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Home My WebLink About43780-Z SUFFacx �. �0�0 CpGy Town of Southold 9/24/2022 P.O.Box 1179 V2 • � 53095 Main Rd 14 4,, o r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43439 Date: 9/24/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 600 Leeton Dr, Southold SCTM#: 473889 Sec/Block/Lot: 59.-1-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/3/2019 pursuant to which Building Permit No. 43780 dated 5/22/2019 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: single family dwelling with front entry deck, roof deck, rear self-contained swimming pool, rear deck, outdoor shower, generator and garage under as applied for. The certificate is issued to Eliodromytis,Robinson of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0114 9/21/2022 ELECTRICAL CERTIFICATE NO. 43780 3/9/2020 PLUMBERS CERTIFICATION DATED 4/29/2020 ra Piecuch A hor' e Signature suF t,r�o TOWN OF SOUTHOLD moo. ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o . .4 SOUTHOLD, NY y�o ao� 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#: 43780 Date: 5/22/2019 Permission is hereby granted to: Eliodromytis, Robinson 21-24 75th St Astoria Heights, NY 11370 To: construct a new single family dwelling as applied for with DEC, Trustee, and SCHD approvals with flood permit as applied for. Swimming pool NOT included in this permit. At premises located at: 600 Leeton Dr, Southold 6 3 ->D if U� SCTM # 473889 : r)W)mm i ll� pool Sec/Block/Lot# 59.-1-7 Pursuant to application dated 5/3/2019 and approved by the Building Inspector. To expire on 11/20/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,420.00 -NEW DWELLING $50.00 ood Permit $100.00 Total: $1,570.00 Building Inspector 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: 0 ' House No. Street Hamlet Owner or Owners of Property: 40bZ n-_-,L L, -JE�I i 3 JA-O m L4-7' Suffolk County Tax Map No 1000, Section �JQI 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: $ Applicant Signature OF SO(/l�,ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • iQ sean.devlinCcD-town.southold.ny.us COUNI`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robinson Eliodromytis Address: 600 Leeton Dr city:Southold st: NY zip: 11971 Building Permit#: 43780 Section: 59 Block: 1 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electrical Services License No: 50592ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 71 Ceiling Fixtures 6 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 14 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 70 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights $' Dryer Recpt Emergency Fixtures Time Clocks Disconnect 1 Switches 46 2'LED 11 Exit Fixtures 11 Pump Other Equipment: DW, Hood, W/D, 22K Generator, 200A Whole House Transfer Switch, Septic- Disconnect, 2- Roburns 1- Double Roburn, 30A 220 GFCI Protected Self Contained Pool Notes: House w/ Sand Filled Garage Inspector Signature: Date: March 9, 2020 S.Devlin-Cert Electrical Compliance Form.xls �pF SUUT�, Town Hail Annex � � Telephone(631)765-18OZ 54375 Main Road Fax(631)765-9502 P.O.Box t 179 . Southold,NY 11971-0959 BUILDING DEPARTMENT TQWN OF. 4 7fiHQLI) C.ERTTFTCAT10N Date•4L� 2-9 2 c> Building Permit No. Owner: (Please ptiff, Plumber:,-B C: (I'Iease print) I certify'that; a°solder used inti e,water:siipply system contains less than 2/10 of 1% lead. - I 3 (Plumbers Signature) Sworn to before me is day of 20 �ZU SUSAN A.RIZZO Notary Public,State of New York No.01816183459 Notary Public, � County Qualified in Suffolk County Commission Expires March 17y F A�To OF SOU * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ I/ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUTG V64 IK REMARKS: C �vvvtfr, U1 )WAIa.J 4, � S w 0 1 DATE INSPECTOR i pE SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPEC 1 [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �I INSPECTORN)6 Zapf SoUlyo l 7 7 e d h� �O * TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR SOF so f # TOWN OF SOUTHOLD BUILDING DEPT. courm '' 765-1802 INSPECTION '' [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ /FIREESISTANT PENETRATION ELECTRICAL (ROUGH) [ TRICAL (FINAL) CODE VIOLATION [ KING REMARKS: WA y 4v lvs4vp► DATE INSPECTOR 0 v 5fso - - - - - -- o h l0 # TOWN OF SOUTHOLD BUILDING DEPT.' �O • h0 765-1802 . -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND , [ ]- I SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ].. FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] . FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL AT ' �[ ] I I- RE • MAW., fi r✓L s I)AP11 DATE �°� INSPECTOR `I oP souryO� Li * TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 -_ INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ "]'ANSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE-SAFETY INSPECTION " [ ] FIRE,RESISTANT CONSTRUCTION [ ]''FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) Rev re [ ] CODE VIOLATION ] PRE C/O REMARKS: t/ / Ou r' -40 clo e AV POO /—. Aim4 k- ke-I G o JZa U r V . ' . B • 1�� sf i- --12,Aja r- � DATE INSPECTOR L-- Home Energy Rating certificate Property HERS JNS Contracting, LLC. Rating Type: Confirmed Certified Energy Rater: Michael Fauci 600 Leeton Dr Rating Date: 2020-03-18 Rating Number: MCI 33 Southold, NY 11971 Registry ID: 419493922 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 63 Heating 19.6 $0 0% [General information --� Cooling 2.5 $122 21% Conditioned Area 1800 sq. ft. House Type Single-family detached Hot Water 10.4 $150 26% Conditioned Volume 16425 cubic ft. Foundation Open crawl space/raised floor Lights/Appliances 18.6 $291 50% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 3% Mechanical Systems Features _ _ — 1 Total 51.1 $579 100% Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. I -- _ Air-source heat pump: Electric, Htg: 9.0 HSPF. Clg: 14.5 SEER. L Criteria Duct Leakage to Outside 10.00 CFM25 This home meets or exceeds the minimum criteria for the following: Ventilation System Exhaust Only: 79 cfm, 23.2 watts. 2015 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes Building Shelf Features Ceiling Flat NA Slab None Sealed Attic R-49.0 Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 551 Clg: 551 CFM50 -- Foundation Walls NA Method Blower door Energy Testing Services, LLC. Lights and Appliance Features _ I 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.73 Fax# I n Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: %��uJ/J41.1 REM/Rate.:Residential Energy Analysts,and.Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. .�c r Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 600 Leeton Drive City: Southold Builder Name: JNS Contracting LLC Builder Tracking# 1-1 Combustion Appliance Zone(CAZ)# of Location of this CAZ: ATTIC (Use aciditional forms if,nore tlr<ur one CAZ.or if home has multiple heating systems or water heaters) Date of Test: 3-18-20 Outdoors Temp During Test: 61 of CAZ Depressurization NOTE:Net Change=Test Pressure-Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: NIA pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: NIA pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heatlitg System Primary: Yes❑✓ No❑ TV e: Furnace❑Boiler F-1 Heat PUMPZ[Other M _ Efficiency r Fttel Tvne 2 V_entine Tyne 3 Drat Sin!lane S ilia a CO CO Circle T e ascal _ forst Case) antral (Forst Cage) rteral a N Rating: aHSPF ❑P❑O QE❑ ��QM❑s❑ Pa. Pass Q_Fail❑_ Pass❑rail❑ PPM PPM N Wakr,,Hgater Primarv: Yes Z die: StandardTank❑1ndirect Tankless ❑✓ Size. Style Common Vent No n Instantaneous QConunercial (See Antesbelow) (Gallons) ° E _ Stand Alone S Yenlir�Tv3 cienc Fuel eDrS nilla -COp O' ❑ Crrcle Type) (Pascal) (Morse Case) ('Norse Case (Natural) 1=F: 95 NQPEI 0 E N-❑Ivi❑S❑✓ NIA Pa. Pass[]Fail❑ PassoFail❑ NIA PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range hood Vented to Outside-Yes❑✓ No o Oven CO 4 PPM Ambient CO(During Oven CO Testing) o PPM t Hearing System Efflciettcy: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal Friel Type: N =Natural Gas P=Propane O=Oil E=Electric s henting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper NI =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is N1,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardicss of Venting`type,if the exhaust vent is accessible. !!'aterHeaterSt-1e: Commonly Vented with Heating System or Stand Alone(Independently Vented or Or haned) s(Yater Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is rankless,enter efficiency of combustion source. NOTE. IMater Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled I F of S4 UX-Vater Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 3-18-20 R Home Energy Rating Certificate Property HERS JNS Contracting, LLC. Rating Type: Confirmed Certified Energy Rater: Michael Fauci 600 Leeton Dr Rating Date: 2020-03-18 Rating Number: MC133 Southold, NY 11971 Registry ID: 419493922 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index; 6.3 _ _ Heating 19.6 $0 0% Generallnformation _ —� Cooling 2.5 $122 21% Conditioned Area 1800 sq. ft. House Type Single-family detached Hot Water 10.4 $150 26% .Conditioned Volume 16425 cubic ft. Foundation Open crawl space/raised floor Lights/Appliances 18.6 $291 50% Bedrooms 4 Photovoltaics -0.0 $.0 -0% Service Charges $16 3% Mechanical Systems Features Total 51.1 $579 1009 Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. -----� Air-source heat pump: Electric, Htg: 9.0 HSPF. Clg: 14.5 SEER. Criteria Duct Leakage to Outside 10.00 CFM25 This home meets or exceeds the minimum criteria for the following: Ventilation System Exhaust Only: 79 cfm,23.2 watts. 2015 IECC UA Compliance Programmable Thermostat Neat=Yes; Cool=Yes FBuilding Shell Features Ceiling Flat NA Slab None Sealed Attic R-49.0 Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 551 Clg: 551 CFM50 } Foundation Watts NA Method Blower door ! Energy sting Services, LLC. Lights and Appliance Features i1648 Locust Ave Interior Fluor Lighting(%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.73 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy.Analysis and Rating Software v16.0.1 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 600.Leeton Drive City: Southold Builder Name: JNS Contracting LLC Builder Tracking# 1-1 Combustion Appliance Zone(CAZ)# of Location of this CAZ: ATTIC (Use additional forms if more than orte CAZ or if home has multiple heating systems or water heaters) Date of Test: 3-18-20 Outdoors Temp During Test: 51 OF CAZ Denresstcrization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eatiitg,Sj,st »t; Primary., Yes❑✓ No❑ Tvoe: Furnace❑Boiler❑Heat PumpOther E tcien ' Fuel ripee z . Ventlnp_Tvae 3 DraftSin Ilaxe. Sin Mase --co Cp (Circle Pascal (Wo Ls atural roost Case atu'rirl Rating:swJPFN❑�O❑E ) N❑`al S❑ Pa. Pass 0 Fail O Pass❑Fail❑ PPM PPM Yes Q Tvne: StandardTank-❑_Indirect Tankless ✓❑ Size: Style Common VentetlfetPriiaryNon Instantaneous❑Commercial - (Seevote5belrnt) (GallansJ sStand AloneFuel Type-2 Vend t Types Draft � SS 1�" S illd a{1Velta'al) CO � CO'•" (Orcle Type) (Pascal), foisr"l.'ase 1 Easel {T'altrral). JJM 95 ND P��EIEN❑M❑S j✓ N/A Pa. Pass[DFail❑ Pass✓❑,Fail❑ N/A PPM N/A PPM �'e •, "`- .wa Oven is Electric or No Oven Exists ® Oven Range Hood Vented to Outside Yes 2 No❑ Oven CO 4 PPM Ambient CO(During Oven CO Testing) 0 PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;I-ISPF for heat pump;COP if heat pomp is geothermal Fuel Jpe: N =Natural Gas P=Propane_ - O=Oil E=Electiic a Venting Type: N =Naturat/Atmospheric V =Natural/Atmospheric PLUS Vent"Damper M =Mechanically Assisted S =Sealed(Two Pipe) NO If the Venting Type selected is NI,no Draft test is.required-for that appliance. If the Venting Type selected is s,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Nater Heater Style: Commonly Vented with Heatin8 System or Stand Alone(Independently Vented or Orphaned) ` iVater Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water I-leater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Nater Heater Type is"Commercial"and the unit is 100 gallons or more,enter maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 3-18-20 1f® e Energy Rating Certificate Property HERS JNS Development Rating Type: Confirmed Certified Energy Rater: Michael Fauci 440 South Ln Rating Date: 2020-03-18_ Rating Number: MC220 East Marion, NY 11939 Registry ID: 199046246 Estimated Annual Energy Cost HERS Index: 56 Use MMBtu cost Percent Heating 58.7 $1196 66% General information Cooling 2.2 $108 6% Conditioned Area 2395 sq.ft. House Type Single-family detached Hot Water 8.9 $161 9% Conditioned Volume 21879 cubic ft. Foundation More than one type Lights/Appliances 20.1 $333 18% Bedrooms 3 Photovoltaics -0.0 $-0. -0% Service Charges $16 1% Mechanical Systems Features Total 89.9 $1814 900% Water Heating: Instant water heater, Natural gas,0.95 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Natural gas,95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 14.5 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 50.00 CFM25 Z0151ECC UA Compliance Ventilation System Exhaust Only: 110 cfm,23.2 watts. Programmable Thermostat Heat=Yes;Cool=Yes Building Shell Features Ceiling.Ftat NA b None Sealed Attic R-38.0 posed Roo R-30.0 Vaulted Ceiling R-38.0 Window Typ U-Value:0.310,SHGC:0.300 Above Grade Walls R-21.0 Infiitration'R a Htg: 1072 Clg: 1072 CFM50 Foundation Waits R-0.0 Me od B w r door 1072 CFM x 60Min/hr=64,320121,87 2.9 ACH OPa Energy Testing Services, LLC. Lights and Appliance Features r1r 1648 Locust Ave Interior Fluor Lighting(%) 0.0 ange/OvemFuel Natural gas Bohemia, NY,11716 Interior LED Lighting(%) 100.0 Clo hes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.32 Fax,# Dishwasher(kWh/yr) 270Ceiling.Fan(cfm/Watt) 0.00 Certified Energy Rater: ) l/ REM/Rate=Residehiial Ratirig SoftwafL-x16.0.-1. This information does not constitute any warranty of energy cost's or savings.©i985=7020 NORESCO,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home'is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 440 South Lane City: East Marion Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms If more than one CAZ or if hoine has multiple Treating systems or water healers) Date of Test: 2020-03-18 Outdoors Temp During Test: 51 OF CAZ DenressuLhation ROTE:Net Change=Test Pressure-Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: NIA ppM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No 1_J Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: e�,ttttttgSystettt Primary: Yes�✓ No a Type: Furnace ✓�Boiler[]Heat Pumper Other tciet I Fuel7Vy z Ventirrg?vne 3 D-[ Sin IIuF;e ISn llaee CO, CO.. Circle T20 (Pascal) orsi:Case atural (Iilorsrcase)• laiuralf Ratin :95-0NR]PE1OQE0 NEIN[amESIZ N/A Pa. Pass❑✓ Fail❑ Pass[o✓FaHEI N/APPM NIA ppNi Yes �✓ T Standard Tank- — lltG'1'Mater Prima -�° �Inducct Tattliless Size: 0.0 Style Common Vent 'am -^'---�' No Instantaneot>50✓ Conunercial SeelVote56elow ( ) (Gallons) Stand Alone ✓ E rciert s Fuel a Z. Venting:Tvne a Drat Sin IlaQe villa a(lVatrrralf CO CO Circle Type) (Pascal) (Norse:Case) (iflorse Casa (Natural' I?F; 0.95 NO✓ POODES N❑MQS❑✓ N/A Pa. PassQFail[] PassQFai1Q N/A PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑- Oven Range Hood Vented to Outside Yes-Z Nom Oven CO 3 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 renting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NO If the Venting Type selected is NI,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests arc required for that appliance. A CO test IS RFQUIRED for all appliances regardless of Venthig Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s {Yater Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water-Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael_Fauci Rater Number: 8619824 Rater Signature: . Date: 2020-03-19 Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 440 South Lane City: East Marion Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 2. - of 2 _ Location of this CAZ: Attic (Use additional forms if more than one CAZ or tfhome has multiple heating syslenis or water heaters) Date of Test: 2020-03-18 Outdoors Temp During Test: 51 °F CAZ Depressurization NOTE:Net Change=Test Pressure–Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A ppM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes F-1 No Net Change: N/A. pa. If Yes,Total CFNI Simulated (explain in notes) NOTES: eating ',SjtS eit> Primary: Yes II✓ No Q Tvpe: Furnace a Boiler II Heat Pumper Other E "icier+c + Fuel a x_ Vettti+ee 7ytie'3 Drat Sip 11a S"+_n!lase CO co Circle T 'e - areal .. orst Case . �atural - •forerCase Natural). Rating:95.0 N[Z1P®OLjE0N[�t[]mus N�A Pa, PassO Fail Pass�FailEl NIA Ppm NIA PPy Yes ;- Standard TankIndirect El TuMessSire: 0.0 Style Common Vent iWkter, eater,`;<<;' Prinlarv: No n Instantaneous ✓ ommercialSeeAote 5 belrnu) (Gallons) d Stand Alone �✓ s' Fuel• e z Venting Tyne 3 Dra t' S ilia�e S rlla a 'atara! CO CO E tcieric • =--� (Circle Type) (Pascal '(Worse case) ({farse Gose) . (Natriral) ' U: 0.95 NR]P[]oaEf] N❑Nl❑SZ✓ N/A Pa. Pass❑✓ Fail Pas ✓Fail �.: ti �. NIA PPM NIA PPM Qt�ela ," Oven is.Electric.or No Oven Exists r .�. � ,� ,,"`•.t<o�� Oven Range Hood Vented to Outside Yes ZNo Oven CO 3 PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothennal Z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric s Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper NI =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S;no Draft or Spillage tests are required for that appliance, A CO test IS-RE, for all appliances regardless of Venting Type,if the exhaust.vent is accessible. '6Vater Hetiter St !e: Commonl •Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Nater Heater Efficiency: if Water•I Ieater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTF,: If Nater Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF o f.54 If Water.Heater Type is"Commercial'and the unit is 100 gallons or more,enter a minimum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2020-03-19 11 a ricome Energy Rating Certificate Property HERS JNS Development Rating Type: Confirmed Certified Energy Rater: Michael Fauci 440 South Ln Rating Date: 2020-03-18 Rating Number: MC220 East Marion, NY 11939 Registry ID: 199046246 Estimated Annual Energy Cost Use mmotu Cost Percent ITERS Index: 56 Heating 58.7 $1196 66% General information Cooling 2.2 $108 6% Conditioned.Area 2395 sq,ft. House Type Single-family detached Hat Water 8.9 $333 9% Conditioned Volume 21879 cubic ft. Foundation More than one type Photo ottai Lights/Appliances 20.1 $333 18% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 89.9 $4814 1000/0 Water Heating: Instant water heater, Natural gas, 0.95 EF,0.0 Gal. Criteria Heating: Fuel-fired air distribution, Natural gas,95.0 AFUE. ini Cooling: Air conditioner, Electric, 14.5 SEER. This dome meets or exceeds theeminimum criteria for the following: 2015 lECC UA Compliance Duct Leakage to Outside 50.00 CFM25 Ventilation System Exhaust Only: 110 cfm,23.2 watts. Programmable Thermostat Heat=Yes;Cool=Yes Building Shell Features Ceiling Flat NA Slab None Sealed Attic R-38.0 Exposed Floor R-30.0 Vaulted Ceiting R-38.0 Window Type U-Value_0.310,SHGC:0:300 Above Grade Watts R-21.0 Infiltration Rate Htg:1072 Clg: 1072 CPM50 Foundation Walls R-0.0 Method Blower door 1072 CFM x 60Min/hr=64,320/21,879ft3=2.9 ACH@5.ON Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting(%) 6.0 Range/Oven Fuel Natural gas Bohemia,NY, 11716 Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.32 Fax # Dishwasher(kWh/yr) 270 Ceiling Fan(cfm/Watt) 0A0 Certified Energy Rater: �. REWRate;=Resiifentaal.Eniergy;Aiaalyst`s'and Rating Sciftware v9'6c0:1 This information does not constitute any warranty of'energy costs or savings.'©1985-2020 NORESCO,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating.provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 440 South Lane City: East Marion Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-03-18 Outdoors Temp During Test: 51 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A ppM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No�✓ Net Change: N/A pa. If Yes,Total CFi<I Simulated (explain in notes) NOTES: d u¢„ tttg System' Primary:_ Yes ✓Q No a Tyne: Furnace[z]Boiler❑Heat.Pump[-Other E (Clone ! Fuel e z Dentine Type3 Drat SS i� Sin lla�e CO CO Circle`l ' (Pasch!) (f'orst`Case atiiral)- Vorst Case - atural Rating:95.0 NEI P[IO❑E❑ N0\0k SJ✓ N/A Pa- Pass ED Fail El PassjElFailO N/A Ppm N/A PPhI - Yes ✓ • Standard Tank Indirect Tankless q T ❑ � Size: 0.0 St le Common Vent Water.,=Heater;; _rima y ❑ �»7 ' No f] IttstantaneottsaCommercial (SeerUole i below) (GallvnsJ ' Stand Alone zEfficiency s Forel Tvne 2 Dentine Tvve r Dra l S tln'llaee S itla a(Natuna!) CO " CO (Circle Type) (Pascal) MorseCaw) horse Case). Waltiral) EF: 0.95 N_2 PJ O aE_0N[�M❑S N/A Pa. Pass❑✓ Fail j] Pass✓RFail0N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No Oven CO 3' PPM Ambient CO(During Oven CO Testing) o PPM 'Heating System Efficiency: Enter AFUE for fiirnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Denting Type: N =Natural/Atmospheric V =Natural/Atinospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIJ -D for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4{rater Heater S(VIC. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water hieater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: ��.•��,' Date: 2020-03-19 Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 440 South Lane City: East Marion Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional forms if more than one C.4Z or ifhome has multiple heating systems or hater heaters) Date of Test: 2020-03-18 Outdoors Temp During Test: 51 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A ppy Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: ffli ff INMM Primary: Yes ✓❑No a Tyne: Furnace ✓❑Boiler❑Heat Pumper Other❑,__ Sni!laCOa Ve»tng Tpe DrSnianD:E tceu (CircleTa ascal Vorst Case (Natural) Vorn-Case - 'attiral Rating:95.0 N(D PLI O❑E❑ N❑\0N SD N/A Pa. Pass_Fail E1 PassRIFail❑ N/A PPNi NIA Ppm Wrrfer;Heater' mry Yes ' StartdardTanl:QIndirect Tankless ❑ Size: 0.0 Style Common Vent❑ Primary: - No Lf lmtantaneotis❑✓ Commercial (.See NoteSbelrnv) (Gallons) a Stand Alone Q s z Venting Tvne s Drat ) S illy a 'Spillage(Natural CO CO en E e- c - Fuel Type (Circle 7 (Pascal) (!Norse Case) Qt'nrse Case EF: 0.95 N❑✓ P❑O❑E❑ N❑M❑SQ N/A Pa. Pass ✓❑Fail❑ Pass0Fai1❑ N/A PPMI N/A PPNI Owen y Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO 3 PPIv1 Ambient CO(During Oven CO Testing) o PPM `Heating Sjrstem Efficiency: Enter AFUE.for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal Z Fitel Tj1pe: N =Natural Gas P=Propane O=Oil E=Electric a Venting Tjym. N =Natural)Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NO If the Venting Type selected is'IM,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. .A CO-test IS REQUIRED for all appliances regardless of Venting Type,if 111e.exhaust vent is accessible. 4 Nater Heater Sti-le: Commonly Vented with Beating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Nater Heater Type is Indirect,no EF entry is required. If Nater Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Nater Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled El'of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael FaUCir Rater Number: 8619824 Rater Signature: Date: 2020-03-19 YA Ir . == MIMSI MKIMM No ■rm Elm mm IN ME Mill IN � ;ii iii■■i�i��i� Ulm NEW 01M. Elm wilff IN Ml i��yI11�1�E�r►.lam■■f��ii■i��■�■��!�■� �■� �■ �iiiii■��■�f��r�i�; Mii ■mW MEMINIM i� �ii�i�rii��r�■� ilimmmmimmio= MENIMENERIMMEME mom ■IINMM'=P.IWIDIINNMME OWN, ■■ . ��■�■ ■tel!` iii� iiiii�i��il; m■M WAV,U79 0 Grimmmm WE -_ - - ■■E�■■■'��■��■�■moi: Elm MINNIE! WINE MEN i r -•/• � P ''fes -.Y �rr! P'' _ • •• • CM rol 'FOUNDATION (IST) rArZX PLUMBING rl INSULATION PER N.Y-. 8TATE ENERGY COD id Ll"AIN, s �n im If ._t. Mm r► ' r. rf 1. , M WHO Wall mo pj; a. / /� 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 1I971 4sets'ofBuilding Plans TEL: (631) 765-1802-- -=- =-- - - - - - Planning Board approval FAX: (631)765-9502 Survey Southoldtownn ov' --- - PERMITN0.- �- - Check' Y�g Septic Form ..j -. N.Y.S.D.E.Cr' Trustees i C.O.Application Flood Permit Examined- 20 - Single&-Separate ` ;? Truss;Identification Form • t !4 Storm-Watef Assessment Form: Contact: Approvedja/c Mail to: T Disapprov Expiration ,20 '� . F3" mg-Ins for-- .� , MAY = 3 2919--- APPLICATION-FOR BUILDING.PERMI APR 20 ��tN O Lai • : ..20:.1 oi, - - - - _ INSTRUCTIONS 9@��be completely filled-in 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.:` £Every building permit shall expire if the work authorizedhas 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;'tlie Building Inspector may authorize;iiiwriting,the extension of the permit for an addition six months.Thereafter,a newpermitshall-be required. APPLICATION IS'HEREBY IVIADEao the Building Department for the,issuancepf a Building.Permit;puisuant.to the Building Zone Ordinance of the.Town'of Southold, Suffolk County;New York,and other applicable Laws,''Ordinarices`or Regulations,for the construction of buildings,-additions,or alterations oe 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. cFa�'(Signature of.applicarit`or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder Name of owner of premises �j� '(As,on the'takroll 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: ;r; •' House Number Street Hamlet County Tax Map No. 1000, Section , -'BI ,,,:,(` ?':i liy:, G Lot' Subdivision.- ; : , Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: I ; a. Existing use and occupancy Q 4D � b. Intended use and occupancy � ` ' ��o�.eT.0 S1 3. Nature of work(check which applicable):::New Building Addition Alteration Repair Removal Demolition Other Work ' (Description) 4. Estimated Cost Fee (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. 7. Dimensions of existing structures, if any:'Front- Rear Depth Height Number-of Stories / Dimensions;of same structure with alterations or additions: Front i Rear Depth "` / Height. / = =' -,.-"Number of Stogies 8. Dimensions of entire new,construction:Front" Rear 1F)3 .� eon- ` �-�- _ Height `L-S� Number of Stories i 9. Size of lot:Front-- 00Rear 1y Depth 7 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ``r - 12.Does proposed construction violate any zoning,law,.ordinance or regulation?-YES NOS. 13. Will lot be re-graded?YES NO Will excess-fill be removed from premises?YES NO . 14.Names of Owner ofpremises(ZO 'a; Address Phone-No. Name of Architect Ayi4ic6!- � Q( i �-c;�''j Address '" Phone No '1 h �-CZ r 741 Name of-Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a fresliwater wetland? *YES?q NO' * IF YES,-SW THOLD TOWN TRUSTEES&D.E.U.PERMITS MAYBE REQUIRED., b. Is this'property.within,300 feet of a tidal wetland?.* YES+ NO * IF YES,.D.E.C.PERMITS MAY BE REQUIRED..., :r f 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 w_ ith.respect to this property? * YES NO,,-e * IF YES,PROVIDE A COPY.' STATE OF NEWYORK) SS: COUNTY OF (1C. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above'named, I , (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-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 forth in the application filed therewith.- Sworn to before me this ` 3Yd day of [JAI l 20PL- Ir ri T McBri Notary Public..• N-m'AiFTPOLIC,srAMOFnWYORK Signature.of Applicant Reigistradon No.01MC6368447 - " Qualified in Suffolk County Commission Expires December 11,2021 ;• i.- -;y` r' , gip'j r'�„ ��...�Vhj;., :- ��r P.•. - ;��- - y ,. �� /3�7,1'.UJSII:SX�k'N2'^'�.bF.V1griZFu, � v -.. at '�': �i-�'. � rv�� -•}_ - W, _ BOARD'OF SOUTHOLD TOWN TRUSTEES � _• SOUTHOLD,NEWYORK PERMIT NO.-9307&9307C DATE. SEPTEMBER 19,2018 ISSUED TO: ROSINSON:ELIODROMYTIS 'r PROPERTY ADDRESS: 600 LEETON DRIVE.SOUTHOLD SCTM#1000-59-1-7 - r., AUTHORIZATION ;•: Pursuant to-the provisions:of Chapter 275 and/or Chapter 111 of the Town Code of thelown of Southold and in accordance with the Resolution of the'Board of Trustees adopted at the meeting held on t i September 19,2018 and in consideration ofapplication fee in the sum of$500.00 paid by Robinson Eliodromytis_and subject to the Terms and Conditions as stated in'the Resolution,the S,outbold Town Board of Trustees authonzes and permits the following: }; • Wetland Permi(to construct a new 2 story frame house on'a pile '• _ a ry p foundation with deck and pool,together with the associated public water service connection,,sewage disposal system,rock revetment,rock armour,beach sand fill, nein native plants,sfone.driveway,timber steps 8c walk,new wood chip pedestrian beach access,And.landscaping. "~ _ The first floor area of-the house will include 850 sf of living;storage&mechanical space.The second floor will ' t include-1,106 sf of living space.The deck and pool will occupy 640 sE The sanitary.system will occupy approximately L ' 450-sf. Approximately 432 cy of material will be.excavated over an a_rea.of 1,978 sf to i'acilitate the placement of 230 - cy of rock revetment.over an area of 608 sf and the placement of 89 cy of rock armour over an area of 357 sf to u support the existing concrete-seawall. Approximately 199 cy of sand backfill over an area.of 972 sf will.be:placed over the-rock revetment to the finished grades shown on the pian. Approximately 233•cy of sand fill over an area of 1,254 sf will be placed from the top of the rock revetment to the 5.50 contour. New native plants will be placed for 'h < visual screening.The excavation and fill volumes•are intended to be balanced-and no eacess material will leave the, site.The pervious driveway-will consist.of 13 cy of crushed stone over an area of 723 sf.The purpose of the project is M to construct a-single family.residenee onan existing vacant lot with pre-existing.seawall;and as depicted on the f survey prepared by Young.&Young,,Land Surveyors dated September 5,2018,and stamped approved on September 19;2018. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, s- and these presents to be subscnbed by a majority of the said Board.as of this date. as i .P%••r „��:'.saSrlfzsr;G'u3L1„vhuun'Sa`LnmWm¢S6s$rlLiaoam�Steamm: ,aa3P.Giad.,:fi.,r,...x-:•ara..�.��-�rsas.�.w=�si.:xt,:�,..,.•--._.�+�- e.�.;�w �,uLdst.'!a„�.^o3cu�w�a�7 r` -}. - .s••.�. r�,�,``• '�:,i•�,5, ,,'l�' '•3S:v 'L•� - r,,!1,..;}�!•:,. ••F - ',y.: .2��`°"��•I J ..., ��ll.r V s�. ,,,� ., �-` :4 ala �•'••.•- ,, �•,•. - Glenn Goldsmith,President �Q�+�f �f j Town Hall Annex Michael J.Domino,Vice-President �Q� �� 54375 Route 25 z P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski Telephone (631) 765-1892 Greg Williams �� Fax(631)765-6641 COM-_ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1756C Date: September 16,2020 THIS CERTIFIES that the construction of a new 2 story frame house on a pile foundation with deck. and pool together with the associated public water service connection sewage disposal system rock revetment-rock armour,beach sand fill new native plants stone driveway timber steps&walk new wood chip_pedestrian beach access and_landscaping;.consisting of a first floor area of 922sq.ft.that includes living storage&mechanical space in lieu of the ori `nally pro op sed 850sq ft first floor.area that includes living storap-e&mechanical space- construct a 1 138so ft second floor for living space in.lieu of the ori ig nally proposed 1 106sq ft second floor for livingspace• construct 570sq.ft. of seaward side deck which includes a 10'x20' pool in lieu of the original y-proposed 640sq.ft. seaward side deck and 0o ; install 48sq ft of a prof osed seaward side 3 5'x8' (28sy ft ilatform with 3.5'x5.8' (20sg.ft,).stairs:to. ground; and from the dwelling'to driveway construct a 3 5'x8 7'°:(30sq.ft.).timber platform to a 3.5'x15.1' 153sdM')timber stairway to ground;the sanitaN•system will occupy approximately`450 sf. t: Approximately 432 cy of material.-will be excavated over an area of 1,978 sf to facilitate the placement of 230 cy of rock revetment over an area of 608 sf and the placement of 89 cy of rock armour over an area of 357 sf to support the existing concrete seawall Approximately 199.cy,of sand backfill over an area of 972 sf will be placed over the rock revetment to the finished grades shown on the plan. Approximately, 233 cv,of sand fill over an area of I 254 sf will be placed from the top of the rock revetment to the 5.50 contour. New native plants will be placed for visual screenini;. The excavation and fill volumes are intended to be balanced and no excess material will leave the-site The pervious driveway will consist of 13 cv of crushed stone over an area of 723 sf The'p!dose of the broject is to construct a single family residence on an existing-vacant lot with pre-existing seawall the as-built 4'x4' outdoor shower and split i rail fence approximately 96' lona.x 32 inches in height which runs along the eastern boundary line of the property, i d At 600 Leeton Drive.Southold 3 F i = Suffolk County Tax Map#1000-59-1-7 i Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 26,2018 pursuant to which Trustees Wetland Permit#9307 Dated September. 19.2018 and Coastal Erosion Permit#9307C Dated September 19,2018,was issued and Amended on February 13,2019,and Amended again on.September 16,2020 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 for the construction of a new 2 story frame house on a pile foundation with deck and pool top-ether with the associated public water service connection Glenn Goldsmith,President r�Q�SO fly, Town Hall Annex Michael J.Domino,Vice-President �y ®� ®,�� 54375 Route 25 t}' � P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams Fax(631)765-6641 , ' Pon,+� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 18, 2020 Tom Wolpert Young &Young 400 Ostrander Avenue Riverhead,'NY 11901 RE: ROBINSON ELIODROMYTIS 600 LEETON DRIVE, SOUTHOLD SCTM#: 1000-69-1-7 Dear Mr.Wolpert: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 16, 2020: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9307 and Coastal Erosion Permit#9307C for the as-built 4'x4' outdoor shower and split rail fence approximately 96' long x 32 inches in height which runs along the eastern boundary line of the property; and as depicted on the survey prepared by Howard W. Young, Land Surveyor, last dated May 20, 2020, and stamped approved on September 16, 2020. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees sewage disposal system rock revetment rock armour,beach sand fill new native plants.stone driveway;timber steps&walk new wood chi pedestrian beach access.and landscaping;consistingof a first floor area of 922sq ft that includes living storaje&mechanical space in lieuof the originally .Oroposed 850ftft first floor area that includes living,storage&mechanical space:construct a 1 138sg.ft. .second floor for living space in lieu of the oristinally,Moposed 1 106sq ft second floor for livinQ.SpaCe; construct 570sq ft of seaward side deck which includes a 10'x20' pool in lieu of the oriainally.prop osed 640s .ft. seaward side deck and-pool,install 48s .ft.of a proposed seaward side 3.5x8' s .ft. :; &tform with 3 5'x5 8''C20sg ft)-stairs to ground- and from the dwelling to driveway construct a 3 5'x8 7' (30sq ft)timber platform to a 3 5'x15 1' (53sq ft)timber stairway to gyround;the sanitary. system will occupy. , 450 sf. Appioximatel y-432 cy of material will be excavated over an area of 1,078 sf to facilitate the placement of 230 cy,of rock revetment over an area of 608 sf and the placement of 89 cy.of rock armour over an area of 357 sf to support the existine concrete seawall. Approximately 199 c of sand backfill over an area of 972 sf will be.placed over the rock revetment to the finished 1►rades shown on the plan Approximately 233 cy.of sand fill over an area of 1-254 sfwill.be :placed from the toil of the rock revetment to the 5.50 contour. New native plants will be placed for visual: screening-The excavation and-fill volumes are intended to be balanced and no excess material will leave the site The pervious driveway.will consist of 13 c�of crushed stone over an area of 723 sf.The purpose of the project is to construct a single family_residence on an existing vacant lot with pre-existing,seawall the as built 4'x4' outdoor shower and split rail fence approximately 96' long,x 32 inches in height which runs along the eastern boundar�line of the property The certificate is issued to Robinson Eliodromytis owner of the aforesaid property. Authorized Signature I 4 r , 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.ny.gov PERMIT MODIFICATION Rob Eliodromytis March 20, 2019 21-24 75th Street Astoria Heights, NY. 11370 Re: Permit# 1.-4738-04498/00001 Dear Permittee, The Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance-with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modification will not substantially change the scope of the permitted actions or the' existing permit conditions. Therefore, the permit is hereby modified to add a.beach access path, as shown on the plans prepared by Howard W. Young, (7 sheets) last revised 12/5/18 and stamped NYSDEC approved on 3/20/19, subject to the following additional Natural Resource Conditions. 24. Clearing For.Path The ground area cleared for construction of a path is limited to a maximum of six feet. The path itself is limited to a maximum width of four feet. 25. Cover Material For Footpath Cover material used for the footpath is limited to stone, gravel, sand or natural wood/bark chips. No cover material may be placed on the path along the east side of the revetment or seaward of the revetment. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Si a ely, usan Ackerman Permit Administrator cc: Young &-Young (� MHP File NEWYORK Departmerltof STATEOF ovromuNrtr Environmental Conservation ` NEW YORK STATE DEPARTMENF ENVIRONMENTAL CONSERVATIOn Facility DEC ID 1-4738-04498 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ROB ELIODROMYTIS ELIODROMYTIS PROPERTY 21-24 75TH ST 600 LEETON DRISCTM 1000-5941-7 . ASTORIA HEIGHTS,NY 11370 SOUTHOLD,NY 11971 Facility Application Contact: YOUNG&YOUNG 400 OSTRANDER AVE RIVERHEAD,NY 11901 (631) 727-2303 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E:.713.675 NYTM-N: 4549.701 Latitude: 41'04'13.8" Longitude: 72°27'24.2" Project Location: 600 Leeton Drive - Watercourse-Long Island Sound Authorized Activity: Repair existing concrete seawall, excavate sand, install armor stone seaward of the seawall, install rock revetment,place sand landward of seawall and revetment as backfill and install plantings. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 3/19/18. (CKW) Note: The portion of the property landward of the pre-existing seawall on the west side of the property and landward of the 9'elevation contour NAVD (equal to the 10' elevation contour NGVD) on the eastern side of the property is beyond Tidal Wetlands Act(Article 25)jurisdiction. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04498/00001 New Permit Effective Date: 3/19/2018 Expiration Date: 3/18/2023 Excavation &Fill in Navigable Waters -Under Article 15,Title 5 Permit ID 1-4738-04498/00002 New Permit Effective Date: 3/19/2018 Expiration Date: 3/18/2023 Water Quality Certification -Under Section 401 - Clean Water Act Permit ID 1-4738-04498/00003 New Permit Effective Date: 3/19/2018 Expiration Date: 3/18/2023 Page 1 of 7 NEW YORK STATE DEPARTMEN T ENVIRONMENTAL CONSERVATIOI\ Facility DEC ID 1-4738-04498 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with.the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:ROGER EVANS, Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, Y 117 -3409 Authorized Signature: Date 3 / 9 /2 U>b Distribution List YOUNG&YOUNG Marine Habitat Protection CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; EXCAVATION & FILL IN NAVIGABLE WATERS; WATER QUALITY CERTIFICATION 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 7 ,NEW YORK STATE DEPARTMENT .+ENVIRONMENTAL CONSERVATIONt U Facility DEC ID 1-4738-04498 3. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 4. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 5. Prohibition Period for Nesting Birds To protect nesting shorebirds, including threatened and/or endangered species,no regulated activities may occur between April 1 and August 31, inclusive, of any calendar year. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 7. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 8. Backfilling All peripheral berms, cofferdams,rock revetments, seawalls, gabions,bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. 9. No Equipment below Apparent High Water Equipment operation below(seaward) apparent high water is strictly prohibited. 10. Revetment Rock revetment shall consist of natural capstone and corestone as per plans dated 2/5/18 by Young&Young, and the toe shall be installed a minimum of 2 feet below apparent low water or 3 feet below mean sea level, and all shall be underlain with filter cloth. 11. Grade and Stabilize Slope of Tidal Wetland The existing bank shall be graded and shaped to receive the revetment or other shoreline stabilization structure so that the final toe of slope extends no further seaward or closer to the tidal wetlands than the existing toe of slope. 12. Excavation for Bulkhead/Structure Prior to construction of rock revetment all backfill shall be excavated landward of the structure and retained so as not to enter the waterway,tidal wetland-or protected buffer area. 13. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes first. 14. Install,.Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing; etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to"be maintained in good and functional condition until thick vegetative cover is established. Page 3 of 7 'NEW YORK STATE DEPARTMENT . `'ENVIRONMENTAL CONSERVATION 1 Facility DEC ID 1-4738-04498 15. No Side-casting or Temporary Storage Excavated sediment shall be placed directly into the approved disposal/dewatering site or conveyance vehicle. No side-casting(double dipping) or temporary storage of dredged material is authorized. 16. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable .proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters .SUNY @ Stony Br6okJ50 Circle Rd Stony Brook,NY 11790 -3409 Attn: Compliance 17. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized.. 18. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 19. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State; or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of.this permit,the structure,fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State,.and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 20. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 21. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 4 of 7 NEW YORK STATE DEPARTMENT ,F ENVIRONMENTAL CONSERVATION 1 Facility DEC ID 1-4738-04498 22. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Howard W. Young, dated 2/5/18, stamped NYSDEC approved on 3/19/18. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS 1. Water Quality Certification The authorized project, as conditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306, and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations, standards, and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). The authorized project, as conditioned,will also comply with applicable New York State water quality standards, including but not limited to effluent limitations,best usages and thermal discharge criteria, as applicable, as set forth in 6 NYCRR Parts 701, 702, 703, and 704. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to thepermit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 5 of 7 NEW YORK STATE DEPARTMENN ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04498 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony,Brook150 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Excavation&Fill in Navigable Waters, Tidal Wetlands, Water Quality Certification. 5. Permit Modifications, Suspensions and-Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e.- noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 6 of 7 A •NEW YORK STATE DEPARTMENT ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04498 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or-damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any.citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The'permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Rob Eliodromytis A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Company NAIC Number: 600 Leeton Drive city State ZIP Code Southold New York 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) SCTM No.:1000-59-1-7 A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat.N 41 dg 4'14" Long.W072 dg 27'24" Horizontal Datum: ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 973 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in d) Engineered flood openings? ❑Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION, B1. NFIP Community Name&Community Number B2. County Name B3. State Town of Southold 1360813 Suffolk New York B4.Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8.Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO,use Base Revised Date Flood Depth) 36103CO154 H 09/25/2009 09/25/2009 VE 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 600 Leeton Drive City State ZIP Code Company NAIC Number Southold New York 11971 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings` ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,ARIA,ARAE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace, or enclosure floor) 8.3 ❑x feet ❑ meters b) Top of the next higher floor 16 3 0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) 13.. X feet ❑meters d) Attached garage(top of slab) NSA.. ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 1613 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 8.3 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 10. 0 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 8.3 ❑x feet ❑ meters structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. !understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑x No ❑Check here if attachments. Certifier's Name License Number Howard W.Young 45893 �0 ),v� Title Land Surveyor Company Name Young&Young Address 400 Ostrander Avenue -,1 v 8 a 3 �4✓. City State ZIP Code Riverhead New York 11901 Signature �J _ Date Telephone 06/07/2019 (631)727-2303 Copy all pages of this Elevation Certificatekjd all attacUnents for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) C2e.hot water heater FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 600 Leeton Drive City State ZIP Code Company NAIC Number Southold New York 11971 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A,B,and C. For Items E1—E4,use natural grade, if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 600 Leeton Drive City State ZIP Code Company NAIC Number Southold New York 11971 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items 138-1310.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 132 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date:November 30,2018 IMPORTANT: In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 600 Leeton Drive City State ZIP Code Company NAIL Number Southold New York 11971 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and"Rear View'; and,if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section AS.If submitting more photographs than will fit on this page,use the Continuation Page. Photo One Photo One Photo One Caption Photo Two Photo Two Photo Two Caption FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 a BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 600 Leeton Drive City State ZIP Code 'Company NAIC Number Southold New York 11971 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. Photo One Photo One Photo One Caption Photo Two Photo Two Photo Two Caption FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 O YOUNG &YOUNG Telephone(631)727-2303 400 Ostrander Avenue Facsimile(637) 727-om Riverhead,Nezry York 1T90T admin@youngengineering.com HOWARD W. YOUNG,Land Surueyor THOMAS C.WOLPERT,Professional Engineer DOUGLAS ADAMS Professional Engineer ROBERT C.TAST,Architect ROBERT STROMSKI,Architect June 5,2019 ATTN:Kathryn M.Fedun Suffolk County Water Authority 4060 Sunrise Highway REC VEb Oakdale,New York 11769 RE: LEONEL GUDIEI, JUN - 6 2 i. At Flanders,Town of Southampton '! (13-0147) DEPUTY C'. O SCTM No.900-142-3-14 Dear Ms.Fedun: Kindly advisc us if public water is available and presently serves the following adjacent property: Public Water Connected to SCTM# House# Street,City Available? Public Water? ._. _._ _..._ . u••....._...._. (YIN) (Y/N) 900-142-3-15 55 Cypress Avenue _.._....•.... .,,__.�,.�_ Flanders,NY �- 0 Kindly return this information via fax or e-mail to our office. Thank you for your assistance in this matter. Very truly yours, 'e. 4v TCW/dc Thomas C. Wolpert,P.E. Plenning Et,� ,cr ring Land Surveying r APPLICATION a • PAGE- lot 4 -` TOWN OF SOUTHOLD FLOODPLAIN DE%'ELOPMEIVT PERMIT APPLICATION This form is to be filled out in duplicate- MAY 2 3 2019 �EC"IQN I GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. ". � i'r'.7.�.�1^ 2 The permit may be revoked if any false statements are made herein. TOWN OF SOU70:Q ;:Q;:%. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfsll local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance 8. I,THE APPLICANT.CERTIFY THAT ALL STATEMENTS HEREIN AND W ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE T OF M 701*VLEDGE,TRUE AND ACC RA . (APPLICANT'S Sk*ATURE) DATE � SEC-no N Z PROPOSED D LOPMENT lTo be comoletcd by APPLICAI`'T1 �r�, � 's, ® (� . / I NAME 1 ADDRESS TELEP ONE APPLICANT�v BUILDER c.l �u�1.�o(Jrn ENGINEER Ljl lD 21 PROTECT LOCATION: • To avoid delay in processing the application, please provide caouith information to easily identify the project location. Provide the sweet address. lot number or legal description (attach) and, outside urban areas. the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. C-Till ` 1000 45- - ---------- FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Cbeck all applicable boxes)_ A. STRUCTURAL DEVELOPMENT ACTIVITY, TR JCTUR TYPE $New Structure Residential (1-4 Family) ❑ Addition O Residential (More than 4 Family) C1 Alteration ❑ Non-residential (Floodproofing? 11 Yes)- ❑Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolitioo 0 Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Ycs} ESTIMATED COST OF PROJECT S D, OTHER DEVELOPMENT AC71VITIES- ❑ Fill ❑ Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) Q Watercourse Alteration (Including Dredging and Channel Modifications) Drainage Improvements.(Including Culvert Work) 0 Road, Street or BA8ge Construction ❑Subdivision (New or Expansion) )( Individual Water or'S r System AZA- wJT5 ❑ Other (Please Spec7y)` After completing SECTION 2,APPLICANX should submit form to Local Administrator for review. E I N 3: F P DETERMINATI N M te cc 1 let d by LO AL ADhiINI R,4TOR The proposed development is located on FIRM Panel Na: Dated The Proposed Development: ©Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVEWPMENT PERMIT lS REQUIRED)' • O Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable O The proposed development is located in a floodway. FBFM Panel No. Dated ❑ Sec Section 4 for additional instructions. SIGNED DATE APPLICATION PAGE 3OF4 ' SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR) The applicant must.submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, loi dimensions and proposed development. ❑Development plans,drawn,to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor,details of floodproofing of utilities located below the fust floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alteratibtis. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Flood roofing protection level (non-residential only)' Ft.'NGVD (MSL). For Flood oofed structures, applicant must attach certification from registered engineer or architect. ❑Certiticatio from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting�rhis finding must also be submitted_ ❑ Other: SECTION-5: PERMIT DETERMINATION lTa be completed by LOCAL ADMINIS'TRATORI I have determined that the proposed activity:-A.❑ Is B.❑ Is not is conformance with provisions of Local Law # . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX a is chegl cd, the Local Administrator may issue a Development Permit upon payment of designated fee. Zf BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of. Appeals. APPLICATION 4v PAGE a OF a APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? 0 Yes ❑ No Conditions SEC110N G• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered profcssioual engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. L Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Buil() Elevation of floodproofng protection is Fr. NGVD (MSL)" NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7- COMPLIANCE ACTION (To be completed by FOCAL ADMINISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on-inspectioa of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES D NO DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCEM be completed by LOCAL ADMINISTRATO I Certificate of Compliance issued: DATE: BY: Attachment B t SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMESPECIAL FLOOD IN A SPECIAFLOOD HAZARD AREA E (OWNR MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑EXI$TING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED. WITH THE REQUIREMENTS OF LOCAL LAW # , 19-,-AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC(93) 1 RCHITECTURE Operating Business Address:15400 Main Road.Mattituck,NY 11952 Brooklyn Office:254 360'Street,Building C 256-257.Brooklyn,NY 11232 LLC Mattituck Office:15400 Main Road.Mattituck,NY 11952 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 29 May, 2019 Eliodromytis Pool Buoyancy Calculations Please see the following calculations detailing the resistance to buoyancy forces of the proposed pool structure at 600 Leeton Drive, Southold,N.Y. Note that these calculations have been made assuming a"worst-case" scenario where the water level has reached exactly the height of the pool and the pool is empty. 7salt water 64 1 Ibs/ft3 Density of salt water Vtimber pile 0.72 ft3 Volume of water(above grade)displaced by a single timber pile number piles 10 Number of submerged timber piles Vbeam 3.58 ft3 Volume of water displaced by a single beam supporting the pool slab nbeams 3 Number of submerged beams supporting the pool slab Volume of water displaced by pool slab(assuming 6.5"thick throughout, Vpool slab 113.98 ft3 though actually less due to corrugated steel decking) Vpool 936 ft3 Volume of water displaced by empty pool Fbuoy.all 68.35 kips Buoyancy force acting on entire pool structure Buoyance force acting on concrete slab connection Fb"oy,siab+pool 67.20 kips (note that concrete slab is the bottom of pool) Ypiles 33 Ibs/ft3 Assumed density of timber piles ybeams 33 lbs/ft3 Assumed density of beams 66.5 Ibs/ft2 Assumed weight per area of composite concrete deck as per Verco Steel yslab Floor Decks Manual Wpiles 0.24 kips Combined weight of timber piles resisting buoyancy forces Wbeams 0.35 kips Combined weight of beams resisting buoyancy forces Wslab 13.99. kips Weight of slab resisting buoyancy forces Assuming weight of empty pool shall be of negligible assistance to resisting Wpool 0 kips buoyancyforces MAY 3 1 2019 TOWN OF .a 4RCHITECTUk Operating Business Address:15400 Main Road.Matiltuck,NY 11952 Brooklyn Office:254 360,Street,Building C 256-257.Brooklyn,NY 11232 LC Mattituck Office:15400 Main Road.Mattituck,NY 11952 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 7.60 kips Uplift resistance of a single timber pile(fully saturated soil conditions),as Ruplift,plle determined by the Effective Stress Method Ruplift,hold-down 3.075 kips Uplift resistance of Simpson HDU2-SDS2.5 hold-down 18 Number of hold-downs connecting pool structure(note that hold-down nhold-downs resistance per pile is limited by Ruplift,pile) Ruplift,all 90.61 kips Combination of pile uplift resistance and weight of piles+beams+pool slab Ruplift,all>Fbuoy,all--->acceptable Ruplfft,slab+pool 69.34 kips Combination of hold-down uplift resistance and weight of pool slab Ruplift,slab+pool>Fbuoy slab+pool -->acceptable �®R Pad Anthony Portillo,RA. o President&CEO,Leed Architect �k 037410 yO� .OF N�� IWMRM"W raw tul= r 2 TI:7 i '37 VIM10 AMMON 74 F gi W ELMORWAYCIS 7-- UY Roman Stone Systems, LLC i3} (s tw 5i Smith 411,t.Bay Short.NY 1 F06 i 631.66-0166(I HOMEOWNER °`'� t J litrli•.n-mLlnvr(sitC��'ctri)S�.chr"5 SERVICE if)te�Ilf(?In:iT)<(C12}CSFSit1]1C CONTRACT :$ubscriber'Infortnation System Information Date:'I=€_(10j,3 `RS,S Qnote#:t;tgtjl_e a+ttlir-:t�i(e Installation Date: l 1,`1°�;.% 019 Name:Robin..x n' 11ho lt,t.+nifii; System Model:8`.:,�,t"ai't.Z;+SI;tI ttlur N 6(10 GP Streeii,f)t:p)I_rcrc:22 Ii€i)c. Installation'Site:ti o l.ecton I ilve City%:otltl old Zi !I't i Ci >+>t:tl.cld P= �':.� State. Zip: NY Email.Icialis at I�rK, il: .rs is �i issil. r Pn Phone:.91`440-,.+14 EAy megf in 6rm ioa Bi11in�;Frecjueric�*:$-1t!ti annualfy:begiriinirig?tP�3 -Terms: 3 i c.,irs Additional Iuformation Effective Date: 1_;`?1icr2f).to 1.f' Engirieet:' d',Ci6P.Ii .yrYil i!'i a12AS; E; Tom��e')li?t`2 t .1~irsr(w)years of semi-annual setvyce 3t!?il thriitigh }'?_3 Address: €5'i1'rt"1 tr ts�riez. a°, Rjs crltc 1. ti°a"I l°'lt el are incltided:Into.tine initial systerii pu'rcliase'price with' Phone,#:( 1-???-?3=,t3 service provilded by Roman,Stone;Sj_sterns,LIJQ Client Eimail: �clasatsz,3>x°(.,P rt e,s.ir7reriP>y c(,I ; (Rt,baP�sctri I:?Ii<.dx�m tis)pa}s �tf in itially liegit;ningin: year(20 3)ti hick rill cover frori�.'tJ _a. Nnw,tliere—re,lin cd isiiieration;of:tlie terms,,provision,covenants And)conditions contained herein,the-patties hefeta agree,as-follows: 1.0 Mdntenace;TaSks.Inchided In.Contract: 1:1.Cbrifrcii Ranef: • dieck•Pithip 0pd&ione.(atitosiiatic+niiinual) Check and.Record Puinp:Run Voltages • Cluck incl record timer semings •. Check corieetop&rad6n of all'andible.ind vistial alarms s Retain all 6611ti6ds tt)autonmtic&sildtclr circuit brealus to 7:2.Septic Tank • Record liquid level,scum stud sludge nietisuremems in the tank • Recom.triend pumping-,when solid accumulation= 50°U • Listen for.leaks(flow into Tank when all known sources are off;Y) • Inspect.tank for structural damage • Check vnter tightness of caul;and risers 1.3 Pumping System (Hydro-Kinetic Only) • Check junction box for Nv:iter tightness • "'erify flix'it operation • Remove and clean floats • Removc pump and filter sand cicm,nate excessive biotnat grovah • Remove and clean purnp Fault as needed • %eturn even thing back to uri&.il position and neith.wrap cords 1.4 Treatment Unit for Singulair system • h)spect for pc)nding and odors • Clic'ck ac nnor CFM cleats&re-install • Iiirpect intake rent on aerator • Mush Bib-kinetic filter&re-install • Return to c�riginotl l7()sett()n 1.5 Miscellaneous • Report overall operation and condition of the system to hol wiwiler. 1.6 Drainfield(Bottomless or Shallow-Marr6w)' • Inspect for odor and ponding • �Nkasure distal head pressure. • l"lusli,snake,and clean laterals 2 0 Terms of Aereernent -I11is agreement shall be for the period.of(3)Tceirs;fx9rn 2«20 to 2023,unless othertai e terminared or canceled br cirber parte as provided herein.. .3.0 Charges 'Illese maintenance tasks will be perfortliW for:the fee of.$40(j.00,per annum.This contract is rcnett=ablt at the ei)d'of the: orc-ycar contract period. .5.1 'ill chanTs shall be due and payable uithinAiirtr(30)clays of the date of the invoke. 4.0 Terminations and Cancellatioti 4.1 This agreerncnt mat•be rcnliinated of cancelled-in the folly)wIng ctrCutllstnneew; 4A.] Upon written notice by one.parM effective as of the effective date thereof if the other laarnt is in default of any provision of this a rcelnent and such default isnot cured by the defaulting parr--aritlun fifteen(15)days after the effective date of paid no £vin the nen-defatiltirig party. 4.1.2 L-pon failure of the custotlier to make any required fee payment per the conditions in Hits agreement. 5.0 Miscellaneous Provisions 5A 'llns agreen)rnt is personal in nature and may not be delegated.assigned or transtertc•d b4-eirlicr paean-k-uthom the prior wntten consent of the other party. 5.2 Tllji:agrec•e)lent tctn)inates and superseded all niher agrc:roirnr l ctwern tl)e harries:incl constitutes the entire: ue)dcr.randinn beta eco tltetn. '1'!us arcement catmnt be rhan�etl,modified,c,r�•aried except b.'u:-irtcu in;trnineila dell\ tXrcuted b\ Both Porth',,eNeept that the sei\•ice prcjvider trial,increase chars?es for services�\ithout execution of a written Instrument as providcd in section 3.2 above Wer :2 r 1'3 3_3 If this agreemenr is trnnin: authorities, ttckl or if niStorner.tai SIO.rene�v this eo:itraet;the service provider Must notif-rcgujaron• 5.4 The lsays of the Staw-of New York shall-ov ern-.tl is Agrtmetpent: S.5 It anlv suitor adtiOn is-hlca 1W anv:p:»i'i<,cnticirec:tl4is;>nrcaicat or otherwisewiih respecuto•the subjecr.matt sr,<f. chis:qqn-imr,the'prevaillhi-pa>rr.sl iili airnrnep fees incurxed in a.-prep ratieln or in prosecution,or defense;of,such sitit:>r action-as fi4ed;bti the trial court;and if'env appeal ir:cikerifrom.nc&decisi)n of the trial court, sfix�d ;ti e'sppclLirr:court. Agreement: �-- I. T*,)scmicecalls per jcar.fur:lil;uii sand:ecliiyitnent"iu:unrcn:tnce,. 2 Trouble e ell resransc'within,3 lsusiness:clava 3. Custrnner,p4ys for parts: 4. 'Shipping cluttges apph-t9,all.45tcq cxchapggs: 5. liis contnadials°tint ctrser;c Eilucnt: atttpliizg �r.:tcyuirecl putinpir3g: 6. .Access to all:ainks;risersand,;ptncic mast:bcYmriinnii»cd Plcasc;keep,trec;brariclics bushes;plants and laadseaping ntatcri:tl's titrttnexl„rack.- (A seivkc..call charge is-a eacli visic•ta fhe siteeif v u;do notliavea corttz•mc ) The uticlersigueii sigzees to the terms.;of.*s;oontract,<esid:understands the tnainten_;u�cc;that is.required_:otx,ties s;stem. Homeowner bate t, d JR16 d ;.nt? Febru;tnv4.2020 Service Provider Date Page:3 of 3 o��S�ff01�'c�G BUILDING DEPARTMENT-Electrical Inspector c� yam , TOWN OF.SOUTHOLD o _ Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 yfj� ao Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # LL2 Date I o 2019 Customer Name d - �e,M -r-� S Electrician Name �� 41tNAI Address oo r �, Phone b Z e-mail e-mail i 7- 0 0'/A Phone. License# S� 2-14ty Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid r 90 day om a a Authorized by S�FFpI� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 1 roger.riche rtC�town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED...BY: U .._ . L� -Date:-.1w. Company Name: Name: L License No.: email: ��nvi BSc-�¢.c7�`i�� Address: o ;Q. Co 7s,, SG ,v_L, ei v 8 G Phone No.: 4.31 JOB SITE INFORMATION: (All Information Required) Name: rho 1%0 #t 4i S Address: L t Cross Street: `S Q Phone No.: BIdg.Permit#: 37 W email: Tax Map District: 1000 Section: Block: f Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) e-J� '0o1q. LJ C-. Circle All That Apply: Is job ready for inspection?: NO Rough In Final Do you need a Temp Certificate?: L33 / NO Issued On Temp Information: (All information required) / V. Service Size 1 Ph 3 Ph Size:e A # Meters L Old Meter# • � Service Reconnected ��_ Overhead New Service - Flr Reconnect- Flood Reconnect- Se # Underground Laterals(l) 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION LHLP Request for Inspection FormAs FFQL BUILDING DEPARTMENT- Electrical Inspector TOWN;OF SO.UTHOLD • Town Hall Annex_ 54375 Main Road -FPO Box 1.179 Southold,.New York 11971-0959 Telephorie •(631) 65-1802,- FAX,(631):765-9502 : `roder.rich ertCa)-t6wn`southo'Id,ny..us` APPLICATION FOR ELECTRICAL INSPECTION -EQUESTED-BY:--y-m'`q r ompany Name: ,,,Xe Name: License No.: email: �vvw `�J. ,�S-e a.0 ;"'` Address: o V. 1�.8 t Phone No.: 5-S JOB SITE INFORMATION: (All Information Required) Name: �/�0•1�'0 �; S Address: G oc, c c c -b r r• �t-�- Cross Street: Phone No.: Bldg.Permit#: 3'� email: Tax Map District: 1000 Section: Block: f Lot: II BRIEF DESCRIPTION OF WORK (Please Print Clearly) J41e.-, ��5� G4,t, c � Circle All That Apply: . Is job ready for inspection?: (Y� NO Rough in. 'Final Do you need a Temp Certificate?: LY-E- 5 / NO Issued On Temp Information: (All information required) �. 1 Ph 3 Ph Size: d A. # Meters. Old Meter# Service Size New Service - Fir Reconnect- Flood Reconnect Service Reconnected.- Undergroun - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y, N Additional Information: PAYMENT DUE WITH APPLICATION 0)LHLP Request for Inspection Formals PERMIT# ( Add r ss: l ' Switches �� Outlets GFI's I I� Surfacee c 1 y Sconces . 1 H H's 1 Fans Fridge HW Exhaust Et Oven Smokes - DW P�' e �r Service 1 Carbon Micro Generator Combo l Cooktop Transfer AC �� AH_I Mini Special: Comments: f c A 6 w� ,n ��C�- an lin/1 � Scott A. Russell ,��°Su' '�� STO IAMIWA\' IE]k suPERvisoR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 Q Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJECT IWOLVE ANY OF THE FOLLOWING: 'i (CHECK ALL THAT APPLY)s Yes No ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. { i` ®0 B. Excavation or filling involving more than 200 cubic yards of material :+ :within any:parcel or any contiguous area. � 1 11 ®El C. Site preparation on slopes which exceed 10 feet vertical rise to E 1 f; 100 feet of:horizontal distance. ! ®® D. -Site preparation within 100 feet of wetlands, beach, bluff or coastal (t erosion hazard area. ®❑ E. Site .preparation within the one-hundred-year floodplain as depicted ii on FIRM Map of any watercourse. j; ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square ( . f feet or more, unless prior approval of a Stormwater Management 14 Control l- Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. N you answered NQ 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 wit�your Building Permit Application. - ------------ ---- ------ APPLICANT: (Property yOwner,Design Professional,Agent, _Contractor,Other-) S.C.T.M. 1000 . . Date District 1 22i NAMEtl r ,.:1 i� Section 81ock Lot t - t (9-) !! ****FOR BUILDING DEPARTMENT USE ONLY n ***k is Contact Wonnatiort /� k [J 4._ 5 !' �. Reviewed By: ` Date 1 + j. Property Address/Location of Construction Work- j. = — — — — — _ — _ _ — _ (0 n0 Q40n D r t J I ® Approved for processing Building Permit. tormwater Management Control Plan Not Required. Stormwater Management_Control Plan is Required j j( Forward to Engineering Department for Review) ( FORM SMCP-TOS MAY 2014 APPLICANT: s.C.T.M. #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) ... • ••- ••• --�,— �Q ij' � ` - 1 ction —� Stormwa.ter Management Control Plan CHECK LIST NAME; +�C �c)r( ,-4�(_,N«. SeBlock Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. vi�..�pnm 41 Date: �' `� * The applicant must provide a Complete Explanation and/or Reason for not providing 31 �3�I.523$ ZZ (ol 'ol �''� all Information that has been Required by the following Checklist! 2::�I$I a Telepbon,N—ben. I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! sliow all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a• Location & Description of Property Boundaries b. Total Site Acreage. ± ' C. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). IJ A d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. EROSION f. Existing & Proposed Contours of the Site (Minimum 2'intervals) Shall g, Location of all existing & proposed structures, roads, rinstrjac;tippEnticanee driveways, sidewalks, drainage improvements &utilities. © Racked pation ' h, Spot Grades & Finish Floor Elevations for all existing &• ' proposed structures. I• Location of proposed Swimming Pool and discharge ring. \ d 1 — n r J. Location of proposed Soil Stockpile Area(s), M� k, Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). E)RAINAGEr ENSPHT119NS ARE REQUIRED M, Location of all proposed erosion&sediment control measures. 2• Stormwater Management Control Plan must include Calculations showingillutfl at - before that the stormwater Improvements are sized to capture,store,and infiltrate Backfill, OR Pmvide Engineer's Lertitication on-site the run-off from all impervious surfaces generated by a two(21 inch a has been installed to Code. rainfall/storm event, 3. Details&Sectional Drawings for stormwater practices are required for approval. A CA Items requiring details shall include but not be limited to: c - a• Erosion & Sediment Controls, b• Construction Entrance & Site Access. c. Inlet Drainage Structures (e•g.catch basins,trench drains,etc.) d, Leaching Structures (e.g. infiltration basins,swales,etc.) _. -.--•----_.._.___.....__.._.._____._____..._._._.___._..____...____...__.._.._._____._._._____._......._.._._...._...---- __..._....._...._.......-..........._..._...._........................... .......... . .. ... . F )R. ENGINL-*,EI G EPART ENT USE ONLY* * Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. I Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — s I Stormwater Management Control Plan is Complete. Date: / ` i SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 Town Hall Annex �+� Vol Telephone(631)7654802 54375 Main Road Fax(631)765-9502 P.0.Box 1179 coo Southold,NY 11971=0959 BUILDING DEPARTMENT NOTICE OF-.UTILIZATION OF TRUSS TYPE::CONSTRU.CTIOM PRE-ENGINEERED_ WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: °1 Owner: 14,05Q� sA Location of Property:- (0 OCA. _L,Q +n gDek De,, cS&il,�h o Id Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s)(check applicable line Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: 2 _ Name(person submitting this form): ._ Capacity(check applicable line): Owner Owner representative TrussRegl6.docx Effective 11U2015 Fidelity National Title MW INSURANCE SERVICES,LLC . TITLE NO: 7404-004482 District: 1000 Section: 059..00 Block: 01.00 Lot: 007.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned properly and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned _ property has been in single and separate ownership by Robinson Eliodromytis and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the parry to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand.Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Y Dated: May 2, 2019 FIDELITY NATIONAL IME INSURANCE SERVICES, LLC JEnVA Sworn to be 2nd d f May, 2019 COLLEEN K ZICK VA-6&_I ?_2FNotary Public,State Of NOwYorks No.01716375097 Notary Pu is Qualified in Suffolk County Commisalon Expires IVlay 14,2022 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 FIX , Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-004482 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-059.00-01.00-007.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-059.00-01.00-007.000 Lidico Corporation Dated: 01/04/1952 TO Rec'd: 01/09/1952 Joseph M. Uzmann and Emma M. Uzmann, his wife Liber: 3308 cp 316 (premises and more) Joseph M. Uzmann Dated: 07/11/1961 TO Rec'd: 07/14/1961 Emma M. Uzmann Liber: 5016 cp 304 Emma M. Uzmarm Dated: 09/11/1964 TO Rec'd: 09/18/1964 Frances C. Uzmann Liber: 5616 cp 482 FIDELITY NATIONAL f4LE INSURANCE SERVICES, LLC Sworn to befo) JEDUVA 2nd day ay, 2019 COLLEEN K ZICK Notary Public,State of News{oris No.OIZ16375097 Notary u 1c Qualified in Suffolft County Commission Expir,r;; rb;_q 14,2®22 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Frances C. Uzmann Dated: 04/24/1969 TO Rec'd: 04/28/1969 Robert Casola Liber: 6541 cp 93 Robert F. Casola Dated: 11/10/1969 TO Rec'd: 11/25/1969 Thomas P. Boyle and Doris P. Boyle, his wife Liber: 6664 cp 384 Doris P. Boyle died on 08/09/1995. Thomas P. Boyle Dated: 09/12/2013 TO Rec'd: 09/24/2013 Karl Halligan Liber 12745 cp 799 Karl Halligan Dated: 06/24/2016 TO Rec'd: 07/08/2016 Robinson Eliodromytis Liber 12870 cp 561 LAST DEED OF RECORD PREMISES NORTH: 1000-054.00-04.00-part of 001.000 Lidico Corporation Dated: 01/04/1952 TO Rec'd: 01/09/1952 Joseph M. Uzmann and Emma M. Uzmann,his wife Liber: 3308 cp 316 (premises and more) FIDELITY NATIONAL LE INSURANCE SERVICES, LLC Sworn to e JE DU A 2nd of May, 2019 COLLEEN K ZICK Not (Votary Public,State of New fork No.01 215375097 Qualified)in cminty I Commission Expi ,:. : 14,2022 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 1 Fidelity National Title INSURANCE SERVICES,LLC Joseph M. Uzmann and Emma M. Uzmann, his wife Dated: 06/16/60 TO Rec'd: 06/20/1960 Anthony Bongioavanni Liber: 4827 cp 339 Anthony Bongiovanni Dated: 03/31/1966 TO Rec'd: 04/08/1966 Town of Southold Liber: 5938 cp 123 LAST DEED OF RECORD PREMISES SOUTH: 1000-059.00-01.00-006.000 Lidico Corporation Dated: 05/11/1951 TO Rec'd: 09/20/1951 Joseph M. Uzmann and Emma M. Uzmann, his wife Liber: 3266 cp 287 Emma M. Uzmann Dated: 07/11/1961 TO Rec'd: 07/17/1961 Joseph M. Uzmann Liber: 5016 cp 302 George W. Lipp, Jr. referee Dated: 10/04/1962 TO Rec'd: 12/11/1962 Philip A. Zuller Liber: 5277 cp 350 Philip A. Zuller Dated: 09/29/1965 TO Rec'd: 10/05/1965 Irene R. Meissnest Liber: 5835 cp 72 FIDELITY NATIONAL TI E INSURANCE SERVICES, LLC Sworn to be e this JEN VA 2nd d of May, 2019 COLLEEN K ZICK Notary Public,State of New►'fork Kot No.01216375097 Qualified in Surfoila County Commission Expires May 14,2022 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 s � Fidelity National Title INSURANCE SERVICES,LLC Irene R. Meissnest Dated: 12/27/1971 TO Rec'd: 01/07/1972 John S. Lockman and Virginia K. Lockman, his wife Liber: 7082 cp 442 John S. Lockman and Virginia K. Lockman,his wife Dated: 06/26/1980 TO Rec'd: 07/08/1980 Steven Bauman and Bonnie Bauman,his wife Liber: 8848 cp 89 Steven Bauman and Bonnie Bauman, his wife Dated: 03/12/1982 TO Rec'd: 03/17/1982 Zafar U.H. Ftirni MD and Khem P. Fatimi, his wife Liber: 9155 cp 537 LAST DEED OF RECORD PREMISES EAST: LEETON DRIVE PREMISES WEST: LONG ISLAND SOUND FIDELITY NATIONAL T INSURANCE, SERVICES, LLC Sworn toT,M115zy- JE D 2nd y of of is Er K ZICK ate of NeH►fork375097folk Countyres iUisy 14,2022 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 ARCHITECTURE Operating Business Address:15400 Main Road,Mattituck,NY 11952 Brooklyn Office:204 251'Street,Suite 203,Brooklyn,NY 11232 u� Mattituck Office:15400 Main Road,Mattituck,NY 11952 Office Phone:(516)214-0160 Anthony Portillo:(716)572-4741 June 12,2019 RE: Eliodromytis Residence 600 Leeton Dr Southold, NY 11971 Southold Building Department, F As per NYS& FEMA codes,the plans submitted for the proposed pool at 600 Leeton Drive; • Will not redirect water • Meets all floatation requirements • Is not a lower area obstruction • Is structurally independent • The pool meets all NYS and FEMA codes If you have any questions, please feel free to contact my office. M. Sin rely, 0 `� < AnthonyPortillo, RA (J�A77n r ; �IJ\Vi JUN 1 4 2019 i OWN OF SGUT'13 YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile(631)727-0144 Riverhead,New York 11901 admin@youngengineering.com i HOWARD W. YOUNG,Land Surveyor THOMAS C.WOLPERT,Professional Engineer DOUGLAS ADAMS,Pr*f ssionaI Engineer/Geologist ROBERT STROMSKI,Architect September 22, 2022 9 Mr. Rob Eliodrom tisUV 172-03 65" Street Fresh Meadows, New York 11365 SE? 1 9 2022 RE: ROB ELIODROMYTIS BUILDING DEPT- 600 Leeton Drive TOWN OF SOUTDOLD at Southold, T/O Southold, NY (16-0113) SCTM No.: 1000-59-01-7 HD Ref. No.: R10-18-0114 Dear Mr. Eliodromytis: Enclosed are two (2) prints of the Final Survey (Sheet 1 of 1) last dated December 15, 2021 bearing the SCDHS stamp of Approval of Constructed Works dated September 21, 2022, for your use. Very truly yours, Thomas C. Wolpert TCW/cw Encl. Planning Engineering Land Surveying SD YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead, New York 11901 admin@youngengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C. WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer/Geolo idst ROBERT STROMSKI,Architect September 22, 2022 Via U.S. Mail & Email connie.bunch@town.southold.ny.us Attn: Ms. Connie Bunch, Building Plans Examiner Town of Southold Building Department 54375 Main Road P.O. Box 1179 Southold, New York 11971 RE: ROB ELIODROMYTIS 600 Leeton Drive SEP 2 6 2022 <. at Southold, T/0 Southold; NY BUILDING (16-0113) SCTM No.: 1000-59-01-7 HD Ref. No.: R10-18-0114 Dear Ms. Bunch: Enclosed are two (2) prints of the Final Survey (Sheet 1 of 1) last dated December 15, 2021 bearing the SCDHS stamp of Approval of Constructed Works dated September 21, 2022, for your use. Very truly yours, Thomas C. Wolpert TCW/cw Encl. cc. Mr. Rob Eliodromytis + 2 prints via U.S. Mail & Email Planning Engineering Land Surveying AR6RECTURE Operating Business Address:15400 Main Road.Mattituck,NY 11952 Brooklyn Office:254 36th Street,Building C 256-257.Brooklyn,NY 11232 uc Mattituck Office:15400 Main Road.Mattituck,NY 11952 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 May 20,2019 RE:Robert Eliodromytis 600 Leeton Drive, . Southold NY, 11971 To Town of Southold Building Department: Per the plan examination,the new residence requires a code compliant sprinkler system to meet NFPA 13D.AMP Architecture will provide sprinkler drawings to the Town of Southold for the above residence. Also,the walls surrounding the ground floor of residence are break away walls. Feel free to contact our office with any questions. Sincerely,. D ARC C' Anthony Portillo,RA MAY 2 1 2019- X 03740 � TOWN OF SC9I1', CLsW .OF�� t LONG 15LAND 5OUND=1 \ 500.00' EGT Sp,p.Oo' . PROPERTY O Vi LEETON DRIVE w 0 Ld ALOTTED ROAD,STREET,HIGHWAY L L L L �a �a SUBJEOT FROPERTY SURROUND I NC GOND I TI ONS SCALE: NTS :.,,w, . .:. ..•':;, 9b LOT DESGRIP...TI DN AREA COVERAGE TQT?.[, LO T AREA .. 17,38`7 5. TOTAL- LOT AREA"- LANDWARD-OP 1,461 S.F. GHA PROPOSED'HOUSE INCLUDING 1,138.0 S.F. 15.390 " SECOND STORY OVERHANG PROPOSED REAR DECK W/ POOL 354.0 S.F. 4.1% TOTAL AREA OF ALL STRUCTURES 1482.0 S.F. 20.0% z `MAXIMUM COVERAGE ALLOWED = 2090 PROP05ED FRONT ENTRANCE 30 S.F. - ADDITIONAL COVERAGE ALLOWED o FOR FRONT ENTRANCE 0 w TAX MAP # 1000-501-01-07 IJ Ajy ZONING DISTRICT R-40 NON-GONFORMIN5 FEMA FLOOD ZONE VE EL. 13' WETLANDS DISTRICT YES PERMIT# 5507$g307G DEC DISTRIG`r YE5 1-477387-044018 "�� 3740-` J �' OF N� ,r" PROJV: EROSION &SEDIMENT CONTROLS ELIODROMYTIS Shall'include but not be limited to: RESIDENCE A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding ofexposed;and/or inactive soils. 600 LEETON DRIVE SOUTHOLD, N.Y. 11971 DRAWING TITLE: -' DRAINAGE INSPECTIONS ARE REQUIRED SITE LAYOUT NOTES: Contact TOS Engineering at 765-1560 before SITE PLAN; ZONING DATA I. TH15 15 AN ARCHITECTS 51TE PLAN 4 15 Backfill, OR Provide Engineer's Certification AREA MAP SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION thakthadrainage has.been installed to Code REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'5 BEST OF KNOWLEDGE. PAGE: 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED SEPTEMBER 01, \/� /� O O 2016 AND PREPARED BY: APPROVAL OF STOR WATER MANAGEMENT V V YOUNG 4 YOUNG, LAND SURVEYORS CO(�f 0 P - ow Code nz�_ 400 05TRANDER AVENUE Date: I DATE: 4/22/19 RIVERHEAD, N.Y. Ilaol Approved b 1 OF 2 TELEPHONE: (631) -727-2303 -- mr=,Ao(H I GH WATER MARK ` 10/06/16 544001'46"E 5.54' 741°36'21"F- - 5 _ '' N48° 9'q"E ° �3-I°I5'l8 E 24.4"f' dJ 740 41 17 E m --3 ,5,3 _ _- ., ... 11.85' 0 26.64 I ,n --- 8- EXISTING o \ ` CONCRETE o �........ SEAWALL PROPOSED ROCK REVETMENT �•_.„ �. .. t ,."-• WALL; SEE DRAWING ATTACHE; 4.6 o PRO\/I DED BY YOUNG 4 YOUNG � DEDICATED 1 � DRYWELL 10 ........._._.. _ 10.2 I PROP. 1 ... • 10.5' is.r 8.8 8 INC TEST #I PRO PROP. D K P. .E REPORT ' 45 ._� -'--_ POOL DRAINAGE: ',, POOL ELEV�16.1' I I 7,500 GAL. POOL - 53b DRQ ATTACHED) srr�l.ELEv. - 11.? LINE OR 2NDn.o STORAGE = 375 GAL.; PRO` ` I � �- - - - - 5TO- - - - 1 '. X 3' DRAIN POOL t I \ .L PROP05ED I Q �� WORK IS 7WARD OF THE ysa j .I GEHA LINE ,\ LEADER NOTE: --- ---- -\. I �. `. CONNECT ALL L-EADER5-GC- 8 1`' NEW 2 STORY ..�� '. GUTTERS TO NEAREST DRY FRAME HOUSE ON 1 J c PILE FOUNDATION ss I a.3 g PROPOSED FF. PRA I NAC E SYSTEM CALCUL ELEV. = 16.3' PROPOSED IMPERVIOUS 5Uf ZONE VE EL. 13 p BORING -E5T #2 14 (SEE SPORT 1,353 5c�•. Ft. X 0.17= 230.01 ATT GHED) I 230.01/42.2= 5.5 VERT. FT. I a.1 V DIA POOL REQ. 1---10.5' zea 10.0' PROVIDE (2) 8 DIA. X 5' 5" PROP. o � i PROPOSED'I/A\ ;` POOLS )fZYWELL ... - I < PROP. ONSITE , - FRONTA -r\ j� WASTEWATER ti I ,, HAY BPS I L AND CE ` STOOPI TREATMENT, r SYSTEM j Q PROP. OPU5HED \ I i i < - STONE DRIVEWAY 1 r; 1 n i !Y 1 TOPSOIL N m I P1� 5TOCKPIL'E ROPOSE '" 1 ? N 6.5 MPORAR ' AREA 700 S.F. ± ` �x, 1 W # ONCRETE tWASHOUT \ Z Z I AREA . ._ ,� -104 _ !u 5CA1 (01"" GOA' 550.0' HAZE TEMPORARr 54505515 100.00' \ -- MAP G NSTRUGTI N _ ENTRANCE __-- - -- ------- T ENGH DRAIN - LEETON DRIVE 1 TE PLAN i / (T)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE N07 TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)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.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WNDM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSMTU7IONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. x CERTAIN AREAS 400 Ostrander Avenue,Riverhead,New York 11901 �CYI L�/ / 1 (�� tal.631."1212303 Pax.631.12'1.0144 `T / i ry• TOTAL AREA 11,381 5F J admin®youngangineering.com I O / /• ,(O�� BUILDABLE eLANDAARD OF GEHA) _ ?,461 SF �jA'<" w ••— E t`��p r� 'Jho b�\ ��\B r� / p /// /�� i� / x �\/ p/f�l Qi�� 'tr DE�GK,POO FLOOR b 2ND STYNTOVERHANG (FOOTPRINT)PRINT) = 510 SF Yo ® \p \,� � <\ x / OQ/ J �� UU Q�' Howard w ung,Land Surveyor v�' �Lp / �° \ P Thomas G.Aolpert,Professional Engineer (rG�1 , PU q� P� GOVER_A&E Douglas E.Adams,Professional Engineer \♦wv / y / k ° I,O �' hp ��.j\ '� Robert G.Tost,Architect vV'J S / (Q / L �,�0 / Ix Q ALLOAABLE COVERAGE 20%OF 1,461 SF = 1,492 SF /�, x p�(/ S 0� .�C.ya�OJQ-A{� �R / �/ ,J / / / �S �i�1 l PROPOSED COVERAGE = 1,4cI2 5F OR 20.0 �/ �J�Q�U P� `O xo `% / sr / i 51TE DATA 3 Y UU�� n' '' i° �Uw��OQ �/ AREA = 1 ,387 SQ. FT. x �9 Ojd �Qv\�\ ` • VERTICAL DATUM - = N.A.V.DATUM(1988) JJ 'o�( �J i // I 01^ . S ~ '�\� (J' ONIN6-H5Ef71K}TRfErT ♦ �� l x�p //' .o oL fie.. \�\�, p�' �, � L~04TAiT �?�/�'1��;ipf'/��PMMT FOR A?M-1 DVAL yi'p I /E®ALT SaVIC ; / ( \\\ /O, 0.5 x/�/� ROG �I�.vc T / `L \\ /'0 \`\ I / Q^'�k. �O!� (J�z� � j •� �W Vim` W dl+ C/`i"G V c i. M I i �� ®qJ 4 1 SINGLE FA KELY 3'a„ 2� b,�! n. HS LCh N' A x x® J © �+ -wof I g'��i'p �' I x OPS � ?OR X.A BEDROOMS ��,,// /��'\(iF0' FQ x WU OX1 ,i PC is �' (\ P Uj \ vJ V / x Q $ � Ulm° R5 FROM DA OF APPROVAL --8-�� i� // O lo,`O'\ \ I \ \ 6 �0 Q 4 R1V4E*GpV5`15E-R Lp• b /' / - -9--'. x\ / 4x/�p x ♦ \ \ Yi 4 ® �j\°p0 raeae�e •c^ 07 �a° �e p /'� �Sz, x -_�x-10- / e * /'s`\ . ` ` \ \�\`� �`q `� '�0 D ays \ \ / •wE HEREBY CERTIFY TO ROB ELIooROMv HIS x \\ \0� / SURVEY YVAS PREPARED IN ACCORDANCE WI E GORE OF '• 1p''/ 9/ t\ �\ \\ \ \ P ,I x^ / OS p p� / / y �tq, x0 jL�O\ \ x \�\\\\ O� j/ `�\Q4 PRACTICE FOR LAND SURVEYS ADOPTED THE Nj✓I^IYORK'STA !�1 O• / s / \% 9• , i�-�If'\ x\ \j �O•\ \ \\ /ij w j P �p ASSOCIATION OF PROFESSIONAL LAND CRS.,, ..; x'` 10 °j % t� x xh \ a p Qp o r � a° 1.0 , -�?`x o0 © {( .\Q x i \p' / y\ tea ://, 0 h O , ; 1� �.jL5/6 60 �• x Q1 9/cT \Y /j��5♦p�pJ /oma3S, /� E v\C V O \�� P �• '� �'I+ LY x `t' 0 /' o �\,(�iv� x0� - N ��0 \yv d� ge G ot, 1 ♦ �ca�/e `� �� p v U� PK' @ / �� / x F IOWARD W.YOUNG;N.Y.S. .NO.458 - 0 \P 4 OQ 0 N .QQ' OQQ4\�`'J`'4 r� �c,�0�0� `1/� q9�c` �je .� \ _1� . a J 4- P O 01' h �`! ! ''i ' I-o \0 ,' \ o\� SURVEY FOR P Uva�Q' �� iO�6/c�ij' `•�\ i v !\,) r' \y° o Qy � 9 d • AA.\'� °,/ ROB ELIOPRO YT15 �e^JS ` \\d �� ✓� /%�� ;'' ®� `� ♦\ at Southold, Town of Southold LT. I , �! Y �•�` Suffolk County, New York CERTAIN dUANTITIE50 N o % i �. \.(!/,C�(� v�'I` BUILDING PERMIT SURVEY ROOK REVETMENT ROCK ARMOUR AREA = 6085F AREA = 351 5F Q 0 0 �(,` �i� County Tax Map olsLrmt 1000 Section 5q Block OI Lot 'I VOLUME = 2 0 3GY VOLUM9X E = 89 GY Q- EXCAVATION Q �. (fJO q\ O !��UjQ'�p"�{ / / 1 ��, / .L�®o'rFWATKOWS" MAP PREPARED' SEP.09,2016 AREA = 1,918 5F NOTE: ` `�Qf(� �kiQ 4i000i`lY Q. h \ � !f %60 VOLUME = 432 GY THE EXCAVATION �f(, {C (/j O�\ \U Record of Revisions RECORD OF REVISIONS DATE SAND BACK FILL d FILL VOLUMES J SIJ % x O NY5DEC LETTER APR.28,2011 MAY 05,2011 AREA = 912 SF ARE INTENDED TO �O U !(/¢ / '� T �IreTIO��EQLIRED REVETMENT DESIGN OCT. Ib,2011 J VOLUME = Met GY BE BALANCED / 'C 4 ENGIi�EER S CERTIFICATION . AMEND GUANTITIE5 FEB.05,2018 AND NO EXCESS Q� / j OV�Iq �q SAND FILL MATERIAL WILL ti� h�! xh^ �J'��\0 SUBMIT P.E. OR R.A.CERTIFICATION SECTION G-G B LANDSCAPE PLANJUL.28,2018 HOUSE LOCATION SEP,05.2018 5 AREA = 1,254 5F LEAVE THE SITE. ; �O ADD SHEETS 1-10 SEP.21,201 _m VOLUME = 233 GY / 'j �QPO� \Q\U FOR INtI TA►LLATIO;d AND Ct3�'�RUCTION REV.PROPOSED HOUSE DEC.05.2018 WAY �Py�1�Q�U X101 ♦\ OF STONE RIVE � 30 O IS 30 60 CRUSHED O D 0 a AREA = 123 SFPDQ 0.\`�°',��° FOR FINALAPPR VAL. USE FORMAI -073. _ VOLUME = 13 GY ScAle: III = 301 JOB` 16-0115 DWG 2016�0115-bp I OF 10 0 = MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND OQ= REBAR 4 GAP SET (1)UNAUTHORIZED ALTERATIDN OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTDIO STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED To ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES of THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL DR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N400 Ostrander.Avenue,Riverhead,New York 11901 FLANTING SCHEDULE tel.631.1272303 fax.631.'72"1.0144 SaDLa ddmin®youngenglneering.com J TREES 4 � 4 � QTY SYMBOL BOTANICAL NAME T COMMON NAME SIZE ROOT Howard W.Young,Land Surveyor 2 GF CORMJS FLORIDA FLOWERING DOGWOOD DOGOOD 2"GAL. BSB Thomas C.Wolpert,Professlonal Engineer HV HAMAMELIS VIRGINIANA Douglas E.Adams,Professional Engineer 3 WITCH HAZEL 5'HT. BSS J Robert G.Toot,Architect O , I 10 ILEX OPAGA AMERICAN HOLLY 3"GAL. BSB 27 JV JJNIPERUS VIR71MIANA EASTERN RED CEDAR 41-5'HT. BSB SITE DATA I NS NYSSA SYLVATIGA BLACK GUM,BLACK TUPELO 3"GAL. BSB / \\ AREA = I-1,38'f 50. FT. d \ • VERTICAL DATUM = NAY.DATUM(1988) n \ • ZONING USE 1215TRIGT = R-40 / 0 / / o, v o o 0 0 0 N PRIVACY PLANTINGS y 17 JV `\ L, ok SURVEYOR'S CERTIFICATION 1Q'� e ® •WE HEREBY CERTIFY TO R D B E LI D D R D MY\ , HI5, 1 g�\\r\ SURVEY WAS PREPARED IN ACCORDANCE w: TFIE CgDE. ©� j r r� O PRACTICE FOR LAND SURVEYS ADOPTED STNE NE(NVORK STA ® d 7 ASSOCIATION OF PROFE5510NAL LAND ORS ;• y. OBEACH AC -4P CES ® / 4 Q 4 FT.WIDE �0 NO 6q) © PEDESTRIAN PATH \Q ® ` N ° as dye c� Q� �eygP 1 �-- � ft_y "y ® , . . . .NO.4583 I � ® C14 4 ® ,% ��h ® 1-Io 4° .IfW SURVEY FOR 4' ROB EL I ODROMYT 15 o rL HZr �Cr�% ao �� s �3 d �' at Southold, Town of Southold ° 1-Ns �,p Suffolk County, New York 1 s \�L LANDSCAPE PLAN PRIVACY PLANTINGS County Tax Map DLstriet 1000 Section 5q Block OI Lot 10-JV Qp�' 4 9 MAP PREPARED JAL.2-1,2015 Record of Revisions O / \ RECORD OF REVISIONS DATE HOUSE LOCATION SEP.05.2018 O Y ADD SHEET5 1-10 SEP.21,201 3-HV REV.PROPOSED HOUSE DEC.05.2018 C 0 2-CF m 50 0 IS 30 60 0 OL scale: In = 50' JOB NO.2016-0115 DWG.2016_0113_bp 2 OF 10 0 = MONUMENT SET ■= MONUMENT FOUND = STAKE SET = STAKE FOUND Q= REBAR 4 GAP SET (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A MCLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY NAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (3)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 114101 tel.651.1272303 fax.631.129.0144 adminayoungengineering.com olm� pltq Howard K Young,Land Surveyor Thomas G. Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer Robert G.Tast,Architect SITE DATA I"'H" AREA = 11,381 50. FT. s u • VERTICAL DATUM = NA.V.DATUM(14188) _:2 • ZONING USE DISTRICT = R-40 o- I to 0 0 35 35 n 0 �I 0 i 30 30 s NEW ROCK REVETMENT 25 25 EXISTING SURVEYOR'S GERTIFIGATION LONG ISLAND SOUND BEACH SAND BACKFILL GRASSES „--„-- & BRUSH • WE HEREBY CERTIFY TO ROB ELIODRO ar f `HIS 20 20 SURVEY AAS PREPARED IN ACCORDANCE WI. TATE CODE-0_ V PRACTICE FOR LAND SURVEYS ADOPTED L)EN Y0RK STfj 1 N ASSOCIATION OF PROFESSIONAL LAND VE1'OR!M-t U LU 17 w 17 15 - ra 15 - j' cc Go TOP STONES SAND,FILL FROM Xj 5 TO 8 TON EACHROCK REVETMENT E TOP=9.0 TO 550 CONTOUR m � '-Cf.- 1 �' a 11 11 a 8 - -� 9 04 10 10 HOWARD W.YOUNG,N.Y.S.L.S.ND.458413LAND FINISHED GRADEca 0 8 EXISTING GRADE t� 8 - N 7 —_ _ 6 J 6 5URVEY FOR 3 TO 5 TON EACH _ _ a I a 3 MhTw=2-9 — — — — — — — — — -- - —1�H1^7=2:7 `EXISTING GRADE 3 RO15 EL I ODROWT15 0 2 - TOE-5 ONES + - - 2 0 1 - - ;-TO- TON -- D - - 1 at Southold, Town of Southold a 0 SAND BACKFILL EACH -18=0E-BLANKET-STONE- - 0 Suffolk County, New York -1 -- - _ -- _ JO-TO_I5_LB5.- -1 -2 - MLMI=-2.4 -MLA=(-2.-4F- -2 DECK d POOL SECTION -3 - - -BOT..OF-STONE=(-2fi)- -3 -4 -- - -- - - ---LIMIT BOT BLANKET STONE=(-4.4) -4 County Tax Map DIa(rld 1000 section 501 Block 01 Lot 7 _ _ _ OF _ -5 EXCAVATION -6 - -6 MAP PREPARED JUL.2-1,2015 -7 6 - -7 - FILTER FABRIC Record of Revisions oI 3 RECORD OF REVISIONS DATE N N 6 CID r NYSDEG LETTER APR.25,201-1 MAY 05.2019 u REVETMENT DESIGN OCT. I61 2019 a AMEND QUANTITIES FEB.O5,2018 50L 40L 33L 30L 17L 6L 0 12R 21R 24R 30R SECTION C-C, It LANDSCAPE PLAN JUL.28.2016 HOUSE LOCATION SEP.05,201 c ADD SHEETS 1-10 SEP.21,2018 _> REV.PROP05ED HOUSE DEC.05,201 - m 8 0 4 8 16 aN _ I R _ SEGThOFNu�A-A Horiz Scale: I n 8 Vert Scale: I 8I JOB NO.2016-0113 DWG.2016_0115_bp 3 OF 10 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E7GS7ING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY Y MA NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 tel.631.727.2505 fax.631.727.0144 adminopungenglneering.com 4U414 puut Howard W.Young,Land 5urvagor Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer Robert G.Tast,Architect SITE DATA AREA = 11,551 50. FT. 39 • VERTICAL DATUM = N.A.V.DATUM(1988) ro 0 • ZONING USE DISTRICT = R-40 o- m 0 i s M 35 35 0VA m 0 N M) N 30 30 / 2 STORY FRAME HOUSE 3 C 25 25 SURVEYOR'S CERTIFICATION EXISTING GRASSES •WE HERESY CERTIFY TO ROB ELI ODROM HIS BOT OF SUB SURVEY WAS PREPARED IN ACCORDANCE Al cbt7 r, & BRUSH STRUCTURE EL=15.00 PRACTICE FOR LAND SURVEYS ADOPTED NEW 1C6RIG�STA 20 20 ASSOCIATION OF PROFESSIONAL LAND SE'(ORS. WATER CPQ v �0� 17 EL=16.50 DECK EL=17.0 17 CO �x , 15 BOT OF POOL 15 _ .dyl)` EL=11.50 2 E BOT OF SUB r STRUCTURE EL=10.00 �• ) 4\` C 3 I HOWARD W.YOUNG,N.Y.S. NO.4589, 10 10 N 8 - - - - - - -- - - - - - _ - - - - - - _ - - - $ SURVEY FOR `�'� _.�•'_ s _ — o ExISTING GRADE —LII w w w w w w --- —� — _ 7 ROB ELI OVROI�1 I T 15 6 —J -J--J J J J J 6 5 a_ a o a a a a 5 4 — — — — — 4 c 3 -- — — — 3 at Southold, Town of Southold 2 -- — — — 2 Suffolk County, New York 0 — 0 DECK d POOL SECTION -2 -2 -3 -3 County Tax Map District 1000 Section 59 Block OI Lot 7 — — -4 -4 -5 _— -5 MAP PREPARED JUL.2-7,2015 -6 -6 -7 -7 Record of Revisions RECORD OF REVISION5 DATE HOUSE LOCATION SEP.05.2015 o ADD SHEETS-1-10 SEP.21.201& J co n REV.PROPOSED HOUSE DEG.05,201 � O 15L 0 SIR 35R 52R 0 �Y ^ m 8 O 4 8 Ib 0 Ja n :: R _ I n _ _ SEGTI�ON�B-B _ Horiz Scale: I 8 Vert Scale: I 5' JOB NO.2016-0115 DWG.2016_0113_bp - 4 OF 10 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECDIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SMALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTnUTCN.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDIIIDNAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 1.0144 Grasspave2 FIRELANE tel.631odmn�3n en 6near21n ..r-m FILL GRID STRUCTURE ,( µ � y g g g WITH CRUSHED STONE OJ 4 I rs !J �J + ® ��> A A Howard W.Young,Land Surveyor 1 //9 u X �.)�(A Douglas E.Adams,s,Professional Engineer `SHRUBS, Q GROUND COVER Robert G.Toot,Architect GROUND COVER ��— X X X X ) OR GRASSED SHOULDER OR GRASSED 2O©QD©�� ® A( USE: Grasspave2 Firelane Detail 1600 Jackson Street, Suite 310 SITE DATA Golden, CO 60401 X ®® Y< 800-233-1510 OR •oe�rpD v 303-373-1234 AREA = 1'1,58-7 SQ. FT. 3 FAX: 303-373-1223 d mwi�vsiblestructures.eom • VERTICAL DATUM = N.A.V.DATUM(1988) n OR EQUIVALENT • ZONING USE DISTRICT = R-40 PLACE GRID STRUCTURE FILL GRID STRUCTURE WITH ON 4"OF 3/4"STONEBLEND RUSHED GRAVEL ON 4"OF 5/6"WHITE CRUSHED STONE 511 m 0 NEW CRUSHED STONE GRID STRUCTURE DRIVEWAY NTS Nr 3 REPAIR EXISTING THE EXISTING LARGE STONES SEAWARD CONCRETE SEAWALL SURVEYOR'S CERTIFICATION OF THE WALL MAY REMAIN IN PLACE,OR MAY BE MOVED TOWARD THE WALL AS GAP STONES SAND FILL FROM PART OF THE ROCK ARMOUR I TO 2 TON EACH ROCK REVETMENT WE HEREBY CERTIFY R O B E LI D RO MY HI5 SURVEY AAS PREPAREDD IN ACCORDANCE WI �H€GpDEtOF TO 550 CONTOUR PRACTICE FOR LAND SURVEYS ADOPTED THE NEVI 1'ORIC!STAY 10 10 ASSOCIATION OF PROFESSIONAL LAND VEYOR-cy--"`- , FINISHED GRADE LONG ISLAND SOUNDIt N ROCK ARMOUR m 4 EXISTING GRADE-\ 4 HOWARD W.YOUNG,N.Y.S.L. .NO.45893 >. •. ,,-/ N EXISTING GRADE _ 3 MHw=2., 3 SURVEY FOR 2 __ 2 ROB EL I ODROMYT 15 a ° _ - o at Southold, Town of Southold OIL -I LIMIT OF EXCAVATION-1 -1 Suffolk County, New York -2 ML94=(-2.4) D -2 DETAILS -3 — — -3 _4 S BLANKET STONE-=- County��- County Tax Map District IOOO Section 5q Block OI Lot "I FILTER FABRIC -5 -5 MAP PREPARED SEP.09,2016 -b -b � Record of Revisions -'7 RECORD OF REVISIONS DATE m rn N � NYSDEG LETTER APR.28,201"1 MAY 05.2011 $ 18" OF BLANKET STONE a REVETMENT DESIGN OCT. Ib,201'1 10 TO 15 LBS. O "D AMEND QUANTITIES FEB.05,201 F SECTION G-C b LANDSCAPE PLAN JUL.28,2018 c J ? HOUSE LOCATION SEP,05.2018 c n Q ADD SHEETS 1-10 SEP,21,2018 y CD a �i c m m REV.PROPOSED HOUSE DEC.05,2018 - m 9L 15L 13L 6L 0 4R 11R 14R 21R 30 O 15 30 60 0 a Scale: As Shown SECTION "0-011 JOB NO.2016-0115 Horiz Scale. 1" = 9, Vert Scale: P = 5' DWG.2016_0115_bp 5 OF 10 (T)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTNG STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF IMS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSOLATION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 4 / x\O 400 Ostrander Avenue,Riverhead,Now York 11901 / tel.631."12"1.2903 fax. 63112"1.0144 J ti / 0 \� / i / / admin®youngengineering.com rr� N 04q 14 plm� �p /},o\ , 0\ �' •v\�'t 0��` \ID)/ Howard W.Young,Land Surveyor •a`� P2' ry q\`�^Lp� i\ / / // � � Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer /pry / O w ®� E Robert G.Toot,Architect SST /o�I�Bch % / x�a V 0 �v �0� SAI° SITE DATA Ovo� S$ / /k° ST, G6� AREA = 7,38"1 50. PT. CL /<p VERTICAL DATUM = NA.V.DATUM(1988) 4 /oPt 4 / O / / 1 g %a /,5ZONING USE DI5TRIGT = R-40 / //Xx h / / 1 / \ 0 1 1 P, /// x ( x y 6 / oS / � a/ / ,\ e' v1 \ �,°J� 4x � G x 1 x / 14a /-- pj� \. rG I o —\ \ �/ ti P -orQ y x 0/ cbs—4 x\ tee\` / aT' p )X \ s d 0 // / ti�� ,� �c�r°x \ \ \•c\ (j�1P {� O b /i / I YA \\ ------a--2 ��/ �.� �.° ��o i i�`°\ \\y — .\SI `�o- Uk.0 ® SURVEYOR'S CERTIFICATION /,,p♦'.�►�b\\\ , 6 x ®`� 'ST, 0�---- ------ 99 —9--�'/ x O'i� A t\Og x \�..�\\ fi �0 O \0 00 p '\0\ �ik0 '_�• �\ \\ \\\ \ � WE HEREBY CERTIFY TO ROB ELI0DR0MfY- d� `L / S 1� /O x\ x O Q O� % / ♦R 1 g x \\ \� \ Qr O ©\01 /' Yip SURVEY WAS PREPARED IN ACCORDANCE WI. "�HE�GrOD6'`OF�IS.. X \�\ O' O 0. /�fv%/rye /. r QQ \ PRACTICE FOR LAND SURVEYS ADOPTED TFfE NEW YORK STA X ® \� �, /x C1 J % �y i/ -- \ N_ PRACTICE �— 0�\�\\\ �r/j ; �p��$ ASSOCIATION OF PROFESSIONAL LAND /VE�ORS�� V4'_ .•4�. ,. /\� � � 11- \ � \ h�' lQ �g—\\\ / 0x ® ��/ ,/' --- —$? —) \ �q�vOp f) i X // x\ \\\ //// 0' �/ , fro �� E�A•Ytr � CCC.1I 9/(L �'x , p1� N \ c'*V / /. O 1 / 0• HOWARD W.YOUNG,tJ.Y.S.L.S.NO.45893 m h9 /o O.ah \�� /' ® / °° , hyi. x N2/c x Q Fr'//""' Fob 6� '/try 1 ; ,! , ti. a\° ;/ � �0.\\��' � SURVEY FOR L ROB EL I ODROMYT 15 o � � / 6 /' ® \ at5uffohklGountynNew York Id 0 xFo / r� 10 ,/ /! EXISTING CONDITION5 / m ^�•' o; \ / County Tax Map DIGtTIGt 1000 Section 5C1 Block OI Lot13 1 • a 8 /' // /y� Jrt •;•.; O° ;/ \\\c0—>�PW MAP PREPARED SEP.09,2016 Xcz l ,�f is .• /PiJ V"; �1 / �L�O�\t, cz. �.' •' o ;/ h i leo Record of Revisions o� j! 41\ RECORD OF REVISIONS DATE / D 4 / x NYSDEG LETTER APR.28,2011 MAY 05.201 1 c 24 \ry •-w .. �O ° © ••( // REVETMENT ENTQUADESIGN OCT. 16,2011 FEB.O5.2018 ,Pini re, Tins. � • / / \ SECTION G-G a LANDSCAPE PLAN JUL.28.2018 J<($o P� O• ��v Q' HiETslSE2201am5E -0 P1, 8 REV.PROPOSED HOUSE DEC.O5.2018 LOCATION MAP .•r 565-OUTHOLD QUADRANGLE 1956 ��tl ♦♦ 30 O IS 30 60 Scale: I" 30' 2000 0 1000 2000 4000 ♦q�®\\\(, \ = pJOB NO.2016-0115 DWG.2016=0115_bp b OF 10 O = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET A= STAKE FOUND Q= REBAR 4 GAP SET IZED ON OR THIS IS A VIOLATION CTION 9 OF THE NEW YORK STATE 2)DISTANCES OWN HEREON FROM RTY LINES To E)USTING STRUCTURES ARE FOR A FIC PURPOSE AND NOT TO BE USED TO ABLISH PROPERTY NES OR FOR ERECTION OF FENCE&(3) NOT NOT ATION (SRN CATEDOHEREON SHALL¶RUNN ONLYOI OOTHEOPERSON FOR WHOM E SURVEYYFIS�PREPAREDDAND ON HIS BEHALF O THE EDUCATION (GOVERNMENTAL�AGENCY AND LENDING INSTITUTION NTION STED HEREON.AND 70 E ASSIGNEES OF THE LENDING INSTITUTION-CERTIFICATIONS ARE NOT TRANSFERABLE TOUADDI ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS THIS (5)THE LOCATION OF BEARING 'THE PTIC TANKS SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL FROM BE CONSIDERED A TD BE A VALID TRUE COPY.(4)FROM OT ER& ( (5T)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS N / x\° SITE DATA J� 400 Ostrander Avenue,Riverhead,New York 11901 tel.631.9272305 fax.631.'12"1.0144 / AREA = 1"1,387 5Q. FT. admin®youngengineering.com 0 �y Al) 0 �N�' / �/ % j • DATUM = N6VD Ig88 /� /� l), 4y0,1al /// ��% / X0 � • HIGHEST EXPECTED GROUND WATER ELEVATION = 0.80 �4��t{ 1D 2Q• ,(`Z • NUMBER OF BEDRoOM5(DESIGN EQUIVALENT) = 4 !J !! eJ X11 'lee ` x � � � // UUP QQ Howard W.Young,Land Surveyor \LY • MINIMUM REQUIRED I/A OATS CAPACITY = 440 GAL Thomas G.Wolpert,Professional Engineer gyp• �// /\ � /ti�i /// 11 �UQ� _Q • PROVIDED VA OATS CAPACITY = 600 GAL Douglas E.Adams,Professlonal Engineer -I S ^ / //xp �4� • LEACHING SYSTEM REQUIRED = 300 5F5WA Robert G.Toot,Architect \ ` �R /o� / / / Q • LEACHING GALLEY SYSTEM PROVIDED = 318 5FSWA $ !n x , ; 1A HEALTH DEPARTMENT USE °J.�, m O , \,�`0 x \• / -- /P' I x06/' ¢q,�G,,< I*^!' .01 h(0 / / /'x Ch X ry `o Ill. / , i- _ 1. °ice-� x\ P Qr �,,// \� / K O 6 x \ PDQ- ®®® 44 N�,y4� xx� �� /x l//,� xit'. �B / \ % ' ��-��i//• /�-\ - -- ----8-8� �� CO rarO ��QP' ��1 \b ,, A \ / ,O . �.• y , , \ , y CO SURVEYOR'S CERTIFICATION / 70001\.1 /,- x o' ��-------- -s-- gyp. . °� 1 0 1�� \ 'o _ Ok� / �� ® / �3r• x ----x x-10- °j xj// /' $ �O•Ot `�\� \\\\ \Q�� 'O� ®� i A'apA •WE HEREBY CERTIFY TO ROB ELLII0DRD t rH15�v'` �O 1�' ? `O' �v1 O� / �'e-^ x \ oO Q /! "P� SURVEY AAS PREPARED IN ACCORDANCE WI EIGODE,QF'/ i \ / i i' \ \ �' \i p /�i� /i x \ Sad/ y h�Y x$ TQO \ x \ \ ® _q.\Py4 PRACTICE FOR LAND SURVEYS ADOPTED TTfi ENI�YORK STA \, �(pp- x �/ x O' \O' O 15 ��° /s �R 1 j -- x` \/ C- \0�� \` pj�0 ® ,! P�1PQ ASSOCIATION OF PROFESSIONAL LAND 6f� / /' ./rye• / ' x i 0 — —_\ \ �- 7-�e •. /® o, OPOSBp \9 �\X \ \\ � \ h� ® \t?i OQ Aon S?' �' h / / o\ o v _� 11- i 0 6 o a'0 //s ® OWfS / LOCATION\ �\ _>\ \ Q �7 ? `_( .t ti ® / 9-\ Q o /C1 / ° 3 /' FOR POST 1'Ic _. '; •'' 4 �) ,6 k NOTES ® x°j' / \O' / 1 / 5 �/ / 0 y. o ® . MOUNTED �.6 1aPY xro P 1F,In' ;' " I t n i I.THE OATS SHALL BE MODEL TNT-500 '� / 4 � � yo E` "9' �,, h CONTROL �3 MANUFACTURED BY NORWEGO. !LT '"I Q. - ti0 OJ / ''�/®�' 1' E .�L 9 O I 'x�' S 'O s PANEL , O ` N 2.THE DESIGN ENGINEER,NoRWEGO REPRE5ENTATIVE, d '7� �/ O I / \a� $ �� ✓%® . /' / % <. 0 m AND SGDHS REPRESENTATIVES SHALL OBSERVE THE �@/ J� �( ,/ �C 1 / / j' O �U�' q ® / ro• HOWARD W.YOUNG,N,Y.B.L.S. O.45895 I INSTALLATION OF THE OWTS AND LEACHING SYSTEM. /, /� o.,/ �o I Q i x L jy a APPROVAL FROM ALL THREE PRIOR TO BACKFILL. 79 O� ��`-� ti C Q N 3.THE SYSTEM START UP WILL BE COMPLETED UNDER � q �e 1 '�\ x oI //� S THE DIRECT 5UPERV15ION OF AN NORWECO �A N tj �j ~/ �� / NT \ �c �1' tK \� \� // / /�� ®\\��`O' `'® SURVEY FOR REPRESENTATIVE. Gfj//�7j /L>.S' I '• DB A �� ; RO$ EL I ODROWT 15 4.AN EXECUTED OPERATION AND MAINTENANCE �v � / Tt• C c CONTRACT BETWEEN THE MAINTENANCE PROVIDER ♦ `� X` Y•�a �� i pQ AND PROPERTY OWNER MUST BE SUBMITTED TO THE �nJ ♦, h b� /' / 0� \\ TEST HOLE at Southold, Town of Southold c 9 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ♦ 6• a (Sr-DHS)PRIOR TO APPROVAL OF THE I/A OWTS , / ♦♦, `-� ��`\t/ �! f'� ,(�!/� DATA Suffolk County, New York REGISTRATION BY THE SCDH5 IN ACCORDANCE WITH I S� ARTICLE Iq OF THE SUFFOLK COUNTY SANITARY CODE. Ovl S9 ♦♦, ` i j/ x !(/ (/�eo McDON 5-2-2018 2 2 1oE 85C1ENGE HEALTH DEPT. BUILDING PERMIT SURVEY S.THERE ARE NO KNOWN PRIVATE WATER SUPPLY Q0 �Q ♦♦ -� /� / v WELLS WITHIN 150OF THE SUBJECT PROPERTY, g, 0 .( �, J % ' 0�,(�(/„TEL=1.2 0.0' County Tax Map Dlatrict 1000 Section 501 Block 01 Lot '9 ^ U '�o¢f10 , / \\ � P~` ��l SMAINNDD a ENGINEER'S CERTIFICATION Q� 0 \^' r7'�04\4-� i ♦`. �! 0\\`° LOAM MAP PREPARED SEP.21,201a • I HEREBY CERTIFY THAT THE WATER SUPPLY( ND/OR 5E E ` lryQ�(�V ��P �� h PALE 4.0' Record of Revisions /CI `�N (� RECORD OF REV15ION5 DATE DISPOSAL SY5TEM(5)FOR THIS PROJECT WE DESIGNED BY ME J� l�` Q� . �\ .01 x HIGHEST FINE TO REV.PROPOSED HOUSE DEC.05.2015 ., OR UNDER MY DIRECTION.BASED UPON A G REFUL AND THOROUGH �� U Q' j ,(OC�p GW COARSE g , STUDY OF THE SOIL,SITE AND GROUNDWA R CONDITIONS,ALL �)� i �!, �( 4 EL=08 B c LOTS,AS PROPOSED,CONFORM TO THE OLK COUNTY %/ , \� r(j��0 O�� 6W EL=Ob (5W) c DEPARTMENT OF HEALTH SERVICES CON TION STANDARDS IN h•% xh• Q- {��,(\ WATER IN 6.6' 5 EFFECT AS OF THIS DATE. % �V �1" p P ALE U QP \U BROWN /DO \ Q TO CO 50 0 IS 30 60 SAND IL �v �Q �� \\°�y�?'® l5►AU Scale: 1" = 30' THOMAS G.WOLPERT,N.Y.S.P.E.NO.61455 `Q�'�\\� 19.0' JOB NO.2016-0115 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.60889 DWG.2016_0115_hd_bp 'i OF 10 O = MONUMENT SET ■= MONUMENT FOUND A= STAKE BET A= STAKE FOUND (9= REBAR b GAP SET �f (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY ONES OR FOR ERECTION OF FENCES.(3)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.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL IN OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,Now York 11901 tel.631.1212505 fax.651.121.0144 PROVIDE GLEAN OUT admin®youngengineering.com AT FACE OF BUILDING 04q 4 ��1 q 4" PVC, PIPE @ 2.00% MIN. VVI+y iY Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer 5'MIN. 2" TO 5" PVC, VENT LINE Robert G.Test,Architect SWEET AIR VENT GAP MFG BY TUF-TITS (5' MIN FROM ANY HEALTH DEPARTMENT USE DOOR OR WINDOW) � 1 i ro PROPOSED � N 2 STORY HOUSE 600 GAL. I/A OWT5 L. ON PILES C\0(4 BEDROOMS) MFG. BYT-500 NORWEGO FF EL=17.0 51 C4 ELECTRICAL N SUPPLY ` 0 i a PROP05ED M 2 STORY HOUSE 51NGULAIRON PILES r (4 BEDROOMS) SERVICE PRO TNT EN&INEPR'S CERTIFICATION FF EL=1.1.0 CONTROL CENTER F-hA� MFG BY NORWEGO 5AMPLING PORT • I HEREBY CERTIFY THAT THE WATER SUPPLY( Nt?[OR 5E E {` DISPOSAL SY5TEM(5)FOR THIS PROJECT WE F7E51GNED'BY=ME` OR UNDER MY DIRECTION.BASED UPON A G RtFuL .ANDjTHIIG OROH' j 5WEET AIR VENT GAP 5TUDY OF THE SOIL,5 T AND GROUNDWA R NDITION9,ALL f':•', 'ti ' MFG BY TUF-TITE PLAN VIEW LOTS,AS PRoPO5ED,CONFORM TO THE F KZOUNTY`'�'i' DEPARTMENT OF HEALTH SERVICES CON TRUj.TLION 5TANDARD5 IN`,- (5 MIN FROM ANY ), .•. EFFECT AS OF THIS I5 DATE. NTS P DOOR OR WINDOW) E n n „ 2 TO 5 PVC VENT LINE 5AMPLING PORT 4 PVC @ 1.0096 MIN. �+ IT- THOMAS G.WOLPERT,N.Y. E.NO.614 �- 5' 5' DOUGLAS E.ADAMS,N.Y.S. .E.NO.8089? N ? 4" PVC RISERS ff GONERS WITH 4 PVC @ T MIN.PER TABLE 1,NOTE 8 2.00% MIN. SAFETY LIDS 1.00% MIN. OF THE SCDHS STANDARDS SURVEY FOR s ao MFG BY TUF-TITE (TYP) EL=Bs EL=7.5 EL=7.0 FIN. GRADE ROB ELIOPROMYT15 a GONG. GVR. of Southold, Town of Southold 0 Suffolk County, New York IE=5.89 FLOW �2 IE=5.45 HEALTH DEPT. BUILDING PERMIT SURVEY IE=5.79 LINE ———— IE=5.47 0 Cl) IE=5.54 N County Tax Map DIDtFict 1000 SectloD 59 Block 01 Lot 1 PROVIDE GLEAN I---X-0"---I --77--BOT EL=5.80 OUT AT FACE OF io T MAP PREPARED SEP.21,2015 BUILDING 5' DIA. FIBER 8.50' REINFORCED PLA5TIC LEACHING GALLEY z Record of Revisions � RECORD OF REVISIONS DATE D 15M BUTI ON BOX TOTAL OF (6) GALLEY5 M REV.PROP05EP HOUSE DEC.05.2015 BOT EL=1.04 MFG. BY LFM OR 515 5F5WA i HIGHEBT EXPECTED HIGHEST EXPECTED APPROVED EQUAL GW EL=0.80 9'-3" GW EL=0.80 PROVIDE END GAP LEVELING m 600 GAL. I/A OWTS DEVICE MDL#5L-4 MFG BY TUF-TITE OR APPROVED EQUAL FOR ALL o MDL. TNT-500 MFG. BY NORYVECO D15TRIBUTION OULET PIPES a. HYDRAULIC. PROFILE 5aale: NT5 effiAde�D JOB NO.2016-0115 Nf5 DWG.2016_0115-hd-bp 8 OF 10 0 = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET A= STAKE FOUND QQ= REBAR 4 GAP SET IZED ON OR THIS SURVEY IS A VIOLATION SECTION 9 OF THE NEW YORK STATE OWN HEREON FROM ERTY LINES TO ARE FOR A SPECIFIC AND ARE NOT To BE USED CTION OF FENCES.(3)COPIES OF SEAL ALL NOT BE TO BE A (1NDICATEDOHEREON SHALL RUN ONLYTOOTHEOPERSON FOR WHOM THE SURVEYFIS PREPAREDDAND ON HIS BEHALF O THE TRE EDUCATION (2)DISTANCES AiGENCY AND LENDINGRINSTITUTION LISTED HHEEREON.ANDTO THEASSIGNEESASSIGNEES OF THE LENDNG(INSTITUTION-CERTIFICATIONS ARE NOTESTABLISH TRANSFERABLE TO ADDITIONAL N6�7U ON OR SUBSEQUENT OWNERS THIS THE LOCATIONNOT BS S(W)E�PTIC LAND TSS(ST)SURVEYOR'S (RCP)SHOWN HEREON�ARE FROM FIELD OBSERVATIONS IONS AND OR VALIDTRUE OBTAINED 4FROMOTHERSN ALTERNATE INLET AERATOR MOUNTING CASTING CAST-IN-PLACE RECEIVING FLANGE 400 Ostrander Avenue,Riverhead,New York 11901 LOCATION tel.631.12.12303 fax.651."121.0144 BIO-KINETIC®SYSTEM LOCKING LUGS admin®youngengineering.com APPROVED SEALANT OR EXTENDED AERATION SOLVENT WELD 4 � 14 4�t � SEALING DEVICE CHAMBER CONNECTION hal ——— —— ——— — / q Howard W.Young,Land Surveyor -1 FThomas G.Wolpert,Professional Engineer I I I I I /� (III IIII III III Douglas E.Adams,Professional Engineer 2'-9" I I I I I I Robert G.Tast,Architect A f lr I/ o o o = A Q o HEALTH DEPARTMENT USE o n K-T 4"DIAMETER EFFLUENT LINE 0 4"DIAMETER INLET LINE I I I I �, I wi ---J L- -----J L-- -\J 3 PRETREATMENT CHAMBER 177 /�!2'-8" 3'-T' 2'-T' 0 N ALTERNATE INLET LOCATION FINAL CLARIFICATION CHAMBER GASKETED DISCHARGE i FLANGE ASSEMBLY o PLAN VIEW N OPTIONAL BLUE CRYSTAL® RISERS AND COVERS WITH SAFETY CHLORINATION SYSTEM SINGULAR"TANK OUTLET COUPLING LIDS MFG BY TUF-TITE(TYP) TO 4"DIAMETER EFFLUENT LINE c SINGULAIR®AERATOR (SEE NOTE 1) OPTIONAL BIO-NEUTRALIZER® BIO-KINETIC®SYSTEM DISCHARGE DETAIL ENGINEER'S CERTIFICATION DECHLORINATION SYSTEM AERATOR MOUNTING CASTING • I HEREBY CERTIFY THAT THE WATER SUPPLY( - "ND/OR`�E.. E , D15P05AL 5Y5TEM(5)FOR THIS PROJECT WE fDE51GNED BY"ME/ 2"TO 4"PVC FRESH AIR VENT LINE OR UNDER MY DIRECTION.BASED UPON A G,t2EfU2—AND THOROUGH' ` RISERS AND COVERS WITH SAFETY STUDY OF THE SOIL,SITE AND GROUNDWA R/GONDITION5,"ALL LIDS MFG BY TUF-TITE(TYP) UNDERGROUND POWER SUPPLY ENTRANCE LOTS,AS PROPOSED,CONFORM TO THE FF�OLK GOl)NT(-.,5,� DEPARTMENT OF HEALTH SERVICES CON fRUdT,(0 '•ST'A D'G f2D5 IN SEE AERATOR MOUNTING AND INSTALLATION / ( FIN.GRADE FIN.GRADE EFFECT A5 OF THIS DATE. F Q DETAIL DRAWING) t@ s BIO-KINETIC®SYSTEM LOCKING LUGS GROUT OR APPROVED SEALANT OR _ SYNTHETIC SEAL SEALING DEVICE 3° ® -�" C4 THOMAS G.WOLPERT, ,Y. .P.E.NO. 55 SOLVENT WELD OUGLAS E ADAM PE NO 5c1'( � " V-0" Q .;�?= CONNECTION (— I `•� v J.. ,r = 1'-0" O 1'-4" 04 4"DIAMETER EFFLUENT LINE 6,-p" I l I I SURVEY FOR SUBMERGED TRANSFER PORT I I a PRETREATMENT CHAMBER L 3" �Q I R013 �L I®��OI_I I I I J ,u'. CASTING PICK-UP I\ I _ I /I o e 4.6" : GROOVE,TYPICAL — at Southold, Town of Southold \\ // I Suffolk County, New York 5'-0" Aw O EXTENDED AERATION CHAMBER = SINGULAIR®BIO-KINETIC') I \\ I HEALTH DEPT. BUILDING PERMIT 5URVEY '? SYSTEM DISCHARGE SEE DETAIL `r ( ) I 60° 60° I County Tax Map olet.mt 1000 section 59 eIDBlockOI Lot -1 60° a':,.,•a.. ro:� ate.'• ra:�°c. •• :'°.a�c 'A. . MAP PREPARED SEP.21,2015 6" BIO-KINETIC®SYSTEM 3° Record of Revisions CAST-IN-PLACE AERATION 5 6 RECORD OF REVISIONS DATE CHAMBER TRANSFER PORT FINAL CLARIFICATION CHAMBER REV.PROPOSED HOU5E DEC.05,201 v OUTLET END VIEW o SECTION A-A J O C O o NOTE: TOTAL SYSTEM CAPACITY: 1,300 GALLONS m BIO-STATIC®SLUDGE RETURN RATED CAPACITY: 600 GALLONS PER DAY a Scale: NT5 JOB NO.2016-0115 DWG.2016_0113_hd_bp 9 OF 10 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)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.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO TUE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBST:WENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11901 120 VOLT- 1 QS-60 Hz-20 AMP SERVICE tal.631.9212303 fax.631.'12"1.0144 A (.� adminogoungengineering.com NOTE:AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED. 4�t � plww SINGULAIR !!JJ !!ll !!JJ SERVICE PRO TNT Howard W.Young,Land Surveyor CONTROL CENTER /M —4 a Thomas G.Wolpart,Professional Engineer MF& BY NORWEGO Douglas E.Adams,Professional Engineer w o TO NORWEGO Robert G.Toot,Architect TNT-'150 OWT5 SPL I GE BOX HEALTH DEPARTMENT USE ELECTRICAL ' m SUPPLY 0 4"x411 PRESSURE PIN. GRADE TREATED WOOD P05T ON ON ON s v M_ 15 15 e p OFF OFF OFF I m N CONTROL PANEL kONTROLI RAATOR PUMP / 0 50ALE: NTS N 'K 7 METER ENGINEER'S CERTIFICATION INCOMING SERVICE • I HEREBY CERTIFY THAT THE WATER SUPPLY( NLZ/0F\5E .E-., DISPOSAL 5Y5TEM(5)FOR THIS PROJECT WE DESIG D OR UNDER MY DIRECTION.BASED UPON A G REFUt.AND THHOROUGH; It I Ell STUDY OF THE SOIL,511E AND GROUNDWA LOTS,AS PROPOSED,CONFORM TO THE FZFOLK d0V4Tz( POAER PUMP AERATOR ALARMS COMM 1 2 3 1 2 3 DEPARTMENT OF HEALTH SERVIGE5 CION TFU—,t10N(5TANDARDS IN,,i DEDICATED BREAK13IS RELAYAU( AGOCAUX 1 i EFFECT A5 OF THIS DATE. „A� ,.✓ ..�.t, - INCOMNG R1MP P132ATOR OWOFF ALARM OVERRIDE z .Y G$ 20 AMP Ll N G PI N G Al N G 1 2 3 A 5 B d lh (, i CIRCUIT BREAKER ® Rpt-A(- �y :', C-,''1'= � /'�j E BREAKER N PANEL THOMAS G.WOLPERT,N.YWPE.NO.6,111465 5^ *f - `V DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80599 '; T I O s 12OV, 14) SERVICE SURVEY FOR 0 _ NORWECO NORAECO ROB EL.I ODROWTI S GROUND CONTROL AERATOR at Southold, Town of Southold Suffolk County, New York HEALTH DEPT. BUILDING PERMIT SURVEY ELECTRICAL ONE—LINE D I ACGRAM County Tax Map Dlotrict 1000 Section 51 Block OI Lot 1 MAP PREPARED SEP.21,2015 115 VAC HIGH HEAD SINGULAIR S ON I OFF HIGH WATER ALARM TIMER OVERRIDE POWER EFFLUENT AERATOR CONTROL CONTROL CONTROL SUPPLY PUMP FLOAT FLOAT FLOAT Record of Revisions RECORD OF REVISIONS DATE REV.PROPOSED HOUSE DEG.05.2015 n GENERAL NOTES: PART NUMBER: 0 wa Q ADEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED us. noruveca o UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. FopD w JMM 0 PATENTS i ® INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED. vENDwo WASSPSSER�ES JM ^m IMRMO DIADRAY 1 1 -� ®THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE. © --_- - NTs MM¢Y 4 O WIRING DIAGRAM JOB N0.2016-0115 Scale: NTS (CONTROL PANEL) DWG.2016_0115_hd_bp 10 of 10 (i)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7208 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECinc PURPOSE AND ARE YOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY YAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION-'ERTUTCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS / 400 Ostrander Avenue,Riverhead,New York IIg01 W.631.-12"1.2303 fax.631.12?.0144 �(j , (-' _ (-i'r°;, f , 1\T admin@youngengineering.comIN COO ^`gyp( Fr ��` .rte 0\° �� r� \ / i a�` � Howard W.Young,Land Surveyor rye �\ �j Bbl J U L 2 3 2019 Thomas G.INolpert,Professional Engineer AQ p- / l�'• ,�'� Douglas E.Adams,Professional Engineer W E ` � p �✓ Robert G.Tost,Architect 49 BEEF DK ° �U/ `0p, �O/� �� ry SR / . �•ho SITE DATA S 0 0 A� i AN 6., �h C, AREA = I'1�8"f SQ. FT. oI v d, e 0� r41 r O AQ / O O 0 > QP ° Q � O SURVEYOR'S CERTIFICATION VO ot 10V \°\0 ` �� ;' �1` '� O i AY.O\ • NSE HEREBY CERTIFY TO ROB EL10DRo IS SURVEY WAS PREPARED IN ACCORDANCE1EG f�F� Q10 PRACTIASSOCCE FOR LAND SURVEYS OPTELAND D HE RtY SFA \ 1'�'1� �' 0*c1L� or Lp '� �1' � �` •F`" 4 5 2 y HOWARD W.YOUNG,N.Y.S.L.S.NO.45883 ®e �00 SURVEY FOR ,, �� RO$ EL I ODROWT 15 % at Southold, Town of Southold ,) O.j� �:•' Suffolk County, New York / � / FOUNDATION LOCATION SURVEY �A County Tax Map Dletrkt 1000 S..tio.5q Block OI Lot 7 t MAP PREPARED SEP.Oq,2016 Record of Revisions C , RECORD OF REVISIONS DATE NYSDEG LETTER APR.28,201'1 MAY 05,201 N % REVETMENT DESIGN OCT. Ib,201'1 n % AMEND QUANTITIES FEB.05.2018 ° SECTION G-G 3 LANDSCAPE PLAN JUL.28.2018 c OQ ' HOUSE LOCATION SEP.05.2018 o /! ADD 5HEET5?-10 5EP.21,2018 s, ,• REV.PROPOSED HOUSE DEC.05,201 FOUNDATION LOCATION JUNE 04,201q 30 O 15 30 60 JOB NO.2016-0113 DWG.2016_0113_foundatlon_loc I OF I O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET ®= STAKE FOUND OQ= REBAR 0 GAP SET (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE N07 TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY YAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTICN LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 tel.651."12"12505 fax.651.12'1.0144 X// , N admineyoungengineering.com IN evw 'V co ON ,� �0�� t�e Howarpd W.Young,Land Sueyor fid\ y Thomas G.Violpert,Professional Engineer 4p,R' T / 1, �� E Douglas E.Adams,Professional Engineer / W �® ,Vpe'�. ,(G Robert G.Test,Architect 350 DK' f �jOSAS° / 7o SITE DATA ®� o4j\PN. S 0% S AREA = 1'1,404 50. FT. ,�p s fp ' • ROCKS / C�2 of 1 01 /yG� 0 d N MHWM .i �•�` e eAY 40� 0 0� / /)s QPM 0�Q ��' � � ®� SURVEYOR'S CERTIFICATION_ / �� b 0 X77 ti t(j� •WE HEREBY CERTIFY TO R 0 B E L 10 D RMSURVEY KAIS Pct �0� �R O`` °. �S �Q'4�0 .(0 �iO \otD PRACTICEFORRLAND�SURIVEYSGADOANG T QR T 0 � � � ASSOCIATION OF PROFESSIONAL LA � l q 1 i 10 U i*P !�� Vis• F 0LL � �\�l i a�4P f r ';) iP' �' �l• O ;? 9 gC' 0/ �o G�' OWT` 0 ' `j♦ �q��C' �11 ` ,r'1�.i1 �J Q q \ h ;'Q POST MOUNTED ,(, QOOv /♦� CONTROL PANEL J ♦/ v�� - = o ♦ 'Y ° VENT OB U� /S/ ® 2'x2' TO PAVING_ NE d IQ A HOWARD .YOUNG,N.Y.S L .NO.458 �O L�j�;� 5� E /�' Fb Q Qp BLUE5TONE GRL51'�D W 9,y O� 0� 0?6P B �C® GRAVEL WALK j 16.49 u� ` �,o .�. FAL �� ®� Op (� r —1 SURVEY FOR N 9 ��j�e♦,i S '�`F �c �c /�a\p SEP 2 6 2022 % ®B El a I ODROMl°TI S i �! 'y s• ok �`�' v ��Y� i♦ - at Southold wn Toof Southold A 900 `c' eo %i BUILDIN^0L. • I Suffolk County, New York IL FINAL. 5URVEY ,� � � � �yl��, ♦• County Tax Map oI9tFIDt 1000 seDtIDD 59 eIDDI OI Lot ? o"JTJ i♦ MAP PREPARED SEP.09,2016 / SUPF K.000NTY DEPARTMENT OF HEALTH SERVICES RECORD OF REVISIONS DATE PROPOSEDD NY5DEG LETTER APR.25.201"7 MAY 05,201'7 APPROVAL OF CONSTRUCTED WORKS FOR REVETMENT DESIGN OCT. 16,2011 5AN I TARY MEA5UREMENT5 ', %// A SINGLE Ft,--'.LY RESIDENCE AMEND QUANTITIES FEB.05.2018 SECTION G-G d LANDSCAPE PLAN JUL.28.2018 A B G �U� ter' to C�AHOUSE LOCATION 2 H.S. Ref.No. ADD SHEETS'7-10 SEP 21,201 REV.PROPOSED HOUSE DEC.05.2018 FOUNDATION LOCATION JUNE 04.2019 The sowage ftPOSW and w8ter supply faatities at this I=Wn have been FINAL SURVEY MAY 20,202 GENERAL AMENDMENTS AUG.21,2020 V5 36' 110'81 I4' j' InsPectW and/or certified by V a DoPwbneot or Other agencies and found to GENERAL AMENDMENTS OCT.2-1,2020 DB % be satisfactory FOR A MAXIMU F, m L61 35' 141 !� %/ vQ BEDROOMS• GENERAL AMENDMENTS JULY OI,2021 ADDRESSED 5GDH5 NDIGA JULY 29.2021 ' ADDRESSED 5GDH5 NOIGA DEC. 15,2021 DO 1-62 4-7I 35, ♦ 50 O 15 50 60 L65 42.5' Ib' �\ Craig Knepper, P.E., Chief 5aale: 1° = 30' a LCG4 55.5' 5-7' n/1 a �rY+ JOB DWG O.2016-0115 016- 11 9 1 of i u O = MONUMENT SET ■= MONUMENT FOUND = 5TAKE SET ®= STAKE FOUND QQ= REBAR 4 GAP SET N REScheck Software Version 4.6.4 Compliance Certificate Project Eliodromytis Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,142 f1:2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 600 Leeton Drive Anthony Portillo Southold, NY 11971 AMP Architecture PLLC 15400 Main Road Mattituck, NY 11952 716-572-4741 aportillo@amparchitect.com Compliance: Passes using UA trade-off Compliance: 12.0%Better Than Code Maximum UA: 474 Your UA: 417 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter 1st Floor Area:All-Wood joist/Truss:Over Unconditioned Space 923 30.0 0.0 0.033 30 Roof/Ceiling Area: Flat Ceiling or Scissor Truss 1,138 49.0 0.0 0.026 30 Front Elevation:Wood Frame, 16"o.c. 766 21.0 0.0 0.057 34 Front Windows:Wood Frame:Double Pane with Low-E 149 0.300 45 SHGC: 0.31 Front Door: Glass 27 0.290 8 SHGC: 0.30 Right Elevation:Wood Frame, 16"o.c. 829 21.0 0.0 0.057 36 Right Windows:Wood Frame:Double Pane with Low-E 205 0.300 62 SHGC: 0.31 Rear Elevation:Wood Frame, 16"o.c. 738 21.0 0.0 0.057 29 Rear Windows:Wood Frame:Double Pane with Low-E 27 0.300 8 SHGC: 0.31 Rear Doors:Glass 208 0.290 60 SHGC: 0.30 Left Elevation:Wood Frame, 16"o.c. 825 21.0 0.0 0.057 40 Left Windows:Wood Frame:Double Pane with Low-E 96 0.300 29 SHGC: 0.31 Left Doors:Glass 20 0.290 6 SHGC:0.30 Project Title: Eliodromytis Residence Report date: 04/23/19 Data filename: CAUsers\Engineer's Computer\Google Drive\AMP Architecture\Private Jobs\02_North Pagel of 2 Fork\Eliodromytis, Rob-600 Leeton Dr-110518\05—Construction Documents\ResCheck\Eliodromytis_ResCheck.rck Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in RE/S�check Version 4.6.4 and to comply with the mandatory require `e a REScheck Inspection Checklist. Name-Title SiglEtKe Date Project Title: Eliodromytis Residence Report date: 04/23/19 Data filename: C:\Users\Engineer's Computer\Google Drive\AMP Architecture\Private Jobs\02_North Page 2 of 2 Fork\Eliodromytis, Rob-600 Leeton Dr 110518\05_Construction Documents\ResCheck\Eliodromytis_ResCheck.rck 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.29 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments 6LA55 WINDOWS AND DOORS NOTES SSG I I GTIONS SITE WORK I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. <E)000' I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR IT 15 THE CONTRACTOR'S RE51PON5151LIT`(TO KEEP TH15 CON5TRUCTION DOCUMENT ENDED 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER TOGETHER AT ALL TIME5. IT 15 AL50 THE CONTRACTOR'S RE5PON51BILITY TO READ ALL NOTE5, 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, CLEARANCES ARE PROVIDED. INSULATION FENESTRATION RQU I �� SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLAN5 PRIOR TO WORK RECEIVE CLARIFICATION FROM ARGHITEGT/ENOINEER PRIOR TO PROGEEDIN6. R�MENTS I OO.00 TITLE PAGE 3. ALL 5LIDIN6 6LA55 DOORS, SKYLIOHT5, AND ANY 6LA55 UNIT INSTALLED 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, NYSEGG 2015 TABLE GENERAL STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. UNLE55 OTHERWISE NOTED. COMPONENT PROPERTIES I. NO WR402.1.2 WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE STOCKPILE ALL EXCAVATED MATERIALS. COMPLIES AA^ APPLICABLE BUILDING DEPARTMENT. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE MANUFACTURER'S SPEGIFIGATIONS. R-13 CAVITY INSULATION MIN. R-13 + R-5 AS PER 7GENERAL2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT I5 UNSUITABLE FOR EXTERIOR WOOD FRAME WALL R-VALUE R-5 CONTINUOUS INSULATIONTABLE 402.1.2 OF NYS YES . NOTES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEWYORK STATE ENERGY CODE - ZONE 4 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ENERGY CONSERVATION CODE. UCTURAL DESIGN CHARTS 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. R-50 - 10" OWENS MIN. R-49 AS PER TABLE { 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR ROOF R-VALUE CORNING FOAMULAR 402.1.2 OF NY5 ENERGY 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES YES AND AUTHORITIES HAVING JURISDICTION. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. 250 RIGID INSULATION CODE - CLIMATE ZONE 4 MECHANICAL, FUEL OAS: 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL NY5EGG 402.1.3 AND TABLES -200.00 HOEDOWN ANCHOR BOLT' 4. THE NNOTEONNFIRBOR NO I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM YES NYC MECHANICAL CODE AND FUEL OAS GODS LEAKAGE 0.30 CFM/SF U-FACTOR=0.35 MAXIMUM ' STRAPPING & NAILING DETAILS � k 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 AIR LEAKAGE=0.30 CFM/5F SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. MIN. R-49 AS PER TABLE �S SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROCEEDING STRUCTURAL DESIGN LOADS hv WITH THE WORK. MECHANICAL CONNECTIONS: 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH GEILIN6 R-VALUE R-49 INSULATION 402.1.2 OF NYS ENERGY b. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE CODE - CLIMATE ZONE 4 YES � �./® SITE PLAN UNLE55 APPROVED BY THE ARCHITECT/ENOINEER. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS "SIMP50N" MANUFACTURER. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, PROJECT/ZONING DATA s BEFORE THE START OF FRAMING 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE 5EVERAL REQUIREMENTS. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY TABLE R501 .1 LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED TEMPERED 6LA55. ALLONABLE DEFLECTION OF STRUCTURAL MEMBERS .O® DEMOLITION PLANS 4A 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL IN5PEOTIONS, APPROVALS, MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. CARPENTRY CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Flo = V75) UNLE55 STRUCTURAL MEMBER ALLOWABLE DEFLECTION W SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY OTHERWISE NOTED. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN ARCHITECT82. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN RAFTERS HAVING SLOPES GREATER THEN 3/12 L/I80 -®®.® I FOUNDATION PLAN SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM W PERMISSION FROM THE ARCHITECT. . ALL CONNECTORS SPECIFIED AS A 'SIMPSON' TOP MOUNTED BEAM HANGER 2. MIN. FOUNDATION EXPOSURE. YJ/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. FIRST FLOOR PLAN ~ 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 V RESPONSIBLE FOR DESIGN INTENT ONLY. INTERIOR WALLS 4 PARTITIONS H/180 PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb„ V J 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. ELECTRICAL: FLOORS 4 PLASTERED CEILINGS L/360 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. AT FLUSH FRAMING USE 16 GAGE METAL J015TS HANGERS BY "TECO" OR 1`� ,®® SECOND FLOOR PLAN Q TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL TO 2011 NATIONAL ELECTRIC CODE, NFPA '70 AND 2015 INTERNATIONAL ENERGY EQUAL. ALL OTHER STRUCTURAL MEMBERS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK CONSERVATION CODE. L/240 ROOF FRAMING PLAN 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN BROOM GLEAN. WEXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON FLOORS, ROOFS, AND ALLS. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL COMPLETION OF WORK. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 ��®®.O I SECTIONS AND ORDINANCES. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: U.O.N. - GENERALLY, VERIFY OR PROVIDE HARD WIRED EXTERIOR WALLS - WIND LOADS VV/ FLEXIBLE FINISHES L/120 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SMOKE DETECTORS w/ BATTERY BACK-UP IN: -1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2' SEARING DESIGN DETAILS THE SU5-00NTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF PROJECT. A. EACH 5LEEPIN6 ROOM 5. MIN. HEADER TO BE (2) 2"x10 UNLE55 OTHERWISE NOTED. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, B. OUTSIDE OF EACH SEPARATE SLEEPING 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE STRUGTUi�?,L D�SIC�N LOADS A-700.01 - ARCHIT'EGT/EN6INEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND AREA IN THE IMMEDIATE VICINITY OF P.T. DESIGN DETAILS 1 AOAIN5T ALL CLAIMS, DAMA6E5, LOSSES AND EXPENSES, INGLUDIN6 THE BEDROOMS (GENERALLY THE HALLWAY) ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENING SCHEDULE *" THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) G. EVERY LEVEL OF DWELLING ON PAGE A-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND USE LIVE LOAD DEAD LOAD 15 ATTRIBUTABLE TO BODILY INJURY, 5I0KNE55, DISEASE OR DEATH OR TO (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR,ETC) ROOF AND 15 OF GDX GRADE, UNLESS OTHERWI5E NOTED. SEE FLOOR PLANS INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EXTERIOR BALCONIES 60p P 5f 15 sf ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN APPLICABLE. �®800.0 I ELEVATIONS s WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE INSULATION 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. DECKS CONTRACTOR, ANY 5UBGONTRAGTOR, ANYONE DIRECTLY OR INDIRECTLY I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED 40 psf 15 psf EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY NAILING A5 PER FASTENING SCHEDULE ON PAGE A-I AND GLUED, U.O.N. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A FOIL TO BE PLACED TOWARD WARM SIDE. 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR PA55ANCER VEHICLE GARAGES 50 psf A5 PER PLAN PARTY INDEMNIFIED HEREUNDER. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION APPROVED EQUAL. AN 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT � ®®,®® PLUMBING RISER DIAGRAMS OF CONCRETE, ETC.. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR FOUNDATION WATERPROOFING. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, 5PEGIFICATION5, u 14. PROVIDE 'X' GROSS BRAGIN6 AT J015T5, 5TUD5, AND RAFTERS WHEN SPANS GAS RISER DIAGRAM APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: ' AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN EXCEED 8'-O" AND AT EVERY 8'-O". ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf - 9' R-30 FOR FLAT GEILIN65 AUTHORIZATION OF THE ARGHIT'ECT/ENOINEER. - 5.25" R-306 FOR VAULTED AND CATHEDRAL GEILIN65 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PACE I9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION A_2 5LEEPIN6 ROOMS 30 psf 15 psf NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS - 5.25" R-21 FOR 2"xb" WALL GONSTTZUGTION PERTAINING ARE T BE FIELD VERIFIED. - 5.25" R-21 FOR FLOORS Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS STAIRS 40 psf 15 psf NECESSARY. Z 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL F-XI571NO WORK GUARDRAILS AND HANDRAILS 200 psf 15 psf 0 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. DRIVEN PILES 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAOE5 A-1 I. ALL TIMBER PILES SHALL CONFORM TO THE MOST REGENT EDITION OF A5TM THROUGH A-3 • W 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S D-25 - SPECIFICATIONS FOR ROUND TIMBER PIi.E5. TIMBER PILES SHALL BE12 psf FOR ATTIC m 5PECIFICATION5, UNLE55 NOTED OTHERWISE. MONITORED AT THE PROJECT SITE TO A55URE 'HEY MEET PROJECT I8. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. O SPECIFICATIONS. PILE LENGTHS, BUTT DIAMETER5, 4 TOE DIAMETERS SHALL BE GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MEASURED 4 RECORDED, AND PILES THAT DO NOT MEET THESE REQUIREMENTS FLOOR SHALL NEVER EXCEED A ib" SPAN. SHALL BE REJECTED. Q 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY la. AT ROUGH OPENIN55 PROVIDE ALL APPLICABLE NAILING AND STRAPPING *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH � UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2. PILES SHALL BE OF DOUGLAS FIR, GLEAN PEELED,UNIFORMLY TAPERED, AS PER PAGE A-1 THROUGH A-3. ASCE T-Io (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) o COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. AND ONE PIECE FROM BUTT TO TIP. PILES SHALL HAVE A MINIMUM TIP 0 O DIAMETER OF 8" AND A MINIMUM BUTT DIAMETER OF 1211, MEASURED 3' FROM 20. "P.T." 5PEGIFIE5 PRESSURE PRE5ERVATIVELY TREATED LUMBER IN v THE END OF THE PILE, U.N.O. ACCORDANCE W AWPA 622;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD CLIMATIC AND OEOORAPHIC DESIGN CRITERIA TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER w m 3. THE 5TRAICHTNE55 OF PILES SHALL BE OBSERVED TO VERIFY THAT A METAL BY REPEATED BRUSHING, DIPPING, OR 50AKIN6 UNTIL THE WOOD Z CODES AND REFERENCE STANDARD: STRAIGHT LINE FROM THE CENTER OF THE BUTT TO THE CENTER OF THE TIP ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, &ROUND SNOW LOAD 25 LBS I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL LIES ENTIRELY WITHIN THE BODY OF THE PILE. CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 0 0 BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY MANUFACTURER SUCH A5: HANOER5, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, BASIC WIND SPEED 130 MPH MAINTENANCE CODE. 4. PILE5 SHALL BE FREE FROM SHORT CROOKS THAT DEVIATE GREATER THAN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 2.5" FROM STRAIGHT IN ANY 5' LENGTH. SOUND KNOT5 MAY BE NO LARGER ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. ui � 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF THAN I" THE CIRCUMFERENCE OF THE PILE AT THE LOCATION OF THE KNOT. EXPOSURE CATEGORY B Q N WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: O CN CONSTRUCTION MANUAL BY AF 4 PA. 5. ALL TREATED TIMBER PILES MUST BE PRESERVATIVE TREATED IN A. TRU55 JOIST MGMILLIAN 1.9E MIGROLAM SEISMIC DE51ON GATE60RY B COMPLIANCE WITH AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) 03 B. GEORGIA PACIFIC 2.OE 6-P LAM 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING STANDARDS. PRESERVATIVE RETENTION SHALL BE 0.61 LBS/FTs. PSL (PARALLEL STRAND LUMBER) DENOTES > CODE. A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM WEATHERING SEVERE Lu 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL b. OUT ENDS AND DRILLED HOLES OF TREATED TIMBER PILES SHALL BE ALL TO BE INSTALLED AS PER MANU. 5PEG.'s H_ MECHANICAL GORE AND 2015 INTERNATIONAL FUEL 6A5 GORE. TREATED WITH THE SAME PENETRATING PRESERVATIVE AS BASE TREATMENT FROST LINE DEPTH CHEMICAL. 22. FOR NEW WALL5, A PERFORATED 5HEARWALL SYSTEM I5 USED. THED CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, �C� 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, PLUMBING NOTES, AND TABLES ON PAGES A-1, A-2, 4 A-3. THE FASTENING SCHEDULE TERMITE MODERATE TO HEAVY hA• N NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION GORE. 1. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DPW) SPECIFIES THE REO'D NAILING FOR THE 5HEATHIN6 (ANY NAILING 5Y5TEMS TO NYC PLUMBING GORE AND NYC DEP REGULATIONS AND NYC SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ICE BARRIER REQUIRED YES BUILDIN55 BULLETIN 2005-005. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PE0.15). , GENERAL WIND PROTECTION CONNECTION NOTES: 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNPJFLOOR PLANS. ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL CONSTRUCTION;5STD 10-99 AND 2015 SBG HIGH WIND EDITION WOOD FRAME 3. ALL WATER PIPIN6 TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 23. COLUMN BEARING AS FOLLOWS: AND AT BASE OF VERTICAL WASTE PIPES. WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, 6 �5 y CONSTRUCTION � O 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT �OF NE� 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT FOOT. SECURE w/(2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS _t INCLUDED IN THE STANDARD BUILDING GODS, SECTION 2306 OF IBC SHALL EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN5 (® MIN. Ib" 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXP05ED - DISH WASHER.........................................2" WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL - KITCHEN SINK........................................2" (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. - LAVATORY...............................................2" IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ PROJECT: 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL - SHOWER/TUB..........................................2' STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE - TOILET........................................................3 U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUD5, HEADER STUDS - LAUNDRY .................................................2' ELI 0 D R 0 MYTI S AND AT LEAST ONE STUD AT EACH SIDE OF OPESET bNING. - FLOOR DRAIN..........................................5" w/b" RISE 4 U.O.N. . 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL- ADDITIONAL INFO. 15 FOUND ON PA6E5 A-I THROUUGH GH 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING DIST., UU. N. A-3. RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED 6. ALL SYSTEMS TO HAVE ONE 3' MAIN VENT STACK AND INCREASED TO 4 RESIDENCE IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. THROUGH ROOF. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46 AND EVERY 7. PROVIDE FROST-PROOF HOSE 5165 WITH EA51LY ACCESSIBLE DRAIN 4 16" WITHIN 4' OF EXTERIOR CORNERS. DRAIN COCKS AS REQ'D. HOSE 5165 SHALL BE PROVIDED WITH BACKFLOW 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED PROTECTION. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 600 LEETON DRIVE OF J" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED SOUTHOLD, N.Y. 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR WITH BACK FLOW PROTECTION. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IIN GONGRETE/MA50NRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS 9• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. HEALTH DEPARTMENT STANDARDS AND REOULATION5. DRAWING TITLE: 10. APPROVAL AND INSPECTION 15 REOUIRE12 BY LOCAL JURISDICTION PRIOR GYPSUM WALL BOARD TO CONGEALMENT OF PLUMBING. GENERAL NOTES I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. 11. NOTCHING AND BORING OF STUDS, JOISTS,RAFTERS AS PER BUILDING CODE. 17- rc ' PROJECT/ZONING DATA NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED Drp)),, 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS NOR ANY POTENTIAL DAMAGE THEREOF. �Ir� OTHERWISE NOTED. WATER RESISTANT (HR) AT BATHROOMS AND WHERE ° T� i, D DEEMED APPLICABLE. PAY 3 1 2019 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET AGE: 7. IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL �'Yi T oA-10000 :1 CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 4. FIN15H JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND DATE: 05/29/19 ALL OPENINGS. 2 OF 10 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-I. 0 ALL WINDOWS 4 DOORS SHALL BE ANDERSEN E SERIES; 'DARK A5H' ALUMINUM GLAD EXTERIOR WITH FINISHED 0 E N E A L WOOD INTERIOR; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "A-200" FOR NAILING 4 5TRAPPING DETAILS. 1 DG7 G ART. EXI5TING TO BE DEMOLISHED Q HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP �--{ EXISTING TO REMAIN WINDOW ROUGH OPNIN6 " WINDOW DIMENSION CLEAR �---1 . CARBON MONOXIDE GALL-OUT TYPE GLASS MODEL # OPENING ',. WIDTH REQ'D: 20.. HEIGHT REQ'D:24" STL. WNEN �ENDAPPLIGABLE) O DETECTOR WIDTH;;::," "` , -IEIGF{C .. WIDTH HEIGHT OPEN REQ'D: 5.7 S.F. A 2 WIDE 2-CMT2650 8 S.F. PER O HARD WIRED SMOKE AND CARBON CASEMENT NEW PARTIAL HEIGHT 5M/GO MONOXIDE DETECTOR COMBO B7F CASEMENT TEMPERED GMT 15 50 " " WOOD FRAME (L.G. 5TL. w/ BATTERY BACK-UP -5 5-OIL I WHEN APPLICABLE) �-�--�• � NEW FOUNDATION WALL ® FAN w/ DAMPER G STATIONARY TEMPERED GMT2650 ;" 2-b" _ N 1-15'" n i,, '"-O 2-6 5-O �� ---� 2 WIDE ,_ r," N 6, �". ,,. 5,_O 6_O 50 G.F.M. EXHAUST D CASEMENT T2660 CASEMENT ® POST FOR 4" WTRULGTURAL FL w/ADAMPERT GOMBP E _ CASEMENT TEMPERED GMTI5 60 IF _j "�'_ '-O.` N" i (MIN. (2) 2"xb" STRUCTURAL F STATIONARY TEMPERED CMT2660 '-b;`"l N; '-C? ".'" =:2 E&7'-0" POST FOR 6" WALL5), U.O.N. 2 G STATIONARY TEMPERED CUSTOM r' "" 2'-O" H CASEMENT CMT20505'-O -O" 5-O J CASEMENTIF GMT2060 <"",2'-O "" ' 6'=0 " "'" 2'-O" 6'_O"' K GLIDING 5LD6046 (?`-4i " '`"4'-6:' 6'-0" 4'-6" W L DOORS GPb068 :.b'-{7" �r . ;"6"r�& ,. ';' I 6-all M DOORS 4P5P12080 ` Il'„Ip 8`-O " I I'-10 „ 8,_0„ W HINGED ~ V N DOOR HPI3280 5.=3 8,=0 c:; 3-2 8-O a: J HINGED P DOOR G2 SIDE LIGHT HPI 1480 5 R GLIDING 5LD4050 4'-0:j" 4'-O" VELUX S SKYLIGHT M04 =6. ` ;'" %2-62-6 �2_& 8 " �'-bye" 2'-1I" 5'-6" 7'-b" FLOOR PLAN NOTES 7-by2 27'-b° NEW SIMP50N OALV. NEW (2) P.T. 2'x10 Q HDU2-SDS2.5 HOLDOWN5 DROPPED BEAM NEW (2) P.T. 2"x10" II'-5" DOOR NOTE: AS PER DETAILS DROPPED BEAM_ 2 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED - - - - - - - - - - - -- - - - - -_ - - - - _ - - T T T T T T T � OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). I I I I I I 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'ANDERSEN'. II I I I I I PN. 3.DOOR TYPE TO SELECT 11 NEW 6.5" THK. REINF. 1 p` I 1 I I I I I I I 4.INSTALL AS PER MANU SPEC.'S I NEW(2) P.T. GONG. DECK w/VERGO ' - FRONT ENTRY DOOR EGRESS NOTE: 20 GA. PLW2 DECKING `t N Q 1 � 8_ 1 L L L .1 .1 1 .J I. V.I.F. FRONT DOOR HA5 MIN. 32" CLEAR OPENING ' -w Q " = O I - DN. WHEN DOOR 15 OPEN q0° 0 1 x IA 1 .p NEW SIMP50N m N � 1 D. 0 cV 1 ' 3.JACK2. IDE AND2KING STUDS AS PER PAGE A-200 �?�z GALV. LU528-2 v w I dJ ( an d I w -i HANGERS w F Q 1 I - J O z Q iy w R w POOLSTAIR t RAILING NOTE: 0 Ow 0 a = N4-6 DEPTH2Nc� l � x� 11 I 4 MIN. qW Tr STAIRS IR 5ERSL HAL BE CLOSED Ri DECK _ 2. 'TUSCANY' ALUMINUM RAILING BY DIGGER z Q r SPECIALTIES INC. IN BLACK COLOR m Q NEW 2 P T 2"x10" _ _ is 3. 36" HIGH GUARDRAIL b SPINDLE 5PAGING " c NEW 6.5" THK. REINF. DROPPED BEAM NEW (2) P.T. 2"x10" NOT TO ALLOW PA55A5E OF A 4" 4) SPHERE; DROPPED BEAM O` J 0 GONG. DECK w/VERGO - 36" HIGH HANDRAIL k SPINDLE 5PAGING NOT z 20 GA. PLW2 DECKING _ TO ALLOW PASSAGE OFA 4 SPHERE II tm 4. ORIPPABLE RAIL AS PER GORE O 2 II I I '� _ _ _ - - - - _ - - _ - _ _ - - _ - - LINE OF SECOND FLOOR ABOVE _ _ g °- 2'-10" 2'-4y2" - S4'l' 1. SMOKE DETECTOR / C:' DETECTOR NOTES: O ACCESS PANEL 0_/ Q� Q O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT E6 -CF- P.T. _ LOUVERED WALL NEW (2) 2"x10" _ - - - n ® -- _ LLJ HARD HIRED TO EACH OTHER. W BAITTERY BACKUP.DETECTOR DROPPED BEAM U -j w dJ UTILITY CLOSET x x x " 2.INSTALL ALL AS PER Mt+NU. SPEG.'s U ;n w W I �'' iv - `�t' �*'" 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR Z 0 PILE r O I r + OUTDOOR " " SIMPSON SHEAR PIER W/ Ix AZEK N = � ' f'� I 5 IN COMPLIANCE WITH LOCAL GORE WRAP (TYP) LOCATION ' w CENTER WINDOW:GN CENTER DOOR WALL _ a INBETWEEN z 3 b K SLIDERS ABOVE M WINDOW NOTE: q'-5y4" 8'-nl/211 g_�4 a+ ( SLIDERS ABOVE O4 0 'Y 5'-6" z I A- 6'-?,Y2" 8'-103¢" ii'-loy4" 5'-234° _ I ANDERSEN 1E SERIES CASEMENT DOUBLEHUNG, OR 1= _ OLIDING AS NOTED) INSTALL A Fes- U 5 PER MANU. (� _ SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE IN w NEW (2) 1.'15"x11.875" G.P. NEW (2) 1.75"x11.875" G.P. NEW 2 1.75"x11.815" G.P. „ „ ,.:. : : . .: .........", .. �71.75 x11.875 6.P. 2.0E LVL FLUSH BEAM 2.OE LVL FLUSH BEAM 2.OE LVL FLUSH BEAM 2.0E LVL FLUSH NEW 2j REF. p NEW (3) 1.75"X11.875" 5 "GLASS WINDOWS AND DOORS" ON PAGE A-100 �I j o p 4 5 O 5 I W(2) STEEL FLITCH PLA 5 4 2.IF CASEMENT WINDOWS - ALL 05MNT WNDW5 O 0 1 O Q Q BEAM 2"x10" HD 0 Qr ' SHALL HAVE 5TRAIOHT ARM HINGE WHEN Lu ;� II z iv w m N�I 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE U U 11 r I 1 dJ > NEW (3) � 1 TILT WASH dJ Uzi dJ�i - `� zv NEW (3) J 2 xb zo w dJ 4.ALL GLAZING WITHIN IS" OF FF 4 AT STAIRWELL 1 x-1 p w w Q POST w z xl TO BE TEMP. GL. w p x J x J 1 , _ 0 ILO 2'x6" O 0- H LL NEW 11.875" OJ314 r KITCHEN - 0' POST SIJ - 0= " J a r r J r J m v� U.p _ EGRESS NOTE: p 04 TRIFORGE OPEN-WEB ( T IN COMPLIANCE WITH NEW YORK STATE BUILDING " c�V F.J. ® Ib" O.G. 0° 0° _ 1� w w I O - v Iv z - a CODE, SECTION R310.2.1;THE FOLLOWINO MEANS OF O wry 1 K U-C Q w IL�? EGRESS SHALL BE FOLLOWED: w + z" I z O O z �Iz Z _ NET CLEAR OPENIN5...........5.1 S.F. NEW 11.875" OJ415 ° O = =W LIVING d) \ NET CLEAR HEIGHT............... 24" MINIMUM • -' w ROOM - �, x a in II�Q tOQ l�Q r m r,QR. . - TRIFORGE OPEN-WEB m NET CLEAR WIDTH.. ........... 20 MINIMUM F.J. ® 16" O.G. m QED ARC Lu 3-b 7-O WINDOW/DOOR FRAMING: I r ql r x �Izn 5 O SEE PAGE A-200 FOR FRAMING M pp 1 �0,� �� Cp � I�� _ uz� a ELEMENTS AROUND DOORS AND O z x; 11 x-1 O D ry Q 4 WINDOWS (TYP. FOR ALL)U.O.N. I.n L '�' I = z 2 O I r 12" WOOD PILE ^> 12" WOOD PILE TYPE 'A' O w J NEW LAUNDRY ROOM: j PIER W/ Ix AZEK "J PIER W/ Ix AZEK HOLDOWN c�V J O PANTRY NEW (3) z xl Ob I. NEW WASH / DRY HOOK UP I ` w WRAP (TYP) w WRAP (TYPJ (TYP.) w NEW (3) 2°x4" - 14'-8" 2.COORDINATE LAUND. ROOM d DOOR �O. 3Q I Q m I z I z" z" 2"xb" PO5T5 3'- S'-O" NEW (2) J -� DIM.'s w/51ZE OF EQUIP. 03740 O P05T 2"x8" HDR (V 3.PROVIDE HOOK UPS A5 RE015 PER `y' _ _ NEW 2) 1.75"x11.875" G.P. MANU. �y FF-7-7- w ZOE LVL FLUSH BEAM �F rI E D GL. D_ 5_6 i=X Q DRYER EXHAUST NOTE:6iyCLSIMP50 I. DUCT SHALL TERMINATE TO EXTERIOR Ilin m I II NEW SIMPSON O DININ��6ALV. HU51.81/10 ROOM A+ b� ROOM O dJ " 4 5 HALL 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY I" NEW 11.875" OJ315 �'�+ ( 5 b OPENINGS PROJECT: N = dJ N HANG _ 4 1 3.DUCT SIZE AS PER MANU. _ x - :p TRIFORGE OPEN-WEB = x IL ►� x-1 R A 5 �+ I F.J. ® Ib" O.G. j Q I 5 yob D HALL BE EQUIPPED w/A BAGKDRAFT DAMPER A in �-.. - w r A r �* I 5 A 5. DUCT DUCTS SHALL NOT BE CONGEALED WITHIN - _ _. ... J - in - ._ ........ , ..... ry _ _ __ MYTIS A-60 I -> -> r:J I � NEW WALL ;(1 �dJ - ^ A-60 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO N J N I NEW 11.8'15" OJ314 J I I NEW (3) HUNG WATER z x ow CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Lu TRIFORGE OPEN-WEB N w 2"xb" POST HEATER " . b� �+ 5Qxba BIFOLD_ x O SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO O F.J. ® I6" O.G. w" z" O 1 (� RESIDENCE ivy+ s ^ " EXCEED 8 FEET AND SHALL BE LISTED AND LABELED z z" 5 10'-5" �- -� LNDRY. ' IN ACCORDANCE WITH UL 2158A. NEW (3) 1.-15"xIIb75" G.P. Q' d F- -� (V NEW 11.875" 0J314 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID 4 Q i 10 CLOSET TRIFORGE OPEN-WEB _2.OE LVL FLUSH BEAM _ NEW 3 1.75 x11,875" SM/G_0 _ = METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS �L - - F.J. ® Ib" O.G. w Q w 0 rrf ET 5 REQ'D J LVL FLUSH HDR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST O O AI F MING (x '� 2¢x6$ 8' q" 6 'n DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 600 LEETON DRIVE 1 0 w p " �? 0. DN. w IN 5 I 2Q b� m z� SCREWS ILO 0, O Q _ 'rte 0 LO 1 5 DN R. 2 8' I 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER SOUTHOLD N.Y. 11971 1 in U= Ow 0 = Ow R. it ® 8" m 1 c- = T. ® lo" _ LOCATION THE HALL ROOF TERMINATION. Q m I = U)m T. ® 10 ' i = dJ STUDY U)u FOYER 5 MAX. LENGTH OF THEUCTRSHALL BE REDUCED 2.5 E 1. ►n "z U) IN 3: (I x J " ® " ® N dJ NEW 11.875" OJ315 '�® 1 5 - ^p FEET FOR EACH 45° BEND AND 5 FEET FOR EACH qo° _ r z _ _ RC - (� NEW(2) �, BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES r u� x NEW 1.8 5' J314 w TRIFO E OPEN-WEB I r J J k - J r - 0 75"x11.8,5 m = DRAWING TITLE: w m U- = w w U- TRIFO GE OPEN-1,03 J - 8 F.J. ® I6" O.G. L T NOT INCLUDE THE TRANSITION DUCT. _ Q 8 w- LVL FLUSH 2 -> r ►n r F.J. ® 6" O.C. 1 2 6 HDR .p = I z x w r ? 8'-O"WIDEx7'-0°HIGH ry J r b'-O"WIDEx7'-o"HIGH w I TYPE 'B' "' 1Oy4" r " FOUNDATION PLAN N 6ARASE OVERHEAD I z 6ARASE OVERHEAD ( " I I d m EW (2) 1 7 J O HOLDOWN N UP G ELECTRICAL METER: z z DOOR NEW (2) 4 2'x8" HER r 4 5 NEW ELEC. METER AS PER NY5 w DOOR u� (TYP) z ® II qy O NEW 7 Q - ! MEGH. CODE, d UTILITY 00. 2 x8" HDR _ OALV. HSS 4"x3"x " STEED _GALV. H55 x3"x " STEEL 2.OE LVL FLUSH BEAM - - w - STANDARDS �.- - z " " SIMP50N RECT. BEAM - - - r - - REECT. BEAM - 7 I ( -I - SHEAR HALL ELECTRICAL PANEL: NEW ELECTRICAL PANEL 4 5 Q ( F 4 1 F 2-q" LEAVE 3 GAP O LOCATION;ALL N. R. 12 8" BETWEEN INSTALLATION AS PER PAGE: I I I I I I I I I m ENTRY ORGH T.�10 10' STAIRWELL d NY5 ELECTRICAL CODE EXTERIOR WALL FURNACE AND CONDENSER: I. REEM Rg6T GAS FURNACE (OR EQUAL) A-400m0l. m - - - 8,_8, D O 2. REEM RAI6 165EER 5 TON CONDENSER (OR NEW (2) EQUAL). f0 al O 3. PROVIDE RACKING SYSTEM AND SECURE TO 2"x8" HDR ROOF STRUCTURE, SEAL ALL PENETRATIONS. � J WALL HUNG WATER HEATER: DATE: 05/29/19 5 OF 10 .2 .I�3'-b"- 10 1. REEMATER(OR EQUAL) LN OAS WATER NEW GENERATOR: II I. PROVIDE NEW GENERATOR,51ZE FOR BUILDING ELECTRICAL USAGE. PROVIDE RACKING SYSTEM AND SECURE TO ROOF STRUCTURE, SEAL ALLFOUNrJ)ATION FLAN FIRST FLOOR PLAN s PENETRATIONS. 2 2 I 2 I 2 A TOP_ OF _BULKH_EAD_______ ELEV. +43.3' NEW METAL GAP SECTION NOTES I 3 O NEW ROOFING NOTE (TYPJ: A-60 NEW HEADER ABOVE I. SEE DETAILS IIA-600 AND 2/A-600 ALL WINDOWS # TOP OF ROOF_PERIMETER _ DOORS AS PER PLAN NEW WHITE DUROLAST EPDM ROOF MEMBRANE (OR (y ELEV. +361.0' r (TYP.) O TYPICAL ROOF $ CEILING CONSTRUCTION: EQUAL); INSTALLATION,LAPPING OF SEAMS, AND d • NEW ROOFING AS NOTED AND PER DETAILS SEALING OF EPDM MEMBRANE AS PER MANU. I • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL SPEC.'S. PITCH TO GUTTER AT REAR OF BUILDING I � I NEW R-4q SPRAY PLYWD SEAMS) NEW PARAPET m I FOAM INSULATION 3 3 • R.R. AS NOTED ON PLANS (a SPANS OVER 8' WALL I 2 " " "ROOF INSTALL XBRIDGING ® CENTER OF SPAN, NEW IRIGID INSULATION NEW i" PLYWOOD PROPOSED FLAT ROOF U.O.N) ADHERED TO DEGKIN& ROOF DEGKIN6 NEW CANT ELEV. +35.5' I NEW R.R. AS PER PLAN 4 MIN. OF R-401 SPRAY FOAM INSUL. w/V.B. U.O.N. 4 L I '/- NEW WOOD 3 O TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): BLOGKIN& NEW HEADER ABOVE ZIP BOARD UPON ALL WINDOWS 8NEW R-4q DOORS A5 PER PLAN UPON WOOD FURRING STRIPS W/T" EPDM SPRAY FOAM ' 2 xb" STUDS ® I6 O.G. w/DBL. TOP PLATE w INSULATION_ (TYP) MIN. R-21 SPRAY FOAM INSUL. w. V.S.,U.O.N. O O 5/5" GYPSUM BD. WALL FINISH z C3:1Q NEW TJI ROOF NEVy "6YP. 5P.-/ dJ Lu 2X6 SILL PLATE NEW SIDING NOTE (TYP.): RAFTERS v ® WINDOWS. O I. INSTALL NEW 51DIN6 BY HARDIE REVEAL 2.0 UPON p j` 2.�" EPDM MEMBRANE UPON WOOD FURRING STRIPS PERIMETER OF ROOF LJJ MASTER MASTER INSULATION WRAPPED dJ 3.�" ZIP BOARD UPON m LAUNDRY FURNACE HALLWAY ! IN VAPOR BARRIER PROPOSED SE_GOND_ LO_OR BATHROOM _ BATHROOM 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION ELEV. +23.61' NEW F.J. AS PER PLAN 5. SIDING SHALL EXTEND TO THE BOTTOM OF THE U N-HARDIE GEMENT GIRDERW A �_ ' SIDING I FLAT ROOF DETAIL�. 5 TYPICAL WOOPILE $ WALL CON57RUGTION: A-600 = J D NEW HEADER ABOVE O (2) 2"xb" PTSILL PLATES w/COPPER TERMITE 50ALE: I" = I'-011 U J m ALL WINDOWS . .B it m DOORS A5 PER PLAN • SHIELD 4 1LL SEAL Q AND ANCHORING AS PER PAGE A-200 (TMP') TRAPPIN6 • INSTALL WOOD PILES PER PAGE A-'700 • B.O. WOOD PILES 22'-0" BELOW GRADE m� m NEW WHITE DUROLAST EPDM ROOF MEMBRANE (OR ALL THE ED&ES OF THE ROOF THAT ARE NOT PROTECTED EQ BY THE COPIN6 ARE REQUIRED TO HAVE THE ALV. DRIP z EAL NG OFLEPDM MEMBRANE AS PER MANUD STOP EDGE 6 D d� O NEW R-30 SPRAY FOAM INSULATION (MIN. R-30 AS w PER TABLE 402.1.2) PROPOSED FIRST FLOOR_\ v 2X6 SILL PLATE 3 GAP SPEC.'S. PITCH TO CUTTER AT REAR OF BUILDING ® WINDOWS. ELEV. +16.3' BETWEEN -- - 1 %\ �` STAIRWELL d A-�00 p NEW I" RIGID INSULATION EXTERIOR NEW J" PLYWOOD DINING PWDR. NEW R-21 SPRAY WALL LNDRY. POWDER ADHERED TO DEGKIN6 FLOOD RE515TANT ROOM ROOM ROOM FOAM INSULATION CONSTRUCTION ELEVATION GL. Roo D GKIN6 (DFE / BFE + 2') �� NEW F.J. AS PER PLAN — 'k 6ALV. DRIP-STOP EDGE ELEV. +15.0' I I 6 5 6 FOAM INSULATION NEW R-30 SPRAY RAFTERS ' FEMA (BFE) � I I NEW TJI ROOF NEWGYP. SD. ELEV. AE +13.0' I I 5 I PERIMETER OF ROOF INSULATION WRAPPED IN VAPOR BARRIER AVERAGE GRADE ELEV. +8.3' - BULKHEAD ROOF DETA I L SECTION A/A-600 SECTION E3/5-600 A-boo SCALE: 1/4" = I'-O" 50ALE: I/4" = 1'-0" U) z 0 HEADER PER PLAN C� EXTERIOR SHEATHING AS z SECURE HANDRAIL TO WALL ON AT PER SECTION NOTES Q LEAST ONE SIDE OF STAIR IN /'� I SIDING MATERIAL AS HEADER AS ACCORDANCE w/MANU. SPEG.'s; PER SECTION NOTES FRONT DOOR SPECIFIED ON S AND NOT PROJECTING MORE 0 THAN 4Y�" INTO STAIRWAY; BUILDING PAPER $ 1i0USE WRAP CARBON FIBER � PITCHED METAL J HANGER SEE HANDRAIL &RIP SIZES ADJACENT I TO FULLY OVERLAP FLASHING DECK RAILING BY 'SIMf'SON' OR Ea z — — — — �— — — SECOND LEVEL — w - - - - - - - - - - GAP FOR � H \ DRAINAGE 5/4"xb" P.T. DECKING zO O N.O.N. ON PLAN/ U 0 "Z" FLASHING SECTION/DETAILS) lys" MIN. SPACE BETWEEN WALL AND HANDRAIL \ 'v CU0) ir 3/a" PINE RISE s/4" PINE TREAD STANDARDS FOR GRIPPABLE HAND THRESHOL RAIL _ FLASHING PROVIDE o N 5r-ALE: NT5 DRIP EDGE D SIMPSON JOIST L6 P.T. DECK JOIST HANGER FOR 8" O GROSS SECTIONCOUNTER A5 PER PLAN F.J. ® 16" q �Q dJ z HANDRAIL JOISTS AS PER PLAN FASTENED w FLASHING O.G.;AS PER F.J. ri MIN. i CIRCULAR NON-CIRCULAR PLAN ix CLEARANCE 5/8' 4) x 5 LONG HEAVY DUTY GAL. " ROUNDED N051 Lu LAO BOLTS ® 16" O.G. INTO MUD SILL d METAL 6ALV. JOIST HANGER RIM BD.;WHEN ® FOUND. WALL FASTEN tb.•. w/Ya" RADIUS aw 4"-6Ya" BY '51MP50N' (OR EQUAL) ® (NOT INCLUDED IN ll'2' t PERI- 2Ya" w/ (2) 5/8"(P x 5" LONG APPROVED lj'a 2 EA. J015T TREAD DIMENSION) z MIN. METER MAX. MASONRY ANCHORS ® I6" O.G. ,, �RE[}A ~ O "Z" FLASHING \� F �Y M. p ' lU WOOD PIER N / HEADER A5 U W PER PLAN Lu (3) 2"x12" P.T. STRINGERS ® to tN '. �. w/R-21 INSULATION, IF UNDERSIDE �, L E D O E R G O N NEG T I O N DETAIL DROPPED IS PAGING STORA6ALVANIZED &E/NON-HASITAL SPACE STEEL SEAM �� m POCKETED THRU BOLTS J` 37405 5GALE: 1" = 1'-O" INTO PILE AS y0 )'s" GYP. BD. PER PLANS ;': pF N �•�. FRONT LAND I NO GANTEL I EVER DETAIL PROJECT: TREATED 2"x12" SILL A-600 FOR CONTACT w/GONG. 5r—.ALE- 5/4" = 1'-010 ELIODROMYTIS (IF APPLICABLE) FIRST LEVEL GHIM. CHASE SEGURINO @ STD. SIDE WALL RESIDENCE HardfePlank®Lap 51ding INTERIOR STAIR DETAIL (51M. ® CHASE WITHIN PLANE OF ROOF INTERIOR SHEATHIN w/STUDS TO ATTIC FLOOR 8 BLK'(5 TO SCALE: I/2" = I'-O" R/L SIDES w/STRAPPING TO R/L SIDES) O 600 LEETON DRIVE TOP PLATE ® p �m N WOOD FRAMING WATER RESISTIVE BARRIER SOUTHOLD, N.Y. 11971 CHIM. CHASE WALL z p v HardleVJrapTM or Equivalent NOTE: ALL DECKING SHALL BE FASTENED W COATED DECKING 50REW5 BY 5/4"x REQ'D NEW DECK 0 DRAWING TITLE: "DECK MATE" (OR EQUAL) HEIGHT P.T. RISER BOARDS A5 O z Q E— MIN. I I/4"OVERLAP SECTIONS NOTED ON P.T. DECK JOISTS AS � 3 O �' DESIGN DETAILS PLANS NOTED ON PLANS O 5/4"xb" P.T. IL z 4" THK. x 8" WIDE x DECK BOARDS ROOF IL d J z WIDTH OF STAIR P. GONG. PAD I"NOSING(TYP 0 IL INSULATION N z WHERE REQ'D o j— 0 REG-01 BLOCKING N 2"xb" P.T. BLOCK IN BETWEEN EA. u. 2"x BLOCKING ® EA. TO ALIGN w/ STRAPPING w 4 n STRINGER. FASTENED TO P. GONG. �`(Io°MIN TRINGER TO MATCH 51ZE ® EA. LEVEL ABOVE �, PAGE: II THE FIRST FL. ®z Q Lu EXTERIOR 5HEATHIN6 PAD w/ Y "C x 3-1/2 CONCRETE OF P.T. DECK JOISTS A-600m0l 50REW5 BY "GALIBURN" (OR EQUAL) - MIN. (3) 5GREW5 PER BLOCK , u, ' FASTEN STRINGER FLOOR/CLO. O x TO BLOCKING (MIN. 6 k GRADE NERS) GRADE 211x[2" P.T. STRINGERS DATE: 05/29/19 7 OF 10 e" ® 16' D.G. (MIN. 3 STRINGERS a EA. STAIRWAY) SIDE V I PLAN V I EW EXTERIOR HOOD STAIR DETAIL EXTERIOR WOOD STAIR DETA I L A-600 50ALE: 5/4"-= P-011 5GALE: 3/4 I O NEW POOL ABOVE BY OTHERS; INSTALL PER MANUFAGTURER SPEC I F I GATI ONS NEW 6.5 THK. COMPOSITE NEW POOL BY GONGRETE DECK (4,000 P51) W/ Q OTHERS; INSTALL 6x6-W2.cIx2.I1 WELDED WIRE O — ANCHOR PER IL j w MANUFACTURER GENTEBR I $ UPPER 2'5 OF SLAB, z O SPEC I F I GAT I ONS SEGURE IN PLAGE DUR I NO POUR. O 5/4" 0 H.D. CAL\/. O GARRIACE 5OL75 w/ END �� d z RSIZED TIMBER PILE w — Cp NUT AND (2) OVE X O 5UPPOR71NO DECK NEW 6.5" THK. COMPOSITE WOLM. PSL BEAM AS NOTED WASHERS; GOUNTER-51 NK GONGRETE DEGK (4,000 d � INTO BEAM AS REQ'D STRUCTURE PSI) W/ 6x6-W2.�x2.�f CALV SEALTON PLAN; �EN Lu 4 K (BEYOND); DEGK KWIKSEAL p 7- Lu -- - SUPPORTED WELDED WIRE FABRI G. WOODS I NDF-R 5GREWS __ SEPARATELY FROM D_ O p I- INSTALL BETWEEN CENTER Cp _- - POOL STRUGTURE d II ° ° a UPPER 3 OF SLAB, SEGURE GRADE F 71 N PLAGE DURI NC POUR. EXTEND PLYWD � 12" MIN. DIAMETER, SIDING 5" LOWER = FLOOR SYSTEM AS o ii MEASURED 3 -O GALVANIZED 20 CAGE w THAN TOP OF NOTED ON PLAN FROM BUTT OF PILE � VERGO PLW2 DECKING TIMBER PILE �„ (OR EQUAL) 0 (1) LAYER OF 8 THK. GYPSUMuj y k BD. TYPE "G", I N57ALLED PER ° GRADE U FIRE RATED MANUFAGTURER 5PEG'S OF TREATED, TAPERED 51 MPSON CAL\/. HDU2-50`52.5 v TIMBER PILE W/ MIN. HOEDOWN CONNECTING TIMBER Q SEALANT TRIFORGE OPEN-WEB JOISTS 22'-O" EMBEDMENT GALVANIZED 20 CAGE PILE, GONG. DEGK, l$ POOL VERCO PLW2 DEGK I NC PER DETAIL 2/A--100 BEAM AS FIRE RATED SEALANT (OR EQUAL) FLUSH NOTED 3E PLAN 12 MIN. DIAMETER, 8 POOL SLAB DETAIL z SCALE: 3/4„ MEASURED 5 -O WOLM. PSL BEAM AS NOTED ON PLAN; A-7o0 _ ,y 12” MIN. DIAMETER, = W FROM BUTT OF PILE GONNEGT USING CAL\/. SEALTITE I O MEASURED 3 -O O 1 KWIKSEAL WOODBINDER SGREWS FROM BUTT OF PILE C4 p I Lu PATTACHATES (PROVIDED) TO TREATED, TAPERED SIMPSON CAL\/. Hl".-)U2-50`52.5 MAXIMUM MAXIMUM FRAMING AND WSW .. LU TIMBERWOOD SHIM. PANEL BOTH SIDES U51NO PILE HOEDOWN CONNECTING TIMBER lod x 2y2° NAILS MIN. PILE, BEAM, GONG. DEGK, $ POOL FOR SHIMS GREATER THAN 'Ya", SEE MANUFACTU 5/4" 0 H.D. CAL\/. GARRI ACE 5OL75 W/ SPECIFICATIONS ALIGN WSW-TOW END NUT AND (2) CVERSIZED WASHERS; NOTCHES WITH GRADE GOUNTER-SINK INTO BEAM AS REO'D TOP BOTTOM OF TOP PLATES PLATES ~ 8" MIN. TIP DIAMETER; SHOULD LENGTH OF TIMBER FILE DFL, 5P OR TREATED, TAPERED TIMBER PILE p � -� DIFFER FROM PLANS, VERIFY MIN. TIP DIAMETER PER SGL WOOD Z ASTM D-25 - SPEG I F I GATT ONS FOR ROUND TIMBER P I LES 3" MIN. FURRING • • BLOCK NLp � I G 2 POOL SLAB DATA I L 21I MIN (REQUIRED OD SHEARNALL 2" - WOOD 5HEARWALL N FOR 5Y� -�Y2 A-100 MIN FRAMING 0 SCALE: 5/4" = 1'-O" MEMBERS) w SECTION SECTION ODE APPROVED - IT—^ CODE APPROVED 5" MIN. 5D5y4" x 4x FRAMING 6x FRAMING z I WATER RESISTIVE I I WATER RESISTIVE I BARRIER I BARRIER 3Y2 Q MINUMUM �" EPDMI MINUMUM �" EPDM I z " ZIP BOARD 7.5„ MIN. TIP DIAMETER; SHOULD FO5Ya"-5Y2” FRAMING, ATTACH DFL, 5P OR SGL n i i I I R LENGTH OF TIMBER PILE DIFFER I H" FURRING 8 Ij" GOUNTER5UNK WOOD FURRING BLOCK BETWEEN WSW PANEL AND w HARDIE REVEAL 2.0 WSW-TOW WITH SDS Y4" x 5Y2" SCREW5 (MIN.) OR Ibd 2 FROM PLANS VERIFY MIN. TIP 1 STAINLESS STEEL n �� PANEL VERTICAL COMMON NAILS (8 TOTAL FASTENERS FOR WSW12, 10 2 z " GYPSUM SIDING SCREW WITH FILLER FOR W5W18 AND 14 FOR W5W24). MINIMUM BLOCK 0 DIAMETER PER ASTM 0`-25 - � BOARD jL � 8 Ig" COUNTERSUNK t U �� SPEGIFIGATIONS FOR ROUND I 5TAINLE55 STEEL SCREW 2 5f AGING 51ZE 15 13/4" x IIYa" x WSW PANEL WIDTH. TIMBER PILES I WITH FILLER w °� HORIZONTAL o N I VENT STRIP j TRIM G G �I G /� I,�I DETAIL -•� I 6 T I MBAR I DETAIL HARDIE REVEAL rj S I MESO I�l Jl 1RY�ALL lJTA I J� I 2.0 PANEL A-7100 : 5/4" NRB TURNED 1 j SCALE: I = 1'-0" w SCALEINTO OPENING 1 VERTICAL SIDING A-700cr ---------------- ` 5TAINLE55 STEEL INCLUDED AN DRAINAGE FLASHINGJJ " ZIP BOARD , AIR SEAL B/W AIR SEAL a�'C DOOR AND WRB FOR 2X6 AND W I DER WALL FRAM I NO, r' PY DOOR OR WINDOW MIN. " FURRING OUT SLOTS IN TOP PLATES TO ALLOW O�� HEADER MSK HOLDOWN TO PASS THROUGH. DO �� „�' i NOT NOTCH DOUBLE TOP PLATE. Q , O y RIM JOIST, BEAM,--,,,, HARDIE REVEAL 2.0 370 O� OR BLOCKING5 AND 6 PANEL VERTICAL 51PINO T0 IF APPL I GABLE PLACE STRONG-WALL WOOD 5HEARWALL S O F OVER THE CARRIAGE 501-75 AND SEGURE #95 . N WITH WASHER AND HEX NUTS (PROVIDED). ST N COUNTERSUNK ,� I � 5TAINLE55 STEEL SCREW PLAN VIEW SNUG TIGHT FIT REQUIRED; DO NOT USE AN I WITH FILLER 6x FRAMING PROJECT: TOP PLATES IMPACT WRENCH. 2ND STORY STRONG-WALL WSW-TOW SHEAR STRONG-WALL' MINIMUM " EPDM WOOD 5HEARWALL CODE APPROVED WATER • USE 156" WRENCH FOR 7/8" NUT ELI 0 D R 0 M YT I S '/75" MAXIMUM WOOD TRANSFER PLATE . USE V:2" WRENCH FOR I" NUT WOOD 5HEARWALL RESISTIVE BARRIER SHIM. FOR SHIMS PLACE 2ND STORY WSW OVER THE MSK GREATER THAN */a", SEE �" ZIP BOARD HOLDOWN BOLT AND SEGURE WITH HEX MSK MANUFACTURER SEE MANUFACTURER . . o , , NUTS (PROVIDED). SNUG TIGHT FIT RESIDENCE 5PECIFICATION5. 5PECIFICATION5 FOR o REQUIRED; ALLOWABLE EDGE AND . . . BEARING FAGS DRILL ZONES , , HEX NUT AND FURRING DO NOT USE AN IMPACT WRENCH. BLOCK STRUCTURAL • USE I rX&" WRENCH FOR 'Ya" NUT 0 STRONG-WALL .. • ° WASHER VENT STRIP . USE IY2" WRENCH FOR I" NUT . . HEX NUT 600 LEETON DRIVE WOOD SHEARNALL • • • AND SOUTHOLD, N.Y. 11971 SPACING MINIMUM WA5HERRAL WSW HOLDOWN 5 DRAWING TITLE: -- -- 5TAINLE55 STEEL A-700 DRAINAGE FLASHING DESIGN DETAILS 4 HEX NUT AND BOARD MIN. 6" UNFINISHED GRADE CLEARANCE, 2 SLAB, DECK, A-700 57RUOTURAL ' WASHER OR SIDEWALK CLEARANCE, OR , LgJ CODE REO.D. WHICHEVER 15 ATTACH MSK HOLDOWN TO------ SECTION SECTION SMALLER FIRST STORY W5W PANEL L] 4x FRAMING: 6x FRAMING: � H.D. GALV. CARRIAGEGRADE USING IOd x 2Y2" NAILS MIN. SEE 5/A-700 FOR SEE 5/A-700 FOR PAGE: BOLTS w/ END NUT AND (2) CONNECTION CONNECTION OVERSIZED WASHERS IST STORY STRONG-WAL.Lm DETAILS DETAILS �� ®® ■ WOOD 5HEARWALL Ol S I MFSON SHEARNAL.L. DETAIL (2-STORY STACKED) DATE: 05/29/19 $ S I MPSON SHEARNALL DETAIL 4 S I MPSON SHEARNALL DETAIL � MALL SECT 1 ON DETAIL A-loo „ = ,_ „ OF 10 A-700 SCALE: I I O A-700 SCALE: NTS 5GALE: 1" = 1'-O" /'`-700 SCALE: 3/4" = I'-O" TOP OF ROOF_PERIMETER ELEV. +43.3' LAP HARDIE SIDING BOARD O p (DARK GRAY) TOP OF ROOF PER IMETERELEVATION NOTES: ------------- —__ I. ALL WIND WS CALLEDOUT ELEV. +301.0' Ik -.:*:•:a: WITH "T.6�SHALL BE .... TEMPERED GLASSHARDIE GEMENT SIDING BOARD •y t,{...,•• TG TG (LIGHT 6RA ) PROPOSED FLAT ROOF , Y ELEV. +35.5 \ / T.G. �.. TG TG \ \ \ \(LW O O\ O\ O\ �\ OG GO H H H H � F— U Li T.G. Lu PROPOSED 5EGOND FLOOR V. +23.01' O HARDIE GEMENT in SIDING BOARD m = (L I GHT 6RAY) , Q _ / \ / LAP HARDIE / \ SIDING BOARD m O - \ / O (DARK GRAY) k. \ \ \ \ J i0 '.. \ PROPOSED FIR5T FLOOR v \ / OD O OO O\ PROV. WOOD O\ O\ O\ LOUVERS ® J J J ELEV. +16.3' - --�` FOUNDATION TO TG \ EXTERIOR;BREAK O O D 50% FLOOD RE51 STANT GON5TRUGTION ELEVATION -- F.F. _ Ll 11 _ AWAY WALL AN _ OPEN/CLOSED (DFE / BFE + 2') ---� ELEV. +15.0' �_ � . � ' , FEMA (BFE) LOUVER .:•'' .^ "; >.�::. ELEV. AE +13.0'--- 5ARA6E DOORS;505K •?w•• ,sw OPEIN/GLOSED ;E' AVERAGE GRADE :;:: °•...; -.;::r �; PROV. WOOD LOUVERS ® ACCESS PANEL IN LOUVERED ELEV. +8.3 —'—' ado , �,',•+ w;n' FOUNDATION EXTERIOR WALL 5 ELEVATION (FRONT) 1 tO<-F � ELEVATION (ill C HT SIDE) 5GALE: 1/4" = 1'-0" 5GALE: 1/4" = P-O" W z 0 D > W m 0 z_ Q 0 z 0 N U z w z _ . .. . U 0 LAP HARDIE LAP HARD I E SIDING BOARD -- SIDING BOARD -- (DARK GRAY) (DARK GRAY) �- di 11 Q � O 04 U7 O W ei _ _ HARDIE GEMENT �I ". SIDING BOARD EDA (LIGHT GRAY) HARDIE (LIGHT 6RA ) �- 1 , GEMENT , r a , .. " .. .. Y Oc M. O'P , 2 OV - , i )� X3740 �p OF NES , ' , • a PROJECT: JI m. - E S RESIDEN, ' DROMYTI CE _ / \ 600 LEETON DRIVE i 0 r . . � OLD, N.Y SOUTH 11971 , �� . • . / 0 : 0\ DRAWING TITLE: , ELEVATIONS F.F. ABOVE-GROUND POO ABOVE-GROUND POOL BY -i:'• �•� ,' , A, BY OTHERS; INSTALL OTHERS; INSTALL PER `• `a'�'• `' .t.• 'r' PER MANUFACTURER MANUFACTURER ~" :�;: :•�!, 'n ._ ':��: ��..�: �:��: PAGE: SPECIFICATIONS SPECIFICATIONS "Y'''• f} "`�` •� :':' A-800mOl PROV. WOOD LOUVERS ® TIMBER PILES SUPPORTING TIMBER PI E5 5UPPORTING 3 "•�.• •`•.4• a;`• ti"c '�r;: FOUNDATION EXTERIOR ABOVE-GROUND POOL AS PER PLAN; ABOVE-6ROU D POOL AS PER • �` DATE: 05/29/19 9 OF 10 PILES ARE SEPARATE FROM PLAN;PILES ARE EPARATE FROM J STRUCTURE SUPPORTING HOME STRUCTURE 5 PORTING HOME AXIS""T ELEVATION (REAR) e®uTR ELEVATION (LEFT SIDE) SCALE: I/4" = I'-O" WA 50ALE: 1/4" = 1'-0" -' v �-D �oq .ICU_- .712-.._ iS.,.,? ��:, Ill,.'..^.r..�..• �. �'rr.`-.:^I�_ ALL. CO-3 Fir i_'.1Pr l) 1�[["Y �)rr fIIV r4�P7'_I YOFFK JFATE. i`��.) I,i_S, v'�F�i �•l.� �rI1 Qfl COI . � ;j I ;f'�iG�TI:. �. FI COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF f q♦p IU j _._.�.� SOUTHOLD TWtI TRUSTEES v N.Y.S.DEC w 77777771 CER I IFIC9 '"��, DETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior liclitint, installed,rcpt=ccd or repaired€'fall confolsV. to Cli ptcr 1'77. cf the Town Ccv* ' TRUSS PLACARDING REQUIRED —7 7M . . "" r door BSO cZ LU and ductWorlc testing required. LU DO NOT PROCEED V'WITIH a FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED, Must provide Manuals A D, J and S as per �,� &C 15o NYS Energy Code 3740"a O FOF f40 i s TIFICATION r ,Nf ! PROJECT: 'SAD CONTENT BEFORE `t=ICATE OF OCCUPANCY ^LDER USED IN WATER ELIODROMYTIS UPPLY SYSTEM CANNOT RESIDENCE I D E E„CEED2110OF1!oLE NCE ° , ARCHITECTURE ANTHONY PORTILLO, R .A. , LEED AP , EETON DRIVE �''�J�f ��`! SOUTHOLD N.Y. 11971 1,5400 MAIN ROAD 254 THSTREET, �,'ATERU,17 V�'i36 ITE r I E SU 256 & ..E':T�R �..�..��3Tom.:i f- ST yG E F02E C0VrER1,aG DRAWING TITLE: MATTITUCK7 N .Y. 11952 BROOKLYN , N .-Y. 11232 TITLE PAGE ¢. LLC 0:516-214-0160 0:716-572-4741 PAGE: T-100 DATE: 4/22/19 1 OF 10 kr GLASS WINDOWS AND DOORS F A(v E <E)000 :NOTES $ Si�EGIFIGTIONS SITE WORK I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED, I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2, VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, CLEARANCES ARE PROVIDED. INSULATION EENESTR TION REQUIREMENTS T- 100 TITLE PAGE SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK RECEIVE CLARIFICATION FROM ARCHIT'ECT/ENGINEER PRIOR TO PROCEEDING. 3. ALL 5LIDIN6 GLA55 DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. WITHIN i95" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, NY ECO 2015 TABLE GENERAL STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. UNLE55 OTHERWISE NOTED. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE STOCKPILE ALL EXCAVATED MATERIALS. COMPONENT PROPERTIES COMPLIES R402.1.2 APPLICABLE BUILDING DEPARTMENT. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE MANUFACTURER'S SPECIFICATIONS. R-13 CAVITY INSULATION MIN. R-13 + R-5 AS PER I O® GENERAL NOTES 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR EXTERIOR WOOD FRAME WALL R-VALUE R-5 CONTINUOUS INSULATION TABLE 402.1.2 OF NYS YES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CODE - ZONE 4 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ENERGY CONSERVATION CODE. STRUCTURAL DESIGN CHARTS 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. R-50 - 10" OWENS MIN. R-49 A5 PER TABLE 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ROOF R-VALUE CORNING FOAMULAR 402.1.2 OF NYS ENERGY YES AND AUTHORITIES HAVING JURISDICTION. ANY OTHER TYPE OF &LASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. 250 RIGID INSULATION CODE - CLIMATE ZONE 4 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY MEGHANIGAL, FUEL 6A5: 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL NYSEGC 402.1.3 AND TABLES A®200 HOLDOWN, ANCHOR BOLT, OF THE OWNER/BUILDER I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE 5CREEN5 AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM d NYC. MECHANICAL CODE AND FUEL GAS CODE LEAKAGE 0.30 CFM/5F U-FACTOR=0.35 MAXIMUM YES STRAPPING & NAILING DETAILS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 AIR LEAKAGE=0.30 GFM/SF SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. STRUCTURAL DESIGN LOADS WITH THE WORK. MECHANICAL CONNECTIONS: MIN. R-4a AS PER TABLE a. ALL WINDOW5 TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH CEILING R-VALUE R-4a INSULATION 402.1.2 OF NY5 ENERGY YE5 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE CODE - CLIMATE ZONE 4 -�®® SITE PLAN UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY THE GHARAGTERI5TIG5 OF THE ANDERSEN WINDOW SPECIFIED. THE PROJECT/ZONING DATA 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS "SIMPSON" MANUFACTURER. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, BEFORE THE START OF FRAMING 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL REGUIREMEN75. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY TABLE R501.7 LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRYVAY5 SHALL BE DM� 100 DEMOLITION PLANS 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED TEMPERED GLASS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. CARPENTRY CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER STRUCTURAL MEMBER ALLOWABLE DEFLECTION SPECIFICATIONS OF THE PRODUCT BEING INSTALLED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = e15) UNLE55 II. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY OTHERWISE NOTED. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN ARCHITECT 2. ALL LUMBER IN CRAWL SPACES TO BE 18" RAFTERS HAVING 5LOPE5 GREATER THEN 3/12 L/1950 ABOVE SCRATCH GOAT. MAINTAIN W PERMISSION FROM THE ARCHITECT. 8. ALL CONNEGTOR5 SPECIFIED ASA 8" MIN. FOUNDATION EXPOSURE. W/ NO FINISHED CEILING ATTACHED TO RAFTERS -�®® FOUNDATION PLAN SIMPSON" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE 5U55TITUTED WITH A TOP MOUNTED BEAM FIRST FLOOR PLAN = J 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. RESPONSIBLE FOR DE51ON INTENT ONLY. 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 INTERIOR WALL5 4 PARTITIONS H/180 U J PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. ELECTRICAL: FLOORS 4 PLASTERED CEILINGS L/360 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. AT FLUSH FRAMING USE 16 GAGE METAL J015T5 HANGERS BY "TECO" OR Jit-�®® SECOND FLOOR PLAN TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL TO 2011 NATIONAL ELECTRIC CODE, NFPA'10 AND 2015 INTERNATIONAL ENERGY EQUAL. ALL OTHER STRUCTURAL MEMBERS L/240 RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK CONSERVATION CODE. ROOF FRAMING PLAN BROOM GLEAN. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 2. CONTRACTOR WILL FURNI5H A FIRE UNDERWRITERS CERTIFICATE UPON FLOORS, ROOFS, AND WALLS. EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 � 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL COMPLETION OF WORK. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 �-�OO SECTIONS AND ORDINANCES. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA"12: U.O.N. - GENERALLY, VERIFY OR PROVIDE HARD WIRED 14�N 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF SMOKE DETECTORS w/BATTERY BACK-UP IN: -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING EXTERIOR WALLS - WIND LOADS HI FLEXIBLE FINISHES L/120 DESIGN DETAILS THE 5U5-COMPLETION ON OF PROJECT. FOR A PERIOD OF AT LEAST ONE YEAR AFTER A. EACH SLEEPING ROOM 8. MIN. HEADER TO BE (2) 2"xIO" UNLE55 OTHERWI5E NOTED. COMPLETION OF PROJECT. 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE STRUGTURL DESK�N LOADS A-700 DESIGN DETAILS ARCHITECT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND AREA IN THE IMMEDIATE VICINITY OF P.T. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING THE BEDROOMS (GENERALLY THE HALLWAY) ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) G. EVERY LEVEL OF DWELLING ON PACE A-I. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND LIVE LOAD USE DEAD LOAD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EXTERIOR BALCONIES 60sf 15 psf ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN APPLICABLE. p p /� WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE INSULATION I'm -aOO ELEVATIONS CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 1. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. DECKS 40 psf 15 psf EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. NAILING AS PER FASTENING SCHEDULE ON PAGE A-I AND GLUED, U.O.N. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A FOIL TO BE PLACED TOWARD WARM SIDE. 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN PARTY INDEMNIFIED HEREUNDER. APPROVED EQUAL. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING WALL5 FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY JJ�� BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT /"t-�®® PLUMBING RISER DIAGRAMS OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 sf 15 psf D TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, FOUNDATION WATERPROOFING. I' APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS GAS RISER DIAGRAM AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: EXCEED 95'-O" AND AT EVERY 95'-O". ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf AUTHORIZATION OF THE ARCHITECT/ENGINEER. - 9" R-30 FOR FLAT GEILIN65 - 95.25" R-306 FOR VAULTED AND CATHEDRAL GEILIN65 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE SLEEPING ROOMS 30sf 15 psf 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS - 3.5" R-I5 FOR 2"x4" WALL CONSTRUCTION A-2 p NEEDED, UNLE55 OTHERN15E SPECIFIED. ALL DIMENSIONS AND CONDITIONS - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION PERTAINING ARE TO BE FIELD VERIFIED. - 5.25" R-21 FOR FLOORS 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS STAIRS 40 psf 15 psf NECESSARY. 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REOUIRED ALL EXISTING WORK GUARDRAILS AND HANDRAILS 200 psf 15 psf WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. DRIVEN PILES 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I I. ALL TIMBER PILE5 SHALL CONFORM TO THE Mo,5T REGENT EDITION OF ASTM THROUGH A-3 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S D-25 - SPECIFICATIONS FOR ROUND TIMBER PILLS. TIMBER PILES SHALL BE 195. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC SPECIFICATIONS, UNLE55 NOTED OTHERWISE. MONITORED AT THE PROJECT SITE TO ASSURE THEY MEET PROJECT p 15 psf FOR OATH. SPECIFICATIONS. PILE LENGTHS, BUTT DIAMETERS, 4 TOE DIAMETERS SHALL BE GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MEASURED 4 RECORDED, AND PILE5 THAT DO HOT MEET THESE REOUIREMENT5 FLOOR SHALL NEVER EXCEED A 16" SPAN. SHALL BE REJECTED. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY la. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2. PILES SHALL BE OF DOUGLAS FIR, GLEAN PEELED, UNIFORMLY TAPERED, AS PER PAGE A-I THROUGH A-3. A50121-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) COPYRIGHT PROTECTION ACT OF 19ct0 (AWGPA), WHICH HAS SEVERE PENALTIES. AND ONE PIECE FROM BUTT TO TIP. PILE5 SHALL HAVE A MINIMUM TIP N DIAMETER OF 95" AND A MINIMUM BUTT DIAMETER OF 12", MEASURED 3' FROM 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN THE END OF THE PILE, U.N.O. ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD CLIMATIC AND OEOORAPHIC DESIGN CRITERIA z TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER w 3. THE 5TRAI0HTNE55 OF PILES SHALL BE OBSERVED TO VERIFY THAT A METAL BY REPEATED BRUSHING,DIPPING, OR 50AKIN6 UNTIL THE WOOD GODE5 AND REFERENCE STANDARD: 5TRA16HT LINE FROM THE CENTER OF THE BUTT TO THE CENTER OF THE TIP ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, GROUND SNOW LOAD 25 LB5 O I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL LIES ENTIRELY WITHIN THE BODY OF THE PILE. CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 0 BUILDING GORE, 2015 INTERNATIONAL RESIDENTIAL GORE,AND 2015 PROPERTY MANUFACTURER SUCH A5: HANGERS, NAIL5, 5GREW5, FLASHING, ANCHOR BOLTS, BA510 WIND SPEED 130 MPH MAINTENANCE CODE. 4. PILE5 SHALL BE FREE FROM SHORT CROOKS THAT DEVIATE GREATER THAN ETC. FOR LOCATION5 SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 2.5" FROM STRAIGHT IN ANY 5' LENGTH. SOUND KNOTS MAY BE NO LARGER ETC. ANY REFERENOE5 TO GGA ARE TO REPLACED WITH P.T. w 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF THAN " THE CIRCUMFERENCE OF THE PILE AT THE LOCATION OF THE KNOT. EXPOSURE CATEGORY B Q WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: CONSTRUCTION MANUAL BY AF 4 PA. 5. ALL TREATED TIMBER PILES MUST BE PRESERVATIVE TREATED IN A. TRU55 JOIST MGMILLIAN IAE MIOROLAM SEISMIC DESIGN CATEGORY B COMPLIANCE WITH AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) 03 B. GEORGIA PACIFIC 2.OE G-P LAM 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING STANDARDS. PRESERVATIVE RETENTION SHALL BE 0.61 L55/FT5. PSL (PARALLEL STRAND LUMBER) DENOTES w CODE. A. TRU55 JOI5T MGMILLIAN 2.OE PARALLAM WEATHERING SEVERE 6. GUT ENDS AND DRILLED HOLES OF TREATED TIMBER PILES SHALL BE ALL TO BE INSTALLED AS PER MANU. 5PEG.'s L_ 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 5 INTERNATIONAL TREATED WITH THE SAME PENETRATING PRESERVATIVE AS BASE TREATMENT FROST LINE DEPTH 3'-O" MECHANICAL GORE AND 2015 INTERNATIONAL FUEL GAAS GORE. CHEMICAL. 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE ��D Ap,, CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, , 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, PLUMBING NOTES, AND TABLES ON PAGES A-I, A-2, 4 A-3. THE FASTENING 50HEDULE TERMITE MODERATE TO HEAVY � M. NFPA '10 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 1. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DWV) SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING . t� SYSTEMS TO NYG PLUMBING CODE AND NYC DEP REGULATIONS AND NYC SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ICE BARRIER REQUIRED YES �� < C;A BUILDINGS BULLETIN 20095-005. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'S). K GENERAL WIND PROTECTION CONNECTION NOTES: 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ADAPTED FROM STANDARD FOR HURRICANE RF515TANT RESIDENTIAL CONSTRUCTION;55TD 10-01a AND 2015 550 HIGH WIND EDITION WOOD FRAME 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 23. COLUMN BEARING AS FOLLOWS: CONSTRUCTION AND AT BASE OF VERTICAL WASTE PIPES. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, 5 y 3744 �O I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/95" PER WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT F0F 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT FOOT. SECURE w/(2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® *' INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL EXIST. WALL5 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5. GENERAL TRAP AND WASTE 51ZE5 AS FOLLOWS,UNLE55 OTHERWISE NOTED: POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I(0" 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED - DISH WASHER.........................................2" WIDE 3 GOUR5E5 OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL - KITCHEN SINK........................................2" (BUTIIII WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. - LAVATORY...............................................2 PROJECT: IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ 4. WHERE WINDOW5 AND DOOR5 INTERRUPT WOOD STRUCTURAL PANEL - SHOWER/TUB..........................................2" SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE - TOILET........................................................5" STANDARD OP CA 5HEAR5 a HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER 5TUD5 - LAUNDRY .................................................2" U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG E L I O D R O MYTI S AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. - FLOOR DRAIN..........................................5" w/6" RISE 4 w/ (2) s/4"4> BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-I THROUGH A-3. RESIDENCE RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 6 OR 2X4 LUMBER I5 LOCATED . ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4 IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. THROUGH ROOF. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY 7. PROVIDE FR05T-PROOF HOSE BIBS WITH EASILY ACCE551BLE DRAIN 4 I6" WITHIN 4' OF EXTERIOR CORNERS. DRAIN GOGK5 A5 REO'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED PROTECTION. 600 LEETON DRIVE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF g" AND 3"x3"X�" WA5HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 8. WASTE FROM CLOTHES WA5HER5 AND LAUNDRY TUB5 ARE TO BE PROVIDED SOUTHOLDf N.Y. 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR WITH BACK FLOW PROTECTION. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '1" IN CONGRETE/MA5ONRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS a• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL AND AT SPACING NOT EXCEEDING 4' ON CENTER. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. DRAWING TITLE: 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR GENERAL NOTES GYPSUM WALL BOARD TO CONGEALMENT OF PLUMBING. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT PROJECT ZONING DATA COMPOUND METHOD. 11. NOTCHING AND BORING OF 5TUD5, JOISTS,RAFTERS AS PER BUILDING GORE. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND CEILING, UNLESS NOR ANY POTENTIAL DAMAGE THEREOF. OTHERWISE NOTED. WATER RE515TANT (W.R) AT BATHROOMS AND WHERE DEEMED APPLICABLE. 3. 5/95", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET PAGE: IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING EQUIPMENT, ANELS TE FLOOR IF PLACED ON WOOD FRAME, INSTALL O CONCRETE PANELS OF 5/95" THICIC KNESS MINIMUM. 4. FINISH JOINTS, J-5EAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 0 TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND DATE: 4/22/19 2 OF 10 ALL OPENINGS. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. CONSTRUOT I ON DETAILS I$ WIND LOAD f=ATH FASTENING SGHEDULE A /� /� G �,/ I I /�' /� NOTE: THIS SGHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS OONNEGT I ON DETAILS T I F I C,,AL N L I NO/STRAFF I NO REOU REMENTS FOR (SEEP AND ROUGH OPECE A-2 FOR N NO IFRAM NO REQUIR M Q TISEMENTS, ¢ LATERAL NOT TO SCALE UAL. I FT, SHEAR, H" LATERAL. WIND RES I STANOE ALL NAILING 15 A GENERAL 5PEGIFIGATION, IT APPLIES UNLE55 NOTED OTHERWISE TYPICAL NAIL INO/5TAPPINO REQUIREMENTS FOR FASTENER 5PE0. FASTENER j UPLIFT, SHEAR, 4 LATERAL WIND RE515TANGE DESCRIPTION AND QUANTITY 5PACINO CONNECTION DI D2 ROOF � GE I L I NO FRAM I NO � WOOD JOIS WOOD JOIST RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JO15T BLOCK I NCC -0 JOIST HANG ER - CEILING JO15T TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP OI RDER/HEADER CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-16d COMMON EACH LAP WOOD OI RDERAT STUD TO FLOOR A55EMBLY COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE WOOD JOIST -� �� y - TO STUD CONNECTION: ° BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END FOR STRAP - 3 8 d COMMON I NAILS ® EA. END OF STRAP RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END FOR EA. PLATE TO STUD ABOVE 8 OR JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH OI RDER/HEADER BELOW - 2 1( d COMMON NAILS WALL FRAM I NO W TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT U W CONNECTION GI C2 TOP PLATES AT INTER5ECTION5 (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE 1— J = �`��•.. « STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. 0 J HEADER TO HEADER (FACE-NAIL) I6d COMMON Ib" O.G. ALONG EDGES Q WALL STUD WALL STUD G BOTTOM PLAT BOTTOM PLATTOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON 4 PER STUD 4 BATHTUB SUB FLOOR o AT STUD TO FLOOR ASSEMBLY BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON 1,2 PER FOOT DOUBLE JOIST DOUBLE JOIST TO.STUD CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) FOR STRAP - 3 8 d COMMON FLOOR FRAMING NAILS 0 EA. END OF STRAP • FOR EA. PLATE TO STUD ABOVE $ OR JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST BELOW - 2 I6 d COMMON NAILS BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) LEDGER 5TRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T JOIST ON LEDGER TO BEAM(TOE-NAIL) 3-5d COMMON PER JOIST K I NO STUDS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T RAFTER BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT CRIPPLE STUD ' @ (SEE AL50 GRROOF SHEATHING HEADER NA I L I Nle//STRAF=I I O W I NDSTRUCTURAL PANELS oW/DOOR HEADER : APHIC, ad COMMON 6" EDGE / 12" FIELD l INTERIOR ZONE THIS 5EGTION) ad COMMON b" EDGE / 12" FIELD PERIMETER ZONE (4" O.G. ® GABLE JACK STUDS TOP PLATE NOTATION: A- NUMBER OF 8d NAILS a EA. END OF STRAPPING (3.7, P. 151-2001) GE I L I NG SHEATHING B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOOR5) (3.235, P. 1113 -2001) G- NUMBER OF FULL HEIGHT KING STUDS - WALL ST:11D 0 a EA. 51DE OF HEADER (323G, P. Iq3 - ALTERNATE,-3.23D, PG. IcI4 -2001) 5YP5UM WALLBOARD5d COOLERS '7" EDGE / 10" FIELD D- NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER o EA. SIDE (3.7, P. 151 a WORK5HEET-2001) E- NUMBER OF JACK STUDS a EA. END OF HEADER (3.22F, PI91-2001) WALL SHEATHING D F- NUMBER OF Ibd NL5,END-NAILED THROUGH ADJACENT JACK STUD TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A AITO END OF SILL(5) a EA. SIDE (DOES NOT APPLY TO DOORS) G (3.8, P. 157 4 WORKSHEET -2001) STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD N 1�1 ND RESISTANT GONSTRUGTI ON CONN TORS E FASTENING SGHEDULE B GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD W ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (SUBFLOOR) o CONNECTION LOCATION: PART NUMBER: NOTES: F CONSTRUCTION MANUAL 2001 EDITIONI RIDGE-TO-RAFTERS C520 ® 21" STRUCTURAL PANELS: ui APPLY TO EACH PAIR OF RAFTERS A NOTATION I" or LESS 8d COMMON b" EDGE / 12" FIELD RAFTER-TO-WALL H-T APPLY TO EACH RAFTER A B G D E F G GREATER THAN I" IOd COMMON b" EDGE / b" FIELD ROUGH OPNO RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER 2'-0" 2 1 1 1 I I W PLATE-TO-WALL STUD C520 © 18" APPLY TO EACH WALL STUD 4'-0" 4 1 2 2 2 2 HOLDONN DETAILS 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or C520 ® 36" APPLY TO EACH WALL STUD REQUIRES SILL PLATE R 2"x6" (MIN.) b'-o" 5 I 3 3 3 3 ®r� THE COMPONENTS THAT ARE CHECKED ARE THE APPLICABLE HARDWARE FOR THE HOLDOWN REQUIREMENTS - ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER REQUIRES (3) 2"x12" HDR (MIN.) SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED P 7 2 3 4 4 4 8'-0" 1rr�` .�� Off'% � HEADER-TO-JACK STUD G520 @ 12" APPLY TO EACH JACK STUD .A� � GR PPE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD HOLDOWN 'A' _ SHEAR WALL HOLD:DOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE ENDWALL 'A 03740''' y0 (USE WITH 3" SQUARE WASHERS) (3) 2x FULL CORNER STUD 4 O F t4. HEIGHT STUD ONNEGTED TO TRANSFER SHEAR USE THE FOLLOWING OR APPROVED 5IMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT GON5TRUGTION. SFL I G I NCS OF TOF FLATS2-Ibd COMMON FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. NAILS a 6" O.C. 4 PROJECT: O" O.G. IF BLOCKED TOP PLATE CORNER P05T E LI O D R O MYTI S }-- SPLICE -} LENGTH I RESIDENCE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS "SIMPSON" II GONTI NUOUS BUILT-UP O I RDERS, THREE OR MORE SUFFORTS FOR WIND - EXPOSURES 54G - FOR WIND - EXPOSURES 540 - HDQS CONNECTION PATTERN SGHEDULE ALL OTHER GA5E5 ONE STORY SLAB ON GRADE ANCHOR a 11 ' HOLDOWN BETWEEN 1/6 BUILDING MINIMUM SPLICE'��4 BUILDING MINIMUM SPLICE',2'•4 LOCATIONS „ HOEDOWN B NOTED ON (LOCATED ON FLOORS ABOVE 600 L E ETO N DRIVE CONNECTIONDESCRIPTION a I/4 of A DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) PLANS TYPE 'A' HOLDOWN (TYPJ) PATTERN A55EMBLY REQUIREMENTS: SOUTHOLD, N.Y. 11971 MAX.52" WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER A (2)ROW5 10d NAILS 012"O.G. p SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE 12'-0" 2'-O"/2'-6" 12'-0" 3'-O" ENDWALL SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE (3) 2x FULL B (3)ROWS IOd NAILS 012"O.G. 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-O" 3'-O"/3'-q" I6'-O" 4'-0" 5UILHEIGHT STUD DRAWING TITLE: P FILE, S TIMBER CORNER STUD HOLDOWN ANCHOR BOLT (2)ROWS v2° m BOLTS. I2"o.c.STAGGERED; INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, CONNECTED TO G PILE, AS PER PLAN TRANSFER SHEAR ' ' DBL.a ENDS Two-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20-O 4'-011/5'-0" 20-O 5-O a DETAIL BUILT UP GIRDER P MAX.52" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. STRAPPING, & NAILING DETAILS 2-I6d D 2 Rows I/2" m BOLTS• Ib"O.G. 24'-O" 4'-0"/5'-O" 24'-O" b'-O° COMMON NAILS ® b O.C. B STRUCTURAL DESIGN LOADS 10" O.G. IF BLOCKED E (2)ROWS I/2" BOLTS a 24"O.C. NAILING: BETWEEN I/6 TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE 28'-O" 5'-O"/6'-3" 28'-O" 7'-O" F (2)ROWCREWS S 3-3/8"TRUSSLOGK S 012 O.G. 41/4 OF ' WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, CORNER POST SCREWED ON(1)SIDE of MEMBER OTHERS 5TA65ERED WITH A DISTANCE OF I6 INCHES11 (2)ROWS 3-3/8"TRUSSLOGK 50REW5 o Ib"O.G. BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 32'-0" b'-O"/`T'-6" 32'-0" 8'-O" " Ea SCREWED ON(1)SIDE OF MEMBER • TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR PAGE: H (2)ROWS 5-3/8"TRU55LOCK 50REW5 a 24"0.r,. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 36'-O" 7'-0"/8'-q" 36'-O" SCREWED ON(1)SIDE OF MEMBER D15TANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION USING 2-16d NAILS PER FOOT.FOR SHORTER SPLICE (2)ROWS 5"TRUSSLOGK SCREWS a 12"O.G. THREE-PIECE LENi5TH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT NUMBER OF NAILS 40'-0" 8'-O"/10'-O" 40'-o" il'-O" "SIMPSON" A-200 SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER PP MAX.52 THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS HDG5 K (2)Rows 5"TRUSSLOGK 5GREV45 a 16-o.G• ON EA. 51DE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED HOLOOWN SCREWED ON BOTH SIDE OF MEMBER IN EXP05URE$ 50'-0" IO'-O"/I2'-6" SO'-O" 131-0" INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ ANCHOR a L (2)ROWS 5"TRU55LOCK SCREWS 0.24"o.C. BETWEEN vb A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL LOCATIONS 5GREWED ON BOTH SIDE OF MEMBER a 1/4 OFA__j HORIZONTAL LINE. HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT (001-00 (00.-0.. I b-O NOTED ON LATERAL LOADS SHALL BE MULTIPLIED BY H/8; PLANS DATE: 4/22/19 3 OF 10 NOTE: < FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE „ I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON P FOR OIDER5 ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR '701-01, 14-O '701-0" IQ-O PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): a CONNECTION PATTERN 'B'WHEN 10"OR LARGER P GIRDER. a'WALL- 1.125 80'-O" I6'-O" 80'-O" 22'-O" 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE 10'WALL- 1.25 OFFSET FASTENERS I/2"FROM ONE 51DE TO THE OTHER BUILT UP GIRDER II'WALL - 1.375 GIRDERS ARE TO BE SECURELY ANCHORED TO MA50NRY PIERS,ANCHORING: 12'WALL- IS THIS COLUMMULT N w/MIPLIER P, FOR lULT WALL NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL II I 77 °544 OI SITE LAOUT NOTES LO T GO V , 1. THIS 15 AN ARCH 1 TEGTS SITE PLAN 15 N48°3cf'Il11 ° 5' 11 SUBJECT TO VERIFICATION BY A LICENSED DESCRIPTION AREA o _ _ _ N4O 41 17 � N41 36 21 F- i LOT 2 -I' - SURVEYOR. THE INFORMATION GOYER�rCE d1 REPRESENTED ON THIS SITE PLAN 15 TO THE TOTAL LOT AREA - LANDWARD OF 7,461 S.F. ARCHITECT'S BEST OF KNOWLEDGE. CEHA r- PROPOSED HOUSE I NGLUD I NC 1,138.0 S.F. 15.3% 2. SURVEY INFORMATION WAS OBTAINED SECOND STORY OVER .. — FROM A SURVEY DATED SEPTEMBER q, HANG 2016 AND PREPARED BY: YOUNG � YOUNG, LAND SURVEYORS PROPOSED REAR DECK W/ POOL 554.0 S.F. 4.7/ 400 OSTRANDER AVENUE =TOTAL AREA OF ALL STRUCTURES 14ci2.0 S.F. 20.0% RIVERHEAID, N.Y. II,iOI TELEPHONE: (651) -727-2505 MAXIMUM COVERAGE ALLOWED = 209/0 PROPOSED FRONT ENTRANCE 50 S.F. — ADDITIONAL COVERAGE ALLOWED FOR FRONT ENTRANCE 551 REAR SET5AGK ` F I RE5LOGK 1 NO FOR PLATFORM MOOD FRAM I NO (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] BEE MANU. SPEG.'s FOR ADDITIONAL INFO.) Q I = \ \ I 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES I 5 FIRE 5TOPPIN6. I I I 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST. , �Po SERVES AS FIRESLOPPIN6. I i 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE ,,. I I PLATE SERVE AS FIRE5TOPPIN6. I I 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE I I JOIST SERVES AS FIRE5TOPPIN6. I II I I 5. FIRE5TOFFIN6 HALL BE 2 INCHES OF WOOD BLOGKIN6 I OR OF NONCOM-BUSTIBLE FILL. 7R7O7. II 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN STA I R AND I I JOISTS SERVE AS FIRE5TOPPIN6. �^ I T FOR PLATIOFTTI FRAME CONSTRUCTION:-THE SOLE AND L ND I NO I I I 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS 10.5 I I 4 SERVE AS FIRE5TOPPIN6. 16.1' 11.4' in I I m 8. THE HEADER SERVES AS FIRE-STOPPING. I 4.5 I q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED ESTR NEER TO SERVE AS STUDS N ADJACENT TO IRE5TOPPIN6. I � DECK I I < 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR LINE OF 2 D STORYI FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH Lu FIRE5TOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF < I 1 s I I I THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE I I I I LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED Lu AKAY BY AIR 33.5' I i 5HRINKAOE CRACKSENTS MOVINO OFOF HE INTERIOR F NI Hx PLASTER GEID OUT L N6 ON H NORMAL PLATFORM FRAME CONSTRUCTION -LOCATIONS REQUIRUN6 FIRESTOPPIN6- NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE ��'� I I I A5 FIRESTGPPIN6. ppp I FIRE- F1RE- WOOD FIRESTOPPIN6 FIRE5TOPPIN6 1_Y 5TOPPING5TOFPIN6 FIRE- FIRE- SOLE 5TOPPIN6 STOPPIN6 NEW 2 STORY 5.5' ' FRAME HOUSE ON I X6.0 ;.`b, FIRESTOPPIN&WHEN i 1 VERTICAL ' COVERING IS APPLIED PILE FOUNDATION TO UNDERSIDE OF N LOCATION I LOCATION 2 LOCATION 3 `1O1S w LOCATION 4 � Q I SFIRESTOPPINS N I I SOLE OF 61RDER U NONCOMBUSTIBLE ALTERNATE LOCATION 0 WOOD FIRESTOPPIN6 FIRESTOPPINO LOCATION 5 LOCATION b Lu I Q 2"SPADE NOT \ TO BE FILLED 'Al =3 NONCOMBUSTIBLE FIRE5TOPPIN5 FIRESTOPPIN6 \ APPROX.I INCH THICK FROI . FRONT, LOCATION 7 \ ENTRANCE I I LOCATION 8 FIRESTOPPIN6 LOCATION q \ Af?L; , — — — — — — — — — — LOCATION 10 i 551 FRONT SETBACK PROP. CRUSHED I � '- STONE DRIVEWAY I 0 03740'b I\ SCALED L I M 1 T OF 9�F OF T4 \ COASTAL EROSION \ HAZARD AREA FROM O PROJECT: MAP DATED 1cl88 }- m m w ELIODROMYTIS N `\ N z ° ° z RESIDENCE 550.0' 600 LEETON DRIVE SOUTHOLD, N.Y. 11971 DRAWING TITLE: SITE PLAN PAGE: LEETON DRI VE A-300 DATE: 4/22/19 4 OF 10 S 1 TE PLAN 5GALE: 1'-0" = 10'-O" ALL WINDOW5 4 DOORS SHALL BE ANDERSEN E SERIES; 'DARK ASH' ALUMINUM GLAD EXTERIOR WITH FINISHED ENE AL 5*%r��50L <E� : WOOD INTERIOR; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "A-200" FOR NAILING d 5TRAPPING DETAILS. , ,WINI�O W CHART ,• ,.., .. . ,, ...:. `,';:;; , _ EX15TINO TO BE DEMOLISHED Q HARD WIRED SMOKE DETECTOR EGRESS 5M w/ BATTERY BACK-UP RC�U6H;`�7PEN1Ir5`'., ; WINDOW DIMENSION CLEAR EXISTING TO REMAIN WINDOW TYPE OLA55 MODEL # OPENING GALL-OUT ;;;:;.;:: , HEIGHT REQ'D:24" CARBON MONOXIDE HIDTH;,; V} EIGHT, ":,: WIDTH HEIGHT OPEN REG2'D so S.F. NEW WOOD FRAME (L.G. CO DETECTOR 5TL. WHEN APPLICABLE) CASEMENT :;: 5_O„ 5'-O" 8 S.F. PER 0 HARD WIRED SMOKE AND CARBON AH1DE 2-GMT2650 -0 NEW PARTIAL HEIGHT 5M/00 MONOXIDE DETECTOR COMBO _T WOOD FRAME (L.G. 5TL. w/ BATTERY BACK-UP B CASEMENT TEMPERED GMT 1550 I'-b " ;;',, ,> '"5=0 ", °. I'-5 " 5'_p" WHEN APPLICABLE) NEW FOUNDATION WALL 50 ® FAN C.F.M. DAMPER, G STATIONARY FlEGMT2650 2'-b _,-Sf-C7 2_6„ 5,_O„ JF 2 WIDE 50 G.F.M. EXHAUST D CASEMENT 2-GMT26b0 5'-O , fa'-p " ® POST FOR 4" WALLS URAL FL FAN 8 LIGHT GOMBP E CASEMENT TEMPERED GMTI5 (MIN. (2) 2"xb" STRUCTURAL w/ DAMPER POST FOR 6" WALLS), U.O.N. F STATIONARY TEMPERED GMT2660 G STATIONARY TEMPERED CUSTOM ' ° 2'-O" '1'-O" H =F CASEMENT J 7F CASEMENT GMT2060 '.;p° '<r " :,Via'-Ca' 2,_O„ 6,_0„ K GLIDING 5LD6046 6'-© "- 4'-Co, '. ' 6,_O„ 4,_b° W fi - ::j SLIDING GP6068 " - 6,-0.�„ '- _ DOORS F SLIDING _ = <„ „ „ M DOORS 4PGPI2O80 11`=1C? ' .8=r7, I I-10 8-OIF w HINGED T ,: _} „ = J N DOOR HP15280 5.- „` ' 8,-0, 3-2 8-O 0 J P HINGEDHP028b8 ,wq" ,, ;`,', „'; : DOOR :21-5` �, Q SIDE LIGHTIF _.� HPI 1480 5 ............... ,8-O: ":,,', 1'-4 „ 8,_0„_ R GLIDING 5LD4050 4'-0 " 5'=U j" 41_011 51_01, S VELUX M04 � :>' ' ° :f::2 2'-6 a, SKYE I6HT by2" 2'-II" 5'-b" 7'-6" _.. FLOOR PLAN NOTES NEW(2) F.T. 2"xto„ DROPPED BEAM NEW (2) P.T. 2'x10 DOOR NOTE: DROPPED BEAM_ 2 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED 2 - - - T T T T..T..T.. OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). �&. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED DN. OUT ON PLANS BY ANDERSEN. NE " THK. REINF. p` I I I I I I I I 3.DOOR TYPE E SELECT 4.INSTALL AS PER MANU SPEG.'s CO'NC. DE K.,w/VERCO NEW (2) F.T. 20 &A. PLW� DECKING `r O I V " b_ ..1. J .J ..J ..1..1 J FRONT ENTRY DOOR E&RES5 NOTE: 1 x 1 NEW SIMPSON O 1 m DN. I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING 0 w O x Q I WHEN DOOR 15 OPEN q0° 2.PROVIDE (2) 2x8 HDR.,U.O.N. ( 1 m Q 1 w ® GALV HANGERS �p Q 1 3.JACK AND KING STUDS AS PER PAGE A-200 lu 0. z p N w a 0. 1 b POOL STAIR RAILING NOTE: � N a , 4- DEPTH in Q O z IX, O cV O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI =ua (z x uI 11 - d MIN. q" Tr - RISERS SHALL BE CLOSED I X 0 N cV z p DECK - 2. 'TUSCANY' ALUMINUM RAILING BY DIGGER 1 ui N NEW 2 P 2_x10" _ _ _ r SPECIALTIES INC. IN BLACK COLOR m 0. IY DROPPED BE NEW (2) P.T. 2"x10" °- 3. 36" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 0 NEW 6.5" REINF. DROPPED BEAM NOT TO ALLOW PA55AOE OF A 4" 0 SPHERE; = GONG. DECK w/VERCO .D r 20 &A. PLW2 DEGKiNb O 36" HIGH HANDRAIL 4 SPINDLE 5PAGIN6 NOT II w I �` I 1 - TO ALLOW PA55A6E OF A 4" (P SPHERE 4. 6RIPPABLE RAIL AS PER CODE d) V LINE OF SECOND FLOOR ABOVE O 2'-4y2" O SMOKE DETECTOR / GO DETECTOR NOTES: tV, ACCESS PANEL ® I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT F-;Lo LOUVERED WALL ' p SMOKE / CARBON MONOXIDE COMBINATION DETECTOR NEW(2) P.T. 2"x10" = Q ® `� HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I O DROPPED BEAM O I'-O" ► x w w UTILITY CLOSET I x 4. SMOKE2. ALL AS PER DETECTOR ANDAGARBON MONOXIDE DETECTOR 1 _ 12" WOOD PILE z p r 0 W II "' cV i- p v'cv ,n F OUTDOOR -N ^ 6� I 5 (^�V iv IN COMPLIANCE WITH LOCAL CODE _ PIER W/ Ix AZEK N N SIMPSON SHEAR WRAP (TYPJ LHOOGATiRON N a I =, CENTER WINDOW ON CENTER DOOR WALL *NE zpI tz 3 �b� {� SLIDERS ABGpVE I I I SLBIDER5EABOVE z IIN1 AL NEW WINDOWS 4 DOORS SHALL BE 5y4b-q2b'-1Q." 5-6" z II °- b'-?y2" b'-1034" II'-lOy4" 5'-23/4" ANDERSEN E SERIES CASEMENT, DOUBLEHUN5, OR- - - - - - - - - - - - - - - - - _- - - _ - �� - 6LIDIN& (AS NOTED); INSTALL AS PER MANU. z W (2) 1.15"Al b75" G.P. NEW (2) I.75"x11.8"15" 6.P. NEW(2) 1.15"x11.8"15" G.P. ;, . ::- �, SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN w1.�5"x11.875" 6.P. _ _.0E LVL FLUSH BEAM 2.0E LVL FLUSH BEAM 2.0E LVL FLUSH BEAM - "GLASS WINDOWS AND DOORS" ON PAGE A-100 2 p 2.OE LVL FLUSH NEW 27" p NEW(3) 1."15"XII.515" 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS l�Q BEAM 2"x10" HD ® `I 5 0.' 5 W(2) " STEEL FLITCH PLA ES 4 0 ^ `' SHALL HAVE BTRAI6HT ARM HINGE WHEN lit 1 uJ z c" � NEW (3J �I 3.IF DOUBLE HUNG - ALL DBL. HUN& WNDW5 TO BE S 0 TILT WASH , �0 2,:x6„ , 3= 1 z V NEW (3) W z�j dJ 4.ALL GLAZING WITHIN 18" OF FF 4 AT STAIRWELL 0 XJ XJ 1 O w Q M W XI W l in 0. IL - 0 0.O 2"x6" w0 POST 0 0.0 z ry J Q TO BE TEMP. 6L. �-- t' r r NEW 11.515" OJ514 I r KITCHEN �i - 0= P05T 1� - 0= in !0 N in .9 EGRESS NOTE: TRIFORGE OPEN-WEB I m r w- r w- - N N I F.J. ® I6" O.G. I O O O® d dJ ® T IN COMPLIANCE WITH NEW YORK STATE BUILDING - 0 - � �_ CODE, SECTION 83102.1;THE FOLLOWING MEANS OF 1 w N w N ►- ��? EGRESS SHALL BE FOLLOWED: w - Q NEW II.b'!5" OJ415 ° z F - - NET CLEAR OPENINO........... 5.71 S.F. z z zIl j LIVING d� i�j NET CLEAR HEIGHT............... 24" MINIMUM TRIFORGE OPEN-WEB ;. ROOM NET CLEAR WIDTH................. 20" MINIMUM F.J. ® Ib" O.G. 0.'u Q .., O SEE PAGE A-200 FOR FRAMING 1 M r I I 31 i 5 WINDOW/DOOR FRAMING �� C?l - u J ELEMENTS AROUND DOORS AND � TLL x 11 x O A p 4 WINDOWS (TYP. FOR ALL) U.O.N. d!! CA f ( r IL .a r J 12" WOOD PILE 12" WOOD PILE TYPE 'A' I-> 1 n ^ O w NEW LAUNDRY ROOM: PIER W/ Ix AZEK N PIER W/ Ix AZEK HOEDOWN N O PANTRY z= 1 I + O O �'fl NEW (3) 6 1. NEW WASH /DRY HOOK UP I WRAP (TYPJ WRAP (TYPJ (TYPJ 14'-b" O r II w Wry I w ry m NEW (3) 2 x4 _ _ 2.COORDINATE LAUND. ROOM 4 DOOR h? z I z z POSTS 3`- S 0 NEW(2) J DIM.'s w/SIZE OF EQUIP. C�- POST 2"xb" HDR 3. E HOOK UPS AS REQ 5 PER 1 1 NEW 2) 1.75"x11.8'Is" S.P. MANU. N PROVIDE ' 374 DL 2.OE LVL FLUSH BEAM p FOF NES i Q 110 Q w (' 1 = DINING 4 O O in J �' 51MP50 D DUCT RSHALL TERMIEXHAUST NATE TO EXTERIOR 1 w NEW SIMPSON /� m R. ' SHEAR U)M 1 6ALV. HU51.81/10 - ROOM +6 �+b ROOM O dJ ( 4 5 WALL 2.DUCT SHALL TERMINATE MIN. 3'-O' FROM ANY T_ I Iry NEW II.b'IS OJ315 , 5-b OPENINGS PROJECT: - dJ HANGER _ 4 1 3.DUCT SIZE AS PER MANU. ` X � 1 � �m TRIFORGE OPEN-WEB = tY ; I` A 1 0. in 0 x-i A 5 �+ F.J. ® I6" O.G. �Q N y+b 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER - -----._.................._.......... _.. -.....-__.. .............. 4-.� _....._ _.. .._..,rn r A - - __.__._.._.....- - .._ c�_I 'Y .. 1 5 D f'` 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN I 5 A-60 I(- > ELIODROMYTIS > A•64 z NEW WALL im 3= - 'l'- ^_ A-60 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 1 NEW II.b'IS'". OJ314 - 1 NEW(3) HUNG WATER z X SHALL BE LIMITED R SINGLE LENGTHS, NOT TO 1 ry w w ^ L ; ' d, CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM RESIDENCE 7RIFORGE OPEN-WEB /a x p 0 O u� 2 xb" POST HEATER b + SQxb� BIFOLD _ LU F.J.® I b, O.G. 1 q+ s ua N 1 z ry z N O - I z EXCEED 8 FEET AND SHALL BE LISTED AND LABELED NEW(3) I.'i5"xll.b 15" 6.P. z 5 Q, 10'-5" N �-�`-� LNDRY. ' IN ACCORDANCE WITH UL 2156A. a N NEW II.5-I5' OJ314 � b.EXHAUST DUCTS SHALL BE MIN O.OIb THK RIGID _ _ _ 2.OE LVL FLUSH BEAM 4 p „ , 10 CLOSET T RIFORGE OPEN-WEB METAL w/SMOOTH INTERIOR SURFACES WITH JOINT5 _ _ NEW 3 1.'75 x11.8'75" _ SM/G_O F.J. ® I6" O.G. Lu Q w O D UB E OI T 5 REGt'D 1 J LVL FLUSH HDR w �'-8'r- - Q RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 1 0 � Q n Q N O 5 AI F MING Ix �' 3 Iin DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 600 LEETON DRIVE N N � , 2x6 _e)", Q' 6 w V 0 f v 0,� DN. Q liv 5 1 2Q 6$ m z� SCREWS m D O 0 Q o O 0 Q - w - O p I 5 - DN R• 2 a� �t 1 '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER SOUTHOLD N.Y. 11971 I I r= t3= w t= w R I ® b" _ �_ T. O 10 4 5 LOCATION TO THE WALL OR ROOF TERMINATION. THE dJ N = `� �'m1 = T. ® lo ' dJ STUDY in FOYER I in ry z u1 ry*I 11 = r tu- r` MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 X N ® N N ® r N -1 w - NEW 11.8"15" OJ315 dJ I 5 - ^p FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° u -i x x NEW 1.8 5" -1314 - u- I r z TRIFORCE OPEN-WEB - ® NEW 2 - z BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES r k k - - 75"x11 8?5 w 0IL LL in L- TRIFO GE O N- B J b F.J. ® I6" O.G. �LL - m X`TNOT INCLUDE THE TRANSITION DUCT. DRAWING TITLE: _ _ 1 - in r in r• > I �, 2Q 6� LVL FLUSH 2 to N_j r -� --j r a - F.J. ® 6" .C. - ( - 11` w b'-O"WIDEx"1-O"HIGH N 8'-O"WIDEx'1'-O"HIGH N w I `fl TYPE 'B' 1oy4„ HDR I `o z cv FOUNDATION PLAN w N w GARAGE OVERHEAD 1 W 6ARA&E OVERHEAD I 0 1 HOLDOWN I N 'UP I z z z N I a m EW(2) `n 6 , ELECTRICAL METER: DOOR w DOOR (TYPJ z ® II qV' O NEW (2J p _ 4 2'x8' HDR r 4 5 NEW ELEC. METER AS PER NYS NEVI " 2"xb" HDR _ MECH. CODE, 4 UTILITY CO. 6ALV. HSS 4"x3"x " STEEL 6ALV. HSS x3"x " STEEL _ 2.0E LVL FLUSH BEAM SIMPSON STANDARDS _ _ RECT. BEAM - - - T - - REGI. BEAM - 7 1 1 f I - z c iv SHEAR HALL b_iy2 ,� 6_I:: �. D 4 _ 1 -> a 1 F 4 1 F 2'-q' LEAVE 3 GAP ELECTRICAL PANEL: 'I/ � „ ,� NEW ELECTRICAL PANEL q Y4b'"Y4 i " O LOCATION;ALL � N. R. 12 8 BETWEEN I I I I I I I I m ENTRY TORCH T.�10 10" STAIRWELL 4 INSTALLATION ELECTRICAL PER PAGE: EXTERIOR WALL L 1 . 1 .+. _ _ _. FURNACE AND CONDEN5ER: I. REEM Rg6T OAS FURNACE (OR EQUAL) R Db-b D O A-400 2. REEM RAI6 I65EER 5 TON CONDENSER (O ul I- - - - -� NEW(2) EQUAL). 0 m 2' 5" HDR 3. PROVIDE RACKING SYSTEM AND SECURE TO ROOF STRUCTURE, SEAL ALL PENETRATIONS. WALL HUNG WATER HEATER: DATE: 4/22/19 5 OF 10 I. REEM RT6H-RHIIDVLN &A5 WATER HEATER (OR EQUAL) NEW GENERATOR: O�` ,� j �I O� �� I PLAN 11 I. PROVIDE NEW GENERATOR,SIZE FOR BUILDING '^`I A F I RST FLOOR PJ. A `� ELECTRICAL USAGE. PROVIDE RACKING SYSTEM AND SECURE TO ROOF STRUCTURE,SEAL ALL PENETRATIONS. „ - 11-n" I (5ENERAL � 0 . ALL WINDOWS 8 DOORS SHALL BE ANDERSEN E 5ERIE5; 'DARK ASH' ALUMINUM GLAD EXTERIOR WITH FINISHED J� I WOOD INTERIOR; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "A-200" FOR NAILING 4 5TRAPPINO DETAILS. , OW CHART EXISTING TO BE DEMOLISHED . HARD WIRED SMOKE DETECTOR Sm w/ BATTERY BACK-UP EORE55 EXISTING TO REMAIN TYPE OLAS5 MODEL # OP ROUGH C?FEN1Nca'' WINDOW DIMENSION CLEAR Q CARBON MONOXIDE WINDOW ENING GALL-OUT `' WIDTH REQ'D: 20" NEW WCHEIGHT REOV:24" 57L. WHEN APPLICABLE)WOOD FRAME (L.G. p DETECTOR `'�"WIT7TH`�-. � :;.:�lEtGHT..�',-; WIDTH HEIGHT OPEN REQ'D: 5.1 S.F. NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON A 2 WIDE 5M/00 MONOXIDE DETECTOR COMBO CASEMENT -IF J 2-GMT2650 ':+r4'.a`.�ta ",' -'" ` 5'; a% "` , 5'-O" 5'-O" 8 S.F. PER WOOD FRAME (L.G. 5TL. w/ BATTERY BACK-UP B CASEMENT TEMPERED GMT 1550 ' l,'-E? q„: tea'-CJ% ";' I'-5__j " WHEN APPLICABLE) 50 G.F.M. EXHAUST NEW FOUNDATION WALL Ej FAN w/ DAMPER is G STATIONARY TEMPERED CMT2650 r_0i 2'-b 11 5._0.. 2 WIDE 4 N 1 50 G.F.M. EXHAUST D CASEMENT IF 2-CM =C1', ;' "; -d, ,„ 5-O 6-O ilF MIN. (2) 2"x4" STRUCTURAL FL FAN 8 LIGHT GOMBP -JEE CASEMENT TEMPERED GMTI5j 60 ® P05T FOR 4" WALLS w/ DAMPER (MIN. (2) 2"x6" 5TRUG7URAL =-=- POST FOR 6" WALLS), U.O.N. F STATIONARY TEMPERED GMT2660 2'-b. ". s -';.-6'=6' " 2'_611 6'_0" G STATIONARY TEMPERED CUSTOM 2'-O" 7'-O" H CASEMENT GMT2050 Y. 2' Q "y:„' ." 5`-C7„ i};/ 2'-O" 5'-O" J CASEMENT GMT2060 '-D "! ^'(�' -O" K GLIDING IF SLD6046 b-Q" ,<, F. .•¢-b `; b-oil4-b SLIDING U L DOORS W SLIDING FLOOR PLAN NOTES M DOORS 4F5 120950 %O U _ 11 J HINGED ' N DOOR HPI3280 3- 8-O Q DOOR NOTE: P DOOR HP02565 2 .2'-5 6-8 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT L PLANS T 'IO D-WEN' (OR EQUALL Q SIDE LIGHT HPI 14505 ('- " :;,:'; =o "`,` II-4 �11 8'-O" 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'ANDERSEN'. 3.DOOR TYPE TO SELECT L,,.;...: , 4.INSTALL AS PER MANU 5PEC.'s R :A GLIDING 5LD4050 4` C� '� 5`�C? 41_011 51_pi FRONT ENTRY DOOR EGRESS NOTE: VELUX 5 SKYLIGHT M04 ,: JF/;, 2'-6 all I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING V WHEN DOOR 15 OPEN a0° ` 2.PROVIDE (2) 2"x8" HDR., U.O.N. 3.JACK AND KING STUDS AS PER PA6E A-200 42" H16H POWDER 42" HIGH POWDER 42" HIGH POWDER COATED ALUMINUM COATED ALUMINUM COATED ALUMINUM RAILING RAILING RAILING STAIR $ RAILING NOTE: 1. 2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 51MP50N SHEAR 3'-105 51-113/4" S'-103/4" 5'--3113/4" 3-103/4" 5'-113/411 3'-103/4" S MIN. 9" Tr - RISERS SHALL BE CLOSED NEW ALUM. ROOF 7 2. 'TUSCANY' ALUMINUM RAILING BY DIGGER I`LL 7_p '7'-0' J_p NALL N SHEAR NEW ALUM. ROOF SPECIALTIES INC. IN BLACK COLOR WALL DRAIN (TYP) DRAIN (Trn) 3. 36" HIGH GUARDRAIL d SPINDLE SPACING :., NOT TO ALLOW PA55AGE OF A 4" Q SPHERE; NEW 2 2x8 HDR DR d SPINDLE P INC NOT NEW 2 2x8 HDR NEW (2) 2x8 H ( ) _ 36 HI6Fi HANDRAIL 5 L 5 AG _ ( I _ TO ALLOW PASSAGE OFA 4" SPHERE 5 1 5 L 15 L 15 L 5 N 4. GRIPPABLE RAIL A5 PER CODE q'-8" a'-8" 12'-O" ' - t(1 SMOKE DETECTOR / CO DETECTOR NOTES: 0 - ` ho �QI - I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR = 3 HARD WIRED TO EACH OTHER W BATTERY BACKUP. 1z z NI H I/8":I'-O PITCH I/8":I'-D" PITCH 2.INSTALL ALL AS PER MANU. 5PEC.'s H N 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR _ TO CUTTER TO GUTTER IN COMPLIANCE WITH LOCAL CODE O O ' � mBEDROOM I BEDROOM 2 m MASTER 5 '� OWINDOW NOTE: Q - - BEDROOM q 4 I. ALL NEW WINDOWS d DOORS SHALL BE �I ANDERSEN E 5ERIE5 CASEMENT,DOUBLEHUNC,OR 5 N Q GLIDING (AS NOTED); INSTALL AS PER MANU. �r NEW 11.875" OJ415 SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN 4 N Q TRIFORGE OPEN-WEB u��I "GLASS WINDOWS AND DOORS" ON PAGE A-100 F.J. ® I6" O.G. z N H +� 2.IF CASEMENT WINDOWS - ALL CSMNT WNDWS Iw 1 5 1 5 NEW 11.8"15" OJ314 - SHALL HAVE STRAIGHT ARM HINGE WHEN IZ N 3 TRIFORGE OPEN-WEB 3.IF DOUBLE HUNG - ALL VOL. HUNG WNDWS TO BE (0 F.J. ® I6" O.G. TILT WASH H m! a a a ;4' 4.ALL GLAZING WITHIN 18" OF FF 4 AT STAIRWELL .X I 5 5M/GO 5M/GO I 5 •X Q _ TO BE TEMP. CL. ss� a� a� '-2".�` I-3 ar ar EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING _ ' x x I 5 I'-3y2° a NEW ROOF DECK GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF O OL05ET N N CLOSET O EGRESS SHALL BE FOLLOWED: cV „ 'ry „ j 5-b 5-8 3-OI'-8y2' to :' NET CLEAR OPENINO........... 5."1 S.F. ;,~',: 5 Z 3 NET CLEAR HEIGHT............... 2411 MINIMUM ;'.' .ISI'-4"�t 4'- box68 51 OLD w NET CLEAR WIDTH................. 20" MINIMUM 24x6& _ �2 I 5 I 5 1�2 . ,. 4 y to Qr ;;: ® •9 a N Q - 2�xba SM/GO O WINDOW /DOOR FRAMING: m �� ., x x to 3k D O OL05ET 3 - - - - - - - - - - - - - - - - � O SEE PAGE A-200 FOR FRAMING 3= ry N w ' Z= I - BATHROOM ll Z x U] fn ELEMENTS AROUND DOORS AND x NEW METAL GAP SECTION NOTES 2 TOP OF BULKHEAD —_—_—_ _ _ _ _ _ _ _ I ~ O NEW ROOFING NOTE (TYPJ: I I. SEE DETAILS IIA-600 AND 2/A-600 ELEV. +43.3' --- NEW WHITE DUROLAST EPDM ROOF MEMBRANE (OR (V O TYPICAL ROOF $ CEILING CONSTRUCTION: EQUAL); INSTALLATION,LAPPING OF SEAMS, AND <Y • NEW ROOFING AS NOTED AND PER DETAILS 5EALIN6 OF EPDM MEMBRANE AS PER MANU. i 3 • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL 5PEG.'S. PITCH TO GUTTER AT REAR OF BUILDING PLYWD SEAMS) NEW PARAPET A-60 NEW HEADER ABOVE ; . R.R. A5 NOTED ON PLANS (® SPANS OVER V WALL ALL WINDOWS 8 TOP OF ROOF PERIMETER _—_ _ O DOORS AS PER PLAN INSTALL "X" BRIDGING ® CENTER OF SPAN, NEW I" RI61M INSULATION NEW " PLYWOOD -+- ------ i- (TMPJ U.O.NJ ADHERED TO DEGKIN6 ROOF DEGKIN6 NEW GAN ELEV. 3a.o T • MIN. OF R-4Q SPRAY FOAM INSUL. w/V.B. U.O.N. � I � NW R-4Q SPRAY NEW WOOD I m I FOAM INSULATION 3 3 O TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): BLOCKING PROPOSED FLAT ROOF_—_—_ _ _—_� I 2 - ROOF " ZIP BOARD UPON • UPON WOOD FURRING STRIPS W/ EPDM NEW R-44 ELEV. +35.5' I NEW R.R. AS PER PLAN 4 • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE SPRAY FOAM 4 • MINR-21 SPRAY FOAM IN5UL. w. V.13.,U.O.N. INSULATION • 5/8." GYPSUM BD. WALL FIN15H 3 NEW NEW TJI ROOF HEADER ABOVE NEW GYP. BD.—/ F ALL WINDOWS 8 NEW SIDING NOTE (TYP.): RAFTERS DOORS AS PER PLAN O 1.p 2.INSTALL EPDM NEksl MEMBIRANE UPON WOOD FREVEAL N STRIPS PERIMETER W :: OF ROOF(TYP) p y p 5. " ZIP BOARD UPON INSULATION WRAPPED 10 - 4.PROVIDE ALL NECESSARY TRIM FOR PROPER IN VAPOR BARRIER INSTALLATION F— 2X6 SILL PLATE 5. 51DIN& SHALL EXTEND TO THE BOTTOM OF THEtu V V ® WINDOWS. GIRDER FLAT ROOF DETAIL w O m LAUNDRY FURNACE HALLWAY MASTER MASTER 5 TYPICAL WOOD PILE B WALL CONSTRUCTION: A-600 = —( BATHROOM _ BATHROOM O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SCALE: I" = I'-O° U J PROPOSED SECOND FLOOR _ _ — SHIELD 3 SILL SEAL Q ELEV. +23.a' NEW F.J. AS PER PLAN 5TRAPPIN6 AND ANCHORING AS PER PAGE A-200 HARDIE GEMENT INSTALL WOOD PILE5 PER PACE A-100 SIDING • B.O. WOOD PILES 22'-0" BELOW GRADE NEW WHITE DUROLA5T EPDM ROOF MEMBRANE (OR ALL THE EDGES OF THE ROOF THAT ARE NOT PROTECTED NEW HEADER ABOVEEQUAL); INSTALLATION,LAPPING OF SEAMS, AND BY THE COPING ARE REQUIRED TO HAVE THE 6ALV. DRIP' STOP EDGE O 5EALIN6 OF EPDM MEMBRANE AS PER MANU. m ALL WINDOWS d NEW R-30 SPRAY FOAM INSULATION (MIN. R-30 AS SPEC.'S. PITCH TO CUTTER AT REAR OF BUILDING m (TYPJ 5 AS PER PLAN b PER TABLE 402.1.2) w. to T m NEW I" RI61D INSULATION NEy4 j" PLYWOOD _10 -u' p ADHERED TO DEGKIN6 ROOF DEGKIN6 U PROPOSED FIRST FLOOR V 2X6 SILL PLATE 5" GAP 6ALV. DRIP-STOP EDGE ELEV. +16.3' WINDOWS. BETWEEN j` STAIRWELL d DINING A-700 PWDR. Q NEW R-21 SPRAY EXTERIOR FLOOD RESISTANT . ROOM ROOM (V FOAM INSULATION WALL LNDRY. POWDER _0 CONSTRUCTION ELEVATION _ _— GL. ROOM (DFE / SFE + 2') ----�. ELEV. +15.0' NEW F.J. AS PER PLAN — _—_ NEW TJI ROOF NEW " GYP. BD. I I b NEW R-30 SPRAY 5 b RAFTERS FOAM INSULATION PERIMETER OF ROOF INSULATION WRAPPED IN VAPOR BARRIER FEMA (BFE) I I ELEV. AE +13.0'-- I I 5 2 BULKHEAD ROOF DETAIL I I a-boo AVERAGE GRADE ELEV. +8.3' — SEGTI ON AIA-600 SEGTI ON 1515-600 HEADER PER PLAN SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" FRONT DOOR CARBON FIBER ALL DECKINO SHALL BE FASTENED DECK RAILING N N/ COATED DEGKIN6 50REW5 BY 5/4"x REQ'D NEW DECK w "DECK MATE" (OR EQUAL) HEIGHT P.T. RISER BOARDS AS g NOTED ON P.T. DECK JOISTS AS Z o SECURE HANDRAIL TO WALL ON AT 5/4"xb" P.T. PLANS NOTED ON PLANS v LEAST ONE SIDE OF STAIR IN HEADER AS ACCORDANCE w/MANU. SPE025; 4" THK. x 8" WIDE x DECK BOARDS — �0 SPECIFIED ON S AND NOT PROJEGTIN6 MORE WIDTH OF STAIR P. ° Ijj PITCHED METAL J HA1d6ER THAN 42" INTO STAIRWAY; GONG. PAD I"N051NS(T>� Q SEE HANDRAIL &RIP 51ZE5 ADJACENT ° _ ° PROVIDE o BY '51MP5ON' OR EQ — —— ——— ——— THRESHOLD—\ JOIST - - _ - - - - - - - SECOND - - - - - - - - - — - - - - - - - - - - - - - HAN6ERFORB" \ 2"xb" P.T. BLOCK IN BETWEEN EA. ,I" 2 x BLOCKING ® EA. F.J. ® Ib" 5TRINCER. FASTENED TO P. GONG. po"MIN TRINCER TO MATCH 51ZE O.G.;AS PER F'J' w \ PAD w/ 161/64" x 3-1/2" GONGRETE OF P.T. DECK JOISTS PLAN " MIN. SPACE BETWEEN \ 5CREW5 BY "GALIBURN" (OR EQUAL) IY_ WALL AND HANDRAIL - MIN. (3) SGREW5 PER BLOCK FASTEN STRINGER PINE RISE f TO BLOCKING (MIN. b SLE® e/4" PINE TREAD STANDARDS FOR ORIPPABLE HAND RAIL GRADE NER5) SCALE: NTS IQ GRADE ---(4 tIN) A q.. X : p CROSS SECTION \: "xI2` F.T. STRINGERS HEADER AS d)z CLEARANCE °" ® Ib O.G. (MIN. 3 PER PLAN 4r MIN. 0 CIRCULAR NON-CIRCULAR 5TRINGER5 ® EA. I" ROUNDED NO51 STAIRWAY) DROPPED W/Y4" RADIUS 4"-6Y4" Vl" PERI- 2Y4" STEEL BEAM 03740 O Q MIN. lY4_2 METER MAX. POCKETED STH BOLTS ED (NOT INCLUDED INT V2 WOOD STIfi� DTIL SFO TREAD DIMENSION) z E p INTO PILE A5 FTPER PLANS F P.I LU A-600 SCALE: 3/4" = P-O" tu (5) 2"x12" P.T. 5TRINOER5 ® m U FRONT LAND I NO GANTEL I EVER DETAIL W R-21 INSULATION, IF UNDERSIDE A-6O0 PROJECT: 15 FAGIN6 STORAOE/NON-HABITAL SPACE - SCALE: 3/4" = I'-O" \ m ELIODROMYTIS XY GYP. BD. EXTERIOR 5HEATHIN6 AS RESIDENCE PER SECTION NOTES \ SIDIN6 MATERIAL ASHardiePlank 0 Lap Siding PER SECTION NOTES INTERIOR SHEATHIN TREATED 2"x12" SILL f BUILDING PAPER 4 HOUSE WRAP FOR CONTACT w/ GONG. TO FULLY OVERLAP FLASHING (1F APPLICABLE) 600 LEETON DRIVE FIRST LEVEL GAP FOR WOOD FRAMING WATER RESISTIVE BARRIER SOUTHOLD, N.Y. 11971 DRAINAGE 5/4"xb" P.T. DEGKIN6 Hordicl,*apTM or Equivalent (U.O.N. ON PLAN "Z" FLASHING SECTION/DETAILS) DRAWING TITLE: INTERIOR STAIR DETAIL - FLASHING <— MIN. 11/4"OVERLAP SECTIONS DRIP EDGE P.T. DECK JOIST DESIGN DETAILS SCALE: 1/2" = I'-O" _ COUNTER AS PER PLAN JOISTS AS PER PLAN FASTENED w FLASHING INSULATION 5/8" 4) x 5" LONG HEAVY DUTY GAL. LAO BOLTS ® Ib" O.G. INTO MUD SILL 4 WHERE READ RIM BD.;WHEN ® FOUND. WALL FASTEN METAL 6ALV. JOIST HANGER N1(2) 5/8"4) x 5" LONG APPROVED BY '51MP50N' (OR EQUAL) MASONRY ANCHORS ® Ib" O.G. EA. JOIST PAGE: "Z" FLASHING EXTERIOR 5HEATHIN6 WOOD PIER--600 LEDOER GONNEGTION DETAIL A-600r DATE: 4/22/19 7 OF 10 SCALE: I" = I'-O" 5 EX7ER I CR WOOD STAIR DETAIL A-600 SCALE: 3/4" = 1'-0" ATTACH WSW-TOW POOL ABOVE; INSTALL PER PLATES (PROVIDED) TO MANUFACTURER SPECIFICATIONS 76" MAXIMUM AND SN M. PANEL BO SIDES USING z FOR SHIMS IOd x 2Y2" NAILS MIN. 11,10 0) 2-Q NEW 6ER .5" THK. COMPOSITE CONCRETE THAN 316", MANUFACTURER X �4 DECK (4,000 PSI) W/ 6x6-W2.cix2.�f SPECIFICATIONS I.1_ lu w lu DD WELEWIRE FABRIC. INSTALL ALIGN W5W-TOW z O BETWEEN CENTER I$ UPPER 3 OF SLAB, TOP NOTCHES Of TOP �y O 3/4" H.D. CALV. SECURE IN PLACE DURING POUR. - a ° PLATES PLATES O CARRIAGE BOLTS W/ END II a a ° ° Z a °a lu — [n NUT AND (2) OVERSIZED o ii O d WASHERS; COUNTER-SINK DFL, SP OR < INTO BEAM AS REQ'D I I SGL WOOD Lu < :< Q 3" MIN. FURRING Z UA z4 2" MIN. lo 111 1 • BLOCK (RECUIRED TRONO-WALL -1 O ~ _ ° 2" WOOD 5HEARWALL CD W =- = GRADE MIN. FRAMINO�y2l1 MEMBERS) SECTION SECTION GALVANIZED 20 CAGE 3" MIN. 5D5'4" x 4x FRAMING 6x FRAMING EXTEND PLYWD � FLOOR SYSTEM AS YERGO PLW2 DECKING 3y2" w SIDING 5" LOWER THAN d NOTED ON PLAN TOP OF TIMBER PILE (OR EQUAL) (1) LAYER OF THK. GYPSUM 12" MIN. DIAMETER, Q 8 F— MEASURED 5'-O" WOLM. PSL BEAM AS NOTED ON PLAN; FOR 5Ye"-�Y2° FRAMING, ATTACH DFL, 5P OR SGL w WOOD FURRING BLOCK BETWEEN WSW PANEL AND ~ BD. TYPE "C", INSTALLED PER z CONNECT USING CAL\/. M HWH #5 RT HILTI WSW-TOW WITH SD5Y4" x 3Y2° SCREWS MIN. OR Ibd = 0 FIRE RATED MANUFACTURER SPEC'S OF = x FROM BUTT OF PILE b z SELF-DRILLING SCREW ATTACHMENTS COMMON NAILS (5 TOTAL FASTENERS FOR WSN12, 10 0 .J SEALANT TRI FORGE OPEN-WEB JOISTS - Q Fld OR WSW18 AND 14 FOR WSN24). MINIMUM BLOCK Q N m `' TREATED, TAPERED SIZE IS 13/4" x IIYe," x WSW PANEL WIDTH. FIRE RATED SEALANT w TIMBER PILE S I MPSON G,ALV. HDU2-SDS2.5 HOLDOWN FLUSH BEAM AS J NOTED ON PLAN rj S I MPSON SHEARWALL DETAIL 12 MIN. DIAMETER, 3/4" 0 H.D. QALY. CARRIAGE BOLTS W/ IA--700 SCALE: I" = I'-D" MEASURED 3'-O" END NUT AND (2) OVERSIZED WASHERS; FROM BUTT OF PILE COUNTER-SINK INTO BEAM AS REQ'D FOR 2X6 AND WIDER WALL FRAMING, OUT SLOTS IN TOP PLATES TO ALLOW MSK HOLDOWN TO PA55 THROUGH. DO NOT NOTCH DOUBLE TOP PLATE. 8" MIN. TIP DIAMETER; SHOULD LENGTH OF TIMBER PILE DIFFER FROM PLANS, VERIFY MIN. TIP GRADE DIAMETER PER ASTM D-25 - PLAN VIEW SPECIFICATIONS FOR ROUND 2ND STORY STRONO-WALL 6x FRAMING TIMBER PILES WOOD 5HEARWALL TREATED, TAPERED = z PLACE 2ND STORY WSW OVER THE MSK TIMBER PILE 0 1 HOLDOWN BOLT AND SECURE WITH HEX -1 Q Z NUTS (PROVIDED). SNUG TIGHT FIT MSK CA HBEARING N (n =' DO NOT USE AN IMPACT WRENC . BLOCK (-2-TOOL SLAB DETA I L • USE I5i(6' WRENCH FOR 7/g" NUT -1Co SCALE: 3 4" = I'-O" • USE IY2" WRENCH FOR I" NUT . . HEX NUT / AND STRUCTURAL ODE APPROVED T ODE APPROVED WASHER WATER RESISTIVE WATER RE515TIVE BARRIER I BARRIER A—'f00 7.5" MIN. TIP DIAMETER; MINUMUM I" EPDM I INUMUM �" EPDM ' SHOULD LENGTH OFI I • ' TIMBER PILE DIFFER FROM ZIP BOARD I FURRING N PLANS, VERIFY MIN. TIP I I ARDIE REVEAL 2.0 8 Ij" COUNTERSUNK W DIAMETER PER ASTM D-25 PANEL VERTICAL I I STAINLE55 STEEL ATTACH MSK HOLDOWN TO SECTION SECTION " GYPSUM IloeSIDING I I 5GREW WITH FILLER FIRST STORY WSW PANEL 4x FRAMING: 6x FRAMING: 0 SPECIFICATIONS FOR BOARD I 8 1j" COUNTERSUNK I I 4, 2" 5PAVN5 U51NO IOcd x 2Y2" NAILS MIN. SEE 5/A-700 FOR SEE 5/A-700 FOR U ROUND TIMBER PILES I 5TAINLE55 STEEL 5GREW I WITH FILLER CONNECTION CONNECTION Lu I I ORIZONTAL 15T STORY STRONG—WALL ADETAILS DETAILS o VENT STRIP TRIM WOOD 5HEARWALL TIMBER FILE DETAIL I ARDIE REVEAL NRB TURNED I I 2.0 PANEL j A-700 50ALE: 5/4" = 1'-0" INTO OPENING VERTICAL SIDING C S I MPSON SHEARNALL. DETAIL L (2-STORY STACKED) 5TAINLE55 STEEL --100 INCLUDED ANDRAINAGE FLASHING I I �" ZIP BOARD SCALE: I" = I'-O" �--� AIR SEAL B/W AIR SEAL ` -D DOOR AND WRB DOOR OR WINDOW MIN. " FURRING p HEADER ' k RIM JOIST, BEAM, 0-3740b Q �•� OR BLOGKINO 5 AND 6 ARDIE REVEAL 2.0 IF APPLICABLE A- OO A-BOO PLACE STRONG-WALL" WOOD 5HEARWALL PANEL VERTICAL 51MINO T�•OF NE�� OVER THE CARRIAGE BOLTS AND SECURE 8 Ik COUNTERSUNK WITH WASHER AND HEX NUTS (PROVIDED). I I STAINLE55 STEEL 5GREW SNUG TIGHT FIT REQUIRED; DO NOT USE AN I I WITH FILLER TOP PLATES IMPACT WRENCH. GHIM. CHASE SEGURINC © 5TD. SIDE WALL I I INIMUM �" EPDM � PROJECT: WSW-TOW SHEAR ..,,, -WALL" : ' TRANSFER PLATE • USE 1%," WRENCH FOR Yg" NUT WOOD 5HEARWALL CODE APPROVED WATER NOTE: 78" MAXIMUM WOOD • USE V2" WRENCH FOR I" NUT RESISTIVE BARRIER (SIM. ® CHASE WITHIN PLANE OP ROOF E LI O D RO MYl"IS OR SHIMS N/STUDS TO ATTIC FLOOR S BLK'& TO GREATER THAN YS", SEE SEE MANUFACTURER �" ZIP BOARD R/L SIDES w/STRAPPING TO R/L 51DEW MANUFACTURER • • � 0 RESIDENCE SPECIFICATIONS. SPEGIFIGATIONS FOR ° o w ALLOWABLE EDGE AND TOP PLATE® IL 0 _3 (A N FACE DRILL ZONES . . . • • HEX NUT AND " FURRING GHIM. CHASE WALL P z D I STRUCTURAL ,Z� 0 STRONG—WALL" • ° WASHER VENT STRIP 600 LEETON DRIVE WOOD 5HEARWALL • • � � SOUTHOLD, N.Y. 11971 " 5PAGINO MINIMUM z 4 WSW HOLDOWN -- -- l ROOF o i-------------- z DRAWING TITLE: STAINLESS STEEL � DRAINAGE FLA5HING ° DESIGN DETAILS . � JJ REQ GONG. D BLOCKING O U1 `} ° HEX NUT AND MIN. &" UNFINISHED GRAD O BOARD E TO ALIGN w/STRAPPING Q� A— O CLEARANCE, 2" SLAB, DECK, ® EA. LEVEL ABOVE w N w STRUCTURAL OR 51MENALK CLEARANCE, OR THE FIRST FL. ® z w :: WASHER o o CODE REO.D. WHICHEVER 15 (mss 6 SMALLER FLOOR/CLO. :0:1 J" 0 H.D. OALV. CARRIAGE GRADE PAGE: BOLTS w/ END NUT AND (2) OVERSIZED WASHERS A-700 SIDE YIEW FLAN VIEW S I MPSON SHEARNALL DATA I L S I MPSON SHEARNALL DETAIL � WALL SEGTI ON DETAIL DATE: 4/22/19 8 OF 10 -700 SCALE: NTS A-700 SCALE: 1" = 1'-0" A-700 SCALE: 3/4" = I'-O" TOP OF ROOF_PERIMETER --- --- _ _ _ _ _ _ _ ELEV. +43.3' T- = LAP HARDIE SIDING BOARD O O (DARK GRAY) i 1 m m ELEVATION NOTES: TOP_ OF _ROOF PERIMETER I ALL WINDOW5 GALLE OU ELEV. +39.0' --------- - --- .�: :a e. --- WITH "T.G." SHALL BED T . . ,. . . .. • •.., ... .. .1 a raw rt' - TEMPERED GLASS r T . ••. .. - .; • :.::e•.... " .. HARDIE GEMENT . .. ... ,. .• . . - . ..:�•• 51DI OARD ;. N6 B . .., , . ,.� r T.G. T.G. . .. t.t, IGHT RA _ .a.. t (L G Y , '. PROPOSED FLAT ROOF .. t -,v•.+ -- O O ----_- .. EL EV. 35.5 . .. . .: � f- , . / \ .:,. . . / / / / O ., / / / / - w O� .. . , _ _ l� - �z � .." / T.G. ,.. .. , \ \ \ - \ \ T.G. T.G. J .. .. , -!::. A .: . \ / O : R \ \ \ \ G G • v O ,,` O O O O , - U TG W " ::. I- , PROPOSED SECOND FLOOR - F.F. .•, . " _ _ - G 6 - U --------- - O O F.F. _--- _ J EV 23.9 , " . . U o " : HARDIE GEMENT u� .._. >. •... . .. . , .. : ,: ... SIDING BOARD - Q m ( IGHT GRAY) ul L . i m . m - / \ , ",'., _ / �' O / \ ,. LAP HARDIE . . = w .: O SIDING BOARD m :;:: .:. . (DARK GRAY) , N .. " _ . - O l� i . . tr O R \ / i z �p ... \ / T.G. T.G. w . . \ \ \ \ PROPOSED FIRST FLOOR v \ / D F F J J J J O • ---------- O O O O O O ELEV. +16.3' -�� -:'- PROV. WooD '.' '"'" T LOUVERS - FOUNDATION O O . .. XTERIOR BREAK E . . FLOOD RESISTANT . . , F F. .,.. ... . ,. ..: :' AWAY WALL AND 50� GTION E E VATION < - - GONSTRU L `- -- - .. . Og)gp- DFE BFE 2 -- L , . . . ELEV. +15.0 ,,,r' ; WOOD '•..r� •, r '.'`� ..Y•. s?,n �:� FEMA Bl_E _� LouVER '��.yt :�. ..Y *1 :+ ELEV. AE +13.0'--- GARAGE `u.'• ,,:; �,;� DOORS;50% ::;„� -. ,r••• OPEN/CLOSED N,'., ,xi it �; c��, AVERAGE GRADE PROV. WOOD LOUVER5 ® AGGE55 PANEL IN LOUVERED ?,:� ;l A ''%° w�-W FOUNDATION EXTERIOR WALL ELEV. +8.3' ----- ;. ,'�•: •r FAST ELEVATION (FRONT) NORTH ELEVATION (RIGHT SIDE) SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O"' f2 z w 2 2 O U w Q LAP HARDIE LAP HARDIE __ -_ p SIDING BOARD SIDING BOARD . (DARK GRAY) (DARK GRAY) i I o O � m P ' m i .. , . . , . - . . . , ." , . ., , . . . . .... . , HARDIE GEMENT '�.. � HARDIE GEMENT '� f „ IN BOARD SIDING BOARD . , SID G M. O I T RA 7 . .. LGH 6 ,.... IGHT GRAY ( Y) +'i)` " (L ) O . . ,.... : . . - , r , . . " . . �. . , , 0 0 5 3 4 , y 74 .. . T . .. •. 0 F . , , , / / / .. L L L O O . O = IL' _ • : ;:::". \ \ \ \ , R ' P OJECT• . ... :: \ \ \ .. ..,.. ":. H H H : , O O B , O .� . O , , ... , FF m . . .. . . RE - -- . . ' • . / \ 600 LEETON DRIVE . , . , , . . .. . . . ...". . . , - -� :, . . -. / \ K . ,, O I `;: .'I _ M .. - ,'.... , >.., .. 0 DR WIN TITLE: LEVATIONS i \ / .. E D J O O ,- .. .. . .. : F. F F.F.' . --- --- - t:�: - � .,: .. V..: PAGE: .. - s.�, z t .*.x; -S`*• 'sir . .,yr ' !•.\. 4+^ :- .. h.'Y• 'moi�; ,�? .. :hrtt• �..•• _� ,.; a • 4/22/19 .:,.. ;. � ;�. DATE: 9 O F 10 PROV.WOOD LOUVERS ® - N.-A a' �' '~• ~t Lr: FOUNDATION EXTERIOR NEST ELEVATION (REAR) SOUTH ELEVATION (LEFT SCE) SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" 4" FRESH AIR VENT THROUGH ROOF I FULL BATH FULL BATH LAUNDRY 3"I FULL BATH FULL BATH „ ___—I LAUNDRY _ ALL PLUMBING WORK SHALL CONFORM TO p p p LOCAL PLUMBING CODE O o ---r— r— 1 — 2"1 �a Qa LL2 :2111 „1 2..1 1 2"� Q 1 w I I I r1 I 11 PROVIDE "ABE500 FP200 FR Q I 1 4 1 4 [z 12„ 12” I I EXPANDING FOAM" (OR EQUAL) O Q4 1 1 I I I I Q4 Q I i O I 1 I I AT ALL PENETRATIONS IN FIRE w I I� UI I I (v U I IK �I U I I U LEGEND w I I RATED WALLS AND N x. x x: dJ x• x. I dJ N I 3' FLOOR I V = _ _ v I I I I „ FLOORS/GEILIN65. PRODUCT ' I - SHOWER N1 1= I IcV m ( Iry I- m i - HOT WATER I DRAIN w/3 N �N �I N N I� N I� cv� cV NI I� -----� SUPPLY (SHOWER 2” 1 1 I 2 SAP CONFORMS TO A5TM E 814, I� I — I — I �' I� TUB WASHER TUB 1 i ASTM E 84,AND UL 1471 WASHER ---------6----=- --------- --- t,---------=— GOLD WATER .._.._.._.._.._.._.. .._, .._.._.. y._.._. I .._.._�_.._.._.._.._.._. �.. ------- . �.._.._.._ 2 _.._.._.._.._. SUPPLY G.O. 2 3 3 I G.O. - : i LAUNDRY MECH. CLOSET HALF BATH KITCHEN I I LAUNDRY HALF BATH KITCHEN NOTE: i PROVIDE "ABE500 FP200 FR ALL PLUMBING WORK _ — ! I EXPANDING FOAM" (OR EQUAL) —`r SHALL CONFORM TO j I AT ALL PENETRATIONS IN FIRE —T"— I LOCAL PLUMBING GORE K NEW WALL HUNG LP I RATED WALLS AND w r I I O I I FLOORS/GEILIN65. PRODUCT O I 1 1 2„ O WATER HEATER p� I CONFORMS TO ASTM E 514, W � 2 I 211I I GLEAN OUT uJ- ASTM E 54, AND UL 14-71 IL 1 I 1 3" AS REQ'D � ! I 1 I 7, I I EXIST. F.A.I. TO _� j I X I I Q I U REMAIN (V.I.F. I 2 3" FLOOR ABOVE DFE) I i I I v _� I V N ! j =1 10 DRAIN w/3" 1= - I 1= I - 1 - 0 2" I 2 TRAP I I iv I N m iv 1 N I N I I ry = J 1 2 DW WASHER WASHER (� J d� --------------- ----=------ — — ----- --------tfi : G.O. .._.._.._.._.._.._.._.._.._.� .._.._.._.�I .._..—.._.. -------------- 0.0. .ter,_.._.._.._.._.. Q CONNECT TO EXIST. WATER 4" z SUPPLY SYSTEM O OUTDOOR 4" HOUSE W SHOWER N N MAIN DRAIN N 0 i 0 lu 4„ O T U O pr O HOU5E TRAP OR' o vL ww ui Lu m tu G.O. I - I 4" TO STREET BACKFLOW PREVENTION: TO SEWER BACKFLOW PREVENTION: j rNATER MAIN SYSTEM PROVIDE BACKWATER ..—• —•.—•.�+ PROVIDE BACKWATER VALVES IN COMPLIANCE WBC 6501.1 AMMENDDMEME N WITH E30 IN COMPLIANCE WITH NTS TO PG 715 d BG 6501.1 AMENDMENTS TO ASCE 24-05 ASCE 24-05 SECTIONS'7.3.3 d "1.3.4. SECTIONS 7.3.3 b -1.3.4. FLUME31 N RISER - DRAIN / NASTE / VEIN FUMBIN5 RISER - SUFFLY SCALE: NTS 50ALE: NT5 PROVIDE "ABE500 FP200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS. PRODUCT CONFORMS TO ASTM E 514, A5TM E 54, AND UL 14-71 FLOOR J015T Z Lu SPIKE TOP PL. TO UNDER SIDE OF FLOOR SYSTEM W Ibd NAILS x v 3 EACH SIDE) - PROVIDE BLOCKING IN BETWEEN JOISTS WHEN NECE55ARY xQ FURNACE CLOSET Lu NOTE: ALL PLUMBING d w NEW FURNGE FUEL &A5 WORK SHALL CONFORM TO LOCAL ALL DOMESTIC WATER SUPPLY FLUME3FUEL 6INO A5 GORE 36"x36QFIREIDE MIN. x RATED \� f ppm LINES SHALL HAVE: O I. SELF-REGULATING FREEZE PROTECTION ACCESS PANEL �� O U HEAT TRAGER5 OF COMMERCIAL GRADE N (MATCH FIRE RATIN PIPING PENETRATIONS: BY "GHROMALOX" OR EQUAL. PROVIDE 8 [ �h ��b I. PROVIDE "ABESGO FP200 FR W/FT A5 PER MANUF. SPECS. TRACERS TO TO WALL ASSEMBLY) a D HAVE A DEDICATED CIRCUIT. (INSTALL AS ; BL. FRAMED IN �[ EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS PER MANU. 5PEG.'s) - PROVIDE GFGI AS SIDE OF SHAFT AND FLOORS/CEILINGS. REQ'DTEN 2.PRODUCT CONFORMS TO A5TM E 2. CLOSED CELL PIPE INSULATION BY ::>—F PSN_ TO IAV. 03740b MEGH. CLOSET 514, ASTM E 54, AND UL 1471 "ARMAFLEX" OR EQUAL (INSTALL AS PER FR. A5 PER COMEF MANU. 5PEG.'s) - EXTEND TO 4'-0" BELOW OF N GRADE FOR APPLICATIONS REQUIRING A FIRE OUTIL. SHAFT WATER HEATER LP 5E gDTRIM FLANGEIN O INS 40-5'10 FORLATEDRHOOD FRAM NG PROJECT: AF (1540-5'13—q) $ FIRE NEW RANGE (OR EQUAL) —ON) PER UTIL OFF051TE 5HDE5 DAMPER BY SMART O ELI 0 D R 0 M YT I S VENT (OR EQUAL) GLEAN OUTS FOR 2„x4 P.T. MILL PL. w/ DWV PIPING SHALL NCH RESIDENCE COPPER TERMITE SHIELDD n LONG MASONRY p BE ABOVE GRADE ANCHORS ® 12 O.G. I n dJ GRADE II II 600 LEETON DRIVE 6A5 SUPPLY t� SOUTHOLD, N.Y. 11971 GMU BLOCK FILL tu DRAWING TITLE: �x O WITH GROUT (TYP.) a PROPANE TANK; IZE PLUMBING RISER DIAGRAMS v L BY INSTALLER A5EID Lu ON MECH. FI RES MIN. # 5 x 6" LONG GAS RISER DIAGRAM DOWELS TO TI BEAM OR FOOTING PAGE: A-900 C AS RISER - SU�'�LY - I UT(�I TY CLOSET DETAIL A qooSCALE: 3/4" I'-O" DATE: 4/22/19 10 OF 10 = 5GALE: NT5