN PUSH SIDE X X 24" MIN 48" MIN42" MINNOTE: Y=48" MIN. IF DOOR HAS DOOR HAS A CLOSER NOTE: Y=48" MIN. IF BOTH CLOSER AND LATCH42" MIN54" MIN SLIDE-SIDE APPROACH- SLIDING DOORS AND FLOLDING DOORS 54" MIN. 42" MIN 36"MIN6"MAX12" MAX 36"MIN 33"-36"17"-19"ACCESS REQUIREMENTS 17" MIN60" CLR56" CLR 60" min60" min WHEELCHAIR TURNING SPACE 9"min27" min36" max6" max8" min 17"-19" DRINKING FOUNTAIN CLEARANCES DOOR CLEARANCES MANEUVERING CLEARANCES BATHROOM CLEARANCES 16"min 36"24" min36" minROLL-IN SHOWER CLEARANCES 1-1/4"-1-1/2"1-1/2" GRAB BAR SIZING AND SPACING 9"min27" min29" min34" max40" max17" min depth 6" max toe clearance8" min knee clearance highest reach 30"24"46"34" maxMAXIMUM SIDE REACH OVER OBSTRUCTION point 48"Y30"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 ProMect Information 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024RevisionsConsultantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 PROJECT NOTES A001 GRAVE L D R I V E SSSS S S S S S S S S S S S S S S S SSSSS 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 RE4UIRED 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'-11"1 4 ' - 1 " 44' COMMON PATH OF TRAVEL (MAX. 75' ALLOWED PER. T. 1006.2.1) 13'-6"16'-11"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)N3'-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 F R O M W E L L B C G (FU T U R E PHA S E ) F (FU T U R E PHA S E ) 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 EXITEXIT30'- 2 " 7'-0"7'-0"R3 6 ' - 7 " ( < 7 5 ' PER NFPA 1 0 ) R 5 3 ' - 9 " (< 7 5 ' 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral & MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SITE PLAN AND EGRESS PLAN AS NOTED A010 F1 WALL-MO8NTED LIGHT F2 %OLLARD LIGHT F4 S8RFACE-MTD DOWNLIGHT SITE LIGHTING LEGEND SCALENTS 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 AleNsanGr MergolG, AIA 511 Kline RG rG Floor Ithaca, NY 14850 am#mergolG.worN T 607-821-0811 Architect Consultants Structural & MEP EngineerTaitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Project Information 272 EnfielG Falls RG Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING ScalecoSyright . 2024RevisionsConsultantsOwner Christa N~xe] 272 EnfielG Falls RG 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 SECTION2830'826'828'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 EL 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) STAGE832'834'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" 3 4 ' - 1 1 "96'-4"Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral & MEP Engineer TaiteP 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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'-11"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'-11"1.5 6'-11"16'-10 1/2" FOUNDATION DRAIN DAYLIGHTS IN GORGE - TYP +830'+831'+825'+832'+833'+829'+829' +820' +815'+810'+830 ' +831'+828'+825' +826' +824' PATIO + 8 3 2 '+833' +8 3 4 ' +8 3 5 ' +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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 GRADING AND DRAINAGE PLAN AS NOTED G101N SCALE:3/32" = 1'-0" LANDSCAPE SITE PLAN1 +830'+831' +825' +832' +833'+829'+829' +820' +815'+810'+8 3 0 ' +831'+828'+825' +826' +824' PATIO +832'+833' + 8 3 4 ' + 8 3 5 ' +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' 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'-11"1.5 6'-11"16'-10 1/2" PAVED GRAVEL PATH PLANTED SLOPE - PLANTING SPECIES TBD 25'-5" 24" TWIN APPLE 24" TWIN APPLE2'-10"7'-10"23'-2 1/2"46'-10 1/8"5'-11" 1 1 ' - 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 LANDSCAPE PLAN AS NOTED G102N STORAGE/ JANITORIAL VESTIBULE PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 4 WALK-IN COOLER PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING 2 OFFICE ELECTR. PANELSTAFF LOUNGE MECH.2-WAY PANTRY2-SIDED FIRE PLACE SEATS STAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYGRAVEL 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'-11"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" CLR6'-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 3MOVABLEPLANTER5'-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"ALIGNRAIN 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 DOORS3'-0" CLR7'-0" CLR7'-0" CLR3'-0" CLR LINE OF SPRINKLERED KITCHEN EXHAUST HOOD - SEE MECH DWGS FOR SPEC AND DETAILS3'-0" CLRWH WH WH 3'-0" 3'-0" CLR 4'-0"3'-0" CLR3'-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'-11 1/2"8'-8" 5'-3"5'-5"4'-7 1/8"EQEQEQ3'-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'-10"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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 GROUND FLOOR PLAN AS NOTED A100N 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'-11"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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ROOF PLAN AS NOTED A110N SCALE:NTS INTERIOR DOOR SCHEDULE2 SCALE:NTS EXTERIOR DOOR AND WINDOW SCHEDULE1 1/2" PLWD SHEATHING WALL TYPE R NOTESSTUD TYPEEXTERIORPLAN 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 TYPEEXTERIORPLAN 2X6 FRAMED WALL LINE B THERM-MODIFIED WD SIDING16" 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 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral & MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner 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 ELECTR. PANELSTAFF LOUNGE MECH.2-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYFD 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 EQUIPMENT PLAN AND SCHEDULE AS NOTED A120N SCALE:3/16" = 1'-0" REFLECTED CEILING PLAN111'-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'-11"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'-11"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 EQEQEQEQEQ 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-WAY PANTRYSEATS STAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYGRAVEL 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 REFLECTED CEILING PLAN AND LIGHTING SCHEDULE AS NOTED A200N A B C2 E G C1 AleNsanGr MergolG, AIA 511 Kline RG rG Floor Ithaca, NY 14850 am#mergolG.worN T 607-821-0811 Architect Consultants Structural & MEP EngineerTaitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Project Information 272 EnfielG Falls RG Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING ScalecoSyright . 2024RevisionsConsultantsOwner Christa N~xe] 272 EnfielG Falls RG 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 - SI=E 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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 DRAWINGS48" MIN4 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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" MINBALLAST-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 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner 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 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner 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 FABRIC48" MIN(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"MECH SCREENMECHANICAL 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral & MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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" MIN1-7/8 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 A80042"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 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner 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 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner 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 A8008'-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"VARIESDETAIL ELEVATION Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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 aP#PergoldZork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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 aP#PergoldZork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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'-10"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"56X60 TOILET CLEARANCE3 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 aP#PergoldZork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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"30X48 CLR3'-0"3'-0"3'-0"1'-5 1/2" SCALE: 3/4" = 1'-0" ENLARGED PLAN AT BATHROOM 31 30X48 CLR4'-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 aP#PergoldZork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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 LA9 1 LA9 2 CHNG TABLE LIN DRAIN DISPENSER FAUCET 2 SEE MECHANICAL SPECSWALL HTR FD BRASSBATHROOM SINK FAUCETTRITON BOWEK-400T20-5AKLK-2054-AMESTOWNCBLA9ATORY9ITREOUS CHINA SCALE4 1 -0 ENLARGED PLAN AT STAFF BATHROOM10X48 CLR56X60 CLR0X48 CLR 2 -7TOILET 1 SHOWER 1 TRIM 1 2 -04 -0 4 -71 -5 122 -0CHNG TABLE7 -62 -108 -67 -6WALL HTR  -0 -0 -0 LIN DRAIN LA9 1 FAUCET 1 LA9 1 FAUCET 1 DRYER KOHLER TRITON BOWE CANNOCK FAUCET K-70T70-4A-R FAUCET KOHLER TRITON BOWE SER9ICE 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-LE9EL DRINKING FOUNTAIN FOUNDATIONS PREMIER STAINLESS HOR RECESSED CHANGING TABLE 100SS-R KOHLER K-80646-NA 2-12 X 6 LINEAR DRAIN FINSISHED SKYLIGHT OP G - 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 AleNsanGr MergolG, AIA 511 Kline RG rG Floor Ithaca, NY 14850 am#mergolG.worN T 607-821-0811 Architect Consultants Structural & MEP EngineerTaitem 110 S Albany St Ithaca, NY 14850 +1-607-277-1118 Project Information 272 EnfielG Falls RG Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING ScalecoSyright . 2024RevisionsConsultantsOwner Christa N~xe] 272 EnfielG Falls RG 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 - TYP1'-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" MIN3/4" CHAMFER - TYP1'-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" RISE MAX1" NOSING6"ANTI-SLIP TEXTURE AT EA TREADR3/4"3" CLRNo. 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 - TYP2" CLR MIN3" CLR MIN2 12 LINE OF CONC CURB AT EXT WALL BEYOND 1'-0"8"1'-0"1'-0"2"2"EQEQBASEPLATE AT GRIDLINE B BASEPLATE AT GRIDLINES BBB AND C2"HSS COLUMN- TYP ANCHOR BOLT - TYP - SEE 2/S100 FOR DIAMETER AND EMBEDMENT 1/2" STEEL PLATE 5/8" STEEL PLATE 2'-0" DEPRESSED SLAB2"1/4 12 5"-TYPLINEAR DRAIN A - DEPRESSED SLAB 4" MIN1/8 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 INFORMATIONEQEQEQEQ8" Ø 3/8" PL NOTE: ALL EXTERIOR STEEL TO BE HOT-DIP GALVANI=ED 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" BASEFURRED 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 R 1 " 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 EDGE5 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 - TYP1'-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 STEEL.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 ConsXltants StrXctXral & MEP Engineer Taitem 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect Information 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner 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 FASCIA42"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 RAFTER5 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 RAMP2'-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'-10 1/2"4" KICKDRAWER 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 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner 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" COVESCALE: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" MINCERAMIC 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"MAX1/8" 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 aP#Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner 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 aP#PergoldZork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 T+E LEARNING FARM TEAC+ING KITC+EN DraZing Title Date D:G No 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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 ELECTR. PANELSTAFF LOUNGE MECH.2-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYBATHROOMS 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 FINISH PLAN AND SCHEDULE AS NOTED F100N 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'-11"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'-11"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'-10"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'-11"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 Scalecopyright © 2024RevisionsConsultantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 FOUNDATION PLAN AND DETAILS AS NOTED S100N1- 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'-11"1.5 6'-11"16'-10 1/2" SCALE:3/16" = 1'-0" ROOF FRAMING PLAN1 W14X38W14X38W14X38W14X38W14X38ROOF FRAMING: 2X12 AT 12" O.C ALT 1: 14" TJI 230 AT 24" O.C. ALT 2: (2)2X10 AT 16" O.C.2X10 LOCUST JOISTS @ 16" O.C. - TYP(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'-11"1.5 6'-11"16'-10 1/2" 3 A80011'-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'-11"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 2X12 RAFTER @ 16" O.C.LINE OF WALL BELOW 48" OVERHANG - TYPSISTERED 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'-11 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 aP@Pergold.work T: 607-821-0811 Architect ConsXltants StrXctXral & MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN Drawing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOwner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ROOF FRAMING PLAN AND DETAILS AS NOTED S101N 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'-11"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'-11"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'-11 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"-TYP6'-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'-11 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'-11 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 SLAB AND FLOOR DRAIN PLAN AS NOTED S102N 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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"156'-5"B C D BB BBB 7'-6 1/2"3'-2"E 4'-11"1 2 3 4 5 6 Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 +1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner 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 ELECTR. PANELSTAFF LOUNGE MECH.2-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYBATHROOMS 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 RFRFFRZ GFCIMAIN ELECTRICAL PANEL FRZFRZGFCIGFCIGFCIDF DRYERHPWH Aleksandr Mergold, AIA 511 Kline Rd 3rd Floor Ithaca, NY 14850 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ELECTRICAL POWER PLAN AS NOTED E001N STORAGE/ JANITORIAL PRODUCTION KITCHEN TEACHING KITCHEN CLASSROOM STAFF WC 3 WALK-IN COOLER FRUIT PRESS BOILER PASTEURIZER STORAGE PROCESSING OFFICE STAFF LOUNGE MECH.2-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYBATHROOMS 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 TTHERMOSTAT 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 GTT TTTTFC TTTMAIN 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 ELECTRICAL SWITCHING PLAN AS NOTED E002N 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 SITE SEPTIC SYSTEMC.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-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYBATHROOMS CHANGING BATHROOM 2BATHROOM 1BATHROOM 3C.O. 3 3 1 2 5 4 7 8 9 6 CWS FROM WELL6'-0"SEPARATIONMINSEE 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" MIN2" VENT1-1/2" VENT1-1/2" VENT1-1/2" VENT1-1/2" VENTFLOOR SINK2" VENT1-1/2" BRANCH VENT 1-1/2" VENT2" VENT1-1/2" VENT2" VENT1-1/2" VENT1-1/2" VENT1-1/2" VENT1-1/2" VENT1-1/2" VENT2" VENT2" BRANCH VENT 2" VENT2" VENT2" VENT2" VENT1-1/2" VENT2-1/2" 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" VENT1-1/2" VENT1-1/2" VENT2-1/2" BRANCH VENT2-1/2" BRANCH VENT 1-1/2" VENT2" VENTFCFCFCFCFC 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" VENTVESTIBULE 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 PLUMBING WASTE PLAN AND RISER DIAGRAM AS NOTED P001N ELECTR. PANELK-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" CWS FROM WELLWH-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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 WATER SUPPLY PLAN AS NOTED P002N ELECTR. PANELK-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-WAY PANTRYSTAFF CLPANTRY OR EQUIPMENT CLSTAFF HALLWAYBATHROOMS CHANGING BATHROOM 2BATHROOM 1BATHROOM 33 1 2 5 4 7 8 9 62-1/2" MAIN HORIZONTALVENT BRANCHSTORAGE/ JANITORIAL10'-9"23'-11 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 B R A N C H V E N T 2" HOR BRANCH VENT2" 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 aP#Pergold.Zork T: 607-821-0811 Architect ConsXltants StrXctXral MEP Engineer TaiteP 110 S AlEany St Ithaca, NY 14850 1-607-277-1118 ProMect InforPation 272 Enfield Falls Rd Ithaca, NY 14850 THE LEARNING FARM TEACHING KITCHEN DraZing Title Date DWG No. 100% CONSTRUCTION DOCUMENTS - FOR PRICING Scalecopyright © 2024ReYisionsConsXltantsOZner Christa Núñez 272 Enfield Falls Rd Ithaca, NY 14850 16 APRIL 2024 PLUMBING VENTING PLAN AS NOTED P003N 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 CLASSROOM OFFICE PROCESSING 2 WALK-IN COOLER STAFF WC 4 PROCESSING 1: FRUIT PRESS BOILER PASTEURIZER STORAGE STAFF LOUNGESTAFF HALLWAYSTAFF CL2-WAY PANTRYTEACHING KITCHEN PRODUCTION KITCHEN STORAGE/JANITORIAL MECH. BATHROOM 3 VESTIBULE CHANGING CHANGING BATHROOMS BATHROOM 2BATHROOM 1 PANTRY OREQUIPMENT CL3 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"x8"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 (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