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HomeMy WebLinkAbout43656-Z Town of Southold 3/2/2020 a - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41106 Date: 3/2/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 44030 Route 25, Peconic SCTM#: 473889 Sec/Block/Lot: 75.-6-6.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/16/2019 pursuant to which Building Permit No. 43656 dated 4/16/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with brick stoops and brick patio as applied for. The certificate is issued to Singer, Samuel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0031 2/12/2020 ELECTRICAL CERTIFICATE NO. 43656 2/27/2020 PLUMBERS CERTIFICATION DATED 2/12/2020 tti Plumbing 1 ho ' ed i ature yrrZzr' SUFF04cpG� Town of Southold 8/18/2020 0 P.O.Box 1179 53095 Main Rd oy o�c4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41359 Date: 8/18/2020 THIS CERTIFIES that the building GENERATOR Location of Property: 44030 Route 25,Peconic SCTM#: 473889 Sec/Block/Lot: 75.-6-6.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/16/2019 pursuant to which Building Permit No. 43656 dated 4/16/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessM generator as applied for. The certificate is issued to Singer, Samuel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43656 2/27/2020 PLUMBERS CERTIFICATION DATED Autho ' ed Signature SO Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q sean.devlin(a_town.southold.nV.us Southold,NY 11971-0959 y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Samuel Singer Address: 44030 Route 25 city.Peconic st: NY zip: 11958 Building Permit#: 43656 Section: 75 Block. 6 Lot. 6.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wildwood Electric License No: 4836-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 89 Ceiling Fixtures 29 Bath Exhaust Fan 9 Service 3 ph Hot Water GFCI Recpt 23 Wall Fixtures 31 Smoke Detectors 4 Main Panel 200X2 A/C Condenser 4 Single Recpt Recessed Fixtures 26 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt Ceiling Fan Combo Smoke/CO 4 Transfer Switch 400A UC Lights 42' Dryer Recpt 30Ax2 Emergency Fixtures Time Clocks Disconnect Switches 100 4'LED 15 Exit Fixtures 11 Pump Other Equipment: Roburn-2, Floor Heat-8, Dual Fuel Oven, Fridge, Freezer, Mini Fridge, Dryer-2, Washer-2, Hood, DW-2, 240 Zender Air Filter- 2, Sump-2, 38kW Kohler Generator Notes: House and Generator Inspector g ector Si nature: ��-�- Date: February 27, 2020 S.Devlin-Cert Electrical Compliance Form.xls Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following. A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. /1 Aa c y 2 2020 New Construction. Old or Pre-existing Building: (check one) Location of Property: q40-30 /21— 2.5- ,c House No. Street Hamlet Owner or Owners of Property: �14­11 KEL SiA1lrC`�Z Suffolk County Tax Map No 1000, Section 75- Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ p cant Signature �o�a0f SOUTyO� H O O � # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)( �CWTCK [ ] CODE VIOLATION ] PRE C/O REMARKS: f7AtA-U DATE INSPECTOR TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO_ Check Septic Form N.Y.S.D E C. Trustees C.O.Application ( Flood Permit Examined 120 1 Single&Separate l Truss Identification Form i M A R - 3 2020 Storm-Water Assessment Form Contact: Approved 120 Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date MARC" 2 , 2020 INSTRUCTIONS a.This application MUST be completely filled to by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee-according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a-Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. i�a1��h P�►sS�N o,,..►a /'Vi���Dwyc�l�Et.�c��L.. (Signature of applicant or name, if a corporation) sop', WA-D1N-C: t2IV,01, 4.11742. \ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician plumber or builder ELCC14/C I A-iV W(«yJoo D r—LE7C-Yz"J:-t,1C Name of owner of premises S?rMt►�l. S i c�9 GE 2 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: qLl03n 12 i 2' 7e-co fv House Number Street Hamlet County Tax Map No. 1000 Section Block ©(10 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SiN&L.E F"-ly DwELLtNU W ITHnv'F `NC�zA'ror� b. Intended use and occupancy S 1%\➢&LC f=or AV '-%DW E-LLA tJ & W I DA L'N 02.pl�2 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 60v&-mAl-ba :17"5 r'ALL (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units j Number of dwelling units on each floor If garage, number of cars i•' 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Fortner Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of premisessik Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BYEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO / * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to snake and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public Signature of Applicant BUILDING DEPARTMENT- Electrical Inspector w = TOWN OF SOUTHOLD , LIAR - 3 2020 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959, > ` Telephone (631) 765-1802 - FAX (631) 765-9502 ro ;err -southoldtownny.gov- s®and D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3--3-2c) Company Name: iLDWvo'0 CLCQTZ\c- �. Name: License No.: email: - ,� ;I LbW o©n E LrL crA I c a e-ar�\ Address: , Q _ 8C>8 �V�►>>� --P, az k1u. 11197 Phone No.: 0 F-(:+c631-- 9Z9-qZI 9 C-4-Lt 63/- 236- ZZ i JOE SITE INFORMATION (All Information Required) Name: Sctrv%ue-L- Sw(3 ie Address: Liq p •3C) R-1 25 E-601 fl C- Cross Street: Phone No.: Bldg.Permit#: I (ca o email: Tax Map District: 1000 Section: Block: 0(e, Lot: 61 1 BRIEF DESCRIPTION OF WORK (Please Print Clearly) 38 Kw I<ohle.�z LP &A-s G-e-N fz� SoziAL-rm- 3a c-q P Circle All That Apply: Is job ready for inspection?: YES NO Rough In incl Do you need a Temp Certificate?: YES CN-Q-) Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: 100 A #Meters�_ Old Meter# ew Service Fire Reconnect- Flood Reconnect- Service Reconnected Under round Overhead # Underground Laterals 1 2 Frame Pole Work done on Service? Y N Additional Information: _ 1AISPC4��7oC 2d F7CC 235 PAYMENT DUE WITH APPLICATION �c �Q _ Request for Inspection FormAs `� C , Kohler,Wisconsin 53044 USA Phone 9 NLER, Model 3 V R C LB Phone 920-44 57-4441, Fax 920-459-1646 i For the nearest sales and service outlet In the US and Canada,phone 1-800-544-2444 KOHLERPower.com Multi-Fuel • • Additional RDC2 Controller Features Available Options, Continued Natural Gas/LPG • Diagnostic messages Starting Aids§ 090U1 Standard Features o Displays diagnostic messages for the engine, generator, C] Block Heater, 120 V, 1 Ph Model RXT transfer switch, programmable interface ❑ Block Heater,240 V, 1 Ph 'A • Kohler Co. provides one-source responsibility for the management device module (PIM), and load " '° S1�tv',S ( ) ❑ Oil Pan Heater, 120 V, 1 Ph NATJRNAVY RMSFERER generating system and accessories. o Over 70 diagnostic messages can be displayed • Maintenance reminders ❑ Oil Pan Heater,240 V, 1 Ph • The generator set and its components are prototype-tested, --•," n -; factory-built, and production-tested. § One block heater or oil pan heater is recommended for ambient wsp Y • System settings temperatures below 0°C 32°F At temperatures below 18°C 0°F , / p ( ) p ( ) • The generator set accepts rated load in one step. installation of both heaters is recommended o System voltage,frequency, and hase ,k :" •" „sts k • A standard five-year or 2000 hour limited warranty covers all Y 9P h �dy m o Voltage adjustment systems and components. g I Automatic Transfer Switches and Accessories .� p o Measurements stem, English or metric .:- '` '°: s• - • Quick-ship QS models with selected features are available. Y 9 ❑ Model RDT Automatic Transfer Switch x. FA . .,> - .. p ( ) • ATS statusModel RXT ATS required)( q ) ❑ Model RXT Automatic Transfer Switch � ��'4 �` � �. � � � - =� See your Kohler distributor for details. o Source availabili a M w z� � ty ❑ Model RXT Automatic Transfer Switch with Combined _. s ., :. • Meets 291 kph (181 mph)wind load rating. o ATS position (normal/utility or emergency/generator) Interface/Load Management Board 9 ro ..T. "` ;: F? �. . :' x. a:r • RDC2 Controller o Source voltage and frequency ❑ Load Shed Kit for RDT or RXT "'u o One digital controller manages both the generator set and 9 q Y Power Relay Modules use u to 4 relay modules for each < ` • ATS control (Model RXT ATS required) ❑ y ( p y � °��. ��. ,•«.. transfer switch functions (with optional Model RXT o Source voltage and frequency settings load management device) • • transfer switch) o Engine start time delay Miscellaneous o Designed for today's most sophisticated electronics. o Transfer time delays ❑ Rated Power Factor Testing o Electronic speed control responds quickly to varying o Fixed pickup and dropout settings Literature household demand. o Voltage calibration The Kohler® Advantage o Digital voltage regulation protects your valuable 9 ❑ General Maintenance Literature Kit g electronics from harmonic distortion and unstable power • Programmable interface module (PIM) status displays ❑ Overhaul Literature Kit • High Quality Power quality. o Input status (active/inactive) ❑ Production Literature Kit Kohler home generators provide advanced voltage and o Two-line, backlit LCD screen is easy to read in all lighting o Output status (active/inactive) Warranty frequency regulation along with ultra-low levels of conditions, including direct sunlight and low light. • Load control menus ❑ Extended 5-Year/2000 Hour Comprehensive Limited Warranty harmonic distortion for excellent generator power quality to • Engine Features o Load status protect your valuable electronics. o Powerful and reliable 2.2 L turbocharged liquid-cooled Other Options engine o Test function ❑ • Extraordinary Reliability Kohler is known for extraordinary reliability and o Electronic engine management system Generator Set Standard Features F1KohlerSimple field conversion between natural gas and LPG • Aluminum sound enclosure with enclosed silencer 2000 hour limited warrantyperformance and backs that up with a premium five-year or fuels while maintainin. g emission certification. • Battery rack and cables Dimensions and Weights • Innovative Cooling System • Electronic, isochronous governor Overall Size, L x W x H,mm (in) 1880 x 836 x 1169 • All-Aluminum Sound Enclosure o Electronically controlled fan speeds minimize generator (74 x 32 9 x 46.0) set sound signature. • Flexible fuel line • Quiet Operation • Certifications Shipping Weight,wet, kg(lb.): 621 (1370) Kohler home generators provide quiet, neighborhood-Gas fuel system (includes fuel mixer, electronic secondary g p q g o The 60 Hz generator set engine is certified by the as regulator,two as solenoid valves, and flexible fuel line Weight includes generator set with engine fluids, sound enclosure, friendly performance. 9 9 9 9 9 9 Environmental Protection Agency (EPA)to conform to the between the engine and the skid-mounted fuel system silencer,and packaging. New Source Performance Standard (NSPS)for stationary components) • • spark-ignited emissions. • Integral vibration isolation o UL 2200/cUL listing is available (60 Hz only). • Line circuit breakero CSA certification is available (60 Hz only). • Oil drain extension T o Accepted by the Massachusetts Board of Registration of • OnCue@ Plus Generator Management System H Plumbers and Gas Fitters. • Approved for stationary standby applications in locations • operation and installation literature Generator Set Ratings served by a reliable utility source. • RDC2 controller with built-in battery charger • Standard five-year or 2000 hour limited warranty Standby Ratings L Bpi Gas LPG Available Options Alternator Voltage Ph Hz kW/kVA Amps kW/kVA Amps w Approvals and Listings NOTE.This drawing is provided for reference only and should not be 4E8 3 120/240 1 60 38/38 158 38/38 158 used for planning Installation Contact your local distributor for more 120/208 3 60 38/47 132 38/47 132 L) UL 2200/cUL Listing(60 Hz only) detailed information ❑ CSA Approval(60 Hz only) DISTRIBUTED BY. 127/220 3 60 38/47 125 38/47 125 120/240 3 60 38/47 114 38/47 114 Controller Accessories 4D8.3 277/480 3 60 38/47 57 38/47 57 ❑ Lockable Emergency Stop(lockout/tagout) 220/380* 3 50 30/38 58 31/39 59 ❑ Programmable Interface Module(PIM) (provides 2 digital inputs and 6 relay outputs) 230/400 3 50 30/38 55 31/39 56 240/416* 3 50 30/38 53 31/39 54 Electrical System • ; * 50 Hz models are factory-connected as 230/400 volts. Field-adjustable to 220/380 or 240/416 volts by an authorized service technician ❑ Battery RATINGS All three-phase units are rated at 0 8 power factor All single-phase units are rated at 10 power tactor Due to manufacturing variations,the ratings tolerance is-t5% Standby Ratings Standby ❑ Battery Heater ratings apply to installations served by a reliable utility source The standby rating is applicable to varying loads with an average load factor of 80%for the duration of a power outage No overload capacity is specified for this rating Ratings are in accordance with ISO-3046/1,BS 5514,AS 2789,and DIN 6271 GENERAL GUIDELINES FOR DERATING Attitude Derate 1 31/.per 100 m(328 ft)elevation above ©2016,2018 by Kohler Co All rights reserved 200 m(656 ft) Temperature Derate 3 0%per 10°C(18°F)temperature above 25°C(77°F) Availability is subject to change without notice The generator set manufacturer reserves the right to change the design or specifications without notice and without any obligation or liability whatsoever Contact your local Kohler generator distributor for availability G4-262 (38RCLB) 7/18b G4-262 (38RCLB) 7/18b Alternator Specifications Application Data Specifications Alternator • NEMA MG1, IEEE, and ANSI standards compliance for Cooling RDC2 Controller Manufacturer Kohler temperature rise and motor starting. Radiator System 60 Hz 50 Hz Exciter type Brushless,Wound-Field • Sustained short-circuit current of up to 300%of the rated Ambient temperature, °C(°F) 45(113) Leads quantity,type current for up to 10 seconds. Engine jacket water capacity, L(gal.) 2 65(0 7) 0 04E8.3 4,120/240 Radiator system capacity,including7F] v,nese 240 Z 0 • Sustained short-circuit current enabling downstream circuit engine, L al. 13 2 3 5 o F eq so otlz O 4D8.3 12,Reconnectable 9 9 (gal.) ( ) p Voltage regulator Solid State,Volts/Hz breakers to trip without collapsing the alternator field. Water pump typeCentrifugal 999 0 ( ©� Material Class H Fan diameter,mm(in) qty 3 9 406 16) , D V • Self-ventilated and drip-proof construction. Fan ower requirements(powered b Temperature rise Flexible C,Standby P q (P Y Bearing:quantity,type 1,Sealed • Windings are vacuum-impregnated with epoxy varnish for engine battery charging alternator) 12VDC, 18 amps each Coupling Flexible Disc Unbalanced load capability 100%of Rated Standby dependability and long life. Operation Requirements Current • Superior voltage waveform from a two-thirds pitch stator and Air Requirements 60 Hz 50 Hz The RDC2 controller provides integrated control for the One-step load acceptance 100%of Rating skewed rotor. Radiator-cooled cooling air, generator set, Kohler@ Model RXT transfer switch, Peak motor starting kVA- (35%dip for voltages below) • Total harmonic distortion (THD)from no load to full load with m3/min (scfm): 51 (1800) 51 (1800) programmable Interface module (PIM), and load management. 240 V 4E8 3(4 lead) 74 (60 Hz) a linear load is less than 4%. Combustion air,m3 min. (cfm) 2.1 (74) 1 8(64) The RDC2 controller's 2-line LCD screen displays status 480 V,380 V 4D8.3(12 lead) 120(60Hz) 88(50Hz) Air over engine,m /min (cfm) 25(900) 25(900) Air density=1.20 kg/m3(0.075 Ibm/ft3) messages and system settings that are clear and easy to read, even in direct sunlight or low light. Application Data Fuel Consumption_ Natural Gas,m3/hr.(cfh)at%load 60 Hz 50 Hz RDC2 Controller Features Engine Exhaust 100% 139 (492) 116 (409) 9 Membrane keypad Engine Specifications 60 Hz 50 Hz Exhaust System 60 Hz 50 Hz 75% 114 (404) 95 (335)® 50% 93 (327) 7.8 (275) ° OFF,AUTO, and RUN push buttons Manufacturer Kohler Exhaust manifold type Dry 25% 5 8 (205) 4 8 (169) o Select and arrow buttons for access to system Engine:model,type Residential Powertrain Exhaust temperature at rated kW,dry- - Exercise 34 (121) 28 (99) configuration and adjustment menus KG2204T,2 2 L,4-Cycle exhaust, °C(°F) 633(1171) Turbocharged Maximum allowable back pressure, LP Gas,m3/hr.(cfh)at%load 60 Hz 50 Hz • LED indicators for OFF,AUTO, and RUN modes Cylinder arrangement In-line 4 kPa(in Hg) 75(2.2) 100% 5.6 (197) 47 (166) • LED indicators for utility power and generator set source Displacement, L(cu in 2.2(134.25) 75% 45 (160) 38 (134) availability and ATS position (Model RXT transfer switch Bore and stroke,mm (in) 91 x 86(3 5 x 3.4) Fuel 50% 3.2 (114) 27 (95) required) Compression ratio 1051 Fuel System 25% 2.1 (75) 1 8 (64) . LCD screen Piston speed, m/min (ft/min.) 310(1016) 258(847) Exercise 1 2 (41) 1 0 (35) o Two lines x 16 characters per line Main bearings quantity,type 5, Iain alloy steel Fuel type Natural Gas or LPG s 3 9 q Y YP P Y T Nominal Fuel Rating Natural gas,37 MJ/m (1000 Btu/ft ) Rated rpm 1800 1500 Fuel supply line inlet 1 in NPT 3 3 o Backlit display with adjustable contrast for excellent p LP Vapor,93 MJ/m (2500 Btu/ft ) Max.power at rated rpm,kW(HP) Natural gas fuel supply pressure,kPa visibility in all lighting conditions LPG 47.8(64.1) NA (in H2O) 1 24-2 74(5-11) LP vapor conversion f actors • Scrolling system status display Natural Gas 47.6 63.9 NA LPG vapor withdrawal fuel supply ( ) Cylinder head material Cast Iron pressure,kPa(in H2O) 1.24-2 74(5-11) 0.535 m3=1 kg o Generator set status Piston type and material High Silicon Aluminum Fuel Composition Limits Nat.Gas LP Gas* 36 39 ft 3=1 gal o Voltage and frequency Crankshaft material Nodular Iron Methane,%by volume 90 min. — o Engine temperature Sound Enclosure Features o Oil pressure Valve(exhaust)material Forged Steel Ethane,%by volume 4 0 max — Governor type Electronic Propane,%by volume 1 0 max. 85 min • Sound-attenuating enclosure uses acoustic insulation that o Battery voltage Frequency regulation,no-load to Propene,%by volume 01 max 5.0 max. meets UL 94 HF1 flammability classification and repels o Engine runtime hours full-load Isochronous C4 and higher,%by volume 0.3 max 2.5 max. moisture absorption. • Date and time displays Frequency regulation,steady state t1 0% Sulfur,ppm mass 25 max Frequency Fixed Lower heating value, • Internally mounted critical silencer. • Smart engine cooldown senses engine temperature Air cleaner type Dry MJ/m3(Btu/ft3),min. 33 2(890) 84 2(2260) • Skid-mounted, aluminum construction with two removable • Digital isochronous governor to maintain steady-state speed * Fuels with other compositions may be acceptable If your fuel is access panels. at all loads Engine Electrical outside the listed specifications,contact your local distributor for • Fade-,scratch-, and corrosion-resistant KohlerO cashmere • Digital voltage regulation: ±1 0% RMS no-load to full-load Engine Electrical System further analysis and advice. powder-baked finish. • Automatic start with programmed cranking cycle Ignition system Electronic Sound Data • Programmable exerciser can be set to start automatically Lubrication 9 Y on Battery charging alternator any future day and time, and to run every week or every two Ground(negative/positive) Negative Lubricating System Model 38RCLB 8 point logarithmic average sound levels are weeks Volts(DC) 14 Type Full Pressure Ampere rating 90 oil pan capacity, L(qt) 4 2(4 4) 54 dB(A) during weekly engine exercise and 61 dB(A) during • Exercise modes Starter motor rated voltage(DC) 12 oil added during oil change(on average), full-speed generator diagnostics and normal operation. For o Unloaded exercise with complete system diagnostics Battery,recommended rating for-18°C(0°F) L(qt.) 33 (3.5) comparison to competitor ratings,the lowest point sound levels o Unloaded full-speed exercise Qty.,cold cranking amps(CCA) One,630 oil filter quantity,type 1,Cartridge are 52 dB(A) and 60 dB(A) respectively* o Loaded full-speed exercise (Model RXT ATS required) Battery voltage(DC) 12 Oil cooler Remote All sound levels are measured at 7 meters with no load. • Front-access mini USB connector for SiteTech- connection Battery group size 24 Lowest of 8 points measured around the generator Sound levels at other points around generator may vary depending on installation parameters • Integral Ethernet connector for Kohler@ OnCue@ Plus • Built-in 2.5 amp battery charger • Remote two-wire start/stop capability for optional connection ® • of a Model RDT transfer switch See additional controller features on the next page. G4-262 (38RCLB) 7/18b G4-262 (38RCLB) 7/18b PROM ICED BY AN Al ITODESK Ent ]CATIONA1 PRODI ICT SURVEY OF PROPERTY p� � ✓Qv� pP -�, SITUATE ° `� PECONIC d° � 6o % a Na so yy o� �Z�,x 000s '" o � TOWN OF SOUTHOLD o FEF 1 SUFFOLK COUNTY, NEW YORK 11 � \\ a CO. S.C. TAX No. 1000-75-06- 6. 1 j o o KEY MAP • p o� ti �`� �+ "vo = o o rn SCALE 1"=200' SCALE 1 "=309 9y• A o \\ ��, o 0 FEBRUARY 1 , 2015 X .���?!oi �, ;C DECEMBER 2, 2015 ADD PROPOSED HOUSE �� o #c z FEBRUARY 10, 2016 REVISED PROPOSED HOUSE AL APRIL 9, 2016 REVISE SITE PLAN APRIL 14, 2016 REVISE WETLAND BUFFER & PROP. DOCK d CP < MAY 4, 2016 ADD FLOOD ZONES zN'' JULY 12, 2016 REVISE DRIVEWAY JULY 23, 2016 REVISE DOCK N 2 X66' p8'00 y os �° SEPTEMBER 15, 2016 REVISE UTILITIES �� 5 7171,81 c� "r OCTOBER 25, 2016 ADD STORMWATER NOTES „ Ex DECEMBER 15, 2016 REVISE DRIVEWAY 067 MAY 1, 2018 FOUNDATION LOCATION DECEMBER 5, 2017 STAKE HOUSE & BARN FOUNDATIONS JANUARY 1, 2020 FINAL SURVEY " o 1 AA, 0. 1 a01 r TOTAL AREA 952,793 sq. ft. 21 p Ir ��'� % 1 CERTIFIED T0: o , SAMUEL SINGER GOLDMAN SACHS BANK USA STEWART TITLE INSURANCE COMPANY ADVOCATES ABSTRACT, Inc. J N tTl OI\ 0 � r pates AL c� , Z � AL o + N 00'25'22" E 41 102.85' a SEPTIC SYSTEM -TIE-MEASUREMENTS - - - - AL ? AL `\� r HOUSE HOUSE x z2 - , CORNER FA CORNER m 1zo <`nx o SEPTIC TANK IL �� N, � r COVER 54' 28' LEACHING POOL wJ= max COVER 1 56' 40' O ALS ' N W "� W s' j o LEACHING POOL 12 3o„ o f fCOVER 2 72.5' 52' 499 22, � o o a 12 50'17” E o LEACHING POOL 67' 39.5' COVER 3' 146.62 f o -0 o a p p M AL N i O 4 1 N�w 'v` o$ a to 1 iC to 1 to '9 AL Ak G> AL 3 At o o EDGE OF , a Z I WOOOS N o � �• ALAL I of 1 AL ,yoL ylc y1 S � AREA OF DETAIL / 1 r \ W000 T1E - OF UN � ILL LL \ 1 1 �/ �o o m j •• " �L �' �L ,.: •,. 15) •-•r - -•' WATER UNE.,. yl'" m n 45.3' m /� •• ••�.v d y v. !,• ELEC r 4.0' OGW • v: cc c• ILL 1.11, / 70 °� - •° ' : • �! to Aj / N . .• O 4, ., oa ••• Iy .j` 32.3 GA T WIRE ' Ag o m POS me / Q�� l y � "= A` 45.3 ; � ..••: � I O BRICK � STEPS .r .'• .'•.\-.4. A ° TT'r1 O '` ` �'-� � •�.r•' •GRAS'Wa-K ?'� TPC w 0 EU- \ \ y K 9 pR rW \• � v 32.3 CSS p Or4WO 2D' 1 2 / �OOLS ••: ra OGRFV� � ` L 2 \ o + T% f* \ + 1',•'�i EDGE OF CLEARING 1 So, \ 1 os 'I5 VV_G fN(.,A NPNoN a1F�R aR�p \, �. 1 1 - - --- - - '--- ot3 by 0G- off` ry \ � Jp•�QP PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. A LI 1 N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITIONTO THIS Nathan Taft Corwin / SECTION 720R9 OFSTHE VNEWTION YORK STATE Surveyor III EDUCATION LAW. Land Survyor COPIES OF THIS SURVEY MAP NOT BEARING V V THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Titre Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 TOWN OF SOUTHOLD r� �o�suFFa�,r�oG y� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �� � SOUTHOLD, NY BUILDING PERMIT ` (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43656 Date: 4/16/2019 Permission is hereby granted to: Singer, Samuel 515 E 72nd St Apt 17G New York, NY 10021 To: Construct a new single family dwelling as applied for per SCHD, Trustees, and DEC NJ letter. Replaces BP# 41278 At premises located at: 44030 Route 25, Peconic SCTM #473889 Sec/Block/Lot# 75.-6-6.1 Pursuant to application dated 4/16/2019 and approved by the Building Inspector. To expire on 10/15/2020. Fees: PERMIT RENEWAL $1,414.20 Total: $1,414.20 Y� Building Inspector �gOEEDd,{� TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE o . SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41278 Date: 1/10/2017 Permission is hereby granted to: Singer, Samuel 515 E 72nd St Apt 8B New York, NY 10021 To: construct a new single family dwelling as applied for per SCHD, Trustees, and DEC NJ letter. At premises located at: 44030 Route 25, Peconic SCTM # 473889 Sec/Block/Lot# 75.-6-6.1 Pursuant to application dated 11/9/2016 and approved by the Building Inspector. To expire on 7/12/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,828.40 CO - WELLING $50.00 otal: $2,878.40 Building Inspector sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 �` y C®wn� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Samuel Singer Address: 44030 Route 25 city Peconic st: NY zip: 11958 Budding Permit#. 43656 Section: 75 Block. 6 Lot. 6.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Wildwood Electric License No: 4836-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 89 Ceiling Fixtures 29 Bath Exhaust Fan 9 Service 3 ph Hot Water GFCI Recpt 23 Wall Fixtures 31 Smoke Detectors 4 Main Panel 200X2 A/C Condenser 4 Single Recpt Recessed Fixtures 26 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 42' Dryer Recpt 30AX2 Emergency FixturesTime Clocks Disconnect ri Switches 100 4'LED 15 Exit Fixtures Pump Other Equipment: Roburn-2, Floor Heat-8, Dual Fuel Oven, Fridge, Freezer, Mini Fridge, Dryer-2, Washer-2, Hood, DW-2, 240 Zender Air Filter- 2, Sump-2 Notes. House Inspector Signature: Date: February 27, 2020 S Devlin-Cert Electrical Compliance Form.xls ` ,, . '.i'. �t:V,�•.,,PrrnAy y; s..t�;;••t}f�L. '. ' "4;• , so : Telephone(631)765-1802 P.O.Bor 1179 Rax MAI)96{.2609 ' ... .. ." ,�,. � �' . Southold,NY 11971-0959 ' BUUMING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION ' Date: Building Permit No. ,7w Owner: 6Gld1 " (Please print FEB 1 8 2020 Plumber: P ,40,,� (Please print) 4 I certify that the solder used,in the water supply system contains less than 2/10 of I% lead, ,f/ 9LI4�& lum (Pbers Signature) Sworn to before me this day of Fir 202b_ ' CHELSEA L. CHALONE .. Notar0ubi1c, State of'New Registration#01CH6287106 k Qualified in Suffolk G ount Commission:E ire _ s,A , 20ug, 5, 20 Notary Public3,040\� County, - SOUTyOIo �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: UV �6h) F"V-VVN sv" to c4o) _5 Ajvjl 4 DATE INSPECTOR ti l2,95 SOF SOUIy couff®ri, �o� olo N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [Vf FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK • DATE / INSPECTOR � Y OF SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPEC P ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ rE UNDATION 2ND [ ] INSULATION A /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING, REMARKS: Loo � c y DATE INSPECTOR /wu pF 50Ulyolo * * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,N�' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION K.ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTORo� oF souryOlo # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR cou 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAP. FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE ARKS: JA DATE INSPECTOR E 50Ulyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycourma�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] jRdUGH PLSG. [ ] FOUNDATION 2ND [Vf INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIR RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [[Y ECTRICAL (FINAL) [ ] CODE VIOLATION ••11 [ CAULKING e W �'� V� REMARKS: ®�cN VO V!&g- S• 14 Qr N vJfA,� rl&D/ A- koke--, We--p 6 I�vl� �O (�c�II-%- Dins &4 4L Im.." urp v 4h vi -c t, coi&t--, DATE fJ INSPECTOR # # TOWN OF SOUTHOLD BUILDINGDEPT:_ 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. - [ ] "FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) { [ ] ELECTRICAL (FINAL) [ ] CODE VI ATI [ PRE C/O RE RK C., � V ADATE INSPECTOR SOUTLi ` 1 ap 20 M ./ �� d t A # TOWN OF SOUTHOLD BUILDING-DEPT. cou765-1802 E TI �N - INSP C O [- ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ],. ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O REMARK OA exlmb,�- J, fo zonT S- DATE INSPECTOR BuNding Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 44030 Main Road,Pecome Test Date 2/24/2020 Building Permit#: 41278 Compliance Pathway Performance Test Completed by : Christopher Silvia ,Y RESNET Rater ID# 4150294 Home Energy Soluttons`-', FEB 2 7 2020 NATE ID# 187 East Main Street ICG ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑Conditioned Crawl Space ist 3070 30700 FZ] sealed Attic 2nd 1908 21053 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 6993 area' es areas w ere the ceiling height is less than 5 Total Volume 58746 CFM @50 pa 2832 Air changes/hr@50 2.89 ® Code Compliance: Pass N 77 77 Duct Tightness: Post Construction Telsf4othJ Duct Leakage System-1: 1st Floor Duct Location Basement ---------=---------------- Floor Area 2271 Leakage CFM @ 25pa 81 CFM/100 ft2 CFA 3.57 Code Compliance: Pass System-2: Master Suite Duct Location Basement --------------•----------- Floor Area 799 Leakage CFM @-25pa 3fl CFM/100 ftZ CFA 3.88 Code CompHance:1 Pass System-3: 2nd Floor Duct Location Conditioned Space •-------------------•----- Floor Area 960 Leakage CFM @25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: fay -� �-~ Date: 2/24/2020 Christopher Silvia,Home Energy Solutions f, I--` l FEB 2 7 2020 Additional HVAC System System-4: 2nd Floor Duct Location Conditioned Space -------------------------- Floor Area 948 Leakage CFM @ 25pa N/A CFM/100 ft'CFA N/A Code Compliance: Exempt System-5: Duct Location .......................... Floor Area Leakage CFM @ 25paCFM/100 ft'CFA Code Compliance: N/A System-6: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: N/A System-7: Duct Location -------------------------- Floor Area Leakage CFM @ 25paCFM/100 ftz CFA Code Compliance: N/A System-8: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa�� CFM/100 ft2 CFA Code Compliance: ;;,,. °I %A,,a; System-9: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: ; /A`,<< Building Envelope tightness has been verified using instruments and procedures specified in ASHARE/ASTM E779 as required by the NYECCC 2010,Section 402.4.2.1.The building duct and plenum system has been verified using instrumets and procedure specified in ANSI/ASHARE 152 and ASTM EIS54 Test Method A as required by NYECCC 2010,Section 403.2.2. Signature: Date: 2/24/2020 Chris Silvia,home Energy Solutions NEW YORK HOME ENERGY SOLUTION INSPECTION FORM DATE 2 ZLl Zb ENERGY STAR APPS CES ��S BUILDER �� �. D�L�►�^�--� ❑ Refrigerator Kwh C.V. Address R-A ❑ Dishwasher ❑ CW ❑ Oven PPM <<- ❑ Bath Fan CFM dERV CFM Lot# Model e ?� A� Boiler AFUE PPM Orientation N1 ❑ Furnace AFUE PPM Foundation: ❑ Slab ❑ Crawl Uf Full ❑ DHW iJIndirect PPM Draft Fuel Type: ❑ Gas ❑ Oil Propane A/C Z c7)3 Cons SEER LA #Systems Window U SHGC GSHP Tons BTU X101 - Li L TESTS: CAZ TESTING: Blower Door 2�6 3 ZCFM 2-� �� Base Test Draft @ Flue Ductal �-1st FL NA Z FL CFM Fan Simulated CFM Missing as Leak ❑ Y ❑ N Where Venting Type N S�M �- Fob a -lD ' �,, Comments: -Zq A -7-�44 00 3A o3 . i 1 20 20 HES Representative ` '�' P �r Date Site Representative Date Note:The inspection resuit(status represent the result of the inspection process only and does not reflect the final certification status. J.P. HUNTER ENTERPRISES, INC HUNTER INSULATION ■ HUNTER HARDWOOD FLOORING 675 Elton Street,Riverhead,NY 11901 (631)283-4120 fax(63 1)283-4163 April 24, 2019 -11- - �� l n . V APR 2 9 2019 RE: Richmond Creek 44190 Main Road To Whom It May Concern, This is to certify the above mentioned property was insulated as follows: Insulate roof with 3" closed cell foam and 7 %" open cell foam R-49. Insulate exterior walls with 7 Y2" open cell foam R-28.5. Insulate between floors and crawl space ceiling with 9" R-30 fiberglass. Sound all interior walls with 5" Roxul mineral fiber. Low expansion foam at windows and doors. Fire caulk all penetrations as per code. Sincerely, nneth Brauner y� / x z w 4r 5 On 7,7 di ' � h� rhe �•�;:+ „� _-.-, �w,t,� a -------------- a g. v .l. FEB :2 8 O , - ^ "- r w r k ice"... ..� �. Y Lg Y _a IN tj �01, N Ate ioll 1 A 4" y u x r. f } r _ s p �9 ... WW11111 �y111YII qII I i 2/27/2020 Mail-Mark Boeckman-Outlook i { 1 ti •'t r rr. r � RRI 9294:;0 - we ! 1-'. = f" ip https://outlook.office.com/mail/inbox/id/AAMkAGM5NDNmMTAOLWJhOTctN DIONC04MjgyLTY3OWFkMzMzMjRkMgBGAAAAAACzD u N Vg2B QRaJaL... 1/2 �� ► �►► !'I -- FOUNDATION[ /1 I V • -------------------------------------- FOUNDATION (2ND) 01110amw noll, ROUGH FRAMING& PLUMBING .INSULATION PER N.Y. STATE ENERG17 • 1 � r I _ ADDITIONAL MIN in 1-mayllmillff Arm 1 11 ML1. . WIN PTA, im WA ��..' � �+� mal '; TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST _ BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans / F TEL:(631)765-1802 Planing Board approval FAX:(631)765-9502 Survey c/ SoutholdTown.NorthFork.net PERMIT NO. 1 ` Check ✓ Septic Form NYSDEC Trustees C O.Application Flood Permit �— Examined 20 Single&Separate Storm-Water Assessment Form�Q Contact: Approved 20 Mail took5 Z;• Disapproved a/c •(/ • 1ee-)� Ll q,go alrylp*DY) Phone l� �� �A t 5 ��• Expiration 20_(_e (ZinLlnsp — ��� v DD APPLICATION FOR BUILDING PERMIT NOV -- 9 2016 Date Qr,+ I ,20 INSTRUCTIONS BellTj plication MUST be completely filled in by typewriter or in ink and subnutted to the Building Inspector with 4 TON plot plan to scale.Fee according to schedule. owing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c The wor"vered by this application may not be commenced before issuance of Building Permit. d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a peanut shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interum,the Building Inspector may authorize,in writing,the extension of the permit-for an addition six months Thereafter,a new permit shall be required. CATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the I e f Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or fo st t I of buildings,additions,or alterations or for removal or demolition as herein described.The app'cant agrees to co i ll applicable laws,ordinances,building code,housing code,and regulations,and to admit autho ' ed inspect on s and in building for necessary inspections 0 CT 16 c\Mr ?W� ignature o ap cant or name, a co oration) B DING D 1 � �j •�� �� �N OF SOUTH (Mailing address of plicant) State whether applicant is owner,lesse ,age ,architect,engineer,general contractor,electrician,plumber or builder C 7 Ito -Name of owner of premises c5 LG EI/7 44/ (As on the tff roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of o%®atpe officea -14 �l Q rk�6,U I-S - Builders License No. Plumbers License No. -Im-5J6, Electricians License No. Other Trade's License No. 1. Location of land on which propod wo k will be donees ,n House Number Street Ham et County Tax Map No. 1000 Section Block Lot a Subdivision Filed Map No. Lot r Y 2. State existing use and occupancy of premises and intended use a d occupancyy of proposed construction: z a. Existing use and occupancy 11(16 G`✓l '� G1 V WI l b. Intended use and occupancy lif1G Lt- 3. Nature of work(check which applicable):New Building Addition Alteration -, Repair Removal Demolition Other Work (Description) 4. Estimated Cost 3 , D05, MD. Fee 1 (To be paid on filing this application) 5: If dwelling,number of dwelling units Number of dwelling units on each floor If•garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. JOL L Q' - t 7. Dimensions of existing structures,if any:Front Rear Depth 1L�20S,h AleHeight Number of Stories I /3 61 h)rh) N/06 Dimensions of same structure with alterations or additions: Front Rear ya e Depth Height Number of Stories 8. Dimensions of entire new construcTion:Front: �� Rear r/�O De th T c Height Number of Stories Z �/Q.✓i�S O Z 9. Size of lot:Front Rear Depth —I—s CcGy•�r 10.Date of Purchase Name of Former Owner TOO- 11. I 11.Zone or use district in which premises are situated / 11-2-564C. 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO V �V� �� 13.'Will lot be re-graded?YES_NO V1 Will excess fill be removed from premises?YES NO� 3 i 4-1 14.Names of Owner of remise 1/Address Phone No. Name of Architec less ZZb Q rte No 2 Z y 91��� Name of Contractor Address - hone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES]/NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?* YES Ve NO *IF YES,D.E.��$�I �1��Y 16.Provide survey,to scale[,with accurate foundation plan and distances to property 1lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO P� *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS COUNT OFS� being duly swom,deposes and says that(s)he is the applicant (N e f individual signiri contract)above named, (S)He is the45"-17�(ContractorW'gent,eorpoFa-te , Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forthm the application filed therewith Sworn to before me this j�� DIANE DISALVO 7 da of L9C7W- QAC RUBLIC-STATE OF N ORK r NiW No. O1 D147559 N ary Public Qualified In Sut4ol o S nature o Applicant My Commission Expires April 30, 20 '.; O w tr, BUILDING DEPARTMENT Electri I InSpettdi TOWN OF SOUTHiOLEO IkAr..' Town Hall Annex- 54375 Main Road - PO lJ6V1 T7b 2020 M1 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765t--9502-, rogerrC&southoldtownny.gov- seand(cD -souffioldtownriLgov, APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3-23-2c) Company Name: _Wit_�-Wcoo _EL1EC_TR.%c Name: FAt:pq -,,_ License No.: L4 B S(O email: (-c -1 aVi i LINIM oob E LEC-ra 1 c- e-,o,,x Address: Phone No.: 0424.':icto 6'3I- 9Z9-9Z19 C-6-LL 69/- 23(.- -ZZI I JOB SITE INFORMATION (All Information Required) Name: Address: qLJ030 RT 257 __Pe-coai C Cross Street: Phone No.: 4 to - 330— to S(F3 Bldg.Permit email: Tax Map District: 1000 Section: -7- Block: 0 G Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) �,vveLLIMC-s- Circle All That Apply: Is job ready for inspection?: YES NO Rough In final Do you need a Temp Certificate?: YES NO issued On Temp Information: (All information required) Service Size(1 Ph 3 Ph Size: iQ0 A #Meters Old Meter# 9e-w-s_e_rv—ice-)- Fire Reconnect- Flood Reconnect- Service Reconnected Under round Overhead #Underground Laterals 1 C2) Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs ' f Ofjryo! - o Town Hall Annex 4 Telephone(631)765-1842 54375 Main Road �,`�vc P.O.Box 1179 G EggEr.rlCherti a)IOWII.SO 5 Southold,NX 11971-4959 Ql� D 111, U BUILDING DUARTMENT OCT - 5 2011 TOWN OF SOUTHOLD APPLiCATION FOR ELECTRICAL INSPECTION BUILDING DEPT. OWN OF SOUTHOLD REQUESTED BY: ,Q�LP N PA s SA n�i coo -Trz _ Date: Company Name: ,L-D w-oa'Z� 'IF-tEc-i Name: License No.: 49_13G Address: -P .O. C30x go e v,;Ai-D„,)U 1v07— MY. It-792. Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: SAr, S��r�.ez Mfl?-k �aEcKinA� �°a�sf2�c�;a,J *Address: yya3C-) e zS s� t�ECmv(L *Cross Street: WELL'S 12oa\�, *Phone No.: 15-14P - 3 8_31- 5'9 9S Permit No.: 4' Tax-Map District: 1000 Section:` -7,5_ Block: (d Lot: 6. 1 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 5'F1�v►�� G(�v1��2Grt..�unD A�tsn LS'Ob aE' 'iZc��'e 25i} l d Y'��7E'2 (Please Circle All That Apply) Is job ready for inspection: YES Rough in Final *Do-you need a Temp Certificate: YE ! NO Temp information (if needed) (per *Service Size: Ohase 3Phase 100 150 200 300 350 Other *New Service: Re-connect- Undergroun Numbeeters Change of g Service Overhead Additional Info mation: PAYMENT DUE WITH APPLICATION \�1 82=Requ for lnspectlon orm - , t e• 4�^�' s,2�"'s •, � '+', '°t%iF,'iY "e. iii isp� '*�•. ,�,_•,, :����-.a•., ' '`"• y k,> •r=-'ti- >-�ra;t,� � r�,_�� � �y;.;L.t,'b� r�•"�� M-,'- '--`9-i•,' e t p:-Fa, ° y,�' �� - $ ti;3, �' .;Cry':. F7t' lY:$,',S°1.:' •'=,.[�ai�V.'.G'y.J.�E?122:.'".�'T:S:i�'L2L.'.�'fix"^tF'wC:d^', ii".DT:.`t?S.,Xe.«r ,� 41:aIt'{`w' "�o�62"24.. +n C J�}' .� `�, �}y• ����• u-:=�; 0F�:S• OLTZ'�OI�.I��'TO•�'1`I��1'RIJSNT�:�+,5, ;" ;;- r'` , a >, n ,•> ,. ' + ,fin f ,; .•�Y.:,R°.{ ro `S�V y'�r" � ,�^: ,Y`s:•;£„-4`.."s;5 yr-�%�,'xt 3Se .;��°:1';�;.e;$j':�;`"��.t 4:,��i`,'j� :,�. xr.€-a�.=,•j z:�,.i �.,. 's'' ,S .., 'i � ,M1, ,'-.�,; � f +� !�• a t 5. s ,.r ��,F i:t oT; ri tit". ..3''e E:r Ik..�<.s .-:4;,f;'�<:. �, "'1•' '.rt t f 4 � �'d:s`. S est;�:,.'�dt'^%p'T�, 'aa";�" "a,4 Y4}ib}•'f.�.;:F R`�' y' r';r,. `-,r ...• ;:, � '� "4. PEVII'I'`lvt0 . 7 I:� R DATE:�APRII�'20;�2�016'�`��`-r3�, � •4' 'I5k..Eli-TO4 SAMUEEAINGER t ` .et E-•,.,�a3-Je,aTp,'.-_ 1 F a;••..a-L.w"7fd R't ..� '�,"�=�" `�n�= �";t '+ t;1 .u4�'m 'i-..:>• r.rr>. ,a.u' _ _ . �. .. �r �`': yTTy.. ��3': t``•!:,`�fn:,.u;,''��x t;,{�''"�..�sr;Liis'i�W+S,��l�;tr;��i�•fat.'��t'S '�" ' � .. 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A4,, `r�}..;.,�x'�'`N$yyrY•-' }3:;' ' s. a'+� ,>,� 9x€.f:;- was ? „1» �. h'"' a,7 ...•.. 3 , —,,'. t ;f.fFt-Y:'t;�:.;�,etix:�?k?EtC�:.r_f•..rss?rt_;�`_tsC, `�;Ni"";2!''-rF..�.��:^Ik Y`.,�t3{�y`>ikr'„tto,;,:_.t,ct ra'�'- s...t:i*z"±r�4'�. _ ��;c •� � � .,y . 4 +•i ¢ ItIZAT��N` 1d.;,..,:,�r>,µ�C - �•.za'"""�d�-'r"&��?L:u;.:3a Ps'=e�l��sC����?`tc:��t";':i ��fr,sly fid'-'k�`7°''��TF;f'��'.ra:3"r.;2i,'',t.'^:,.$;�>X, �_:.j.,*,- - pry, _ .''.s}r,�.. r Pursuantitg flthe,provisxons�o{Chapter..,2' 'Srof the=Town;C de;bf a ownfof Southoji3 and;.in e.. z } '� `..�� s-'3: s:,�;,x:k.; ,�: .:3s,.:i a�!..:�;R+rte<ar�;>s::.:Tai,'t; C-t', is "'�r,•^ ,,.P--:x>�,z,; aha ..t:Y �:. �� �, i�. with;tfie3Resilutiom•o j= accordance? th, BoardoTrustees;ailgyt tted°at;themeetipg BeldonAri1=20:,2016;anazin} ' � � .• j- "' � c{,ii.c. 'u �;.:;%rr.:s- 'F st �`�..• -x ;tti`r ',xx'r.-r.•, onsireratibri b a Pica&on'f.. e in tlic' :i, pp ;POW ;sipxof,$25UsOQrpa d by'Samnel 6ineer-'and'subje to the errors aiid f , f .,C6ilditio R.solutio y�.a t+ r; ns as stafed'in the e _ttxe.Soutfioid!Town;Board`o�I lustees;au orize ®` Y 4., t', s and'penmts'tlie ��Y" 'F?'� y i�f }c 4' '•",R"? '`,5 '+*i ,F ?k s:egij» ;'e::;� .PCt' ? 4'14110 W111�p R'>,,,,-.t4:...ti . IYC�I., Yt> 'FS 4• d L _ :;F' r{x« r�d•y.>, .3 rtt''' �.^ _' ` t ,g:€ ,.-�4x,�%'4r'S�" ;r.'i'7,`'xt>,','e';;.}F=•'�'k'�,:`c +,.(' t _,.q�:..,� t�.�,�.y� it-tnt.,: a�V�i �•fi Q:;y _ _,;• ,_,,, ria y<,... ,�,�Y 5;.:.r 7:r.; - ;. ,.'t e<:, 1 ' S, �"a 9 ',e` -:�,s:•�,ti..: ",?', .iy ',^ '+`,-'sy,h`'' s„i:t Gz``:;F t., R r { c:)e." 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S14i?`' jg!� ' k5i .5.� 1�a86tiPe a �Y>.Y L ` -a}kt:•�7• ,b.' .€t M4,� ..J;,! •`•.J. �`..,,. �5 �-� •...�4 'i 1: »• r' ! ms's: hEt. ,- ;�. atlian<:'I?af }Cor�v n t I :Landt�Sux-ve`":ter},'last date A - 4, ,� r , d' prRI4't201'b :anzl-stampe+d;; c°t .iB:� + 7':d,»"•;.:.i,.*.bc'.:;x x°+,'�,". r,� s,.. .>rfr .'c^•-n�i:joy' �Tt�i+^:% ,3ris`..'v= ' ;;ajppjroveal�on?1VIay ® :201:6: :,£'y.fJ "a''� 4;r'iz::'�F'.. i2bi,y., ,:t^.>>� -+� -,,,;,;;,i e•.: roar'..Ya. ,C: �}� ;;t:_'.. ..y.. ,&•. �,F3 '�, � t'r" .'8�-r;sttTd'`�;`::: 4> ��t•;..ter �r<x'>;a,��+"j=' •, S.?;;,.,,- S ', EREOF-=# -` .,IN;a}NTTI�TE saidBaard;ofT tees"herebycauses its CoriiorateSeal;fgbe:afed ;�;1>» 's, 't>._ ,s.:'.++p,•;t�"t}:.g„_ ,.ri._ ,5-t,,..-}r��s:5 :t`:d7'1�;'v .�',sY,.;*,: - a' ”;i�,,�:IF»•- ^. - - ';' _ _ i s ' -and,these�p eserits to b,e'sut)scn'bed}ij,�a,matonty,,oi'uie.saidBoac I d 'S:':r`?r=*!x:`?"=r i,., .; ,,, - ,.�;,v`3 ..try.,,•`5,7 ':b„ i�i Tt 5", ,�: ��,: �'>.1„A,rx� i"?''y>`-''•'^Pi�:.�gT!•` -''h .dY' e' - .rtl�'�'i� �'•” .YyV91 - (�� Y' �.:i.k+�;=�Y,_,xi•1`Ya l y';"` '' .,c ,.. b r Sd' Its I .:Ae - ^b r� 'i;g. .S�'.•\F- .. � , .S'i �f.4,.n. �i,i,, /iS i VP - •� �: 't fig,. 3,i'n „ � r, �� ,17y � .s,fir ,.x '- ..i,{'`, a:... ,. „ % s ; • *:3r d t^ ,r�;t �• ti'i' �'a N.•'^,,.� '' Lw .� ,t• 3 � ! `F" ; . 4•d _ 't. .i;.v .�id's ii. ,.,,:,;}"..- �;$'+ x> ;t:. - �� r"':,-r;^ r ''` ,, r ., t - ' i 4•- - t r.(' .DL .L-'7e,QAC'A't"bd�.5'SC?�:�"SS'wuLRSSiL.f 4 'ani },u,+flgi+`i�iAdT�"',Co•.Sx""` _—'Y- .•_.- �. � :i` C . _ 'sem Fes`•3T"ai''11!'siL.t"'w7�1"S,n:�£cCig�'i'" ..Si F�f� - ib'+�r„c� �-,�1+? ,';y.,.s't'.: 5 lY. n -:Cr �u d �' �:3 ��� <c; -.• �Y -'-cW 1 '�c": .��., a. ry tt 'r .r'. � f > '�' .t#,t e ,�.,.;�,��2.; a 1� :.rd,•t te• �: Glenn Goldsmith,President �Qf So(/ry Town Hall Annex Michael J. Domino,Vice-President ,`O� ��� 54375 Route 25 John M. Bredemeyer III Jxi( l [ P.O.Box 1179 Southold,New York 11971 A.Nicholas Krupski Cn G • Telephone(631) 765-1892 Greg Williams �'� Fax(631) 765-6641 ��cDUNTY,� , BOARD OF TOWN TRUSTEES F E B 2 7 2020 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE :. 1687C Date: February 20, 2020 THIS CERTIFIES that the installation of a pervious gravel driveway; constiuct a±43.7'x83' two-story dwelling with attached 1 175 sq ft seaward stone patio, install sanitary system-landward of dwelling; install"a 22'x62' in-ground swimming pool with surrounding 1,836 sq ft 'stone patio, install pool enclosure fencing; with the condition to establish and subsequently maintain a 75' wide naturally vegetated non-disturbance buffer area along landward edge of tidal wetlands; At 44030 Route 25, Peconic Suffolk County Tax Map#1000-75-6-6.1 Conforms to the application for a Trustees Permit heretofore filed in this office-Dated January_21_,2016_.pursuant-to_which Trustees_W_etland-Permit#8-7.7-1 Dated- April 20,2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is installation of a pervious gravel driveway; construct a±43.7'x83'two-story dwelling with attached 1 175 sq ft seaward stone patio-, install sanitM system landward of dwelling, install a 22'x62' in-ground swimming pool with surrounding 1,836 sq ft stone patio; install pool enclosure fencing with the condition to establish and subsequently maintain a 75' wide naturally vegetated non-disturbance buffer area along;landward edge of tidal wetlands. The certificate is issued to Samuel Singer owner of the aforesaid property. Authorized Signature S NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)4440360 www.dec.nygov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT September 30, 2016 Mr. Samuel Singer 515 East 72nd St., Apt. 813 New York, NY 10021 Re., _44030 Raufe 25 Peconic, Suffolk County SCTM#400-75-06-6.1 DEC Facility# 1-4738-04441 Dear Mr. Singer: Based on the information you submitted, the Department-of Environmental Conservation has determined that the portion of the above-noted property that is above the natural 10'contour, as shown on-the survey prepared by Nathan Taft Corwin Ili, L.S., last revised September 15, 2016 is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required for construction of the proposed single family dwelling and accessory structures shown on the survey. However, the clearing and grading below the 10' contour and any driveway work below that line will require a DEC permit. The construction of any docks or water access structures-will also require a permit. We acknowledge that application# 1-4738-04447/00001 is pending to address those regulated activities. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a-15'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions-change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. �cere , 'r Evans Regional Permit Administrator cc: DKR Shores BOH-TW file �'t EWynim Depart�+e�t of �o ,W" Environmental Conservation Scott A. Russell ��t 1 STORMWAT]E]R, SUPERVISOR � � � IWA, \ G]EAMHENT SOUTHOLD TOWN HALL-P.O.Box 1179 ur3 53095 Main Road-SOUTHOLD,NEW YORK 11971 'y{ Town of Southold CHAPTER 236 - STORMWWATER MWGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) 440V 0 9, 2016 = DOES THIS PROJECT INVOLVE ' NY OF THE, FOLLOWING-. Yes No (CHECK ALL THAT APPLY) E]Q A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Q [D' 13. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area- QE] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. qQ D. Site preparation within 100 feet of wetlands, beach, bluff, or coastal erosion hazard area. ❑Q E. Site preparation within the one-hundred-year floodplain as,depicted. _-_on FIRM Map-of any watercourse. --------- ------ -—— --- — - ---- —_- r QE] F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! .Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPe4-t& &n S.C.T.M. #: 1000 Date: U : (P�rooperty Owifer,Design Prof&ional,Agent,Coo^ntractor,Other) C� Distritl /- NAME: TAP, 5 res �V�G�1 -15 � &i icon,) section Block Lot QYYI��_ �'tnl eAoe- Contact Information Gi °p0•�� �a��fiil'A1 (�� i Jt�CiUIL[!I�c�i3TuP,�i "l' lEi ! L`;!: C) 1.1' ,. .,.... T. _.. _. _ .-.. _ ��•..�,��� _. —. _. — _ Reviewed By: vC7 I l n"-f &A11 C ..� Date: Property Address/Location of Construction work: — — — — -- - — — a Approved for processing Building Permit. � � ���tA (� � Stormwater ManagementControlPlan Not Required. Stormwater Management Control Plan n,Required (Forward to Engineering Department for Rev-ew) FORM SIvICP-TOS MAY 2014 APPLICANT: S.C.T.M,#: 1000CHAPTE]E� 236 roperty Owner,Design Professional,Agcract�r.Otherl. — — iP {jSul Stormwater Mana�gement Control Plan CHECK LIST NA: E _(A_6, Section Block Lo►� r ' �M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: ' ?k The applicant must provide a Complete Explanation and/or Reason for not providing II Information that has been Required by the following Checklist! I A Site Plan drawn to scale Not Less that 6D' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! bhow all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property BoundariesI _ b. Total Site Acreage. � c. Existing -Natural & Man Made Features within 0— L. , of the Site Boundary as required by §236-17(C)(2). I ContactEngineering at - 5efore Cl. Test Hole Data Indicating Soil Character„stics&Depth to Ground Water. I Backfill, OR Provide Engineer's Certification e, Limits of Clearing & Area of Proposed Land Disturbance. ( that the drainage has been installed to Code. f. Existing & Proposed Contours of the Site (Minimum z Inteevals) g. Location of all existing & proposed structures, roads, EROSION &SEDIMENT CONTROLS driveways,sidewalks, drainage improvements&utilities, I Shall include but not be limited to: h. Spot Grades & Finish Floor Elevations for all existing& A well maintained Construction Entrance proposed structures. 1. Location of propo;ed Swimming Pool and discharge r(ri.. ( ” �. Location of proposed Soil Stockpile Area(s). j k. Location of proposed Construction Entrance/Staging Area W. I 1. Locat ion of proposed concrete washout area(s). rn. Location of all proposed erosion&sediment control measures. I' 2. Stormwater lvlanagement Control Plan must include Calculations showing that rhe Stormwater improvements are sized to capture,store,and infiltrate J on-site the run-off from all impervious surfaces generated by a two(21 Inch rainfall/storm event. 1 3. Details&Sectional Drawings for Stormwater practices are required for approval,' Items requiring details shall include but not be limited to:. a Erosion & Sediment Controls. U UQ b. Construction Entrance&Site Access. c Inlet Drainage Structures (e,g,catch basins,trench drains,etc.) -MaE_ Lto, d. Leaching Structures (e. .ii)filtratlon basins,Swales,etc.) l:lwltl '::; DE:{' ;f? 'v'IEN'1' l; NLY x.A_: :� TOWN OF I Additional Information is Required. Reviewcd & 1 Stormwater Management Control Plan is Not Complete, Appio,,edBy. i r- _ — , _ — — — _ — _ — _ — _ — _ _. , _ Stormwater Management Control Plan is Complete. Date: �_ (o - 7 SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 DKR Shores,Inc. P.O.Box 488 Hampton Bays,N.Y. 11946 631-566-6016 fax 574-8999 dkrshorescorp@aol.com www.dkrshores.com EXPRESS MAILIUSPS November 3, 2016 Southold Building Department Town of Southold P.O.Box 1179 53095 Route 25 Southold,NY 11971 - Attn.Connie Bunch RE: Application for Samuel Singer; 44030 Main Road,Peconic S CTMNo. 1000-75-6-6.1 Dear Ms.Bunch: As per discussions and review of the project application; enclosed please find the Requested materials: 1. Health Department Approval for the project 2. Completed Stormwater Management Work Sheet 3. Revised/Site plan Survey prepared for the project by Corwin Land Surveying noting The stormwater management control plan. W eop;es . Please feel free to contact me upon your review of the same and meet at your Convenience. Res tfully SuL � g a Rigdon,Preside 1 r From: Mark Sichling<msichling@hamptonshabitat.com> Date:January 11, 2017 at 8:44:13 AM EST To:Agena Rigdon<dkrshorescorp@aol.com> Subject:Town of Southold Insurance Certs. Agena, Please review the attached liability, disability&worker compensation certificates for the Richmond Creek residence. Let me know if you need me to deliver to the town of Southold. I have an original copy of each certificate if you need them. Thanks for your assistance with this matter. Regards, Mark T. Sichling General Manager Hamptons Habitat Enterprises Corp.. 3 81-13 Old Riverhead Road Westhampton Beach,New York 11978 (631)288-6057 ph. (631)288-7002 fax Email: msichling@a,hamptonshabitat.com Website: www.hamptonshabitat.com z d Bunch, Connie From: Agena Rigdon <dkrshorescorp@aol.com> Sent: Wednesday,January 11, 2017 9:23 AM To: Bunch, Connie Cc: Mark Sichling Subject: Fwd:Town of Southold Insurance Certs. For Singer Peconic Permit Attachments: image001 jpg;ATT00001.htm; Southold Insurance Certs.pdf;ATT00002.htm Connie- please be advised that the contractor has changed on this permit from Mark Davis to Hamptons Habitat. Kindly see the attached Insurance Certificates Let me know if you require anything else. Agena Rae Rigdon, President DKR Shores, Inc P.O. Box 488 Hampton Bays, N.Y. 11946 Office (631)566-6016 Fax(631)574-8999 www.dkrshores.com Environmental Consulting Land Planning Services Rutgers Certified Wetland Delineation In both Freshwater and Tidal Vegetation And Identification Certification in Drafting and Design Northeastern Native Landscape Specialist Code Compliance and Construction Permitting DKR Shores, Inc is a New York State Certified MWBE Minority Women Owned Business In Association with Sea Star Management LLC r A Full Management Company Board of Directors Evelyn Alexander Wildlife Rescue Center of the Hamptons Begin forwarded message: 1 Southold Town Building Department o�V"UFfO� P.O.Box 1179 ��oG Permit#: 41278 D 53095 Main Rd * • Southold,New York 11971 Permit Date: 1/10/2017 (631) 765-1802 Expiration Date: 7/12/2018 Parcel ID: 75.-6-6.1 1 BUILDING PERMIT RENEWAL LETTER Dated: 4/5/2019 Applicant: Singer, Samuel Location: 44030 Route 25,Peconic Work Description: SINGLE FAMILY DWELLING construct a new single family dwelling as applied for per SCID, Trustees, and DEC NJ letter. A FEE OF $1414.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Singer, Samuel Address: 515 E 72nd St Apt 8B New York,NY 10021 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Q a S� SURVEY OF PROPERTY SIMATB PECONIC TOWN OF LD SUFFOLK COUNTYTY,,NEW W YORK ,d 1 S.0 TA%� c 1000-75-06-6-06-6 1 suLE t'�a' w®un,van nio w.,mtn,.w FEBRUARY 1.2m }� +.Na' PI amn°-u N A A. A41♦� �BPV AAAACF— V ` PRPPPBEP SF iFN DETAIL i ...•� - ,..a,Pe:.n,,.A,.,,..,.,-,�.Pm,°ten.... I - I off,�ivO°-maa@�we 11 mt �.oiam e°m��i m•�u vxvv^'sfu v� Iq` O'` k' m. a• � i �ana msa wrn..[rmnw .� E,• -_- - --_-_' ""A`0fa',u v"m�ieie o.ns"�ianu cmtinv _ ------- t i a www a e n,.t :----__-__- u`oen�E'dw,Fl"�'P�"unwof0tl --- -- C' �,��'� ����->R � `,��� ;�.� .� .•�,��, Mem p ��:,a.� *-PIRO00 � �arr�axara:-_y L -CALn�RsA�RT x AS Soot is suEEl 'L'-�•� Nathan Taft Corwin W ��. Land 04mveyor t , Al ® ZHE M1"Al 7 CERTIFICATE OF LIABILITY INSURANCE InAl7 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDEPOLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURTHORIZEDREPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION 15subject tothe terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does noghts to thecertificate holder in lieu of such endorsement(s). PRODUCER NATA�sue MOscatello Eoa & Son Corporation PHONE (516)228-1234 A/c 8-1235 68 South Service Road, Ste 210 ADDIEss:suG.M0SCa+ello@FoaSon.com INSURER AFFORDING COVERAGE NAICtt Melville NY 11747-2357 INSURER A:SouthWGSt Marine & General INSURED INSURERS: Hamptons Habitat Enterprises Corp INSURERC: 381 Old Riverhead Road INSURERD: Suite 13 INSURERE: Westhampton Beach xY 11978 INSURERF: COVERAGES CERTIFICATE NUMBER:CL1671439106 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILSR DL SU POLICY EFF POLICY EXP LIMITS TR TYPE OF INSURANCE POLIGY NUMBER IM D MID X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DA GE7 ENTED $ 100,000 A CLAIMS-MADE �S OCCUR PREM! Eaoccurrence) GL2016RL800306 7/15/2016 7/15/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 I GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,D00 X JEC LOC POLICY❑ PRODUCTS-COMPlOPAGG $ 2,004,000 EmployeeBenerits $ 1,000,000 OTHER: COMB EQ GLE LIM $ AUTOMOBILE LIABILITY Ea accident BODILY INJURY(Per person) $ ANY AUTO ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ -AUTOS AUTOS PROPERTY DAMAGE $ NON-OWNED per acadent HIRED AUTOS AUTOS $ UMBRELLA LIAROCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS.MADE AGGREGATE $ $ OED I I RETENTION$ WORKERS COMPENSATION STATUTE ER AND EMPLOYERS'LIABILITY YIN EL EACH ACCIDENT. S ANY PROPRIETOWPARTNERlEXECUTIVE ❑NIA A OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ (Mandatory In NH) If yes,descnba under EL DISEASE-POLICY UMR $ DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101.Additional Remarks Schedule,maybe attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southhold ,- ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 Southhold, NY 11911 AUTHORIZED REPRESENTATIVE Justin Eoa/SM ENCLOSURE 4#194 ©ISBB-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 nmcnn s _ New York State Insurance Fund 1, Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N.Y.10007-1'100 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE t A A A A A A 113229746 HAMPTONS HABITAT ENTERPRISES CORP j 381-13 OLD RIVERHEAD ROAD WESTHAMPTON BEACH NY 11978 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER HAMPTONS HABITAT ENTERPRISES CORP TOWN OF SOUTHOLD 381-13 OLD RIVERHEAD ROAD 53095 ROUTE25 WESTHAMPTON BEACH NY 11978 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE j 21367 715-8 27428 07/01/2016 TO 07/01/2017 1111/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1367 715-8, COVERING HE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, OUR10ERTVAL ASP. YORK STATE INSURANCE FUND IS NOTILIABLE BSITE NEH EVENT OF FAILUREAT NTO GIVE SUCH TNOT CAT ONS.CHE NEW THIS O RIGHTS NOR NCE CERTIFICATE 1 THE UCERTIFICATE ATTER OF HOLDER.INFORMATION THS CERIFIICATE NDO SN NOT T N I MEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING SCERTIFICATE TO BE SU TO THE CERTIFICATE OR ITS EAPRESEN TVEUNDERTAKESTO PROVIDEHE CERTIFICATEHOLDER HOLDER, 5 CALENDAR DAYSYNOTICE OF ANY CANCELLATION OF THE POLICY. : NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:752562491 U-26 3 STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW ART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Cerner Ia.Legal Name and Address of Insured(Use street address only) Ib.Business Telephone Number Of HAMPTONS HABITATENTERPRISES CORP Insured 38113 OLD RIVERHEAD RD (631)288-6057 WESTHAMPTON BEACH,NY 11978 lc.NYS Unemployment Insurance Work Location Of Insured(Only required If coverage Is specifically limited To certain locations In _ Employer Registration New York State,i.e.,a Wrap-Up Policy) Number of Insured ld.Federal Employer Identification I 2.Name and Address of the Entity Requesting Proof 3a.Name of Insurance Carrier L of Coverage(Entity Being Listed as the Certificate Holder) _ WESCO INSURANCE Town of Southold COMPANY 53095 Route 25 Southold,NY 11971 "I Policy Number of entity listed in box "Ia.": 0129195 3c.Policy effective,period: 1/11/2017 to 12/31/2018 i 4.Policy covers: a. ®All of the employer's employees eligible under'the New York Disability Benefits Law b.❑Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 1/11/2017 By " c (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carver) Telephone Number 800-535-2711 Title Vice President IMPORTANT: If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady, NY 12305. PART 2—To be completed by NYS Workers'Compensation Board(Only if box"4b"of Part 1 has been checked) State of New York Workers'Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form D13-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1(9-15) PRODUCED BY AN At ITODESK EDUCATIONAL PRODUCT PROPOSED SEPTIC SYSTEM DETAIL �e (NOT TO SCALE) SURVEY O F PROPERTY HOUSE TOP BURIED TOP BURIED SITUATE F.FL 10.Q' 4' DEEP BURIED PRECAST REINFORCED CONCRETE COVER • FlNISHED GRADE 4' DEEP max. ELEV. 12.5• BURIED 1' DEEP min.2' DEEP max. PRECAST REINFORCED CONCRETE COVER FIE'S.. LOCKING,WATERTIGHT 8 INSECT PROOF FINISH GRADE BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE - I ,13,0_ PECO T MIN.4"Dia. 20"min. 1\V' APPROVED PIPE 0"min. MIN. 4'dio. TOP EL. 10.1' c 3 IC PITCHED 1/471 1' TOP ELEV.11.2• APPROVED PIPE 20"min PITCHED 1/8"/1' • �O���f� ti ��'„\���\Q J��\,G,O��,P��F���\�1•S6•\�Rl�1VE-�o0�, (1, 10.1' 60 rl INV.EL �f - N "dion 3'CL E N SAND �CROS�OVER INVERT INVERT TOWN OF SOUTHOLD ELEV.9.B_ ELEV. 4E , eFBAFE : SUFFOLK COUNTY NEW Y ORK a S.C. TAX No. 1000-75-06- 6. 1 HIGHEST EXPELGROUND WATER 'P BOTTOM 3' ELEV.l HIGH WTED ATER NUS ELEV.00 �g 6,L6 �z GROUND WATER ELEV.Lt SCALE 1 =30' SEPTIC TANK (11 f o 9 _ KEY MAP 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. � o 1 TANK;8' LONG, V-3"WIDE, 6'-7" DEEP LEACHING POOLS (3) FEBRUARY 1 , 2015 'Z SCALE 1"=200' 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTHOF 3,000 pxi AT 28 DAYS. G'1 3. WALL THICKNESS SHALL BE A MINIMUM OF 3".A TOP THICKPESS OF 6"AND A BOTTOM THICKNESS OF 4". 1. MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. DECEMBER 2, 2015 ADD PROPOSED HOUSE Z ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING IO RESIST AN APPLIED FORCE OF 300 pal. J POOLS;4' DEEP, 8' dio. 022 p \\ 1J 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) FEBRUARY 1 O ZO16 REVISED PROPOSED HOUSE % \\ 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERIGHT. LEACHING STRUCTURES,SOLID DOMES AND/OR SLABS. 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL OIFECTIONS(WITH A MAX.TOLERANCE OF t1/4' 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). G \\ O ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PER GRAVEL y tT 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. TOTAL AREA = 9SZ CO. 6.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE STALL BE MAINTAINED. 5.AN S' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. ,793 $q. ft. ,+ \\ N lP• 6.AN 8' min. CISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. $73 CIC.L DOCK & WALK CROSS-SECTION 1z. o ua. � �e���� a SCALE 1"=20' s �.o., N do ,�6'�20' 2201' CERTIFIED T0: -zy �- 87' SAMUEL SINGER c�- c d C, PR OSED FIXED O PROPOSED METAL E WOOD DOCK WIT TSHE OW •E COMPOSITE DECKING (DECK EL. 6.0 GOLDMAN SACHS BANK USA 2,••x1 o O,.� HINGED RAMP ALL LUMBER SHALL BE CCA TREATEtl Co. c O PROPOSED ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED STEWART TITLE INSURANCE COMPANY f� A ('p > O 6' X 20' CCA TREATED , El \Q' L�, L,11 Wj Z � WOOD FLOATING DOCK XI T{NG GRADE ADVOCATES ABSTRACT, Inc. 0 o a H AHW el. 1.4'------ -- ---- - - - - - - - - - - - -y - - 25\66 x`n ALW el. -1.6'------ ------- - - - - - - - - - -PP - - - - - CREEK BOTTOM 16,33„ E AL v1x ( Y z �Z N p6' 44 N .� � � �¢ �J• 8"-12" Diameter z �F' 9 6" biometer, i o.c. � CCA Treated Piles -� Embedded 11' CCA Treated Piles ¢ ¢ 34 \fI o Embedded 4' 3 3 00 F. //�'� A T1 17�ff a C 71.7 4^ 'r'�,J 1`��TEYi�.I>-i`7Ei�Y10ES o" G 3 g �•!! r G..1 >OLP•1Ti `. ..bTib._. r below water line z •5 Q a O below rode 1`•" 1 f 6 4Q o ° _ ••01,4;_ ' w,• �, 131" ti o �.... i r •1p.. . � av�l �1, : �o►iOraFo,A - �a�s� AL o NOTES: cvo�A,a:� 1_0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM s EXISTING ELEVATIONS ARE SHOWN THUS: /o.o _ NOV 0 12.010 o f EXISTING CONTOUR LINES ARE SHOWN THUS:- -- -10-- - Er- % JL " 0 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. a 1'- G7 _ 1 0P x 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP AE^i r"Cad" 3. MINIMUM LEACHING SYSTEM FOR A 1 TO BEDROOM HOUSE IS 300 s ft SIDEWALL AREA. TOT; ?�, µ,;l iA 1-,^.f.,•..,.. '0-4 , , q zL. t,, c._:..,.•,•_ �N g 3 POOLS; 4 DEEP, 8 dia. ojp- n S n.-2 1 ��t�"DATE d APF'ROVh.. iso o. PROPOSED EXPANSION POOL GPROPOSED LEACHING POOL - '�r's PROPOSED SEPTIC TANK 0;,�3 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �2 Lr OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. PROPOSED AREA o AL 0 N 00.25'22" E � DESCRIPTION AREA 102.85' � `� DRAINAGE SYSTEM CALCULATIONS: , �..s •6'�x` -32 o HOUSE 2,982 sq. ft. N, AL x 1 z a�1a HOUSE ROOF AREA: 2,980 sq. ft. £ GARAGE 1 ,920 sq. ft. 2,980 sq. ft. X 0.17 = 507 cu. ft. 1 507 cu. ft. / 42.2 = 12 vertical ft. of 8' dia. leaching pool required \ 1 INGROUND POOL 1,200 sq. ft. _ \� •x10 PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS 1 1 1� Z un ���1� POOL PATIO & WALK 3,476 sq. ft. ICP e�1e GARAGE ROOF AREA: 1,920 s ft. 4 ' \ 1 � 1 150 sq. ft. L; o- a o z q' HOUSE PATIO Gin o z�� 1,920 sq. ft. X 0.17 = 327 cu. ft. CP ' un z � 327 cu. ft. / 42.2 = 8 vertical ft. of 8 dia. leaching pool required \ (2) STOOPS 155 sq. ft. 4=s A t PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS 1 1 ♦ 1 \ 1 \ �y F % 0"' I' f` \ 1 1 TOTAL -71o,883 sq. ft. V p r� N 49.12'30„ W OF I � I • 1 �\, \ 1 1 • 0,17•' E T" \ \ I I I 1 / 1 1 \ 1 TEST HOLE DATA I,-L 146 6 1 \ / I •1 70 r \ \ \ 1 I (TEST HOLE DUG BY M DONA D 0 1 N. ON DECEMBER 3, 2015) AL 0 N 1l, 1 I �t�-� 1 7.5 \ EL. 11.7' a, a / ' �) • r DARK BROWN LOAM OL r V \ 1 I 1 ? 1 Le 1 000 0 o AL � O o / , / / \11 • BROWN SILT ML p e.- / r O s �1't1 < • 111 to LA t*1 � s £ BROWN FINE TO MEDIUM SAND SP 9g 8 26' W CP o x O o / \� 1 EL 0.3' 11.4' / Ill aG 1 AL �Zo \ .� _100- / /X`�L I // // // /�9.7 / �� \\ 1 WATER IN BROWN FINE N 6701 Q� �P / // // // / /// / / ' 1 TO MEDIUM SAND SP AL ��SS4S'• ��G� 1`II' / / / / / / / / a 1 \ S OOA�PO SOI' , � / / / / AREA OF DETAIL 11.7 11.4 ' /' /' \ 11.7 I x 11.6 ki L, // / // 7.1 x 10.7 I 3 / / / / / 1300 \ \ N 1,11, 1� // / ,/ // // / / / ./♦ / i / \ TEST HOL • N ,111, I J / � 11.6 „ / x i r T N \\ 'Q v Axp- ' \ Ti x 10.3ioo'\, 1p�it o � � ! \ t­X � 1 /x I I it x s.7 \\ j \ \ o IW \jlzrn \ I $ I I I 11 I I \ �\ r \\ \ o Ifo ops° / xIli R��ou� o x 1 112 PR°P J�oR\�e � SRP e'. ! \ 1 0 1'11' 1 x�1 \ \ \ OOO \ z� 90 \ 13.2 1 3, x \ \ \\ 6.0\♦ \\ ♦ \\ �\ \\ \\ w � • \\ I \\ x 13.2 1,11, \ \ ♦ \ \ 1 \ 0.0'.... .\ \ .�,2x \ \, \\ \\ \\ 0\-o o \\ S 0 \ \ \ \\� � o -+ \ o �Q / \ 1 X.J,5 10000, 1 \\ \\ G� �\ \,1� \\ x9.5 ooQ �P .�'�' -- -� � V. x9.6 / � X2.6 11 \ yO \ \ i\ \ So X 1P xim x00 10.7 / 1 111, •^y \ � ---- -- -- - •�� � / 1 lu \ ?� \ \\ \ � --- - -- - xL / off. 11.Z \ x2.6 \` --�- -- - / / 1� 1.4 x12.4 x1.L9�/ - x \\ ♦ 4ax) x�\ \ ` x/ x11.6 x115 G`T� / �� + ol' X RP Qlo \6+ xl I f / of \ \ \ \<<G 3.9 06ji $+ A+ y \ \ \ I I I hh 9T 0,20 cO 0.2 k itiG Py O,o ,�+ r \ \ �Z 0 \ \ ce I 0 c PREPARED IN ACCORDANCE WITH THE MINIMUM L 0 � � 111 \ 1 I I , STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ( BY THE L.I.A.L.S. AND-APPR© D AND ADOPTED A E I / \ FOR SUCH ASSUSE-5Y THE,•-NEW Y STATE LAND j d 'C'' /- �\ X501 A2 \ � \ 1 \ r1n l \j- p• 1 r_ a � \ ,19 \ ' ter.."+•;' `•g s. 1 l�•�l l�� '�� •'/ � ♦vim j'7 + t1'T `7 N.Y.S. Lic. No. 50467 ELEVATION HIGH WATER MARK 03/22/2014 - 1.4' ELEVATION LOWER LOW WATER M RK 03/22/2014 -1.6' * LOW WATER BEING ATER DEPTHS SHOWN(0.0INCHES ARE REFERENCED TO ' i i\91 TOAUTHORIZED THIS SURVEY IS ALTERATION VIOLAT ON ODFTION Nathan Taft Corwin SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LA D SUR EMBOSSED SEAL SHALL INOTDBEECONS CONSIDERED + �gl � l\3� TO BE A VALID TRUE COPY. ' CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout X19 LENDING INSTITUTION LISTED HEREON, AND �� TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 � + ( TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS ,�j THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 lti AND/OR EASEMENTS OF RECORD, IF i a'+ ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 0Q `� K " e 1a 5�oI 0 1� 0`G ��•CC)* ��\,)C, �y� 1" ."P /N. cl y f F, 11NC Ad I 00 `P %ca� f av'9 I`71. 6+, yc.6,L60 . I I \ "1 _ x 9''���° °z �°�\ s. ,�"� S�JRVEY OF PROPERTY o `y `u Iso\ °° x ° ���� \ M% y SI T UA TE Un . PECONIC `` \ ° �`� KEY MAP D �O -y � \`p\ �\ 'rid° ! N SCALE 1"=200' TOWN OF SOUTHOLD 4 9 �`�� SUFFOLK COUNTY, NEW YORK » � b °�.0 ,� �yc��0.' N 1 �c 12' WIDE DRIVEWAY SWALE S.C. TAX No. 1 000-75-06- 6. 1 *�11"% � o (°1 0,I o \ N r DRAINAGE SYSTEM CALCULATIONS: •D P ,1 � ,_- \ � < ' - (2' RAINFALL & 100% RUNOFF COEFICIANT) �j �d o' f ooarn �' ; ��� DRIVEWAY RUNOFF: SCALE 1 "=30' O �r;►*�''�O w �_% U=o, a y� REQUIRED: 12 ft. X 2" X 100% = 2.02 cu. ft. PER LINEAR FOOT OF DRIVEWAY FEBRUARY 1 , 201 5 2 66 p0 p �'p �� o, �`I PROVIDE: 10 ft. WIDE X 6" DEEP SWALE = 3.34 cu. ft. PER LINEAR FOOT OF SWALE 7 � � 71.08' � p P�a '�_ o DECEMBER 2, 2015 ADD PROPOSED HOUSE d 5 711 " E am \ ax FEBRUARY 10, 2016 REVISED PROPOSED HOUSE p6.164 3 A D � a \ N APRIL 9, 2016 REVISE SITE PLAN g5• r� � \ � MAY 4, 2016 ADD FLOOD ZONES APRIL 14, 2016 REVISE WETLAND BUFFER & PROP. DOCK 3 \ JULY 12,JULY 23201016 REVISEDRIVEWAY DOCK' , AL M \ 0 2016 REVISE UTILITIES 131 A4 1P '0` w-k 0 rn \\1 os OCTOBER 25, 2016 ADD STORMWATER NOTES 0. �^ DECEMBER 15, 2016 REVISE DRIVEWAY 601 . \ .1 i '010011.1\ \ S TOTAL AREA = 952,793 sq. ft. \ %21 .873 ac. z R1 � \\ o CERTIFIED TO: \ 7= SAMUEL SINGER GOLDMAN SACHS BANK USA * 1 \ STEWART TITLE INSURANCE COMPANY �1N , \ oZ �J ` \ o ADVOCATES ABSTRACT, Inc. Ak £ m � IAL- \ a� � �; \ N 1 y.o /\'10 PROPOSED AREA �V3. \AL \ (3 ' DESCRIPTION AREA �+1 \\ Un A,° rn0- o� // � 11 HOUSE 2,982 sq. ft. 4- IAL \ o N 00'25'22" E \ ��\ 1 A-o�\ rn rn i GARAGE 1,920 sq. ft. 102.85' - o I� \\ ` %z\\ `� � "E� 1 INGROUND POOL 1,200 sq. ft. rv. AL N j -Ili% ,,a�, �` 11 POOL PATIO & WALK 3,476 sq. ft. N^ rn \ `� A. YA 1 F_k \ d,1,r, A HOUSE PATIO 1,150 sq. ft. ,log ' q \ \� a,"' / rn - % 9 I- Z 'z_N / o 1 % \ o, t�x�o �o/ 1 (2) STOOPS 155 sq. ft. ► i CrU;, � � Z 1 TOTAL 110,883 sq. ft. io aD A a N tri t-1 / I i,p(,4 a r o \ N 1-:1.1-71:111=11, 7 t 1 d n \ �°,34 . CA 4 a ap 7 �� 30 q — — 49.22, / M_ / 1 i'` TEST HOLE DATA 12.50.17" E / �(3 '' / (TEST HOLE DUG BY Mc DONALD GEOSCIIENCE ON DECEMBER 3, 2015) ( 146.62' ZIT '� In / �O ' / EL. 11.7' 1 0' F ! / ,ANO ••. / //( DA;K BROWN LOAM OL L.l .. 1 I / _� ). I BROWN SILT ML -� \ illi p 00 O a-., / � / 1 / •i '.,! A L4 p O o 9 T�i1 / / 3, F o *Un %b / 3 1` DRIVEWAY tO_, 1T � nx� / p 1 l 1/`o DRAINAGE SYSTEM CALCULATIONS: 1 '^ atD� / r W. `a / V � (2° RAINFALL & 100% RUNOFF COEFICIANT) N rG '] -_ i , BROWN FINE TO MEDIUM SAND SP � A Ez mt g� � I• ' / / / DRIVEWAY AREA (12 X 200 ): 1,200 sq. ft. N ,� AL os- Es 4, ; -3 '�_. I / / 1,200 sq. ft. X 2"_X 100% = 204 cu. ft. _. - - . ?98. '3g?6„ �oAIL °,' 4 U, c, // N\05 \, \�\N / I I 204 cu. ft. / 42.2 = 4.8 vertical ft. of 8' dia. leaching pool required 8 84 W z jL i 1 0 o x ///(2) �,o�\NV M �I I I PROVIDE (2) 8' dia. X 3' high STORM DRAIN POOLS N I it oo / Op�E��O - -- -- - o - �.•1 I I Z EL. 0.3' 11.8' 4'? I 11 / // ° l \ p C . 74 PN I12i �T 1 - // / - - -- -_ \ \ \ i Cn N ��i4` / // / � \N "1•� -13�, \ \ \ WOTMEDIUM SAND FINE SP 11 I s. OO, / / `t �iSir1 '�O .) // // /// �� - -� \ I xM 1__6 �jl,, S4j�•��� / // // // \ \ A— \\ 1 lk s 1-1 0011 ': 2-6 ODS 1\ C. / / 1Sz � 0i , . AREA OF DETAIL 1,pc1c� �' // // // // \ I/ /// I/ //1.1 / �!' / / ��1i \ � 1 PROPOSED SEPTIC SYSTEM DETAIL / / / / /\\ / / I • ` — —1-'$ xousE (NOT TO SCALE) // // // 1`1/ / I j`I / / •�4.. 1 F.Fl.. 15.0 4'TDEEP UmIax. FINISHED GRADE PRECAST REINFORCED CONCRETE COVER 4,TOP BURIED / / R.EV 12S• BURIED 1' DEEP min. 2' DEEP Max. / / / / // —_ / / -, e 1 PRECAST REINFORCED CONCRETE COVER 24"dia. LOCKING,WATERTIGHT dt INSECT PROOF FINISH GRADE / / / / / / BURIED 1' DEEP min. 2' DEEP max. ELEV.,13.5: CAST IRON COVER TO GRADE 6/ / 1.11 // / / ' __1 I x 1 MIN. 4"dia. 20"min MIN.4'dia. ./ TOP EL 10.1' / ,1�1, / / APPROVED PIPE O'min. 4 20 min i T. IV/ / /C / — / PITCHED 1 4" 1' TOP ELEV.11,2 APPROVED PITCHED 1/81/1' / / / / - ro c 3'CLEAN �,� / ,,✓ / / 'L I INV. EL 4'dia. . / / / / / I TI,\ 1 10.1' ELEV.,y,y_ a'an '�' a INVERT • PIPE SSOVER a +,ui SAND INVERT COLLAR q)1 / / _9, FLOW ELEV. �� a1, 3' BAFFLE li�I, / / / // / / I e ; O _ 2.ff / / / / / . \ ➢ 1 I BOTTOM �T 3 V ABOVE HIGHEST EHII H WATER PECTED GROUND WATER 1-1 IF \ VMS ? ELEV.2.4 / \ SEPTIC TANK (1) GROUND WATER `' '// "I / , / ELEVL.'= 1.MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS.11.ff "II, 1 TANK;EI 4'-3"WIDE, 6'-7"DEEP LEACHING POOLS (3) ,�Q� X / ' \ 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 1.MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE 15 300 sq H SIDEWALL AREA. / / 3.WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 8"AND A BOTTOM THICKNESS OF 4'. 3 POOLS; 4' DEEP, 8'dia. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 e. / ' 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. P 2.LEACHING POOLS ARE. LI CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) -10 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONSACHING STRUCTURES,SOLID DOMES AND/OR SUBS. / / / \ ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL WITH A MAX.MAI(. TOLERANCE OF 11/47 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). ILII / a.A 10' min. DISTANCE BETWEEN LEACHING ANCE BETWEEN ALL LEACHING POOLS AND WATER UNE SHALL D. MAINTAINED. / / / 8.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED). � / / / / X�1,.,2 \ 1 S.AN 8' m n. DISTANCE BETWEEN ALL LEACHING POO S AND SEPTIC TANKBE SHALLBE MAINTAINED. / /�, \ \ \ // / / / / ' , OQP�O�G \ / / ��P �,,`N ri , / x/ `\/ / / � / / \ / / ,,� o,,of�4' 1 / // / / / \ > I--,' +�yF,, X - 1 / / / / \ I. 1� 1E\1& 11.7 11 / / 11.4 ,, _ / + ��•e 1 / / / i ,O p 1 III, / / / / . °�' // �.-1 \b1�p c9 sFb NOTES: 1111, �" / / / / / �,DIP,. 6 \ 11.7 W IkA 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 7.1 / � / o DRAWVA- �RMCp EXISTING ELEVATIONS ARE SHOWN THUS:1o� / / / / / MD VdA�R \ EXISTING CONTOUR LINES ARE SHOWN THUS:- - --lo-- - - I/ HUS:- - --10-- - - / / / / / / , X�G r 5�NM5 G G T ' C 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. / /2 X11 / / / ' / 6P EPOS TM1-EG��'�1 NE' TEST HOL E N O 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP .1tr / / / / // / /' / �� / 11_c PROpO M5 p EL�OT�1G13A \ �t z , , 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. / / -1 \ rn° 03 3 POOLS; 4' DEEP, 8' dia. / I'll / / \ ' ,wry / E \ C� n / / ... q3 ........'`''':i'`' :'.`' \ tt.s 1 PROPOSED EXPANSION POOL le \ OI\ C� ,Ili, I. 1 / / , / / *---`:.`;:,' ovoSeD�NMWPY y 1 !` PROPOSED LEACHING POOL I Z. t�.s {{/'' .'.'._.'.''....::...'.'.' A� \ 1 ® PROPOSED SEPTIC TANK / X 10.3 \ 0 \ - -.x 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ,III, / / I I I o 1;.`:'':'``:?i1 o rn \ I, ,:,..':,.-n A:.,'.,.,., \ ''"' _ � \ OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ` \ ,a CO ra 03 5. FLOOD ZONE INFORMATION TAKEN FROM: \ \ o ��v,::,, IT 9' SOIL STOCKPILE \ 1 I I \ \ \ "1 1.-`:`,:.:,. QATM.... \ 0�� FLOOD INSURANCE RATE MAP No. 3610300162 H rr� X 1� I °� \ \ #_o o� a x 13.3 \\ o ��o \ '8 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED \ i D O p \ I. zz \ ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD . ` � SEP spa \ 1 `� WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN I ' \ Do \ '�\ ZX] 0� D� \ Dlp.`� 3pP� \ 1 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. \ . 0 N z o D IlP-I ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ,, i X \ \ r N � 0 \ AAct \ \:::,:;:i>i`::i::> 0 \ HOUSE & GARAGE \ \ z rn bu, In \ 3 o z:-...i::: i`::; DRAINAGE SYSTEM CALCULATIONS: '2 6 ♦ \ D \ oro Z .::0::::: ::::::;.' : \ / rn \ ;::kP::�::::::::. \ \ `� \ \\ \ rnUrn \ 13x,�p�o :; 62.3' HOUSE ROOF AREA: 2,980 sq. ft. \ \ _nA�::::::::': 2,980 sq. ft. X 0.17 = 507 cu. ft. �'::::;::A• �:::: ': �� X 507 cu. ft. / 42.2 = 12 vertical ft. of 8 dia. leaching pool required \ a \ \ \ \ \ , �......' PROVIDE 2 8' dia. X 6' high STORM DRAIN POOLS Cr I E\ \ -W�.o.::;;:;::::. \ \ \ \ o\ 13.2 y�,c,:::::::::.::::: \ ` Z_ -0.;:.;:.;:.::...;.: , 13.2\ GARAGE ROOF AREA: 1,920 sq. ft. \ \ `\ \ r \ -I p 1,920 s ft. X 0.17 = 327 cu. ft. \ \ \ ::;: :�:: :: ::::;.:: I q. \ � \ \ \ E; 0 `.:, A. ..'.:::::: / '-� 1 327 cu. ft. 42.2 = 8 vertical ft. of 8' dia. leachingpool required \�`` \ \ '%\ \ I / �.- PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS � \ \ \ \ -M r \ o:o'.::. o \ \ p a\ ::'::':::::.: 1 \ / \ \ \ \ o �\ \ :'�:::''::: o \ / / p� \ / % ... `� \ \,A \\ V1 \ \ ;;:.j u o o \ O a Kc` ,� / 1 Ll 111, x \.. \ \ \ O ii �n o ° �0� / 1-1 / / \ \�* \ \ -n. :: -o �'� + � PF // x'2 8 // \ �/ 0 0 / / 1 ,11 \ f� * \ \ \\ \ \ \ ��0�QO / ,111, ` \ \ \ -- / / x 9'6 STORMWATER MANAGEMENT NOTES: �\ . \ 0/ \ \\ ` \ \\ - _ _ / �s // / 1 1. ANY WORK OR DISTURBANCE, AND 'STORAGE OF CONSTRUCTION / / MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING \ ` \ \ % \ _- _ // 9 I AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. \ \ `' I- __ / / 1 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ,III, \\ \ \ % \ ` \ \\ \ /// -- // / / A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF 1„ I,_ \ / \ \ \ I-/ - / / ' U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING I\ m I }�(E \ ` \\ \ \ _V1___O ' �, - -- / / / \ AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. o �0 N Nr \ �- _ -_- -_-- -I-/ // / I THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL �*. \\ Zoe RP01�ER P \\ � \ �� -- _� � � - x�I-/ / , � DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS �y \ %o �� \ \ \ � \ - - - - I_ / , TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE °s \ _ IC \ \\ \ \ \x� - � � / /I- / `III, SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE \\ �_ / // SCREEN IS REMOVED. \ N� ` \ \ -- - / / x 10.7 I 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, �e$A \ i� I \ �, -_ -- -- -- _ / / - - - / A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL 1 \ '^y ` ` '9,� / _ / BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT \ gyro \ 0 sem' // I-V' `� - �/ ` SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES 0 811, \ \ \ \ ` _ --- _ _ x '-q / Boa ,�.� 1 SHALL BE MAINTAINED REPAIRED AND REPLACED AS OFTEN AS IS \ �o \ \ \ `\ // / // / I NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED _QZ \ •Vol \ � ` / / / AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE - - - _ \ / / // / / OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES ,I'' tr X SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED 1,Ir, 1-a \� \\ \ // /// // / //// x x � UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. � _ , � / / / / ,-I 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. �� - \ \ "I /\\ / / / / 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED / / / / ON THE PROPOSED RESIDENCE. ,III, \\ X / / /� // / X 11.6 x11.5 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. \ / / / / 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS \ / / / / � / // /' OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF �Y�1 \ I / / r/ / // / FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. y 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE + _A 0.5 \ 1l // / ` / / 128 �P � SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW /� \\ / // / / / / ` // �x�\G�� o FINALIMMEDIATELY GRADINGP OR BY THEON TION OF THE EXPIRATION DATE OF,THE WITHIN BUILDING(PERMIT,DAYS OF ,y�+ 0 \ ,o / / /� -/ / N tis WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE ��,+ 116 \ PO / / / / / / ` / �a1� VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO � � L1e� + \ oo / / / / / Po /� �� TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING 22 .Y4: \ / X �o /� tiv PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION ' 1 l + ( \ �S�a yII / "Or o� AND GROWTH. ,y9> `�6 �7 + 'Fl °o \ 111 -7 V_ / / / / ` �P P�SOR- 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA l� I�Zj X81 g�, \\ ods I / / / \ / /� _,S QP THANVEGETATIVE SQUAREER WITH FOOT INSIZE. UNVEGETATED AREAS NO LARGER ��+ �N -14 \ \ \ / `i / �° 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 1�1 �r' \ , / x'qj� SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF ?�+ L �1 a 1`II' "/-11 \\ \ \ X / /� OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO ,�+ 116 oA icy \ a I / THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, d) 1- '� \ ' %\ I OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR `* l� ,y9) %shy °P�"P� \\ \ \ ' II I I i / CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. � ) � V�o \ I ELEVATION HIGH WATER MARK 03/22/2014 = 1.4' 1** - Q/ � \ \ \ ELEVATION LOWER LOW WATER MARK 03/22/2014 = -1.6' .),;h+ � S ' ,1�1, 1 WATER DEPTHS SHOWN IN INCHES ARE REFERENCED TO I ) O \ / LOW WATER BEING AT (0.0") 4,,y+ (11 Fj.C,--y' 17.>,_� \ I I I ' �'k a,�� 'A+ l6 \ \ \ \ I I to TEMPORARY CONSTRUCTION ENTRANCE + - s� 0 9, �l L1`� ` °1� \ \ \ \ \ 1� �, (NOT TO SCALE) rn I >:>:>' ,!,^' l.S `b i�""+ �"E-1 :. A 4. ,ji9� \ 1L \ ip� i 50' MIN. +,0� C� 11 OG �t T \ / OR TO BE SUFFICIENT TO P ti 1 KEEP SEDIMENT ON SITE TYPICAL STORMWATER UNIT �` (TOPS TO BE TRAFFIC BEARING) ��, +;,9• Q ,F I HAY BALES AND/OR (NOT TO SCALE) �� "y pl �2� �0 1P / ! SILT FENCING a X; �0°' � l P I� ' GRATE OVER CAST IRON INLET FRAME & COVER FLOCKHART 63518 TYPE 6840 .6+ X1,5 lA� o DRAINAGE BOX ( # ) Q� , l OR 6"THICK REINFORCED CONC. COVER C)\.)- 6 �"/;+ ,�' 4, I FINISHED GRADE C,�O, +��+ o) i'� o Z 8" TRAFFIC BEARING SLAB 1-0" I •� ' �__, (max.) ,5> , + �� ,. 113 ' --------y---------- � I '� Q 1= I I - . . o `, 2d 3, -- - - o --- --- 1A) '�' M I �c,'r N - PIPE FROM ROOF UTTERS �+', ALL AROUND + `19 ,,' CRUSHED 3/4" - 1-1/2" STONE 26 Zryl �+ 11') HAY BALES AND/OR o ' 1 �'� + SILT FENCING INFO PSI ® 28 DAYS (71" / � l LEACHING RINGS ,i „5 �1 REINFORCED PRECAST CONC. + o' 3,-0" 3'-O" 1y6 ��.F o% PLAN VIEW irf / fG "'� �q� ") (min.) q- (min.) ',• � + 161 O O i'� + `11) ROAD _ EXISTING GRADE o.. '\ ,''' ,,l I E �Gj } l\9 HAY BALES AND/OR N`E' Da , 1 SILT FENCING ' ,'' 11, GROUND WATER / I + CONSTRUCTION ENTRANCE BASE OF / '�',� COMPACTED O.T. STONE BLEND J "I (�',Ag ( OR N.Y.S. D.O.T. APPROVED R.C.A ,i' fij FILL TO 18" MIN. ABOVE EXISTING + (7 GRADE TO ALLOW FOR DRAINAGE <0i CROSS SECTION ..�...-.._...�.._...._,�...... ....., ._________„_,__....,.._,_._,__.._...._.._,_,,._.._......................__...._._._ -..�,........,.-..-.._ a,...,,�.".�._.�.,_..-..,,._._ ), , / ',,)! r Yr, Y r:� ,.«=g poi c „ i STEEL OR WOOD POST (TYP.) 36" HIGH POLE EXTRA STRENGTH FILTER FABRIC STEEL OR WOOD POST I � 10' MAX. O.C. SPACING., REO'D. WITHOUT WIRE MESH SUPPORT (MAX.)( W/ WIRE SUPPORT FENCEyy i 6' MAX. O.C. SPACING W/0 WIRE SUPPORT FENCE" .••., NOTES: TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1 . AREA CHOSEN FOR STOCKPILING OPERATIONS FLOC \`'\ `'\`' `': REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. //\// //\// I TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE •°""�- Z /�,\ ,X\ "'•• i\\/\� I 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1 . '•ATTACH FILTER FABRIC SECURELY K< >r \t/\\/\` VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH To UPSTREAM SIDE OF POST N j j / ' PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE \/ a" x 6" TRENCH I PILE SHALL BE SURROUNDED WITH EITHER SILT `' "' \ \ \ �`� �i\\ \% W/ COMPACTED / / / �:: i / / ,/ i 1 I • 15", "Ih ekn,,,>i,_ STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH ��\��\%-,rj-, � SILT F N . D.TAU, BACKFILL .„___._.,......_...,_.._..................,.t__............_,____,::.�,,,............,....,�.,...,t., 111-... __._..__,m .....,,......,.-,.-,.....�..1--,-,...,-,..-....,,..,._.-....,.„_._....._......_,_,,.,.."..._ �__w..,.,,.,,. H _..,...,, - ....,....�.,.-....-..,....,..,.,._._...�....�..,.�.....,_.__..,.,.,.....-- ----.� APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. NOT TO SCALE AND REQUIRED PERIOD OF USE. TRENCH DETAIL i T 2 SLOPE OR LESS NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO EROSION &SEDIMENT CONTROLS (NOT TO SCALE) g _ MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER Shall include but not be limited to: ,.�,r„rte,.. £,,.Pa, E ,... -^fig'•. `�;°•';- fie`t"?�'Di'e ��, t��tl• ' EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED �< �, C- - , Of .�'. 1 ��,_ STABILIZE ENTIRE PILE 1 SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW A well maintained Construction Entrance, �'i•• OFF-SITE TRANSPORT. I � ' '' WITH VEGETATION OR COVER Wire Backed Silt Fencing, stabilization & 1 Seeding of exposed and/or inactive soils. .,_,....._�....r...._:. ::...., _...,. ..__...._.�.__.. __. .._.... _. Z ................................. .....�.,.,,,.,.,.,............w ....,.,,,,,,,,.,..,,,,,. .,..,, ,,,...... ..1­111 --.1-11111-11— __ � pn .................................... ..,. ....,....., ........,.......,..,.,,. .....wy........ .......,....,....... _. a: _ ei$ �� g PREPARED IN ACCORDANCE WITH THE MINIMUM E „�.„_.'”r.z ”"":Po=::: _ ` STANDARDS FOR TITLE SURVEYS AS ESTABLISHED C .`..._.v::.:.... .m,..._._........ ........ $......_ - ... -- :: .s. ♦c - e 1 BY THE L.I.A.LS,,AND+AP$gOVED AND ADOPTED FOR SUCH B H ,NEIN RK STATE LAND I I i I / \\, \ �I I DRAINAGE Engineering at 765-1560 before TITLE ACO It r¢N T� I j t t Err l 1` `ii ?::._ '?. f_ I OaCkfill OR Provide Engineer's Certification �� IL— ..,..,_„_,.n.....,..._... _.....:__...._._........_.......,...._. E - .. = 1 g ,rte �Q.I '� I that the drainage has been installed to Code. z- �' ..w ; t '- ” ` •�1L_ LNT `I .. �.. r - ; i �€ € r, AI` 1'31 ,< , APPROVAL OF STORMWATER MANAG236 'c��r,��,,__,, a ¢''rc1{ E� =`1,:148gitr y, m si 441? , €�; £�11 ` IABtL4 $ y q� r e 1 € � � `�� CONTROL PLAN - n CAl� I� t,ek? A _�� jEj Date: 1_ y , € a € Approved by: 0 C•t, �aIwpv(ii ,: f r " F-,. -7,0 i3. qtr ..- ..._...........,..._.....r N.Y.S. Lic. No. 50467 -..,,4 I :ems •^;" ��,' € j Itt9 1.:.,.,:.. 1': .�..._..„._._? ,,,•,;,.,,'' „z; ?•„...�.^: ,,�„.„„ STRAW BALES OR SILT FENCE UNAUTHORIZED ALTE TI OR ADDITION ION OF ` ?`, ,`.> l kF t _ _` ' ( tc” 1 1.",' j`•"� 1`''"" I SOIL STOCKPILE SECTTO HON 7209 DEIS SURVEYSIRE NO EWTYORK STATE Nathan Taft Corwin '�' € :>; i "" "'” " "' '"'"°�"'""' EDUCATION LAW. f ((2� ut 1 5 ', : <, ig' ,1,� ° T` Ff��.! t, � I (NOT TO SCALE) s, .,e„ tL\„”' z; }vEre,1 pters; � 4 ``_ � T `„`\ COPIES OF THIS SURVEY MAP NOT BEARING and Surveyor 7 1 `�I THE LAND SURVEYOR'S INKED SEAL OR Y �p•sV L, L €rl } ! = EMBOSSED LID SHALL NOT BE CONSIDERED : , TO BE A VALID TRUE COPY. ” I {;`�A' & JAI! i„a"EWA. ' # , ,1':.i...:.,:.... ,�"•............. ,.....,.._,.„,.,__..,,_.�,.._.�...__.......,. -, CERTIFICATIONS INDICATED HEREON SHALL RUN EY ' _ "j t- i ...,," eil7a':?�� .. ',V # ...... `,<. a... .. r Successor To. o A L.S. r. L.S. I " ,_ f;:: € i3 t,.::. ...� ��.t seph Ingegno _ . _} i •' SN PREP RED ANDS ON H�S BEHALF TH Jt J RV A E :: "-^ '"'"' " ---'•l-' —" TITLE COMPANY, GOVERNMENTAL AGENCY AND z e a : LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout as,ml • K =$'',.;<;�,z,,w ,�g l„�S;P?P•1u TO THE ASSIGNEES OF THE LENDING INSTI- L - ___.____.. _1111.. .. ............ ..................... ........................................._ _._.,_ - _. ,..-a.1111.- .., _1111... _.. ...................__,_.,._ _.. _, 1111... -.11.1._._,.1....,� ��,.,m � ��� PHONE 631 727-2090 Fax 631 727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE ANY,, N RIGHT OF WAYSOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 ANDEASEMENTS S OF RECORD, IF Jamesport, New York 11947 Jamespod, New York 11947 N 34-277B 1 PRODUCED BY AN AUTODE% EDUCATIONAL PRODUCT l;" ��JOg��0�•6ti ac> %"0 NcPa so� �ypti6p SURVEY OF PROPERTY 6 t1 2 � SIT ATE L a�� O' �" \�\ ' s$• o un KEY MAP TINo o SCALE ,"-200' TOWN O F S O U T H O L D 9 ° `�" Ln. aN �o SUFFOLK COUNTY, NEW YORK _ q S.C. TAX No. 1000-75-06- 6. 1 t� o }yam J N M SCALE 1 "=30' cn� z N'IL` t�C y iC� •�.per± a H DECEMBER� a , s 71•p800 � � � �o FEBRUARY 1 , 2015 BER 2, 2015 ADD PROPOSED HOUSE �S FEBRUARYAPRT 0,9202016 16 REVISED PREVISESIOEPOSED PLAN HOUSE N 0 85.44 1 � �' �C N v APRIL 14, 2016 REVISE WETLAND BUFFER & PROP. DOCK AL r. �� y MAY 4, 2016 ADD FLOOD ZONES JULY 12, 2016 REVISE DRIVEWAY S o o, JULY 23, 2016 REVISE DOCK 13\ 44 2 0 SEPTEMBER 15, 2016 REVISE UTILITIES AL 01 LTI TOTAL AREA = 952,793 sq. ft. � - �` 0' 21 .873 ac. �o Off•\ 4- ya CER TIFIED TO: SAMUEL SINGER y GOLDMAN SACHS BANK USA STEWART TITLE INSURANCE COMPANY �N I` ADVOCATES ABSTRACT, Inc. 1 i ALo I PROPOSED AREA AL ° 10 DESCRIPTION AREA HOUSE 2,982 sq. ft. 'o GARAGE 1,920 sq. ft. AYE $ INGROUND POOL 1,200 sq. ft. N 00'25'22" E 31 �-� 1 POOL PATIO & WALK 3,476 sq. ft. 102.85' M Ak M \ °� c� HOUSE PATIO 1,150 sq. ft. N 9 (2) STOOPS 155 sq. ft. AL a a H �Ln� 1 � � l,o�� cox 0 1 1 TOTAL 10,883 sq. ft. o/ 3 w�9s o A, � avz / 1 4 1 a T- � l � W a r r o 49'12'30' 49.22' / m / 1 i� TEST HOLE DATA 12'S0'17" / �(Il� / (TEST HOLE DUG BY Mc DONALD GEOSCIENC E E ON DECEMBER 3, 2015) 146.62zm0. F� LA // �O �•.. �/ EL 11.7' DARK BROWN LOAM OL f ° 1 S.0 030 �O •p. / 1 BROWN SILT ML M ' illi v ``- lit / n' O o o I o qo y� // 3 / '( DRIVEWAYin 3' �•; t., �,£�x o / / r ' I l\,� DRAINAGE SYSTEM CALCULATIONS: IL / • VVV + BROWN FINE TO MEDIUM SAND SP 1 '^ a tn� • / a / (2' RAINFALL do 60% RUNOFF COEFICIANT) 1 ?mle`°' DRIVEWAY AREA (12 X 200'): 1,200 sq. ft. ,u� ,u� s� r; y / o' ( ( � 1,200 sq. ft. X 0.17 7 X 0.6 = 123 cu. ft. 123 cu. ft. 42.2 = 2.9 vertical ft. of 8 dia. leaching pool required N 7989126 °°p " c /// X 3'N\p py ' 9 P q 84 W jl o o x D§�Rp1NP I PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOL Ile N oa fn O .1 I I .2 Z EL. 0.3' 11.4' 'P N I�� � � / •. •Q ��"• I �� \� / /// WATER IN BROWN FI / ;M��` •. O,. \ \\\\ ASAND SP I �Py / // // oyED R\ \ ` �A•1 \ \ \ \ s/ ,� of � AL 17' z IN Ips Of z ODS AREA OF DETAIL // // // 44 / I � m 'II PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) / / / / / / • r 1 - ' a HOUSE TOP BURIED TOP BURIED / / / / / / . �.!. 1 F.FL.. 15.0 4' DEEP max. FINISHED GRADE PRECAST REINFORCED CONCRETE COVER 4'DEEP max. / ELEV. 12S• 8URIED V DEEP m£n. 2' DEEP max. PRECAST REINFORCED CONCRETE COVER 24'dia. LOCKING,WATERTIGHT At INSECT PROOF FINISH GRADE BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER To GRADE �" ELEV. 13.5, / x MIN. 4•dio. 20•min APPROVED PIPE O'min. 6/ / / / all, / j - / ' 2o'mtn MIN.a•dia. TOP El_ 10.1' . • PRCHED 1 4' 1' TOP ELEV.112 APPROVED PITCHED 1/8I/1' PE iL 11 INV. EL 3 .. - SAND '' 0 4'dta. 3'CLEAN 10.1• INVERT 5�; m CID COLLAR ELEV.29 .a: INVERT�.4 PIPE • p, ue / + 3 FLOW "1'r� '1 3 . BAFFLE9. /// // / / '\ ' \ r 1 ELEV,,T._4' a HIGHEST EXPECTED GROUND WATER 3. 1'ABOVE HIGH WATER ELEV.2-C SEPTIC TANK (1) _ GROUND WATER 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDiDOM HOUSE IS 1,000 GALLONS. ELEV.D-,' 1 TANK;8' LONG.4'-3'WIDE, 6'-7•DEEP LEACHING POOLS (3) X / / / 'SS 1 2.CONCRETE SHALL HAVE A MINIMUM CDMPRESSNE STRENGTH of 3,000 pei AT 28 DAYS. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq tt SIDEWALL AREA. I 3.WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4. 3 POOLS; 4' DEEP, 8' dia. / ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. / \ / ' \ 1 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK 15 WATERTIGHT. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) -10 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF ft 4 LEACHING STRUCTURES. SOLID DOMES AND/OR SLABS. �' /7 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE MAINTAINED. LAI, / / I \ 8.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 11.2 1 6.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. / 1 114 \ 1 X 11 4 11.7 _ / • I 1 NOTES: I,II, / / , / / / / p�A• \ ,�11•7 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM / 7.1o.o / / / o oR�v,E> \� O�M� EXISTING ELEVATIONS ARE SHOWN THUS: 1 R EXISTING CONTOUR LINES ARE SHOWN THUS:-- --10-- -- Xt PR S�1NE G W 1 c 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. / // �'� wI TELECOM 1§NES/ TEST HOL E �, 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP / / / / oP05E TRIG�NE !L w-G OppSEp ELEG 13� \ 11 z rn 1 G rn 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. PR \ / M(3 mr 3 POOLS; 4' DEEP, 8' dia. \ it.s 1 O PROPOSED EXPANSION POOL 2-6 PROPOSED LEACHING POOL 11.6 PROPOSED SEPTIC TANK I I f ` OP SED R y11AY A A \ 12. 1 I'::'':`.,:T'y�0;::`:':; pR � 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD PIT OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 0 5. FLOOD ZONE INFORMATION TAKEN FROM: 0 I I \ / \ \ ` ICs:.i;.:'.::r °1=�' \ y FLOOD INSURANCE RATE MAP No. 36103COl 62 H I i 1 \ I,'p u1 �''.':'. x 13.3 \ o ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X : AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD C o WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN \ y 6 ! \\ ' 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 0 $2' I \11 I X \ \ \ \ \ �o '\ `<: .": . 1 HOUSE & GARAGE Z \ \ I m \ 3 O z ...:,. 1 DRAINAGE SYSTEM CALCULATIONS: D C HOUSE ROOF AREA: 2,980 sq. ft. 13.2 lS a 623 2 980 sq. ft. X 0.17 = 507 cu. ft. 0 1 \ ( \\ \\ \ \\ \ xY �A \ \ 0 \ ... ...: °. X I 507 cu. ft. / 42.2 = 12 vertical ft. of 8 dia. leaching pool required \ \ \ p.::: 1°c" \ PROVIDE (2) 8 dia. X 6 high STORM DRAIN POOLS C/) 13.2 112 � GARAGE ROOF AREA: 1,920 s ft. \ \ m x \ \\ I \ \ _+'::':...:::::::::... \ 0 1,920 s ft. X 0.17 = 327 cu. ft. rn �'' 1 I q 0 \ \ \ f "":�" 327 cu. ft. 42.2 = 8 vertical ft. of 8' dia. leaching pool required C \ \ \\ 1 \ \\ op ; I / a PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS D 1>I! x \ . ZA x ':..'b.6 C _ x i- / / 1 0 \ 4. / O f \ \ \ * \ \ o.... :::: Y �\ �P¢ *13.2• /// // / 1 0 x _ / / X� x 1 \ / 1 �� \ y2° R 015 ' P \ �• I _ X `X X W 1 0 X7.4 \ 01 X - -- - / / / / x 1 1-4 \ \ / / / / X1.4 ��. all, \ x / X- X 12.8� Y�+ '0 l \\ �2ro0 l i N+ �ti� \ �s�o I / \ / 17.6 ll leo o1.4 11.4 .♦x 6 I / 1�f X11 0.2 + ELEVATION HIGH WATER MARK 03/22/2014 = 1.4' ELEVATION LOWER LOW WATER M K 03/22/2014 = -1.6' AS all, WATER DEPTHS SHOWN IN INCHES ARE REFERENCED TO '41*+ LOW WATER BEING AT (0.0') , + �T ^y '115 \ I I ( / f q+ S� O 11\1 °c't" \ \ \ \ VO 122 -j-6 1ti45 yy+ 111\ co 0� (75 M -_... _...- ., _ ._,_w,._,_......,__................._.._....... __ .............. ._.. _...,.._., _._.......m ,..,...,.,. -._ _ ... .... 51Ni:-;r'-� ��:..r / � ��_ '�(°+`�l �1� ` ��"r�� #fir ,�(. / € ...... ..............._.-..._....�._..._ __.._-.w............._.... ........ ..._ : } 3 ( ) I } £ E } } .................. _... _ _._......,...... _. .. :::. .c'� ::__ ,., ev. _ _�eF " a �......, a PREPARED IN ACCORDANCE WITH THE MINIMUM _...,............... . -�:: s.�m STANDARDS FOR TITLE SURVEYS AS ESTABLISHED SHED .. _... ..... BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND z \ 8 g TITLE ASSOCIATION. ' •�1I 7'0C' ) � `> +••\'\` }:�' & ?" i R 3f > r Xi E .� ej. N.M /' f"o"'""-tt � l t}^ " t>'>' d� M ��:.> R.. ....,.._...v_ \._..... ... ."ref /N•Y.S. Lic. No. 50467 S j 3 ;•*�•••�-- •.�..�.:�.-.....••,.•-�.,,m :>,,•• '�:-........,..;...,..•� UNAUTHORIZED ALTERATION OR ADDITION t�;.e1 i THE NEW YORK STATE Nathan Taf d<. af'L ... ED Corwin III ,_ { A.,._....__.__, .w.,.m....................._.,..._.... ...._�_,...._....,�..........,..�.�... SE OUCATION209 OFTHIS SURVEYS A VIOLATION OF (! sf`� £S a}1 [. IA3 ..,fx� m ° f£ LAW. FARING t fi «« _._ } COPIES OF THIS SURVEY MA NOT B SURVEYOR'S Land Surveyor EMBOSSED SEAL SHALL } TO BE A VALID TRUE COPY. ��1��,','�i# • I _w Successor To: StanleyJ. Isaksen, Jr. L.S.(` CERTIFICATIONSINDICATED EOM SHALL RUN ONLY TO THE PERSON FOR WHO THE SURVEYJoseph A. IngegnoL.S.� "IPREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout ":'i` �' §�. .•-• ,�• ,p LENDING INSTITUTION LISTED HEREON, AND ....,.M........„...... ............... ......�..........................,::. __,..._ ....,.,. u� 1 TO THE ASSIGNEES OF THE LENDING INSTI d PHONE 631 727-2090 Fax TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 ANY,, NOT SHOWN ARE NOT GUARANTEED. ANDEASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 N -LonGOHd IVNOlyona�j >ISDaOlw NV A9 aao-nGOHd 34-277B PRODI 10ED BY AN Al ITODESK EDUCATIONAL PRODUCT P D V; ,off s �faQ SURVEY OF PROPERT JUN 2 0 2018 °°-°, ^ Ao SITUATE E ,DMT0=1�1) ° x P�E C O N I C TOWN.07 so a LnTOWN OF SOUTHOLD N KEY MAP SUFFOLK COUNTY, NEW YORK SCALE 1"=200' ° S.C. TAX No. 1000-75-06- 6. 1 bo V, 0,96,°d'. 0 � �^ �� xr� ���`'•'o N d oSCALE 1 "=30' 12 WIDE DRIVEWAY SWALE LA o DRAINAGE SYSTEM CALCULATIONS: FEBRUARY 1 , 2015 " a AL f � r W,0 (2" RAINFALL & 1009, RUNOFF COEFICwNT) DECEMBER 2, 2015 ADD PROPOSED HOUSE �J -.1_C' DRIVEWAY RUNOFF: z FEBRUARY 10, 2016 REVISED PROPOSED HOUSE 45 �` '� -av'`=' REQUIRED: 12 ft. X 2" X 100% = 2.02 cu. ft. PER LINEAR FOOT OF DRIVEWAY 0 5 1p W Z o„oo, � APRIL 9, 2016 REVISE SITE PLAN N 2X66' Og'00 $ r PROVIDE: 10 ft. WIDE X 6 DEEP SWALE = 3.34 cu. ft. PER LINEAR FOOT OF SWALE APRIL 14, 2016 REVISE WETLAND BUFFER & PROP. DOCK 7� 5 1111.81 r^ x MAY 4, 2016 ADD FLOOD ZONES 1633" E AL v JULY 12, 2016 REVISE DRIVEWAY 0 9544 N JULY 23, 2016 REVISE DOCK SEPTEMBER 15, 2016 REVISE UTILITIES AL o OCTOBER EMBER 2016 5, 201D6 REMISE WATER D DRIVEWAY" o 131,4 i o DECEMBER 5, 2017 STAKE HOUSE & BARN FOUNDATIONS y A o, 1 MAY 1, 2018 FOUNDATION LOCATION 0. 0 1 TOTAL AREA = 952,793 sq. ft. 0) 9 '1 21 .873 ac. °°�+\ 9. CERTIFIED TO: y IL �� � � TP1 SAMUEL SINGER GOLDMAN SACHS BANK USA Nw AL 1 STEWART TITLE INSURANCE COMPANY C , ADVOCATES ABSTRACT, Inc. o 1.5--- 1 AY 6 1 l'6, >,a�s Ln 1 O tJ> AL 0; 1 Z � � AL ° N 00'25'22" E 1 102.85' 1 o + ryNN. AL tr oo '�,= 1 o, tnx�o AVS R a N�e� W 4 b LA AAS N►: a 70 C) 0 INW x� 49.12'30 0 0 49.22 AL 1� 12'5Q17" 146.62 to a M ,L 0 1 CO r�1 0p I AL o Oos y� 1 �5 N AIL to ��f nx Q 11 1 am 1 AIL AL AL 0 J 00UL!, C," m .Z1 - Z o O EDGE DF CID 1 o I N100D5 1 Mme. AN IAL 11 1 N os �Py ti AL 1 AREA OF DETAIL / 1 _\\o0- 1 / / I ' � 1 fpilN ATION \ — 1 — lP EST T rn i y 94' 1 � J 1 N 10 C. i z e o� F�UNDATjON — —— _ i T �� ' / G OL O / _ a0 g 4' 4.3' •0 1 o' / 45• a n 7.3� Z C C) 00 -n o Col Z n O b i 0 O• o G Z n o' O Z � o t — — Ao 10 0 i O a ♦ a O 111, Z 2 % \ 1 ` 5 1 o I a 15 '4 �!\DE UR NPTp,o\TRPRrLP ♦ 1 �os �� NON�UFFER ` `♦ It O a `♦ \ 1 N ,d1, �� ♦ >f � 1 AGrR \ \ 1 i 1 61 gos PREPARED IN ACCORDANCE WITH THE MINIMUM P STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND-ADOPTED / FOR SUCH USE BY THE N "rOl, STATE LAND TITLE ASSOCIATION. ,[ „�! t..111 i''�'z'kCO *1 ELEVATION ELEVATION HIGH WATER MARK 03 22/2014 - 1.4' , ELATION NDEPTHS SHOWNLOWER LOW ANRINCHES ARE2REFEER NCED T02014 • IL ;7 LOW WATER BEING AT (0.0') k; N.Y.S. Lic. No. 50467 UNAUTHORIZED TO THIS SURVEY LSEA VOCATION OR ADDITION Nathan Taft Corwin iii SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED i TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE TUUTION. CERTIFICATIONS ARE NOT ITRANS EIRABLE. PHONE (631)727-2090 FOX (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 PROM ICED BY AN Al ITODESK EDI ICAT ONAI PROM Ir-T 0Q� GPe�� SURVEY OF PROPERTY X�� ti� ��� �a SITUATE c?a �NNa '.sp°6,, yy 6,L6° • �'pE t x PEC 0 N I C 00.4 z . TOWN OF SOUTHOLD O Lit :.' SUFFOLK COUNTY NEW YORK �,�'►� , o \;\ �o ,o KEY MAP r Q- S.C. TAX No. 1000-75-06-6. 1 � O SCALE 1"=200' ' 1 =30' , oSCALE ,� 9o�j N 66'.� o 0 FEBRUARY 1 , 20 15 `,,o `O mo '�` DECEMBER 2, 2015 ADD PROPOSED HOUSE �x FEBRUARY 10, 2016 REVISED PROPOSED HOUSE d ox APRIL 9, 2016 REVISE SITE PLAN �s: o� a APRIL 14, 2016 REVISE WETLAND BUFFER & PROP. DOCK ' y`�' N ciMAY -n n� JULY 4, ADD 2016 REVIS�ODR DRIVEWAY NES rr 'Ti JULY 23, 2016 REVISE DOCK $ a1 o f` r� �.� Q 71 <" xr � � m +CTS A �- SEPTEMBER 15, 2016 REVISE UTILITIES OCTOBER 25, 2016 ADD STORMWATER NOTES ro"S AL ILA N 0 95 ; vx O - DECEMBER 0 ria %i C, DECEMBER 5, 2017 STAOREVISE EF KEHOUSE & BARN FOUNDATIONS o AL � n a c' :r, � MAY 1, 2018 FOUNDATION LOCATION cv 0 0 r r- -` JANUARY 1, 2020 FINAL SURVEY o O Cid I t.• Cr y G3 co rn 0 1 00 & o a _�J y <° � ?� -1 TOTAL AREA 21 8737ac. sq, ft. W a s ;. �� � :, to � _ � �.., „ �: 1 .gyp• I .1 K' a �.... s i:io c`m o I CERTIFIED T0: m r"s T 1 SAMUEL SINGER n i'7 �' ^ nU -� 1 GOLDMAN SACHS BANK USA v mr $ STEWART TITLE INSURANCE COMPANY 'n o11 ADVOCATES ABSTRACT, Inc. 2 �` oy ci '~ r�� ft7 1 v EL [; w lames y CY > Ln 1 f^ � A O •��lS � y 0 1 � O N 00'25'22" E AL O 102.85' �" AL <^ 1 0 1 N, cv z/ AL \1 Olt 11 SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE z AL�H o Z o� cnx 1 CORNER QA CORNERFB �0 y' o AL .�, SEPTIC TANK 54' 28' � \ I � COVER w � £ ��� LEACHING POOL , J dx O oN I N�, �° COVER 1 56 40 0 " W o LEACHING POOL o 72.5' 52' AL4g•,2'3r 49.22' = r COVER 2 LEACHING POOL 1T 5017" E $$ Z COVER 3' 67' 39.5' 146.62 f v 173 O N 0 fm 1 0'o ` g 0 1 ✓`I O O ICLOs ''j� 1 s 1L 6 0) ZAL Ai, A, �OO� wN � 1 00 U: I 11 �1 -1 O x f c Z AL C 0 EDS OF N N A I 0 1 11 No's• -0--4" IAk.�o a _ O,N I ��AL £ I AL 61• Ak °F 1 ,S s�s, k, y AL s AL /y .Ipc� 501 f I AREA OF DETAIL .���s�'t / I / 1 r �QS £ /' 1 �o� 1 I \ ' 1 \ i R\N j WOOD nEOF G p� dL 4) NRUNrt / •' • '•� 1 \ COND. 1 z m \ _ • • 7 , WATERN Pr 9.2 4.0' >_II` / / -n + ..� .+.• .°,.• �:� :•v.. : `�' GEN I CL / W Nm • ... �^� mo U14ELL ` _ • . . O 1 a B GXMFENCE o o 1 v p0� WIRE o 45.3' N z \ m STEps \ y,... .o y \ ` 1`-'1 •�9'• •GRAIL WPJJ� r-i SEpKC w y � ` ;• TAN � DR'fWEll All .-.r \ To- �O 1`_i 32.3' CO C. 'Ao ` Qp001�S CNING ' °; ,•. ::.. 51J� g \ t• T raI WE' \ lJ p o GRANE 0. �lllc O O x* v o \ 1 1 r \ AL 1 \ I EDGE OF CLEARING 1 m os 15' NjtGEj NARAW RBPN \ NZ SO 6VFF�R PRA � � 11 1 .0 � O N XIL \ ROD 05 It NPGPQ � s� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I•A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. A AI, t , A � �/' \��F�'' �I„"."R`"•����r%`N Y.S. Lic. No. 50467 ' TO THIS SURVEY UNAUTHORIZED ALTERATION OR ADDITION Nathan �T"of t Corwin fi l l SECTION 7209 FSTHEV EWTYORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUT10N. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 RESIDENTIAL ELECTRIC SERVICE CALCULATION SHEET METHOD A MECHANICAL EQUIPMENT NOTE ELECTRICAL SYMBOL LIST Project Name Richmond Creek Residence APPROVED BY SYMBOL DESCRIPTION 1. REFER TO MECHANICAL AND PLUMBING EQUIPMENT PLANS,RISERS,& Project Number 2016143 DESIGNER NOTE:TYPICAL LOADS FOR HOUSES&TOWNHOUSES INITIALS DATE y State Long Island-NY SCHEDULES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. SURFACE MOUNTED PANELBOARD This calculation sheet is based on Section 220-B and Annex D of the 2011 NEC. 2. PROVIDE DEDICATED CIRCUIT,AMPERAGE,PHASE,AND WIRE SIZE AS REQUIRED FOR EACH PIECE OF MECHANICAL EQUIPMENT. RECESSED PANELBOARD SYSTEM VOLTAGE SYSTEM PHASE SQUARE FEET, �I 240 1 6900 Lam' DISCONNECT SWITCH General Lighting and Receptacle Load UTILITY GENERATOR APPLIANCE/EQUIPMENT RECEPTACLE NOTE [S] FUSED DISCONNECT SWITCH EQUIPMENTQUANTITY LOAD% UNIT VA LOAD VA QUANTITY LOAD VA NO DIVERSITY 1. COORDINATE LOCATION OF POWER OUTLETS WITH APPLIANCE MANUFACTURER'S ELECTRICAL MOTOR Lighting/Receptacle 6,900 100% 3.0 20,700 1,000 3,000 REQUIREMENTS AND ARCHITECT. 2. PROVIDE DEDICATED 120V OR 208V CIRCUITS,AMPERAGE AS REQUIRED,FOR D ELECTRICAL METER r-, Small Appliance Load APPLIANCE POWER. EQUIPMENT QUANTITY LOAD% UNIT VA LOAD VA _• !- t: . I i j ° �� �� SPD SURGE PROTECTION DEVICE ' !! C'' T! - is''J;r. C," J 'Fnrt Small Appliance 2 100% 1,500 3,000 0 0 f }i `UIi:`E FCR CABLE/DATA/TELEPHONE NOTE P, t;U i f ill, h�N ERi iii;;S, Laundry Load /-\ BRANCH CIRCUIT WIRING,CONCEALED IN WALLS OR CEILINGS EQUIPMENT QUANTITY LOAD% UNIT VA LOAD VA CABLE,TELEPHONE&DATA HAVE NOT BEEN INCLUDED ON THESE DRAWINGS REFER TO THE ARCHITECTS AND/OR OTHER CONSULTANTS DRAWINGS ANDHOMERUN TO PANELBOARD,UNLESS INDICATED OTHERWISE SHALL BE Laundry 2 100% 1,200 2,400 0 0 SPECIFICATIONS FOR LOCATION OF OUTLETS AND SPECIFICATIONS.COORDINATE -� CONNECTED TO A 1 POLE,20 AMP CIRCUIT BREAKER LIGHTING/RECEPT/SMALL APP/LAUNDRY SUBTOTAL 26,100 3,000 26,100 WITH ARCHITECT. BRANCH CIRCUIT WIRING,SWITCHED ~, 1 G!: DESCRIPTION LOAD FACTORS UNIT VA LOAD VA / First 3K VA up to 3K 100% 3,000 3,000 3,000 3,000 AUDIO/VIDEO NOTE CEILING/WALL MOUNTED JUNCTION BOX.;,_.,_ 3001-120K VA next 117k 35% 23,100 8,085 0 0 a 120001VA and up 25% 0 0 0 0 1, AN REQUIREMENTS SHALL BE COORDINATED WITH THE ARCHITECT ® ' SUBTOTAL 11,085 3,000 AND FINAL AN PLANS PROVIDED BY THE AN CONSULTANT. Q� DUPLEX WALL MOUNTED RECEPTACLE 2. REFER TO AUDIONIDEO CONSULTANT OR ARCHITECT'S DRAWINGS FOR EXACT © HALF SWITCHED DUPLEX WALL MOUNTED RECEPTACLE Fixed Appliance Loads QUANTITY AND LOCATION AND ALL OTHER CIRCUITING,CONTROL,AND WIRING EQUIPMENT QUANTITY LOAD% UNIT VA LOAD VA REQUIREMENTS. Refrigerator 2 75% 1,200 1,800 2 1,800 2,400 DOUBLE DUPLEX WALL MOUNTED RECEPTACLE Mini Fridge 1 75% 400 300 0 0 400 Range(gas) 1 75% 200 150 0 0 200 a DUPLEX RECEPTACLE,MOUNT ABOVE COUNTER HEIGHT Dishwasher 2 75% 1,200 1,800 0 0 2,400 LIGHTING NOTE t' !,'�iCAT1ON Microwave 0 75% 1,200 0 0 0 0 �GFCI DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTION NT BEFORE Ice Maker 0 75% 1,200 0 0 0 0 ` 1. REFER TO ARCHITECTURAL FINAL DRAWINGS FOR QUANTITY AND LOCATION OF SPECIAL PURPOSE RECEPTACLE,NEMA CONFIGURATION AS INDICATED + OF OCCUPANCY Refrigerator Drawers 0 75% ter, 1 y 750 0 0 0 0 SWITCHES,LIGHT FIXTURES AND ZONES. Warming Drawer 0 75% 500 0 0 0 0 " -7 USED W MATER Garbage Disposal 0 75% 900 0 0 0 0 2. REFER TO ARCHITECTURAL DRAWINGS/SCHEDULES/SPECIFICATIONS FOR FIXTURE V DUPLEX/TELEPHONE/DATA FLOOR OUTLET `SYSTEM CANNOT Insta Hot 0 75% 750 0 0 0 0 SCHEDULE AND CEILING PLAN. 0 COMBINATION TELEPHONE/COMPUTER OUTLET,TWO GANG BACKBOX WITH 3/4" D211 0 OF 1% LEAD. Fixed Appliance Loads Subtotal 4,050 1,800 5,400 3. COORDINATE SWITCHED RECEPTACLE LOCATIONS WITH ARCHITECTS/LIGHTING CONDUIT STUBBED INTO ACCESSIBLE CEILING.PROVIDE NYLON PULL STRING AND CONSULTANTS FINAL PLANS AND ARCHITECT. BUSHING Miscellaneous Loads S SINGLE POLE TOGGLE SWITCH 4. PROVIDE JAMB SWITCHES FOR CLOSET LIGHTING AS REQUIRED BY AV 1 100% 3,000 3,000 0 0 3,000 ARCHITECT/LIGHTING CONSULTANT. S3 THREE WAY TOGGLE SWITCH Boilers 1 100% 250 250 1 250 250 SD DIMMER SWITCH 5. PROVIDE ADEQUATE WIRING,QUICK CONNECT PLUGS FOR LIGHTING FIXTURES Boiler Pump 2 100% 90 180 2 180 180 THAT LAND ON A REMOVABLE ACCESS PANEL,AND/OR JAMB SWITCHES FOR PLUMBING Hot Water Pump 2 100% 800 1,600 2 1,600 1,600 HINGED ACCESS PANELS. LD LEAK DETECTOR ALL PLUMBING WASTE Hot Water Recirc.Pump 1 100% 2,880 2,880 0 0 `r`e'al„ R Ll'vEs f';e-J Unit Heater 3 100% 144 432 3 432 432 6. REVIEW ARCHITECTS LIGHTING FIXTURE SPECIFICATIONS AND COORDINATE 120 V HARDWIRED,CEILING MOUNTED HEAT DETECTOR . � - VENTED ACCESSIBLE LOCATIONS FOR REMOTE TRANSFORMER AND LED DRIVERS TESTI; G EErO RE COVERING Domestic Booster Pump 1 100% 4,080 4,080 0 0 4,080 AS REQUIRED. 120 V HARDWIRED,CEILING MOUNTED COMBINATION SMOKE/CARBON MONOXIDE Site Lighting 6,900 100% 0.3 2,070 0 0 2,070 CO DETECTOR.INTERCONNECT ALL SMOKE/CO&HEAT DETECTORS Range Exhaust Hood 1 75% 500 375 0 0 500 SWITCHED RECEPTACLE NOTE CO 120 V HARDWIRED,CEILING MOUNTED CARBON MONOXIDE DETECTOR Motorized Gate 1 100% 1,800 1,800 0 0 1,800 Exhaust Fan 6 100% 100 600 0 0 600 HALF SWITCHED RECEPTACLE 1. COORDINATE SWITCHED RECEPTACLE LOCATIONS WITH LIGHTING 17,267 2,462 14,512 CONSULTANTS,FINAL PLANS,AND ARCHITECT. Dryers DO NOT PROCEED WITH EQUIPMENT QUANTITY LOAD% UNIT VA LOAD VA 2. LABEL LIGHTING CONTROL WIRING USED TO SWITCH RECEPTACLES IN - RECEPTACLE J-BOX. Dryer z 1°°% 5,000 10,000 ° ° 10,000 RECEPTACLE FAWNG UNTIL SURVEY ° ELECTRICAL ; OF FOUNDATION LOCATION Dryer(gas) ° 1°°% 2°° ° ° ° ° � GENERAL ELECTRICAL NOTE HAS BEEN APPROVED. A/AMP AMPEREJG JUNCTION BOX Electric Cooking REFER TO ONE-LINE RISER DIAGRAM AND DETAILS FOR FURTHER INFORMATION. AC ALTERNATING CURRENT Krklil. THOUSAND CIRCULAR MILS EQUIPMENT QUANTITY LOAD% UNIT VA LOAD VA ACU AIR CONDITIONING UNIT K'.,; KILOVOLT AMPERE REFER TO MECHANCIAUPLUMBING/ARCHITECTURAULIGHTING/COMMUNICATIONS/ETC.PLANS FOR � . , ! Oven 1 100% 5,000 5,000 0 0 5,000 FURTHER INFORMATION ON COMPLETE SCOPE OF WORK AND EQUIPMENT AFF ABOVE FINISHED FLOOR 1'"04 KILOWATT Range 0 100% 8,000 0 0 0 0 REQUIREMENTS.CONTRACT TO INCLUDE ALL ELECTRICAL WORK FOR A COMPLETE AFG ABOVE FINISHED GRADE MAX MAXIMUM WORKING SYSTEM.REFER TO SPECIFICATIONS FOR ALL TRADES. AHU AIR HANDLING UNIT MAU MAKE UP AIR UNIT '7! 4 Electric Cooking Loads Subtotal 5,000 0 5,000 AIC AMPS INTERRUPTING CURRENT MCC MOTOR CONTROL CENTER ATS AUTOMATIC TRANSFER SWITCH MC(Z$ MOLDED CASE CIRCUIT BREAKER a '' f •t ' (I' r fes ' m HVAC QUANTITY LOAD% UNIT VA LOAD VA AWG AMERICAN W IRE GAUGE MH METAL HALIDE ire'11 L LIFE SAFETY NOTE Winter Load BSMT BASEMENT MIN MINIMUM C CONDUIT MLO MAIN LUGS ONLY L f ,r LL� Air Handler 0 100% 221 0 0 0 LIFE SAFETY DEVICES SHALL BE INSTALLED IN COMPLIANCE WITH ALL LOCAL AND STATE LIFE SAFETY CATV CABLE TELEVISION NA NOT APPLICABLE Condenser 0 100% 6,720 0 0 0 CODES. C/B CIRCUIT BREAKER NEC NATIONAL ELECTRIC CODE Winter Load Total 0 0 CKT CIRCUIT NIC NOT IN CONTRACT Summer Load SWITCH DEVICE & RECEPTACLE NOTE COMP COMPRESSOR NL NEW LOCATION OF EXISTING RELOCATED ���DIN�R�(��},(�.�� Air Handler 9 100% 221 1989 0 , CP CONDENSATE PUMP NR NEW TO REPLACE EXISTING 0 CT CURRENT TRANSFORMER NTS NOT TO SCALE �}S�P!� Condenser 2 100% 1. ALL SWITCHES,RECEPTACLES,SMOKE DETECTORS,AND ALL OUTLETS ARE CUH CABINET UNIT HEATER PE PRIMARY ELECTRICAL SERVICE °�R 6,720 13440 0 p CU CONDENSING UNIT,COPPER P POLE Summer Load Total 0 SHOWN IN AN APPROXIMATE LOCATION.THE CONTRACTOR MUST INSTALL THE BACK BOX FOR EACH DEVICE,PRIOR TO WIRING,FOR FINAL PLACEMENT DEGREE PF POWER FACTOR APPROVAL BY THE ARCHITECTENGINEER &OWNERA PORTION OF THEDIA/D DIAMETER PH/❑ PHASE ! F N E Higher of the Heating/Cooling Loads p---� 0 , , . SE Y DEVICES MAYBE RELOCATED,BY THE ARCHITECT OR ENGINEER,PRIOR TO DN DOWN PNL PANEL FINAL WIRING.NO CHANGE ORDER SHALL BE ACCEPTED FOR FINAL LOCATION DWG DRAWING PVC POLYVINYL CHLORIDE CONDUIT TOTAL VOLT-AMPERES 47,402 7,262 No Diversity VA 61,012 ADJUSTMENTS. E EXISTING TO REMAIN RE REMOVE EXISTING co EF EXHAUST FAN RGS RIGID GALVANIZED STEEL CONDUIT v j� MINIMUM CIRCUIT AMPACITY 198 8 KW No Diversity Amps 254 * w ...x�;�'vA • 2. REFER TO ARCHITECTURAL SPECIFICATIONS FOR ALL COLORS AND/OR ELEC ELECTRICAL � (AMPS) ( ) Diversity FINISHED OF WALLPLATES. RL RELOCATE EXISTING r a ' PROPOSED DWELLING SERVICE SIZE AMPS 400 GEN SIZE KW 10 Diversi Taken 77.7% � �-•� u, ELEV ELEVATOR RM ROOM (� - - 4 W 3• EMT ELECTRIC METALLIC TUBING RR REMOVE AND REPLACE ON NEW SURFACE LOCATIONS. REFER TO ARCHITECTURAL PLANS,DETAILS,AND ELEVATIONS FOR EXACT L �a- .fit C7 CES ENGINEERING,LLC EUH ELECTRIC UNIT HEATER RTU ROOFTOP UNIT tJ� p N M.W116,GE !+ JSI''ff 114N�p��',tE[t~�CZUl6�E�! SOA EWC ELECTRIC WATER COOLER SE SECONDARY ELECTRICAL SERVICE 2-3875" at 765-151CA bef= EWH ELECTRIC WATER HEATER SPEC SPECIFICATION RO NP r, k�i!! d l5rcty+��Enia'.l't .05 Cer*t"='=tion WIRING NOTES F FAHRENHEIT SWBD SWITCHBOARD �SS� FA FIRE ALARM TELE TELECOMMUNICATIONS/TELEPHONE FACP FIRE ALARM CONTROL PANEL TV TELEVISION ! w �~� FC FOOT CANDLE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION ��� ��-- 1. UNLESS OTHERWISE INDICATED,ALL BRANCH CIRCUIT WIRING WITHIN BUILDING w A .. SHALL BE 2#12,1#12G MC CABLE.(TYPICAL). FCU FAN COIL UNIT TrrX TRANSFORMERG GROUND TYP TYPICAL 2. LOW VOLTAGE LIGHT FIXTURES MUST BE WIRED WITH 90°OR 105°2#12,1#12G GFI GROUND FAULT INTERRUPTER UH UNIT HEATER MC CABLE AS REQUIRED.REFER TO LIGHTING CONSULTANTS AND HP HORSE POWER V VOLTS A RESIDENCE AT MANUFACTURERS LIGHTING FIXTURE SPECIFICATIONS. HPS HIGH PRESSURE SODIUM VA VOLT AMPERE HR HOUR VAC VOLTS ALTERNATING CURRENT RICHMOND CREEK 3. ALL WIRING SHALL BE CONCEALED IN WALLS OR ABOVE THE CEILING.NO HZ HERTZ W WATT,WIRE EXPOSED WIREMOLD OR CONDUIT SYSTEMS WILL BE ALLOWED. IG ISOLATED GROUND WG WIRE GUARD TOWN OF PECONIC IN INCHES WP WEATHERPROOF s E 4. REFER TO LIGHTING FIXTURE SPECIFICATIONS FOR SPECIAL WIRING NEW YORK,USA REQUIREMENTS. 5. PROVIDE FIRE-PROOFING FOR ALL PENETRATIONS AS REQUIRED. 6. PROVIDE GFCI CIRCUIT BREAKERS AS REQUIRED PER EQUIPMENT SHEET TITLE: SPECIFICATIONS. 7. PROVIDE AFCI CIRCUIT PROTECTION PER 2011 NEC ARTICLE 210.12. ELECTRICAL ABBREVIATIONS,NOTES & • 8. PROVIDE 20A-1 P DEDICATED CIRCUITS FOR BATHROOMS AS INDICATED ON SYMBOLS DRAWINGS. 9. PROVIDE(1)DEDICATED CIRCUIT FOR EVERY TWO KITCHEN COUNTER -- -- RECEPTACLES. DATE: SHEET NUMBER: 8/5/16 SCALE: As indicated E-001 .00 i DRAWN BY: 1 KF/MK/BB THE OFFICE OF FERGUSON& SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETFE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 > ( © COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP I ELECTRICAL RISER DIAGRAM NOTES E01 -NEW 400A,240 VOLT,SINGLE PHASE SERVICE.COORDINATE METER&MAIN SERVICE DISCONNECT WITH POWER COMPANY.COORDINATE ROUTING WITH SITE:/CIVIL PLANS AND POWER COMPANY.REFER TO POWER RISER DIAGRAM&FEEDER SCHEDULE FOR FEEDER QUANTITIES AND SIZES. E02-PAD MOUNTED 240/120V UTILITY TRANSFORMER.PROVIDE GROUNDING AND PAD ACCORDING TO UTILITY STANDARDS.FINAL LOCATION TO BE APPROVED BY UTILITY. E03- PROVIDE#6 BARE COPPER GROUNDING CONDUCTOR FROM TELEPHONE AND CAN UTILITIES TO MAIN SERVICE.COORDINATE WITH TELEPHONE AND CATV UTILITY REQUIREMENTS. E04- BURIED PRIMARY FEEDER FROM UTILITY TO PAD MOUNTED UTILITY TRANSFORMER.REFER TO SITE PLAN FOR APPROXIMATE ROUTING. E05- FUTURE 1OKW/10KVA,1-PHASE,3-WIRE NATURAL GAS GENERATOR WITH WEATHER/SOUND ENCLOSURE SHALL BE CUSTOM TO MEET THE LOCAL SOUND ORDINANCE OF THE TOWN OF PECONIC. E06-EMERGENCY BRANCH CIRCUITS TO BE POWERED FROM EMERGENCY PANEL IN MAIN HOUSE.PROVIDE(1)1"CONDUIT WITH PULL STRING BETWEEN MAIN HOUSE ELECTRICAL ROOM TO GENERATOR FOR FUTURE USE. E07-PROVIDE 1"CONDUIT BETWEEN GENERATOR AND THE MAIN FOR STOP CIRCUIT& ANNUNCIATOR COMMUNICATION. E08-EXTERNAL SERVICE GROUND RODS.SEE DETAIL#2 E09-#1/0 GROUNDING CONDUCTOR TO METAL WATER MAIN. MIN.6"OF COVER E10-#1/0 GROUNDING CONDUCTOR TO BUILDING STEEL. FINISHED GRADE— MIN.8"OF COVER Ell -GENERATOR GROUND ROD.SEE DETAIL#3 E12-PROVIDE 2"PVC CONDUIT WITH NYLON PULL STRING FOR UNDERGROUND CABLE TV #1/0 BARE COPPER IN SERVICE FROM EXISTING UTILITY POLE.COORDINATE WITH CABLE TV UTILITY COMPANY ROOF REQUIREMENTS AND SPECIFICATIONS.REFER TO SITE UTILITY PLAN FOR 1"0 NONMETALLIC APPROXIMATE ROUTING. EXOTHERMIC ENTRANCE E13- #1/0 BARE COPPER GROUND CONDUCTOR CONDUIT TO SERVICE MAIN HOUSE PROVIDE 2"PVC CONDUIT WITH NYLON PULL STRING FOR UNDERGROUND TELEPHONE& MOLECULAR WELD(TYP) (TYPICAL) INTERNET SERVICE FROM EXISTING UTILITY POLE.COORDINATE WITH CABLE TV UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS.REFER TO SITE UTILITY TO SERVICE ENTRANCE l25 PLAN FOR APPROXIMATE ROUTING. "IMLO 10'X 3/4"COPPER CLAD ELECTRICAL POWER KEY NOTES GROUND ROD(TYPICAL OF 2) 1O -FEEDER SIZE BASED ON 2%VOLTAGE DROP,FOR A MAX LENGTH OF 150'.IF RUN EXCEEDS 150',CONTACT ENGINEER FOR REEVALUATION OF FEEDER SIZE. ATTIC rp PP-2 2O -FEEDER SIZE BASED ON 2%VOLTAGE DROP,FOR A MAX LENGTH OF 150'. IF RUN EXCEEDS 350',CONTACT ENGINEER FOR REEVALUATION OF FEEDER SIZE. 2 EXTERNAL HOUSE GROUND GRID DETAIL 2ND FLOOR T T S. DOCK BARN /-E01 PP-DOCK PP-BARN FINISHED GRADE (2)2"C FOR (2)2"C FOR 1 E02 E05 MIN.6"OF COVER POWER LOW VOLTAGE �TO GENERATOR 40A 40A (FUTURE) (FUTURE) MCB MC BATT UTILITY TX 50A CHG&BILK HTR TO GENERATOR:#8 BARE COPPER IN GRADE(1ST FLOOR) EXOTHERMIC 1"RIGID CONDUIT DE O 45 O1 - E04 ,,--E06 MOLECULAR WELD(TYP) 7A 1 E11 n , I t 1 O 45 10'X 3/4"COPPER CLAD 12A O2 7A SPD 40OA E08� } GROUND ROD MCB E09� 125A 125A 125 E10 MLO E03 SPD 60A L N 100A 40A MLO E 1-PH —�E12 ATS 40A TELE/DATA Em 20A ATS DEMARCATION -�E13 6A 10 3 GENERATOR GROUND GRAD DETAIL 5oA BACKBOARD N.T.S. PP-E 7A MDP PP-1 E07 GENERATOR ANNUNCIATOR BASEMENT 7A O n ELECTRICAL RISER DIAGRAM NTS SINGLE PHASE FEEDER SCHEDULE CIRCUIT CONDUCTORS(1 PH,2W) CONDUIT CONDUCTORS(1 PH,3W) CONDUIT OVERCURRENT SYMBOL WITH GROUND SIZE WITH GROUND SIZE RATING 1.5A 2#12&1#12G 3/4" 3#12&1#12G 3/4" 15A 2A 2#12&1#12G 3/4" 3#12&1#12G 3/4" 20A 2.5A 2#10&1#10G 3/4" 3#10&1#10G 3/4" 25A 3A 2#10&1#10G 3/4" 3#10&1#10G 3/4" 30A .5A 2#8&1#10G 3/4" 3#8&1#10G 3/4" 35A pF NEW Y 3 4A 2#8&1#10G 3/4" 3#8&1#10G 3/4" 40A O 4.5A 2#8&1#10G 3/4" 3#8&1#10G 3/4" 45A (5A2#8&1#10G 3/4" 3#8&1#10G 1" 50A r U 6A 2#6&1#10G 3/4" 3#6&1#10G 1" 60A m 7A 2#4&1#8G 1" 3#4&1#8G 1 1/4" 70A N038 •a 'O � 75'1 8A 2#4&1#8G 1" 3#4&1#8G 1 1/4" 80A �ss\oNP�, 9A 2#3&1#8G 1 1/4" 3#3&1#8G 1 1/4" 90A 10A 2#3&1#8G 1 1/4" 3#3&1#8G 1 1/4" 100A 11A - - 3#2&1#6G 1 1/4" 110A 3#1 &1#6G 1 1/2" 125A A RESIDENCE AT 17A - - 3#2/0&1#6G 2" 175A 20A - - 3#3/0&1#6G 2" 200A RICHMOND CREEK 22A - - 3#4/0&1#4G 2 1/2" 22 TOWN OF PECONIC 25A - - 3#250KCMIL&1#4G 3" 250A NEW YORK,USA 30A - - 3#350KCMIL&1#4G 3" 300A 35A - - 3#500KCMIL&1#3G 3 1/2" 350A 40A - - 3#500KCMIL&1#3G 4" 400A* SHEET TITLE: 45A - - 2 SETS OF 3#4/0&1#2G (2)2 1/2" 450A 50A - - 2 SETS OF 3#250KCMIL&1#2G (2)3" 500A ELECTRICAL RISER DIAGRAM 60A - - 2 SETS OF 3#350KCMIL&1#1G (2)3" 600A 70A - - 2 SETS OF 3#500KCMIL&1#1/OG (2)4" 700A 80A - - 2 SETS OF 3#500KCMIL&1#1/OG (2)4" 800A DATE: SHEET NUMBER:----- 90A - - 3 SETS OF 3#350KCMIL&1#2/OG (3)3" 900A 8/5/16 100A - - 3 SETS OF 3#500KCMIL&1#2/0G (3)4" 1000A 120A - - 4 SETS OF3#350KCMIL&1#3/OG (4)3" 1200A SCALE: NOTES: As indicated E-002.00 1. CONDUIT SIZES ARE BASED ON THE NEC ANNEX C TABLES FOR EMT/SCH.40 WITH THHN/THWN CONDUCTORS. CONDUCTOR SIZES USED IN CONDUIT CALCULATION ARE BASED ON THE SIZE OF THE HOT CONDUCTORS OF CIRCUIT. EXAMPLE:40A 1PH,3W CONDUIT SIZE IS BASED ON 3#8+1#8G+1#8'SPACE'.FOR ACTUAL WIRE INSTALL USE DRAWN BY: QUANTITY AND SIZES WITHIN SCHEDULE. KF/MK/BB2. UNLESS OTHERWISE INDICATED,CONDUCTOR SIZING SHALL MATCH THE SIZE INDICATED ABOVE FOR THE APPLICABLE OVER CURRENT DEVICE.PROVIDE LARGER CIRCUIT WHERE INDICATED. 3. PROVIDE MINIMUM SIZE CONDUIT INDICATED IN THE SPECIFICATIONS OR ON THE DRAWINGS. 4. PROVIDE A 3-WIRE CIRCUIT UNLESS DEVICE SERVED DOES NOT HAVE PROVISIONS FOR A NEUTRAL. THE OFFICE OF 5. MINIMUM SIZE CONDUIT UNDERGROUND IS 4 INCH EXCEPT FOR SITE BRANCH CIRCUITS SUCH AS LIGHTING AND MISCELLANEOUS POWER AND SYSTEMS WHICH SHALL BE A MINIMUM OF 1 INCH. FERGUSON& SHAMAMLkN 6. PROVIDE TYPE OF RACEWAY OR CABLE AS INDICATED IN THE SPECIFICATIONS OR ON THE DRAWINGS. ARCHITECTS,LLP 7. REFER TO PANELBOARD SCHEDULES AND ONE-LINE RISER DIAGRAM FOR CONDUCTOR AND CONDUIT SIZE REQUIREMENTS 8. ALL CONDUCTOR SIZES ARE BASED ON 75°C (167°F),ALL EQUIPMENT CONNECTED TO WIRES SHALL BE RATED FOR 75°C(167°F) 270 LAFAYETTE STREET,NEW YORK NEW YORK 10012 N 500KCMIL CONDUCTORS ARE ONLY RATED FOR 380AMPS EACH TELEPHONE:212-941-9088 TELEFAX:212-941-8089 -----------— COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — I I - - - - - - - - - - - - - - - - - - - - - -I F — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F — - - - - - - - - - - - — — — - - - - - - - - J — — — — — — — — — — — — — — — — — — — — — - - — — — — - - - - - - - - — — — — — — — — — — — — — — — — — — — — - - I - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — PP-E ATS — — — — — — — - - — — — — — — snnA DC-/ PP-1 5KW SMA PV DC-/ TOW INVERTER UH-2 PP-E,2 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I I u MDP ...................... — — — — — — — -- — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — —— — — — — — - - - - - - - - - - - 1 - - - - - - - /> G FCl AHU-1-5 MDP,2,4 PP-E, 5 - — — — — — — — — Pr-E 7 Hwp-1 HWP I— — - - - - - - I I S I Co- - - - - -- Co PP-E,,I BP-1 pp-1, 1 MDP,5,7 Pp-E,4 aHu-1-3 MDP,2,4 MDP,9,11 //-30A 1-4 SW TCH 0 I 1 0 1 1 0 1 0 1 1 HWFZP-1 MDP, 5,7 oF NE4,)- S. s 0 -4 MDP,5,7 *"R - * C) S,. ru rn -2 0,>3875 0 ss�o /> \> I - - - - - --- — — --- - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — -- -— — — — — — — — — — — — — — — — — — -j — — — — — — — — — — A RESIDENCE AT — — — — — — — — — GFCI RICHMOND CREEK PP-1,130 TO"OF PECONIC NEW YORK,USA PP-E,2 1 SHEET TITLE: L -- — — — — — — — I — — — — — — — — — I- - - - - - - - - - - - - - — -- — — — — -- - — — — — — — — — — — — — — — — — -- I L I— — — — _ _ _ _ _I ELECTRICAL POWER PLAN — — — — — — — -- — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - I DATE: SHEET NUMBER: 8/5/16 _MAIN HOUSE BASEMENT - ELECTRICAL POWER PLAN SCALE: E 1/411= 1 1-011 —100.00 1/4" := -001 DRAWN BY: KF/MK/BB THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 TELEPHONE:212-941-8088 TELEFAX 212-941-9089 0 COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP i r PP-1, 16 k " WP GFCI )t1 '11 PP-1, 38 PP-1,4 I - LI (,.,..t, s� AST �` i Ga�.&a%`�f iaa WP OI6 GFCI PP-1,26 PP-1,7 a PP-1, 11 GFCI GFCI PP-1, 3 a GFCI /'— DW PP-1,42 GFCI LD GFCI i 3 .ri""t17 PP-1,2° ` PP-1, 24 ; : GAS RANGE' RANGE HOOD HALL PP-1, 5 PP-1, 19 GFCI PP-1, 34 DW GFCI LD a ("4 a GFCI a a Co T H GFCI PP-1, 18 PP-1,8 c N�WY PA �T GFCI �'p co REFRIGERATOR PP-1,3 PP-1, 10,12 /�lW GFCI 2� ✓ —u Z �,.,:... a a PP-1,14 co 03875'1 WASHER GFCI GFCI is .� A Lo PP-1,20 Dowty To ROSSIONPI, PP-E,6 PP-E,8 PP-1, 15 BASEMENT GFCI PP=1, 13 WPBEDROOM GFCI DRYER.NEMA 6-30 RECEPTACLE. 3#10,1#10G WP GFCI PP-1,22 A RESIDENCE AT RICHMOND CREEK i i' 1�s1.st PP-1,23 TOWN OF PECONIC NEW YORK,USA i' i. SHEET TITLE: ELECTRICAL POWER PLAN C1 MAIN HOUSE FIRST FLOOR - ELECTRICAL POWER PLAN 1/4" = 1'-0" ATE: SI IEET NUMBER: 8/$/16 SCALE: E-101 .00 DRAWN BY: KF/MK/BB THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 © COPYRIGHT 2n16 BY FERGIISON&SHAMAMIAN ARCHITEC'PS,LLP ,.... ... -. ... .............. rc' I� t t: PP—2,4 � � oE. PP-2, 22 WASHER I i« LQ DRYER.NEMA 6-30 J RECEPTACLE. ' a PP-2, 1 ,12 DRYER 3#10,1#10G .a GFCI PP-2, 15 "�i�t: k GFCI ` o S co C PP-2,5 GFCI s Til � I I . s co i GLO. co PP-2,2 A Tl PGFCI P-2 7 a GFCI co PP-2, 13 I - DOWN TO '> 1ST FLOOR NE 43 BATH 13. SM�TtiO,p� PP-2 4 r ui PP-2, 14 ��A �>3875-"' , RESIDENCE A RICHMOND CREEK f TOWN OF PECONIC NEW YORK,USA } SHEET TITLE: ELECTRICAL POWER PLAN 61-�.MAIN HOUSE SECOND FLOOR - ELECTRICAL POWER PLAN �� 114.11 = 1'-011 ------ DATE: SHEET NUMBER: 8/5/16 SCALE: E-102.00 DRAWN BY: KF/MK/BB THE OFFICE OF Cr FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 © COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHTfFCTS,LLP o O O o PP-2,6,8 AHU-2-1 PP-2, 1 DF-1 PP-2,6�8 A�/ --PP--2, 18 (lil o@w PP-2,6,8 I O DOWN TO O 2ND FLOOR AMU-2-3 O <unnamed> PP-2,6,8 PP-2, 16 PP ' i AHU-2-2 HRV-1 PP-E,3 DBF-2 UH-3 \PP-2, 14 OF NEII/ " L w 03875'1 SSIONPI, O O O O ---- A RESIDENCE AT MAIN HOUSE ATTIC - ELECTRICAL POWER PLAN RICHMOND CREEK 1/4 = 11-011 TOWN OF PECONIC NEW YORK,USA SHEET TITLE: ELECTRICAL POWER PLAN DATE: SFIEET NUMBER: 8/5/16 SCALE: E-103.00 DRAWN BY: KF/M"B THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELF,FAX:212-941-8089 © COPYRIGHT 2016 BY FERGUSON&SHAMAWAN ARCHITECTS,LLP a,60A 60A 60A WEATHERPROOFWEATHERPROOF WEATHERPROOF SWITCH SWITCH SWITCH @& CU-1 CU-2WP CU-3 GFCI GFCI GFCI I PP-BARN \� I I � PP-BARN,2 PP-BARN,4 \\ GFCI UH-B-2 — I I j PP-BARN,6 I I I I I I I I I j I i I I I I - I I I I i I I I I I I I I I I I I I I I I I I I I I I I PP-BARN, 1 GPS-'AGEj I � I I co I i I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I GFCI I I I PP-BARN,5 III PP-BARN,6 pF NSyi,Y I i co � * \ I GFCI -k GFCI PP-BARN,7 \�� GFCI Z �� c 2 N I I 0,�'3875-" - -- - A�O�ESSIONP- --- PP-BARN, 3 _- wP -- GFCI BARN FIRST FLOOR - ELECTRICAL POWER PLAN PP-BARN,8 1 1/4" = 1'-0" A RESIDENCE AT RICHMOND CREEK TOWN OF PECONIC NEW YORK,USA SHEET TITLE: ELECTRICAL POWER PLAN DATE: SHEET NUMBER: 8/5/16 SALE: E-104.00 DRAWN BY: — KF/MK/BB THE OFFICE OF FERGUSON& SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 COPYRIGHT 2016 BY EERCUSON&SHAMAMIAN ARCHITECTS,LLP Branch Panel: MDP Branch Panel: PP-1 Location: Volts: 120/240 Single A.I.C.Rating: 42K Location: Volts: 120/240 Single A.I.C.Rating: 42K Supply From: Phases: 1 Mains Type: CU Supply From: MDP Phases: 1 Mains Type: CU Mounting: Surface Wires: 3 Mains Rating: 400 A Mounting: Surface Wires: 3 Mains Rating: 125 A Enclosure: Type 1 MCB,or MLO: 400A MCB Enclosure: Type 1 MCB or MLO: MLO Notes: Notes: CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT 1 PP-DOCK 40 A 2 0 VA 410 VA 2 15A AHU-1-4, 1-5 2 1 SMOKE/CO& HEAT DETECTORS 20 A 1 100 VA 200 VA 1 20 A GAS RANGE 2 3 _ - - 0 VA 410 VA -- -- -- 4 3 REC. KITCHEN 20 A 1 360 VA 1260 VA 1 20 A REC. DINING ROOM 4 5 AHU-1-1,1-2,1-3 15A 2 420 VA 1148 VA 2 40A PP-BARN 6 5 RANGE HOOD 20 A 1 500 VA 900 VA 1 20 A REC. LIVING ROOM 6 7 _ -- - 420 VA 1440 VA - -- -- 8 7 REC. SUN ROOM 20 A 1 1260 VA 180 VA 1 20 A REC. MASTER BATH 8 9 HWRP-1 20 A 2 1440 VA 3360 VA 2 40A CU-1 10 9 DISHWASHER 20 A 1 1200 VA 2500 VA 2 30 A DRYER 10 11 - -- - 1440 VA 3360 VA -- -- 12 11 REC. KITCHEN 20 A 1 180 VA 2500 VA - -- 12 13 PP-E 50A 2 2314 VA 3360 VA 2 40A CU-2 14 13 REC. LDRY RM. 20A 1 180 VA 180 VA 1 20 A REC. 1ST FL.P.R. 14 15 - - - 2367 VA 3360 VA -- -- -- 16 15 REC.PANTRY 20A 1 360 VA 360 VA 1 20 A REC.OUTDOOR 16 17 SPARE 20 A 1 0 VA 18 17 SPARE 20A 1 0 VA 360 VA 1 20A REC. PANTRY 18 19 PP-2 125 A 2 8145 VA 10020... 2 125 A PP-1 20 19 REC. KITCHEN 20A 1 360 VA 540 VA 1 20A REC.CONVENIENCE 20 21 - -- 6085 VA 10000... -- -- -- 22 21 SPARE 20A 1 0 VA 360 VA 1 20A REC.OUTDOOR 22 23 SPARE 20 A 1 _ 0 VA 0 VA 1 20 A SPARE 24 23 REC. MASTER BEDROOM 20A 1 �^ 720 VA 720 VA 1 20A REC. LIVING ROOM 24 25 SPARE 20A 1 OVA 0 VA 1 20A SPARE 26 25 SPARE 2A 1 0 VA 360 VA 1 20A REC. KITCHEN 26 27 SPARE 20 A 1 OVA OVA 1 20A SPARE 28 27 SPARE 20A 1 OVA 0 VA 1 20A SPARESPARE 28 29 SPARE 20A 1 0 VA 0 VA 1 20A SPARE 30 29 SPARE 20A 1 0 VA 540 VA 1 20A REC. BASEMENT 30 31 SPARE 20A 1 0 VA 0 VA 1 20 A SPARE 32 31 SPARE 20A 1 0 VA 0 VA 1 20A SPARE 32 33 SPARE 20A 1 0 VA 0 VA 1 20 A SPARE 34 33 SPARE 20A 1 0 VA 720 VA 1 20A REC. MASTER BEDROOM 34 35 SPARE 20A 1 0 VA 0 VA 1 20A SPARE 36 35 SPARE 20A 1 OVA 0 VA 1 20A SPARE 36 37 SPARE 20 A 1 OVA 2604 VA 2 40A CU-3 38 37 SPARE 20A 1 0 VA 720 VA 1 20A REC. BREAKFAST ROOM 38 39 SPARE 20A 1 OVA 2604 VA - - 40 39 SPARE 20A 1 OVA 40 41 SPARE 20 A 1 0 VA 42 41 SPARE 20A 1 OVA 11200VA 1 20 A REC. KITCHEN 42 Total Load: 31140 VA 33566 VA Total Load: 10020 VA 10000 VA Total Amps: 259.5 A 279.7 A Total Amps: 83.5 A 83.3 A Legend: Legend: Branch Panel: PP-2 Branch Panel: PP-BARN Location: BEDROOM 3 175 Volts: 120/240 Single A.I.C.Rating: 22k Location: Volts: 120/240 Single A.I.C. Rating: 22K Supply From: MDP Phases: 1 Mains Type: CU Supply From: MDP Phases: 1 Mains Type: CU Mounting: Recessed Wires: 3 Mains Rating: 125 A Mounting: Surface Wires: 3 Mains Rating: 60 A Enclosure: Type 1 MCB or MLO: MLO Enclosure: Type 1 MCB or MLO: 40A MCB Notes: Notes: CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT 1 DBF-1 &DBF-2 20 A 1 144 VA 540 VA 1 20 A REC. STAIR HALL 2 1 CO DETECTOR 20 A 1 30 VA 360 VA 1 20A REC. BARN 2 3 REC. BEDROOM 1 20 A 1 1080 VA 1200 VA 1 20 A REC. LAUNDRY 4 3 REC. BARN 20A 1 360 VA 360 VA 1 20 A REC. BARN _ 4 5 REC.VACUUM 20A 1 1400 VA 165 VA 2 15A AH U-2-1,2-2,2-3,2-4 6 5 REC. BARN 20A 1 360 VA 456 VA 1 20 A UH-B-1, UH-B-2 6 7 REC. BATH 3 20A 1 180 VA 165 VA -- - -- 8 7 REC. BARN 20A 1 360 VA 360 VA 1 20 A REC.OUTDOOR— 8- -j 9 2500 VA 2 20A REC. LAUNDRY 10 9 SPARE 20A 1 0 VA 0 VA 1 20 A SPARE 10 11 2500 VA - - 12 11 SPARE 20A 1 0 VA 0 VA 1 20A SPARE 12 13 REC. BATH 1 20A 1 180 VA 1080 VA 1 20A REC. BEDROOM 3 14 13 SPARE 20A 1 0 VA 0 VA 1 20 A SPARE 14 15 REC. GFCI 20 A 1 360 VA 600 VA 1 20A ERVA 16 15 SPARE 20 A 1 OVA 0 VA 1 20 A SPARE 16 17 SPARE 20A 1 0 VA 696 VA 1 20 A KX-1 18 Total Load: 1206 VA 1440 VA 19 SPARE 20A 1 OVA OVA 1 20 A SPARE 20 Total Amps: 10.1 A 12 A 21 SPARE 20A 1 0 VA 1080 VA 1 20A REC. BEDROOM 2 22 Legend: 23 SPARE 20A 1 0 VA 0 VA 1 20 A SPARE 24 25 SPARE 20A 1 0 VA 0 VA 1 20 A SPARE 26 27 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 28 29 SPARE 20A 1 OVA OVA 1 20A SPARE 30 31 SPARE 20A 1 OVA 0 VA 1 20 A SPARE 32 Branch Panel: IPP-DOCK 33 SPARE 20A 1 OVA OVA 1 20A SPARE 34 35 SPARE 20A 1 OVA OVA 1 20A SPARE 36 Location: Volts: 120/240 Single A.I.C.Rating: 22K 37 SPARE 20A 1 OVA 0 VA 1 20A SPARE 38 Supply From: MDP Phases: 1 Mains Type: CU 39 SPARE 20A 1 OVA OVA 1 20A SPARE 40 Mounting: Surface Wires: 3 Mains Rating: 60 A 41 SPARE 20A 1 0 VA 42 Enclosure: Type 1 MCB or MLO: 40A MCB Total Load: 8145 VA 6085 VA Total Amps: 67.9 A 50.7 A Notes: pF NE{1,y0 Legend: r\Q' ¢� B. S��Tti * tum CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT r- 1 DOCK LIGHTS 20A 1 1200 VA 3600 VA 1 20 A RECEPTACLES 2 m 3 SPACE - - 0 VA OVA - - SPACE 4 2N Branch Panel: PP-E 5 SPACE - - a VA OVA - -- SPACE 6 �A 875-� Location: Volts: 120/240 Single A.I.C.Rating: 42K Total Load: 4800 VA 0 VA �O SS\O�P Supply From: MDP Phases: 1 Mains Type: CU Total Amps: 40 A OA Mounting: Surface Wires: 3 Mains Rating: 60 A Legend: Enclosure: Type 1 MCB or MLO: MLO Notes: A RESIDENCE AT RICHMOND CREEK CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT 1 EIP-1 20A 1 90 VA 288 VA 1 20A UH-1 2 TOWN OF PECONIC 3 UH-3 20A 1 144 VA 250 VA 1 20A BOILER 4 NEW YORK,USA 5 HWP-1 20A 1 800 VA 1200 VA 1 20 A REFRIGERATOR 6 7 HWP-2 20 A 1 800 VA 1200 VA 1 20A REFRIGERATOR 8 9 SPARE 20A 1 OVA 0 VA 1 20A SPARE 10 SHEET TITLE: 11 SPARE 20A 1 0 VA 0 VA 1 20A SPARE 12 Total Load: 2378 VA 2394 VA Total Amps: 19.8 A 20 A ELECTRICAL PANEL SCHEDULES Legend: DATE: SI11,ET NUMBER: 8/5/16 SCALE: E-200.00 DRAWN BY: KF/MKBB THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP GENERAL NOTES TEMPERATURE CONTROL LEGEND MECHANICAL PIPING LEGEND HVAC DUCTWORK LEGEND SYMBOLS DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1. ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL PLANS INCLUDING ACCESS PANELS FOR VALVES AND EQUIPMENT,DIFFUSER LOCATIONS,THERMOSTAT AND SENSOR LOCATIONS, SMI-HWS HOT WATER SUPPLY ETC. THERMOSTAT(HONEYWELL) _ _ = ACOUSTICAL LINED DUCTWORK 2. CONTRACTOR SHALL FIELD VERIFY ACTUAL CONDITIONS PRIOR TO PROVIDING ALL EQUIPMENT, PIPING AND DUCTWORK. O WIRELESS TEMPERATURE/HUMIDITY SENSOR C== M'-HWR=_ HOT WATER RETURN 3. CONTRACTOR SHALL PROVIDE ALL DUCTWORK AND FITTINGS AS NECESSARY TO AVOID (HONEYWELL) NEW DUCTWORK OBSTRUCTIONS SUCH AS BEAMS,COLUMNS,OTHER DUCTWORK,LIGHTING,ETC. �M-RI REFRIGERANT LIQUID 4. ALL DUCTWORK SHALL BE LINED WITH 1/2"ACOUSTICAL LINER AS SHOWN ON THE PLANS.SIZES RADIANT FLOOR THERMOSTAT SHOWN ON PLANS ARE THE OVERALL SHEETMETAL SIZE. L —- - NEW DUCTWORK(INSULATED) 5. BALANCE DAMPERS SHALL BE PROVIDED AT EACH NEW DUCT BRANCH FOR SYSTEM BALANCING. O RADIANT FLOOR SENSOR M-RSREFRIGERANT SUCTION WHEREVER A BALANCE DAMPER IS INACCESSIBLE,CABLE OPERATED DAMPERS SHALL BE PROVIDED.ACCESS PANELS FOR BALANCE DAMPERS WILL NOT BE ALLOWED. HL HIGH LIMIT SENSOR(NORTEC) 6. SUBMIT FOR ENGINEER AND ARCHITECT APPROVAL ALL GRILLES WITH BORDER AND FINISH �M-CDS CONDENSATE DRAIN RETURN DUCT DROP TYPES AND ALL OTHER DEVICES PRIOR TO PURCHASE. RL HONEYWELL REDLINK GATEWAY BALL VALVE f RETURN DUCT RISE TEMPERATURE SENSOR NOTES EIM HONEYWELL EQUIPMENT INTERFACE MODULE CONTROL VALVE(2-WAY) INSTALL LOCAL TEMPERATURE SENSOR AWAY FROM SUNLIGHT,DRAFTS,BEHIND DOORWAYS, WA HONEYWELL WIRELESS ADAPTER 1>11 SUPPLY DUCT DROP CORNER WALLS,SKYLIGHTS,BUILDING RISERS,AND WINDOWS.SENSORS SHALL BE LOCATED 60"t 6"ABOVE THE FINISHED FLOOR.LOCATE ALL THERMOSTATS CONVENIENTLY FOR PROGRAMMING. AP AIR PROVING SWITCH CONTROL VALVE(3-WAY) COORDINATE FINAL LOCATIONS WITH ARCHITECT. N CHECK VALVE SUPPLY DUCT RISE III UNION VD VOLUME DAMPER STRAINER WITH VALVED BLOWDOWN BD BACKDRAFT DAMPER MD MOTORIZED DAMPER IN-LINE PUMP 4 ► RETURN/EXHAUST/OUTSIDE AIR ARROW PIPE DROP SUPPLY ARROW a PIPE RISE CONNECTION TO EXISTING Zone Name MECHANICAL ZONE TAG HVAC ACCESS PANEL (REFER TO ARCH RCP FOR DETAILS) aO. s,y� -Q Ty rr- �4 0_'3875.N ss�oNP� A RESIDENCE AT RICHMOND CREEK TOWN OF PECONIC NEW YORK,USA SHEET TITLE: MECHANICAL ABBREVIATIONS NOTES & SYMBOLS DATE: SHEET NUMBER: 8/5/16 SCALE: M-001 .00 As indicated DRAWN BY: KF/MK/BB THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 i ('OPYRI011'f 2016 BY FER(,USON&SHAMAMIAN ARCHITECTS,LLP SHUT OFF VALVES(TYP) MOTORIZED CONTROL VALVE(TYP) 3-WAY VALVE BYPASS TO RETURN ROOF AUTOMATIC AIR VENT. UH-3 PIPE BLOWDOWN TO M CONDENSATE RISER �---� _ _ I TO HWP-1,2 VFD Y DP I ATTIC RADIANT THERMOSTAT (ONE PER ZONE) � 3/4"HWS/R TO ( R ) MANIFOLD(TYP.) \` RM-5 M I RM-4 RADIANT FLOOR SENSOR \1 (ONE PER ZONE) 2ND FLOOR S I I TO HWP-1,2 VFD Y I I I DP I I it ` RM-3 I RM-2 `� M RM-1 ` I ' SOF NEI-y)'� 1ST FLOOR I g LTJ � � n TO HWP-1,2 VFD Y 1"HWS/R TO UNIT -a� / -OAUH-1 I I DP HEATER(TYP.) UH-2 �d 0?3875 j u I I U AROPEmo' ALL EQUIPMENT TO HAVE ISOLATION VALVES AND BOILER UNIONS(TYP.) BB_1 I HWP-1,2 DUPLEX PUMP SEQUENCE 1 1/4"HWSJR 1 1/4"HWSIR 1 1/4"HWS/R L===p A RESIDENCE AT TO RUN ON ANY CALL FOR HEAT. -- SECOND PUMP OPERATES WHEN I RICHMOND CREEK FIRST ONE FAILS.SWAP TO MAINTAIN I ONIC BOILER EQUAL RUN TIME ON WEEKLY BASIS. — — — CIRCULATION PUMP �BP-1 TOWN OF CPROVIDED BY VFD NEW YORK,USA MANUFACTURER LEAD/LAG LOCHINVAR I � LOW-LOSS CONTROL i - - - - - - - - - - - - - - - - - - - - - - - - - - - HEADER L__}_j 1 1/2"HWS/R \/ I SHEET TITLE: &I ( I I � MECHANICAL HOT WATER PIPING HWP-1,2 I I DIAGRAM L - - — -0 - - - - - - - - - - - - - - -- - - - - - - - - - - —� AIR ELIMINATOR DATE: SHEET NUMBER: 1 1/4"HWS/R 8/5/16 ET-1 PROVIDE AMTROL WELLXTROL :WX-102 DIAPHRAGM EXPANSION TANK CRAWLSPACE -- SCALE. M-002.00N.T.S. DRAWN BY: HEATING HOT WATER RISER DIAGRAM1 2N.T.S. -- --- ----- ---- KF/MK/BB THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 O COPYRIGHT 2016 BY FERGUSON&S14AMAW AN ARCHITECTS,LLP 10x6 SUPPLY UP 4"RD OA SUPPLY UP 9x6 SUPPLY UP 4"RD OA SUPPLY UP (TYP.2) (TYP.2) I I VD r 1 (0 1 VD I = 4"RD OA SUPPLY UP 10x4 SUPPLY UP 14x6 SUPPLY UP I o I . I I mI (TYP.2) (TYP.3). _ (TYP.2) I I 1 I I I I _. .. .._... .. -.- .... .. ..... .. --------------- -------- ------ J1 I I I I I I I I r I I I I I I I I I VD VD I I I I I = I `Q1 - �I I I d co I 146 RE—IIIIIIII T--U-IIIIII I R—N—i X�U�--�P IIII'IIIIIII - -- -- - o x`i , -- —A—H—U-1-5 '0 ---�-- ----- ,;x— I- I ----- --- ---•-1 0 —'x-6_— — 12x4 RETURN UP---7-,,"," THERMOAUNIT TO 10"xs _ : 10x6 RE TURN UPBE LOCATED NEAR AH(TYP4) (TYP.2) (TYP.5) B_1 8x4 LOCHINVARWH- 1 10SUPPLY UPAHU-1-3 WALL MOUNTED ----------------------------- = ---------------------------------------- _ ----------- CONDENSING BOILER 714"x12' 14"x12" X --------- - - ----------- - -----14"x6" 10x4 UP — I-10x4 7 - ---------- ------------- PEXHAUST UP 16"x10" 16"x10" 6"RD OA SUPPLY UWHA Icol 10 x4" 3"BOILER FLUE UP THROUGH CHIMNEY ----- 146 RETURN UP 3"WATER HEATER FLUE AHU-14UP THROUGH CHIMNEY 10"x10" if ------------------------- --------------- ---------------- ————————————————————————— I1i-- --I- -------- ----__ -—ImrI-. 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S --------- �- — _--------------------------------------------------------------- — - --- - ----------- 14"x6" 14"x8" -------- - ---- ----------------- - --------- -------- ------------------------------------------------------- 14^x8^ A -1 �10x4 SUPPLY UP ------ ------------------- ------ I 10x4 RETURN UP (TYP.2) 148 RETURN UP (TYP.2)tD 1x -------------- A3871 0'x4 10"x4 ° ss,oN -------------- --------------- 4"RD TX UP 3"BOILER OUTDOOR 10x4 EXHAUST—/ AIR INTAKE UP UP --------u - - �oNa" I 3"WATER HEATER � OUTDOOR AIR INTAKE UP A RESIDENCE AT 10x4 8x4 SUPPLY UP 10x4 RICHMOND CR � yL E� E C�. ZWWK SUPPLY UP SUPPLY UP VD DUCT TO RUN TIGHT TO TOWN OF PECONIC -----------------WALL TO AVOID CONFLICTx NEW YORK USA10"xa Io WITH HATCH ABOVE. - x -------------- x I xi 4"RD OA SUPPLY UPo SHEET TITLE: 10x4 SUPPLY UP (TYP.2) 1 C RAW L SPACE M ECH A NIC AL 10x6 10x6 SUPPLY UP RETURN UP DUCTWORK DATE: SKEET NUMBER: 8/5/16 SCALE: 1 4"= 1'-0" 100. 00 DRAWN BY: KF/MK/BBTHE OFFICE OF FERGUSON& SHAMAMIAN ARCHITECTS,LLP kE 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 �P MAIN HOUSE CRAWL SPACE MECHANICAL DUCTWORK — 1/411 oil -I I N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 © COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP ,r w. r : 14X4 14X4 14X4 A 18X4 A 18X4 A 18X4 A 150 CFM A 25 CFM A 150 CFM PROVIDE SINGLE GRILL WITH 175 CFM 24 CFM 175 CFM I' Fs FOA F� I SEPARATE PLENUM BOXES Fs FOA Fs 1 AND DUCT CONNECTIONS I I' n , ,I I 12X4 12X4 12X4 12X4 24X4 24X4 24X4 I :,',' A 110 CFM A 110 CFM A 24 CFM A 110 CFM A 240 CFM A 24 CFM FS FS FOA FS FS (TYP.2) FOA FS I 24 13 k .m� ' S� BX4 240 CFM ZONE 1-5 T I � I 'I ZONE 1-1 I REMOTE TEMPERATURE SENSOR.COORDINATE FINAL TY 2"CONTINUOUS LOCATION WITH ARCHITECT ZONE 1-3 _ I B taxa B taxa GRILLE AT KICK. � I 175 CFM 175 CFM I �(TYP.4) FR T FR i I _ _ 1 ' 1 � rr l I ' 16"CHIMNEY FLUE UP 1 135 CFM 12"KX UP A 22X4 l 12 CFM LWR (TYPA) CE 50 CFM I _ Fs 10x4 TX DN sxs n C 24 CFM CE v ` B taxa 110x10 MAKE- Yl 10'xa^ ' 12X4 12X4 12X4 240 CFM lL,Y ly 165 CFM 110 CFM B 110 CFM FR UP SUPPLY UP FR TYP.2) FR FR '.,.. �6"RD OA SUPPLY UP/DN ® — — — — — ® — — — — — — © - — — — — — — — — — — — — — — — — — — - — — — — I —' T ! 3"BOILER FLUE UP n— -10x4 TX UP/DN .li V 3"WATER P, I" JJ HEATER FLUE UP ZONE:1-2 B 225 CFM 14X4 ICC 'w, FR ��Or N�rY A 115 CFM 4 I D.R. � P B. S /TY loxa Fs (TYP.2) RD TX DN 3oxa t — — RnM 4"DX DN �i C 36 CFM I — 300 CFM +4 AIS @ Y aL D.R. 4"`^A #t' i CES FR I TO DRYER — — .' J lzxa O r I T 12xa i 100 CFM 100 CFM r10x4 TX DNS i' o� a f� --—4"DX UP O I I FR FR _ Y 6X6 g I I ZONE 1-4 1'" °��s75-` 24 CFM .Rl P� lzxa I ( L_1. LOUVER FOR OUTDOOR INTAKE,WATER �SSION A 120 CFM CE Ji A 125 CFM i FA[ 12X4 Fs I I 10o cFM HEATER INTAKE,AND BOILER INTAKE ON OT Fs Fs EXTERIOR WALL. FINAL LOCATION TO BE — — —® — — — — — — — — — — —©. BS COORDINATED WITH ARCHITECT. r. :_ — — — — - . z E R i Ori s r• 24 CFM CE A lzxa A RESIDENCE AT ,� ;I ,; I .ill 24 CFM Ip. ;r � DIrl 00{; A 24xa RICHMOND CREEK FOA � 12X4 FS 100 CFM A taxa B 18Xa I FSS 10o cFM I TOWN OF PECONIC 175 CFM 175 CFM ' NEW YO FS FIR SA SHEET TITLE: �- - �- - - - - - - -- - - �- - - - - - - J FIRST FLOOR MECHANICAL DUCTWORK DATE: SHEET NUMBER: 8/5/16 SCALE: M-101 .00 MAIN HOUSE FIRST FLOOR — MECHANICAL DUCTWORK DRAWN BY: KF/MK/BB THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 © COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP 1 ; �r ®rip 4"DRYER EXHUAST lzxa lzxa � I ' I A 100 CFM A 36 CFM 6X6 6X6 I 12X4 Cs COA A 50 CFM i A 50 CFM A 100 CFM AHU-2-1 cs CS ® Cs u .�& 1Id 12x4 lzxa A 12X4 ZONE 2-1 C 24 CFM 100 CFM 100 CFM '� CE. / �3S::,t I OV, l CS I' cS i Em' 6 ti k,�t:i&y I A 36 CFM OO .s COA , THERMOSTAT. COORDINATE INAL zaxa B 200 CFM I I F CR LOCATION WITH ARCHITECT. C sxs I I B zoo (TYP.) 12 CFM h B 6X6 CE I I CR AHU-2-4 CFM 12" RD KX UP CR 16"CHIMNEY FLUE UP/DN �- I i 10x10 MAKE-UP SUPPLY UP/DN 6"RD OA SUPPLY UP/DN sxs I AHU-2-3 C 12 CFM 10x4 TX UP/DN g CE 250 CFM ZONE 2-4 6X6 CR I O C 12CFM ZONE 2-3 CE I (I ; T I " ATE :i 12xa TE `3 WA RHE R BFLUE UP/DN AHU 3s cFM LE -2-2,' I 3„BOILER I R FLUE i UP/DN 6X6 CE CE BAT .. I 24 CFM ;_ ,ma►I 1 ZONE 2-2 " OF E W Y DX UP/DN co I . A 200 CFM B 2 O CFM I A 100 CFM ~ 100 CFM I: I n t r ti )CS CR I CS CS I j I V sem, J L 073875 - - — - - --- — — — — — — — — — - - - - - %... - - - - -- - - - S d. '-r • ✓ x�5 t+ ' A RESIDENCE I� AT RICHMOND CREEK TOWN OF PECONIC NEW YO SA , RK,U SHEET TITLE: SECOND FLOOR MECHANICAL DUCTWORK J—MAIN HOUSE SECOND FLOOR— MECHANICAL DUCTWORK�'J 1/411 = 1 1-011 8/5/16 SHEET NUMBER: SCALE: M-102.00 DRAWN BY: KF/MK/BB THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 0 COPYRIGHT 2016 BY FERCUSON&SHAMAMIAN ARCHITECTS,LLP O O O o 0 8x4 SUPPLY DN 4"RD OA SUPPLY DN --6x6 SUPPLY DN 6x6 SUPPLY DN 8x4 SUPPLY DN :, -------------- 4"DRYER EXHUAST DN vD ---- ----- ------ ---- — --------- I I rrr 8"xa" 10"x6" � ----- _ fi'x6_ NI I o I I \ N DRYER EXHUAST DUCT TO I, RISE UP ALONG ROOF PITCH 8x4 SUPPLY DN 8x4 SUPPLY DN I I AHU-2-1 DBF-1 I I -- '�� BOD:-1'-3 3/4" 4"RD BATH EXHAUST DN I �/ i �r a" a" --I aoi r — 4"RD OA SUPPLY DN 18x4 RETURN DN I _ 4"RD BATH ��� 18"A" AH -2-4 20"x5" N _ — — — —EXHAUST DN_ -------- -- II 118x4 RETURN DN------ \ i i / I 10x10 MAKE-UP SUPPLY DN 14x12 MAKE-UP - I I " SUPPLY DN ------------7=6° i 16CHIMNEY_ i FLUE IMNEP/DN 6"RD ERV EXHAUST UP TO ROOF 12"RD KX UP 6x6 RETURN ��� - 4"RD BATH EXHAUST DN .' 10x4 TX UP--\ KX-1. PROVIDE GREENHECK DN I - - - 6"RD OA SUPPLY DN 10x8 DX UP SQ-100-VG INLINE KITCHEN 4"RD BATH EXHAUST DN—�`� EXHAUST FAN. FAN TO BE jt20"_x4" -- _ = 3"WATER HEATER FLUE UP/DN MOUNTED VERTICALLY WITH AHU-2-3 2o"xa" 1 3I BOILER FLUE UP/DN r ) ,�� ACCESS THROUGH ATTIC. 4"RD OA — 6"o /VD SUPPLY DN I ®® C) _ n 11- = o x o iu / 10"x6" 4 4" RD BATH EXHAUST DN� — — — — II AVI 6"0 BOD: 1 3 15/32" I I SII 1 r--- ------ ----- ---, to i �4,.RD BATH r� AHU-2-2 18"xa" ���j Lill HRV-1EXHAUST DN DBF-2 n I err ---8"A"_ I I �/ \� I I I I I I I I I I I I I I I I I I I o V_ PROVIDE VENMAR AVS-X30HRV-ECM I m I I I I XI I I IJ_ I_I HEAT RECOVERY VENTILATOR. UNIT TO BE I II i INSTALLED HORIZONTALLY AND AS PER i— — I_I MANUFACTURERS RECOMMENDATIONS. 74" RYER EXHUAST DN 18x4 SUPPLY DN— — — OF NEW B- SY4 18x4 RETURN DN M�T'y 8x4 SUPPLY DNS 10x10 OA UP 6"RD ERV OA (TYP.2) TO ROOF INTAKE UP TO ROOF Lu j N�A 0?3875' RO�SSiONP O O O O A RESIDENCE AT RICHMOND CREEK TOWN OF PECONIC NEW YORK,USA 1 MAIN HOUSE ATTIC - MECHANICAL DUCTWORK SHEET TITLE: ATTIC MECHANICAL DUCTWORK DATE: SHEET NUMBER: 8/5/16 SCALE: M-103.00 DRAWN BY: -- KF/MKMB THE OFFICE OF FERGUSON& SfLA MAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 0 COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP O I - - - - - - - - - - - - - - - - - - - - - - - I II - - - - - - - - - - - - - - - - - - - - - - - II O I I O O - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LI - - - - - - - - - - - II I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I ERV EXHAUST TO TERMINATE AT TOP OF _J I I CHIMNEY.PROVIDE WITH GOOSENECK AND I WIRE MESH SCREEN.TERMINATION LOCATIONS TO BE IN ACCORDANCE WITH 2015 Y NYS MECHANICAL AND FUEL GAS CODES. EM DRYER,TOILET AND KITCHEN EXHAUST DUCTS TO TERMINATE AT TOP OF CHIMNEY. PROVIDE DUCTS WITH GOOSENECK AND BOILER AND WATER HEATER FLUES TO WIRE MESH SCREEN.TERMINATION TERMINATE AT TOP OF CHIMNEY. PROVIDE I LOCATIONS TO BE IN ACCORDANCE WITH FLUES WITH GOOSENECK AND WIRE MESH I 2015 NYS MECHANICAL CODE. SCREEN.TERMINATION LOCATIONS TO BE IN ACCORDANCE WITH 2015 NYS MECHANICAL I AND FUEL GAS CODES. I I I I I I I I OUTDOOR AIR INTAKE FOR KITCHEN AND FIREPLACE MAKEUP. PROVIDE LOUVER AT ROOF TERMINATION.COORDINATE I i LOCATION WITH ARCHITECT. ERV OUTDOOR AIR INTAKE TO TERMINATE AT i I ROOF.TERMINATION AND FINAL LOCATION TO BE COORDINATED WITH ARCHITECT. I I I I I I I I I - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - �OFNEWY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CO T I I I I I I 0.3875'1 Ali A�OFESSONP� I I I I I I I I I I I I o f t o o f I O - - - - - - - - - - - - - - - — I I _I - - RICHMOND CREEK TOWN OF PECONIC NEW YORK,USA j) MAIN HOUSE ROOF - MECHANICAL DUCTWORK 1/411 = 1'-10" SHEET TITLE: ROOF MECHANICAL DUCTWORK DATE: SI IEF,T NUMBER: 8/5/16 SCALE: M-104.00 DRAWN BY: KF/MK/BB THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 © COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP UTNE AT n BARN - CRAW LSPACE MECHANICAL DUCTWORK CU-1 CU-2 CU-3 PROVIDE MIN 12" IT CLEARANCE BEHIND UN : (TYP.) MITSUBISHI PUMY CONDENSING UNIT TO BE LOCATED OUTDOORS NEAR BARN. INSTALL AS PER MANUFACTURERS 4 RECOMMENDATIONS. (TYP.3) UH-B-2 _ 0F NS �y0 �P 4�6 Mir � Lu 073875"� v AROFE SS P GARAGE A RE ENCS T SID A RICHMOND CREEK _. ....._... TOWN OF PECONIC NEW YORK,USA SHEET TITLE: STERLING GG-30 GAS-FIRED UNIT BARN MECHANICAL DUCTWORK HEATER. INSTALL AS PER MANUFACTURERS RECOMMENDATIONS. (TYP.2) - 7"RD COMBINATION VENT AND INTAKE FLUE TO UH-B-1 i DATE: SHEET NUMBER: TERMINATE AT BARN ROOF PROVIDE UNIT WITH COMBUSTION AIR INLET KIT FLUE TERMINATION TO 8/5/16 BE INSTALLED AS PER 2015 INTERNATIONAL FUEL GAS CODE REQUIREMENTS. P ) - ` REQU NTS. (TY 2 SCALE: E. 1/4"- 1�011 M-105.00 DRAWN BY: KF/MIK/BB 3 BARN LOFT - MECHANICAL DUCTWORK n BA4RN FIRST FLOOR - MECHANICAL DUCTWORK 11 THE OFFICE OF FERGUSON & SHAMAMIAN ARCHTTECTS,LLP 1/411 oil 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 © COPYRIGHT 2016 BY FEROUSON&SHAMAMIAN ARC}IITF.CTS,LLP AHU-1 5 HWP-1 HWP-2 ET-1 BP-1 61 � i - - J AHU-1-3 _ — J AHU-1-4 AHU-1-1 _ J .`SOF NEWk AHU-1-2 CID �� I ujG 03875'%v AROFEss\��P A RESIDENCE AT RICHMOND CREEK TOWN OF PECONIC NEW YORK,USA PROVIDE REZNOR WS-44/62 UH-1 HOT WATER UNIT HEATER s P. SHEETTITLE: (TY 2) � CRAWL SPACE MECHANICAL HEATING &PIPING DATE: SHEET NUMBER: 8/5/16 �MAIN HOUSE CRAWL SPACE - MECHANICAL PIPING 1All = 1'-0" --- SCALE: 141= 11-011 M-200.00 DRAWN BY: KF/M"B THE OFFICE OF FERGUSON & S ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 0 COPYRIGHT 2016 BY FER(;USON&SHAMAMIAN ARCHM'PM,LLP i i HEATING ZONE - 1-1 HEATING ZONE - 1-6 HEATING ZONE - 1-7 HEATING ZONE - 1-2 419 SQUARE FEET HEATED 332 SQUARE FEET HEATED 461 SQUARE FEET HEATED 246 SQUARE FEET HEATED FLOOR AREA. 4 CIRCUITS OF 200 FLOOR AREA. 3 CIRCUITS OF 210 FLOOR AREA. 4 CIRCUITS OF 218 FLOOR AREA. 3 CIRCUITS OF 161 FT OF 5/16"TUBING AT 7" SPACINC FT OF 5/16"TUBING AT 7" SPACIN FT OF 5/16"TUBING AT 7" SPACIN FT OF 5/16"TUBING AT 7" SPACIN PROVIDES 10475 BTUH FLOOR PROVIDES 8300 BTUH FLOOR PROVIDES 11525 BTUH FLOOR PROVIDES 6150 BTUH FLOOR WARMING. WARMING. WARMING. WARMING. - r.w I �i k , i , L YYW � 5 s J I RADIANT SLAB SENSOR. I ..�t .I [ I R (TTP.) iJ HEATING ZONE - 1-8 82 SQUARE FEET HEATED RM-2 RM-3FLOOR AREA. 1 CIRCUITS OF 82 FT OF 5/16"TUBING AT 7" SPACIN I I I 1 I I PROVIDES 2050 BTUH FLOOR WARMING. R VV of NEW RADIANT MANIFOLD % ��J 'I I r RECESSED IN WALL I I I - a ti PROVIDE WITH ACCESS. (TYP.) RM-1 I R I I I N� 0?3875'� . .., P� LR� Ss\oN , _�� L\ �. - -_ -t, A RESIDENCE AT 1., ,E:+; I RICHMOND CREEK _ �� � =1 TOWN OF PECONIC I NEW YORK,USA SHEET TITLE FIRST FLOOR MECHANICAL HEATING& PIPING HEATING ZONE - 1-5 HEATING ZONE - 1-9 HEATING ZONE - 1-4 HEATING ZONE - 1-3 119 SQUARE FEET HEATED 36 SQUARE FEET HEATED 246 SQUARE FEET HEATED 356 SQUARE FEET HEATED - -- FLOOR AREA. 1 CIRCUITS OF 224 FLOOR AREA. 1 CIRCUITS OF FLOOR AREA. 3 CIRCUITS OF 161 FLOOR AREA. 3 CIRCUITS OF 224 DATE: SHEET NUMBER: FT OF 5/16"TUBING AT 7"SPACING FT OF 5/16"TUBING AT 7" SPACING FT OF 5/16"TUBING AT 7" SPACINE FT OF 5/16"TUBING AT 7" SPACIN 8/5/16 PROVIDES 2975 BTUH FLOOR PROVIDES 900 BTUH FLOOR PROVIDES 6150 BTUH FLOOR PROVIDES 8900 BTUH FLOOR WARMING. WARMING. WARMING. WARMING. -- -- SCALE: M-201 .00 1 MAIN HOUSE FIRST FLOOR - MECHANICAL PIPING DRAWN BY: KF/MKMB THE OFFICE OF FERGUSON & SHAMAMIAN ARCHTTECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP i HEATING ZONE - 2-9 HEATING ZONE - 2-5 HEATING ZONE - 2-8 HEATING ZONE - 2-12 274 SQUARE 244 SQUARE FEET HEATED FLOOR AREA.F3 CIRCUITS OF 177 FLOOR AREA. 1 CIRCUITS OF FLOOR AREA. 1 CIRCUITS OF FLOOR AREA. 3 CIRCUITS OF 160 5/16"TUB T 7" SP 5/16"TUB 5/16"TUB /16"TUB T 7" SP FT OF ING A ACIN FT OF ING AT SPACIN FT OF ING AT SPACIN FT OF 5 ING A ACIN PROVIDES 6850 BTUH FLOOR PROVIDES 2225 BTUH FLOOR PROVIDES 1250 BTUH FLOOR PROVIDES 6100 BTUH FLOOR WARMING. WARMING. WARMING. WARMING. ,t .E r> I ,. RADIANT SLAB SENSOR. I I. (TYP.)' i R I I , RM-4 1 1 L�... • I HEATING ZONE - 2-6 82 SQUARE FEET HEATED I FLOOR AREA. 1 CIRCUITS OFj- FT OF " PROVIDES 2050 BTUH FLOOR IN f- WARMING. I I R I I <p 073875'1 Aj Q� RESIDENCE AT w RICHMOND CREEK f TOWN OF PECONIC N . NEW YORK,USA ... , HEATING ZONE - 2-10 HEATING ZONE - 2-11 HEATING ZONE - 2-7 \ SHEET TITLE: + 250 SQUARE FEET HEATED 238 SQUARE FEET HEATED 140 SQUARE FEET HEATED FLOOR AREA. 3 CIRCUITS OF 163 FLOOR AREA. 2 CIRCUITS OF 224 FLOOR AREA. 1 CIRCUITS OF FT OF 5/16"TUBING AT 7" SPACINC FT OF 5/16"TUBING AT 7"SPACIN FT OF 5/16"TUBING AT 7" SPACIN 6250 BTUH FLOOR 5950 BTUH FLOOR 3500 BTUH FLOOR SECOND FLOG MECHANICAL HEATING PROVIDES PROVIDES PROVIDES WARMING. WARMING. WARMING. &PIPING DATE: SHEET NUMBER: 8/5/16 SCALE: M-202.00 9 MAIN HOUSE SECOND FLOOR - MECHANICAL PIPING DRAwNBY. KF/MK/13B THE OFFICE OF FERGUSON& SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 r� COPYRIoliT 2016 BY FER(,USON&SIIAMAMIAN ARCHITECTS,LLP I O O O O AHU-2-1 OV-j AH -2-4 O O OLjH=Q]2-3 O F-O HRV-1 AHU-2-2 PROVIDE REZNOR WS-44/62 HOT WATER UNIT HEATER UH-3 6.NEW v- �P ¢� B. sMi�. 'P LLJ pRo�ss\o�'P� A RESIDENCE AT RICHMOND CREEK O I O O O TOWN OF C NEW YORK,USA SHEET TITLE: ATTIC MECHANICAL HEATING&PIPING 1 MAIN HOUSE ATTIC - MECHANICAL PIPING DATE: SHEET NUMBER: 8/5/16 SCALE: M_203.00 DRAWN BY: KF/MK/BB THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 © COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP LINEAR BAR DIFFUSER WITH REMOVABLE CORE TO ALLOW ACCESS TO DAMPER ACTUATOR CABLE LENGTH 24"STANDARD,AS REQUIRED UP TO 120".MINIMUM TURN FLOOR RADIUS 4" NOTES: / 1.CABLE OPERATED VOLUME DAMPERS SHALL BE LOCATED NO CLOSER THAN 6 FEET FROM AN AIR / TERMINAL OUTLET FOR DUCTS 10" OR SMALLER ADJUSTABLE CABLE CLAMP FIELD / (OR EQUIVALENT RECTANGULAR DUCT SIZE)AND 8 INSTALLED IN DUCTWORK.FASTEN TIMES THE DUCT DIAMETER FOR DUCTS LARGER TO DUCTWORK WITH SELF-DRILLING 5/16" THAN 10"(OR EQUIVALENT RECTANGULAR DUCT ® SIZE) HEX SCREW / PLUMBING PIPE PLUMBING PIPE CABLE LENGTH 24"STANDARD,AS INSULATION INSULATION CABLE OPERATED,ALUMINUM, REQUIRED UP TO 120".MINIMUM TURN ° OPPOSED BLADE VOLUME RADIUS 4" DAMPER ACTUATION CABLE RECESSED BEHIND DIFFUSER FACE a. STEEL STEEL CHANNEL CHANNEL PIPE CLAMP PIPE CLAMP U >0 / CLAMP AROUND CLAMP AROUND CEILING INSULATION, DO INSULATION, DO NOT CRUSH �. °d NOT CRUSH INSULATION INSULATION LINEAR BAR DIFFUSER WITH CABLE OPERATED,ALUMINUM, REMOVABLE CORE TO ALLOW ACCESS OPPOSED BLADE VOLUME WITH CLAMP °`. WITH CLAMP TO DAMPER ACTUATOR DAMPER ADJUSTABLE CABLE CLAMP FIELD PARTY WALL OR PARTY WALL OR INSTALLED IN DUCTWORK.FASTEN INTERIOR WALL a INTERIOR WALL TO DUCTWORK WITH SELF-DRILLING 5/16" HEX SCREW NOTES: 1.CABLE OPERATED VOLUME DAMPERS SHALL BE LOCATED NO CLOSER THAN 6 FEET FROM AN AIR TERMINAL OUTLET FOR EXTERIOR WALL ACTUATION CABLE RECESSED BEHIND DUCTS 10" OR SMALLER(OR EQUIVALENT RECTANGULAR DUCT SIZE)AND 8 TIMES THE DUCT DIAMETER FOR DUCTS LARGER DIFFUSER FACE THAN 10"(OR EQUIVALENT RECTANGULAR DUCT SIZE) PIPE INSULATION & HANGER DETAIL CABLE OPERATED VOLUME DAMPER DETAIL - CEILING GRILLE CABLE OPERATED VOLUME DAMPER DETAIL- GRILLE 8 N.T.S. U N.T.S. N.T.S. WALL STUD- GRILLE SIZE AS PRE-CHARGING INDICATED ON PLANS PROVIDE INTERIOR LINING FOR AIR CONNECTION DUCTWORK PLENUM FABRICATED TO "H" DUCT DIMENTIONS"H"AND"W"AS CONNECT TO SIDE OF MAIN i MATCH REQUIRED HEIGHT INDICATED ON PLANS AVOID TOP OR BOTTOM AND STUD DEPTH.PROVIDE CONNECTION TO PREVENT PLENUM WITHOUT LINER "W" DUCT CONNECTED TO PLENUM AIR OR DEBRIS FROM ENTERING PIPE TO TANK COLD WATER FILL PRESSURE REDUCING VALVE OR FILL VALVE AUTOMATIC AIR VENT (TYPICAL) DIAPHRAM TYPE PLENU1 A CONNECTION DETAIL EXPANSION TANK 3 AIR SEPARATOR 01 N.T.S WITH STRAINER FROM BOILER,WATER HEATER OR HEAT SPRING VIBRATION EXCHANGER ISOLATORS o PRESSURE GAUGE _ WITH DOUBLE DEFLECTION NEOPRENE HANGER(TYPICAL) UNION(TYPICAL) f �O HANGER ROD, SECURE TO DRAIN o TO SYSTEM STRUCTURE ABOVE.SIZE Y o IN ACCORDANCE WITH IN-LINE PUMP MANUFACTURER'S PRESSURE GAUGE u SIZE PIPING TO EXPANSION TANK IN RECOMMENDATIONS. BALL VALVE(TYPICAL) ACCORDANCE WITH PUMP TO BE SUPPORTED BALANCING VALVE SEPERATELY FROM MANUFACTURER'S CONCRETE PIPING. PROVIDE ANTI-THERMOSYPHON RECOMMENDATIONS um - © - LOOP TO PREVENT GRAVITY �pF NE{ti MINIMUM OF TANK. 12" DROP DRAIN VALVE ,�P� ��� B S \ STRAINE MiTp'P,� BALL VALVE(TYPICAL) Co t_, FLOW PIPE CLAMP CHECK VALVE a 2 EX � PANSION TANK DETAIL REFRIGERANT PIPE 1"ARMAFLEX PIPE INSULATION UNION(TYPICAL) N.T.S. N.T. EFRIGERANT PIPE CLAMP MT. E PUMP DETAIL ��A ��3s P 9 S. U . R� SS\�� SPRING VIBRATION ISOLATOR WITH DOUBLE DEPLECTION NEOPRENE HANGER A RESIDENCE AT HANGER ROD SIZE IN ACCORDANCE WITH RICHMOND CREEK MANUFACTURERS RECOMMENDATIONS SUPPORT FROM STRUCTURE ABOVE TOWN OF PECONIC STEELTHREADED ROD MOUNTED TO NEW YORK,USA SECURELY TO THE 24"MINIMUM— STRUCTURE ABOVE SHEET TITLE: STEEL THREADED ROD MOUNTED TO FC FC SECURELY TO THE STRUCTURE ABOVE — CLEVIS HANGER A MECHANICAL DETAILS PIPE CLAMP — PIPE SIZED PER PLANS — PIPE SIZED PER PLANS PIPE INSULATION PER SPECIFICATIONS PIPE INSULATION PER L Li DATE: SHEET NUMBER: SPECIFICATIONS INSULATION SADDLE FINISHED CEILING 8�5�1 ANGLE STEEL INSULATION SADDLE DISCHARGE DUCTWORK SCALE: EXHAUST SIZE AND ROUTE AS As indicated M-300.00 BOLT CONNECTING ROD TOAIR GRILLE INDICATED ON PLANS MULTIPLE PIPES:2"-4" HANGING BRACKET PIPE INSULATION PROTECTOR ACOUSTIC LINED PLENUM DRAWN BY. AND DUCTWORK FLEXIBLE CONNECTION SINGLE PIPE:2"-4" IN-LINE FAN KF/MK/BB PIPE HANGER DETAIL. IN-LINE EXHAUST FAN DETAIL N.T.S. N.T.S. THE OFFICE of FERGUSON & SHAMAMLAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 O COPYRI(;HT 2016 RY FEROUSON&SHAMAMIAN ARCHITECTS 1,I' rt ROOF MOUNTED BOLT ROOF EQUIPMENT MOUNTED MASON SLFH VIBRATION EQUIPMENT ISOLATORS WITH 1" SECURELY TO STATIC VIBRATION DEFLECTION ISOLATORS (,vvry 1 cry rL.ASHING CAP FACTORY INSTALLED 2"X4" FASTENERS 18" WOOD NAILER O.C. OR AS BACKDRAFT DAMPER --- MOUNT HRV SECURELY TO RECOMMENDED BY STRUCTURE ABOVE PREFABRICATED EQUIPMENT RAIL UEQUIPMENT RAIL MANUFACTURE SPRING VIBRATION ISOLATOR p EXHAUST FROM WITH DOUBLE DEFLECTION 18 GAUGE z BATH AND POWDER NEOPRENE HANGERS MINIMUM WITH FLASHING AND COUNTER ROOMS RAISED CANT AS FLASHING COORDINATE I- REQUIRED TO REQUIREMENTS OF w� PROVIDE MOTORIZED DAMPER ON MATCH MANUFACTURE OF EXISTING LOCATE TEMPERATURE HRV INLET AND OUTLET IT OPEN THICKNESS OF ROOF SYSTEM AS REQUIRED SENSORS UPSTREAM OF UPON ACTIVATION OF UNIT EXISTING ROOF TO MAINTAIN WARRANTY OUTSIDE AIR CONNECTION INTAKE LOUVER. MAINTAIN 10 FT. MINIMUM INSULATION BD SEPARATION FROM ANY BUILDING f4TFC EXHAUST,VENT OR CHIMNEY MD EXHAUST AIR OUTSIDE AIR INSULATION HRV SHOWN DIAGRAMATICALLY OUTSIDE AIR EXHAUST AIR ROOF DECK FC � MD 11-1/4"CONDENSATE TO EXHAUST LOUVEREQUIPMENT RAIL DETAIL LOCAL FUNNEL DRAIN. N.T.S. HEAT RECOVERY VENTILATOR n ENERGY RECOVERY VENTILATOR DETAIL — MD J Al "f GZONE ACTUATORS. (TYPICAL) �V J LINK ALL ACTUATORS THAT ARE SERVING A SINGLE ZONE TOGETHER. 2—WAY CONTROL VALVE REFER TO RADIANT FLOOR PLAN FOR UNION VALVE RADIANT FLOOR ZONES. (TYPICAL) COMBINATION BALL VALVE, STRAINER AND UNION WITH (2) PRESSURE/ TEMPERATURE PORTS, AIR VENT AND P/T SENSOR HOSE END DRAIN VALVE WITH CAP AND CHAIN. SUPPLY MANIFOLD D C B A � HW SUPPLY HARDWOOD FLOOR TO BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. DRAIN VALVE SHUT—OFF VALVE NAILS FOR FINISHED WOOD FLOOR MUST BE A (TYPICAL) (TYPICAL) HARDWOOD FLOORING. MINIMUM OF 1-1/2"AWAY FROM THE TUBING. pp BALANCE VALVE HW RETURN INSTALL PERPENDICULAR TO 0 0 O (TYPICAL) QUIK QUIK TRAK PANELS RETURN MANIFOLD QUIK TRAK PANEL SCREWED---------,,,,., TO WOOD SUBFLOOR BALL VALVE I — ,.:p 4 (TYPICAL) " BALANCING/ d1 1 1 1 1 1 1 1 SHUT—OFF VALVE PEX TUBING TO \ .. .. _ , SLAB (TYPICAL).All 7 --------- - - ------ - --------------- h --- --------- ss , ' r>. : RADIANT MANIFOLD DETAIL N.T.S. lo 5/16"WIRSBO HEPEX TUBING FLOOR JOIST ' INSULATION �(���� S ��YQ ,I; WOOD SUB-FLOOR RADIANT FLOOR— QUIK TRAK OVER WOOD W/WOOD DETAIL I r- r 4ie. 2 z N.T.S. I '' G� REFRIGERANT SUPPLY AND SUPPLY AIR RETURN PIPING(VRF) 07387�'\ ARCPESSIONP`. FC SUPPLY AIR DUCTWORK(TYPICAL) I A RESIDENCE AT SIZE AS INDICATED ON THE PLAN. BALL VALVE(TYPICAL) PROVATH EQUIPMENT INLET DE IIAND OONS OUTLET SIZES. I RICHMOND CREEK PROVIDE DUCT LINER FOR ALL STRAINER SUPPLY AND RETURN DUCTWORK. I TOWN OF PECONIC CONTROL VALVE I RETURN AIR NEW YORK,USA AQUASTAT AIR HANDLING UNIT FAN UNION SECTION I SKEET TITLE: (TYPICAL) HOT WATER COIL CONDENSATE DRAIN I REDUCER(TYPICAL) I MECHANICAL DETAILS HOT WATER SUPPLY CONDENSATE PUMP- FLEX CONNECTION — CABINET ENCLOSURE DISCHARGE TO LOCAL COOLING I (TYPICAL.) FUNNEL DRAIN COIL oo J - - - ` DATE: SHEET NUMBER: HOT WATER RETURN NEOPRENE PADS FOR 8/5/16 - — VIBRATION ISOLATION 6"CONCRETE PAD SALE: M-301 .00 As indicated 11 1 RETURN AIR DUCTWORK(TYPICAL)SIZE BALANCE VALVE AS INDICATED ON THE PLAN.PROVIDE DRAWN BY: TRANSITIONS TO MATCH EQUIPMENT 2"HIGH GALVANIZED DRAIN PAN INLET AND OUTLET SIZES.PROVIDE KF/NffUBB DRAIN VALVE WITH 3/4" WITH OVERFLOW SWITCH. DUCT LINER FOR ALL SUPPLY AND HOSE END CONNECTION RETURN DUCTWORK. AND BRASS PLUG SOLDER ALL JOINTS FOR AWATER TIGHT INSTALLATION. WATER-BUG WITH UNIT SHUT-DOWN THE OFFICE OF AND OUTPUT TO BUILDING 2"ADD ON FILTER CABINET FERGUSON & SHAMAMIAN FAN ASSEMBLY SECURITY SYSTEM. WITH MERV 11 FILTERS. ARCHITECTS,LLP 4 HOT WATER CABINET UNIT HEATER PIPING DIAGRAM VERTICAL 2—PIPE AIR HANDLING UNIT W/ COND PUMP 270 LAFAYETTE STREET,NEWYORK,NEW YOM 10012 N.T.S. N.T.S. N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 © COPYRIGHT 2016 BY FERCUSON&SHAMAMIAN ARCHITECTS,LLP PUMP REMARKS MECHANICAL PUMP SCHEDULE DUCT SCHEDULE 1. PROVIDE MANUFACTURER 24V CONTROL WIRING FROM REMOTE THERMOSTAT TO FLOW WPD ELECTRICAL DATA DUCT SERVICE DUCT MATERIAL DUCT GAUGE INSULATION LINER REMARKS ENABLE CIRCULATOR PUMP ON CLL FOR HEAT THROUGH PUMP CONTROLLERS SYMBOL MANUFACTURER MODEL SERVICE TYPE RATE (HD FT) V/PH/HZ HP FLA WEIGHT REMARKS SUPPLY AIR GALVANIZED STEEL 22 NR 1/2"ARMAFLEX AP 1-3 2. PROVIDE FACTORY WIRED AUTOMATIC CONTROL PANEL WITH AUTOMATIC LEAD LAG _ (AMPS) 3. PROVIDE HIGH EFFICIENCY MOTORS.(RELIANCE E+OR EQUIVALENT)AND SHALL BE BP-1 TACO 007 BOILER CIRCULATION INLINE 6 GPM 5 120/1/60 1/25 0.75 8 LBS 1-7 RETURN AIR GALVANIZED STEEL 22 NR 1/2"ARMAFLEX AP 1-3 100%NON OVERLOADING THROUGH THE ENTIRE HP RANGE OF THE SELECTED PUMP. HWP-1,2 TACO VIRIDIAN VR-20 PRIMARY HOT WATER LOOP INLINE 18 GPM 33 120/1/60 1 6 71 LBS 1-7 TOILET EXHAUST GALVANIZED STEEL 22 NR NR 1-3 4. NPSHR AT SCHEDULED OPERATING POINT SHALL NOT EXCEED 0.8"NPSHA. 5. CONTRACTOR IS RESPONSIBLE TO DETERMINE CORRECT PUMP ROTATION. DRYER EXHAUST ALUMINUM 22 3M PLENUM WRAP 5A+ NR 1-3 6. PROVIDE MAGNETIC STARTER WITH AUXILIARY CONTACTS AND HOA SWITCH ON ALL HEAT RECOVERY VENTILATOR UNIT SCHEDULE KITCHEN EXHAUST GALVANIZED STEEL 18 3M DUCT WRAP 615+ NR 1,2 THREE PHASE MOTORS,UNLESS SERVED BY VFD. 7. PROVIDE HANGING/MOUNTING SUPPORT WITH VIBRATION ISOLATION MANUFACTURED OUTDOOR AIR GALVANIZED STEEL 22 1"INSULATION NR 1-3,5 BY MASON FOR ALL PUMPS ELECTRICAL DATA BOILER FLUE AL-29C-4C N/A NR NR 1,2,4 SUPPLY EXHAUST REMARKS: SYMBOL MANUFACTUER MODEL SA CFM ESP EA CFM ESP WATTS V/P/Hz WEIGHT REMARKS 1. PROVIDE INSULATION THICKNESS AS SPECIFIED OR MEET LOCAL ENERGY CODE REQUIREMENTS WHICHEVER IS MORE STRINGENT. VRF HEAT PUMP REMARKS HRV-1 VENMAR AVS X30HRV ECM 228 0.6 228 0.6 135 W 120/1/60 111 LBS 1-5 2.THIS SCHEDULE SHALL SUPERSEDE ANY SPECIFICATION REQUIREMENTS.SPECIFICATIONS PROVIDE ADDITIONAL DETAILS ON INSULATION MATERIALS AND INSTALLATION. REMARKS: 3.PROVIDE MIN 22 GAUGE FOR DUCTWORK.IF ASPECT RATIO IS GREATER THAN 3 TIMES USE 18 GAUGE TO PREVENT OIL CANNING. 1. PROVIDE WITH LOCAL UNIT-MOUNTED FUSED DISCONNECT IF NOT SERVED BY A 1.PROVIDE FROST PROTECTION CONTROLLER. 4.ZERO CLEARANCE FROM COMBUSTIBLES. SINGLE ELECTRICAL CIRCUIT. 2.PROVIDE WITH EXTERNAL DEFROSTER HEATER. 5.PROVIDE R-8 INSULATION AS PER ENERGY CODE AND PROVIDE WITH OUTER VAPOR BARRIER. 2. INSTALL UNIT AND PIPING PER MANUFACTURERS RECOMMENDATIONS.REFER TO 3.PROVIDE UNIT WITH MERV 13 POLLEN FILTER. MANUFACTURER FOR PROPER PIPE SIZING. 4.COORDINATE CONTROLS TYPE WITH ARCHITECT AND OWNER. 3. PROVIDE UNIT WITH WHOLE SYSTEM CONTROLLER(AE-200A OR EQUAL)WITH 5.MOUNTING POSITION TO BE HORIZONTAL.COORDINATE FINAL ORIENTATION AND LOCATION WITH ARCHITECT. DIFFUSER SCHEDULE ETHERNET CONNECTION AND REMOTE CAPABILITIES. 4. PROVIDE BACNET COMMUNICATIONS FOR CONNECTION TO CRESTRON OR EQUIVALENT WHOLE-HOUSE CONTROL SYSTEM. 5. PROVIDE WITH OUTDOOR AIR SENSOR AND ASSOCIATED CONTROLS FOR AUTO- CONSTRUCTION CHANGEOVER FROM HEAT PUMP TO SECOND STAGE HEATING(RADIATORS OR MANUFACTURER/ VOLUME EQUIVALENT). SYMBOL MODEL NO. TYPE MATERIAL BORDER TYPE 6. PROVIDE ALARMS FOR EACH PUMP,EACH COMPRESSOR,HIGH AND LOW DAMPER TYPE REMARKS PRESSURE FAILS IN THE REFRIGERATION CIRCUIT A TITUS/CT-480 LINEAR BAR GRILLE ALUMINUM 22 REMOTE 1-3 7. PROVIDE MANUFACTURER'S TECHNICAL REPRESENTATIVE TO SUPERVISE STARTUP FOR EACH HEAT PUMP SYSTEM. B TITUS!CT-480 LINEAR BAR GRILLE ALUMINUM 22 REMOTE 1-3 8. MOUNT OUTDOOR HEAT PUMPS ON NEOPRENE PADS SECURELY TO STRUCTURE C TITUS/CT-480 LINEAR BAR GRILLE ALUMINUM 22 REMOTE 1-3 PER MANUFACTURER RECOMMENDATIONS. 9. PROVIDE ALL SHIELDED CONTROL WIRING PER MANUFACTURER DUTY: RECOMENDATIONS. CS-CEILING SUPPLY HWS-HIGH WALL SUPPLY INDICATES INDICATES 10. NOTE WATER SYSTEM REMARKS BELOW CR-CEILING RETURN HWR-HIGH WALL RETURN UNIT TYPE -� � FACE SIZE 12X12 INDICATES 11. PROVIDE CUPRO-NICKEL WATER COILS. CE-CEILING EXHAUST HWE-HIGH WALL EXHAUST A 12. PROVIDE PRESURE TEMPERATURE PORTS(PER DETAILS AND SPECIFICATIONS) COA-CEILING OUTSIDE AIR HWOA-HIGH WALL OUTSIDE AIR INDICATES 350 UNIT 13. PROVIDE STAINLESS STEEL FLEXIBLE HOSE KITS WITH MANUAL BALANCE VALVE, FS-FLOOR SUPPLY LWS-LOW WALL SUPPLY UNIT DUTY CFM CAPACITY ISOLATICN VALVES,BLOW-DOWN,STRAINER AND P/T PORTS ON EACH HEAT PUMP FR-FLOOR RETURN LWR-LOW WALL RETURN CS SUPPLY/RETURN PIPING CONNECTION. FOA-FLOOR OUTSIDE AIR LWE-LOW WALL EXHAUST 14. PROVIDE MOTORIZED ZONE CONTROL VALVE ON SOURCE SIDE. 15. MOUNT OUTDOOR UNIT ON NEOPRENE PADS PER MANUFACTURER REMARKS: RECOME'4DATIONS. 1. REBALANCE EXISTING DEVICE TO AIRFLOW SHOWN ON THE PLAN DRAWINGS. 2. PROVIDE SQUARE TO ROUND TRANSITION. 3. PROVIDE REMOTE/CABLE OPERATED VOLUME DAMPER BY YOUNG'S REGULATOR. FAN COIL UNIT REMARKS HVAC PIPE SCHEDULE 1. PROVIDE WITH LOCAL UNIT-MOUNTED FUSED DISCONNECT IF NOT SERVED BY A SYMBOL PIPE SERVICE PIPE MATERIAL PIPE GAUGE FITTING TYPE INSULATION INSULATION JACKET REMARKS SINGLE ELECTRICAL CIRCUIT. 2. PROVIDE 1"THICK THROWAWAY FILTER AND 2"MERV 8 PLEADED FILTER IN RF REFERIGERANT L&S SOFT COPPER K BRAZED ONLY 1"ARMAFLEX AP VAPOR BARRIER 1-4 CUSTOM FILTER BOX. - -- 3. PROVIDE WITH FIELD FABRICATED 2"GALAVANIZED STEEL SECONDARY DRAIN HWS/R HOT WATER S&R AQUATHERM-BLUE PIPE-SDR-11 (MF) REFER TO MANUFACTURER 3/4"FIBERGLASS NR 1,2,4,5 PAN WITH SECONDARY DRAIN TO LOCAL FUNNEL DRAIN.PROVIDE WATER-BUG CD CONDENSATE DRAIN AQUATHERM-BLUE PIPE-SDR-11 (MF) REFER TO MANUFACTURER 1/2"FIBERGLASS CRAFT BARRIER 1,2,4,5 IN SECONDARY PAN TO SHUT UNIT DOWN AND SEND ALARM SIGNAL TO SECURITY OR HOME AUTOMATION SYSTEM. REMARKS: 4. INTERLOCK KITCHEN FCU WITH KITCHEN HOOD OPERATION.WHEN HOOD FAN 1. PROVIDE INSULATION THICKNESS AS SPECIFIED OR MEET LOCAL ENERGY CODE REQUIREMENTS WHICHEVER IS MORE STRINGENT RUNS,ENABLE FAN ONLY FUNCTION ON LOCAL FCU. 2. THIS SCHEDULE SHALL SUPERSEDE ANY SPECIFICATION REQUIREMENTS. SPECIFICATIONS PROVIDE ADDITIONAL DETAILS ON INSULATION MATERIALS. 5. PROVIDE WITH FLEX CONNECTIONS AT THE INLET AND OUTLET 3. MULTI FITTING TYPES INCLUDE MECHANICAL COUPLINGS,BRAZED,SWEAT,NPT,PROPRESS OR APPROVED EQUAL. 6. PROVIDE WITH MASON TYPE 30N VIBRATION ISOLATORS WITH 1"MINIMUM 4. ALL MECHANICAL PIPING TO BE INSULATED TO A MINIMUM OF R-3. STATIC DEFLECTION 5.PROVIDE OWENS CORNING AQ FIBERGLASS INSULATION. 7. PROVIDE HUMIDITY CONTROL FOR FANCOIL UNIT WITH A VICONICS VH-7200 HUMIDITY CONTROLLER AND DUCT-MOUNTED HUMIDISTAT ACCESSORY. 8. PROVIDE ECM FAN MOTOR ACCESSORY OR PROVIDE MODEL WITH ECM MOTOR OPTION FOR FAN SPEED CONTROL.PROVIDEUNIT WITH FACTORY MOUNTED RADIANT MANIFOLD SCHEDULE AND WIRED VARIABLE FAN SPEED CONTROL FOR SOFT START/STOP. 9. PROVIDE LOCAL OR REMOTE MOUNTED PROGRAMMABLE TSTAT W/REMOTE SYMBOL MANUFACTURER ZONE CONTROL ZONES SERVED NUMBER OF LOOPS TOTAL LOAD FLOW RATE HEAD LOSS i WATER TEMP. REMARKS SENSOR,ACCESSORY AS LOCATED ON PLANS. 10. FAN PERFORMANCE BASED ON MEDIUM SPEED UNLESS OTHERWISE NOTED. RMA UPONOR ACTUATORS 1-1,1-5 5 13.45 MBH 1.35 GPM 14.2 FT 110°F 1-3 11. FLOOR-MIOUNTED UNITS SHOULD SIT ON NEOPRENE PADS MASON SUPER-W OR EQUIVALENT. CEILING-HUNG UNITS SHOULD SUSPEND FROM STRUCTURE WITH RM-2 UPONOR ACTUATORS 1-4,1-6.1-7,1-9 11 26.88 MBH 2.69 GPM 12 FT 110°F 1-3 DOUBLE-DEFLECTION SPRING ISOLATORS MASON 30N OR EQUIVALENT. RM-3 UPONOR ACTUATORS 1-2.1-3,1-8 7 17.10 MBH 1.7 GPM 13 FT 110°F 1-3 12. SECURE HANGING UNITS TO STRUCTURE WITH HILTI-KWICK BOLT SERIES HDI _-_ FASTENER. RM-4 UPONOR ACTUATORS 2-5,2-6.2-9,2-10.2-11 10 23.33 MBH 2.4 GPM 14 FT 110°F 1-3 RM-5 UPONOR _ ACTUATORS 2-7,2-11.2-12 5 10.85 MBH 1.1 GPM 10 FT 110°F 1-3 REMARKS: FAN REMARKS 1.ALL PIPES ARE hePEX 5/16"IN DIAMETER INSTALLED ON 7"CENTERS. 1. PROVIDE WITH LOCAL UNIT-MOUNTED FUSED DISCONNECT IF NOT SERVED BY A SINGLE 2.SYSTEM TO MAINTAIN SURFACE TEMPERATURE AT 78°F. ELECTRICAL CIRCUIT. 3.DESIGN WATER TEMPERATURE DROP TO BE 20°F. 2. INSTALL PER MANUFACTURER RECOMMENDATION. 3. INTERLOCK BATHROOM EXHAUST FAN OPERATION WITH THE LOCAL LIGHT SWITCH STANDARD SWITCHING. 4. INTERLOCK KITCHEN EXHAU CONTROLS FAN WITOH WITH KITCHEN HOOD OPERATION.AND BOILER SCHEDULE PROVIDE CONTACT CLOSURE TO KITCHEN MAKE-UP AIR SYSTEM. 5. INTERLOCK KITCHEN EXHAUST FAN WITH HOOD SPEED CONTROLS BY HOOD BOILER BOILER SUPPLY RETURN MAX FLOW WATER ELECTRICAL DATA MANUFACTURER. OUTPUT FUEL INPUT WATER WATER RATE CONTENT FLA DISCONNECT/ WEIGHT 6. PROVIDE WITH BACKDRAFT DAMPER AT LOUVER TERMINATION. 7. PROVIDE SOLID-STATE SPEED CONTROL ACCESSORY FOR ALL FANS FOR INITIAL SET- SYMBOL MANUFACTURER MODEL LOCATION (MBH) (MBH) TEMP (°F) TEMP (-F) (GPM) (GAL) VOLTAGE PHASE (AMPS) FUSE (LBS) REMARKS UP AND BALANCING. B-1 LOCHINVAR WH-110 CRAWL SPACE 104.5 110.0 127 90 10 3.5 120 V 1 0.5 A 15A 155 BOILER REMARKS UNIT HEATER SCHEDULE HEATING ELECTRICAL DATA ��pF NEW)_o 1. PROVIDE ELECTRONIC-SPARK IGNITION SYSTEM B. S� 2. PROVIDE CONTROLS FOR MODULATED FIRING FROM 10-100%. AIRFLOW FLOW RATE PRESSURE DROP EWT LWT CAPACITY FLA DISCONNECT/ WEIGHT n ��Ty 3. PROVIDE MANUFACTURER-REQUIRED HORIZONTAL AND VERTICAL BREECHING FOR SYMBOL MANUFACTURER MODEL LOCATION TYPE (CFM) (GPM) (FT OF HD) (°F) (°F) (MBH) VOLTAGE PHASE (AMPS) FUSE (LBS) THE COMBUSTION PRODUCTS AND FRESH AIR INTAKE. UH-1 REZNOR WS-44/62 CRAWL SPACE HOT WATER 860 6.5 0.22 110 75 54 115V 1 1.2 A 15A 49 * 4. PROVIDE FACTORY-SUPPLIED MODULATING AND MULTI-BOILER STAGING r- p CAPABILITIES WITH DOMESTIC HW PRIORITY,LEAD-LAG AND EQUAL RUN-TIME LOGIC. UH-2 REZNOR WS-44/62 CRAWL SPACE HOT WATER 860 6.5 0.22 110 75 54 115V 1 1.2 A 15A 49 n �� W t 5. PROVIDE FACTORY-BUILT BOILER MOUNTING FRAME WITH PRE-BUILT SUPPLY AND UH-2 REZNOR WS-44/62 CRAWL SPACE HOT WATER 860 6.5 0.22 110 75 54 115V 1 1.2 A 15A 49 RETURN PIPING HEADERS AND ACCESSORIES AS SHOWN ON BOILER PIPING DETAIL. - 6. PROVIDE A DEDICATED BOILER CIRCULATOR PUMP SPECIFIED BY THE BOILER UH-B-1 STERLING GG-30 BARN GAS 370 - - - - 24.9 120 V 1 3.2 A 15A 60 �Q 0?3875- MANUFACTURER AND INTER-LOCK WITH BOILER CONTROLS.DIRECT VENT APPLIANCES AND INTEGRAL VENT APPLIANCES APPROVEDEBYITTHE UH-B-2 STERLING GG-30 BARN GAS 370 - - - - 24.9 120 V 1 3.2 A 15 A 60 AfTQ SS,ONP� COMMISSIONER AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S AND SECTION 503.8, TEM 3. 7. WHERE PEIRMITTED,THROUGHTHEIWALLVENTS FOR CATEGORY 1,11,111,AND IV CONDENSING UNIT SCHEDULE APPLIANCES AND NONCATEGORIZED CONDENSING APPLIANCES SHALL NOT TERMINATE OVER PUBLIC WALKWAYS OR OVER AN AREA WHERE CONDENSATE OR COOLING ELECTRICAL DATA PHYSICAL DATA SOUND VAPOR COULD CREATE A NUISANCE OR HAZARD OR COULD BE DETRIMENTAL TO CAPACITY FLA DISCONNECT/ WEIGHT LEVEL THE OPERATION OF REGULATORS,RELIEF VALVES OR OTHER EQUIPMENT. A RESIDENCE AT 8. HORIZONTAL TERMINATIONS SHALL ONLY BE ALLOWED IF THEY ARE INA SYMBOL MANUFACTURER MODEL SERVING LOCATION (BTU/H) SEER VOLTAGE PHASE (AMPS) FUSE LENGTH WIDTH HEIGHT (LBS) (DBA) REMARKS NONHAZARDOUS LOCATION AND IF THE CHAMBER(DIRECT VENT)OR INTEGRAL VENT NANCE HAS A SEALED ACCORDANCE W TH THE USTION CU-1 MITSUBISHI PUMY-P60NHMU AHU-1-1.1-3,1 4,1-5 BARN 60,000 16.5 240 V 1 28A 60A 3'-2" 1'-1" 4'-6" 313 49 _ RICHMOND CREEK APPLIANCE LISTING AND MANUFACTURER'S INSTRUCTIONS.IN ADDITION, CU-2 MITSUBISHI PUMY-P60NHMU AHU-1-2,2-1,2-2.2-3,2-4 BARN 60,000 16.5 240 V 1 28A 60A 3'-2" 1'-1" 4'-6" 313 49 HORIZONTAL TERMINATIONS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: CU-3 MITSUBISHI PUMY-P48NHMUAHU-A-1 BARN 1 48,000 14.5 4 240 V 1 23.9 A 30A 3'-2" 1'-1" 4'-6" 287 49 TOWN OF PECONIC 9. WHERE LOCATED ADJACENT TO WALKWAYS,THE TERMINATION SHALL BE NOT LESS THAN 7 FEET ABOVE THE LEVEL OF THE WALKWAY. NEW YORK,USA 10. VENTS SHALL TERMINATE AT LEAST 3 FEET ABOVE ANY FORCED AIR INLET,OTHER THAN THE FORCED AIR INLET FOR THE SUBJECT DIRECT VENT OR INTEGRAL VENT FAN SCHEDULE APPLIANCE,LOCATED WITHIN 10 FEET. 11. THE VENT SYSTEM SHALL TERMINATE AT LEAST 4 FEET BELOW,4 FEET EXTERNAL STATIC ELECTRICAL DATA PHSYICAL DATA SHEET TITLE: HORIZONTALLY FROM OR 1 FOOT ABOVE ANY DOOR,WINDOW OR GRAVITY AIR INLET PRESSURE(INCHES FAN SPEED - INTO THE BUILDING. SYMBOL MANUFACTURER MODEL TYPE LOCATION AREA SERVED AIRFLOW(CFM) WG) (RPM) VOLTAGE PHASE FLA DISC./FUSE LENGTH WIDTH HEIGHT WEIGHT REMARKS 12. THE VENT TERMINATION POINT SHALL NOT BE LOCATED CLOSER THAN 3 FEET TO AN DBF-1 FANTECH DBF4XLT FAN ATTIC DRYER EXHAUST 150 CFM 0.20 in-wg 0 120 V 1 0.7 A 15A 0'-9 3/4" 0'-7" _ 0'-9 3/4" 10 INTERIOR CORNER FORMED TWO WALLS PERPENDICULAR TO EACH OTHER 13. THE VENT TERMINATION SHALLLL NOT BE MOUNTED DIRECTLY ABOVE DBF-2 FANTECH DBF4XLT FAN ATTIC DRYER EXHAUST 150 CFM 0.20 in-wg 0 120 V 1 0.7 A 15A 0'-9 3/4" 0'-7" 0'-9 3/4" 10 MECHANICAL SCHEDULES FEET HORIZONTALLY FROM ANY GAS OR ELECTRIC METERING,REGULATING,WITHIN 3 ATTIC TOILET EXHAUST 650 CFM 0.40 in-w9 KX-1 GREENHECK SQ-100-VG INLINE 1156 120 V 1 3.7 A 15A 1'-5" 11-51, 11-91. 14 VENTING RELIEF EQUIPMENT OR OTHER BUILDING OPENING. 14. THE BOTTOM OF THE VENT TERMINATION SHALL BE LOCATED AT LEAST 24 INCHES ABOVE FINISHED GRADE. 15 THE MAXIMUM HEAT TERMINATION SHALLIBE 350,000 BTU/H,NPUT OF AN IUNLE S OTHERWISE APPROVED BY THE ANCE SERVED BY SINGLE HORIZONTAL ENT FAN COIL UNIT SCHEDULE DATE: SIIEET NUMBER: COMISSIONER. - 8/5/16 16. THE MAXIMUM HEAT INPUT OF ALL APPLIANCES SERVED BY HORIZONTAL VENT COOLING DATA ELECTRICAL DATA PHYSICAL DATA TERMINATIONS LOCATED WITHIN A 10 FOOT RADIUS SHALL BE 350,000 BTU/H, TOTAL COOLING SENSIBLE COOLING EAT LAT _ UNLESS OTHERWISE APPROVED BY THE COMMISSIONER. SYMBOL MANUFACTURER MODEL AIRFLOW ESP(in wg) CAPACITY CAPACITY DB WB DB WB VOLTAGE PHASE FLA DISC./FUSE LENGTH WIDTH HEIGHT _ WEIGHT(LBS) REMARKS SCALE: 17. THE VENT TERMINATION SHALL BE LOCATED A MINIMUM OF 4 FEET FROM THE LOT AHU-1-1 Mitsubishi PVFY-P18E00A 431 CFM 0.30 in-wg 18000.0 Btu/h 13500.0 Btu/h 75°F 63°F 55'F 54°F 240 V 1 1.5 A 15A _ 11-91, V-53/4" T-6 3/4" 98 1-11 �401 .00 As indicated lv LINE OR FROM ADJACENT BUILDINGS.THE TERMINATION SHALL BE INSTALLED IN AHU-1-2 Mitsubishi PVFY-P18E00A 431 CFM 0.30 in-wg 18000.0 Btu/h 13500.0 Btu/h 75°F 63°F 55'F 54°F 240 V 1 1.5 A 15A 1'-9.1 1'-5 3/4" 3'-6 3/4" ACCORDANCE WITH THE GAS VENT MANUFACTURER'S LISTING AND INSTALLATION AHU-1-3 Mitsubishi PVFY-P30EOOA 702 CFM 0.14 in-wg 30000.0 Btu/h 22500.0 Btu/h 75°F 63°F 55'F 54°F 240 V 1 1.5 A 15A V-911 1'-9" 1-11 3'-6 3/4" 1 98 8 1-11 INSTRUCTIONS. AHU-1-4 Mitsubishi PVFY-P12E00A 341 CFM 0.30 in-wg 12000.0 Btu/h 9000.0 Btu/h 75°F 63°F 55°F 54'F 240 V 1 2.8 A 15A 11-91, 1'-5 3/4" 3'-6 3/4" _ 88 1-11 DRAWN BY: AHU-1-5 Mitsubishi PVFY-P12E00A 341 CFM 0.30 in-wg 12000.0 Btu/h 9000.0 Btu/h 75'F 63°F 55'F 54'F 240 V 1 2.8 A 15A 11-91, 1'-5 3/4" 3'-6 3/4" 88 1-11 KF/MK/BB AHU-2-1 Mitsubishi PEFY-P12NMAU-E 350 CFM 0.30 in-wg 12000.0 Btu/h 9000.0 Btu/h 75°F 63°F 55°F 54°F 240 V 1 0.7 A 15 A 2'-4 7/8" 2'-3 9/16" 0'-9 7/8" 49 1-7,9,10,12 - --- AHU-2-2 Mitsubishi PEFY-P12NMAU-E 350 CFM 0.30 in-wg 12000.0 Btu/h 9000.0 Btu/h 75'F 63'F 55'F 54°F 240 V_ 1 0.7 A 15A 2'-4 7/8" 2'-3 9/16" 0'-9 7/8" 49 1-7,9,10,12 -- --.-- __ AHU-2-3 Mitsubishi PEFY-P08NMAU-E 250 CFM 0.30 in-wg 8000.0 Btu/h _ 6000.0 Btu/h 75°F 63°F 55'F 54'F 240 V 1 0.5 A 15A 2'-4 7/8" 2'-39/16" 0'-9 7/8" 49 1-7,9,10,12 AHU-2-4 Mitsubishi PEFY-P12NMAU-E 350 CFM 0.30 in-wg 12000.0 Btu/h 9000.0 Btu/h 75°F 63°F 55'F 54°F 240 V 1 0.7 A 15A 2'-4 7/8" 2'-3 9/16" 0'-9 7/8" 49 1-7,9,10,12 THE OFFICE OF FERGUSON& SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 G COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP PLUMBING HANGER SPACING PLUMBING SYMBOL LEGEND PLUMBING ABBREVIATIONS PIPING MATERIAL MAXIMUM SPACING(FEET) SYMBOL DESCRIPTION ABBREVIATION DESCRIPTION AFF ABOVE FINISHED FLOOR CAST IRON PIPE 5,REFER TO NOTE A 0' GATE VALVE AHU AIR HANDLING UNIT BRASS PIPE 10 --. BD BIDET N CHECK VALVE STEEL PIPE 12 BTU BRITISH THERMAL UNIT BALL VALVE CD CONDENSATE DRAIN COPPER PIPE 12 w M CFH CUBIC FEET PER HOUR CPVC PIPE 4,REFER TO NOTE B T BALANCING VALVE Cl CAST IRON taV GLOBE VALVE CO CLEANOUT NOTES: CW COLD WATER REFER TO NEW YORK PLUMBING CODE 2015,TABLE 308.5. BUTTERFLY VALVE DN DOWN A)THE MAXIMUM HORIZONTAL SPACING OF CAST-IRON PIPE HANGERS SHALL BE INCREASED TO 10 D DRYER FEET WHERE 10 FOOT LENGTHS OF PIPE ARE INSTALLED. PLUG VALVE DW DIRECT WASTE B)MIDSTORY GUIDE FOR SIZES 2 INCHES AND SMALLER. OS&Y VALVE ET EXPANSION TANK PLUMBING NOTES FLOOR DRAIN/FLOOR SINK/AREA DRAIN FCO ANO OUT OILLUN T FLD FLOOR DRAIN 1. PLUMBING BRANCH ISOLATION VALVES TO BE PROVIDED BY CONTRACTOR AND SHALL BE LOCATED FS FLOOR SINK IN PLUMBING RISER WALLS AND ARE TO REMAIN ACCESSIBLE. �Q PRESSURE REGULATOR 2. CONTRACTOR TO PROVIDE ALL NEW WASTE,COLD WATER,HOT WATER,HOT WATER FFE FINISHED FLOOR ELEVATION RECIRCULATION,CONDENSATE AND VENT PIPE WITH SHUT OFF VALVES AT EACH FIXTURE AND FGCO FINISHED GRADE CLEANOUT BRANCH BACK TO THE STACKS AND RISERS. GM GAS METER G GAS 3. WHERE NEW PLUMBING FIXTURES ARE INSTALLED,ALL NEW ROUGH-IN AND CONVENIENTLY LOCATED SHUT-OFF VALVES WILL BE EASILY ACCESSIBLE,THE OWNER SHALL BE RESPCNSIBLE FOR GPM GALLONS PER MINUTE LOCATING AND TESTING ALL PLUMBING SHUT-OFF VALVES. Tp TRAP PRIMER GSV GAS SOLENOID VALVE 4. PLUMBING CONTRACTOR SHALL DOCUMENT ALL RISER LOCATIONS,SIZES AND TAP SIZES AND GV GAS VENT SUBMIT TO THE ENGINEER FOR RECORD. L_1 FIXTURE TYPE 5. ALL WASHING MACHINES AND DISHWASHER SHALL HAVE CHECK VALVES INSTALLED ON THE WATER HB HOSE BIBB SUPPLY PIPING. HW HOT WATER 6. PROVIDE A 1/8"THICK STEEL PLATE IN FRONT OF ALL WALL-MOUNTED TOILET ASSEMBLIES FOR THERMOMETER HWR HOT WATER RECIRCULATION PROTECTION FROM DAMAGE. To PRESSURE GAUGE INT INTERCEPTOR PLUMBING FIXTURE SCHEDULE INV ELEV INVERT ELEVATION ® CONNECT NEW TO EXISTING IW INDIRECT WASTE MANUFACTURER/ LAV LAVATORY SYMBOL MODEL NO. DESRCIPTION COMPONENTS/ACCESSORIES REMARKS MBH THOUSAND BTU PER HOUR CAST IRON BODY THREADED _ WATER HAMMER ARRESTOR NG NATURAL GAS CO-1 WADE/8550 BRASS,RAISED HEAD PLUG. 1 OD OVERFLOW DRAIN SIZED PER WASTE LINE PCD PUMPED CONDENSATE DRAIN BACKWATER VALVE VACUUM BREAKER,FREEZE PRV PRESSURE REDUCING VALVE HB-1 WOODFORD/MODEL 68 PROOF,CHROME BODY,HAND 3/4"THREADED HOSE CONNECTION 1 ® RD ROOF DRAIN WHEEL,COLD WATER GATE VALVE IN ROAD CURB BOX RECESSED IN CHROME BOX RPBP REDUCED PRESSURE BACKFLOW PREVENTER IN ADA ACCESSIBLE FIXTURE RTU ROOF TOP UNIT SAN SANITARY VACUUM BREAKER,FREEZE HB-2 WOODFORD/MODEL 22 PROOF,BRASS BODY,HAND 1"THREADED HOSE CONNECTION 1 SH SHOWER WHEEL,COLD&HOT WATER 0 FLOOR CLEANOUT SST SECONDARY STORM HIGH/LOW THERMOSTATIC MIXING _T1 HOSE BIB ST STORM MV-1 LEONARD/XL-82 VALVE WITH CHECKSTOPS AND - - TMV THERMOSTATIC MIXING VALVE STRAINERS. TP TRAP PRIMER MAIN VALVE MODULATES EPDXY COATING INTERNALLY AND RELIEF VALVE TYP TYPICAL ZURN WILKINS/ BETWEEN THE CLOSED AND EXTERNALLY FOR CORROSION V VENT PRV-1 OPEN POSITION ENSURING A PROTECTION AS WELL AS ZW-2o9 VS VENT STACK CONSTANT DOWNSTREAM SET ISOLATION VALVES AND —� �_ _ DOUBLE CHECK VALVE ASSEMBLY PRESSURE PRESSURE GAUGES. I �I�I1 VTR VENT THRU ROOF GENERAL NOTES WC WATER CLOSET 1. REFER TO FLOOR PLANS FOR SIZES. - REDUCED PRESSURE BACKFLOW PREVENTER WCO WALL CLEANOUT Y ASSEMBLY AND DRAIN WH WASHING MACHINE WHA WATER HAMMER ARRESTOR IV STRAINER WHYD WALL HYDRANT YH YARD HYDRANT OROOF/OVERFLOW DRAIN INLINE PUMP GAS-FIRED WATER HEATER SYMBOL MANUFACTURER MODEL BTU/H INPUT RECOVER @ 90F RISER TANK VOL.(GAL) VENT SIZE HEIGHT DIAM. WEIGHT GALLON PER HOUR WH-1 A.O.SMITH GDHE-75 100,000 129 75 3" 65-1/4" 27-3/4" 382 LBS PLUMBING PIPE SCHEDULE SYMBOL PIPE SERVICE PIPE MATERIAL PIPE GAUGE FITTING TYPE INSULATION INSULATION JACKET REMARKS CW COLD WATER AQUATHERM GREEN-PIPE,SDR-7.4(MF) REFER TO MANUFACTURER FIBERGLASS VAPOR BARRIER 1-4 HW HOT WATER AQUATHERM GREEN-PIPE,SDR-7.4(MF) REFER TO MANUFACTURER FIBERGLASS VAPOR BARRIER 1-4 HWR HOT WATER RECIRC AQUATHERM GREEN-PIPE,SDR-7.4(MF) REFER TO MANUFACTURER FIBERGLASS VAPOR BARRIER 1-4 OF NE�Y DW DOMESTIC WATER(BELOW GRADE) AQUATHERM GREEN-PIPE,SDR-11 REFER TO MANUFACTURER FIBERGLASS VAPOR BARRIER 1-4 B g O SAN SANITARY(BELOW GRADE) PVC SCHEDULE 40 SOLVENT - - 1,2 CoP '�� ;� SAN SANITARY(ABOVE GRADE) CAST IRON SCHEDULE 40 HUBLESS - - 1 2 * luL`' 'v„ vA *{ VENT VENT PVC SCHEDULE 40 SOLVENT - - 1,2 r 0Lu NG NATURAL GAS STEEL SCHEDULE 40 BRAZED - - 1,2 L REMARKS: 1. PROVIDE INSULATION THICKNESS AS SPECIFIED OR MEET LOCAL ENERGY CODE REQUIREMENTS WHICHEVER IS MORE STRINGENT 0?38751 2. THIS SCHEDULE SHALL SUPERSEDE ANY SPECIFICATION REQUIREMENTS. SPECIFICATIONS PROVIDE ADDITIONAL DETAILS ON INSULATION MATERIALS. A r1P� 3.PROVIDE OWENS CORNING AQ FIBER GLASS INSULATION. %FESS\ 4.ALL PLUMBING PIPING TO BE INSULATED TO A MINIMUM OF R-3 PLUMBING PUMP SCHEDULE A RESIDENCE AT SYMBOL FLOW MANUFACTURER MODEL NUMBER TYPE LOCATION (GPM) NUMBER1OF BOOST(PPS PRESSURE PUMP VOLTAGE/ / MOTOR LENGTH WIDTH HEIGHT RICHMOND CREEK HWRP-1 GRUNCFOS UPS 40-240 FB INLINE CRAWL SPACE 3 1 12 2 240/1 12 13 3/4" 10 5/32" 13 1/2" TOWN OF PECONIC NEW YORK,USA SHEET TITLE- PLUMBING ITLE:PL BING ABBREVIATIONS NOTES & SYMBOLS DATE: SHEET NUMBER: 8/5/16 SALE: P-001 .00 As indicated DRAWN BY: KF/MK/BB THE OFFICE OF FERGUSON & SHAMAMIAN ARCIITTECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 © COPYRICI IT 2016 BY FERCUSON&SHAMAMIAN ARCHITECTS,LLP - - — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - -- - - - - - - - F- - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I �NEW 1"CW TO I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - SERVICE DOCK, I I 'p 1/2"CW SEE SITE PLAN. 4"SAN FROM PLUMBING FIXTURE ABOVE AHU-1-5 r- - - -- - - - - 1/2"CW----f— 1/2" HW I /f-3/4"HW 1 1/2"SAN 1 1/2"HWR FROM PLUMBING I FROM PLUMBING FIXTURE ABOVE I I FIXTURE ABOVE - - - - - -- - - - - -ell 112"CW 1/2"CW 1/2"HW I 1/2"HW IT-ol 1/2"HWR FROM PLUMBING 1 1 1 FROM PLUMBING FIXTURE ABOVEI 0 FIXTURE ABOVE I 1/2CW HU-1- co, 1 1/2""HW WETVENT I"HWR FROM WATER HEATER. 10 1+ HWRP-� NEW 4"SANITARY TO SITE ]JAHIU-�1-4 rg WH-1 SEPTIC, REFER TO SITE PLAN. o6 00 1.cw up— t 0 1 1 0 1 0 1"HW U 0 1 1 1 ni Pup 3/4"HWR CIZ, V,CW UP co- - - - -I 1/2"CW 0-47" 1/2"HW 3/4" HW UP 4"SAN UP__"� IMMU-1-11 TO OUTDOOR 1/2" HWR UP 3"VENT UP 11 ldr A� ll SHOWER 1 1/4"CW UP I M I 1/2"CW 1 1/4"HW UP 1/2"HW ==P OF NEW 2"SAN 11" HWR UP 2r 2"DOMESTIC WATER SERVICE FROM PLUMBING 4"SAN UP AHU-1-2 TO BUILDING, REFER TO RISER 3"VENT U C-1 FIXTURE ABOVE 2"DOUBLE CHECK VALVE, 1/2:CW WATTS LF719 E: CO 1/2 HWI SHUT-OFF VALVES FOR 1 2 ,��F 1-6 6-6 1/2"HWROUTDOOR SHOWER to 1 1 1/2"SAN 0,"3875:�� I iFROM PLUMBING NEW 21/2"DOMESTIC WATER P. - - - - - - - - - -- FIXTURE ABOVE SERVICE, REFER TO SITE PLAN ss0l I —LiL - - - - - - - - - \��\- - - - - - - - - - - - — — — --- GAS SERVICE TO BUILDING, REFER TO RISER - - - - - - - - - 1/2!,6w 1 FROM PLUMBING - - - - - - - ___1L :\ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I FIXTURE ABOVE 3/4"CW 1/2"CW I I I I 3/4"HW 4"SAN 1/2"CW \-NEW 2"GAS SERVICE, A RESIDENCE AT 2"SAN FROM PLUMBING 1/2"HW REFER TO SITE PLAN FROM PLUMBING FIXTURE ABOVE 1/2"HWR LU-0 I �\ I RICHMOND CREEK 3/4"CW FIXTURE ABOVE 1 1/2"SAN 3/4"HW FROM PLUMBING 2"SAN I 1 FIXTURE ABOVE I TOWN OF PECONIC FROM PLUMBING I I 11 I NEW YORK,USA FIXTURE ABOVE L - - - - - - - - II i I SHEET TITLE: - - - - - - - - - - - - - - - - - -\',� - - - - - - - - - - - - - -- - - - - - - NEW 1"C&HW TO - - - - - - - - - —SERVICE BARN, - - - - - - - - - - - - - - - - - - - - - SEE SITE PLAN. - - -- - - - - - - - - - - - - - - - - - - - - - - - CRAWL SPACE PLUMBING PLAN DATE: SHEET NL (MAIN HOUSE CRAWL SPACE PLUMBING PLAN 8/5/16 1/411 = 1'-0" SCALE: 1/411= 1'-l/" P-100.00 DRAWN BY: KFMIIBB THE OFFICE OF FERGUSON & SELAMAMIAN ARCHITECTS,LLP 270 LAFAYET-rE STREET,NEW YORK,NEW YORK 10012 TELEPHONE:212-941-8088 TELEFAX 212-941-8089 © COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCTRIECTS,LLP i HB-1 H6-1 ,s S. ii su;a'! R O FO $ HB-1 II 'mCPIPE TO RUN IN JOIST FIREPLACE PIPE TO RUN IN JOIST n 33 1 1/2"VENT UP COOKTOP : 4 SAN UP�� BD 1 S" DW WC �. .:.%r 4,3 SAN DN PIPE TO RUN IN JOIST ACCESS TO KS KS 4"WET VENT — 2"SAN DN RISER SHUT-OFF c—O 3"VENT UP 4"SAN DN ACCESS TO 2"SAN DN 2"VENT UP ——c�� RISER SHUT-OFF 1"CW UP/DN DW o ACCESS TO 2"VENT DNS 1" HW UP/DN �3"BLOW OUT O RISER SHUT-OFF I 1 1/4' CW UP/DN 3/4 HWR UIP/DN DRAIN ° 1"1/4"HW UP/DN 4"SAN DN ATI 1 HWR UP/DN 3"VENT UP/DN c I I 1"CWUP/DN I ° ------ --- -j O --- ----- ---» - ------} s I �pF NEI'1'y 3/4"HW UP/DN !.— LAV ( LAV 1/2"HWR UP/DN ,` =i 4"SAN DN 2"VENT DN �— �--— u ( 3"VENT DN I` -- -- -- \------- ( ---- Iz "' -- ------------- STAR, Ilk'Ll. v< "�� ��� 2 w _ � z OUTDOOR' HB-1 I I FRZ REF I1 i ) SHOWER A�OFESSIONP� O"O WC MOP SINK FOR SK lei) e LAV O ---- DOG WASH - 2"SAN DN ' 1 1/2 VENT UP A RESIDENCE T ............... � Y ESID CE A 2"WET VENT - RICHMOND CREEK TOWN OF PECONIC HB-1 I;I NEW YORK,USA SHEET TITLE: HB-1 FIRST FLOOR PLUMBING PLAN . _ DATE: SHEET NUMBER: 8/5/16 SCALE: P- 101 .00 DRAWN BY: KF/MK/BB MAIN HOUSE FIRST FLOOR - PLUMBING PLAN �J 1/4" = 1'-0" THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 © COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHI'T'ECTS,LLP i 11111J11L1L1LLL_UJ11111 - �w LL11111LI11.1LL 111LLiAl-ah- 1 11 _11- LWI_JLI-ill L111 Ll L llI1TULll_1I1 ll_l1JLl J11_�LI�ILLT _J�_11J111 1 1 _LL.11,�,JrLILI l 1 l ll1�1111. llll 11111 - _ I;- UllUI l_1L1I 11 - ALLI 1I_ll-MLI Illi 11�1J ll LU I I W M i° LLlul LLl LA II1LILll1111._1111 U Ill-111LI - - ll_ 1llll_LLl1_ll_LLll__LLL U LAV L111I1111 11 A LI1J 11�u Lu 11JLlUl1ll__I_f-hi uUllLllllfJll 1LLLE 11 LII-uLl Lj L1ll - t ILIIUL111LLIT IILIUILl - _ - � 11.JI1 1.11IL11IL � � � Lll 1ll111�11 NATI LAV - 1J111��J�11L1 IJlll� 1 Yk d V� . 0.0 u�u O ild I _fl-IU ULLI kg J� 1 `J 8 C 3 10 by _ � I � WC SH L.1L -L_l-LI I U / UlhA lJllllJllll11111J111 L _ °_ ill — - ' 1JllLll�L11J_1LLJLlLII a -- - 1 L1 IIJ LI.uULI-L111L11 1J LLl U_1L1L11 O - 1 1/2 VENT ----_ - 2"VENT UP — _LLLILIL)-LILALLLt ill Ill UP/DN wC - - - L' 1LLLLL1uLIJ 11 II I II II I II Ll_I_ 1IULF llIVIl1L� lJUU uLI 11 LI ULl ULI o �` " 1111 1 Ull wC ° O 0 - _� 1"CW UP/DN \� 2"VENT UP/DN 0 --I 1= ii�J-L��,�U1L11JLl_LI -- — 1"HW UP/DN Jlll --- _ _ — �I 314 HWR UP/DN lll1.11Jll " 1-1�LI1 L1111�1 i io � � 1 1/4"CW UP/DN -----_ � i o 3' VENT UP/DN 11/4 HW UP/DN 3"VENT UP/DN o LAV o 1"CW DN /' 1 HWR UP/DNLw IL o O — 0 ° 3/4"HW DN 2"VENT UP/DN o —LAV LAV 1 1/2"HWR DN o STt",J Z Ii A LL. � y � co i ti UB i C) vt75% 11 - SH - AS11 A Oo�P�. r ----------� i = SSI VJLI LLI I I I I I I I I I I I I _ lliULILLLIIJ LLL�U11L11 LI ��HIENU LILLA RESIDENCE AT IILlall-1- - 11W - llJ LW 1111111 11 Mull RICHMOND CREEK ullll' �`'I_u 1 - 1 l 1 LA TOWN OF PECONIC WSJ._1�L�I 11_-111_l�l_j,L�11_L1U111 - - - _ NEW YORK,USA I1U1L�llu 11_�I-11 Ll llll_.11 1IJ Ull1�Ulllal =1- 11L11J}lam lllJLWl11 1ULL1.11_ll11-1111 1 Il 11 1 IT1L L 1111111-111x_1J�L1�1I I u��- - IL SHEET TITLE: - ll SECOND FLOOR PLUMBING PLAN DATE: SHEET NUMBER: 8/5/16 SCALE: 1/4"= F-0" P-102.00 1 MAIN HOUSE SECOND FLOOR - PLUMBING PLAN -- 1/4" = 1'-0" --- DRAWN BY: KF/MK/BB THE OFFICE OF FERGUSON& SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETT-STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 © COPYRIGHT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP 0 0 0 0 0 PLUMBING PIPING DOWN-----,,,, TO FIXTURE BELOW, REFER TO PLUMBING ,_ RISER(TYP.) - — � I I I I I I I � I �u I G PLUMBING PIPING DOWN--,, 1"CW DN - O I c TO FIXTURE BELOW, I I 1" HW DN 311 VTR REFER TO PLUMBING q _ RISER(TYP.) I 1 1/4"CW DN I I 3/4"HWR DN I j I 3"VTR 1 1/4" HW DN I 1"HWRDN 3"VENT DN-- �— 0-------------- ------ ;~ J �c c- 1"CW DN i j I 3/4"HW DN t` - -_ I 1/2"HWR DN I 2"VENT DN I I I OF NE /Y B. i PLUMBING PIPING DOWN i ,I TO FIXTURE BELOW, REFER TO PLUMBING n RISER(TYP.)zi t'lm _t 4 - c o?3875- R0 -R0 ss�o��� A RESIDENCE AT RICHMOND CREEK TOWN OF PECONIC NEW YORK,USA o O SHEET TITLE: - - ATTIC PLUMBING PLAN DATE: SHEET NUMBER: 8/5/16 1 MAIN HOUSE ATTIC - PLUMBING PLAN --- 1/4" = 1'-0" ALE: P-103.00 DRAWN BY: KF/MYAB THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 COPYRICHT 2016 BY FERCUSON&SHAMAMIAN ARCHITECTS,LLP — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U,...-XCAVJ-,Yi`7.r, L - - - - - - - - - - - - - - - --- - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - ---I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -I BARN - CRAWLSPACE - PLUMBING PLAN t ll Jill 11L1111L I' ll Hill Ill 11 " NEW I"C&HW FROM MAIN A--L HOUSE TO SERVICE BARN, HB-2 TO RUN BELOW SLAB. HB-2 0� N E VV UH-BL2 6- S 1"C&HW TO RUN C-D UP IN WALL. NEW 1"GAS FROM MAIN HOUSE TO SERVICE BARN, AA tow TO RUN BELOW SLAB. 0,7387'5' A� NP�i aFESS�O A RESTDENCE AT RICHMOND CREEK GAR./"Gk--' TOWN OF PECONTC NEW YORK,USA SHEET TITLE: BARN PLUMBING PLAN DATE: SHEET NUMBER: mul I I WL 8/5/16 tit fl J-1"- LL [U-Aj -.ti__w 1111 UL LIE t fLfl lu SCALE: L a a I ih, 11 11 will, 11 1/4" 11-0" P-104.00 1 1.114LU ,, A �j I ji-l-W IL I Tfl DRAWN BY: UH-B�l KF/MKMB BARN SECO14D FLOOR PLUMBING PLAN 1/4v' 1 1-011 THE OFFICE OF FERGUSON & SHAMAMIAN ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YOM NEW YORK 10012 BARN FIRST FLOOR PLUMBING PLAN N TELEPHONE:212-941-8088 TELFFAX:212-941-8089 Q COPYRIGHT 2016BYFERGUSON&SHAMAMIANARCHITECTS,LLP NOTE GAS LOAD INFORMATION CONTRACTOR TO PROVIDE CASING FOR ALL PORTIONS OF GAS EQUIPMENT GAS USAGE(MBH) LINES INSTALLED WITHIN A SOLID WALL OR PARTITION. NO UNIONS,FITTINGS,BUSHINGS,COMPRESSION COUPLINGS OR COOKTOP 60 SWING JOINTS SHALL BE ALLOWED TO BE INSTALLED WITHIN SOLID WALLS,PARTISANS,OR FLOORS. CONTRACTOR WATER HEATER 100 REQUIRED TO PRESSURE TEST,ARRANGE FOR INSPECTION IN UNIT HEATER 30x2=60 AN EFFORT TO DETERMINE MATERIALS,DESIGN,FABRICATION, AND THE INSTALLATION PRACTICES ARE GAS TIGHT AND MEET BOILER 110 ALL REQUIREMENTS OF SECTION 404 OF THE NYS FUEL GAS CODE. GENERATOR 179 FIRE PLACE 40 10%SAFETY FACTOR 55 ROOF TOTAL LOAD 604 1„ CEILING 224'E.L. ' 188.5'E.L. 3/4" ' 3/4" 30 CFH 30 CFH HIH& HH& HIH� HIH& MEZZ.FLOOR KITCHEN LIVING ROOM FIRST FLOOR 60 CFH 105'E.L. ' 40 CFH 56.5'E.L. FINISHED FLOOR 30 CFH UNIT 30 CFH UNIT COOKTOP FIREPLACE 3/4" 3/4" HEATER HEATER � 3/4.. 1" 1" 60 CFH 40 CFH LLJ 19.5'E.L. 13'E.L. 3/4" 3/4" 1" 110 CFH ' 100 CFH 1"NG TO BARN PROVIDE REGULATOR AT METER SET FOR 10"W.C. NEW GAS METER TO BE INSTALLED BY GAS COMPANY. NATURAL GAS SERVICE 2„ FROM STREET,INCOMING GM PRESSURE OF 60 PSI NEW 1"NATURAL GAS VSERVICE FROM MAIN H I H H I HT SERVICE,SEE SITE PLAN. 1 1/4"NG TO GEN. FIRST FLOOR El ECRAWL SPACE SLAB 110 CFH 100 CFH WATER BOILER HEATER n GAS RISER "BARN" _ GAS RISER "MAIN HOUSE" U N.T.S. N.T.S. ROOF I I L 3"VTR J I L 3"VTR BATH 3 I BATH 2 LAUNDRY I BATH 1 3,. 1 1/2"VENT I 2"VENT 1 1/2"VENT 1 1/2"VENT 1 1/2"VENT 1 1/2"VENT 1 1/2"VENT 3.. 1 1/2"VENT 1 1/2"VENT 1 1/2"VENT 3/4"HW 1/2"HW I 1/2"CW 1"HW 1"HW 1"HW 1"HW 3/4"HW I 1"HW 1"HW 1"HW 1"HW 1/2"HWR 1/2"HWR 1 1/2"VENT 3/4"HWR 3/4"HWR 3/4"HWR 3/4"HWR 1/2"HWR 3/4"HWR 1/2"HWR 3/4"HWR 1/2"HWR 3/4"CW 3/4"CW 1/2"CW 1 1"CW 1"CW 1"CW 1"CW 3/4"CW I 1"CW 1"CW 1"CW 1"CW - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - n --- --- ---s-, ,� - i , - 1� - - - � - I - - I - T11 CEILING I 1 I I I 3/4" I I I I I I 3/4" I I I I I I I 1 1 1 I I H&CW H&cw H&CW I I I —1/2" �-�-1/2"CW 112"CW-h I I I I H&CW I 1 I 1/2" I 1/2"H&CW I 1/2^ I �---3/4" 1/2"CW�� I I 1/2" I 1/2.. 1 i t I I H&CW I I I I i 1 1 I I I I I I H&CW ( I I 1 1 H&CW I H&CWI 1 1 11 I I I I I H&CW I I H&CW 2"VENT- I 1 i I I I I I I I I i I I I 11/2" � I I I I I I I I VENT I I I II i II I I I I I I I I I I III I I I I I I 1112" I I I I I ( I1 I I II VENTTII' s Si 11/2" 1 1/2" 1 1/2" -1 1/2"VENT II II II I � II II II I _11/2- I 1 1/2" Lt,2"VENT 2"VENT VENT VENT VENT VENT VENT I .1 1/2"T I I I i t I I I I I I 1 1 I VENT II I I II II 1 2.. I II II I 1 1 1 11/2- I I III I 1 1 I 1 1/2" 1 1/2" L=2" I I I I I I I r 1 1/2" r-1 " I 2ND FLOOR I II 1 f- 2" I 1 4" 4" 4" 2„ 2„ 4" I 2" I I 2" 1 2„T ---I I I I I SHOWER I LAVATORY WATER CLOSET WATER CLOSET I I SHOWER LAVATORY LAVATORY SINK WASHER WATER CLOSET I I LAVATORY LAVATORY TUB SHOWER 1 1 1 3" �0F NEW , 1 I I I I2" 11 I " �,p� 4 SAN * , ,. I f ' I 2"VENT `' 4"SAN I I 1 1/4"CW n 3"VENT I I 2"VENT I I 3/4"HWR 4"SAN 1 I I 1 1/4"CW I I I 1 1/4"HW 1"HW 3/4"HWR I 3"SANF ' •` 1 3/4"HWR I I 1 1/4"HW I 2 ��387 1 "VENT ARO� O NPV 1"CW I 1 2"VENT 2"VENT I i 1 1/2"VENT SS I I I 2"VENT I - - - - - - - - - - - - - I --1-I- �- � - -I I- - - - - - - T - - - -I- - - - - - � -- 1 CEILING MUDROOM KITCHEN I I PANTRY POWDER ROOMASTER BATH 1 I I I I I I I I I I I I A RESIDENCE AT 1 1/2"VENT I I�-1 1 1 RICHMOND CREEK I I I I I ( I I 2"VENT-`� I I 1 I I VENT VENT 1 1/2' ----- 1 I I 1 I I 2"VENT 1 1 1/2" 1 I I I I I TOWN OF PECONIC j VENT I I I I I I LT VENT I I I 1 I LAVATORY I LAVATORY NEW YORK,USA s s 1 I I I I I I I i I I � ' I I I s [sn 1 I I I I OUTDOOR SHOWER 1/2"CW -i I i 1 1/2"CW I I i i I i I I I SHEETTITLE: --- - I 3/4" 112"CW I 1/2" I I 3/4" H&CW �-1/2" � 1/2" 1/2"CW I 1/2" H&CW � I 11/2" I 1/2" 1/2" 1/2" 1 1/2" H&CW44 I I 1 r 1 v2" H&cw 11/2" H&cw PLUMBING RISER DIAGRAMS - �H&CW -�J H&CW -H&CW H&CW _ - - - - 1ST FLOOR r2" coI1/2"HW 1/2"HW - - I co 3/4" __ 4" I CO 3" CO --- 4.. 2„ --- --- --- -- --- --- 3" -- "&CW1I-I --- --- ----�---- (- ---� --- --- I ---I --- - -- 1 --- - _- I - --� - - 1 I - - --- - -� --- 1 I - - I HWRP-1 MV-1 -- 1L- I _ _ l i - I J - I _ _ - _ NEW 2 112"DOMESTIC - - I - I - SERVICE FROM STREET, DATE: SHEET NUMBER: SEE SITE PLAN. MOP WASHING 3/4"HW 4"SAN KITCHEN KITCHEN 4"SAN 4"SAN 4"SAN 4"SAN 3"SAN 8/5/16 SINK MACHINE 1/2"HWR 1 1/2"HWDISHWASHER SINK DISHWASHER SINK REF. FRZ. 1 1/2"HW 1 1/2"HW BAR SINK WATER CLOSET LAVATORY 1 1/2"HW SHOWER WATER CLOSET BIDET 1 1/2"HW 1 1/2"HW 1 1/2"HW 1 1/2"CW TO _ 3/4"CW 1"HWR 1"HWRI 1"HWR 1"HWR 1"HWR 1"HWR 1"HWR ' HOSE BIBBS SCALE: P-200.00 1 1/2"CW 1 1/2"CW 2"CW 2"CW 2"CW 2"CW 2"CW ALL PLUMBING PIPE MATERIAL IN HOUSE TO PREVE2"BACKFLOW N.T.S. NEW 4"SANITARY PIPE _ _ BE AQUATHERM GREEN PIPE,SDR-7.4(MF). 1 WATTS F71 TO SEPTIC SYSTEM,SEE ( WATTS FILTER SEE PIPE SCHEDULE ON P-000.00 DRAWN BY: _ _ 2"CW FILTER SITE PLAN. � BY-PASS KF/MK/I313 - --- --- NEW 1 CW TO DOCK, r- SEE SITE PLAN. NEW 1"C&HW TO BARN, 6=1 SEE SITE PLAN. WH-1 ET-1 THE OFFICE OF FERGUSON & SHAMAMIAN CRAWLSPACE --- — ARCHITECTS,LLP CARTRIDGE SEDIMENT WATER �PLUMBING RISER FILTERS,AQUA-PURE MODELAP802-1.5 N 270 LAFAYETTE STREET,NEW YOM NEWYORK 10012 -r S TELEPHONE:212-941-8088 TELEFAX:212-941-8089 0 COPYRIGHT 2016 BY FERGUSON&SHAMAMTAN ARCHITECTS,LLP WITHIN THE WITHIN THE HOUSE'S UNDERGROUND FOUNDATION METER VAULT BALL VALVE HOT DOMESTIC COLD (TYPICAL) PRESSURE GAUGE WITH WATER SUPPLY DOMESTIC SHUTOFF COCK PIPE WATER COLD WATER DOMESTIC COLD WATER SUPPLY FROM HOT DOMESTIC SUPPLY PIPE O TO SYSTEM WATER RECIRC� STREET MAIN PIPE 6"MIN TEST TEE WITH 1" UNION(TYPICAL) BALL VALVE AND BRASS PLUG REDUCER(TYPICAL) DOUBLE CHECK VALVE BACKFLOW PREVENTER DOMESTIC WATER METER COORDINATE WITH WATER CO. INSTALL WATER METER, UNIONS, STRAINER WITH BLOW-DOWN VALVES, ETC. IN ACCORDANCE WITH PRESSURE REGULATOR SET THE REQUIREMENTS OF THE LOCAL AT 80 PSI MAX UTILITY COMPANY. n WATER SERVICE DETAILn PIPE SPACING DETAIL (HOT WIR ATER RECC) N.T.S. " GAS SUPPLY N.T.S. CW SUPPLY HW(110°F) TEMPERING VALVE(%%UDC) 1 l 1 THERMOSTAT(TYPICAL) POWERCHECK 1 VALVE BALL VALVE(TYPICAL) — UNION(TYPICAL) HW SUPPLY(120°F) TEMPERING VALVE RECIRCULATING HOT CONCENTRIC REDUCER(TYPICAL) j BALL VALVE(TYPICAL) WATER PIPE UNION STRAINER WITH VALVED BLOW DOWN (TYPICAL) THERMOMETER(TYPICAL) AND BRASS CAP HW(130°F) IN-LINE HOT WATER REDUCER CIRCULATING PUMP (TYPICAL) 1 FLUE, REFER MECHANICAL DRAWINGS. A.S.M.E.APPROVED TEMPERATURE AND PRESSURE RELIEF VALVE n TEMPERING VALVE DETAIL 1 PIPE FULL SIZE DISCHARGE TO NTS FLOOR EXPANSION TANK PLUG VALVE WH PRESSURE REGULATOR SET TO 10"WC. (TYPICAL) CONTRACTORS WORK 2"GAS MAIN AT FIRM RATE STARTS HEREy TO ALL GAS FIRED �F —iC�;►— APPLIANCES, D RISER DIAGRAMS FOR GAS METER BY SIZES PLUG VALVE BY GAS CO. GM REGULATOR GAS SERVICE PIPIG GAS BURNER TO BE INSTALLED DRAIN VALVE WITH 3/4"HOSE BY PROVIDER CONNECTION AND BRASS CAP GRADE GAS METER SHALL BE SIZED -- FOR A TOTAL LOAD OF MAIN \ HOUSE AND BARN, REFER TO DIRT LEG - 4"HIGH CONCRETE PAD GAS RISER. METER PAD AS GAS SERVICE IN FROM REQUIRED BY UTILITY CO. STREET PROVIDED BY PSE&G FINISHED FLOOR n GAS METER DETAIL 4 GAS FIRED WATER HEATER DETAIL N N.T.S. �0F S�'Y WATTS INTELLIFLOW LEAK DETECTOR Co Q� SHUT-OFF LOCATED BELOW LAUNDRY SINK(TYP.2) r . O RECESSED BOX MUST BE POSITIONED LU m ' TO HAVE VALVES AND LEAK DETECTOR LN C7� BE ACCESSIBLE 8 SHALL HAVE OPENING �Q 013375 DRAINFOR CONNECTION. LOCATED BELOW SINK AROFESS1 0���, �j CW PIPING TO CONNECTION TO ti�ys 1 EXISTING CW RISER Cels CONNECT TO BRANCH PIPING -- INTERIOR WALL DRAIN HOSE SHALL CONNECT INDIRECTLY TO WASTE SYSTEM A RESIDENCE AT x SINK ® THE WASHING MACHINE SUPPLY RICHMOND CREEK PROVIDE SEALANT T HOSES SHALL BE FLEXIBLE AROUND HOSE BIB PIPING L_— BRAIDED STAINLESS STEEL HOSE. TOWN OF PECONIC x' POINT OF CONNECTION TO I I ISLAND NEW YORK,USA PROVIDE SEAT_ — WATER HAMMER ARRESTER ACCESS PANEL VENT MUST BE 6"MINIMUM I I VENT SHALL (TYP. OF 2 FLANGE AND WABETWEEN HOSE LL ABOVE FLOOD AND FIXTURE.VEL RIM OF I ) WATTS NOTE: I RISE ABOVE BOTTOM OF I I -P-TRAP UPON DETECTION OF WATER, SHEET TITLE: FROST-FREE- I OR WHEN WASHING MACHINE IS NOT IN USE THE HOSE BIB PITCH CLEANOUT FOR I I I SOLENOIDS SHALL ACTIVATE ISOLATION VALVE VENT I CLEANOUT FOR I AND SHUT OFF THE WATER SUPPLY TO THE WASHING I VENT MACHINE. PLUMBING DETAILS '- 2"MINIMUM — � ( 2"MINIMUM WALL FLUSH- '� x I " MOUNTED HOSE BIB. 3/4"CW PIPE 1/2'CW _ 2"MINIMUM — > 1/2"HW DATE: SIIEETN1UMSER: 8/5/16 X FROST FREE TAIL TO I I I CLOTHES WASHER SHALL BE LOCATED WITHIN A LOOSE KEY END ON WARM SIDE I I STOP SCALE: CURBED WATERPROOF STAINLESS STEEL --- x / I P-300.00 OF BUILDING I WASHING MACHINE PAN.WHERE WASHER& INSULATIONHEIGHT OF HOSEI DRYER ARE SIDE BY SIDE,PAN SHALL BE EXTEND As indicated BIB SHALL BE PER I L__ I UNDER DRYER. ARCHITECTURAL REFER TO SPECIFICATIONSSTRUCTURAL 1/2"HOT WATER AND COLD WATER DRAWNBY: K ENGINEERING TO MAIN OR BRANCH MAIN KF/MKIBB DRAWINGS FOR WALL SECTION DETAILS FLOOR 2"CONTAINMENT PAN WITH x PITCH AT A MIN.OF 1.8"PER FOOT WATER DETECTION SENSOR FINISHED LOW POINT OF VENT CONNECTS TO MASON VIBRATION ISOLATION THE OFFICE OF GRADE WASTE TO MAIN OR DRAIN DOWNSTREAM OF FIXTURE PADS(TYPICAL FOR ALL BRANCH MAIN DRAIN CORNERS). FERGUSON & SHAMAMIAN —\ FROST-FREE HOSE BIB DETAIL 2 TYPICAL CONNECTION DETAIL TO ISLAND TYPE KITCHEN SINKARCHITECTS,LLP WASHING MACHINE DETAIL 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N.T.S. N.T.S N.T.S. N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 COPYRIGI IT 2016 BY FERGUSON&SHAMAMIAN ARCHITECTS,LLP 1"MINIMUM SAW CUT IN PAVEMENT. PATCH TO MATCH EXISTING SURROUNDING PAVEMENT CONSTRUCTION AFTER INSTALLATION EXISTING OF FEEDER,CONDUIT OR DUCTBANK. PAVEMENT IF GRASS IS ENCOUNTERED,REGRADE,REPAIR, AND RESEED TO MATCH SURROUNDINGS. 12" PLASTIC WARNING TAPE TO READ"DANGER BURIED HIGH VOLTAGE FEEDER". 24 COMPACTED BACKFILL BELOW IN 6"LIFTS GRADE SAND BEDDING 6"MINIMUM COVER — I O ON ALL SIDES ��rEll HIGH VOLTAGE CONDUIT, LIGHTING CIRCUIT, _ ELECTRICAL FEEDER OR CONCRETE DUCTWORK 24"MIN. WARNING - UNDERGROUND UTILITIES THE CONTRACTOR IS TO BE FULLY RESPONSIBLE FOR CONTACTING THE LOCAL CABLE TELEVISION COMPANY,POWER COMPANY,TELEPHONE COMPANY,GAS COMPANY, WATER AND SEWER COMPANY AND ANY OTHER UTILITY COMPANY WITHIN THE AREA PRIOR TO PROCEEDING WITH ANY EXCAVATION.BY LAW,THE CONTRACTOR IS REQUIRED TO CALL BEFORE DOING ANY EXCAVATION,DIGGING HOLES OR DRIVING POSTS REGARDLESS OF WHETHER IT IS WITHIN THE STREET LINE OR ON PRIVATE PROPERTY. OBTAIN INFORMATION REGARDING THE EXISTENCE AND LOCATION OF ANY UNDERGROUND FACILITIES BY CALLING 1-800-922-4455 n TYPICAL TRENCH DETAIL Con J _.. ._ t _ 2 1/2"DOMESTIC WATER SERVICE FROM MAIN IN STREET PEDESTAL MOUNTED PANEL PP- , r DOCK FOR DOCK POWER. r •�at COORDINATE EXACT LOCATION 2"GAS SERVICE FROM MAIN ; &REQUIREMENTS WITH CONCRETE VAULT FOR WATER S IN METER,COORDINATE WITH,, STREET COORDINATE WITH •t.,:-c•' ;•,.: ARCHITECT&OWNER - CAL WATER COMPANY. LOCAL GAS COMPANY �4 p�3II75� LO Y. .'' TO EXISTING UTILITY POLE A p� �OFESSION. —TO EXISTING UTILITY POLE 2"PVC FOR POWER TO DOCK A RESIDENCE AT 1,.CW SERVICE,.. / �.�'. '; RICHMOND CREEK TO THE DOCK�� O PVC FOR O P 2 2" R FUTURE 2 2" VC FOR FUTURE POWER LOW VOLTAGE �� TOWN OF PECONTC q 2 1/2"DOMESTIC WATER 4"SANITARY TO SITE SERVICE TO MAIN HOUSE. FUTURE 5KW SOLAR PANEL BANK. i NEW YORK,USA USE IRONRIDGE GROUND MOUNT 2 1/2"DOMESTIC WATER PIPE i SEPTIC SYSTEM.. 1"PVC.RUN IN SAME TRENCH SYSTEM WITH XR1000 RAILS.USE MATERIAL TO BE AQUATHERM i , THAT THE ELECTRIC LINE WILL SOLARWORLD SUNMODULE PLUS GREEN PIPE,SDR-11(NON-MF) 2 1/2"CW —2"PVC FOR CABLE TV COME INTO THE HOUSE FROM SW-300 PV ARRAYS.COORDINATE UP TO HOUSE. i TO DEMARCATION — 2'PVC FOR POWER TO � ) 2"NG CONDENSERS I f 2"GAS SERVICE TO PRESSURE WITH VENDOR FOR EXACT REGULATOR AND METER QUANTITY.PROVIDE SOLAR ARRAY BACKBOARD IN HOUSE SI FLET TITLE: 1"PVC FOR CONTROLS TO ' WITHIN CONSTANT SOUTHERN SUN CONDENSERS 1"GAS SERVICE TO BARN LOCATION. 2"PVC FOR TELE/DATA AND 1 1/4"GAS SERVICE,' _ ON CONDENSERS 3.r"::"" TO GENERATOR. '',, ,'y 2 1/2"CW _ — — TO 1"C&HW SERVICE 1Y;'C FOR 2 NG — — — — — -- — BAC BOARDA IN HOUSE SITE PLAN TO BARN POWER _ - - - - - - - _' - - - - -- - - -- 1"C FOR GEN. — — — — — COMMUNICATION FUTURE GENERATOR--*"' — PEDESTAL MOUNTED METER&� SERVICE DISCONNECT. 1"C FOR EM BRANCH CIRCUITSCONCRETE ENCASED PRIMARY DATE: SHEET COORDINATE EXACT LOCATION FEEDERS FROM UTILITY POLE &REQUIREMENTS WITH _ TO PAD MOUNTED S/S/16 UTILITY COMPANY PAD MOUNTED UTILITY y TRANSFORMER. TRANSFORMER --- SECONDARY FEEDERS SCALE: SU-100.00 FROM UTILITY TRANSFORMER.REFER As indicated TO RISER DIAGRAM FOR DETAILS DRAWN BY: KF/MK/BB SITE PLAN _ OFFICE OF 1" = 100'-0" FERGUSON & SHAMAMIAN I ARCHITECTS,LLP 270 LAFAYETTE STREET,NEW YORK,NEW YORK 10012 N TELEPHONE:212-941-8088 TELEFAX:212-941-8089 © C'OPYRIGI IT 2016 BY FERQUSON&SHAMAMIAN ARCHITECTS,LLP