HomeMy WebLinkAbout815 S. Aurora St - Plumbing Issued for Permit 2021.06.22WASTEWASTE BELOW FLOORVENTCOLDHOTBALL VALVEGATE VALVECHECK VALVEVENT THRU ROOFVTRLEGENDAIR ADMITTANCE VALVEAAVABOVE FINISH FLOORAAFDOUBLE CHECK VALVEOS&Y VALVECIRCUIT SETTERProject #DatePRICING SETNOT FOR CONSTRUCTION108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comCOPYRIGHT STREAM COLLABORATIVE/ TAITEM. ALL RIGHTS RESERVEDA1234BCD110 South Albany St.Ithaca, New York 14850ph: 607.277.1118www.taitem.com1/8" = 1'‐0"6/22/2021 3:53:50 PMP0.00Plumbing Notes,Schedules & LegendSTRM01OVERLOOK6/22/21Visum Development Group815 South Aurora StreetIthaca, New York 14850Permit SetBUILDING CWATER HEATER SCHEDULEType Manufacturer Model Volume DescriptionRecovery Rate(GPH)EnergyFactorVoltage Phase Watts CommentsWH-1 Bradford White RE250T6 50.0 gal Electric Water Heater 21 0.91 208 V 1 4500 W Provide drain panPLUMBING FIXTURE SCHEDULEType Manufacturer Model Description CommentsCO-1 Zurn Z1400-B 4" Epoxy coated cast iron floor cleanout with 5” round adjustable gasketednickel bronze top, removable gasketed brass cleanout plug, and no huboutlet.FD-1 Zurn ZN415BZ-OF 3" No-Hub Connection Epoxy coated cast iron area drain with anchorflange, body collar with weepholes, Oval Funnel (Z329-7) Polished nickelbronze top 6-1/4" (159) diameter adjustable top with heel proof ductileiron grate.Provide Proset trap guardFD-2 Zurn Z507-P 3" No-Hub Connection 7" Diameter top drain, Dura-Coated cast iron bodyand top with bottom outlet. Medium duty. trap primer connection.Provide trap primer connection to nearestwater source.HB-1 Zurn Z1388 Roof Hydrant Exposed Head, Non-Freeze Provide vacuum breaker and connect drain tosecondary piping of nearest roof drainHB-2 Zurn Z1320-CXL Quarter Turn Recessed Wall Hydrant, Non-freeze, Anti-siphon, automaticdrainingL-1 American Standard 0321.026 Declyn 18.5x17 wall hung lav, 4" centers.L-1.1 American Standard 7385.000 Single handle lav faucet with popup drain, 0.5 gpm, EPA WaterSenseRD-1 Zurn Z165 3" 8-3/8 Diameter Combination Main Roof & Overflow Drain with LowSilhouette Cast Iron Domes & Double Top-Set® Deck PlateRD-2 Zurn Z154-90 12" square top prom-deck drain, dura-coated cast iron body with rotatablelight duty square promenade frame with seepage openings, frame clampsand light duty heel proof grate. 2" no-hub outlet, 90 degree side outletRD-3 Zurn Z154-S90 Secondary 12" square top prom-deck drain, dura-coated cast iron bodywith rotatable light duty square promenade frame with seepage openings,frame clamps and light duty heel proof grate. 2" no-hub outlet, 90 degreeside outlet and secondary strainerRDN-1 Zurn ZF199 Downspout with Push-On Connection 3"RDN-2 Zurn ZF199 Downspout with Push-On ConnectionS-1 Dayton D122254 22x25 single bowl stainless steel sink; 4 holeS-1.1 American Standard 4175.701.F15 Single Handle Kitchen Faucet with Spray. 1.5 GPMT-1 American Standard 2391.202/2390.202 Princeton recesss tub, 30x60x14, right or left hand outlet as required.Chrome trim integral overflowT-1.1 American Standard 7413508.002 Chatfield tub/shower valve; 3 function shower head; 1.8 gpmWC-1 American Standard 211CA.104 Champion Pro ADA Elongated Toilet 1.28 GPFWCS-1 Church 380SLOWT Toilet Seat, Elongated with Cover; Slow Close; Sta-Tite Fastenerssolid plastic closed front with cover, easy lift-off cleaning feature, bolts,nuts and washers, for elongated bowl. (Private Use)WSHR-1 IPS Corporation MWB26 1/2" 1/4 Turn Sweat Valve Top Mount Installed w/Hammer Arresters, 2"Slipnut Drain KitDOMESTIC WATER BOOSTER PUMPType Manufacturer Model Pump HeadPump HP/ PerpumpFlow/ PerpumpDescription Voltage Phase CommentsDP-1 QuantumFlo WisperFlo -Prodigy Duplex52.58 psi 1 hp 24.5 GPM Duplex variable speedpackage pressure booster208 V 3 Provide Pump run drycontact relays,general alarm, lowsuction and highsystem dry contactrelays, left side inletand outletconnections. verticalorientationSPECIALTY VALVE SCHEDULEType Manufacturer Model Description SizeDCVA-1 Zurn 350XLS Lead Free Double Check Backflow Preventer Assembly with Strainer 1 1/2"-1 1/2"PLUMBING NOTESPART 1 -GENERAL1.1SUBMITTALSA. Provide electronic (pdf) submittals for:1. Fixtures, water heaters, valves, hydrants, floor drains, roof drains, cleanouts, booster pump. B. Closeout:1. Operation and Maintenance Manual.2. As-Built drawings.3. WarrantiesPART 2 -PRODUCTS2.1DOMESTIC WATER PIPINGA. PIPES AND TUBES1. Hard Copper Tube: ASTM B 88, Type L, water tube, drawn temper. 2. Soft Copper Tube: ASTM B 88, Types K and L, water tube, annealed temper.3. PEX tubing: ASTMF877, SDR9 PEX tube and ASTMF1807.a. Support Spacing: Up to 1" -32 inches; Over 1" -48".4. Ductile-Iron Pipe: AWWA C151, Classes 50 and 51; mechanical or push-on joint; with AWWA C104 cement-mortar lining.B. PIPE APPLICATIONS1. Above ground: a. Hard copper tube, Type L; wrought-copper or cast-copper-alloy pressure fittings; copper unions; bronze flanges; with lead-free solder joints.b. PEX tubing with metal insert-type fittings with copper crimp rings.2. Below ground 2" and smaller:a. Type K copper with flare or compression joints.b. PEX with metal insert-type fittings with copper crimp rings.3. Below ground greater than 2":a. Ductile-Iron Pipe with mechanical or push-on joints.C. INSULATION1. Mineral-Fiber, Preformed Pipe Insulation: Comply with ASTMC547, TypeI, GradeA, with factory-applied ASJ and PVC fitting covers.2. On PEX piping only: Flexible Elastomeric, closed-cell, sponge-or expanded-rubber materials. Comply with ASTMC534, TypeI for tubular materials.a. Seal longitudinal seams and end joints with adhesive to eliminate openings in insulation that allow passage of air to surface being insulated.b. Insulation Installation on Pipe Fittings: Install mitered sections of pipe insulation. Secure insulation materials and seal seams with adhesive to eliminate openings in insulation that allow passage of air to surface being insulated.3. Hot water and recirculation piping: 1" thick4. Cold water piping: ½" thickA. Insulation shall be omitted on PEX cold water piping. 5. Insulate all penetrations of concrete slabs with ½" closed cell foam.D. FIRE CAULK MATERIAL1. Comply with ASTM E 119.2.2SANITARY WASTE AND VENT PIPING; ROOF DRAIN PIPING; CONDENSATE PIPINGA. PIPES AND TUBES1. PVC Plastic, DWV Pipe: ASTM D 2665, Schedule 40, plain ends.2. Hub-and-Spigot, Cast-Iron Soil Pipe: ASTM A 74, Service class3. Hubless, Cast-Iron Soil Pipe: CISPI 301B. PIPE APPLICATIONS1. Aboveground Applications: a. Hubless, cast-iron soil pipe and fittings.b. PVC plastic, DWV pipe and fittings with solvent-cemented joints permitted subject to local code enforcement approval. Install PVC soil and waste drainage and vent piping according to ASTM D2665 "Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings".2. Belowground Applications: Hub-and-spigot, cast-iron soil pipe and fittings.C. AIR ADMITTANCE VALVES.1. Air admittance valves shall be permitted only where shown or noted on drawings.2. Air admittance valves shall be installed a. in conformance with the Uniform Code of NYS.b. in accessible ventilated areasc. a minimum of 4 inches above the horizontal branch drain or fixture drain being vented.D. PIPING INSTALLATION1. Install in conformance with New York State plumbing code and local authorities. Install cleanouts every 75 feet, exterior, every 50 feet, interior, and where shown. Inspect and test piping systems following procedures of authorities having jurisdiction.2. All sanitary piping below slab shall be minimum of 2".2.3FIXTURES AND SPECIALTIES A. Per Drawing Schedules.PART 3 -EXECUTION3.1COORDINATIONA. Coordinate with other trades to avoid conflicts.3.2INSTALLATIONA. Install ball valves on all equipment connections, and risers. Support vertical piping at each floor. Provide for thermal expansion and noise isolation.B. Install fixtures with flanges and gasket seals.C. Install flushometer valves for accessible water closets and urinals with handle mounted on wide side of compartment. Install other actuators in locations that are easy for people with disabilities to reach.D. Install tanks for accessible, tank-type water closets with lever handle mounted on wide side of compartment.E. Fasten wall-hanging plumbing fixtures securely to supports attached to building substrate when supports are specified, and to building wall construction where no support is indicated.F. Fasten floor-mounted fixtures to substrate. G. Fasten counter-mounting plumbing fixtures to casework.H. Secure supplies to supports or substrate within pipe space behind fixture.I. Set shower receptors and mop basins in leveling bed of cement grout as directed by manufacturer.J. Install individual supply inlets, supply stops, supply risers, and tubular brass traps with cleanouts at fixture.K. Omit traps on fixtures having integral traps. Omit traps on indirect wastes, unless otherwise indicated.L. Install disposers in sink outlets. M. Install escutcheons at wall, floor, and ceiling penetrations in exposed, finished locations and within cabinets and millwork. Use deep-pattern escutcheons where required to conceal protruding pipe fittings.N. Seal joints between fixtures and walls, floors, and counters using sanitary-type, one-part, mildew-resistant, sealant. Match sealant color to fixture color.O. Install insulation on supplies and drains of accessible fixtures.P. Penetrations in all 1hr fire resistence rated walls shall be sealed with fire caulk.3.3 TESTINGA. Test all sanitary waste and vent piping per Uniform Code of New York State. Provide record of AHJ inspection.B. Test all domestic water piping at 100 psi for 24 hours. Air testing shall show a loss of pressure not greater than 2 psi.3.4 RECORD DRAWINGSA. The Contractor shall maintain a set of record documents clearly indicating all changes from the contract drawings to be use in creating as-built drawings.3.5 CLOSE OUT REQUIREMENTSA. In addition to any or all requirements listed in Division 1 specifications, the following are required to be submitted to the Architect/Engineer:1. As-built drawing markup.2. Copy of all Valve Charts. 3. Operation and Maintenance Manual.4. Report of final plumbing inspection.All China Fixtures Shall Be White; Kitchen Sinks Shall Be Stainless Steel; Trim Shall Be Polished ChromeREVISIONSΔDESCRIPTION DATE
Project #DatePRICING SETNOT FOR CONSTRUCTION108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comCOPYRIGHT STREAM COLLABORATIVE/ TAITEM. ALL RIGHTS RESERVEDA1234BCD110 South Albany St.Ithaca, New York 14850ph: 607.277.1118www.taitem.com6/22/2021 3:53:50 PMP0.01PlumbingSpecificationsSTRM01OVERLOOK6/22/21Visum Development Group815 South Aurora StreetIthaca, New York 14850Permit SetBUILDING CDOMESTIC BOOSTER PUMPS1.01GENERAL A.Furnish and install a factory packaged and tested, variable-speed domestic water pressure boosting system including pumps, motors, controls, valves, interconnecting piping, wiring and accessories for a complete, NSF 61 approved system with UL508A Industrial Controls and QCZJ 3rdParty Package Certification.B.All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the following references: 1.Underwriters Laboratories Listings 508A and QCZJ Packaged Pumping SystemsC.All equipment under this section shall be furnished completely assembled and pre-tested at simulated project site conditions in a laboratory, by a single supplier and shall be products that the manufacturer regularly engages in. The supplier shall have sole responsibility for proper functioning of the system and equipment supplied. Copies of simulated site tests must be available at the request of the owner or engineer.D.The manufacturer of the domestic water pressure boosting system shall be responsible for compliance with all applicable codes and regulations and be held accountable for the complete pump package. The manufacturer must maintain a testing laboratory which is an NSF 61 Certified closed loop testing system capable of pressurized suction and supply condition simulation. The test laboratory shall feature procedures detailing an unbroken chain of calibrations as required by NIST. Open atmospheric testing equipment which cannot mimic site installation conditions are not approved or acceptable.E.Field Reports: Submit verification statement, signed by system manufacturer representative, of start-up, adjustment service and acceptance of installation. Indicate summary of field performance test, system pipe flushing and field acceptance tests performed.F.Operation and Maintenance Data: 1.Operation Data: Include manufacturer’s instructions, start-up data, trouble-shooting check lists, for pumps, drivers, and controllers.2.Maintenance Data: Include manufacturer’s literature, cleaning procedures, replacement parts lists, and repair data for pumps, drivers and controllers, preventive maintenance schedule, preventive maintenance recommendations and procedures. Identify place of purchase, location and contact numbers of service depot and technical support for each product installed.1.02WARRANTYA.All components furnished shall be warranted for a period of 5 years from documented date of shipment.1.03MAINTENANCE SERVICE A.Furnish service and maintenance of packaged system for one year from documented date of Substantial Completion.2.01GENERAL A.The entire system shall be factory skid mounted on a minimum 304 stainless-steel structural square tube support frame, with in-shear molded rubber vibration isolators in compliance with standards as required in installation instructions published by pump manufacturer. Suction and Discharge Headers must be supported by pump skid frame to prevent piping strain on the pump casing and during system transport. No Exceptions.B.All valves shall be full port bronze ball valves with integral union, S.S. ball and stem design for valve sizes 2" and smaller, and ductile iron, epoxy coated, lever operated, lug or grooved style type butterfly valves, with stainless steel disc, and stainless steel shaft, for valve sizes 2.5" and larger. Valves must be rated for maximum pressure service for the system and also comply with NSF 61 Drinking Water requirements. C.The packaged pumping system shall include all electrical wiring between components and shall be completely flow and pressure tested for actual site conditions at the factory prior to shipment.D.System shall be arranged such that single point connections are required for piping and electrical power supply.E.Individual pumps, motors and check valves shall be serviceable with the booster system in operation utilizing isolation valves for each pump.F.Refer to schedules on Contract Drawings for required pump capacities and electrical characteristics.2.02ACCEPTABLE MANUFACTURERSA.The following manufacturers are acceptable provided their products meet or exceed these Specifications and the Contract drawing schedules:1.QuantumFlo2.Approved equal to these specifications with 10-day prior approval from the Engineer.2.03PUMPS AND MOTORSA.Motor shall be NEMA Premium Efficiency, Class F Insulated, Inverter duty, close-coupled type with a JM or C-face motor. Motors shall be TEFC enclosed and manufactured in accordance with NEMA standards for the voltage, frequency and phasing indicated on the pump schedule or plans.B.Pumps and motors larger than 5 H.P. shall be mounted with rubber-in-shear isolators to reduce vibration to the machine and system piping as required.2.04VARIABLE FREQUENCY DRIVESA.System shall feature variable frequency drives of the PWM design suitable for variable torque applications using any standard NEMA Design B squirrel cage induction motor. Variable frequency drives shall be sized for the maximum possible amp draw throughout the programmed sequence of pump operation.B.Drives shall be pulse width modulated, start into a rotating load, follow signal from logic section of control panel when in auto mode and be provided with the following features:1.Hand/off/auto switch and manual speed adjustment if auto system is inoperable.2.Auto Drive Shutdown for electrical fault.3.Automatic restart after power fails shutdown.4.Complete service diagnostics with fault history log up to 6 events.C.Keypad Operator Device including the following:1.Backlit LCD Display.2.Power On and Alarm/Fault Displays.D.Operational data displays include:1.Drive Speed (HZ)2.Motor Power3.Energy (kWh)4.Current5.Elapsed Time6.RPM7.Motor VoltageE.No bypass shall be provided with any drive as the VFD is the only mode of pressure control.F.Drives shall be controlled via a Master/Slave control arrangement where the controller makes all adjustments via a high-speed interface which provides for greater PID resolution and PID auto-tuning. Exceptions to this requirement must be approved via pre-approval documentation with the engineer proving their energy-efficiency to the standard set forth.2.05SEQUENCE OF OPERATIONA.The lead pump shall run only as necessary to maintain system pressure and will be controlled automatically by means of the pressure sensor/transmitter and programmable logic controller (PLC) designed to prevent short cycling and provide sensor-less flow detection. If the lead pump is unable to maintain system pressure the lag pump(s) will be called on as required by the sensor-less flow algorithm and will operate in parallel with the lead pump until no longer necessary and be sequenced off. When one pump can handle the system demand the controls will optimize energy consumption by eliminating the lag pump from sequence. When a low or no-flow condition is reached, the system shall revert to the stand-by mode when no flow is present via an intelligent flow detection algorithm, which does not raise the set pressure to charge a tank to detect low flow. These systems DO NOT require a hydro-pneumatic tank installed. Note: Raising system pressure to charge a tank violates ANSI/ASHRAE/IES Standard 90.1 by raising the pressure in lieu of maintaining constant system pressure. B.An empty pipe condition is to be determined by an algorithm allowing for a slow ramp to set point to prevent system pressure shocks. The “pipe-fill”algorithm will also prevent VFD “wind-up”and pressure spikes associated with this condition.C.The system shall employ software to detect pipe break and stop system, initiate an alarm and log the event. In the event of a sensor failure, the system shall run one pump in a semi-automatic mode allowing the building to maintain a minimum pressure until the sensor can be repaired or replaced.D.An auto-tuning PID algorithm shall continuously monitor system pressure and maintain steady-state system pressure as demand load changes rapidly and pump moves horizontally on its plumbing-performance curve. The PID algorithms shall incorporate intelligent algorithms to start the pumps at the point of creating pressure saving energy and reducing time to set pressure upon pump call. 2.06CONTROL PANELA.Logic Section -Provide, mount and wire on the skid a programmable logic controller in a NEMA 3R, splash-proof, forced-air ventilated enclosure to fully contain all VFD’s and interface the signal from the pressure sensor to the VFD's and provide a stabilized response to speed up or slow down or add pumps to meet system requirements. The controller shall provide set point adjustment, timer adjustment, PID functions (as required) and both system and controller self diagnostics via touch screen display. The touch screen display/human machine interface shall include a 7”TFT WVGA, 16.7 million color, resistive analog display. All user interface set points shall be easily accessible via a password protected display screen. The password shall be of the “rolling”type to prevent un-authorized access to factory settings. Normal system operation shall be auto-tuned to eliminate hunting. Controller shall feature a USB Download connection which allows user to download trending analysis without the need for a formal BAS connection. All system data and settings shall be accessible from the display without the need to access the high-voltage controller internals. The software shall include clear alarm indications and user wizards to ascertain and correct typically encountered system alarms.B.Power Section –The internally touch-safe, high voltage controller with HMI shall be factory wired and mounted on the stainless steel system skid. The panel shall be furnished with single-point, fused main disconnect switch with through the door handle, each VFD shall be protected by a fused branch compact circuit protector. A 24-volt DC power supply shall be provided for logic, sensors and fan circuitry where necessary. Controller shall feature the following minimum additional components:1.Type II Surge Arrestor with active over-voltage control via metal oxide varistors. Passive surge arrestors are not acceptable.2.Low suction pressure shutdown circuit with auto reset and alarm logging.3.High system pressure shutdown circuit with auto reset and alarm logging.4.System key-logger which records the last 400 keypad entries stored in non-volatile memory. (downloadable)5.Audible alarm with silence push button and alarm log recognition of reset.6.Auto-alternate all pumps automatically on each stand-by cycle.7.Auxiliary relay contacts for all alarm conditions or discreet data monitoring capability.8.Audible and visual indication of low storage tank level, with silence push button. (when optional suction break-tank is used)9.Elapsed time meters, motor voltage, KW and other critical values, portable to system SCADA via discreet communication.10.Pipe Break Alarm with auto-shut down and time/date alarm logging of event.11.Trend chart indicating system pressure and system KW with direct to USB Flash download for the most recent 1-week events, time and date stamped.12.The system shall not require external flow meters or KW monitoring. The system will not implement speed, thermal or time delay means to detect and shut down pumps on a no demand condition as this wastes energy and provides for unnecessary run times.13.System must feature ANSI/ASHRAE/IES Energy Standard 90.1 compliance via either a remote mounted pressure sensor or internal system logic which detects low flow and automatically adjusts set point according to piping losses at the condition with auto reset.14.As per current NEC 2017, Section 409.110, control panel MUST have a listed minimum SCCR value, equal to or greater than the available fault current of the feeder circuit. A coordination study must be completed and furnished by the electrical designer or contractor to verify available fault current against the connected equipment.3.01INSTALLATION A.Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. B.All installation shall be in accordance with manufacturer’s published recommendations.C.Install the system level and in accordance with manufacturer’s published recommendations.D.Locate equipment with allowance for manufacturer's recommended clearances around unit.E.Set entire unit on 4" high reinforced concrete equipment pad. Provide vibration isolators and bolt skid to pad. Structurally connect equipment pad to building slab to prevent movement.F.Pipe discharge from all relief valves, drains and individual pump thermal purge protection solenoid valves, indirectly to floor drain having adequate capacity to accept discharge.G.Provide, Type "L" copper branch feed to the bladder tank (if required) with isolation valve from system distribution main as shown on the Contract Drawings.3.02FACTORY TESTING A.The booster system shall be completely performance tested under project site simulated conditions and shall undergo a complete electric and hydraulic test from 0 to 100% design flow at the factory. The test shall be performed at the estimated site pressure conditions and pre-set to these conditions prior to shipment. Proof of simulated factory testing shall be provided to the engineer/owner. All control devices including transmitters and all safety features shall be factory calibrated and tested. Hydrostatic-only testing is NOT ACCEPTABLE as a true factory flow test.3.03VERIFICATION AND TESTINGA.Verify that the pumps and prime movers have been aligned according to manufacturers’recommendations.B.Test the system performance by verifying the operation of the pumps and system vs. the pump curves, alarms, controls, etc. Testing must include simulated site suction and discharge conditions at system flow.C.Contractor shall inform Owner 48 hours in advance of verification and testing so that Owner’s Construction and Physical Plant personnel may observe, performance verifications, verification of site conditions and testing of system performance, alarms and controls.3.04INSTRUCTIONS AND START-UPA.Provide for the service of a competent factory-trained supervising agent from the pump package manufacturer to inspect the completed installation, start the system and acquaint the operators with the proper operation and maintenance of the equipment.REVISIONSΔDESCRIPTION DATE
Ground Floor T.O. Slab2 1/8"Roof37' -5 5/8"Second Floor18' -9 7/8"Third Floor28' -1 3/4"Third Floor T.O. Wall36' -2 7/8"Building C -First Floor743' -0"PROVIDE INLINE TRAP SEAL CONDENSATE RECEPTOR, TYP.DRAIN PAN, TYP.WH-1FC-11" CND3/4" CND1" CND3/4" CNDFD-1FC-1FC-1FC-1WH-1WH-1WH-1DRAIN PAN, TYP.DRAIN PAN, TYP.DRAIN PAN, TYP.CONCRETECLEANOUTPVC SDR35 SWEEP OR 45°PVC SDR35 TEECAST IRON RISER1P0.02__________L-1WC-1 WH-1T-1S-1WSHR-11/2" DHW1/2" DCW1/2" DCW3/4" DCW1/2" DHW1/2" DCW1/2" DHW1/2" DCWOFFSET SUPPLY LINES FOR S-1 INTO FLOOR JOIST BELOW. 1/2" DHWFC-1FLOOR DRAIN ON GROUND FLOOR ONLYT-1.11" CND3/4" CNDDP-11 1/4" DCWDCVA-1WATER METER3/4" DCW1 1/4" DCWTO HB-2TO HB-1TO EASTERN APARTMENTSTO WESTERN APARTMENTS1/2" DCWDOMESTIC WATER SERVICEProject #DatePRICING SETNOT FOR CONSTRUCTION108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comCOPYRIGHT STREAM COLLABORATIVE/ TAITEM. ALL RIGHTS RESERVEDA1234BCD110 South Albany St.Ithaca, New York 14850ph: 607.277.1118www.taitem.comAs indicated6/22/2021 3:53:55 PMP0.02Plumbing DetailsSTRM01OVERLOOK6/22/21Visum Development Group815 South Aurora StreetIthaca, New York 14850Permit SetBUILDING C1/4" = 1'-0"1Typ. Condensate Riser3/4" = 1'-0"3CLEANOUT1/2" = 1'-0"2Typical Dwelling Unit Domestic Water Supply4Domestic Service IsoREVISIONSΔDESCRIPTION DATE
FD-2FD-1FD-13" W4" W3" W3" W2" W3" W3" W2" W3" W2" WUP3" WUPUPUPUP2" V2" VCO-14" W2" WUP2" WUP4" W729.41COORDINATE LOCATION, INVERT AND HOUSE TRAP WITH SITE UTILITY PLAN MechanicalStair 0WH-1WC-1L-1T-1S-1WSHR-1L-1WC-1WH-1WSHR-1S-1Typical Unit Type 3.2Typical Unit Type 1.1FD-1FD-1FD-21 1/2" V3" W2" W3" W3" W3" W1 1/2" V1 1/4" DCW3/4" DCWFROM ABOVE3/4" DCWFROM ABOVE1" CND1 1/4" DCW3/4" DCWUP TO HB-1UP TO HB-2HB-2DP-12" W1 1/2" V1 1/2" VEBH-1FC-21 1/2" DCWUP741.04COORDINATE LOCATION AND INVERT WITH SITE UTILITY PLAN CO-11 1/2" DCWUP1 1/2" V1 1/2" DCW3" WStair 1S-1T-1L-1WC-1WSHR-1WSHR-1L-1WC-1T-1S-1WH-1WH-1Typical Unit Type 3.4Typical Unit Type 3.3HB-23/4" DCWUP TO HB-1FC-1FC-13" W3" W3" W3" W2" W2" W3" WFC-3CONNECT TO WESTERN APARTMENTS 1 1/4" COLD WATER LINE PROVIDE SHUT OFF ACCESSIBLE WITHIN MECHANICAL CLOSET.741.593" RL741.76COORDINATE LOCATION AND INVERT WITH SITE UTILITY PLAN COORDINATE LOCATION AND INVERT WITH SITE UTILITY PLAN COORDINATE LOCATION AND INVERT WITH SITE UTILITY PLAN 3" RL741.311 1/2" DCW1 1/2" DCWDN3" RL1 1/4" DCWBedroomStair 2L-1WC-1T-1S-1WH-1WSHR-1T-1S-1WC-1L-1WH-1WSHR-1Typical Unit Type 3.4Typical Unit Type 3.33/4" DCWUP TO HB-1OFFSET SUPPLY LINES FOR S-1 INTO FLOOR JOIST BELOW. 3" W3" W1 1/2" V1 1/2" V3" W1 1/2" V3" W1 1/2" V3" RL3" RL3" RL1 1/2" W1 1/2" V3" W1 1/2" VP0.022FC-11 1/2" V2" WTO S-1Project #DatePRICING SETNOT FOR CONSTRUCTION108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comCOPYRIGHT STREAM COLLABORATIVE/ TAITEM. ALL RIGHTS RESERVEDA1234BCD110 South Albany St.Ithaca, New York 14850ph: 607.277.1118www.taitem.com1/8" = 1'‐0"6/22/2021 3:54:00 PMP1.00Underslab, Ground,First, Second FloorPlanSTRM01OVERLOOK6/22/21Visum Development Group815 South Aurora StreetIthaca, New York 14850Permit SetBUILDING C1/8" = 1'-0"1Underslab Plumbing Plan1/8" = 1'-0"2Ground Floor Plumbing Plan1/8" = 1'-0"3First Floor Plumbing Plan1/8" = 1'-0"4Second Floor Plumbing PlanP1.00 GENERAL NOTES1. PROVIDE CONDENSATE RECEPTOR FOR EACH DWELLING UNIT. REFER TO TYPICAL CONDENSATE RIDER DETAIL P0.02/1, OFFSET WHEN NECESSARY.2. PROVIDE DOMESTIC WATER SUPPLY CONNECTION IN EACH DWELLING UNIT. REFER TO TYPICAL DWELLING UNIT DOMESTIC SUPPLY P0.02/2.3. CONNECT CONCEALED CPVC CONDENSATE LINES FOR COMMON SPACE FAN COILS FC-2 AND FC-3 TO NEAREST CONDENSATE RECEIVER. 4. PROVIDE WALL CLEANOUTS AT THE BASE OF EACH SNAITARY AND STORM RISER 1' AFF.REVISIONSΔDESCRIPTION DATE
Stair 3T-1L-1WC-1WH-1WSHR-1S-1L-1WC-1T-1S-1WH-1WSHR-1Typical Unit Type 3.4Typical Unit Type 2.4UP TO HB-1RD-3RD-23" RL3/4" DCW1 1/2" V1 1/2" V3"VTR3" RL1 1/2" V1 1/2" V1 1/2" V3"VTR1 1/2" V1 1/2" V1 1/2" V1 1/2" V3"VTRFC-2RDN-23" RL2" RLTO S-11 1/2" W2" RLHB-1RD-1RD-1RD-13"VTR3"VTR3"VTR3" RL3" RL3" RLRDN-1RDN-1RDN-13" RL3" RLProject #DatePRICING SETNOT FOR CONSTRUCTION108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comCOPYRIGHT STREAM COLLABORATIVE/ TAITEM. ALL RIGHTS RESERVEDA1234BCD110 South Albany St.Ithaca, New York 14850ph: 607.277.1118www.taitem.com1/8" = 1'‐0"6/22/2021 3:54:05 PMP1.01Third Floor and RoofPlanSTRM01OVERLOOK6/22/21Visum Development Group815 South Aurora StreetIthaca, New York 14850Permit SetBUILDING C1/8" = 1'-0"1Third Floor Plumbing1/8" = 1'-0"2Roof Plumbging PlanP1.01 GENERAL NOTES1. PROVIDE CONDENSATE RECEPTOR FOR EACH DWELLING UNIT. REFER TO TYPICAL CONDENSATE RIDER DETAIL P0.02/1, OFFSET WHEN NECESSARY.2. PROVIDE DOMESTIC WATER SUPPLY CONNECTION IN EACH DWELLING UNIT. REFER TO TYPICAL DWELLING UNIT DOMESTIC SUPPLY P0.02/2.3. CONNECT CONCEALED CPVC CONDENSATE LINES FOR COMMON SPACE FAN COILS FC-2 AND FC-3 TO NEAREST CONDENSATE RECEIVER. REVISIONSΔDESCRIPTION DATE
WH-1DP-1 OUTLETDP-1 INLETCONNECT TO FIRST FLOOR DWELLING UNIT COLD WATER MANIFOLD.HB-2HB-2HB-13/4" DCW1" DCW1 1/4" DCW1 1/4" DCW3/4" DCW1 1/4" DCW1/2" DCW3/4" DCW3/4" DCW3/4" DCW1/2" DCW1 1/4" DCW1" DCW3/4" DCW1/2" DHW1/2" DCW1/2" DHW1/2" DCW1/2" DCW1/2" DHW1/2" DHW1/2" DCWGROUND FLOORGROUND FLOORFIRST FLOORFIRST FLOORSECOND FLOORSECOND FLOORTHIRD FLOORTHIRD FLOORT-1WC-1L-1WSHR-11 1/2" DCW3"VTR3"VTR3"VTR1 1/2" V2" WAAV1 1/2" V3" W3" V2" W2" W3" W3" W3" W1 1/2" W3" W3" W3" W3" W3" W3" W3" W1 1/2" W2" W3" W3" W2" W1 1/2" VS-1T-1WC-1FD-1L-1WC-1T-1S-1L-1WSHR-1WSHR-1WSHR-1WSHR-1WC-1L-1FD-1FD-2T-1S-1L-1WC-1S-14" WCO-11 1/2" W4" W3" W2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" V1 1/2" VFLOORS ABOVE SIMILARFLOORS ABOVE SIMILARFLOORS ABOVE SIMILAR4" W2" RLRD-3RD-2RDN-2RD-1RDN-1RD-1RDN-13" RL3" RLRD-1RDN-13" RLDOWN TO 1ST FLOOR STORM SEWER CONNECTIONS2" RL3" RL3" RL2" RLProject #DatePRICING SETNOT FOR CONSTRUCTION108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comCOPYRIGHT STREAM COLLABORATIVE/ TAITEM. ALL RIGHTS RESERVEDA1234BCD110 South Albany St.Ithaca, New York 14850ph: 607.277.1118www.taitem.com6/22/2021 3:54:08 PMP2.00Sanitary, Storm andDomestic IsometricsSTRM01OVERLOOK6/22/21Visum Development Group815 South Aurora StreetIthaca, New York 14850Permit SetBUILDING C1Domestic Water Supply Isometric2DWV IsometricFLOORS ABOVE SIMILARREVISIONSΔDESCRIPTION DATE3RAIN LEADER ISOMETRIC