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�* Town of Southold 12/9/2021 o P.O.Box 1179 CIO • - 53095 Main Rd y�j41 ��ofi Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42591 Date: 12/9/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 75 Clearview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 70.-8-41 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2020 pursuant to which Building Permit No. 45814 dated 2/12/2021 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 unfinished basement covered front porch rear stoop and attached garage as aapplied for The certificate is issued to Zoumas,Ioannis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0883 12/2/2021 ELECTRICAL CERTIFICATE NO. 45814 11/8/2021 PLUMBERS CERTIFICATION DATED 10/20/2021 Gfhge Almy dis A t ri ed Signature , �fEQ TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy�• �a� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45814 Date: 2/12/2021 Permission is hereby granted to: Zoumas, loannis 2050 N Country Rd Wading River, NY 11792 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 75 Clearview Ave SCTM #473889 Sec/Block/Lot# 70.-8-41 Pursuant to application dated 2/11/2021 and approved by the Building Inspector. To expire on 8/14/2022. Fees' ' SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,187.60 CO-NEW DWELLING $50.00 Total: $2,237.60 B �` Pgvs D � D AuU `��20 FormNo.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 I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance frotn 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, I New Construction:._ d Old or Pre-existing Building: (check one) Location of Property: 75 CC0A2Vi0k j AtJE House No. Street Hamlet Owner or Owners of Property: IOA v..w%5, ZoaMPrS Suffolk County Tax Map No 1000, Section U70•oo Block Off.00 Lot - 00 Subdivision Filed Map. Lot: Permit No._ �f�j O� Date of Permit.. Applicant: NIc /_ Zoum!y _rS Health Dept.Approval: Underwriters Approval: 11 Planning Board Approval: Request for: Temporary Certificate Final Certificate (check one) Fee Submitted: $ ,50.00 Applicant Signature pF SOUlyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: loannis Zoumas Address: 75 Clearview Ave city:Southold st: NY zip: 11971 Building Permit#: 45814 Section: 70 Block: 8 Lot: 41 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 New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 62 Ceiling Fixtures 19 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 12 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 61 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt G2S Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 12' Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect 2 Switches 45 4'LED Exit Fixtures Pump Other Equipment: Central Vac, Gas Oven, Hood, DW, W/D, Micro, Fridge, Mini Fridge, 200A Panel 42 Circuit/ 39 Used Notes: New Two Story Inspector Signature: Date: November 8, 2021 S.Devlin-Cert Electrical Compliance Form 1 o�,\Zf SQ!l��o �� 1p Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q y BUILDING DEPARTMENT TOWN OF SOUTHOLD CIERTIFICATION Date: Building Permit No. -0 � 7 'Owner: A t-J.0l lire zn cAf (Please print) Plumber: x.12 G 1✓ A L M y aU D S (Please print) T— I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Sign e) Sworn to before me this Zo day of (DG�— 20__ . g\JSS�yjq��''�. Notary Public S «< Couny 5 �., MiSs joN�IP��`� hO��OF SOUIyo� f # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 I -SPECTION, N FOUNDATION-1 ST r� [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [_ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ST uA&VI c3mlJ u� DATE INSPECTOR -1%l ��OF SOUK,° # TOWN OF SOUTHOLD=BUILDING DEPT. °`ywurm,N�' 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND Al , - [ ] INSULATION/CAULKING [ ]- FRAMING /STRAPPING [ ] FINAL FIREPLACE & CHIMNEY ' -[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 3 yy INSPECTOR S� apF S0UTy0 # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycourm,� 765-1802 . . . I NSPEC ON [ ] FOUNDATION 1ST [ . ROUGH PLBG. X] FRAMING OUNDATION2ND ' [ ] .INSULATION/CAULKING [ /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION " [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1�otlr_. dvul v IVVol V�myy� DATE l INSPECTOR ho�apESOUTyOlO Li �� � Li TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND . ' [° ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [- ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O REMARKS: ezllr cl DATE v� �� INSPECTOR ,S v q SOF 50UTy # f TOWN'OF SOUTHOLD BUILDING DEPT. �`yCOux,v 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] AMING /STRAPPING [ ] FINAL [ ._ FIREPLACE &..CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] . FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A- w �n 1> - DATE (7-01/1 INSPECTOR Of 50UlyO� ,�c/ Ave TOWN OF SOUTHOLD BUILDING DEPT. °�ycourm e�' 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ =] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY`- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION` [ ] FIRE RESISTANT PENETRATION [_ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O REMARKS: A _ 1 e,,,,& &- ,_r4eJ� Ste DATE _INSPECTOR. v i� SOF SOply —— �o� 06 # # TOWN OF SOUTHOLD BUILDING DEPT. �`y�ou►m 765-1802 INSPECTION [ ] "FOUNDATION 1ST [ ] ROUGH PL13G. ] FOUNDATION 2ND ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY-- [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OeN DATE , 131 - INSPECTOR Home Energy Rating Certificate Rating Date: 2021-10-26 Registry ID: 8621 10503 Final Report Ekotrope ID: M28Yeb3L HERS' • - • Home: home'sYour - is a relative 1 75 Clearview Avenue Southold, 11971 performance score. - lower the number, the more energy $ 3 53 learn more, visit www.hersindex.com *Relative to an average U.S.home JNS Development efficient the home. Builder: Your Home's Estimated Energy Use: This home meets or exceeds the Use [MBtu) Annual Cost criteria of the following: Heating 53.3 $1,408 2016 New York ECCC Cooling 0.8 $46 2018 International Energy Conservation Code Hot Water 12.7 $322 2015 International Energy Conservation Code Lig hts/Appliances 21.5 $1,222 Service Charges $120 Generation (e.g. Solar) 0.0 $0 Total: 88.3 $3,118 HERS' Inclex Home Feature Summary: Rating Completed by: ••o.•ES v Home Type: Single family detached so Model: N/A Energy Rater: Michael Fauci Eriscing cao RESNET ID: 8619824 Community: N/A Homes c30 Conditioned Floor Area: 2,795 ft' Rating Company: Energy Testing Services iw Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference 631-244-2627 Home 1W Primary Heating System: Furnace•Propane•92 AFUE 90 Primary Cooling System: Air Conditioner•Electric•16 SEER Rating Provider: Building Efficiency Resources 80PO Box 1769 Brevard,NC 28712 70 Primary Water Heating: Boiler•Propane•0.93 Energy Factor 800-399-9620 +ate•. bo House Tightness: 1164 CFM50(2.80 ACH50) so � = 3 , Ventilation: 79 CFM.27.65 Watts(Default) j a0 This Home s w_y•„ � w Duct Leakage to Outside: 58 CFM @ 25Pa(3.89/100 W) to Above Grade Walls: R-21 ' \' ''�•�^'"� Zero Ener 10 Ceiling: Attic,R-38 Home A Window Type: U-Value:0.31,SHGC:03 Michael Fauci,C ed Energy Rater o"r,arsw, `—E—gv Foundation Walls: N/A Date: 10/28/21 at 7:00 AM 6 ekotrope Ekotrope RATER-Version:4.0.12770 75 Clearview Avenue Southold NY IndexHERSO . Date: Oct 26,2021 Registry53 HERS Annual Estimates: Rating Company: Electric(kWh): 7,101.7 Energy Testing Services Propane(Gallons): 703.9 Rating Provider: CO2(Tons): 7 S Building Efficiency Resources Rating Provider Address: Approx.Energy Cost: $3,118 PO Box 1769 Brevard,NC 28712 Home Feature Summary: Q Ma.EMm Single family detached,4 bedrooms,2,795 ftZ uo E sang ° Heating(. Energy HomeCoolingHot WatFactor tooHome Air Leak1164 CF50)ventilat79CFM ulto ThisHome Duct LT 58 CFM @ 25Pa(3.89/100 ft2) Above Grade Walls:R-21 Zero Energy Home U Ceiling:Attic,R-38 Window:U:0.31•SHGC:0.3 Foundation Walls:N/A Ekotrope RATER-Version: ekotrope4.0.1.2770 Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 75 Clearview Avenue City: Southold Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms tf more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-10-22 Outdoors Temp During Test: 65 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 CFM Simulated (explain in notes) NOTES: Renting System. Primary: Yes❑✓ No❑ Type: Furnace W1 Boiler❑Heat Pump❑.Other❑ I z Venting Type 3 Drat Spillage Sin llaee CO CO Efficiency Fuel Tvpe - — Circle Type) Pascal (Worst Case _(Natural) (Worst Case) (Natural Rating:92 0 N❑P❑✓ O❑E❑ N❑`❑M❑S_✓ N/A Pa. Pass❑✓ Fail❑_ Pass❑✓Fail_❑ N/ApPM N/A PpM Water Heater Primary: Yes ❑✓ Type: Standard Tank❑Indirect Tankless ❑ Size: 0.0 Style Common Vent❑ No Instantaneous ✓❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone ❑✓ Efficiency Fuel Type at Si s z Venting Type 3 Dr _p Rape Spillage(Natural) CO CO — (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.93 N❑P_❑✓ O❑Eo N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass(]Fail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes n✓ No❑ Oven CO 2 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 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric 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 REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: 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 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 Date: 2021-10-28 Rater Signature: Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 75 Clearview Avenue City: Southold 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 if home has multiple heating systems or water heaters) Date of Test: 2021-10-22 Outdoors Temp During Test: 65 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 CFM Simulated (explain in notes) NOTES: heating System Primary: Yes Q No❑ Type: Furnace 0 Boiler II Heat Pump Q Other❑ Efficiency t Firel Tvpe z- Venting Type 3 Drat Sip Ilage Sia llaee , CO CO Circle Type) Pascal (Worst Case atural (Worst Case) Natural Rating:92-0 NOP❑✓ O❑E❑ NQNDM❑S_✓ N/A Pa. Pass El Fail❑_ Pass❑✓_Fail❑ N/A PPM NIA PPM Water Heater , Primary: Yes ❑✓ Type: Standard Tank[—[Indirect_D Tankless ❑ Size: 0.0 Style Common Vent❑ No EL Instantaneous ✓ Commercial See Note 5 below (Gallons ❑ ( ) ) ' Stand Alone Q✓ s z Venting Type 3 Drat Spillage Spillage(Natural) CO CO E tcienc Fuel Tvpe. (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.93 NDP❑✓ O C1EL] N❑M❑S�✓ N/A Pa. Pass❑✓ Fair❑ Pass❑✓_Fail� N/A PPM N/A PPM Ovet1 Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ZNo❑ Oven CO 2 PPM I 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 geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,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 regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 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 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: 2021-10-28 Home Energy Rating Certificate Rating Date: 2021-10-26 Registry ID: 8621 10503 Final Report Ekotrope ID: M28Yeb3L HERS' • - • Annual • Home: Your home's HERS score is a relative 75 Clearview Avenue 53performance score.The lower _ ' 1 Southold, NY 11971 the - energy efficient the home. learn more, visit www.hersindex.com *Relative to an average U.S.home JNS Development Your Home's Estimated Energy Use: This home meets or exceeds the Use [MBtul Annual Cost criteria of the following: Heating 53.3 S1,408 2016 New York ECCC Cooling 0.8 S46 2018 International Energy Conservation Code Hot Water 12.7 $322 2015 International Energy Conservation Code Lights/Appliances 21.5 $1,222 Service Charges $120 Generation (e.g.Solar) 0.0 $0 Total: 88.3 $3,118 HERS*Index Home Feature Summary: Rating Completed by: M.-Ene.gy Home Type: Single family detached Energy Rater: Michael Fauci ,5O Model: N/A RESNET ID: 8619824 Existing 140 Community: N/A Homes 00 Conditioned Floor Area: 2,795 ftp Rating Company: Energy TestingServices 120 „o Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference 631-244-2627 Home loo Primary Heating System: Furnace•Propane•92 AFUE 90PrimaryCooling System: Air Conditioner•Electric•16 SEER Rating Provider: Building Efficiency Resources eO PO Box 1769 Brevard,NC 28712 70 Primary Water Heating: Boiler•Propane•0.93 Energy Factor 800-399-9620 • .w. 60 House Tightness: 1164 CFM50(2.80 ACH50)so Ventilation: 79 CFM a 27.65 Watts(Default) I '� ao This Home ^p � ,k •�. w Duct Leakage to Outside: 58 CFM @ 25 Pa(3.89/100 ft-) sPow 20 Above Grade Walls: R-21 Zero Energy to Ceiling: Attic,R-38 Home 0 Window Type: U-Value:0.31,SHGC:0.3 ichael Fauci, Med Energy Rater Less En•rry Foundation Walls: N/A Date: 10/28/21 at 7:00 AM a�11eESA(T 0 ekotrope Ekotrope RATER-Version.4.0.1-2770 The Energy Rating Disclosure for this home is available from the Approved Rating Provider. This report does not constitute anywarranty or guarantee. 75 Clearview Avenue Southold NY RatingHERS*Index Score: D. Oct 53 HERS • 050 Annual Estimates: Rating Company: Electric(kWh): 7,101.7 Energy Testing Services Propane(Gallons): 703.9 Rating Provider: Building Efficiency Resources CO2(Tons): 7.S Rating Provider Address: Approx.Energy Cost: S3,118 PO Box 1769 Brevard,NC 28712 Home Feature Summary: Q „o„F•„� Single family detached,4 r, bedrooms,2,795 ft2 Existing rco Heating:92 AFUE Homes rye Cooling: 16 SEER Hot Water:0.93 Energy Factor Reference 300 Home 'o Air Leakage: 90 1 164 CFM50(2.80 ACH50) 70 Ventilation: 60 so 79 CFM•27.65 W(Default) I ♦oThis Home Duct LTO: 58 CFM @ 25Pa(3.89/100ft2) 10Above Grade Walls:R-21 Zero EnergyHome0 Ceiling:Attic,R-38 `...f—gy Window:U:0.31•SHGC:0.3 Foundation Walls:N/A Ekotrope Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 75 Clearview Avenue City: Southold Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# I 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: 2021-10-22 Outdoors Temp During Test: 65 OF CAZDepressurization (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 0 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes 21 l No❑ Type: Furnace a Boiler❑Heat Pumper Other❑ t z Venting Type 3 DraftSpillage Sin Ila2e CO CO Efficiency Fuel Tvpe Circle Type) Pascal (Worst Case (Natural) (Worst Case) at:mal Rating:92.0 NOP❑✓_OQED NQ\DMOS_Z N/A Pa. ' PassFail❑_ Pass❑✓_Fai10 N/A PPM NIA PPM Water Heater Primary: Yes R1 Type: Standard TankaIndirect Tankless EJ Size: 0.0 Style Common Vent El No 0 Instantaneous ✓OCommercial (SeeNote5below) (Gallons) ' Stand Alone ✓❑ EfficiencyFuel Tvpe s z Venting Type 3 Drat Spillage Spillage(Natural) CO (Circle Type) (Pascal) (Worse Case) (Worse Case) co(Natural) EF: 0.93 N[IP✓❑OC]E[:] N❑MQS0 N/A Pa. Pass QFail❑ Pass✓lFail[] I N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ❑�✓ No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) _0 PPM 1 Heating System Efficiency: Enter AFUE for furnace 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 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric 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 REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. °Water Heater Style: 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 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: fr �,� ' Date: 2021-10-28 Energy Testing Services 2021 Combustion Safety Testing Foran Certified Home Address: 75 Clearview Avenue City: Southold 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 if home has multiple heating systems or water heaters) Date of Test: 2021-10-22 Outdoors Temp During Test: 65 °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❑ No W1 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑. Tyne: Furnace ✓❑Boiler❑Heat Pump❑.Other El Efficiency r Fuel Tyne z Venting Tyne 3 DraftSpillage llage Sin l[a�e CO CO Circle Type) (Pascal) (Worst Case (Natural) (Worst Case) (Natural Ratina:92•0 N❑PZO❑E❑ N❑N0MES_0 NSA Pa. Pass❑✓ Fail❑_ Pass❑✓_Fail❑ N/AppM NIA ppm Yes ❑✓ Type: Standard Tank❑Indirect_DTankless ❑ Size: 0.0 Style Common Vent❑ Water Heater Primary: No Instantaneous ✓ Commercial See Note (Gallons ❑ ❑ �( ) ) ' Stand Alone ✓❑ E-flicie ney Fuel Tvpe s z Venting Tyne 3 Drat Spillage Spillage(Natural) GO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.93 N❑P❑✓ O❑E❑I N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ I Pass❑✓Fail❑ I N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Q No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) o PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric 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 REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) ' 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 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: i%% � �,.�y Date: 2021-10-28 A' RESNET 2015 IECC R-406 Projected RESIDENTIAL ENERGY SERVICES NETWORK Energy Rating Index Report Property Organization Energy Rating Index Information Builder:JNS Development Company:Energy Testing Services Projected Rating Address: Phone: Rating No: 75 Clearview Avenue, Southold, NY Rater:Michael Fauci Rater ID(RTIN):8619824 11971 Date Rated:2021-10-26 HERS'Inde)( Estimated Annual Energy Consumption* ' More Energy Rated Home Calculated Rated Home Cost($/yr) 1s0 Energy Use(MBtu) Existing loo Heating 53.3 $1,408 Homes 130 Cooling 0.8 $46 120 Water Heating 12.7 $322 Reference 110 100 Lights&Appliances 21.5 $1,222 Home 90 Photovoltaics 0.0 $0 80 Tofal = 88':3 70 'Based on standard operating conditions 60 so -- ERI with PV:53 ao This Home ERI without PV:53 30 20 Annual Estimates Zero Energy 10 Electric(kWh):7,101.7 CO2 Emissions(Tons):7.5 Home Natural Gas(Therms):0.0 Energy Savings($)**:N/A vLess Energy oxou assNer "Based on the 2015 IECC R-406 Reference design home EnergyMaximum Rating • - . Energy Rating • - PASS This home MEETS the Energy Rating Index Score requirement of 2015 IECC R-406 for Climate Zone 4. It MEETS all of the requirements verified by Ekotrope. Mandatory requirements are summarized on the 2nd page of this report, some of which are not verified by Ekotrope. Name: Michael Fauci Signature: _- Organization: Energy Testing Services Date: 10/26/21 at 8:34 AM Rating Pro-vider Data and Seal 2T�yMcnTWcEi o`�� N Company:Building Efficiency Resources Address:PO Box 1769 Brevard, NC 28712 Phone#:800-399-9620 Bo.Y 98.146 A;� Fax#:877-399-1361 SgccRE To determine if a provider is properly accredited go to:www.resnet.us/professional/programs/search_directory (Projected. Confirmation required.) Climate Zone 4 Mandatory Requirements Provision Number Topic Compliance Decision 2009 IECC Table Building thermal envelope minimum insulation levels and PASS 402.1.1 or 402.1.3 maximum fenestration U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house R402.4.1.2 Envelope air leakage maximum leakage rate PASS R402.4.1 /Table Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.1.1 R402.4.4 Rooms containing fuel-buming appliances PASS* R402.5 Maximum fenestration U-factor and SHGC (U-Factor)PASS (SHGC)PASS R403.1.2 Heat pump controls PASS* R406.2 Ducts outside of conditioned space to be insulated to a PASS* minimum of R-6. R403.3.2 Duct sealing on all ducts PASS* R403.3.3 Duct testing for ducts in unconditioned space PASS* R403.3.5 Building cavities not used as ducts. PASS* R403.5.1 Heated water circulation and temperature maintenance PASS* systems comply R403.5.3 Hot water pipe insulated to R-3 PASS R403.6 Mechanical ventilation meeting the requirements of the IRC PASS* or IMC. Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for systems. permit R403.8 Systems serving multiple dwelling units to meet the PASS* mechanical requirements of IECC commercial code R403.9 Snow melt and ice system controls installed where applicable PASS* R403.10 Pools and permanent spa energy consumption meet PASS* requirements for heaters,time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. PASS* R404.1 High efficacy lights installed in 75%of permanently installed PASS fixtures. *This is a projected rating.These items must eventually be field-verified by the Rater,Field Inspector,Code Inspector,or Builder. Energy Code Inspection Checklist Property Organization Inspection Status 75 Clearview Avenue Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci JNS Development 75 Clearview Ave Builder Southold NY 11971 JNS Development Initial House Design General Building Information Conditioned Area(sq ft) 2,795 Conditioned Volume(cubic ft) 24,966 Insulated Shell Area(sq ft) 6,081 The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab None Present Framed Floor ElName: Framed Floor(1,303 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Name: Floor above Garage(0 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Foundation Wall None Present Above Grade Wall Name:Ambient Wall (2,556 s.f.) R-0 continuous insulation, R-21 cavity insulation Insulation Grade: I Name:Garage Wall(350 s.f.) R-0 continuous insulation, R-21 cavity insulation Insulation Grade: I 0 Name: Basement Stairs(313 s.f.) R-0 continuous insulation, R-13 cavity insulation 1 Insulation Grade: I 0 ` Energy Code Inspection Checklist Property Organization Inspection Status 75 Clearview Avenue Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci JNS Development 75 Clearview Ave Builder Southold NY 11971 JNS Development Initial House Design Rim Joist Name:Ambient Rim Joist(126 s.f.) R:21.00 Name:Garage Rim Joist(35 s.f.) R:21.00 Ceiling / Roof Name: Roof(1,398 s.f.) R-0 continuous insulation, R-38 cavity insulation Insulation Grade: I Opaque Door Name: Front (21 s.f.) R: 5.00 Name: Garage(21 s.f.) R:5.00 Name: Basement(17.7 s.f.) R: 1.30 Glazing 0 Name:ff 2 s(Front)(30 s.f.), U: 0.310, SHGC:0.3, Orientation: SOUTH Name:ff 2 s(12 s.f.), U: 0.310, SHGC: 0.3, Orientation:SOUTH Name:sf 2 s(28.5 s.f.), U: 0.310, SHGC:0.3, Orientation: SOUTH Name: sf 1 s(25 s.f.), U:0.310, SHGC: 0.3, Orientation: SOUTH Name:ff 1 e(Right)(6 s.f.), U: 0.310, SHGC:0.3, Orientation: EAST 2 Name:sf 3e(45 s.f.), U: 0.310, SHGC: 0.3, Orientation: EAST Energy Code Inspecti®n Checklist Property Organization Inspection Status 75 Clearview Avenue Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci JNS Development 75 Clearview Ave Builder Southold NY 11971 JNS Development Initial House Design Name:sf 1 e(6 s.f.), U:0.310, SHGC: 0.3, Orientation: EAST Name:sf 1 e(14.25 s.f.), U:0.310, SHGC:0.3, Orientation: EAST Name:ff 2 n(Rear)(30 s.f.), U:0.310, SHGC:0.3, Orientation: NORTH Name:ff 1 n (53.3 s.f.), U:0.310, SHGC:0.3, Orientation: NORTH Name:ff 1 n(9 s.f.), U: 0.310, SHGC:0.3, Orientation: NORTH Name:sf 3 n(42.75 s.f.), U:0.310, SHGC:0.3, Orientation: NORTH Name: sf 1 n(9.33 s.f.), U:0.310, SHGC:0.3, Orientation: NORTH Name:sf 2 n (28.5 s.f.), U: 0.310, SHGC:0.3, Orientation: NORTH Skylight None Present Mechanical Ventilation jMechanical ventilation system rated for,and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only,24 hrs/day,27.65 Watts(Default) Mechanical Equipment Heating System 1 •Propane•50% Heating Load @ 92 AFUE Cooling System 1 •Electric•50%Cooling Load @ 16 SEER Heating System 2•Propane•50% Heating Load @ 92 AFUE Cooling System 2 • Electric•50% Cooling Load @ 16 SEER 3 Water Heating •Propane• 100% Hot Water Load @ 0.93 Energy Factor Energy Code Inspection Checklist Property Organization Inspection Status 75 Clearview Avenue Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci JNS Development 75 Clearview Ave Builder Southold NY 11971 JNS Development Initial House Design Air Leakage Control Test Status: Blower-door tested House is air-sealed as to achieve 1,164 CFM50(2.80 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as: 52 CFM @ 25Pa (3.99/100 ft) Total Leakage specified as:58 CFM @ 25Pa(Post-Construction) Duct System 2 NOT entirely within conditioned space,testing required Leakage to Outside specified as:58 CFM @ 25Pa(3.89/100 ft ) Total Leakage specified as:58 CFM @ 25Pa (Post-Construction) Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015 and 2018 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/100 sq ft CFA. 2015 and 2018 IECC Performance Paths(Cost Compliance): 4 Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Energy Code Inspection Checklist Property Organization Inspection Status 75 Clearview Avenue Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci JNS Development 75 Clearview Ave Builder Southold NY 11971 JNS Development Initial House Design Project Notes 5 I/� d L ' Building Summary Property Organization Inspection Status 75 Clearview Avenue Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci JNS Development 75 Clearview Ave Southold NY Builder 11971 JNS Development Initial House Design General 661ldmg Infiormation a umber Of Bedroom_s_--_-_- - - - - - - - - Number Of Floors 2 _Gond_ 1-1as Electric Vehicle Ready Space No - --- -- ------ Unconditioned;attached gaiage?-_-_-- --------Yes-----�------ ----- ---- -- - Con-ditioned Volume[cu-ft.] 24,966 16W-Units in Building ----__- --"----_1 -�------- --" --- -- -- - - - - Residence Type Single family detached -Floof Number -- ----- - -----"-- - - -- --— Model - - RESNET/IECC 2006 Climate Zone 4A - ---- - - - --- --- -- - -- -- i `l s a`.' " y w�.. Foundation,Wall , n - ,� �. � r �a None Present 717 Foundatio*nWallkLilraryList A = ➢ tilt None Present ��. None Present SIAWLif rIX acy None Present o� `,r`a+`v: r+F Name Library Type Carpet R Floor Grade Surface Area Location Floor above Garage 30(16111.5)1(9.5)H 1 Above Grade 0.0 flz Exposed Exterior Framed Floor 30(16111.5)1(9.5)H i Above Grade 1,303.0 ft' Uninsulated Unconditioned Basement 1 116 Building Summary Property Organization InspectionStatus 75 Clearview Avenue Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci JNS Development 75 Clearview Ave Southold NY Builder 11971 JNS Development Initial House Design Framed Floor Library List Name Effective R-value 30(16111.5)1(9.5)H•. 28.848� 30(16/11.5)1(9.5)H 29.407' Rim Joist Name Library type Surface Area Location Ambient Rim Joist R,21.0 126.0 IF Exposed Exterior Garage Rim Joist. R 21.0 35:0 H' Unconditioned,attached garage Rim Joist Library List Name Effective Insulation R-value R 21.0' 21A0. Wall Name Library type Surface Color Surface Area Location Ambient Wali` 21(16f5.5)1(.5) Medium 2,556.0 fF, Exposed Exterior Basement Stairs R13(1613.5)1(.5) Medium• 313.0 T Insulated Unconditioned Basement Garage Wall 21(1615.5)1(.5) Medium 350:0 ft' Unconditioned,attached garage Wall Library List Name Effective R-value 21(1615:5)1(.5)' 18.083 R13(1613.5)1(.5). 12261, 2 Building Summary Property Organization Inspection Status 75 Clearview Avenue Energy Testing Services Results are projected Southold,NY 11971 Michael Fal JNS Development 75 Clearview Ave Southold NY Builder 11971 JNS Development Initial House Design Glazing `: Name Library Type Wall FoundationIs Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment If 1 e(Right), Andersen 400, Ambient Wall Yes 0' 0 0 East 6.0 ft' Series ff1 n, Andersen 400 Ambient Wall Yes 0 0 0 North 53.3 ft' Series ff 1 n Andersen 400 Ambient Wall Yes, 0 0 0 North 9.0 it, Series ff 2 n(Rear) Andersen 400 Ambient Wall Yes 0 0 0 North 30.0112 Series ff2 s Andersen 400 Ambient Wall Yes 4.7 1 4.7 South 12.0 ft' Series ff 2 s(Front) Andersen 400 Ambient Wall Yes 7.1 1.7 6.1 South MO ft' Series sf 1 e Andersen 400 Ambient Wall Yes 1 1.8 3.4 East 6.0 ft' Series sf 1 e Andersen 400 Ambient Wall, Yes 1 1.5 5.3 East 14.3 ft' Series sf 1 n, Andersen 400 Ambient Wall Yes. 1; 1.5 3.4 North 9.3 ft' Series sf 1 s' Andersen 400. Ambient Wall Yes 1 5.1 9.5 South 25.0 fig Series sf 2 n Andersen 400 Ambient Wall Yes 1 1.5 5.5 North 28.5 ft' Series, sf 2 s Andersen 400 Ambient Wall Yes, 1 1.1 5.3 South 28.5 ft' Series sf 3 e Andersen 400 Ambient Wall Yes 1 1.5 5.5 East 45-0112 Series sf 3 n Andersen 400 Ambient Wall Yes 1 1.5 5.5 North 42.8 R' Series rA.7der-sen400 FillV M Iame Shgc Wactor ries, 0.3 0.310 Slc�ylight ' None Present Skylight Library List None Present 3 s , Building Summary Property Organization Inspection Status 75 Clearview,Avenue Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci JNS Development 75 Clearview Ave Southold NY Builder 11971 JNS Development Initial House Design Opaque Door Name Librarytype Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance Basement Generic Door Basement Stairs 0.9 0.75, Medium 17.711' Exposed Exterior Front Fiberglass Door Ambient Wall 0.9 0.75 Medium 21.0 IF Exposed Exterior Garage Steel Door Garage Wall 0.9 0.75 Medium 21.0 fl' Exposed Exterior i Opaque Door Library List Name Effective R-value Fiberglass Door 5.00 Generic Door 1.30 Steel Door. 5.00. Roof Insulation Name Library type Attic ExteriorArea[ft2l Clay or Concrete Root Surface Color Surface Area Location Tiles Roof A38(16I9.5)(1)FB' 1,538 No Medium 1,398.0 ft- Attic Roo. Insulation Library List Name Has Radiant Barrier Effective R-value A38(1619.5)(1)FB No 30.701 V1lhole House Infiltration Infiltration Measurement Type Shelter Class 1164 CFM at 50 Pa Blower-door tested 4 4 Building Summary Property Organization Inspection Status 75 Clearview Avenue Energy Testing Services Results are projected Southold,NY 11971 Michael Faua JNS Development 75 CleanriewAve Southold NY Builder 11971 JNS Development Initial House Design Mechanical Ventilation Ventilation Type Ventilation Rate[it' Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer / minute] per day three hours Percent Exhaust Only 79 CFM 24'27.65 Watts(Default) Yes 0. Lighting %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100, 0 100 0' 100 Onsite Generation None Present Onsite Generation Library List None Present Solar Generation None Present Dehumidifier None Present Dehumidifier Library List None Present 5 Building Summary Property Organization Inspection Status 75 Clearview Avenue Energy Testing Services Results are projected Southold.NY 11971 Michael Fauci JNS Development 75 Clearview Ave Southold NY Builder 11971 JNS Development Initial House Design Contlitionin,g Equipment Name Library type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load Cooling System 1 16 SEER 24k 9178274, 0% 50% 0% Unconditioned Basement/Crawlspace Cooling System 2 16 SEER 24k 9178274 0% 50% 0% Attic Heating System 1 R92PA0401317MSA 50% 0% 0% Unconditioned Propane Basement/Crawlspace Heating System 2 R92PA0401317MSA 50% 0% 0% Attic Propane Water Heating RU99i LP 0% 0% 100%; Unconditioned Basement/Crawlspace Equipment Type: 16 SEER 24'k 917�82s74 -EqulpmenfType _ -`�-AiFConditloner— _ i Fuel Type Electric _ Fdrced Air _- --- --- -MoforType Cooling Efficiency--- -i6-SEE Cooking Capacity[kf3tu/h] 23.4 Equipment Type: iZ92PA0401317MS�► Propane �4° Equipment:Type Fumace - ---- Fuel Type Propane _-_Distritiution Type-_-_________--_-,..-_- ---_ Motor Type- PSC(Single Speed) `Heating Efficiency— - _- - -92 A_FUE Heafirig Capacity 100 ij -- -- 39 -Use default-EAE-- -----"-- No -- EAE[kWh]- 611 J Equipment Type:RU99i LP 'nom' 7E4u-ipme`nfTO Fuel-Type- -- ----- - - Propane -DFStfibuU6n Type - Hydronic`Delivery(Radiant)---- ---- -- - ----- ---_ _ ---- _.. ------------ ---- - -- - --- --- j Hot WaterEfficiency 0.93 Energy Factor �__-- -Tankless?- -- ----`-"-`---`---Yes-- �J" Hot Water Capacity[kBtu/h] 199 -Recovery Efficiency 6 Building Summary Property Organization Inspection Status 75 Clearview Avenue Energy Testing Services Results are projected Southold,NY 11971 Michael Faua JNS Development 75 Clearview Ave Southold NY Builder 11971 JNS Development Initial House Design Distribution Sy tem Heating-Equipment-- - - - - Heating System 1 Cooling Equipment ---- Sq. Supply Duct R Value 8 Return Duct-R Value --------------------- Supply --- -Retum DucfAre—a[ftJ` _"— �Leakege-tto Outdoors - �52-CFM @ 25Pe(3.99 l 100 ft') - -- ^J --T6t5II akege ---- -- .----------------52 CFM25 l Le - -- �-------- - Totaakage Duct Test Conditions Post-Construction -Use DefaulfFlow-R`ate ------ ---Yes Duct 1 -'Ductlocation ---- `-6aselnenf(in`sulated basement ceiling)'-----� Percent SupplyArea 100 PercerifRettTmArea i--- --'-"'"1'00---i"-- Duct2----..._r_.__. -Pircenf Siupply Area-=-- ------ --0 - --—----------— -- _--PercenfRetUm Area --- p-- -- ----____—^ --Percent Supply Area --------- - --p------------ - -- -- --- - -PercentRetumArea----` - --0--------"- -` Duct 4 PercenfSupplyArea ------- -___-------�--------------------------------�-_, Ducts ------- ------ --------- ------- — --1 Percent Supply Area 0 - - --- -------- - -RircentRetum Area- ` -0-`-- - -�-- ------�--E Duct 6 -'DucfLocatiari---`—`- - Conditioned'Spa`ce_ r 7----7 -Percent SupplyArea --- -- --`- `p _ 7 Building Summary Property Organization Inspection Status 75 Clearview Avenue Energy Testing Services Results are projected Southold,NY 11971 Michael Faucl JNS Development 75 Clearview Ave Southold NY Builder 11971 JNS Development Initial House Design Distribution System -Heating Equipment Heating System 2 Cooling Equipment--`---- Cooling System 2- Sq.Feet Served 1,492 Return Grilles ----� 1 -` Sup-ply Duct Area[ft2 '- _- -Retum74'.6` Leakage to Outdoors - '- 58 CFM @ 25Pa(3.891100 T) - -_TgtafLeakage-`--"`-- __ _-_-S8-CFM25-�- Total Leakage Duct Test Conditions_ -. -Post-Construction -- -' -- - -- -Use DefaulfFlow Rate -`- Duct 1 - _Du`cf Cocatio`n-"`--.` Percent Supply Area 100 `Percenf Return Area_-.--`- `-100 ---"-- ��----��-'-- Percent Supply Area 0. -PercenfRetum Asea --"— --0`-`! -�• "} Dud 3 DudfEdCa-ioii` `--"- "- -`-Condit oned_Sp ce"" Percent Supply Area 0 _-- --- P - -DudCotatio`n`" ---"" -Con_dfioned-Space ------� PP Y -ea------ _ _- ------- -- - ---- --- -- ercent Su I Ar0 - `'PercentReturrf Area Dud 5- _Dud-Location "-'_--_ Conditioned-Space ` -- - Percent SupplyArea �------__- _. -Duct 6 --- --- -_._.------_-"--- ----------=----------- -__..._-_-.--=----_--_------------ -_DecfCocation" Percenf Supply Area 0 -PercentReturnArea ---^ ^--0-_--- -- Ceiling Mill 70.42253521 - Water Distribution -_Wgte`r RWL r_e Type-- ---_ Stendard—` - Use Default Hot Water Pipe Length �- No __ _ _ ___ -� -Hof Water Pipe R3 Lengt6[ftj ` ----- -- _-63` _ - -------__ _� At Least Pipe Insulation- -? Yes -Hof Water R`etifddlation'System?---"'•_'No` _.Recirculation System Pipe Coop Length[ft]- 170 T' -Dtam Water Hear Recovery? 8 0 Building Summary Property Organization Inspection Status 75 Clearview Avenue Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci JNS Development 75 Clearview Ave Southold NY Builder 11971 JNS Development Initial House Design ' Clothes Dryer � - ---, Cef_.-- -- -- ---..-_ __-3:01--------------------- Fuel Type Electric 'Feld l7Llizafion-' ---- Timer Control's^i - Y`—__` Is Outside Conditioned Space Defaults Type -- - --� HERS Reference - Clothes Washer --Ea-el'Ene�gy Ratin---_-_-_- 400-kWrVYear--` Arinual Gas Cost -- - 27.00 Gas Rate-------- --------- --- -------$1.09%Therm ---�-- 'Capacity.-_--__--___ ----3---- -------------, Imef _ - -- _--. - - - -- -- -- ,DefaultsType-- ---_ HERS-Reference- -- `-' Load Type Front-load Is Outside Conditioned Space - _ T � --No � � - _ _ _Clothes Wds- e6 A"vail5bf -- --!-- Yes Dishwasher -Dishwasher Etficie_`n-d`-_ _ -= 270-kWfi — - Dishwasher Size Standard __ -Electric Rate _ — $0.12/kW- -Is Outside Conditioned Space No jill III Appliances and Controls -Programmable thermostat?--- -____—Yes----" -----1 Range/Oven Fuel Electric Induction Range? No -Range/Oven Outside Conditio`ned-Space?`-'-Nd -�------ Refrigerator Consumption 691 kWh/Year -RefriWr7 toy Outside Conditioned-Space? No-- ---- ----— Notes 9 Load Short Form Job: MF231 Date: Oct 25,2021 E�gy�rmg System 1 By: Michael Fauci °� Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:energytestingservicesl@gmail.com —Project • • For: JNS Development 75 Clearview Ave, Southold, NY 11971 Phone:631-929-5501 Design lnf6rmation Htg Clg Infiltration Outside db(°F) 16 86 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 54 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference (gr/Ib) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Carrier Trade RHEEM Trade CARRIER Model R92PA0401317MSA Cond 24ACC624AO0300 AHRI ref 6468401 Coil FX4DNF025L AHRI ref 9178274 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 16380 Btuh Heating output 39000 Btuh Latent cooling 7020 Btuh Temperature rise 46 °F Total cooling 23400 Btuh Actual airflow 780 cfm Actual airflow 780 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftp) (Btuh) (Btuh) (cfm) (cfm) Kitchen 466 5425 6287 208 342 Family Room 395 4470 2531 171 138 Laundry 59 1630 1120 62 61 Mud Room 81 1514 369 58 20 Powder 37 540 89 21 5 Foyer 105 3514 1052 135 57 Living Room 192 3268 2895 125 157 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w ricghtsoft" 2021-Oct-26 08:34:58 .�...,�,��_,.�. Right-Suite@ Universal 2021 21.0.08.RSU30008 Page 1 )m ...elopment 75 Clearview Ave Southold NY 11791.rup Calc=MJS Front Door faces: S System 1 1335 20360 14343 780 780 Other equip loads 0 0 Equip. @ 0.91 RSM 13009 Latent cooling 3475 TOTALS I 1335 I 20360 I 16485 I 780 I 780 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrights®ft^ 2021-Oct-26 08:34:58 ,w,..,w«• ffi..�.. 4 Right-Suite®Universal 2021 21.0.08 RSU30008 Page ...elopmenl 75 Clearview Ave Southold NY 11791.rup Calc=MJ8 Front Door faces: S Load Short Form Job: MF231 Date: Oct 25,2021 .System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:energytestingservicesl@gmail.com Proj.pct Information For: JNS Development 75 Clearview Ave, Southold, NY 11971 Phone:631-929-5501 Design.informatloh Htg Clg Infiltration Outside db(°F) 16 86 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 54 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Carrier Trade RHEEM Trade CARRIER Model R92PA0401317MSA Cond 24ACC624AO0300 AHRI ref 6468401 Coil FX4DNF025L AHRI ref 9178274 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 16380 Btuh Heating output 39000 Btuh Latent cooling 7020 Btuh Temperature rise 46 °F Total cooling 23400 Btuh Actual air flow 780 cfm Actual air flow 780 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.91 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftp) (Btuh) (Btuh) (cfm) (cfm) Bedroom 3 224 3447 3286 140 157 Bedroom 4 210 3351 3200 137 153 WIC 2 44 660 158 27 8 WIC 1 42 87 67 4 3 Bedroom 1 380 5404 5070 220 243 Hallway 84 161 132 7 6 131 Bath 149 2909 1291 119 62 Bedroom 2 213 2110 2782 86 133 Bath 1 91 1007 322 41 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` -wrfgh=o zort-oct-zs 08:34:58 Right-Suite@ U niversal 2021 21.0.08 RSU30008 Page 3 Arm ...elopment 75 Clearview Ave Southold NY 11791.rup Calc=MJ8 Front Door faces: S System 2 1436 19137 16309 780 780 Other equip loads 0 0 Equip. @ 0.91 RSM 14792 Latent cooling 1687 TOTALS I 1436 I 19137 I 16480 I 780 I 780 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .�, wrightsofr 2021-Oct-26 08:34:58 Right-Suite®Universal 2021 21.0.08 RSU30008 Page 4 X+& ...elopment 75 Clearview Ave Southold NY 11791.rup Calc=MJ8 Front Doorfaces: S Project Summa Job: MF231 1 Date: Oct 25,2021 e�R�yrenng System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:energytestingservicesl@gmail.com Pro"ect Information For: JNS Development 75 Clearview Ave, Southold, NY 11971 Phone:631-929-5501 Notes: Design Information Weather: Long Island MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 86 °F Inside db 70 °F Inside db 75 °F Design TD 54 °F Design TD 11 °F Daily range L Relative humidity 50 % Moisture difference 31 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15460 Btuh Structure 10695 Btuh Ducts 4900 Btuh Ducts 3648 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20360 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 13009 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2803 Btuh Ducts 672 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft) 1335 1335 Equipment latent load 3475 Btuh Volume (ft') 14158 14158 Air changes/hour 0.48 0.22 Equipment Total Load (Sen+Lat) 16485 Btuh Equiv.AVF (cfm) 114 53 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Carrier Trade RHEEM Trade CARRIER Model R92PA0401317MSA Cond 24ACC624AO0300 AHRI ref 6468401 Coil FX4DNF025L AHRI ref 9178274 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 16380 Btuh Heating output 39000 Btuh Latent cooling 7020 Btuh Temperature rise 46 °F Total cooling 23400 Btuh Actual air flow 780 cfm Actual air flow 780 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.80 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 'Pp-wrightts®ft' 2021-Oct-26 08:34:58 a•-• -a-•-�> Right-Suite@ Universal 2021 21.0.08 RSU30008 Pagel /7v. a ,..elopment 75 Clearview Ave Southold NY 11791.rup Calc=MJ8 Front Door faces: S Project Summar`, Job: MF231 1 J Date: Oct 25,2021 fpieans System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:energytestingservicesl@gmail.com Promect Information For: JNS Development 75 Clearview Ave, Southold, NY 11971 Phone:631-929-5501 Notes: Design Information Weather: Long Island MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 86 °F Inside db 70 °F Inside db 75 °F Design TD 54 °F Design TD 11 °F Daily range L Relative humidity 50 % Moisture difference 31 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 14084 Btuh Structure 12518 Btuh Ducts 5053 Btuh Ducts 3791 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19137 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 14792 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 980 Btuh Ducts 707 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftp 1436 1436 Equipment latent load 1687 Btuh Volume (ft3) 11487 11487 Air changes/hour 0.42 0.19 Equipment Total Load (Sen+Lat) 16480 Btuh Equiv.AVF(cfm) 81 37 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Carrier Trade RHEEM Trade CARRIER Model R92PA0401317MSA Cond 24ACC624AO0300 AHRI ref 6468401 Coil FX4DNF025L AHRI ref 9178274 Efficiency 92 AFUE Efficiency 13.0 EER, 16 SEER Heating input 42000 Btuh Sensible cooling 16380 Btuh Heating output 39000 Btuh Latent cooling 7020 Btuh Temperature rise 46 °F Total cooling 23400 Btuh Actual air flow 780 cfm Actual air flow 780 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4Ayr1ghts4mfC- 2021-Oct-26 08:34:58 +<— Right-Suite®Universal 2021 21,0.08 RSU30008 Paget ACCK ...elopment 75 Clearview Ave Southold NY 11791.rup Calc=MJ8 Front Door faces: S Manual S Compliance Report Job: MF231 Date: Oct 25,2021 Ennr�Tcis>6 System 1 By: Michael Fauci Sen+ces Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:energytestingservicesl@gmail.com Project • • For: JNS Development 75 Clearview Ave, Southold, NY 11971 Phone:631-929-5501 Cooling Equipment Design Conditions Outdoor design DB: 85.7°F Sensible gain: 14343 Btuh Entering coil DB: 76.5°F Outdoor design WB: 71.9°F Latent gain: 3475 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 17819 Btuh Indoor RH: 50% Estimated airflow: 780 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC624A00300+FX4DNF025L Actual airflow: 780 cfm Sensible capacity: 19136 Btuh 133% of load Latent capacity: 4018 Btuh 1161/o of load Total capacity: 23154 Btuh 130%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 15.9°F Heat loss: 20360 Btuh Entering coil DB: 68.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92PA0401317MSA Actual airflow: 780 cfm Output capacity: 39000 Btuh 192% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. w rightLSOW 2021-Oct-26 08:34:58 .•�•,.-«—.dam.,q Right-Suite@ Universal 2021 21.0.08 RSU30008 Page 1 ...elopment 75 Clearview Ave Southold NY 11791.rup Calc=MJB Front Door faces: S Manual S Compliance Report Job: MF231 Date: Oct 25,2021 Enei res es System 2 By: Michael Fauci 5ent Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-9333 Email:enerMestingservicesl@gmail.com Project Information For: JNS Development 75 Clearview Ave, Southold, NY 11971 Phone:631-929-5501 Cool,ing Equipment Design Conditions Outdoor design DB: 85.7°F Sensible gain: 16309 Btuh Entering coil DB: 76.6°F Outdoor design WB: 71.9°F Latent gain: 1687 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 17996 Btuh Indoor RH: 50% Estimated airflow: 780 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC624A00300+FX4DNF025L Actual airflow: 780 cfm Sensible capacity: 18797 Btuh 115%of load Latent capacity: 3898 Btuh 231% of load Total capacity: 22696 Btuh 1.26% of load SHR: 83% Heating Equi • Design Conditions Outdoor design DB: 15.9°F Heat loss: 19137 Btuh Entering coil DB: 68.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92PA0401317MSA Actual airflow: 780 cfm Output capacity: 39000 Btuh 204%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. ti 1l rig -tlsof - 2021-Oct-2608:34:58 ar .•«. ....ag., Right-Suite@ Universal 2021 21.0.08 RSU30008 Page ...elopment 75 Clearview Ave Southold NY 11791.rup Calc=MA Front Door faces: S A Residential ■ - ■ - - • Form ,/�r��r� • (Loads,I • • - RPER 1 /'7�•OC1"A!� • ' - - 15 Mar 09 At Ca�tgQ>yatluedH�el® Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Mike Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 75 Clearview Ave, System 1 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Constr_uctiorLlnformation Winter Design Conditions Building Outdoor temperature: 16 °F Orientation: Front Door faces South Indoor temperature: 70 aF North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 20360 Btuh Number of bedrooms: 0 Conditioned floor area: 1335 ft2 Summer Design Conditions Number of occupants: 4 Outdoor temperature: 86 °F Indoor temperature: 75 °F Windows Roar Grains difference: 31 gr/Ib @50% RH Eave overhang depth: 1.0 ft { Sensible heat gain: 15814 Btuh Internal shade: blinds ge Blinds,drapes,etc. Latent heat gain: 3832 Btuh oeplh Rol Total heat gain: 19646 Btuh Number of skylights: 0 HVAC EQUIPMENT • 41 Heating-Equipment-Data Cooling-Equipment-Data Blower-Data EQuipment type: Prop furnace Equipment type: Split AC Heating cfm: 780 Furnace,Heal pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 780 Model: Rheem Model: Carrier Staticpressure: 0.60 in H2O R92PA0401317MSA 24ACC624A00300+FX4DNF025L Fan's rat ed external static pressure for design airflow Heating output capacity: 9000 Btuh Total cooling capacity: 23154 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 19136 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 4018 Btuh HVAC DUCT DISTRIBUTION .1 Design airflow: 780 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: -0.3 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal Friction Rate=ASP-(TEL x1 00) declare the load calculation,equipment,equipment selectionand duct design were rigorously performed based on - building • . listed above. I understand the claims made on • be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, • •. or Authority having jurisdiction *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -F-wrights®7i1t- �4•- �-» Right-Suite®Universal 2021 21.0.08 RSU30008 Residential Plans Examiner Review ormForm RIPER I ACCK,, o ASystem Design (Loads, Equipment, D 15 Mar 09 Ak CmiEmYmj tRrDaale dlrnaka Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Mike Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 75 Clearvlew Ave, System 2 HVAC LOAD CALCULATION (IRC M1401.3) DesignConditions B-uiLding Constr_uction_Inf_ormation Winter Design Conditions Building Outdoor temperature: 16 °F Orientation: Front Door faces South Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 19137 Btuh Number of bedrooms: 4 Conditioned floor area: 1436 ft2 Summer Design Conditions Number of occupants: 1 Outdoor temperature: 86 *F Indoor temperature: 75 °F Windows Root Grains difference: 31 gr/Ib @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 17981 Btuh Internal shade: blinds E Blinds,drapes,etc. Latent heat gain: 1860 Btuh oeplh b dow Total heat gain: 19842 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating-Equipment-Data Co_oling_Equipment_Data BlowerData E❑uipment type: Prop furnace EVipment type: Split AC Heating cfm: 780 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 780 Model: Rheem Model: Carrier Static pressure: 0.60 in H2O R92PA0401317MSA 24ACC624A00300+FX4DNF025L Fan's rated external static pressure for design airflow Heating output capacity: 9000 Btuh Total cooling capacity: 22696 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 18797 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 3898 Btuh DISTRIBUTIONHVAC DUCT .1 Design airflow: 780 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: -0,3 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0,25 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal Friction R ate=A SP+(T EL x 100) declare the load.cal.culation,equipment,equipment, • duct design were rigorously performed based on - building m listed above. •- • the claims made on -se forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: MunicipalityReserved for County,Town *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -�-wrig7a$svtFt' 4•.w•� Right-Suite@ Universal 2021 21.0.08 RSU30008 T � MWRD! Mmlzmlimw,0 FA 1, Mill Il WFIRAWWOMM Mil J! i WN" e r 1 o TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? t.. rW_OWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planting Board approvalT FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 _.. Single&Separate �.ss Identification Form I� Confactc� 7 nn-Water Assessment Fomi�;.r Approved- 4 11b Mail to: Disapproved a/c (� Phone: G3I'92l-5500 Y ti20 D I AUG 0 2020 Builds Inspector APPLICATION FOR BUILDING PERMIT 'BUMPING Date ,20 vq� f�,� ®L� �;%';'�_�.?-.-� INSTRUCTIONS a.This application MUST 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. j b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas;-and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Rea' 's-Taqn t �Oil, ' additions,or alterations or for removal or demolition as herein described.The ap 1 ca a �l w apb e aws,ordinances,building code,housing code,and regulations,and to admit authonjid inspectors on premises and ii ng for necessary inspections. UM AUG 3 9 2020 NtctL Z�ur�►As (Signature of applicant or name,if a corporation) BUILDING DEPT. 256 2wirE 25a, yJAWAC- '29VE Z 11-792 7T (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder C,c-14EALAL eot trZALTo(Z Name of owner of premises ►0 A NP S ZourAAS (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer p4my— zoom peS - l"CA PArL (Name and title of corporate ofacer) Builders License No. I Plumbers License No. 50223-M$ Electricians License No. 5oSg2- ME Other Trade's License No. 1. Location of land on which roposed work will be done: AvF— Sou-r��Oc� House Number Street Hamlet County Tax Map No. 1000 Section O`7O.oo Block Or. 00 Lot A. 000 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VACANT' LANA II b. Intended use and occupancy New �ES+�eN'7IAL I{vmE 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost +6*0.600. 00 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units _Number of dwelling units on each floor- I oo F,2s- 3 om SGceap ,� If garage, number of cars Z 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front — Rear — Depth Height — Number of Stories Dimensions of same structure with alterations or additions: Front — Rear — Depth — Height — Number of Stories —'r 8. Dimensions of entire new construction:Front { 501 ______ _ Rear 5Q Depth 4& Height 3o' - I)A11 Number of Stories 2 9. Size of lot:Front 1101 Rear 10L-J< t Depth ;Zoo' 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12th i-t>ENT1 AL 12,Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES / NO Will excess fill be removed from premises?YES NO ►� 2e5o N.4w iZD _. 14.Names of Owner ofpremises lo&AmS ZoumASAddresswa��► i2�v Phone No.51&- 903- 4"42- Name of Architect Biter SEs 4"n.)S Address Phone No &81-ZPV-3351 Name of Contractor 514S&gTRAGVP& Address 9-5& aoUM ZGA Phone No. `31-q201-6600 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO V/ *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical dataon survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO V// *IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFSJFr0 N IGI� ZDu1y1i4 S being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (,g1�meA<770 , (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed th aid work and to make and file this application; that all statements contained in this application are true to the best of his knowle and belief;and that the work will be performed in the manner set forth in the applicati n filed e C ERICK E. F N ER Sw " to a ore me this -- NOtary Public-St e o Ne Y ? d .of (�L 20 N0,0192214 5 ;Qualified in OF UC Uryty My Comm.. Expiro L 30,203_ Notary blic Signature of Applicant O�OFFO(,rcoG BUILDING DEPARTMENT-Electrical Inspector H x TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # Date 2021 Customer Name ® IUi.S7-OOUl1/A-6 Electrician Name Address lC lV I . GJ j ) Phone e-mail e-mail Phone License# IPA 6_ 6 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 4F 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 for 90 da from the date abo e. Authorized by 66ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD . .o 2021Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 K TrYE' oll ',j O� T,,r�._.. : - telephone (631) 765-1802 - FAX (631) 765-9502 _. :: -rogef&southoldtownny.aov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/1/21 Company Name:Yannucci Electrical Services Inc. Name: r i c.e." License No.: 50592-ME email: Vinny@YesElectricalinc.com - . Phone No: 631-258-7324 ❑I request an email copy of Certificate of Compliance Address.: 90 ( 6 L-v-' Ilu' l JOB SITE INFORMATION (All Information Required) Name: ocq h►n;S Address: 5- C fe,, i Cross Street: Gardiners Ln. Phone No.: 631-258-7324 Bldg.Permit#: 45814 email: Vinny@YesElectricalinc.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New House, New Service 2450 SQ FT New House, New Service 2450 SQ FT New House, New Service 2450 SQ FT Check All That Apply: Is job ready for inspection?: ❑YES ENO ❑Rough In ❑Final Do you nee aa � � ❑NO Issued On V112t s;c -6 Temp Information: (All information required) Service Size ✓❑1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# FV-]New Service ❑ Service Reconnect ❑✓ Underground ❑Overhead # Underground Laterals ❑✓ 1 E]2 ❑H Frame [—]Pole Work done on Service? ❑Y ❑N Additional Information: New House, New Service New House, New Service New House, New Service PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx • rX BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD JUN 1 6 2021Town`Hall Annex - 54375 Main Road - PO Box 1179 C* Southold, New York 11971-0959 765-1802 - FAX (631) 765-9502 - rogerr(a�southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/1/21 Company Name:Yannucci Electrical Services Inc. Name: - vi C,,1M1A__C License No.: 50592-ME email: Vinny@YesElectricalinc.com Phone No: _631-258-7324 R]I.request an email copy of Certificate of-Compliance Address.: 90 1 63 R � VJV t k1 A .("- JOB SITE INFORMATION (All Information Required) Name: c, - Address: Cross Street: Gardiners L'n. Phone No.: 631-258-7324 BIdg.Permit#: 45814 email: Vinny@YesElectricalinc.com , . 'Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION-OF WORK (Please Print Clearly) New House, New Service 2450 SQ FT New House, New Service 2450 SQ FT New House New Service 2450 SQ FT Check All That Apply: Is job ready for inspection?: ❑YES ❑✓ NO ❑Rough In [-]Final Do you need a Temp Certificate?: �❑✓ YES ❑NO Issued On ' L&D± 6 Temp Information: (All information required) Service Size Z1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# 0 New Service ❑ Service Reconnect Ft/1 Underground ❑Overhead # Underground Laterals ❑✓ 1 02 ❑H Frame ❑Pole Work done on Service?; ❑Y ❑N Additional Information: New House, New Service New House, New Service New House, New Service PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xisx PERMIT# Address: a 1 / Swatches ' , I (� _ �/1 `J F Outlets 3t -__ -- - - - •t"I ' - - - -- - - - -Ali ---— -- ---.. O'ASconce u.0 Lis Fan . Fridge a. HW Exhaust Oven : Dryer Srtake5;.. i. l Service - aerator Combo p Cooktop Transfer. . A AH I Mind Ac-' - . . -Special ,�i�x-. pp � Comments: ra v $ug'F� ,' D Town Hal n ex D' �•_ s .•, .= Telephone(631),765-1802 54375 M i ad. Fax(631)765-9502 P.o. Box 1 AUG 3 1 2020.i r. Southold, NY 11971-0959 —ftf TC -ell %y rpt BUILDIIG`DEPA[ MNToil - N0710E_ OF UTILIZATION OF TIQSS�Tl(P CC tSTRUCTION, PRE-ENW .,ET RE_D';. == �' WOOD,:CONSTRU.GTION.i4RID/O �TIMBER CONSTRU,CT1l�> - �. s;.v Date •,,. s ` •cf r. _O�nel;�j� iOAraNiS �l)r�iKSr 7i _ r `e. t r2r s: iY r''_ tg ' t���?C�•` �5�. Vin..�z -_ - i S y��sF _t • t { '7. � i t y,& h 5�`�.sty fy•L;r uj r{ .��1]��. • .I �� FY ai t t wu f. Loca#�a�fof Property'{ v .A � ,.i' Pleas teke notice}that ftte(deck pplicableline) - 7 cf i1 �4 r A �y '+`{ 7° t _ t•- 7 tt' fir•• f� j '•L Z? t�u New+.commercial,©r'residential� tructiilFery`�° , �i� � u ttx z � Iz Addition to xis nig comrnerbiaij or residonflalitrucMure' �Y y errs n'fhr,�. '" %Z- �+ r h`1' C '`t t i a k' a.a'`r`�, rhabigUtQon})`o an ex�staa; d ?meresal•or refde �� struct�a : , ,' totjbe constct crtpecformed at.the sMbject properly reference move utirilltiilie Trutyp0 ',donstruction (TT) � ss - , Pre-erg°girteereda+ rood;cons#n�c�on (PUUd) r Ss dry t *FF Timber constccti�n (TC) t=F �r i{, ; µ, ft {.. 1355 Y :y .i•i'st•'1' - 'in the following locat'im' (check applreable'iin 3 Floor arcing, including girders and beams (F) RoqTframing (R) •;, o anda roof framing (FR , ,� , :3 4 Gul .Signature - : _•_ Name (person submitting this form):: NiC,IL ZoumAs, '' 'r tr Capacity,,.,(check applicable line): Owner Owner representative TrussReg7'5.d6cx Effective 1/1/2015 ' e� 4 I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application F od Permit Examined 120 ingle&Separate Truss Identification Form Storm-Water Assessment Form ontact: ey Approved 20 Mail to: '—�,fJ(� C_ f�y Disapproved a/c Phone: l 6 Expirtia _ 20 T", j 11 �',? Buil ' g Insp ctor ;M f `L_' JUN 2 0 2019 APPLICATI FOR B ILDING PERMIT :,_=.,...., P--, Date C�10 , 20 TolvVis rjF SOIJ i INS CTIONS a. This application MUST be completely filled in typ writer or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according t schedul b. Plot plan showing location of lot and of buil rags on pre 'ses,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application in not be commence before issuance of Building Permit. d. Upon approval of this application,the uilding Inspector will sue a Building Permit to the applicant. Such a permit shall be]sept on the premises available for insp tion throughout the work. e.No building shall be occupied or us d in whole or in part for any rpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expi e if the work authorized has not corn enced within 12 months after the date of issuance or has not been completed withi 18 months from such date. If no zonin amendments or other regulations affecting the property have been enacted in the interi , the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREB MADE to the Building Department for the issu nce of a Building Permit pursuant to the Building Zone Ordinance of the T n of Southold, Suffolk County,New York,and of er applicable Laws, Ordinances or Regulations,for the construction f buildings,additions, or alterations or for removal or emolition as herein described. The applicant agrees to comply wit 11 applicable laws, ordinances,building code,housing c e, and regulations, and to admit authorized inspectors on prem' es and in building for necessary inspections. (Si nature of plicant or name,if a corporation) OGS- �J��e d e w �� (Mailing ddress of applicant) S State whether ap icant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises � S�-cs - (I 26 41s/C 1^ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street :,Hamlet: County Tax Map No. 1000 Section <C_,� 13166kL " ' '�" '�,' f Lot I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy IM�� P ry�\ V,✓�� 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 Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear _Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to'property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COU TYnOF ) `�u L- Ue being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ��y VYX) (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 befor me this c�(7 day h —dim E.Fuentes WNotary Public,State of New Y 4i Notary is QuatifledIn Suffolk CO ignature of Applicant LIC.#01 FU4811709 Commission Expires April 30 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: July 1, 2019 TO: Paul Davey(Blazowski) 1365 Watersedge Way Southold,NY 11.971 Please take notice that your application dated June 20, 2019: For merger determination at: Location of property:75 Clearview Avenue, Southold, NY County Tax Map No. 1000— Section 70 Block 8 Lot 41 Is returned herewith and disapproved on the following grounds: The subject lot has merged with an adjacent lot to the east (SCTM# 1000-70-8-40) pursuant to Article II Section 280-10, which states; "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the-first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." Autho ' ed Signature CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: July 1, 2019 RENEWED: October 18, 2019 TO: Paul Davey(Blazowski) 1365 Watersedge Way Southold, NY 11971 Please take notice that your application dated June 20, 2019: For merger determination at: Location of property: 75 Clearview Avenue, Southold, NY County Tax Map No. 1000—Section 70 Block 8 Lot 41 Is returned herewith and disapproved on the following grounds: The subject lot has merged with an adjacent lot to the east (SCTM# 1000-70-8-40) pursuant to Article II Section 280-10, which states; "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall mer e unW the total lot size conforms to the current bulk schedule re uirements." Authorize ignature CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 14, 2020 TO: Nick Zoumas (Blazowski) 256 Route 25A Wading River, NY 11792 Please take notice that your application dated August 31, 2020: For permit to: construct a single-family dwelling at: Location of property: 75 Clearview Avenue, Southold, NY County Tax Map No. 1000 - Section 70 Block 8 Lot 41 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 21,345.3 sq. ft. lot in the R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet. The site plan notes a front yard setback of 24.9 feet. 4 --- Authorized Signa Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 14, 2020 AMENDED: October 8, 2020 TO: Nick Zoumas (Blazowski) 256 Route 25A Wading River, NY 11792 Please take notice that your application dated August 31, 2020: For permit to: construct a single-family dwelling at: Location of property: 75 Clearview Avenue, Southold,NY County Tax Map No. 1000 - Section 70 Block 8 Lot 41 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 21,345.3 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states, lots measuring 20,000-39,999 square feet in total size require a front_yard setback of 40 feet. The site plan notes a front yard setback of 29.8 feet. This Notice of Disapproval has been amended to reflect the revised survey last dated October 5, 2020. Authorized Sign ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS v°�0$®U Southold Town Hall Leslie Kanes Weisman,Chairperson y� �iy® 53095 Main Road-P.O.Box 1179 �® �®Dantes Southold,NY 11971-0959 Patricia ra Office Location: Eric antes Town Annex/First Floor, Robert L.ehnert,Jr. 1 ® �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®fA COU Southold,NY 11971 http://southoldtownny.gov RECO VE ZONING BOARD OF APPEALS & S I PPA TOWN OF SOUTHOLD NOV 2 3 2020 Tel.(631)765-1809-Fax_(631)765-9064 FINDINGS,.DELIBERATIONS AND DETERNIINATIO o MEETING OF NOVEMBER-1912020 LS10U0!1dTC9I14�kk' NAME OF APPLICANT: Ioannis John Zounnas PROPERTY LOCATION: 75 Clearview Avenue,Southold,"NY SCTM41000-70-8-41 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property,under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated October 2, 2020 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community,impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor.Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 21,345.3 square foot parcel located in the R-40 Zoning District. The northerly property Iine measures 101.51 feet, the easterly property line measures 200.00 feet,the southerly property line measures 110.00 feet, and is adjacent to Clearview Avenue, and the westerly property line measures 200.21 feet and is adjacent to Gardiners Lane. The property is currently an unimproved vacant lot covered with trees and vegetation, and is a corner lot with two front yards (Clearview Avenue and Gardiners Lane) as shown on the survey and site plan prepared by Tamara L. Stillman, P.L.S. last revised October 5,2020. BASIS OF APPLICATION: Request for Variance from Article XXIII, Sections 280-124 and the Building Inspector's September 14, 2020 Notice of Disapproval based on an application for a permit to construct a single- family dwelling; at 1) less than the code required minimum front yard setback of 40 feet, located at 75 Clearview Avenue, Southold,NY. SCTM#1000-70-8-41. RELIEF REQUESTED: The applicant requests a variance to construct a single-family dwelling having a proposed front yard setback of 29.8 feet where a minimum of 40 feet front yard setback is required. ADDITIONAL INFORMATION: This property was also the subject of a Waiver of Merger Application in June of 2020, Appeal #7365, that resulted in this Board overturning the Building Department's Notice of Disapproval because it was determined that in 2000, a building permit was issued to the current owner of the lot to construct a single-family dwelling, which was never acted upon. Included in Appeal #7365,the applicant presented a survey that depicted a single-family dwelling, which was wholly conforming to the code within the boundaries of the approved lot. Page 2,November 19,2020 #7438,Zoumas SCTM No. 1000-70-8-41 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 5,2020 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and.surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 5267-b(3)(b)(1). Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Many of the dwellings in the area have conforming front yard setbacks. While some properties in the area have been granted setbacks variance relief, those approvals were for additions and alterations to pre-existing non-conforming dwellings that pre-date zoning codes, not for new construction. 2. Town Law 5267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed dwelling can be situated or repositioned with a new design to meet all of the required code setbacks. This Board previously recognized the subject lot as a single and separate buildable lot based in part upon the submission of a building permit with a survey that showed a proposed single-family dwelling on the property within a totally conforming building envelop (ZBA Appeal #7365). 3. Town Law §267-b(3)(b)(3Z The variance herein is mathematically substantial,.representing 25.5% relief from the code. The applicant can develop a different design that can easily meet all of the code requirement. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law&267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Alternate code conforming plans could easily be proposed without difficulty for this property. 6. Town Law 5267-b. Grant of the requested relief is not the minimum action necessary and adequate when alternative action could be applied to meet the Town codes. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Planamento, and duly carried,to H t H1 ted o Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora;Dantes,Lehnert,and Planamento(5-0). c Aesliees Weisman,Chairperson Approved for filing /'1/e96 /2020 PROPERTY d ON THE SUBDIVISION MAP OF FAIRVIEW PARK, SECTION ONE LOT 19 FILED AUGUST 9,1961 AS MAP NO.3388 STIUATE AT PINE NECK TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK AREA OF PARCEL = 21,346± SQ.FT. OR 0.490± ACRE a a A I N/F ELIZABETH E. GORD17N N/F AND JOSEPH C. GORDON I CUSTER TACKLE INC. +�a LOT 7 LOT 8 e�N 89°3345" E 101151' °L� 7'SrDCIfADE FENTE RdADIS IraY RIAV NOTES C se•) cral� 1.MEASUREMENTSAREINACCOMMNCEWTTHUS.STANDARDS O� .JJ a01 2 THE HORIZONTAL DATUM IS IN THE NEWYORKSTATEPLANE I COORDINATE SYSTEM,NADS3(2011),LONG ISLAND ZONE 3 THE VERTICAL DATUMIS REFERENCED TO NAVDEB(GEOIDI2A) O 4.UNAUTHORIZEDALTERATIONORADDMONTOASURVEYMAP N BEARINGA LICENSEDLAND SURVEYORS SEAL ISA VIOLA7ION O' �,rcraa N, OFSECTION 7209,SUBDIVISION Z OF THENEW YORKSTATE r------ �O EDUCATIONLAW. W33 5 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED 2A¢ WITHANORIGINALOF7HELANDSURVEYORSUiBOSSED'OR W 'INKED'SEAL SHALL BE CONSIDERED TO BE VAUD TRUE J O I I gg > COPIES. CERTIFICATIONS INDICATED HEREON SIGNIFY THATTHIS r_ N� I I . SURVEY WAS PREPARED INACCORDANCE WDH THE EXISTING UUU CODE OFPRAC77CE FOR LAND SURVEYORSAOOPTED BY THE NEW YORKSTATEASSOCIATION OFPROFESSIONAL LAND CL/ ' Z� §I ��• LOT 18 SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE Ld+ I La PERSON FOR WHOM THESURVEY ISPREPARED AND ON HIS s f I BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY -- "1 AND LENDING INSBTURON LISTED HEREONAND TOTHE �r ASStGNEESOF7HELENDINGINSTMMON.CERTIFICATIONS Q ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR _— _ •• "oLlSUBSEQ! OWNERS—�_____ I,y I O V 7 RIGHTS-OFARE NOT CER77RED. rvovrr;m a smar u9mci � I �umma,o v/B.mmn y 8 THE SURVEY CLOSES MATHEMATICALLY. v CL Fs 9 UNDERGROUND UTILRIES SHOWN ON THIS SURVEYARE FROM ti X'I I L UTIUTYMARKOUTLOCATED ON THE GROUND AND/OR RECORD R1 e'B arae Eov' PLANS.BEFOREANYE)(CAVATtONIS TO BEGIN,ALL rr•�'t0•0' UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR d I +, LOCATION S2--AND TYPEBYTHERESPECTIVEURLITY iF I 15' � COMPANIES. L—-•rE am- — — ZONING lNFORMADON• In PROPERTY IS ZONED RESIDENCE R-40 O FRONT YARD SE78ACK-MIN 40 FT. SIDE YARD SETBACK-MIN 15 FT H e q,6 f j 50 0' BOTH YARDS SETBACK-M1N 35 FT ` L C REAR YARD SETBACK-MIN 50 FT a LIVABLE FLOOR SPACE AREA-MIN. 850 SO FT. A� BUILDING HEIGHT-MAX. 35 FT A CLEARVIEV AVE Ci GiR➢G%]tS L/-1 fes! IIID) aaee Js�S 89°3345" V I 96 9S LP919 5 I A EOGE Di PAVD&Nr a CLEARVIEV AVENUE 7 ocr vma Nl NAG NAa scr IN Parc a m Z�ZQ OaFO a Ofgppea)S O4y LEGEND I c, L.Sl/ 0� tT FIRE NYDRANr $ (b' VATER VALVE ~ 92 ® WATER WELL Io/s/Ea ffiI OPDAT®aerBACEs zrs V' SIGN DATE BY DESCREMON APPROY.BY �} necmuws TREE �F 050528 �O� REVISIONS CDWFERDUS SARM F�caNus Town of Southold —a— uTILmn"PAD mELE Suffolk County, New York g CERTIFIED TO: 75 CLEARVIEW AVENUE y 11 BENCIe ARR SOUTHOLD, NEW YORK C MONUMENTloannis Zoumas; FirstAmerken Vila Insurance CompenyandAbstractsim PROPOSED SITE PLAN 3l hereby wrillythat this map Basmade immanactual survey L. K. MCLEAN ASSOCIATES, P.C. x SUFFOLKCOUNTYREAL PROPERTY TAXMAP NO.: completed by me on 05/23/2020 CONSULTING ENGINEERS & LAND SURVEYORS DIS5 437 B0. COUNTRY ROAD,BROOKHAVEA— OOnOW § SECTIONICT 100. n ua m,wr er JL. — r--sm T: SECTION 070.00 �pVLlN1� ,�BLOCK 08.00 TAMARAL S77LLMAN,P.LS. Mr•—T BY its o,1, "O'nawDr n,LOT 041.000 NYSPLS No.50528 A,wone ey its Tue no e BOARD MEMBERS fjF soy Southold Town Hall ALeslie Kanes Weisman,Chairperson �� riy� 53095 Main Road•P.O.Box 11.79 ,`O 1p Southold,NY 11971-0959 Patricia Acampora Office Location: "�— Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ! �0 54375 Main Road(at Youngs Avenue) Nicholas Planamento OIyC�� Southold,NY 11971 http://southoldtowmy.gov RECEIVED ZONING BOARD OF APPEALS of d.C���•y3, I TOWN OF SOUTHOLD . AUG - 3 20 Tel.(631)765-1809•Fax(631)765-9064. Sou hold Town Clerk FINDINGS; DELIBERATIONS AND DETERMINATION MEETING OF JUNE 25;2Q2Q NAME OP APPLICANT: Susan Blazowski PROPERTY LOCATIOM .eatview Avpue, ou, o _7-SCo: 100 100U.70-841 , PROPERTY FACTS/DESCRIPTION The subject property is'a 2.1,345.3 sq. ft.parcel lochted'in an R=40 Zoning District: The property.is a corner lot.with 11O.R.-of road.frontage on-Clearview Avenue,flier runs north for 200,.21 ft,along Garduters Lane,-it,then uns.west 161 51 ft. before returning south.200 00:feet to.Clearview.Lan.& .All as_ shown on the survey-of SCTM No 1000 7.0-8-41.(ASA;lot T9)by Joseph A.Ingegno,Land Surveyor;last revised on March'%,2600 The:;subiect lot.is undeveloped at this time;. : SEQRA DETERMINATION: TheZoning Board of Appeals has-visited.tl e.property.under consideration in_Wis application and determines thafthis review falls under the Type II category of the State's List of Actions, without- further ithoutfurther steps under SEORA. LWRP DETERMINATION:- The relief, permit, or-interpietation requested in this application is listed under thea Minor Aeti.ons exempt list and is not subject to review under.Chapter 268. BASIS OF APPLICATION: Request for a Waiver of Merger petition under Article II, Section 280-10A,to unmerge land identified as*SCTM No. 1000-70-841 which has merged with*SCTM No. 1000-70=8-40,based on the Building Inspector.'s October 18,2019 Notice of Disapproval;which states that a non-conforming lot shall merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any time after:July 1, 1983 and that rion-conforming lots shall merge until.the total:lot size conforms to the current bulk schedule requirements.(minimum 40,000 sq.ft. in the R-40 Residential Zoning District); located, at 75 Clearview Avenue,.Southold,NY.. SCTM Nos..1000-10-8-40& 1000-70-8-41. RELIEF REQUESTED: The applicant requests that the ZBA overturn the Building Inspector's Notice of Disapproval by'recognizing that lot# 1000-70-8-4.0 and lot# 1000-70-8-41 are single and separate lots. ADDITIONAUBACKGROUND INFORMATION: During written and oral testimony at the public hearing of February 6, 2020,the applicant's agent testified as to the chain of title of the properties, and also to the existence of _ an approved building permit on the subject property. Chain of title was discussed for both properties and presented, to the Board.. In 1966 Dominic&Anna ar ato ou 0 tots �d4-17n-19891ot 40 was translerre- by the Eska ee of Vincent, Barbato to Vincent Barbato who then in 1996 conveyed this lot to Mr. and Mrs. Worsyz; while lot 41 (the subject lot)was transferred to Salvatore Barbato who then conveyed this lot to Susan Blazowski in 2000 v Page 2,June 25,2020 #7365,.Blazowski .SCTM No. 1000-70-8-40&-41. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6,2020 at which time written and'.oral evidence yverepresented., B.aced ugon:altestimony, documentatiop,personal inspection of the property and surrounding-neighborhood,and other evidence;:the Zoning Board finds the following facts to be true atiii relevant and tnakds tlic following findings:. The subject lot,LotAl.'.-was held in conimori ownershp With eadjorilot,Lot#40 byMa Estate ofDominic--.- . Barbato..'In 198.9 Lot#40 was bonvdyed to'Vincent-.Barbato and Lot 941 was transferred-to Salvatore Barliata. in 1996,Vincent Barbato transferred Lot#40 to the current owners,Mr. Bi:Mrs. Worsyz .and was improved with..a. single family residence for which a building permit and Certificate of Occupancy had been issued.., D to the fact . . that the$wilding bepartinent l ad issued a building;peri°nit and`thereAe'r a cert ficate..af opeupanoy;_the Town . recognized Lot#40 as a single and separate 1pt. In.2000,:Salvatore Barb ato transferred the subject lot,Lot#41'to the applicant. In lune of 2000,.prior to the*,. applicaht.taking title,a-building permit fora single-,family residence was issued. The issuance of a building permit is evi ence at e. ui mg dopa. ent recd ie subjec - Itis i}otework that the4ssuarice of the building-permit for.the subject lot occurred;affter Lot#40 had been issued a. bn tiling permit An'd eertifioate'of occupancy and after Lot#40 had been 044if erred to:anon farnxly neinher The;town has recognised:Lat#41 as a single:and separate lbt through the issuance of a;build &psrrnit, accordingly,the subject lot has nbt rneYged witch aci}otn�ng Lot# end,,?the Nat'ce of i3isappval ahptllcl be overturned:, . RESQLVT-.10 OF THE BOARD- in considering all of the above w. factors motion as offered by Member Leiirert seconded by.Member:Flariameno;.and duly earrtd, .tv overturn the buiSding departtuent's I?Icitice:of I)isappr¢val dated October 18:2019;,and determineA t the subjpctLot, identified on..the Suffolk County Tax Map 'as.Lot#1000-70=841 is reeognized'as a.single and separate lot. .. Vote-of.the Boaid:,Ayres:Members Acampora,.Dantes,and Lehnert,Planamento,and Chairperson Weisman . . Leslie K es Weisman, Chairperson Approved for filing 7 /Z7 /' AZO . r. BOARD MEMBERS Qf SOUK Southold Town Hall � , Leslie Kanes Weisman,Chairperson y> 53095 Main Road •P.O.Box 1179 �O !O Southold,NY 11971-0959 WPatricia Acampora Office Location: 'Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. .• yQ 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoOUNT`1, Southold,NY 11971 http_Hs.outholdtownny.gov . RECEa1lE0. ..,, ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ' J U L 1 2020 J U L -- 7 2020 Tel.(631)765-1809•Fax(631)765-9064 • ". BuTLD7 T(;< DEPT. out hold Town Clerk ;,''FFRWWGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 25, 2020 ZBA FILE: 7365 NAME OF APPLICANT: Susan Blazowski PROPERTY LOCATION:: 75 Clearview Avenue, Southold SCTM No. 1000-70-8-40 & 1000-70-8-41 PROPERTY FACTS/DESCRIPTION The subject property is a 21,345.3 sq. ft..parcel located in an R-40 Zoning District. The property is a.corner lot with 110 ft. of road frontage on Clearview Avenue,then runs north for 200.21 ft..along Gardiners Lane, it then runs west 101.51 ft. before returning south 200.00 feet to Clearview Lane. All as shown on the survey of Lot No.40 (AKA lot 19) by Joseph A. Ingegno; Land Surveyor, last revised on March 9, 2000. The subject lot is undeveloped at this time. SEQRA DETERMINATION: The Zoning Board of Appeals has visited'the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. LWRP DETERMINATION: The. relief, permit, or interpretation requested in this application is listed under the' Minor Actions exempt list and is not subject to review under Chapter 268. BASIS OF APPLICATION: Request for a Waiver of Merger petition under Article II, Section 280-10A,to immerge land identified as SCTM No. 1000-70-8-41 which has merged with SCTM No. 1000-70-8-40,based on the_BBuilding Wpector's.October 18, 2019 Notice of Disapproval,which states_that a non-conforming lot shall merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any time after July 1, 1983-and that non-conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements (minimum 40,000 sq. ft. in the R-40 Residential Zoning District); located, at 75 Clearview Avenue, Southold, NY. SCTM Nos.]000-70-8-40 & 1000-70-8-41. RELIEF REQUESTED: The applicant requests that the ZBA overturn the Building Inspector's Notice of Disapproval by recognizing that lot 4 1000-70-8-40 and lot# 1000-70-8-41 are single and separate lots. ADDITIONAUBACKGROUND INFORMATION: During written and oral testimony at the public hearing of February 6, 2020, the applicant's agent testified as to the chain of title of the properties, and also to the existence of an approved building permit on the subject property. Chain of title was discussed for both properties and presented to the Board.' In 1966 Dominic &Anna Barbato bought lots 40 and 41. In 1989 lot 41 was transferred by the Estate of Dominic Barbato to Vincent Barbato who then in 1996 conveyed this lot to Mr. and Mrs. Worsyz; while lot 40 (the subject lot)was transferred to Salvatore Barbato who then conveyed this lot to Susan Blazowski in 2000 Pagk,June 25,2020 _ #7365, Blazowski " SCTM No. 1000-70-8-40&41 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6, 2020 at which time written and oral evidence were,presented. Based upon all testimony, documentation, personal inspection of the property. and surrounding neighborhood, and other evidence,'the Zoning Board finds the following facts to be true and relevant and makes the following findings: The subject lot, Lot#40,was held in common ownership with the adjoining lot, Lot#41 by the Estate of Dominic Barbato. In 1989 Lot#40 was conveyed to Salvatore Barbato and Lot#41 was transferred to Vincent Barbato. In 1996, Vincent Barbato transferred Lot 441 to the current owners,Mr. &Mrs. Worsyz was conveyed to the applicant in June of 2000. At that time,Lot 441 was improved with a single-family residence for which a building permit and Certificate of Occupancy had been issued. Due to the fact that the Building Department had issued a . building permit and thereafter a certificate of occupancy,the Town recognized Lot#41 as a single and separate lot. In 2000, Salvatore Barbato transferred the subject lot,Lot#40 to the applicant. In June of 2000,prior to the applicant taking title, a building permit for a single-family residence was issued. The issuance of a building permit is evidence that the building department recognized Lot 440,the subject lot,as a single and separate lot. It is noteworthy that the issuance of the building permit for the subject lot occurred after Lot#41 had been issued a building.permit and certificate of occupancy and after Lot#41 had been transferred to a non-family member. The town has recognized Lot#40 as:a.single and separate lot through the issuance of a building permit, accordingly,the subject lot has not merged.with adjoining Lot#4:1 and the Notice of Disapproval.should'be overturned. RESOLUTION OF THE BOARD: In considering all of the above factors motion was offered by Member Lehnert seconded by Member Planameno, and duly carried, to overturn the building department's Not-ice of Disapproval dated October 18 2019, and determine that the subject Lot, identified on the Suffolk County Tax Map as Lot# 1000-70-87-40 is recognized as a single and separate lot. Vote of the Board: Ayes: Members Acampora,Dantes, and Lehnert,Planamento, and Chairperson Weisman (5-0), Leslie Kanes Weisman, Chairperson Approved for filing 6 PLUMBING NOTE• _ was GUARDS 8312.1 GUAROS6ED WW1 BEPROWDEDFORTH03EPORTIONSOF ELECTRICALNOTE- OPENSIOALKING SURFACES.INCLUDING STAIRS, AM THAN 3Comar¢Wda�� _ HAN 3AND LANDINGS,THATARE LOCATED MORE _ T 30 .ESD VETCICALI.YTO THE FLOOR wmedatl 41vndw�kedfw OR GRADE BELOW ATANYPOINT WITHIN 36INCHES HORIZONTALLY TO THE EDGE OFTHE OPEN SIDE. load . INSECT SCREENING SHALL NOT BE CONSIDEREDASAGUARD.®6fidNalla6SDS 1/4'x 2.10'ScmvaHANORAlLS 8311..8. 'llreaded rod HANSIDE OF ILS EAC HALL BERIGHT PROVIDED O ITH FOU SS THANE RIbouplervnut and SSTBanchor SIDE OF EACH FLIGHT OF STAIRS WRH FOUR OR MORE RISER6. bolt0vu-harendlobed W 0 tad U a th WaIWdWwao1 59.0• W WSIMPSON HDU CORNER .eoarra(oramlr.o 2 co Q HOLDOWN�6O%FRAMING...S NTK' 1,v.o¢pnrttm 1 LU „ 1 uap¢a.anwmz — LwU ................................................................................._,....................... ....................................... ............................................................ .................... : :••••: awmu�z J f � ' DNF a aF a P m a 4 0 LU g rn X CODE COMPLIANCE STATEMENTS: aI mu arae¢ ,q.Kg TI�1L�ry'�' w Q. U) ow¢s I.The wOkeiected for thfa purled ahall meal Nresa� 228 Tp u—'I a egs regLf—., .f R310. 5T-8' 2 MwIndawa shag malt Secllon R308 Glazing and '-3X• 8'-8' R308AHazardmWW.6_. 7 14 uo urta�rr-nsi[a w�_ AAA B'AI' a B'-8' 8'-8' 3. Wind wemregabedshallmeol Na Window Fall : •' Metl+anlwl5vslems 48.. We ti9.wlndawsshes0pm¢erR308proadlon mquimment R312.2. harartlous Fm wyaurtrH,m.ou,aw.eeors.awaamace-u¢sumea.rrwe"nom.w.anamm,wxn,r,zauxms.+uw..•-xnr d:•-f°-"3�-"°e-.d-.a-"M.--".-u-"m-"-"O-"r-"p) •.54."0""..•14.%...V•L SWIM. 16 R312 andings.mMngs8gurdsalhall mmpN WthR31I _. ��.5 Irtovurx rnrun.v eyF{[a feY 92 a$g ,{•� edf ^2 ,m�mviwwµx : rovr,muv S. OULaidallghU.90WU—pyw RE380 Z . wmn,smtF..mmNm¢a i t y - .MT.= 7. SWirwaYNumim0onsha6cemp1ywllh8303.67 and 8303.6 rw+rmwuaaxswulee¢v.�O ( .. ...........:...i:...........LL......j...i. ... .--.i.—...... .... .... T p 5 !{ 8. FbaWoMI sha0 mmpywlN R302.110w 1,302113 M0 nitr o : .......�- ........ ..••.." .... ..-.-.... ��E R 8. g¢ha0 w foml tp R302.121hm 8302.12.1 Oro8¢tpppin • zu rsweurpm ...la....... 10.FIame¢preed and¢moka-0avelOpatl lntlar(OrwaM ;•------•••-^: ' end W0nga¢ha8—py wiW R3028 Ovu R302SA 11.Flema¢woad and,moke-developed Wdea rm ;Ek r yy$y, " in¢WaVon al,Wl mmPy V0,R302.10 Nm 8302.10.5 : 4 _ I " I A '§ _ ...... m�mwmm� v mu•msxir m 11.Recessed lBhWgfirturea rekdfor +pf membrem Penetre0on aha0 meat ASTM EIIS :yry iiC6 5I X •• " and Fire Stoppin9¢s parASTM E814 ar UL 1479 w.�.""..,a„�.. 4 :3� qq8 1� ea =e�^. •.. .......................... .............••••.-. .•••• 12.E,Wnw OeU¢¢ha6 cemply Wth R507. �I9ly 4• ramvw¢ar auvm, p"nw W n,c¢ssmeraoomoaac¢v _ _ _ � Fu¢¢snuxwewutA umm.snm . azmmrav � mpuswm�wvasrmeaomn ' mn+caaapupsOavmx 4 ' yy ka�� +aa,o+cispuea•+aa b� 3'3' 4'-T' 13'S Rm�ia"a,A<arema4¢9E : :....41....' wmtx E�',Y•8 4i a>a ra�apmlar¢,awamm .... C q,.S. UNEXCAVATED m a�uxa�eaax "OVFsa,� i piai”,Odxaa,ewT4ows UP y; awuenm iO wm una 6x61oonmete¢Iab S I wIN 6x610/tOWWM, 7 v. ................................ ................ ..........................z,z... /oo.P d ........................................... ...... .......................... Na N 111b O 8 ZVT FIRE PROTECTION OF BOORS: omTtuzsuxaowe+s I ,�asoce¢carw1E00a''emz N '" "' •.I® g'BtWSareBe days. S EXCEPTION:S3, 5 7.THE AGGREGATEAREA 0FTME a^"68ap"4'e F I m�" ace o='i ao°voz : UNPROTECTED PORTIONS DOES NOT I Q 2.2x8 treat d de IIINe EXCEEDS SOFTPERSTORY ' oFEramwaooss z 21,x, ,.r... 2.BE ION 8302.WACCORDAWITH LED ^———— — 11.1 IS ALONG THE ON TE80FTHE UNPROTECTED 21'-g' "ONTO TO POSEPARATE THE UNPROTECTED Wrr PORTION FROM THE REMAINDER d.P IOP of cenaeW'R OFTHE FLOORASSEMBLY. m Fy tla aired lcegeroge TYPICALANCMOR BOLT-8403.1.6 : :.................. ........................................: : W a F � MAXIMUM SPACING:12'®7Y O.C. ... ............................................... U } e EM BEDMENTOFTWITHNUTBWASHER. ni cx�uw iau ,9 W Z 2 BOLTS PER PLATE AND HOLDAT LEAST ONESOLT•12'MAXAND3-IMMINOFFwa naD� ENDSOFPLATES. neots Y-7 S4Y Yd' 8'4T 2'-2' oszutzox ro, Wr.-,9a,.,� 2T•17Y.' 6'-SY.' 22'-T m V v c c TYPICALFOUNOATION E'v 7 INACCORDANCEWITHCHAPfER4 59-0' ai Q hal TABLE 0.404.1.2(6): 8'GIST-IN-PLACE WALL WITH Aqp HORIZOMAL REBAR PER TABLE R404.1.2(0'1)OR SEE DWG-1 NOTE p6. FOUNDATION PLAN ©Smoke DetecWr ��u '� /1 ON 16'a CASTAN-PLACE CONT.WALL FOOTING, Carbon Morrotlda Dalemor /d 2.2x6 ACO ALL FOUNDATIONES.FOOTINGSPPER TO MITE SCALE:1/4"=V-011 QRafar W DING-1 General Holes • GTl4 To%qFZ INSOL ND BE FOOTINGS TO EXTEND N�ecmder,re xim 6eNm etS dura t FOOTINGS O TINGSSOILANO BE FULLHEIGHT OR STEP 8 FC,Rt%4Ml5d NeRnid"wI q, FOOTING51VT02H. 5 ceMe�- $ g4¢ypry6 OFtrt'�+o 65�„i@� GUARORAILNOTE: STAIR HANDRAIL NOTE: Pre,Falel Faddy Built Fireplaces M122-1-FA PRO)EMONNO1E: PNauwe m!mNea vNaedamr In emmdanm Will Chapter WINDOWS,EXTERIOR FRENCH 8 SLIDING DRS bra'sd mels Wn3a MMea PrPdde NaMro)enuleatmw ake 10,faCoy-built(nd ta dam in6eHs 6ha0 Tup OFTHSW�HDrnYma6 Plamtdiutes ANDERSEN cedesM eeow JvE�arpM.bf .m! ewh m,Mwnrw✓4v.daaf9M p£A MW¢NM OF3.•A60VE TI�FW6XED e mama v4m.Mmss Mia w WRORmudeafI6EAA be Uin etordm ed and shall be Model Numbers and shall be In eaordanm with R609 iLOONAW OR ORTHOTHER 'GU-W E1HE File . os Pan'npa aM1aA ruwTm ra'Ie end Hmd¢3 ne ft aaued pbve condiinsisted In BC eUsnng.Fa the pINn6HEDOTHE EOERIORSDE OeA ES Tobeeation for Sl13 ulfi-letalled.pllp wind epeed ne .—.end aKlom nM a¢!ae naVoeedlmlrq,amnrlm bekuMan conditions ofiha9 but Fed0yAugi EELOWONTMEEMERIOR6alEOFTHE spd TablenfW140012(3e design wNdapaed - NONORETWW4WWE6APART. NMdeaaM rat,me Nen YlMe> gieplaL1 NWlbelealedll e¢uNanm W60W¢NWLCONpLY0.9 FOLLOWS and Table 3012(2),3072(3) IXCEPT:Neearpularmxdnaa tmrca A6Han¢ebNW maon,+wuatm Np 14th UL 1zT.HeaNm Mad be lnsla0edh PmVla HP L0YY-E4 glass;U-.30,SHGC e.29 M4RNv.bcW eM moon raadMe ImaM des W'raenepentdusq• VaNss''WWDOYJOPEHINO LON)ROLDEVIDES OveN 1At Me spm tldealP aldrw+y LweWbpdaerMenipMbepoW omNenm 11th Nellstlng of Na EGRESS: W W OPEMNOOONfR0.DENCE 6W1LL o—of Nm outs mnecW ebwa Nelmmtmerefinemgt Fireplem 8ln eewtlance wiW NYS mda WntPLYWRHAsIM FznW.THE OPENING Shell meal R310(MIN 3049-ANDERSEN 244 SERIES) 66uN apNare mrve,pm awuph. HeMmlaeP—te.wen MA Mae fcr HeaAhs&Heats eeglon. DEVICE AJTEROPER—NTORV.EaSETHE mtlrolm lm Mm,1•fa btlae All Fireplam shall be ryuipped wild an DEVICE6F14LLALL0W THE WuYWWTO WINDOW FALL PROTECTION:Mag meal MI 22 :-77qa be nwwanW om NliOaS iledo,air euppiy.Exedor air ducts FIALYOPEN TOMEETTxEtlEAROPENINOh- a , MagbtlULIbWd.Factory BuiltChinmeya •M-1-TOMEETEORE55R+,oz.tMall be In mwwdienm With Chapter2a wmaly,mmarrovinperNeme4a. 10 Sa U.n R1005 Faddy Bu0t Chlmnaya. W U ,,.�. Z W W r-5• 9'-9' 71'-11' 9'J'/a' 3'-f 0' W Q �Wzr\smddeIXwM a� de F¢merkwNymMeNro elMMaw (c'meMa,eI ❑ 2440H304B-2 244DH2a3a 2MOH3049.2 2440H2OIS 4 cQ Q O 2440Nan3p - 2aDH1a60 ]4 OHxSD•x _____________________ W 2-zxf02-2xB z-h-I fan 1 sat ISSI RIt1N1&tA'LVL 2.2110 23+10 �i fill O J �, 6%' %e S'• b 3' 12 r- cl Ny nt• NN W g I q aµ• II X Ln O ®� BEDROOM Ira (® f§rr J se y® § I yg VVAoSEIT 9O. NRCHEN FAMILY II Q. U) ® w I 90 fm D® ramxr tton Y OF 2'-1. o� it ® Bedroom p2 i dFi 3 g �wD D H IIs �I 9 gd Y�te 7x 10 Ri- - 1S!'-- , - s'OrtT°tnuaa 1 9 �� �:��> I $d' 2'4' 2-9• 16'.6H I zs rH N 0 t• tl�§ l��F�,";p��f fl 2v H'a"'•.� \ HALL 3%• 1 f g d I 4�j, § m8 u,mmMeazna Fico. to p $ tr LVL app„ Sneag9 onlyIo R7,3N14111LYL Lm1, FLu6H 9.L10 x! gg b 8 5a DOWN x� rd § I 10 ® ra' 4 rm� -z:s' -aa•- Q ®$ I u Guam9 �Ap ` 2.10 Ridge _ In ea gM � •.0§ 4a' b '� 4 H b m oW a m aro OPEN F a� la � roe1 x T - - �d o� .:� R r-0• b UU `r j BE�ROOMW ,I Tv DEIN 1 / I \ evmNxt 1 s A 13 iN � 4 s'4• �$ / i o� $i \•\ ����, e6 w,ae,¢mlaawlrE pm¢Ne1a6r. � / 13'-0• I /� Ff. W\y+ x 3% p1,y+yavt LW 3F• - x.niNc+ols= C e' al . � I \ Rlly4tl41/Y LVL ,,, 'p pmnde anda!N m _L _I ___ 1 \ z4aDHaos4-a - t - N. _______ am�ma x ens N .... ... 2-2pve<wawR+<e ,`. N 2440H3049-2 �' 2.2xa� I Stara eOnty I - prtlpaTe�o4o-,.m,Naa wN,a e•. 214 C.T.i®48•m b .. - .. cpvuwvmxtrvNo UI - ........................ ........................ (7 I I I x I i �mm �F"as 12t•-0•% U a^ E I I I —12 � I IL__ __, ar xra• acxro• .. a•-111%• _____44DH _______ r.Tv: tsar. 0.6x• ,� 23060 �U o 9 ry zrn,x• zr 6a' zazs a e z7-1%• firs• ARc a-r PwrE HEtcHr 2ND FLOOR PLAN 1ST FLOOR PLAN 0Wndcwmo smoke Detector 4 eMdev 5 BGLLE:1/4'=1'4Y S S -1 alOnDW MoxDetetlor are l-zxtamWnWn SCALE: QewfmR b G-1Generel Notes Pwamx++mw,wa¢, no NAME AREA of Padanmwnh Se,eie une— �e we u,RT,6 NtAe RaidarNd Flrsi FloorArea 17556v n. eoF HEN1 garsge Area 494 W of 8 COM RIDGE VEM COM.RIDGE VEM 12 ASPHALTSHINGLES 12 �S S ASPHALTSHINGLES SEP L 4 242 GVITERS S LEADERS urvme°aroorna mh AS REWIRED COM.RIOGE VENT COM RIDGE VENT TYPICAL a o Plat. mmi 1�w ® N Z 9 Ql 0 W r"m s�bnoor W Z r Flat. w W 5 0 O Q O W OUB IN LO 0 r sul°nm d ° F_wndan LJ REAR ELEVATION m i "Wk—� all t$ a � LEFT ELEVATION t a. 1 SCALE:1/4"=1'-0" 1 I {g ( I SCALE:1/4"=1'-0" I I� w'NOxm"E'x."�ixx4u 1 I I I I a ggp j��q Y I I _ _I ^°g 4 ata L__________________________ __________yJ____5 T Fgemg __ __ _ __ ;�J 'gef r--=== _ _ �_�_1`_-__-- ===-i==7= AIIGN CONT RIDGE VEM CAM.RIDGE VENT RIDGES 12 12 ASPHALTSHINGLES 10 1D ASPHALT SHINGLES 12 �8 COM.RIDGE VEM q COM.RIDGE VENT 12 Z -1-psf_Plale �S 12 12 12 \ 3moo II I�— z _ -1-P.A Plefa I (si - FE- ®� W �a 4 (� illo®'"� wUva"a, T F_wndatlw T.5 ry c I 9 RIGHT ELEVATION I 1 1 § I I I I I I I I I I ° II I I 1 I FRONT ELEVATION A a F ' SCALE:114"=1'-0" SCALE:1/4"=V-10" .; I I I I I I I I I I I I - ---------------------- --------------------- --_-- _ 5 -° Fc-o"e - ------J L� � J L rJl L L --7111- ° t Y,y SEP xam:o z r e � vM- - W W W nn cro QLLI> 7 Z 1 4 W I 4 1 emsaw.�ex...no�«�w.:warew.m.m.m.e n.. W ea tr-1X' SS•iBSt' W albI U)QO 4a 41 ,F a e' arae• as 11/i V I--' a T-A' I S-IC O Of LO 0 U) Ww I- _—.—.—_—_—. ------__—.—.—.—_—.—.—.—.—.—.—.—.—.—.—.—.—.—_—_—_ �&�3F1;�1e$�1S�eiyyEa6F HEpgs�8�II555�M�i�ge[4naield�CE° g[ 6 j h I m i y 0 �- � rcX• Ir-rs• I y � I I .�.- 8 w •� I —.—.—--------— I —.L.--------- —.{ . ——.—.———— —— 7 cswsP csmv cswm cswsv I j cswsP BNB OF I j .+aano�..tto,vwa I uvcEwAu rw..iwew.ernwa CSPF CSPF ' M 1 WSP I CSV3F I I ,a �" I IrA MnrKf0.WE6EEOElf � —=0 nu>maaemton. I.. S-SR I ab' a'a%' ]'dM' ''-11% ra§ 1'a• I i ' ..•-_...____. J j t''-iBX' 1•-10X' W{G�-, ----------------- IST ..1ST FLOOR WALL BRACING PLAN eEFF CSPF —F la-0X 6•a o 'A '�e�o Q SCP1E:114'=1•-P T-T I Ta 84 I SSi a � ua• as I I 4•a I I is I mr tea' I 2ND FLOOR WALLSRACING RAN -OFNA SCW.E 114•=1'1. S„p Canoe. sRiea.Vent TYPICAL ROOF CONSTRUCTION - Clan AAsphalt Root Shingles wl RWye I—s! faslenerz per manldadumlo spedfia4on end NYS Residenta9 Code 2020. 12 la B Water banleras par sed-R905.1.2 (Note:Double wdM menl Is required wrNrumaxovoe+••• 9 for Roolslapss beWeen 2 on 12 end 4 on 12) Fmming As per plans Wth 17 etledw grad, .pan meed aWdneI plywood Sheathing, 2e4 LK®i6'm Nail In(rerrenp N accoNana Fastener 12 Sdiedules 6 SbeppOg per eewnWO - g F,7 Flashing per R90528 ATTIC TYPICAL SOFFIT CONSTRUCTION. 17 overhang typial a"rEnmerwL 6-Wood Inds 66'Wood rake bwne,. Thin le aluminum or use'amk'or equal Melee drip etlge per 8905.2.8.5 W FNy Vmtse YnN SOWts piyaAriyt TYPICAL EXTERIOR WALL Z FAlAA E1uEA01'Avar asm an ��« 2a6Cmg-Fiw-d SWd,®16'oa. W Bedroom#3 em Bedroom#4 / .n° U,2 ,aetsn axred,-SmnmsdaPam. 0 W 1 pen Ra es Fas tin ed per F stelae OSB Sheathing. /� %ramo""s"eewEr'aE�iaw"�srwm vWsim.m: t1"niedun lenermhedule. w Vi�"Eyl,,W SldingnWdlentsseleWOn �wN z Installed per memdspem eM NYS code. LL w / Contbadpath0sWingirslalled In.c snee eon�psoa/ with drevMgs.PmWde Flre BI.Wn9 In—sel.nco 0> o with R302.11 d 8302.11.1 and Ham Dr ftteppl,psr 8302.128 R302.12.1 0 ° 4 mn DINING TYPICAL FLOOR CONSTRUCTION O W KITCHEN p��� W4-Plywood Span ReW SubfIeer ROOF PLAN p°"1T1p1t0 J GNed and N.0 d In IL J e,—I.nco Wil,the Is—,sninnhIe. SCALE:IIB'=1'-M of U Floor Jdsts and Badging es p,Code. of Ln O TYPIMMUNOATIONCONSTRUCTION (L (n Inaccordm Wthhapter4 --' — 3000 psi Alr C..lned cost-kmplam Dente web m ast4n pIue Cm°ets Wan FOMng per p� Q o'mu orrL. R403.rof.In Feundatim Plan for leeUng teed E[g rnwiEo ormira soE thickness.Connnsle Hoarnnielend VeNe ra1 p yy p R.Wcn neenlper Chapter 4.&genmtall6. 89 d} a J; 4 aatazra arrq�oien Dampmof gpm R408.2-2ffiappn sI E➢ ye BottomN trub SN Males,SN See]And Temdte sleeed per { 6 F.Ulgb BASEMENT SecmR31 B.Anchor belts per Found.b.n Plan 55 yy55 t ( be36'bsl0w sed R103.1.6 Grztla MiNmum Typ.basameM Stab INTERIOR WALL FINISH LmnrMaus Rd9e Vent anE wz0s exoapt basement Bwaa6c 6dgz�wlsss f y5b{§jp+.9fix5�`Sg fel des board r.MIn 17 M0islureResistant Wan Board on €C� SECTION-A end USCeirng a"cemrl boand onthwel,a duLngs Wawel comae. $$$${{{{5 55 [ P.M.Snr FW Ra@a 9ypnrtn wan eoaM Dowell' SCALE:114"=1'-0" and a01ng IDated e'p.,cod,,=!n'Yrers Ruww� mm 12 2e4 CT®16'oe vmm'ws1a.""coaoae requkemenU end tlmvAnga. aA'�i1 g� 12 avrEAroerua A= �9 rtAlum.rsrawlrsmex, w+mvn4mxD R10r. IREPROTECDONOFR00P3: Ta ENCEPTION:aI _ 1.THE AOMEOATEARFq DE EOTEO PORRONS ODES NOT I—E. p E%GEE08g 60 FTPFR STORY w YmRwteee°armp « INSULATION SCHEDULE 2.F.iEBL0pON01NA000R0AV' INRH 2 Unfinished 2,d Flee shag cpnp Wlh Ras-Check TIEfEPE"NPINETER OFTIE lEµCf°NEo BEDROOM ig Ste,.ge ONy UNnhabiteble AWc InsuletlDn requirements 012020 PDRnONTOSEPARATEm1EDNPROTEOTED ^ ei RnIdsnw3mdoof NYS PD 0 FRONTHEREA Vt FTHERODRASSENeLY. racarw9 Fl.t IS R-vR30 TN-1/4 $ ¢ Flat Clg' R1O a-114' I ,p r® uer(mheatedcs R-21 B-1T4' DO .1—2x6 wane a ps, S77 bwalg'nsd lap sa3 elr slang pe hwr `a'nrrarr,ne Above gentle aWcwNis R-16AJI CGH: rxrtAsmti<As' 0710) Dowa4asnthan50%glaring UUAOFAMILY em SCGH:.30 Ur °py �� Door-muco than 60%glaring U=.30 SCGH:.30 Aa Mnwcnaeawserclweo¢ous rri :1:1007 highof ienw noting(CFV.e,LED'.) BREL P—ROTECTKK'PIONS 1 3.1,hang!,per hOYr FOR IJOISTS FLOOR GYTEMS Ips Fy 6 •2M Energy SWreppOances rwn wursx'rr' U �• c 8403.6 Medmnlml verWlae Shall be plv4ded that y 0 " nr..therequlremenesofmcUoh M15o7 a QLi�.9 R4W.7 Hatlng end ending equipmentshan be Ln.mcsa Iced ineccordanco Wb,ACCAmanualJbye U' a mad thlM padYater. /a¢9,dF ry y� �r e 6mrtmi' PEDAgCy O BASEHENT .ki'1d ♦c m D SECTION-B - - D.mEaa'.rmrnpmE. YF Nc'' Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-005024 District: 1000 Section: 070.00 - Block: 03.00 Lot: 041.000 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 property 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 Susan J.Blazowsld 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 party 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. Dated:June 19,2019 FIDELITY NATIONAL ITL INSURANCE SERVICES,LLC J AND VA Sworn to before me this 19th day of June,2019 r _ Notary Public v SANDRAJ.ppLESM Notary p.Mc,tW1 G05032467 SuMA County,New York COBa WIon FVWw Aug.29, 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 • Fax:(631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-005024 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: S CTM: 1000-070.00-08.00-041.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-070.00-08.00-041.000 G. Wells Phillips,unmarried Liber 550 cp 86 TO Dated: 12/01/1892 Christopher Leicht Rec'd: 02/17/1904 (premises and more) Christopher Leicht died on August 09, 1953, devising premises to his son Fred C. Leight. Frederick C. Leicht died on July 08, 1954, devising Life Estate to his wife Edith T. Leicht. Edith T. Leicht, surviving Executor of the Liber 4954 cp 148 Last Will and Testament of Frederick C. Leicht Dated: 03/01/1961 TO Rec'd: 03/01/1961 Southold Development Corporation (premises and more) FIDELITY NATIONaDU INSURANCE SERVICES,LLC Sworn to before me this JE 19th dayof June,2019 Notary Public SMDRAJ.GOLESKt' Notary Pubk#01t30soM7 SutioBc County►,New York �� Cormnre M Exphw Aug.29,2D 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Southold Development Corporation Liber 5841 cp 590 TO Dated: 09/02/1965 William B. Smith Rec'd: 10/18/1965 (premises and more) William B, Smith Liber 5915 cp 325 TO — Dated: 02/15/1966 ('Dominic Barbato and Anna Barba o his wife, Rec'd: 02/23/1966 as tenants by the entirety (premises and more) No proof of death found for Dominic Barbato and Aima Barbato in Suffolk Surrogates Court. Salvatore Barbato and Vincent Barbato, as Executors Liber 10859 cp 374 of the Last Will and Testament of Dominic A. Barbato Dated: 05/10/1989 TO Recd: 05/19/1989 Salvatore Barbato Salvatore Barbato Liber 12050 cp 869 TO Dated: 06/09/2000 Susan Blazowski and Catherine A. Harper,as joint Rec'd: 06/23/2000 tenants with right of survivorship Susan J. Blazowski and Catherine A.Harper as joint Liber 12475 cp 300 tenants with right of survivorship Dated: 07/07/2006 TO Rec'd: 12/23/2006 Susan J. Blazowski LAST DEED OF RECORD FIDELITY NATION I�jTLE INSURANCE SERVICES,LLC G Sworn to before me this Me D VA 19th day of June,2019 Notary Public SpNmi.GOLESM Notm Pubk MIG0503M7 Susbric C *.New lbdc Commis m Elim AUD.20.20 24 Commerce Drive•Riverhead,New York 11901 9 (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES NORTH: 1000-070.00-08.00-029.000 C G.Wells Phillips,unmarried Liber 550 cp 86 TO Dated: 12/01/1892 Christopher Leicht Rec'd: 02/17/1904 (premises and more) Christopher Leicht died on August 09, 1953,devising premises to his son Fred C.Leight. Frederick C. Leicht died on July 08, 1954, devising Life Estate to his wife Edith T. Leicht. Edith T.Leicht,surviving Executor of the Liber 4954 cp 148 Last Will and Testament of Frederick C. Leicht Dated: 03/01/1961 TO Recd: 03/01/1961 Southold Development Corporation (premises and more) Southold Development Corporation Liber 6895 cp 133 TO Dated: 02/11/1971 Vito D. Cecchini Rec'd: 03/05/1971 Vito D. Cecchini Liber 7180 cp 419 TO Dated: 05/25/1972 Joseph C. Gordon and Elizabeth E. Gordon,his wife Rec'd: 06/19/1972 LAST DEED OF RECORD FIDELITY NATIONAL7E INSURANCE SERVICES,LLC Sworn to before me this JEA D A 19th day of June,2019 Notary Public smDPAJ.GOLESKI S Courtly T _ Comyft ;w Ephc Aug.29,20. 24 Commerce Drive 9 Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES EAST: 1000-070.00-08.00-040.000 G. Wells Phillips,unmarried Liber 550 cp 86 TO Dated: 12/01/1892 A Christopher Leicht Rec'd: 02/17/1904 (premises and more) Christopher Leicht died on August 09, 1953, devising premises to his son Fred C.Leight. Frederick C. Leicht died on July 08, 1954, devising Life Estate to his wife Edith T. Leicht. Edith T. Leicht, surviving Executor of the Liber 4954 cp 148 Last Will and Testament of Frederick C. Leicht Dated: 03/01/1961 TO Rec'd: 03/01/1961 Southold Development Corporation (premises and more) Southold Development Corporation Liber 5841 cp 590 TO Dated: 09/02/1965 William B. Smith Rec'd: 10/18/1965 (premises and more) William B. Smith Liber 5915 cp 325 TO -- - --�` Dated: 02/15/1966 ominic Barbato and Aima Barbato,his wife, Rec'd: 02/23/1966 as tenants by the entire -/ (premises and more) No proof of death found for Dominic Barbato and Anna Barbato in Suffolk Surrogates Court. FIDELITY NATIONAL TLE INSURANCE SERVICES,LLC Sworn to before me this JEA VA 19th day of June, 2019 Notary Public sMt3RAJ.OOLESM Notary Pubk#01 Q0503M7 Suf A Cw*,New bbtk Cwab *n Evhs:Aug.2g,20 24 Commerce Drive •Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 1 ` 1 , nr r Fidelity National Title INSURANCE SERVICES,LLC Salvatore Barbato and Vincent Barbato, as Executors Liber 10859 cp 370 of the Last Will and Testament of Dominic A. Barbato Dated: 05/10/1989 TO Rec'd: 05/19/1989 Vincent Barbato Vincent Barbato Liber 11782 cp 482 TO Dated: 06/28/1996 Gerard Worysz and lean Worysz Rec'd: 07/12/1996 LAST DEED OF RECORD PREMISES SOUTH: CLEARVIEW AVENUE PREMISES WEST: GARDINERS LANE FIDELITY NATIONAL E INSURANCE SERVICES,LLC Sworn to before me this JEA D A 19th day of June,2019 Notary Public SANDRAJ.GOLESIG N 8 t*jGa5WA 67 un ,Now YorkCOMMfFk Aug.29,20 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 TRIBOROUGH LAND SERVICES 1121 OLD WALT WHITMAN ROAD, Suite 200, MELVILLE, NY 11747•Phone No. 631-385-8844• Fax No.631-385-8298 Wednesday,June 19,2019 Page 1 of 1 LANCE LONGO, ESQ. 43 SCHNEIDER LANE HAUPPAUGE, NY 11788 Account Number: 36 (631)342-9664 Fax No. (631)297-8466 Search Number: 19-SSTL2706S Order Details: Ordered: .6/7/2019 Customer Reference: BATM Capital Corp.from Blazowski Owner(s): Susan J.Blazowski Buyer(s): BATM Capital Corp. Premises: 75 Clearview Avenue,Southold,NY 11971(Suffolk County) Date Description of charges Amount Sales Tax Payments Amount due 6/19/2019 SINGLE AND SEPARATE $1,000.00 $0.00 $0.00 $1,000.00 * Sales Tax not applied Charges: $1,000.00 Please make checks payable to: Sales Tax: $0.00 TRIBOROUGH LAND SERVICES F Payments: - $0.00 1121 OLD WALT WHITMAN ROAD,Suite 200 Total Due: 1000.00 MELVILLE,NY 11747 $ Please return this portion with your payment — — — — — Name: LANCE LONGO,ESQ. Invoice Amount: $1,000.00 Amount Enclosed: $ [ ] Please apply payment towards Search Number 19-SSTL2706S. [ ]Please apply payment towards balance under Account Number 36. Terms:All charges due within 30 days upon receipt without penalty. Please make checks payable to TRIBOROUGH LAND SERVICES PROPERTY ON THE - SUBDIVISION MAP OF FAIRVIEW PARK, SECTION ONE LOT 19 FILED AUGUST 9, 1961 AS MAP NO. 3388 SITUATE AT PINE NECK TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK AREA OF PARCEL = 21,346± SQ.FT. OR 0.490± ACRE ��— IL 4 C� N/F N/F ELIZABETH E. GORDDN I CUSTER TACKLE INC, AND JOSEPH C, GORDON 0 LST 7 LOT 8 # I APPRV L FE END 101,51' N 0.3' �p N 89°33'45" E MON MON FE END V 27' 4'STOCKADE FENCE REMAINS q' CL. FE. NOTES FE COR S 0.3' E 0.4' I. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. ss• 2. THE HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE o COORDINATE SYSTEM,NAD83(2011),LONG ISLAND ZONE. `~`r x 3. THE VERTICAL DATUM IS REFERENCED TO NAVD88(GEOID12A). q 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP IBEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION . O N ti OF SECTION 7209, , NEW YORK STATE SUBDIVISION 2OF THE �p a s0'SETBACK ___ N a EDUCATION LAW. v 3 3 5.. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED ¢ WITH AN ORIGINAL OF THE LAND SURVEYOR'S"EM80SSED"OR Y W "INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE I I ¢ COPIES. � J 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING a hII CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE r A o NI NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND v J SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE LOT 18 �i 4 z: 3i WOODS I I W PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE,TITLE COMPANY,GOVERNMENTAL AGENCY 0 5 I __ I � AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS A ARE-NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT.OWNERS. 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. '' ^^ PROPOSED 2 STORY RMMa V I •�DR00MS w7 °T F.F.E.-1Z60 8. THE SURVEY CLOSES MATHEMATICALLY. 4' CL, FE. 9. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM ti72, �� UTILITY MARKOUT:LOCATED ON THE GROUND AND/OR RECORD ti •� .':•; `: �' ,, 'a` FE.COR PLANS. BEFORE ANY E)(CAVATION IS TO BEGIN,ALL 29.8 F.L-10 GARAM ''= UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR I __ `: F'F'��ra i LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. Ee 9' I mow; r•. 15' a; _ CZONING INFORMATION: I L 40'SETBACK �� ;;c PROPERTY IS ZONED RESIDENCE R-40 10 FRONT YARD SETBACK — MIN. 40 FT. SIDE YARD SETBACK — MIN. 15 FT. e N 50.0' BOTH YARDS SETBACK — MIN. 35 FT.' REAR YAPO SETBACK — MIN. 50 FT. �^ 0, LIVABLE 0� LIVABLE FLOOR SPACE AREA — MIN. 850 SQ.FT. O BUILDING HEIGHT — MAX. 35 FT. l s SLATE VALL C ❑� V.0.2' 2 0. CLEARVIEW AVE. MON — "� GARDINERS LN. MON 4 y N e Q16 1 S 89°33'4.5" W 11 ,00' N -I STOP 49 9y1 939 P&6 ' a Cp EDGE OF PAVEMENT 0 d o CL EAR VIEW A VENU { 0 y B.M.=9.46 MAG NAIL SET IN POLE —ax N H —DH OH �-•LIL 1 OH Lq LIL 6. a s OF NEIY y LEGEND C.;, L' ST/l���P� H 7 f . . . • . • •FIRE HYDRANT pd . . • . • • .WATER VALVET 10/6/20 MF UPDATED SETBACKS WATER WELLDESCRIPTION APPRi ti ®' DATE BY 6 . . . • • • •SIGN 050REVISIONS o 0 • • • • •• -DECIDUOUS TREE �5' 528 ,y�� `cam` Town of Southold ,' •• CONIFEROUS SHRUB Suffolk County, New York l .o-• • - • •UTILITY POLE 75 CLEARVIEW AVENUE _O�. . . . . . OVERHEAD WIRES SOUTI3OLD, NEW YORK in CERTIFIED ti p . . • • • • •BENCHMARK IoannisZoumas PROPOSED SITE PLAN CONCRETE MONUMENT First American Title.Insurance Company and Abstracts Inc. L. K. McLEAN ASSOCIATES, ° I hereby certify that this map.was made from an actual survey CONSULTING ENGINEERS & LAND SURV x OKHAVEN, NEI SUFFOLK COUNTY REAL PROPERTY TAX MAP NO.: completed by me on 05/23/2020. 437 SO. COUNTRY ROAD. BRO r DISTRICT 1000 /� Heid survey By. J.L. scale: I" sD' `f e_4CCA a Office Survey By. T.L.S. Date: SEPTEMBER 17, 2020 SECTION 070.00 i BLOCK 08.00 TAMARA L.STILLMAN,P.L.S. Approved By. T.L.S. Re No. 20059.000-' — LOT 041.000 NYSPLS No.50528 TEST HOLE DATA (TEST HOLE DUG BY McDONA n .EOSCIETJC ON OCTOBER 18, 1999) SURVEY OF O' ao«eRa1'N swan LOAM OL ,� + ; sm 30 LOT 19 BRDVIN FRlE TO covaE SANG sTe MAP OF (., + `.i S >E FAIRVIEW PARK _ SECTION ONE PUE I):ovrN FwE TO UCXM SAND SP FILE No. 3388 FILED AUGUST 9, 1961 SITUATED AT i ,�~�=r��» • e � •_ � PINE NECK ro 2 /-Oro TOWN OF SOUTHOLD MM . G , s �8 �z. SUFFOLK COUNTY, NEW YORK $0" E S.C. TAX No. 1000-70-08-41 LOT SCALE 1"=40' ,S. _ 0 1p1.51• VAcqOCTOBER 7, 1999 -- oi' cE DECEMBER 9, 1999 REVISED AS PER S.C.D.H.S. NOTI m o•�'s. p 6. MARCH 9, 2000 REVISED SITE PLAN �� if / COA/C. D. {• (II F'vN LINK F�1 �t AREA = 21,345.30 sq. ft. o 0.490 ac. z i ry a N CERTIFIED TO: Lu TOPAZ ABSTRACT CORPORATION SUSAN BLAZOWSKI ���Nc ►�Ei1 �I o W CATHERINE HARPER ^� ° J 40, fit CC)PY from ZBA Final viewed docu s ,so 96AA til # 3 xis:. „ x @�tRi ,/ 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM ^� / EXISTING ELEVATIONS ARE SHOWN THUS:2D.D ? ar 2. MINIMUM SEPTIC TANK CAPACITIES FOR A / TO 4 BEDROOM HOUSE IS-1,000 GALLONS.69 �+ 2 n,h- 1 TANK; S' LANG, 4'-3' WIDE, 6'-7' DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq R SIDEWALL AREA. W Q M ' 2 POOLS; S' DrEP, E' dla. y ®Z PROPOSED EXPANSION POOL 00. PROPOSED LEACHING POOL 11-- . �- _ -7 U C `\ /I yy.",c"tM ®i PROPOSED SEPTIC TANK �-0I � D ` _ COIV •� '�iV/'-;y,11' � c_ _ ut AVER 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD E _ FROM OTHERS. p Li• OBSERVATIONS AND/OR DATA OBTAWED - - - E, 7 i N LINK . o FE,,E SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1s, \T/�). • �' o ; LOT ® _—'i- 3 PERMT FOR APPROVAL OF CONSTRI CTION MR A v N o NEST D O m O L� C E FAMILY RESIDENCE NLY PREPAREDNDARD w ACCORDANCE WfiH�THE MINIMUM ST THERDS SURVEY$AS �z n ar p� TZ r��+ �} �{ �c M DAi.e.� HS d'.3'IO. '0aa17 MR {`C, STATE LAND WI1.1, CURB S D3 �� ��•' ipH A./ w °'� APPROVED i �'�,o 8.22 ` " FDurop 16.13 so. W �O^>c. MDro a,�NG FOR MAXIMUM OF I ED OOMS x w EDGE 110.00, soa ATE w EXPIRES T MM YEARS FROM DATE OF APPROVAL Cts PqyljuJI I j ,,1 ALL 96 � . . '' EA l:�~`ti`I N.Y.S. Lic. No. 49668 / r/ ' TO THISO AL OR:(70 1,�/ SE TIO SURVEY 15 A=:OF SECTION 7209 OF THE NEW (STATE EDUCATgN UW. +, s71roG � V ] COPZS OF THIS Si1RYEY Mpp NOT BEIdZtNG Joseph. A. Ingegno LO ® `J TME `� I'�E CSEALand Surveyor Elr6O•aSED SEAL SiW1 LWT BE.CONSIDERED T TO �A VALE TRUE COPY. Dw (cEs LLOVER ONLY To T PERSON TIONS �WHOM TNERIDON ESURRVEY OVER 150 G PREPARED,AND ON MS BflULF To THE TrTLE COMPANY, GOVEERNUEN'ML AGENCY AND Title Surveys — Subdfvisions — Site Plans — Construction Layout LEximp o6munoN LEM HEREON AND I TO THE ASSIGNEES OF THE.LERDM Mn- Lop+ TLTMN. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fox (631)727-1727 (WELL & OWELL/� THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MARLNG ADORESS CFSSF;GLAND/OR EASEMENTS OF RECORD. IF OL'ER ISO) ANY. NOT SHOWN ARE NOT GUARANTEED. Riv 1380dRoanoke York Avenue P.O.R'Iverheod, Box 1931 SITE PLAN DATA: IOANNIS ZOUMAS N/F N/F I 75 CLEARVIEW AVE., SOUTHOLD NY 11971 -, Pine heckRo�tl p,�aNeckm .,. JOHN ZAVESKI ELIZABETH E. GORDON AND 1000-070.00-08.00-041 .000 WELL WATER JOSEPH C, GORDON - Peanut Alley • ' PUBLIC WATER (PENDING) SITE AREA: 21 ,346 SF /0.751 ACRES ROM I LIMITS OF GRADING: 17 250 SF 0.396 ACRES o:IEc I � EXISTING WELL 170'± F � ' ocAT oN , � : . N/F / •�� f:;, ' custetAvenue + PROPERTY LINE) AREA OF TREE CLEARING.17,250 SF 0.396 ACRES R CKL E INC, su NO WELLS LOCATED WITHIN 100 CUSTER TA o , „ PUBLIC WA TER N 89 33 45 E 101,51 ' k. . NY 25 � v � w. 3a f�onaxr ON srtE } y SLT FENCING II o Avenue West I � Nlp Avenue t X � CtearvreH ., ., .. - "�/ .�!� •!f�'�„S� Y yi.:' .. k�,�.p E d y, ,.;7) ' .•i;'ry`!j.�,` ,: � ..r.' .+ Y�'cu;1. , �s"'c'4?•� C --------------- . c n. cl� " "LIMIT OF GRADING v It >r � ',..I+"'fa4 ' a ' - } I p '`�`�-`r'i••Tarr' ^r .?..: , yti. .:.'.L dn•Y;.'�'r,, i i t' it - %,N -� --\ / I, � 4�y5'��jr'.^[=.r?i�1i�i<P�' `%,,+,•� ,�i�r7'r �'tC+:wv� N �� r J' , � � oJ�<ao NIF ANTHONY GIORGET TI � �;�-.�,,���� �`�K,� ,�,_•�•�;,�I��=��`�<:�:Yr:�� � a ° � , . - ----=-_ o? WELL WATER � ` - - - - - -- �, - - - - -- - - - - - - �UARNMFOUNOMION - O COMPACTED'/4 STONE 9.END OR N.Y. r �m (S�PpA�T�E D.O.T.APPRDYED R.CA FILL TO 76' `V 6RN XIE DOSTIN0 ptADE FOR z' PLAN VIEW LOCATION MAP '� ' I `' SCALE: 1"= 1,000' 12 I " 5• LLJ SOL STOCKPILE I I 'y p R 0 A D AREA-500-SF � �2 � I � 3 3 � - 3/4'STOK ENTRANCE FOUND LO air COYPACIFD ` • '� I I \ NAY toAL AND/OR a/s•6roNE e�,a OR N.Y.6TA7E ao.T.AaPRavED RCA ROOF LEADER v ly I C� rErrclra FRL 70,6'tNY,.)ADM I MPN0 DRAM FOR ORARM, Z ti TRANSITION .�� ^j y y ;./ , CROSS SECTION CAST IRON CLEANOUT "T" y y DW1 I W A BRANCH WITH BRASS OR d� I �yJ t / t DWQ/ �I Z p, BRONZE THREADED PLUG TEMPORARY CONSTRUCTION ENTRANCE 6 4" CAST IRON PIPE PERSPECTIVE VIEW Lj`) 6" THICK REINFORCED CONCRETE COVER 1% MIN. PITCH.„, GRADE CONCRETE SLAB BELOW GRADE 36" MINIMUM 2x'2 4V E E SURFACE AS PER SITE PLAN FENCE POST J� I OV c•- WOVEN WIRE ON/ 10 PROPOSED 2 STORY RESIDENCE I N;r FILTER CLOTH M 4 BEDROOMS W/ BASEMENT I N / ry I� F.F.E.=12.d0' I " 8" ADS i . RECAST CONCRETE 5 -O N/F I 41 C., a.r SLOPE ® 19: A CLIFFORD SCHRIEFER (� : �- -- - - -- -- � I� -,- '' CHIMNEY ROOF LEADER DOWNFALL DETAIL EMBED 6"ILTINTO GROUND PUBLIC WA TER �� i �,� I ; �, I IIIII ® ®®® ® N.T.S. L C3®In®® In CAME D®®®® ® NOTE: 8" ADS DRAINAGE PIPE MAXIMUM DRAINAGE AREA / \ ____ �Q I v I I • 0®®®® 6" ADS DRAINAGE PIPE FOR 1/2 ACRE / ,100 LINEAR FEET C•0 I ' I r ®IN®®® TRENCH DRAIN ONLY. SECTION DETAIL 1 ON I I \ ; Sly 1313 In® SILT FENCE DETAILS o O®® °p �I I I t I ; f� v®® \ L_OEr�r 1 a ®® t^ y / -1 112 ' • I I I)I= 2" HEAVY DUTY BAR GRATE, HOT u , 1 4 W pl ,; Q_ wit DIPPED GALVANIZED. 1.5 O.C. 3/4" DIA. M " CLEAN SAND do " • " - ANGLE FRAME HOLE 4 Dy�/3P I GROUND GRAVEL FILL. " •CC s� DEEP FOR - I WATER �" CONNECTING 1-.1 / ( "'� I 2'-0" Mi . 10'-0" Diameter 2'-0" Mi CLEAN SAWN & Lf PIN " A CL VACANT c;r_emr v.�r ^a�,':,..,r I s ' �- \ I A ` " 4, -�- tz,r�r•.-r�ahrr:�•, t.rr. �'*'��ti � I 9 _ _ _ _ TYPICAL SECTION CSD LEACHING POOL (DW) _ - - ` 6.d�NIS S 8 9°33'4 5" � O,Oa' PROPOSED TRENCH DRAIN VARIES- I END VIEW ' :�111 PROPOSED SILT FENCE / W 6 ADS DRAINAGE PIPE ° ( _,..... TO DRYWELL 10' ...__....-.w_ 0 0 -- MIR ra- r",�,-, ,I, r•,r �J PLAN w w w-w w w w w w w w w w w w w w PROPOSED CONSTRUCTIONENTRANCE EX, 12' SCWA MAIN (� 2 " f�- --6_�3" 2" NOTES E CL EAI VIEW A VENUE _ RMEA �G 1. CRETE DESIGN STRENGTH � PER ASTM C31, 4,000 PSI AT 28 DAYS 00sH�nNCB� 19" 4" 2. REBAR ASTM A-615 GRADE 60 Q ' A A DO a' . �r,ta} ;a,�J _I _' " 3. WELDED WIRE FABRIC ASTM A-185 r;r�c� nr�Ix s r OH r ray,t .•,.." cn I OH� a, off J ON OH off OH off aH OH off off - - SECTION g" off off oH- f:, � '''• 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING loll t - ` :' .d. • �Y SCS�D. Q 1:1 OR FLATTER "' a' •� �•' '''' •. . E:1 PROPOSED BUILDINGN/F O0 SIDE SLOPE MILAVA GOBIC - 4" SOLID BLOCK 4-� PROPOSED ASPHALT DRIVEWAY ( PUBL IC WA TER CONCRETE WASH0UT DETAIL OMIT END WALL FOR INSIDE SECTION 0 N.T.S. SECTION A-A ---•--- PROPERTY UNE SITE PLAN -(9D- PROPOSED CONTOUR SCALE: 1"=40' DEPTH GRADE TYPICAL ZIPPER DRAIN DETAIL EXISTING CONTOUR 8'90' DARK BROWN SANDY LOAM (OL) N.T.S. 1' 7.90' r• PROPOSED SEPTIC TANK BROWN LOAMY SAND (SW) (`P j PROPOSED SANITARY LEACHING POOL DATE BY DESCRIPTION APPROV. BY , f o.,PN PROPOSED SANITARY DISTRIBUTION POOL STORMWATER DRAINAGE NOTES: 2.5= 6.40 REVISIONS CALCULATIONS: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED (E.>I'.P) PROPOSED SANITARY FUTURE EXPANSION ,S ^ MINIMUM. 7 5 C L E A R V I E W AVENUE / BROWN FINE TO COARSE 0 REQUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SAND (SP) (2" RAIN EVENT) SHOWN. THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES S 0 U T'H 0 L D NY 11971 U) •ado. PROPOSED SANITARY CLEAN OUT DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE 1.50' (HIGHEST EXPECTED GROUNDWATER) IMPERVIOUS (ASPHALT) - 1,050 SF COURSE OF THE CONSTRUCTION. „ CJ �_ -s• PROPOSED SANITARY PIPE C-(1,050 X 1)- 1,050 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE 8.1 0.80 ,.050 X 2"/12' (RAINFALL)- 175 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT RESIDENCE AT 7 5 C L E A R V I E W AVE. .tt > PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS d L- -o PROPOSED ADS ROOF DRAINAGE PIPE - WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE IMPERVIOUS (ROOF) 2,080 SF CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE PROPOSED 10'0 DRAINAGE STRUCTURE SOLID COVER C-(2,080 X1),t,080 , COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE WATER IN PALE BROWN FINE TO c ) 2.080 X 2-/12- NF - 346.70 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN ( ) S T 0 R M W A T E R MANAGEMENT PLAN M` PROPOSED 1 WATER SERVICE OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. MEDIUM SAND SP Ln 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL " PROPOSED DRAINAGE CALCULATIONS: / / O Eby \ -a1- PROPOSED OVERHEAD ELECTRIC SERVICE (� BSEDIMENT Y THE ENGINEER.L MEASURES DEPICTED ARE IN PLACE. AND APPROVED �G2� A. ASPHALT DRIVEWAY DW3� N 413.33 CF REQUIRED 15 -6.10 p� �( P.C.0 EI PROPOSED WATER METER 10.0 DRYWELL- 175.00 CFZ68.42 CF/VF 2.56VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION * 4 ¢^ �1; L. K. MCLEAN ASSOCIATES, f OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE N 0 PROVIDE: (1)104 LEACHING STRUCTURES 03' DEPTH MIN. Q CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 -o--- PROPOSED SILT FENCE TEST HOLE BY MCDONALD GEOSCIENCE - OCTOBER 18, 1999 r- RQQE (DWI da DW2) (WATER ENCOUNTERED 0 EL. 0.80') THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 4' ` Sheet No. N Ln 379.83 CF REQUIRED ANY PERSON FROM ALTERING ANMING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED 0 } TEST HOLE LOCATION 10'0 DRYWELL- 346.70 CF 8.42 CF/VF- 5.06 VF AND/OR THE A COMPAamNO SPEaF1 MIS, UNLESS rrS 0 TEST H 0 L E UNDER THE DIRECTION OF A LKNMED PROFESSIONAL 0 97, cPROVIDE: (2)104 LEACHING STRUCTURES 03' DEPTH MIN. °'FNM WHERE SUCH ALTMT0I'e'ARE MADE,TMEDrawn S `A/ 1C) wEX. UNDERGROUND WATER v v I N.T.S. DESCRIBE THE OF TM AL7r�RAT�+ON AND FESSION� �" MF Date: FEBRUARY 2021 L- -aH- EX. O.H. ELECTRIC DRAWING AND/oR SE�s�2jnoN (Nrs M. LAW _--' Approved By: RAS ' File No. 20059.00 i -LEGEND: PROPOSED BUILDING PROPOSED ASPHALT DRIVEWAY PROPERTY LINE PROPOSED CONTOUR —11 — EXISTING CONTOUR N/F # I N/F JOHN ZA VESKI ELIZABETH E, GORDON AND PROPOSED SEPTIC TANK WELL WATER I JOSEPH C, GORDON (� PROPOSED SANITARY LEACHING POOL PUBLIC WATER (PENDING) /w� PROPOSED SANITARY FUTURE EXPANSION I EXISTING WELL 170'f FROM i PROPERTY LINE) 0 CA PROPOSED SANITARY CLEAN OUT I I N/F s PROPOSED SANITARY PIPE CUS TER TACKL E INC, / PUBLIC WA TER D PROPOSED 8' ADS ROOF DRAINAGE PIPE N 8 9°33'4 5" E 101,511 PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) — I —! —w— PROPOSED 1' WATER SERVICE —OHPROPOSED OVERHEAD ELECTRIC SERVICE 8PROPOSED WATER METER TEST HOLE LOCATION —w— EX. UNDERGROUND WATER -oH- EX. O.H. ELECTRIC N/F , j Iso' o SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ANTHONY GIORGETTI I 3, p WELL WATER ' o BUILDINGS: I EXISTING VACANT LOT ZON'NG R40 (RESIDENCE R-40) " ! ' I I _ Lr) 12 ,-- �. SITE DATA: �, Q 3 3 SCTM 6: 1000-70-08-41 /`,' ( � Rwy` c�w,+wn�x + t^ Pr,�, ° Peanut ABey Q SITE AREA: 0.490 ACRE / . l GENERAL NOTES i ! PROJECT . 1Lij A Q j ATION � l0 Z 1. NO EXISTING SURFACE WATER WITHIN 100' , ',r CuAWA'vomw r 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. NO 'f ( X11 LI') PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM - r f - - �' 3. N0 DRAINAGE STRUCTURES WITHIN 10' OF SANITARY SYSTEM -`MY 25 LT n/ 4. P?OPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 5 BEDROOMS. �&� k t r1 I p Y PROPOSED 2 STORY RESIDENCE SUR/EY NOTES: Clearvn.wAveA,e�nueWest I g 4 BEDROOMS W/ BASEMENT ._ cy (� 1. M'ASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. C I F.F.E.m12.ao� 2. bDARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. _ 3. E'.EVATIONS SHOWN HERE ON REFERENCE NAVD 1988. - --, N/�F I ————— 4. L I UTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND ' CL IFFORD SCHRIEFER M {.. `M; ! 1- - --___- _ ' .� F i SJRVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2. OF THE NEW YORK STATE PUBLIC WATER I �� �.;r` i i I y EDUCATION LAW. GARAGE \ 5. CALY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND Q I 10' IN. F.F.E.=to.6, Ih'':. SURVEYORS EMBOSSED OR INKED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. i -----__- + C.0 ____ I i,,: 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE _ + Q / I IN � I WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORKa°�. 3 ( C STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY I Q# �>> �k /0 ' TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE OSfi k , - COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE r� ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO H ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. LOCATION M A P ` ✓ �' / 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. W is 8. THE SURVEY CLOSES MATHEMATICALLY. SCALE: 1"= 500' ,i /'MIN. (\1 50.0, cc 0 VACANT 1/1[J" t-� _ !_ Gtr/ r,: _ _ 5 MIN. S 89°33'45 ' 4�- 10,00' PROPOSED TRENCH DRAIN I {' _r I V ._� 3 DEC � ,•,, � / 2 X020 w— w—w w w w w w w w w w w w w w w / EX, 12'' SC VA MAIN DEPTH GRADE v 1, 7.90, DARK BROWN SANDY LOAM (OL) E A CLR VIEW A VENUE O BROWN LOAMY SAND (SW) off off OH OH off off off off aH OH off DH - �+ _ - - 2.5' 6.40' ' C off °H °" °" 11/25/20 MF UPDATED FLOOR PLAN CFD v /> 7/7/20 MF AS PER COMMENTS FROM SCDHS DATED 7/1/20 CFD > N/F r BROWN FINE TO COARSE MIL A VA GOBIC ; SAND (SP) DATE BY DESCRIPTION APPROV. BY PUBLIC WA TER 1.50' (HIGHEST EXPECTED GROUNDWATER) � s.1' -=�`_ --_= 0.80' REVISIONS ' 75 CLEARVIEW AVENUE Cn WATER IN PALE BROWN FINE TO SOUTHOLD NY 11971 I Q � MEDIUM SAND (SP) RESIDENCE AT 75 CLEARVIE W AVE. SITE PLAN 15' -6.10' U _ TEST HOLE BY MCDONALD GEOSCIENCE - OCTOBER 18, 1999 PROPOSED SANITARY LO SCALE: 1" ' (WATER ENCOUNTERED ® EL 0.80') Sj F�/�� PLA N N A o TEST HOLE R SlF~� 0 N.T.S. �` L. K. McLEAN ASSOCIATES, P.C. N 0 rnn * CONSULTING ENGINEERS 437' SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE L ANY P�ERSOONN r ANYTHLAW OF 7W STAIE ING ON TW DRW F'PROHMS ' � Designed AS NOTED Sheet No. r� o �m me PAWING sPe�naa,�ns 9 By MF CFD Scale: o M T, D��OF A 7 Drawn B . JUNE 2020 j �WENT F THE ON NO \SSION��- �' M F Date: S A 1 MMM AND/OR of Itis SPE(FrATION (tits M u►w � rmi-21 Approved By: RAS File No. 20059.00 F.F. ELEV. =12.60' STOPPER OR END PLUG 10" x 15" QUAZITE CONCRETE COVER CONCRETE COVER —_ ---_--v--- ENCLOSURE WITH COVER CONCRETE COVER FINISHED GRADE BELOW GRADE BELOW GRADE GRADE ELEV. IN LANDSCAPE AREA EXISTING GRADE 10 L4 6" REINFORCED 2' MAX. CONCRETE TOP 2, MAX. 24» 2.5 MAX 2, SAX �— -- l' MIN. SLAB —_ —2' 20"MIN. 20"MIN. 6" THICK CONCRETE SUB CONCRETE SLAB • 12 MIN. r -- -- 6" » 6" >k 20" �, x:. X • X �(�—�7( d X 7� 20 I,=!.X—T—X'�_X Y x— v% d —— —— — — — — —— —— ——————————— —— — ——.——— —— ————— . '. PROPOSED 4" CAST 1 " BAFFLE 1 » " id ' IRON SANITARY PIPE WALL 2,-8" 3 —0 3'-0" .: TO ----_ ------- — — - -- ----....----------------- ---- _ -- —_ ` THAN 2 FROM 4" SDR 35 0 8" 4" SDR 35 FOUNDATION WALL PER FOOT " PER FOOT ( » 5 INV. START:8.51 INV. START:7.29 - INV. END:7.79 (EFF. DEPTH) 6" SDR 35 INV. END:7.17 ( (MIN.) PVC DROP TEE 10' 10 PROPOSED3.0 . MI ABOVE 4" SDR' 35 'CROSS 'OVER 3:0' MIq. ABOVE FOUNDATION HIGHEST .EXPECTED BOTTOM OF PIPE INV. 'EL.=5.17 . HIGHEST EXPECTED. WATER ENATION POOL. ELEV. 4.5' " WATER- ELEVATION I -J 4" MIN., HIGH ZEST-EXPEC ' GROUNDWATER EL.-1.50 ----- -------- ----------------------------------------- — 9,5' DISTRIBUTION POOL DETAIL LEACHING POOL DETAIL N.T.S. N.T.S. N.T.S. 0 0+00 0+25 0+50 0+55 SANITARY PROFILE N.T.S. 1 " '• � I-•-2'-0" NOTES' 4» 1 77 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR 35B SPECIFICATIONS 1- 2=2' 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY LOADING 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND SECTION PRECAST OR APPROVED EQUAL. • STAINLESS STEEL BOLT » PLAN 1/8- THK. WASHERZZA 11 3/8" 0—RING GASKET " MAX. 24" 0 WATER TIGHT HEAVY DUTY FRAME & COVER c� N.T.S. v� STOPPER OR END PLUG 10" x 15" QUAZTTE �C' GIRADE ENCLOSURE WITH COVER O U 7/7/20 MF AS PER COMMENTS FROM SCDHS DATED 7/1/20 CFD DATE BY DESCRIPTION APPROV. BY U PRSEE REVISIONS SDR 35 PVC PIPE 75 CLEARVIEW AVENUE 30' ELBOW SOUTHOLD NY 11971 4"X4"x4" 60' WYE BRANCH RESIDENCE AT 75 CLEARVIEW AVE. MIN N O -- jZ4-' DIA 4" DIASOWSANITARY DETAILS � SDR-35 D F NE/y TYPICAL CLEANOUT DETAIL O sr�� L. K. McLEAN ASSOCIATES P.C. N.T.S. r �., o II CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., 6ROOKHAVEN, NEW YORK 11719 o ANY PERSON FROM ALERIN0 AHYMN°ON THE DRAWlNDS 9 Y MF CFD Scale: AS NOTED Sheet No. " c� THE EDUCATION uw of THE srATE OF NEW YD<tK PRDHiens �) AND at THE AOCDMPAWNG SPECFiC r&S, UNLESS RS Designed ned B : / u�io0 THE DIRECnON OF A UCENSED PROFESSIONAL � 3 7 7 V o ENGIPROF ESI WHERE SUCH ALITRMUST SM. ARE DATE THE , ,� � Drawn By: M F Date: JUNE 2020 PRDFK THE L EHL%ICER Mum . T PATE THE �" SA2 O DERIDE THE FLU ccrENr�THE ALTERATXHI ON THE ,., SION ,,.• z DRAWING AND/OR ISECIM Sr"2 TK7Lr(W,S M. LAW SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � � Approved By: RAS File No. 20059.00 -_ I LEGEND: I PROPOSED BUILDING ' I PROPOSED ASPHALT DRIVEWAY SUC COLliu�'OUNTY DEPAR.i MENU T OF HEALTH SERVICES ' ----PROPERTY UNE PERnu, FOR APPROVAL.07 CONSTRUCTIOIN FOR A I 3 � PROPOSED CAMOUR - N/F N/F Exisnw courouR SINGLE FAMILY RESIDENCE ONLY , JOHN ZAVESKI I ELIZABETH E. GDRDDN AND k � PROPOSED SEPTIC TANK WELL WATER JDSEPH C. GDRDDN - JUL PUBLIC WATER (PENDING) LUU (Lr� PROPOSED SANITARY LEACHING POOL Jv EXISTING WELL 170" FROM =- i PROPERTY LINE) N/F (Di PROPOSED SANITARY DISTRIBUTION POOL CUSTEP. TACKLE INC. PROPOSED SANITARY NTURE EXPANSION ,1^, i N 89°33'=5" E - 101.51' PUBLIC WATER - PROPOSED SANITARY CLEAN OUT APFRC.l;� n� {� - PROPOSED SANITARY PIPEFOR MAAIMU OF BEDROOMS i I y l PRDPDSED 1 A05 ROOF DRAINAGE PIPE EXPIRES THREE EARS l"RO�A DATE OF APPROVAL. PROPOSED 10'O DRAINAGE STRUCTURE(SOLID LOVER) 1 Iv PROPOSED t'NATER SERVICE qi I PROPOSED OVERHEAD ELECTRIC SERVICE I =1' I ,� Y] FEB 0 5 2021 ._. a TEST HOLE LOCATION Rwis d i LA� 1 a I N/F ; I s 1$p• I E%.UNDERGROUND WATER SUFFOLK OUNTY DEPARTMENT OF HEALTH SERVICES 1 ANTHONY GIDRGETTI b —w— Ex.0,x.ELECTRIC T j WELL WATER I I'A 15 = cS � � JUL 2 3 2023 a I BUILDINGS: W I ( I EXISTING VACANT LOT _ I I L N ZONING f R40 (RESIDENCE R-40) 3 SITE'DATA, - (/j G, J SCTM 1000-70-06-41 �',.' PROJECT �C I Z I f• LOCATION _ I SITE 6REA: 0.490 ACRE I / GENERAL NOTES t 3 ! Z" 7. NO EXISTING SURFACE WATER WITHIN 100' �D O PRIVATE WATER WE1_LS E LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM 7.0' 2. NARE 3. NO DRAINAGE STRUCTURES WITHIN 10' OF SANITARY SYSTEM r ruoros�m��zrmv� � I 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 5 BEDROOMS N/F I ` SURVEY NOTES: i CLIFFORD SCHRIEFER I i� - - rMEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 1. C PUBLIC WATER I E` I 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. _ j IS D 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. I' / - 1O'MIN. -- _- Yr'i'"0'i I y 4. UNAUTHORIZED ALTERATION OR ADINnON TO A SURVEY MAP BEARING A LICENSED LAND 3 I SURVEYORS SEAL IS A VIOLATION OF SECTION 7209. SUBDIVISION 2. OF THE NEW YORK STATE U I I / C.00 I• I EDJCAnON[_uw/. ¢ / 5-MIN.^ _ 5. °RLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND I 3 I SURVEYOR'$ 'EMBOSSED-OR -INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. I y• f 5T1 I 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE L - Y~9 VffH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK oOl JI 6µ7T3 / STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICA-DNS SHALL RUN ONLY LOCATION MAP TO THE PERSON FOR WHOM THE SURVEY IS PREPAREDAND ON HIS BEHALF TO THE TITLE I, CCVPANY• GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE SCALE: 1'= 1.000' ` ¢ 10' ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 1 I i'•- 4 1 a J/ MIN. I ABJITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. yy 'MIN�( a: /tea ¢\ T 50:0' III 7_ RIGHTS-OF-WAY NOT SHOWN ARE NOT CERnFIED. dV 8. THE SURVEY CLOSES MATHEMATICALLY. VACANT 9 } 17\" {- f ! Sc �`, 1T 'T� �• - a -- 5MIN.- ."a f S 89'33'451' WL PROPOSED TRENCH DRAIN eJ ,ice 4..._-_r` , � L 3 J 1 FEB - 8 P021 r 0 �3 •�� •—•EX. 12' SCWA MAIN�— DEPTH GRADE .6.SO' DARK BROWN SANDY LOAM(OL) A J CLEARVIEW AVENUE ,' 7.90' . . fi'��'� �4� �• I - r^ I d BROWN LOAMYSAND(SW) •Y !,' -----1' —m�---a 1/5/27 MF PER COML7ENT5 FROM SCDHS DATED 1/5/21 CFD _ ,`1^, —_o. o. 25' 6.40' 11/25/20 MF UPDATED FLOOR PLAN CFD W I I N/F BROWN FINE TO COARSE 7/7/20 MF AS PER COMMENTS FROM SCDHS DATED 7/7/20 CFD V c. PUBLIC GDBC 1.50'(HHPDATE BYDESCRIPTION APPRov:5Y cHESTE%PECTED GROUNDWATER) REVISIONS I. P°1 5 0 I I PUBLIC WATER if U B' °B° I 75 CLEARVIEW AVENUE I' o '13 I ' CV = ' I • WATER IN PALE BROWN FINETO 1 I SOUTHOLD NY 11971 loom MEDIUM SAND(SP) .J RESIDENCE AT 75 CLEARVIEW AVE. 1 < SITE PLAN SCALE: 1"=40* TEST HOLE BY MCDONALD GEOSCIENCE-OCTOBER 16. 1999 PROPOSED SANITARY PLAN J C( WATER ENCOUNTEREDEST HOLE i 1 L. K. McLEAN ASSOCIATES, P.C. 11 N.T.S j CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN.NOV YORK 11719 "9 r• MFICFD scale: AS NOTED sheet NP. a� .awz ACAeaos a na mmc: a'�' :^ons.tt wcvKamc vt�ums Qevned B cam-z Dra.n By: MF Dale: JUNE 2020 Om a.mc-a. Appfm By: RAS File No. 20059.00 I I _ 1 I v %; F.F. ELEV. =12.60' - STOPPER OR END PLUG 10': 15 QUAZITE I CONCRETE COVER ENCLOSURE WITH COVER CONCRETE COVER FINISHED GRADE - — CONCRETE COVER BELOW GRADE BELOW GRADE t GRADE ELEV. IN LANDSCAPE AREA "10.75' EXISTING GRADE I 10 C REINFORCED 2' MAX. __ __ _„ -- CONCRETES OSP 2, MAX. 24" 2.5' MAX �2' MALX ?A1 _ _. _. _2_MAX - _ 20-MIN. — _— 6'ilIX'Jc , - CMKRE7E sva CGNCPEIE SL0.9 12"MIN. —.— 20 .—.—.=._..—..�.— — 6' _____ -_____ __ 77 _____ -- _- 9AFFLE PROPOSED 4-CAST 18' 3•'p- IRON SANRARY PIPE WALL 2•'g- 3'-0' TO-B SANITARY LESS— ___ _ - -}� }�- 8" 4- SDR 35 0 -_ — - THa1 2' FROM 4" SDR 35 ® I I -1----Tr—« FOUNDATION WALL i" PER FOOT " PER FOOT 5 INV. START:8.51 INV. START: .29 B" INV. END:7.79 (EFF.y OEPTH) 6" SDR 35 INV. EIJD:7.77 I PVC DROP TEE __._ _ ___ _ MIN.ABOVE 4" SDR 35 CROSS OVER 3.0' MIN. ABOVE PROPOSED HIGHEST EXPECTED BOTTOM OF - FOUNDATION I WATER ATION POOL ELEV. 4.5' PIPE INV.EL.=5.17 HIGHEST ATIOND I l 4 --HIGHEST-EXPECT-ED - I 'o• -' GROUNDWATER EL.-1.50 1,5_G0-_GAL_L0N SEPTIC TANK- DISTRIBUTION POOL DETAIL LEACHING POOL DETAIL N.T.S. N.T.S. N.T.S. 0 0+00 D+25 0+50 0+55 'i SANITARY PROFILE N.T.S. I I f 4- 71 1. RIATERLA S: CONFORMS TO ASTIR A48 CLASS 308 OR i 358 SPECIFICATIONS 2. LOAD RATING: FOR PASHTO & HS 20-44 HIGHWAY LOADING 3. FRAME ODRCAOVEROAS MANVED UFACTURED BY LONG ISLAND � STAINLESS SECTION L. STEEL BOLT 1 = PLAN 1/8-THX_wasHFR iOF Ne _ 3/8"D-RING GASKET \\\\ / "`Ti�� �•' A �. MAX. 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER I e 1 N.T.S. kk 1 = 2- I _ 7 7 I STOPPER OR END PLUG I = FNISIED 10- 1S-CUNTE I ' 'I GfuDE ENCLOSURE ATLH COVER I - s ` 1/5/21 MFS PER COMMENTS FROM SCOHS DATED 1/5/21 CFD Lu I J 7/7/20 MF AS PER COMMENTS FROM SCDHS DATED 7/1/20 CFD DATE BY DESCRIPTION APPROV, BY. SEE O ¢ PROFILESL SONIPE REVISIONS LLL 75 CLEARVfEW AVENUE _ L SOUTHOLO NY 11971 j 0 6O•WYE BRANCH RESIDENCE AT 75 CLEARVIEW AVE. L C W FLOW _6u - SANITARY DETAILS C` TYPICAL CLEANOUT DETAIL L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTK COUNT"RD.,BROOgUVEN,NEW YORK 11719 .1 1 = LL raven roim..a°fuwc..moc n ceSheet NO. LL Designee By: MF/CFD wale: AS NOTED IA r � "` Dean a -MF Date: JUNE 2020 C A 2 Rom`ca.sw.sr�;tie w ..J/-1 r v. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPIR•e6 Br RAS File Na. 20059.00 i PROPERTY ON N SUBDIVISION MAP OF FAIRVIEW PARK SECTION ONE LOT 19 I� 1 FILED AUGUST 9, 1961 AS MAP N0. 3388 6 1 SITUATE AT PINE NECK un TOWN OF SOUTHOLD I (_ U SUFFOLK COUNTY,NEW YORK LIL 4 L 6 C�`�"J AREA OF PARCEL = 21,346± SQ.FT. OR 0.490± ACRE o � _N/F I ELIZABETH E. GDRDON N/F AND JOSEPH C• GDRDON I CUSTER TACKLE INC, C'V LOT 7 LOT 8 N x 12.29 -'' CV FE.END FE END N 89°3345" E 101,51' V 8T MON MON x18.13 4' STOCKADE FENCE REMAINS r...y x13.29 S FE 0.COR 3' - E 0.4' OD o� x1354 x13.78 NOTES ti ti x 12.88 x 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. THE HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE Q I � N COORDINATE SYSTEM,NAD83(2011),LONG ISLAND ZONE. x11.44 (L 3. THE VERTICAL DATUM IS REFERENCED TO NAVD86(GEOIDI2A). x 12.33 x 1268 x 12.35 w O 3 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP W W 3 2 BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION Z q Q OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE Q s Q 41 EDUCATION LAW. J w �O Z 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED a 'v Q WITH AN ORIGINAL OF THE LAND SURVEYOR'S"EMBOSSED"OR 'INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE LOT 18 COPIES. W W o W 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING x 18.74 5 CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE A ---- --- WING WING � NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND •l_li TF 11.60 WALL WALL TF 11.60 L ---423---- 482' -170 SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR-WHOM THE SURVEY IS PREPARED AND_ON.HIS 'Q ov BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY CONCRETE AND LENDING INSTITUTION LISTED HEREON AND TO THE V FUUNDATT E � I t� ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS %0 ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR (` 4' CL. FE, SUBSEQUENT OWNERS. �1 72' x/0.39 13.3' in ;;; 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. ~ y FE.COR o� TF 11.60 ti.57 E 9.4' 8. THE SURVEY CLOSES MATHEMATICALLY. TF 11.57 O O O ti CONC. CONC. CONC. ti 9. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM 26,5' --16.9'- UTILITY MARKOUT LOCATED ON THE GROUND AND/OR RECORD ATF 11.58 TF J/.59l �y X 9.94 X11.76 PLANS. BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR o x11'37 LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY � I COMPANIES. 2.o � N x 9.36 �. LEGEND x 9.48 I c oZ v o2 WALL tf FIRE HYDRANT °e x 8.94j D4 WATER VAL VE a CLEARVIEW AVE. GARDINERS LN. MLN I MON . • . • • . .WATER WELL f a, S 89°33'45" V 110,00' SIGN C,STOP DECIDUOUS TREE -CONIFEROUS SHRUB v EDGE OF PAVEMENT UTILITY POLE xRo0 -nH- OVERHEAD WIRES 8.64 x8.73 x8.77 x9.28 x9.43 . a . CLEARVIEW AVENUE O . . BENCHMARK i all -CONCRETE MONUMENT N � B.M.=9.46 TF- TOP OF FOUNDATION MAG NAIL SET IN POLE OH OH OH ^ ,.11.37 off DN v� SPGT ELEVATION 11.37 H LIL 6 DH LIL 1 a 0 QF W C_j1 4- * 03/23/2021 D.M. LOCATED FOUNDATIDN T.L.S. a o DATE BY DESCRIPTION APPROV. BY a REVISIONS Town of Southold 052.528 �� Suffolk County, New York ��/ + � � / 75 CLEARVIEW AVENUE ALAN SOUTHOLD, NEW YORK a FOUNDATION AS-BUILT I hereby certify that this map was made from an actual survey completed by me on 0512312020 and 03/19/2021. L. K. McLEAN ASSOCIATES, P.C. SUFFOLK COUNTY REAL PROPERTY TAX MAP NO.: CONSULTING ENGINEERS & LAND SURVEYORS o DISTRICT 1000 p��a � 437 S0. COUNTRY ROAD, BROOKHAVEN, NEW YORK SECTION 070.00 Field Survey By: JL./CM. Scale: 1" = 30' a TAMARA L.STILLMAN,P.L.S. I 9 BLOCK 08.00 NYSPLS N0.50528 Office Survey By. T.L.S. Date: JULY 14,+2020 ti LOT 041.000 Approved By: T.L.S. File No. 20059.000 I a l -R n a-e Sutry 0/8 ____...... PROPERTY ON THE COVERAGE CALCULATIONS SUBDIVISION MAP OF AREA OF PROPERTY =21,346 S.F. FAIRVIEW PARK, SECTION ONE AREA OF EXISTING STRUCTURES LOT 19 ' HOUSE =1,966 S.F. OR 9.2% FILED AUGUST 9,1961 AS MAP NO.3388 POOL =1,056 S.F. OR 4.99-4 DECKS = 166S.F. OR 0,11% SITUATE AT STOOP = 415.E OR.% PINENECK TOTAL COVERAGE =7,2)1 S.F.OR 755.11% TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK ui, AREA OF PARCEL = 21,3461 SQ.FT. OR 0.4901 ACRE 1`:�5 ' I �i I N/E ! 1 I ELIZABETH E. GORDON NIF ((( f AND JOSEPH C. GORDON I CUST£R TACKLE I�c Yr 6 LOT 7 LOT 8 D E C 1 4 2021 I N 89°3345" E 101,51' _ ,•nUcxADc FENYE arx^avr ry an0x NDx .T 1 i 1kTR ITE".'-D4 C'�' � M---�N---M�..((��w a•C4 fE. li L,..d.d)."b i\t t i°Y QPOEOIIIv.-�( ON DECK �`'fli' NO7E5 "r 1.MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS 2. THE HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE v®DED �p COORDINATE SYSTEM,NAD83(2011),LONG ISLAND ZONE. N vwnED 01 'H 3.THE VERTICAL DATUM IS REFERENCED TO NAVD8B GEOIDI2A. a� ( 1 !N GROUND. C1 swNNIx6 w 4. UN4UTHORIZEDALTERATIONORADD1710NTOASURVEYM4P t'-1 Pte- 3 2 BEARING A LICENSED LAND SURVEYOR'S SEAL 1S A VIOLA71ON z tel¢ OF SECTION 72D9,SUBDIVISION Z OF 7HENEW YORK STATE Q W is Lr) f� Qj EDUCATIONLAW }!s•NAPte i �Z S.ONLY COPIES FROM THE ORIGINAL OF THIS SURVEYMARKED a II) �•J `L WITH AN ORIGINAL OF THE LAND SURVEYOR'S'EMBOSSED'OR r„ I � INKED.SEAL SHALL BE CONSIDERED TO BE VALID TRUE V N I•APPLE - - COPIES. cl� LOT 18 AV.y1'INWV I D.V,I Itl 6.CERTIFICATIONS INDICATED HEREONSIGNIFY THAT THIS t1p5 �• RD@'DR RaraAnl SURVEY WASPREPARED INACCORDANCE WITH THEEXISTING `. 1^ Ixv=Jaa^M�VfLL INV-2&J3 CODE OF PRACTICE FOR LAND SURVEYORS ADOPTEDBY THE ____422, -__ _-__ _ RmL'_1Lv�gNAyr,__ ,•-� NEWYORK STATEASSOOfATION OF PROFESSIONAL LAND Fr n.a.Ta I SURVEYORS..SAID CERTIFICATIONS SHALL RUN ONLYTO THE PERSON FOR WHOM THE SURVEYIS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AVINDnv O AND LENDING INS77TUTIONLISTED HEREONAND TO THE 6A1 L11E 2 1/2 STORY I vcu 'I ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS RueR FRAME 9 vfxnnv DWELLING r j ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR uwDCD vaL 1 a.FE. SUBSEQUENT OWNERS. 7.RIGHTS-OF-WAYNOTSHOWN ARE NOTCERTIFIED. 7ANir + vDaD D I B.THE SURVEY CLOSES MATHEMATICALLY. RwF IlPAIN_�-1r T 4 I ^ UNDERGROUND UTILITIES SHOWN ON.THIS SURVEYAREFROM Vuc.a -RDeI"UVCRNANG )0,7• -111" UTILITY MARKOUTLOCATED ON THE GROUND AND/OR RECORD RDA 1,•vt�D PLANS.BEFOREANYEXCAVATIONIS TO BEGIN,ALL IILI (S�I. ➢RAIN� Lsoo sr.LIrvw:aBa UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPEBY THERESPECTIVE UTILITY ff(� N COMPANIES. o� 1 -\) ✓ 1 I - 1 \ 2a { I. 2- 6 6 a'LIA.x3'LIS ' E � '-` LEGEND ar tJ --•• FfRC HYDRANT g CLCARVIEV AVG D4 VATER ALVC _ DINERS LN NGNHDN ... ®• .NATER VELL 2 g sr-S 89.33'45" W a 10,00' z ✓rLD a ...:..sI6N Za'APPLE O - DIX.1 ur TREE F LPNIFERGUS SHRUB .y pd C'IKrC @'PAVENENT ---._— -'• o -urttirr Pa c GVCRHEAD VIRES m CLEARVIEW AVENUE ■ ' ' -cnxcRE;E NDxuNENr 'GAS VALvr t' ..... .sAmrmr H—lLE ••.. NATER METER n SANITARY DISTANCES STRUCTURE A. I B. ^ 121!3/202! G.L.B REVISE NOTE P FRGNT DECK T.C.S. CJ JL9 S.T. 1. 19.5' 21.5'� 12/ 1 L ADDED CERTIFICATIONS TIS IJ1/.10c2l6/2021 CLEL.% AS-BUILT SURVEY T.LS L.P.2. 34.5' 3;1 1h INDs�r 0]/23/2021 SN. tc-TED 10-DAT1011 T.L. UATE pY DESCRIPTION APPIi ON.DY L.P.3. 34' 34' REVISIONS CERTIFIED TO: 911 Town of Southold _ Suffolk County, New York LANGDON TITLE AGENCY LLC(LTA-8666); - STEWARTTITLE INSURANCE COMPANY; 75 CLEARVIEW AVENUE PIERRE DROGOUL BLEIGHANN HANNAH; SOUTHOLD, NEW YORK VALLEY NATIONAL BANK: AS-Built. Survey I hereby certify that this map was made from an actual survey L. K. MCLEAN ASSOCIATES, P.C. t, SUFFOLK COUNTY REAL PROPERTY TAX MAP NO.: campletedbyme on 05232020 and 10/14,2021. CONSULTING F,NGINEERS & LAND SURVEYORS ^ DISTRICT 1000 437 SO. COUNTRY ROAD, BROOKrLWEN, NEM YORK] SECTION 070.00Tie',o-,-EF P.L./NR. — gBLOCK 08.00 TAMARA L.STILLMAN,P.L.S. •n e, cts. oro.. _cxr u,laza LOT 041.000 NYSPLS No.50528 I e es r.r zm_9.ra 1 PROPERTY ON THE COVERAGE CALCULATIONS SUBDIVISION MAP OF /� � 7�'�J AREA OF PROPERTY =21,346 S.F. FAIRVIEW �VV PARK, SECTION ONE AREA OF EXISTING STRUCTURES LOT 19 HOUSE = 1,968 S.F. OR 9.2% FILED AUGUST 9, 1961 AS MAP NO. 3388 POOL = 1,056 S.F. OR 4.9% PORCH = 144 S.F. OR 0.7% SITUATE AT DECK = 22 S.F. OR 0.1% PINE NECK TOTAL COVERAGE = 3,190 S.F.OR 14.9% 1� K TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK LIL 4 AREA OF PARCEL = 21,3461 SQ.FT. OR 0.4901 ACRE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Q( A NiF APPROVAL OF CONSTRUCTED WORKS FOR ELIZABETH E. GORDDN ASINGLE FAMILY RESIDENCE AND JOSEPH C, GDRDCN Date 12/02/2021 H.S. Ref. No. R-20-0883 LOT 7 The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found ' N 0, to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. FE.END N 89033'45" E 101,51 3' ') ,-• W 2•7 4'STOCKADE FENCE REMAINS � MON 4' CL. CRAIG KNEPPER, P.E., CHIEF _ WOODED Office of Wastewater Management FE.COR S 0.3' ` E 0.4' Q POOL EQUIP. DN DECK NOTES �•1 ti x 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. I 2. THE HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE ' WOODED gyp' N COORDINATE SYSTEM,NAD83(2011),LONG ISLAND ZONE. o Q WOODED (v 3. THE VERTICAL DATUM IS REFERENCED TO NAVD88(GEOID12A). IN GROUND. �O SWIMMING `� �lJ �34. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP l V POOL a wL. 3 BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION ro) OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE i =In ¢ EDUCATION LAW. J F o 15'MAPLE q W z Z 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED a In WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED"OR "INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE O 4'APPLE 19.9 COPIES. a LOT 18 W o (D.W,,l! OW ;D,W. I t V 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS 5 20' ROOF DRAIN ROOF�7RAIN . SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING - INV=10.89 INV .73 ` CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE _ x _ ST ROOF_OVER}lAN¢__ ti NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND n' 42.21--- FF EL.130 SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE �C PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS - - A.C. i ° BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY Qj i WINDOW AND LENDING INSTITUTION LISTED HEREON AND TO THE GAS LINE j 2 1/2 STORY i WELL ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS RISER ; FRAME ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR WOODED WWEOW44 DWELLING 14' CL, FE. SUBSEQUENT OWNERS. I '; 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. wj 1' A, 13,3' FF EL.-130 o� U/G L.P. Z-,, :a F£COR TANK =,,CONCRETE I ,''= E 9,4' 8. THE SURVEY CLOSES MATHEMATICALLY. ROOF DRAINN INV=10.89 ,:-,:-,Gp.. I '" o 9. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM = UTILITY MARKO LIT LOCATED ON THE GROUND AND/OR RECORD SAN. C.D. ROOF OVERHANG 16,7' - PLANS. BEFORE ANY EXCAVATION IS TO BEGIN,ALL O$1, ROOF DRAIN 14' WILD 01 W 1,800 L. s,T INV=10.66 UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. Inp F / 01- 3.13 Q 6 8'DIA.X3'L.P.'S` 4 0 '(D,WW.) LEGEND I , \�� SLATE VALL V 02 L7 FIRE HYDRANT i I I D4 WATER VALVE y CLEARVIEW AVE. � i GARDINERS LN. 4MOy i I MON `i ®- -WATER WELL H cu ° ✓� / 12' WILD S 89 33 45 W �a X110,00 I SIGN o STOP I 120'APPLE DECIDUOUS TREE v ______________________ •CONIFEROUS SHRUB EDGE OF PAVEMENT o O -UTILITY PDLE ---cH_- -OVERHEAD WIRES N N i CL EAR VIEW A VENUE ■ CONCRETE MONUMENT N\ OV -GAS VALVE O -SANITARY MANHOLE a ® WATER METER h 3 s e SANITARY DISTANCES P`��'0`�S�r y0� N STRUCTURE A. B; o S,T. 1, 19,5' 2115' 9 �r 11/16/2021 G.L.B. AS-BUILT SURVEY 03123120211 D.M. LOCATED FOUNDATION T.L.S. a L.P. 2. 34.5' 37' DATE BY DESCRIPTION JAPPROV. BY A L,P. 3. 34' 34' „ r v� REVISIONS 0505 ��y Town of Southold _% Suffolk County, New York i 1.AND 75 CLEARVIEW AVENUE SOUTHOLD, NEW YORK Z No As-Built Survey I hereby certify that this map was made from an actual survey completed by me on 05/23/2020 and 10/14/2021. L. K. McLEAN ASSOCIATES, P.C. SUFFOLK COUNTY REAL PROPERTY TAX MAP NO.: CONSULTING ENGINEERS & LAND SURVEYORS 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK DISTRICT 1000 SECTION 070.00 Field Survey By. P.L./N.R. Scale: 1" = 30' Sheet No. TAMARA L.STILLMAN,P.L.S. o BLOCK 08.00 NYSPLS No.50528 Office Survey By. G.L.B. Date: JULY 14, 2020 I a LOT 041.000 a Approved By. T.L.S. File No. 20059.000 I i :C:o mp ia n cue Cert ficute ,Project 75•,clea,rview-.ave Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family PrpjectType: >Nevv Construct.on Conditioned Floor Area: 1,581 ft2 Glazing,Area 13.%a Climate Zone: 4 (5572 HDD) Permit Date: •PermitNurnber. Construction.Site: Owner./Agent. Des y;ner/Contractor.:_ 75 clearview ave John Zoumas Robert Higgins Southold, NY JNS construction Roert Higgins Architect 5.0 hidden acres path Wading river, ny 31792 -,C <:6 %o::Better Than=Code -,pta;ximjm UA: •337 Ypur;UAs.330 Nla.xiinum::SH• C: ;0.40 Your5HGC: 0:30. 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 or Cavity U-Factor UA Ceiling: Flat Ceiling or Scissor Truss 1,581 30.0 0.0 0.035 55 °Wall:`;Vllood"Frame,"16".;oac. 2,824 21::0 :0.`0 ;0..057- 136- Door:Solid Door(under 50%glazing) 79 0.250 20 Door-I.-Glass.D'oor•(over°5.0%a.glazing)= 40:� 0300' 12 SHGC: 0.30 Window:Wood Frame 315 0.300 95 ,SH G.C::0.3:0 Floor: All-Wood Joist/Truss 1,581 30.0 0.0 0.033 52 Compliance Statement. The proposed building design described'here i nsistent with the building pians, specifications, and other calculations submitted with the permit application.The proposed bui' n h d to meet the 2018 1ECC requirements in REScheck Version : REScheck-Web and to comply with the mandato re s a REScheck Inspection Checklist, robert higgins architect � J 11/30/2020 Name-T,itle., Si at C'� D.ate t� No 'rojectTitle:•75 elearview ave Report'date: 11/30/20 Pagel of 9 Data filename: ` ` ` `( AEStheckSaftware Version . ` �� ^ t����0--�~~~ ~~�~~-- ~~-- -- --- ----- - Energy Code: 20T8 (ECC ^ Requirements: I00.096 were addressed directly in the RE5checkaoftvxore Text in the "Comments/Assumptions" column is provided by the user in the REScheck Reqpirements screen. For each requirennen�the user certifies that a codle requitement will'be met and'how that is diocurriented', or that an exception is being claimed. Whers complianceisiternized in a separate table, a reference to that table is;provided. ection 31) ;Requirement will be met. 103.1, ;Construction drawings and 103.2 :documentation demonstrate DDoes Not ,[PRIII lenergycodecompliance for the Not i-observable ..building envelope.'Thermal '�ClNot Applicable envelope represented on ,construction documents 103.1, Construction drawings and 103.2, :documentation demonstrate Does Not 403.7 energycode compliance for and mechanical'systems. Applicable Systems serving multiple Awelling units must demonstrate compliance with ;Commercial Provisions. ul rement will be met. 'ODoes Not _(PR2]2_,�_,*_,,,on loads calculated per ACCA Cooling: Cooling: []Not Observable Manual I or other methods Btu/,h,r- Additional Commmmemts/Aasumptiwns: ' High Impact,(Tier 1);_ Project Title: 75 clearview ave Report date: 11/30/20 ^ 41 Fo'unda$wr+ inepecf�on Compl'es� Cotvaonens/Assumpt'ons fu.Req-ID 303 1 iA, rotecUlve covering is Installed,t OComplies RequirementWill'be met. [FO11h protect exposed exterior insulation UDoes Not 2 and extends a minimum of 6 in.below , Not Observable t y Ygrade. ;ONotApplicable 403 9 "Snow-and ice-melting system controls�❑Complies ;Requirement will be met. [ aI2 Y?irstailed. ' Does'Not QNot Observable: I of Applicabie. Additional Comments/Assumptions: l�HighImpact7Tier=1) '2'Mediurri'Impatt4;Tier'2) 3..'LotinImpact'(Tier:3') { Project Title: 75 clearview ave Report date: 11/30/20 Data filename: Page 3 of-9 plari5 Verifiedleizl Versfaed YEraming/Ro�egh In lnspsct�on alu Catnplaes? Gomme�itsJAssumpttons Ve *r40 �� mE5R2 lIFe7ent Wlltbe met.Auto .3 matFc or gravity dampesare O11 [FR19]z installed on all outdoor air lDoes'Not intakes and exhausts. d 'pilot Observable t7fid I]Not Applicable 3.1 Additional,Comments/Assumptions:. 1 :High-Impact(Tier 1] Z Medium-'ImPact'(Tier'2) 3'•1'Low'tm,paCt(Tier 3). Project Title: 75 clearview ave Report date: 11/30/20 Data filename: Page 5 of 9- 2LidDn Plans Verified I ftefd Vertfaed :� a# fnseal�tion nslsectiov� Value Value complies? arommens/Assumptsols &Re fiD 303 I t 17. Alf installed`insulation is-labeled' I�Compties Requirement wilf'be met. [I. r or the installed R-values ;I]Does Not provided. t -;(]Not Observable ..,' Not Applicable 402.11 Floor Insulation R-value. R R ❑Complies See the Envelope Assemblies e 2 Wood' Oboes Not table for.values: 402. p,Wood [IN111 Steel f Q Steel ;[]Not Observable i J 'L7NotApplicable 402.1.1, Wall insulation R-value. if this is a i R- R- 'OComplies ;See the Envelope Assemblies ,402.2.5, rrrass wall:with-at least', of.the. ',tlllood?" W'ood,: 110oes Not, 'wait for vales. 402.2.6 'wait insulation on the•wall �' Mass Q Mass :[]Not Observable [IN331 i exterior,the exterior insulation ;Fj Steel ❑ Steel ;[]Not Applicable requirement applies(F-RIO). O 303.2 ':11�/aPl.'rrrsuLatiorr,is ir�stalfed-pen } ' �; j t < , OCormplies. Fequirerroent.wi4drbe met. [IN4]i :manufacturer's instructions. Does Not i (]Not Observable t J ,(]Not Applicable Additional Comments/Assumptions: 1 •High"Imoact,(Tier1) 2''i'Medium lmpact`(Tier2') 3;'Low`lm.paet(Tier 3) i Project Title: 75 clearview ave Report date: 11/30/20 Data filename: Page &of. 9' !�e trod Plzins V rifles] preld':}l rrfred' z _ i ; Final Inspection Provisions° _ Complies? Comments/Assump..1 ns & lie ID Value : Value 402.1.1, Ceiling insulation R-value. R 'R- -❑complies i,See the Envelope Assemblies 402.2.1, Wood ;F1Wood ❑Does Not 'table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 El-Not Applicable [Fill' ; 303.1.1.1,i Ceiling insulation installed per1. � - '-'CIC ties :Requirement will be met. 303.2 manufacturer's instructions. DoesNot [F1211 ;Blown insulation marked every f phot Observable :300 W. .,,,[]Not Applicable i 40,2;2 3 vented attics with air,perm.eable L 7MCompljes Requirement will be met. insulation include baffle adjacent ";'❑Does Not to soffit and eave vents that = ❑Not Observable ' :extends over insulation. ❑Not°Apel{table 402.2.4 ;Attic access hatch and door R R- Y ❑Complies Requirement will be met. [F1311 dnsulation >_R-value of the tElDoes.Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH�50= ACH°50= ❑complies .Requirement will be met. [FI17]1 `ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. []Not Observable ' ❑Not Applicable 403.3,3 'Ducts are pressure tested tocfm/100 cfm/100 :❑Complies Requirement will be met. [FI27]I determine air leakage with: ` ftz, ftz QDoes Not ;either: Rough-in test:Total ;❑Not Observable ,leakage measured with a ❑Not Applicable pr-essure_differential:of:0.1:inch :w.g. across'the system including ; ;the manufacturer's air handier enclosure,if installed,at time of .test. Postconstruction test:Total ' :leakage measured with a ;pressure differential of 0.1.nch 'w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 'Duct tightness test result of<=4 cfm/100 cfm/100 `❑Complies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ftz ftZ ❑Does Not <=3 zfm/100.ft2 without air ❑Not Observable '- :handler @'25 Pa.'For rough-in ❑Not Applicable 'tests,verification may need to occur during.Framing Inspection.. - 403.3.2.1 :Air.handier-leakage designated ❑complies ;Requirement will be met, [FI24]1 !by manufacturer at<=2%of '❑Does Not ;design air flow. ,� " � , Not•Observable . ❑Not Applicable _ 403.1-1--". Programmable thermostats ,_`.❑Complies Requirement will,be met. [Fig) ?installed for control'of,primary Does Not Cheating and cooling systems and initially set by manufacturer to ,❑Not Observable code specifications. :❑Not Applicable 3 1 2 ;Heat pump thermostat installed = - ❑Complies `Requirement will be met. [Fl7 on heat pumps. Not - ❑Not Observable []Not Applicable X403 'Circulating service hot water I�Complies :Requirement will be met. 51 [F,111]z systems have automatic or ❑Does Not ;accessible manual controls. ,$❑( otObseruatrle f I ❑Not Applicable 1 High{mpact jT{er 1) $'Medium Impact(i ler 2) 3 i'Low:lmpact(Tier 3) Project Title: 75 clearview ave Report date: 11/30/20 Page 7 of 9 Data,filename:' 5��trrsra '; � [?lams VerafaeeT f :[=aelel Ver�faed i Ptnai Inspection prodeseons Comislses� Comments/Assi>tmptaons ' ,Value � _ �Jalue� - 403:;6.1 `Alf mechanical'ventilation system ❑tomplies Requirement will be met. [F 25 ;fans not part of tested and listed ::❑Does Not HVAC equipment meet efficacy ;and air flow limit"s per Table EN Observable . 8403.6.1. El Not Applicable 403:2 ;Hot water boilers supplying heat ` ?❑Complies :Requirement will be met, [F126] =through one-or two-pipe heating E R ,❑Does Not 'systems have outdoor setback ',,control to lower boiler water ❑Not Observable emperature based on outrioor ❑Not AppNcable aemperature. 443:5 1 1 `Heated water circulation systems ❑Complies Requirement will be met. SF128]z._; have a circulation pump.The r ' 4 ❑Does Not system return pipe is a dedicated ;❑Not Observable ;return pipe or a cold water supply- pipe. Applicable pipe. Gravity and thermos- syphon circulation systems are I not present, Controls for j circulating,hot water system PUMPS start the pump with signal ;for hot water demand within the � `,occa�pancy.Controls automatically turn off the pump when water is in circulation loop r is at set-point temperature and no demand for hot water exists. 403:5 1 2';Electric heat trace systems `❑Complies .Requirement will be met. [Fd29]2 comply with IEEE 515..3 or UL ;Does Not ,,515.Controls automatically j adjust the energy input to the -.--[]Not Observable heattracing.to.maintain.th.e s❑Not Applicable Y' desired water temperature in the _ `piping. 403 5 2 Demand:reeieculation water ❑Complies 'Requirement will be met. systems have controls that ;❑Does Not x :manage operation of the pump "and limit the temperature of the =a❑Not Observable water entering the cold water 'Not Applicable piping to<= 1042F. 403,5 4 :Drain water heat:recovery:units x ❑Complies _Requirement will be:met. ]2 tested in accordance with CSA Does Not 855.1. Potable water-side pressure loss of drain.water heat []Not Observable recovery units< 3'psi for ;QNot'Applicable ;individual units connected to one = or two showers. Potable water- of-drain ater- of drain water ;.heat recovery units<2 psi for Individual units connected to Y � _�,, three or more showers, 404.1 ;90%or more of permanent ❑Complies Requirement will be met. ,[FI6]i ;fixtures have high efficacy lamps ❑Does Not .'.❑Not Observable ❑Not Applicable 4Q4 1 1 Fuef gas lighting systems have ❑Complies Requirement will be met, [F123.1 no,continuous pilot light. _ ❑Does Not []Not-Observable ❑Not Applicable 401,3 Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 Does Not ❑Not Observable ❑Not Applicable I T `High[mpact(Ter 1): 2 fNedium impact(Tier 2)• i 3,J'Lo.w[i pact(Ti'er:3)- Project Title: 75 clearview ave Report date: 11/30/20 Data filename: Page 8 of 9 Senor! Y P3ar:s Ver9f€ed Meld VeF2feed C®mpiaes? Comments/Assumptions final Ihspec4aan Prousseons' t Value Value j 303:3 anufacturer manuals for NtOEomplies ;Requirement will be met. [FI187� ;mechanical and water heating ;Does Not %systems have been provided. 4 {vONot Obseryable ,DNot Applicable Additional Comments/Assumptions: 1' High impact-(Tier 1) 4'` Medium impact(Tern) 3:3 Low Impact(Tier 3) Report date: 11/3 0/20 Title; 75 clearview ave Page 9 of of 9 Data filename: 2IECC 018 nerg3l Efficiency Certificate A. fi Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 30.00 Ductwork (unconditioned spaces): Olass D•• • Window 0.30 0.30 Door 0.25 0.30 • •• r • '• Heating System: Cooling System: i Water Heater: dame: Date: Comments J B'uildn�.Deparfinent:A:npili�ati©n -t I'`, ROI AUTHORIZATION (Where the Applicant is not the Owner) I, IoANN►S Zv�MPrS residing at 2a6o N• �uuw3TQ.Y ��, (Print property owner's.name) (Mailing Address) WX-b.,JG- iZi%IE2 Al tr792 do hereby authorize Ntc L 7,,>omArS (Agent) to apply on my behalf to the Southold Building Department. (0 er's Signature) (Date) - Ic��4ti1NtS ��rdtA� _ (Print Owner's Name) Scott A. Russell °SU k t STOIKAWWA'7C'JE]E SUPERVISOR ( r �T M[Ak A\G]EM[]EI�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Mam Road-SOUTHOLD,NEW YORK 11971 Town of Southold i CHAPTER 236 STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) Wr MD FS DOES THIS PROJECT INVOLVE ANY ®1F THE 1F®1LIL G:- ED Yes 'No (CHECK ALL THAT APPLY) AUG 3 1 2020 ] A, Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. -BUMDrNGDEFT. B. Excavation or filling involving more than 200 cubic yards V§VVn'a-jYial117H0LD within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [�© E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. _ Q F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes . in-.kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section-below with your Name, Signature, Conta t Information, Date & County Tax Map Number! . Chapter 236 does not apply to your project. >14 If you answere S to one or more of the above, please submit Two copies of a Stormwater Management Control Plan; and a complet heck List Form to the Building Department wit our Building Permit Application. APPLICi[NT;•(Pro rty wn r, iii Professiona�C ,Other) S.0.T.IVI. #' 1000. Date: Duu ict 070 08� v-►.t g!t7 _ NAME: N G+1V Section -. Block _ Lot. F-0R,BUILDING DEPARTN1f,NT U zl. c).N r Contact Information: 63I— 929-5560 - Reviewed By: Date: Property Address/Location of Construction Work: 7gI Approved for processing Building Permit. di-r— ayiat�i A,;r � Stormwater Management Control Plan Not Required_. �D i>Vq 119.7 i! ❑ Stormwater Management Control Plan is Required_, (Forward to Engineering Department for Review.) +FORM # SIVICP TOS MAY 2014. APPLICt S.C.T.M. : logo - CHAPTER 236 '(Property a• r,'Design Professional,Agent,Contractor,Other) �dSt1k opo vg o�ll Stormwater Management Control Plan CHECK LIST Section Block Lot nNl : t u z S M C P -Plan Requirements: Provide ONE copy of the Budding Permit Application. Date: The applicant must provide a Complete Explanation and/or Reason for not providing �' 9- �� j,�j off; • all Information that has been Required.by the following Checklist! e psnn� - Tellpinn,Nu a v 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! YES ,NO NA show all of the following items: 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 LR. ® ' of the Site Boundary as required by 9236-17(cl(2). d, Test Hole Data Indicating Soil Characteristics d Depth to Ground Water: ', e, Limits of Clearing,& Area of Proposed Land Disturbance. 0'. f. Existing-4 Proposed Contours of t49 Site (Minim-um 2•Intervals) g. Location�of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing 0 proposed structures. I. -Location or prbposed Swirhmi( g,Pool and•dischargeV.ing. j. Location of proposed Soil Stockpile Area(s)., k, Location of proposed Construction Entrance/Staging Area(s). I. Location of 2roposed concrete-washout area(s). [ _ .- M. Location of all proposed erosion&sediment control measures. , 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring;details shall include but not-be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. e. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) �J _ d. Leachin,9 Structures (e.g. infiltration basins,swales,etc.) _ I \(aIN1;[_:It1tiC; DEP ;11:'1"MEN"l' USE C)NLY- f • - - `...�_.,.-.ry _ �,_ . . _ 1Additional Information is Required, DReviewed & I: Stormwater Management Control Plan is Not Complete. App;oved By: — = — — _ — _ l Stormwater Management Control Plan is Complete. Date: I SMCP has been approved by the Engineering Department. f FORM * SWCP Check List -TOS MAY 2014 6C� APPROVED AS NOTED DATE: B.P:# -DO NOT PROCEED WITH FEE: '6dBY: ,FRAM.ING UNTIL SURVE`& NOTIFY BUILDING DEPARTAT •Ofi'FQUNDATION LOCATION HAS SEEN APPROVED;r• 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION ELECTRICAL 4. FINAL — CONSTRUc`TICN MUST ANSPECTiON REQUIRED BE COMPLETE .0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. —RUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBER CERTIFICATION Sol IIHOI n ToPI AtiN__ INe RpARD ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC,' _SOJTSTEES SOLDER USED IN WATER Al V SUPPLYS;YSTEM.CANNOT EXCEED 2/10 OF 1% L EA OCCUPANCY OR _PL,U ;81NG USE IS UNLAWFUL °ALLP �lLUn81NGWAS'fE WATERLINES NEED WITHOUT CERTIFICAT[: rltuGl3EFORECOVERING OF OCCUPANCY All exterior lighting Blower door installed,replaced or and ductwork repaired shall conform testing required. to Chapter 172 RETAIN STORM WATER RUNOFF of the Town Code PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Must provide Manuals D,J and S as per NYS Energy Code _ _ I GENERAL CONSTRUCTION NOTES Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE In combustible construction where there is usable space both above and MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. below the concealed space of a floor-ceiling assembly, draftstops shall be as adopted by New York State May 12, 2020, installed so that the area of the concealed space does not exceed PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD Additional Code Compliance: 1,000 square feet. Draftstopping shall the concealed space into approximately MINIMUM LOAD LOAD NUMBERTENER DESCRIPTION AND TYP SPACING AND 2020 Energy Conservation Construction Code of New York State,the equal areas.. Draftstopping shall be provided in the following locations: (inches) Uninhabitable attics without storage 10 OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 1. Ceiling is suspended under floor framing. Bathtub (with or without Shower head Uninhabitable attics with limited storage 20 10 ITEM ROOF FRAMING Fuel gas code; Existing building code; Property maintenance code. 2. Floor framing is constructed of truss-type open-web or perforated members. and/or whirlpool attachments) 1-1/2 ALL CODES shall supersede the drawings and shall be incorporated into the Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR drawings WHETHER they are indicated on the Plans or NOT. 15. No backfill shall be laced against the foundation walls Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL p g Balconies(exterior)and decks 40 10 until the first floor framing is in place or brace the foundation Clothes washer standpipe 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Additions,Alterations& Renovations: shall conform with Appendix J Dishwasher On Se Grate Ira - 2 Fire escapes 40 20 2 3-8d COMMON EACH JOIST,TOE NAIL v. 16. Double joists under parallel partitions and under whirlpool tubs. Floor drain 2 Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. 3 RAFTER LAPS OVER PARTITION Kitchen sink one or two traps,S with or 4 CEILING JOISTS ATTACHED TO PARALLEL TABLE R802.5.1(9) EACH LAP ( p / Guard in-fill components 50 RAFTER HEEL JOINT without dishwasher and food waste disposer) 1-1/2 COLLAR TIES 4-10d BOX (3") OR ) - 2 3. The contractor prior to the start of construction shall verify all 17. Metal flashing shall be installed were concrete abuts wood, passenger vehicle garages 50 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 2�2� dimensions, existing or new and be responsible for field fit. and were decks abut house framing. Laundry tub (one or more Compartments) Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 18. Install joist hangers at all flush structural load bearing conditions. 4-1od Box 1 TOE NAILS ON OPPOSITE SIDE Shower (based On the total flow rate through Sleeping rooms 30 to shall be installed in accordance under latest State approved Building Codes. r OF EACH RAFTER OR TRUSS �'€ showerheads and bodysprays) All systems are to be designed, installed, &specified by the general contractors; HVAC, 19. All habitable rooms shall be provided with aggregate glazing area stairs 40 20 4-16d OR electrical or plumbing sub-contractors. of not less 8 percent of the floor area of that room, and the minimum Flow rate: Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP Electrical certificates an:to be provided the electrical contractor. openable area to the outdoors shall be 4 percent of the floor area being 5.7 gpm and less 1-1/2 20 20 3-16d COMMON TOE NAIL 3-16d BOX OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity ventilated. Refer to Residential Code section R303 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NIL of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 20. All window and door headers to be 2-2x10 unless noted otherwise. More than 12.3 gpm up to 25.8 gpm 3 be the responsibility of the general contractor to verify the depth of all existing footings More than 25.8 u to 556 m 4 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING gpm P . gpm STRUCTURAL MEMBERS DEFLECTION 16d COMMON disturbed by construction. 21. Vent dryers to exterior as per Section M1502 Rafters having slopes greater than 3112 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C.FACE NAIL W W Vent range hoods as per Section M1503 no finished ceiling attached to rafters L/1809 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 1s"OCFACE NAIL Where the building official determines that in-place soils with an allowable bearing capacity Bathrooms/mechanical ventilation as per Section M1507 . . Q of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall Interior walls and 16d COMMON partitions H/180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-112"x o.i s2 �/ " � 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES 'w be determined by a soils investigation. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per TABLE R302.6 38d B x 0.162" (n p L/360 5-Sd BOX{2-1/2"X0,113") 6. Cast-in-place concrete shall be air entrained; 5% <7%total air content b volume and have the Section 314 and NFPA 72 . Shall be provided in each sleeping Room, DWELLING-GARAGE SEPARATION 11 CONTINUOUS HEADER TO STUD TOE NAIL All other structural memebers OR 4-8d COMMON Y outside of each separate sleeping area in the immediate vicinity of the bedroom L/240 12 TOP, PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL 3: Z an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, SEPARATION MATERIAL ry p 9 Y P P P and on each story of the dwelling, including basement and cellars and not less than Exterior walls with stucco finish H/360 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 1 1 1 garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. 3 feet from the bathroom door containinga bathtub or shower. Alarms shall be NOT LESS THAN 1/2"-INCH GYPSUM OR 8-16d COMMON OR FACE NAIL ON EACH SIDE of END W FROM THE RESIDENCE AND ATTICS Exterior walls-wind loads/brittle finishes SIESMIC BRACED WALL LINE SPACING<25' L/240 12-16d BOX JOIST All Concrete shall conform to the latest ACI standards. interconnected and hardwired to a commercial source. EQUIVALENT To THE GARAGE SIDE 13 }MIN 24"LAP SPLICE LENGTH) Q . .1 •' WHENEVER an alteration, addition,or conversion is made to an Existing FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8'-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d(3-1/2"x 0135") FACE NAIL ONEACHSIDE OF END Reinforcement: Steel reinforcement shall comply with the requirements Residence,the smoke detection system of the ENTIRE residence must be BOARD SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24 LAP SPLICE LENGTH) _ I of ASTM A 615,A 706 or A 996. L=span length,H=span height {�-'y brought up to code, hardwired and interconnected. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST isd COMMON (3-1/2")OR 16"O.C. FACE NAIL Minimum yield strength of reinforcing steel shall be:40,0000 psi rade 40 , NOT LESS THAN 112"-INCH GYPSUM BOARD 14 16 BOX(3-1/2") 12"O.C. FACE NAIL V, O Y 9 9 P (9 ) USED FOR SEPARATION REQUIRED BY IRC-R302.6 OR BLOCKING(NOT AT BRACED WALL) required reinforcement shall be in accordance with Table R404.1.2(1)thru 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 TABLE R802.5.2 O R404.1.2(9). of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 112"INCH GYPSUM BOARD . RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST, D JOIST,BAND JOIST 3-16d BOX 3 EACH 16"0.C.FACE NAIL in the immediate vicinityof the bedrooms. combination carbon monoxide DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH is"0.C.FACE NAIL W Location of Reinforcement:The center of vertical reinforcement in basement walls shall be EXTERIOR WALLS THAT ARE WITHIN THIS AREA and smoke alarms shall be permitted in lieu of carbon monoxide alarms. RA PER RAFTER GROUND SNOW:20 PSF 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL located at the centerline. of the wall determined from tables R404.1.2(1)through R404.1.2(9). 2-16d COMMON Vertical reinforcement in basement walls shall be located All CO alarms shall be connected to the lighting circuit with no intervening wall OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION ALLR30H ATTACHMENT OF GYPSUM BOARD ROOF SPAN O g 9 g SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 3-10d BOX � to provide a maximum cover of 1-1 A inches from the inside face. switch with battery backup. Battery-powered alarms are not allowed. RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 2-16d COMMON 17 TOP PLATES LAPS AT CORNERS AND INTERSECTIONS FACE NAIL Lo O Concrete basement foundations shall have horizontal reinforcement as follows: 24. WALL BRACING: Buildings shall be braced in accordance with SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS 18 Includes basement entrances and window wells 3-8d Ox �/1 ( ) section R602.10.4.2 Continuous sheathing method. C 1" BRACE TO EACH STUD AND PLATE 2-Sd COMMON FACE NAIL Based on R404.1.21)- ( v J Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of End conditions for braced wall lines for the continuous sheathing shall conform 3: 12 16"O.C. 5 8 10 13 wall and One#4 bar near mid-height of wall. to Figure R602.10.7. Braced wall panel connections '° Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) TABLE R301.2.1.2 Windborne Debris protection 4:12 16"O.C. 4 s E 10 E o Fastening Schedule for wood structural panels o o 12 y wall and One#4 bar near the third points in the wall story. 9 P 5: 12 16"O.C. 3 5 6 8 0:= o E � 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be ° i?' ' L 2 a ;12,w 7. Base design value for visual/ graded dimensional lumber: Joists, studs Rafters and All Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 •-"4 € L °' y °-- 9 Y 9 provided to transmit the applicable uplift forces in section R80211.1 from the FLOOR FRAMING o 05 " F 0 " o >. Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 roof assembly to the foundation. Type Less than or less than or less than or » " „ o " _ �, 82 Y equal to 4 feet equal to 6 feet equal to 8 feet s:12 ts"o.c. 3 4 4 5 r_ ° a o d = _ ° Min. Fb for dimensional lumber= 850 psi. 4-8d Box i;$- w ° Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3 3 4 4 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL ZI m c o - o 12:12 16"O.C. 3-8d COMMON o o t-0 $� 8 0.2 Including but no limited to: Deck Framing, Posts, Headers, Girders& Ledgers. asphalt shingles shall be tested in accordance with ASTM D 7158 and classified No 8 Wood screw a °y ° °' Y�Y P g based anchor with 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON y 2 2 o > a`o 3 22 6"O.C.TOE NAIL ('t N ° 3 s as per Table R905.2.4.1 of the NYS Residential Code. on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) 1od BOX o=w 8. ALL EXTERIOR LUMBER Shall be ACQ re uidn the following: 2 inch embedment o o 8 $ ° g y 2 2 w g q 9 9 Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS �, $.� _ w `L �, �, len ht 2-10d BOX y m c c c m y o.. �._ a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D copper roofing nails, minimum 12 gage shank with a minimum- g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING TO JOIST 2-8d COMMON EACH END t L y 0.3 o E or stainless steel. CONNECTION SHALL BE INCREASED AS FOLLOWS: _ a= c o L " 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing 'o o b.) Use Copper flashing Only against ACQ Lumber Sill Plates and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer b e Wood screw 4-16d BOX ¢.`s 1E E 2 o P Y P based anchor with 16 inches 12 inches 9 inches H C / H r HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE 3-i 6d COMMON TOE NAIL N rn m E ,� m y c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc but not less than 4 per strip. shall be Hot-Dipped Galvanized or Stainless Steel. 2 inch embedment on center on center on center o N <N 2 2 =m o 3-i6d COMMON d a a E 6 m a mm a $ 27. Flame Spread Index: R302.9 lenght 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL rL- $ ff IL- E n..E o a 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be wall and ceiling finishes shall have a flame spread index:5 200 1 /4 1.33 4-i0d BOX installed in accordance with the manufacturers latest installation details, Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST Framing connectors,Allowable Hole diagrams, specifications, etc. &attics shall have a flame spread index:5 25 1 / 6 1.20 3-16d COMMON Z "Micro-Lam" Design Stress: E = 1.9, Fb=2,600 psi, Fv= 285 psi a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. "Parallam PSL" Design Stress: E:= 2.0, Fb= 2,900 psi, Fv=290 psi Smoke-developed Index: R302.10 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM U) STAGGERED ON OPPOSITE SIDES t.l.l "Anthony Power Beams Design Stress; E =2.1, p F g g p b. Fasteners shall be installed at opposing ends of the wood structural panel. U) V 'a d. Fb = 3000 psi, v= 300 psi wall and ceiling finishes having a smoke-developed index 5 450 (- Fasteners shall be located a minimum of 1 inch from the edge of the panel. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL W Insulation material,vapor retarders within roof,floor, wall, ceiling assemblies TABLE 802.11 3-16d COMMON J W U) 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 RAFTER UPLIFT CONNECTION FROM WIND each sleeping rooms in basement, habitable attics, and every sleeping room c.Anchors shall penetrate through the exterior wall covering with an embedment length of Z Z _J �- 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX EACH END, TOENAIL _I Z Q) t- shall have at least ONE operable emergency escape opening as follows: 28, SWIMMING POOLS. Shall conform to Section R326 not less than 2 inches into the building frame. Fasteners shall be located not less than RAFTER ROOF EXPOSURE C W Q 'co Sill height of not more than 44 inches above finished floor. 2-1/2 inches from the edge of concret block or concrete. SPACING SPAN WOD STRUCTURAL PANELS SUBFLOOR W fY O W A. Minimum net clear opening of 5.7 square feet. 29. SOLAR READY DWELLINGS: Shall conform to Section R324, (FEET) ULTIMATE WIND SPEED _ E "d ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W C1 �,.;, N Except grade floor openings shall have a minimum net clear including but not limited to: Solar ready roof zone area of not less than d.Where screws are attached to masonry or masonry/stucco,they shall be attached 130 14o PARTICLE BOARD WALL SHEATHING TO FRAMING U Z N opening of 5 square feet. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of CL P 9 q 300 sq. ft.Access and pathways, roof access points, ground access areas. g g P ty ROOF PITCH ROOF PITCH W - B. Minimum net clear opening height shall be 24 inches. panels shall not be located less than 18"from a valley 1,500 pounds. <512 z5:12 <5:12 ;!5:12 SPACING OF FASTENERS J U) DESCRIPTION OF NUMBER AND TYP C. Minimum net clear opening width shall be 20". BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING OF FASTENER SUPPORTS GABLE END WALL FRAMING D. emergency escape: and rescue openings shall be operational A permanent certificate indicating the"solar-ready zone"and other requirements of 1 s^o.C. 12 214 201 263 247 PANEL EDGES from the inside of the room without use of keys or tools. Exterior glazing in buildings located in Wood-Rome debris regions shall Y this section shall be posted near the electrical panel or water heater by the builder, be protected from wind borne debris. 16"O.C. 18 277 259 342 322 ,1 11 6d COMMON(SUBFLOOR,WALL) „ WHERE Basement contain more than one or more sleeping rooms, 30 3/8 - 1/2 8d COMMON(ROOF) 6 SEE NOTE A 6 Glazed opening protection shall meet the Large Missle test ASTM E 1996 an emergency escape opening shall be provided for EACH sleeping room. The main electrical panel shall have reserved space for a dual pole circuit breaker 16"o.C. 24 340 318 422 396 Ener anc escape and rescue opening shall open direct/ to the outside 11 • „ and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ,1_ 11 8d COMMON 6" SEE NOTE A 6" 9 Y P P 9 P Y for future solar electric installation and labeled for future solar electric". Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 446 31 19/32 1 EXCEPTION: Grade floor or BELOW grade floor openings shall have 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 ANSI/DASMA 115. Areas within hurricane prone regions: a net clear opening of not less than 5 square feet. (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 52s 4ss 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 711 31. NEW Construction /Additions&Alterations: wind speed is 130 miles per hour or greater. 16"O.C. 36 469 438 538 547 W (2). In areas where the ultimate wind design speed is 140 MPH or greater. 5/B" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each It shall be the responsibility of the General contractor or his subcontractors to submit 16"O.C. 42 535 499 664 622 33 o O continuous run of treads or flight with FOUR OR MORE RISERS. in detail the design, calculations, drawings, written statements of the mechanical, A. EXCEPTION: N Z Handrail Height measured above stair tread nosing, shall not be less than air conditioning,ventilation. heating systems ( new, existing or upgraded) 16"o.C. 48 599 559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELS TO RESIST WIND PRESSURES TABLE R602o cn 34 inches and not more than 38inches. All Handrails shall be continuous Wood Structural panels with a minimum of thickness of 7/16 inch c� Q stamped by a professional engineer if required by the Owner or Building Dept. and a maximum span of 8 feet shall be permitted for opening .3 (3) W the full length of the stair from a point directly above the top riser of a flight protection. Panels shall be precut&predrilled to cover the glazed openings rn W to a point directly above the lowest riser of the flight. Handrails adjacent to Imo-- 6" DIAMETER -►( >- J a wall shall have a space of not be less than 1-1/2 inches between the wall with attachment hardware provided in the table below. WALL NAIL SPACING --r > Q and the handrail. see tide for exceptions.. Refer to Code for grip size specifications. R Label all panels and store in a clean dry area of the house. TABLE 507.9.1.3 1 MINIMUM NAIL MIN WOOD WOOD STUD � W U ( ) NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL -� u) yF' ; Attachments shall be provided in accordance with the table SPACING EDGES FIELD DECK LEDGER TO BAND JOIST CONNECTION THICKNESS „ .� CONSTRUCTION TYPE as follows: PANEL SPAN RATING 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30 "I", "Il", "nl", "IV", OR'V" above the floor or grade below shall have a railing not less than 36 inches JOIST SPAN sd COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" in height. Railings shall have Top rails and Balusters and Bottom rails that are CONNECTION (2.5^x 0131') NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed REFLECTIVE RED DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' Zj by the riser,tread and bottom rail of the guard rail at the open side of a stairway PANTONE#187 00 1/2"DIA.LAG SCREW 30" 23" 18" 15" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 r M� are permitted to be of such a size that a 6 inch sphere cannot pass through. r,MITF!Till &112"MAX.SHEATHING V_` Open sides of stairs with a total rise of more than 30 inches above the floor or (� grade below shall have guards not less than 34 inches in height measured 1/2"DIA.THRU BOLT GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS SIZE OF NAILS ►..� vertical/ from the nosiin of the treads. REFLECTIVE °� &1/2"MAX.SHEATHING 3s 3s 34 29" APPLICATION ORIENTATION TO MEMBERS Y g WHITE FIELD THICKNESS ..,f,. FRAMING SPACING NAILS SCREWS TO WOOD FRAMING MTI i' 121"TO 14' 14'1"TO 16' 161 TO 18' CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS w 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window 1/2" TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 WALL EITHER DIRECTION 16"O.C. opening is located LESS than 24 inches above the finished floor and GREATER �y NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 1/2"DIA.LAG SCREW 811 16° cV R R 11 " 11 11 •� v, than 72 inches above the finished grade or other surface below on the exterior --► '♦- & 1/2"MAX.SHEATHING 13 11 10 CEILING EITHER DIRECTION is O.C. 7 12 6d COOLER NAILS [� C DESIGNATION FOR STRUCTURAL 7 12 of the building,the wiindow must be provided with a window opening control device COMPONENTS THAT ARE OF 1/2„ Applicant shall provide engineered wood placard 1/2" structural plywood 5 8 WALL EITHER DIRECTION 16"O.C. " ' \ that compiles with R312.2.2 Window Opening Control Devices. on or adjacent to electrical meter box for field inspection. p 1/2"DIA.THRU BOLT " v P P 9 TRUSS TYPE CONSTRUCTION 24' 21 19' TYPE"X" AT 1-7/6"LONG 6d COATED NAILS OR STROKE Panel, Attached to &1/2"MAX.SHEATHING 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblockin shall be installed in "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, 5/8„ GARAGE CEILING 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. 9 Pre-Engineered Wood Construction And/or Timber Construction Frame in accordance BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH U U GIRDERS AND BEAMS g IRC SECTION R702.3.5.1 PP 9 9 Y LEDGERS SHALL BE FLASHED HABITABLE ROOMS ¢ 0 accordance with R302.11 thru R302.11.2 and Draftsto in shall be for new dwelling and/or an addition,alteration with Table R301.2.1.2 l,..� •-+ installeder R302.12 thru R302.12.1 "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 p of the residential code LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) ►-r� r~ 4 en shall be affixed on or adjacent to any electric box attached to the exterior A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE r', Fwd 0 M ,,gyp Fireblocking materials R302.11.1 shall be as follows: "FR" FLOOR AND ROOF FRAMING of the structure for field inspection of New York State END WALL FRAMING SHALL BE SPACED 6"O.C.. W T 1 � U o 1. Two-inch nominal lumber UNDER SECTION 602 OF THE BCNYS A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS 2. 1/2" gypsum board SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TOcz 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES GABLE END WALL FRAMING ,,��// �1 C rn M with the 10 foot horizontal fireblocking in walls constructed using parallel OF FOUNDATION MATERIALS DESIGN CRITERIA WINDOW UNIT rows of studs or Staggered studs. CLASS OF MATERIAL LOAD-BEARING PRESSURE S QED Au I O 4. cellulose insulation installed and tested in accordance with ASTM E 119 or Crystalline bedrock 12,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) �`� �`� M��� UL 263,for the specific applications Sedimentary and foliated rock 4,000 psf Wind speed: 140 Sandy gravel and/or gravel(GW and GP) 3,000 psf No of stories: 2 Sand,silty sand,clayey sand,silty gravel and clayey gravel 0 WIND DESIGN SUBJECT TO DAMAGE FROM (SW,SP,SM,SC,GM and GC) 2,000 psf Mean Roof Ht: 30 ft GROUND SPECIAL WIND WIND SIESMIC WINTER ICE SHIELD AIR MEANSNOW { � "�`� .I I �• Clay,sandy clay,silty clay,clayey silt,silt and sandy slit Roof pitch: per plan PLYWOOD STORM PANEL LOAD SPEED TOPOGRAPHIC BORNE LINEFROTERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL A3' Clay, ML,sandy and CH) 1,500 psf Roof Length per Ian (MPH) EFFECTS WIND DEBRIS EXPOSURE DESIGN WEATHERING DEPTH REGION CATEGORY CATAGORY TEMP REQUIRED HAZARD INDEX TEMP Bldg 9 p P SHUTTER DETAIL ZONE �C1G Off, a.When soil tests are required by Section R401.4, Bldg Width Per plan the allowable bearing capacities of the soil shall be part of the recommendations. bldg aspect ratio: 3:1 Refer to General Notes for Panel 20 LBS 140 NO NO NOM B B SEVERE 3'-0" MODERATE HEAVY 11 YES NO 1500 or less 52.2 OF NES y b.Where In-place soils with an allowable bearing capacity of less than 1,500 psf g ( ) fastener requirements. M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"In this part of the table. ff In p g P tY p Nailing Sched: Table R602.3 1 G are likely to be present at the site, the allowable bearing capacity shall be O.(NJ The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. determined by a soils Investigation. Sites at elevations above 1,000 feet shall have their ground snow load Increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS ° < Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED aT I fasten king stud to header with 1• CONTINUOUS RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING Min.3"x 11-1/4"net header Header ° e e a a / 6-16d sinker nails ° ° ° ° shall occur at top of wall ° ° ° ° ° OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING 16'OC ALONG METHOD WSP: EXTERIOR SHEATHING OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE BRACED WALL PANEL ° ° ° ° ° ° • fasten top plate to header with ;I I•I I•I I; PER TABLE 8602.3(3)-FASTENERS 6" BRACED WALL PANEL Header shall be Top plate continuity is o two rows of 16d sinker Halls @ 3"o.c. I.1 ON EDGE, 12"FIELD. INTERIOR SHEATHING fastened to the required per R602.3.2 ° •I f•I (' PER TABLE R602.3(1).FASTENERS VARIES king stud with Braced wall line 2-16d NAILS EACH SIDE 6-16d sinker nails continuously sheated \Minimum 40001b header-to-ack-stud .I ISI 11 t\9ETHOD CS-WSP: L `� Fasten sheathin to header with 8d common nails in 3 in. rid with 112"wood 1 gn x 9 9 i ° strap on both side of opening structural panels ° •I 1•I ✓ AS PER TABLE R602.3(3) = r ° pattern as shown and 3 in.o.c.in all framing(studs and sills) ° a opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG " TOE NAIL 3-8d NAILS - ° v, 8d @ 6 O.C.ALONG = Minimum 40001b header-to-ack-stud strap WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG " AT EACH BLOKING MEMEBER 2 j ° .I 0.131 X 2.5"LONG BRACED WALL PANEL BRACED WALL PANEL Ed @ 6 O.C.ALONG _ p g .I AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL ° b ° on both side of opening opposite side of Panel splice edges shall occur over o sheathing ° ° ° ° wrthb�Ine'iled to common blocking IN FIELD BRACED WALL PANEL 0 ° Min.Double 2x4 framingcovered with minimum middle 24"of the portal- BRACED WALL PANEL x m BRACED WALL PANEL BRACED WAtL PANEL L ° ro 1/2"thick wood strucral panel sheathing - leg height. One row of 3"o.c.nailing BRACED WALL PANEL is required in each anal ed BRACED WALL PANEL INTERIOR FINISH: ° i° with 8d common nails @ 3"o.c.in all framing o q p 9e. 2 I• SHALL BE MIN.1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG io (studs blocking and sills)typical o if needed ISI 3-16d @ 16"OC ALONG i ° ()r' I 1 1' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3-16d 16"OC ALONG 3 16d @ 16"OC EACH �° ° @ i 2 to 18 (finished width) Min Double 2x4 or I•I BLOCKING MEMEBER !° Min.length 16" 2x6 Kin &Jack stud ° WITH TABLE 8702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL !° g g ° 112"min.thickness wood structural _ - -•- •I•I• •_ • - -•_ I. TABLE 8602.3(1)FOR EXTERIOR WALL panel sheathing ,I I,I J. SHEATHING ! per Table R602.1 0.5 ° CONTINUOUS RIM OR Min double 2 x post C , J - - - - - = 'I':j - - _ a: CONTINUOUS RIM OR i° No.of jack studs per ° v . . . . . . . . . . Q 'I I'I \ END JOIST 1 P VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST i° Min.(2)2x4 typ. Table R602.7(1&2) ° a Min.(2)1/2"Diameter anchors ,1 OVER AND BE FASTENED TO COMMON STUDS. ° ° installed per section 8403.1.6 I• IF 2-16d NAILS EACH SIDE with 2"x 2"x actio late washer W W •I ��t•I I f WALLS PANELS SHALLOCCURVERED L/ L I ° P3/16"p ,1 INTERIOR`1 ` AND BE FASTENED TO 1-112"THICK FULL HEIGHT BLOCKING I I'1 1'I COMMON BLOCKING ,1 SPACING 1 I I I I. CONTINUOUS ALONG LENGTH ADDITIONAL FRAMINGMEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I I•I I.1 I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG r n •I I•I 1•I I• BRACED WALL PANEL v, '1 II II I' 2 X BOTTOM PLATE METHOD CS- FIR CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 W ,I I•I I•I •1 I.1 I•I EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to W Band or Rim joist with nail sole plat Attach Sheathingnail sole late Q BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 6D common nials °i° P Q •,- _ _ _ , _ _ _ 1•,_ _ _ -11 to joist per Band or Rim joist wi °, to joist per • • • • • • • • • • • • PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Top an °° o Sub-Floor nailing Schad. 8D common nials °° ,° nailing sched. FRAMING FRAMING Bottom at per Plans W J °oo° ° — LL Rim Joist ° ° ° ' ° ° r� FASTENING REQUIREMENTS FOR o ° ° ° ° ° ° ° ° ° ° ° _^ vJ _--Anchor O BRACED WALL PANEL AS PER Hofdownsper pians 0 1 P W TABLE R602.3.(3) 2 3 METHOD CS-PF: = OPORTAL FRAME AT RAISED WOOD FLOOR OPTION- FIGURE 8602.10.6.4 � J CEILING OR O FLOOR JOIST DIRECTION Simpson 1-1/4" galy. x 20 gage L,() 0 HoAStud To Rafter nails in each end at each rafter. ENDWALL—► ENDWALL coil strap with 5 8 cormmon Connector _ Were the distance is SIMPSON H2A U) between 9-1/4"to 15-114" at each Rafter. With LOOR AND CEILING JOISTS Typical Metal provide blocking @ �� y MNSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter A Strapping braced wall panels „ „ ° (J6011STS- SEE PLANS PROVIDE@STRUCTURAL RIDGES E•- at Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field w _ N Horizontally attachedLM (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side o 0 in BLOCKING shall have Solid lBlockin of Ridge to have a `_-rn E f6 T 0 plywood g Schedule Dwg-1 g TYPICAL @ all Plywood Joints c c E a o c `9 m Blocking Simpson LSU skewablei hanger ° _ ° w O N ° °7 2-BAYS IN SIMPSON H2A 48"OC $ 0' _ N ° BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil �' °o `o " m° Y rafters attached to top (5)8d x 1-1/2 ��nails in Rafter Strap with (5)-8d common nails ( .9 o 3 s 3 i; a plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate " A:5 _x w m 0 SECTION A-A " in each end. catch jack studs -6,6 8 ° ° 8 N along length of braced wall (5)8d x 1-112 nails in Stud Look Out Blocks = 0 �„C� = �.s N cm Comer Holdowns panel. and window or door Header. Less than '° L t - ro 15 o 3 0 E P Typical each side and ALL Gable End Wall a o o i:- 0 12 END WALL BLOCKING DETAIL Refer to tans N or Equal for locations FOR FLOOR AND CEILING BRACING If required r windows and doors. to 12" 0 ; `° ¢N =� E o y o =".O d C N Nom,'- N RIM JOIST BLOCKING BETWEEN RAFTERS aa. BRACED WALL PANELS z � - c o E m C C NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & it 8 y ca C7 F- co E a=a CL FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROWIDED AT PANEL See details on EDGES PERPENDICULAR TO FLOOR FRAMING(MEMBERS this page. NTS NTS RAFTER TO RIDGE STRAP 8802.3 IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. �^ PER NAILING SCHEDULE:. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD •Z � Cn 4 5 N.T.S. 6 7 2-1/2" LONG Q OF THE ATTIC SPACE AND ATTACHED5 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE V TO THE RAFTERS WITH 4-8D NAILS O Ln — THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. EACH END Q 0 W ALL THRESHOLD CAREFULLY O � Q FLASHED&CAULKED TO TREATED WOOD PREVENT WATER INTRUSION DECKING SECURE TO SIMPSON BSC _ TOP OF RIM JOIST WITH ,COMPOSITE RAILING CONTINUOUS FLASHING EXTENDED 10D THREADED NAILS OR I l /SYSTEM.VINYL RAILING PAST JOIST HANGER #10 X 3"WOOD SCREWS I 1♦,/ T_OP AND BOTTOM RAIL AT 6"OCC. AND COLUMN COVERRAIL POST TO HEADER CONNECTOR OUTER THIRD CUT I I OF SPAN ONLY LENGTH GALV.DECK HANGER COMPOSITE DECKING COLUMN CAP.MEET RCNYS SIMPSON ABU POST 12" �Vlln EXTERIOR OR SIMPSON LUS26 @ 2X6 ATTACHED PER I i FOR CODE 4"TREATED POST TO CONCRETE BRACKET BEARING WALL SIMPSON LUS28 @ 2X8 MANUF.SPECIFICATION Igl @FRONT PORCH DECK SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X10 X 4 TREATED POSTS 6"TREATED POST �. NOTCH GREATER LAG BOLTED TO JOIST @ REAR DECK OR SIMPSON SD CARRIAGE BOLTS 2X P.T.LEDGER; MUST BE ONE SIZE AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL 114 JOIST 0 CLEAR THAN 50 /o GREATER THAN DECK JOIST AND CONNECTOR SCREW DEPTH,MAX. (PERCENT)OF SPECIFICATIONS. GRgDE "MIN. .,�1!6 JOIST D PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE NO GREATER THAN THE DEPTH OF THE RIM JOIST O 1/2"DIA.GALV BOLT5 W/ ADHESIVE ANCHORS:HIGH-STRENGTH DEPTH,MAX. S LU METAL TIE FASTENED ACROSS AND _ ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 2 x JOISTS I DE JOIST (— LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR O GALV LAG SCREWS PER TABLE R507.2 AND USE WITH THREADED ROD DEPTH,MAX. TO THE PLATE AT EACH OF THE PLACEMENT OF LAG SCREWS PER FIGURE 8507.1(1) O Z_ MECHANICAL ANCHORS;SIMPSON Use 1-1/4" Metal N Z NOTCH WITH 8-10D NAILS EACH SIDE • 2x RIM JOIST ATTACHED WITH see Schedule on DWG-1 WEDGE-ALL WEDGE ANCHOR O co (3)10D THREADED NAILS DR � i,. Coil Strap 20 Gage N M ti of la screw shall full extend beyond Q the inside face of the band joist. y io joist ,: 12" Min LU11 (3)#10 X 3' WOOD SCREWS 12"DIAMETER CONCRETE o � sawn and rafter I(5) 8d common nails T- W STEM W/#4 REBAR h■ ;, T LLj TOP PLATES '' 3 SIMPSON DTT1Z W/(6)1OD X 1-1/2" 8507.6.2 SIMPSON H2.5 AT FOOTINGS MUST notching and boring limits. a 1_ in EACH END at y. > PIPE BLOCKING EACH JOIST `- EACH Stud. —1 W 0 NAILS @MIN.OF 4 LOCATIONS BEAR ON COVERED FRONT PORCH FOOTING: SPACED EQUALLY. TWO WITHIN 24" OVER BEAM SIMPSON BC UNDISTURBED 24"x 24"x 12" FOOTING TO VIRGIN SOIL NTS 8d @ 6" oc Along N OF EACH END OF DECK: BETWEEN EACH ° POST GIRDER SOIL (MIN 36"BELOW GRADE) Braced Wall Panel MIN THREAD ALLOWABLE LOAD:910LBS. JOIST CONNECTOR FIGURE R602.10.8(1) FIGURE R602.6.1 PENTRATION 3I8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD WALL TO WALL STRAP ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER CONNECTION C@ PORCHES & DECKS NTS LEDGER BOARD ATTACHMENT TO BAND JOIST SIMPSON ABU INSTALLED IN ACCORDANCE 1 �1 NTS 10 11 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. `f' 1 5 NTS 1-1/4" x 20 gage G-185 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Di ed Galvanized Strap Hot Dipped Galvanized Strap Pp Hot Dipped Galvanized Strap W � N STAGGERED with (5)-8d common nails with (5)-8d common nails +. SEE TABLE 507.2 " FASTENERS at each stud at each stud with (5)-8d common nails a TOP PLATES TOP PLATES N IN 2 ROWS Strap may be attached OVERat each stud the plywood OR directly to theStrap may be attached OVER Strap may be attached OVER � � � @ 00 po p 5.5"MIN FOR 2X8• Studs. Studs. OR directly to the plywood OR directly to 5"MAX 6.5"MIN FOR 2X10 Studs.STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 - r-+ ���11 ^ 0 ,> M V BORED HOLE MAX. DIAMETER 60% Uo O N �� c BLOCK SOLID W .d 14 o DIAMETER 40% (PERCENT)OF STUD r (PERCENT)OF 0 DEPTH - � '-' M •.i7 • 3-16d @ 16 ocAlong r l STUD 2 BETWEEN JOISTS V "b b4 5/8'MIN. 5/8"MIN. 5/8"MIN /8"MIN. 2"MIN % �� C Braced Wall Panel - '" LAG SCREW OR THRU-BOLT °�',°+ TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 314"MIN = ` FIGURE 8602.10.8(1) �• NOTCH MUST NOT NOTCH MUST NOT i=III= • °+°+ N O M EXCEED 25% o EXCEED 40% a '=III (PERCENT)OF 0 (PERCENT)OF u STUD DEPTH STUD DEPTH +°+ 50 VPLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD "c, ��ED ARC'L- O BORED HOLES SHALL � \ Rt J I J,r sV� IF HOLE IS BETWEEN NOT BE LOCATED IN STRAPPING % PERCENT 40 ( )AND PER FIGURE R507.9.1.3 (1) cm BORED HOLES SHALL THE SAME CROSS - , 60%(PERCENT)OF NOT BE LOCATED IN SECTION OF THE CUT Applies to Garage Wall and THE SAME CROSS STUD DEPTH THEN , + STUD MUST BE DOUBLE OR NOTCH IN STUD `DISTANCE CAN BE REDUCED TO 4.5" SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction i=111= " OR NOTCH IN STUD SUCCESSIVE STUDS 1-114 METAL SPACING IS REDUCED TO THAT OF -� I; ',- ++ ARE DOUBLED ' STRAPPING AND SO E30RED LAG SCREWS TO ATTACH 2X8 RS TO 2X8 BAND JOISTS(1 2'STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR + , AT EACH JOIST +_ WASHERS NOT PERMITTED) RAFTER FACE TYPICAL �` '�, 019010 FIGURE 8602.6(1) y FIGURE R602.6(2) FOUNDATION-SILL-STUD IN CNN NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING - 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 AT CANTILEVER FLOOR JOIST WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. - - - - Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes u and out of the Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto p glued together MANUFACTURED LIGHT ENCLOSURE ceiling line p Exterior Full Thick Insulation way for access thin profile structural 9 9 see plan w/ ATTIC INSULATION CONTINUOUS BEAD l entire Cavity to sheathing as draftstO and lay on plyW od Batt Insul CEIING FRAMING Seal joint with Sheat ing Ze:��SFU Insulation dams g p behind tub Tub attic hatch - R-val support OF sealant OF SEALANT oor Base plate prevent loose-fill Typical equal to the Ceiling Double Frame Attic blocking SUBFLOOR GLUED,CAULKED Sealed to-,-- Air Se I exterior insulatio re uirem n access opening Sealant or OR GASKETED TO RIM / insulation from Continuous Be; wall N4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access adhesive at perimeter and seams. l solid blocking SILL PLATE INSTALLED „ / or rigid insulation Adhesive,"- Sealant Casing�� OVER 1 min Rigid WeatherstrippingkPSeal stairs EXPANDING FOAM SEALANT Pre-Fab Fireplace sealed around anel 1/2 G Wall CONTINUOUS BEAD OF SEALANT Insulation.Air g Pull-down gap yp Refer to manufacturers SEALANT four edges ` frame a 1x2 Stop Board RECESSED DRYWALL CEILING FIXTURE specs for installation manual Sealed at perimeter staircase with caulk Sealant 1/2 plywood finish w/ soffit material or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (cb, CANTILEVERED FLOORS PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING i ^ EXTERIOR WALL OF BATHTUB AIR BARRIER AT FOUNDATION E AIR SEAL DETAIL (cD- PREFAP FIRIEPLACE DETAIL ATTIC HATCH DETAIL TO BAND JOISTS �` "- W This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products __ It Is not to be used as a guide for fireplace installation,. 25x54 Attic Pull Down Stair Ladder Cover, A I r , Refer to Manufacturer for installation manual. R-50 Insulation R-so attic Stair Cover �••/ ENERGY NOTES � '� T - t-1'1 W Eave baffle installed " ` =' '"" 1. All design &construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall adjacent to soffit and eave Q ." be sealed b an approved '� '�� • r 2020 Energy Conservation Construction Code of New York State. y pp oved lthird party(HERS Rater)using the " R"*4 �" ; vents. Baffle shall extend over ^" " ' Table R402.4.1.1-Air barrier and insulation installation. Manual "J" Manual, "S"&"D" submitted at CO. r..!w The authority having jurisdiction shall be permitted to determine an Of the attic insulation �'•" •;-' " _ . .>° �' I energy efficiency program to exceed the energy efficiency required by this code. the top _ I 9b. R403.3.3: (Mandatory) Duct testing -Ducts shall be pressure tested to determine as per chapter 11 TYR ROOF CONST. �- r W TABLE R402.4.1°1 air leakage b an approved third party(HERS Rater)using the HVAC, Plumbing & Electrical systems shall meet the chapter 11 EnergY (R402.2.3) AIR BARRIER AND INSULATION INSTALLATIONmanual "J" Manual ,"S" &"D" submitted at CO. efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 X CJ W/ INSULATION COMPONENT AIR BARRIER!CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS . j" W 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ •- General AL continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. Soffit see OR HERS RATER Q and posted on a wall in the space where the furnace is located requirements in the building envelope. 10. R403.4 (Mandatory)Mechanical system piping insulation carrying Const. Dwgs ` ! i W ..� Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 -N1102.1.5 fluids > 105 F degrees or<55F degrees shall be insulated with R-3 Minimum. p g p q SEALANT continuous air barrier. Building envelope (prescriptive)per table N 1102.1.2 insulation & Fen. by Component. ( w ! o 11. (R403.3.5) Building Cavities (Mandatory) Breaks or joints in the air barrier shall be Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall 1 o 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 9 sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs 12. N1103.5.1 (R403.5.1)Heated water circulation and temperature maintenance systems (Mandatory) Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The installation density of the insulation shall be at the manufacturers'product 5. Installation-the components of the building thermal envelope shall be in in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. e j temperature maintenances Heat trace tem stems shall be in accordance with Section N1103.5.1.2. o � recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, P Y each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D"• Automatic controls,temperature sensors and pumps shall be accessible. ryO maintain an even density for the entire cavity.Batt insulation shall be Manual controls shall be readily accessible. �/� 6. R402.4.Air Leakage: Mandato Air leakage in accordance with sections N1102.4 CL � V) installed in the recommended cavity depth.Where an obstruction in 9 (Mandatory) 9 - through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE the cavity due to services,blocking,bracing or other obstruction g The building shall be provided with ventilation that compiles with the requirements of exists,the batt product will be cut to fit the remaining depth of the Section M 1505 or with other approved cavi Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an pp oved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE y ty" air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system shall be placed to fill any surface or concealed voids,and at the g g P p o manufacturers'specified density.Where faced batt is used,the test results shall be signed by the party conducting the test. is not operating. L-= a 2 o installation tabs must be stapled to the face of the stud. There shall be CX Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM .p. w:n w E t y rn'o =o N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy r _�,r yr ,� �► o a � 0 8 E 4 >, no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN »-�-, - _t _ 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements f �" O � a o ; 3 c m stapling installation tabs. p g g P ACCORDANCE WITH 'moi_. =w Q r- � 4=>s - combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or o o 0 8 o 0 Insulation that upon installation readily conforms to available space accordin to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blockin HERS REPORT " C.�;.. o•� o _ y ;w ,� p Y P g g = ,,, powered b an electronically commutated motor. as backdam I a)N 2 r-o �-6 c a shall be installed filling the entire cavity and within the manufacturers P Y Y c' 3 0 3 TYRROOF CONST. .",,;r ;.' E �w��3 � � � m density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be - provided for each separate heating and coaling system.Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) i m 8 0 _ 0 8 8 Roof underla ment _ _-- Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Heating and cooling equipment shall be sized in accordance with Y 2 X CJ W/ INSULATION = s t _ N 3 o E the system from 55 F to 85 F. preprogrammed thermostats be manufacturer g gsealed to drip ed r = ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on building loads calculated in accordance with ACCA P g shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. - m ° `s _ °' 8 = a PP g 9OR HERS RATER ErtnM hnp taGP-c`s a�tljo r"S I `f ^r', y m L m m H sealed. 9. R403.3: Ducts-Supply and return ducts attics shall be insulated to a minimum New or replacement heating and cooling equipment shall have an efficiency 1 2'z._ a y € o of R-8 3"or rester in diameter, and R-6 ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ �- �'`' '' s r Iu o 8 w E2 Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at @ g @ location where the equipment is installed. Soffit see �'"� ; ry 8 y co E ca E a o a wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic SEALANT shall be sealed. party using the Manual "J", Manual "S"&"D"submitted at CO. Const. Dwgs 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall rn tun.-s err3 S!.1oir'ts on f V plate shall be sealed.The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. I Z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall f 1)�' U) sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall beg See Const. Dwgs '�.��.. 2) installed in substantial contact and continuous alignment with the air ' ' Q barrier. W Windows,skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE W W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION O� C) shall be sealed. DUCT SEALING REQUIRIEMENTS Rim joists Rim joists shall include;the air barrier. Rim joists shall be insulated. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the TABLE M1505.4.3(2) topside of sheathing or continuous insulation installed on the LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa,b underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW perimeter floor framing members. RUN-TIME PERCENTAGE IN EACH 4-HOUR OPENING LIMITING AREATO BE EXHAUSTED EXHAUST RATES SEGMENT 25% 33% 50% 66% 75% 100% DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be p shall be covered with a Class I,black permanently attached to the crawlspace walls. KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUSLU vapor retarder with overlapping joints Factora 4 3 2 1.5 1.3 1.0 1-- 0 o 0 taped. BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM - _ - - _ _ _ _ - - - - - _ _ _ _ _ _ N U Shafts,penetrations Net shafts,utility penetrations,and flue a.For ventilation system run time values between those given,the factors are permitted to be WINDOW N Q shafts opening to exterior or determined by interpolation, 1 r` unconditioned space shtall be sealed. INTERMITTENT OR 20 CFM CONTINUOUS U) I j j� 24^ (36"IN IBC UNITS 4"SPHERE CANNOT APPROVED WINDOW �- J b.Extrapolation beyond the table is prohibited. 1 PASS THROUGH FALL PREVENTION I DEVICE CONFORM TO + Narrow cavities Batts in narrow cavities shall be cut to fit and installed to TABLE M 1505.4.3(1) FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVEFINISHED FLOOR the correct densitywithout any voids or gaps or CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE R312.2WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE compression,or narrow cavities shall be filled by FINISHED GRADE insulation that on installation readily conforms to the REQUIREMENTS TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED H NUMBER OF BEDROOMS FLOOR AND GREATER THAN 72"ABOVE THE FINISHED T h Garage separation Ai:r sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE v conditioned spaces. DWELLING UNIT EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE FLOOR AREA 0 - 1 2 -3 4 - 5 6 -7 > 7 COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal em✓elope shall be sealed to the drywall. envelope shall be airtight and IC rated. (Square feet) 1,OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW Airflow in CFM A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090.THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on < 1,500 30 45 60 75 90 PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. �' TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO � � � installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE ^' extend behind piping and wiring. 3, OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW 1,501 - 3,000 45 60 75 90 105 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312"2.2 TO MEET EGRESS R310.2.1 d'; o Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be W exterior wall showers and tubs shall separate them from the showers and insulated. tubs. 3,001 - 4,500 60 75 90 105 120 N1101.14 (R401.3) Certificate (Mandatory) C's Electrical/phone The air barrier shall be installed behind electrical or •5 M @ box on exterior wall communication boxes or air sealed boxes shall be installed. 4,501 - 6,000 75 90 105 120 135 A permanent certificate shall be completed by the builder or other approved party and posted on a wall 04 o in the space where the furnace is located, a utility room or an approved location inside the building. o ' HVAC register HN/AC register boots that penetrate building thermal boots envelope shall be sealed to the subfloor or drywall. 6,001 -7,500 90 105 120 135 150 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit 0 directory label, service disconnect label or other required labels. The certificate shall indicate the A;� o t Concealed When required n be sealed,concealed fire sprinklers shall > 7 500 105 120 135 150 165 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components `'E EDD 0, sprinklers onliy be sealed in a manner that is recommended by the � such as slabs basement walls crawls ace walls and floors and ducts outside conditioned spaces; C manufacturer.Caulking or other adhesive sealants shall not P P i` U /Yl be used to fill voids between fire sprinkler cover plates and For SI: 1 square foot= 0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s. U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. component,Where there is more than one value for each the certificate shall indicate the value IC = insulation contact. covering the largest area. The certificate shall indicate the types and efficiencies of heating, a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. cry, cooling and service water heating equipment. Where a gas-fired unvented room heater, -�A 019010 electric furnace, or baseboard electric heater is installed in the residence, the certificate shall F NEWS indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. 8 PLUMBING NOTE: ALL PLUMBING SYSTEMS SHALL BE GUARDS R312.1 INSTALLED IN ACCORDANCE WITH PART VII-PLUMBING GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF ELECTRICAL NOTE: OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, ALL ELECTRICAL EQUIPMENT RAMPS AND LANDINGS, THAT ARE LOCATED MORE WIRING SHALL BE INSTALLD 3-Corner studs '`_ NNACCORDANCE WITH ART V IE ELECTIRCAL THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR connected to3_2X OFPERMANENTLYTHEDE. A MINI UM OF 75%PF OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES transfer shear Framing members MUST HAVE INSTALLED NS ALLED FIXTURES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. load 6" . INSECT SCREENING SHALL NOT BE MECHANICAL NOTE: CONSIDERED AS A GUARD. 2-16d Nails TYR HDU2 HOLDOWN THE MECHANICAL SYSTEMS SHALL 6" o.c. w/ 6-SDS 1/4" x 2-1/2" Screws BE INSTALLED INACCORDANCERC F NYS.WITH HANDRAILS R311.7.8 G PART V&VI OF THE RC OF NYS. LADDER&STEPS R310.2.3.1 ALL MECHANICAL SIZING PER ACCA WINDOW WELLS WITH AVERTICAL MANUAL"S"BASED ON LOADS Simpson 5/8" threaded rod DEPTH GREATER THAN 44 INCHES CALCULATED PER ACCA MANUAL"J" HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE COU ler-nut and SSTB anchor SHALL BE EQUIPPED WITH PERMAINENTLY DUCT COMPLIANCE WITH MANUAL"D" SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. p AFFIXED LADDER OR STEPS USABLE bolt thru-box and inbed WITH THE WINDOW IN THE FULL OPEN R303.4 MECHANICAL VENTILATION. into concrete foundation. POSITION. RUNGS SHALL HAVE AN DWELLING UNIT SHALL BE PROVIDED INSIDE WIDTH OF AT LEAST 12 INCHES WITH WHOLE HOUSE MECHANICAL and framing SHALL PROJECT AT LEAST 3 INCHES VENTILATION IN ACCORDANCE WITH W FROM THE WALL AND SHALL BE SPACED SECTION M1507.3 Preservative-treated NOT MORE THAN 18 INCHES ON-CIENTER r , VERTICALLY FOR THE FULL HEIGHT OF �•1/ barrier required for THE WINDOW WELL. connectors in contact 48'-4" with treated wood W LU Bilco Scape-well � 'iy'l� !h felt/ ?t-1 WINDOW WELL R310.2.3 HORIZONTAL AREA SHALL BE 2 x 6 DECK JOISTS @ 16"oc / 14"DECK FOOTING SIMPSON HDU CORNER MIN 9'-0"SQ FT.WITH A 2-2 x 6 P.T.GIRDER �/ SEE DETAIL ON DWG-2 rn Q HOEDOWNe- BOX FRAMINIQNTS OFF MIN 3'0" DIMENSION OW FOR w 666 FOOTING SIZE PER TABLE v � R507.3.1 FOR DECKS W NTS EMERGENCY ESCAPE AND r- - -- - z - '` , RESCUE. COVER PLACED W Z OVER OPENING PER R310.4 O I ch -I 2X8 DECK LEDGER I Q Q 30X4 ASEMENT E ESS SEE DET ONDWG2 11 TYP EXT WALL ..................... ....... ......- ............ ...... r- ------- ._........ -•-�- ...................... --......................................� W Cos ry 1 •r• .. ....................• •.........................................• •............................. ..........• 1 1 1 1 1 1 ^ O 1 . V/1 �-� � 8"X16" PC 1 t PIER-SPACED , 1 O W 1 / SILL PLATE cr) - ! EQ AL Y ; ; Lu O 1 1 V 1 1 0 1 1 0 1 z ; ; 1 1 � 1 1 TYPICAL ANCHOR BOLT -R403.1.6 g j UNFIN. BASEMENT O U- ; ; .4" CAST-IN-PLACE CONCRETE MAXIMUM SPACING:1/2"@ 72' O.C. ry O EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. ; ; SLAB INSTALLED IN 0i o w . 1 W 1 . ACCORDANCE WITH CODE -N O Z�� ' 'W ♦^ 2 BOLTS PER PLATE AND HOLD AT LEAST 1 1 I w v J ONE BOLT-12"MAX AND 3-1/2"MIN OFF ' - - SECTION R506 to O w Z= _ .o ENDS OF PLATES. Cn ' I O LL Z p �- ; ; 1 1 OLU Z Ito TYR CONC.FOUNDATION r X ' ' O Z tr Q w C0 x y 1 1 r O Q Q m r 1 I N N O 1 E._ > "- a ca m U_ ►-m w vi 8'-3'/z" 9'-4" m 10'-7" 9'-11" 8'-10'/Z' 0 1 2 ANCW 016 HOR BOLT DETAIL IT i a U=W _ E r ° TYPICAL INT.FOOTING/COL r- a O z U= ' ' o' L° o c `0 4COO c SCALE: 1/2"= 1'-0" 0"x 30"x 12"THICK 1 5 N w LL ; ; c a -°° m a c i (O Ii.=U¢O ; ; w c o o o y m o O V VJ Q, ,t,. Q ., O CAST-IN-PLACE CONCRETE 1 FOOTING&4"DIA STEEL (V . . B 22 o- y w Y 1 1 N o' o 0 3 Beam >0 ocket(typ) COLUMN a Y m- o Y 1 / steels ims as req,d o r o MAINTAIN REQUIRED SEPARATION CY) = $ a� °c w w N£w 1 POST ABOVE . DISTANCE FROM ALL H EAT u, y c c 0 -o t TYPEXTWALL 1 1 \ --- - ---- --- - ---- •--- ---, 1 1 L aC•;-a d?n ° 0 3 ° i'V ' ' r BLOCK SOLID ' ' PRODUCING EQUIPMENT TO '0 r � m L �-yo"-'�a E co ;----- `r'------- i----- TYP. ------ -- , �(3) 1_---x----- " LVL -�-- --L------ ------------- '--------- -------� ~' _ COMBUSTIBLE MATERIAL AS PER _ ° a o g 1 ]----- -----------i---e---;•-------- -------- ' - ---' -----------------------=---9_4---------------------1---4------------ ----------'- ' AND LATESTMECHANIOALCODE.NS t y m E � O ° ,n -- • ' ' 1 , , ' ' maQ.Em 8-Z E2 TYR FLOOR CONST. ' 2 z.E m ¢y c 8 m o 1 ec anlca Systems f- (Al m a• H- m E a._ o n � 1 2X4 FRAME AROUND 1 1 1 STAIRCASE FROM FLOOR , ►........ ' ' THE MECHANICAL-HVAC SYSTEMS TO CEILING. TREATED SHOE p i i SHALL BE DESIGNED AND INSTALLED (2)2x6 P.T.SILL PLATE W/MIN. ' ' PLATE AND GYP.WALL BD I , ' ' IN ACCORDANCE WITH PART-V 1 1 1...a..../ 1 _ / 1 INSIDE FACE OF WALL MIN. 1 . MECHANICAL TYPICAL ANCHOR BOLT -R403.1.6 ATTACH RAILINGS.HANDRAILS ' 4■■■■■■■■+ ' ' 1 1 MAXIMUM SPACING: 112"@ 72"O.C. r 34"-38"ABOVE NOSING. � I ; ' 1 1 w ; ; U_ f---- --• urnace EMBEDMENT OF 7"WITH NUT&WASHER. ----, , -1 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT-12"MAX AND 3-112"MIN OFF •• - � � R302.7 UNDER-STAIR PROTECTION - - ENDS OF PLATES. u� 1 1 J _ SHIELD&SILL SEALER TYP. J � ' ENCLOSED SPACE UNDER STAIRS THAT CUD, ' IS ACCESSED BY A DOOR OR ACCESS X ; ; PANEL SHALL HAVE WALLS,UNDER-STAIR 'N aD ' •••------ ........ •••••i i N ' ' SURFACE AND ANY SOFFITS PROTECTED TYP.CONC.FOUNDATIO 1 . - p ON THE ENCLOSED SIDE WITH 1 I 1 1 1/2 INCH GYPSUM BOARD. CO X -- --- co ANCHOR BOLT DETAIL CD (2)ANCHOR BOLTS I ' IN EACH CS-PORTAL SCALE: 1/2"=V-0" co 1 FRAME WALL ABOVE SECTION-SEE UP UNEXCAVATED DETAIL 3 ON PG 2 POST ABOVE ; 4" poured concrete slab ' BLOCK SOLID O with 6x6 10/10 WWM, Lu �/ I . 1 1 ,..... -------------------------- -------------------------I i P.. 1 on compacted ~ _____________________ ______ co granular fill. Pitch slab N z CODE COMPLIANCE STATEMENTS: . . + " o 2X8 DECK LEDGER . I /a /ft to garage doors. , N SEE DET. ON DWG 2 ' ' .... ; 0 R302.13; FIRE PROTECTION OF FLOORS: DECK LATERAL HOEDOWNS U N ; •- =N w LLI 1. The windows selected for this project shall meet StMPSON DTT1Z w/(6)SD#9 Y -C 0 0 0 0Cn the egress requirements of R310. EXCEPTION: #3. x 1-112°ONE WITHIN (� = o� - -J g q 24"OF EACH END AND TWO � w � � """"-""-""""- , ; (2)ANCHOR BOLTS _' � � J > Q 2. All windows shall meet Section R308 Glazingand SPACED EQUALLY ALONG DECK p 2X8 DECK LEDGER N EACH CS-PORTAL O (A SEE DET. ON DWG 2 ' ' FRAME WALLABOVE N ; ; R308.4 Hazardous locations. 1. THE AGGREGATE AREA OF THE REFER TO DETAILS ON DWG-2 ►� X SECTION-SEE UNPROTECTED PORTIONS DOES NOT N - 2-2x8 treat d deck girder , DETAIL 3 ON PG 2 . 1 3. Windows were required shall meet the Wlndow Fall EXCEED 80 SQ FT PER STORY g ' 8 251-31' protection requirement R312.2. 4. Bathroom windows shall meet the hazardous 2. FIREBLOCKING IN ACCORDANCE WITH glazing requirements as per R308.4 ~ SECTION R302.11.1 IS INSTALLED ALONG ------ 5. Stairs, landings, railings & guards shall comply THE PERIMETER OF THE UNPROTECTED 21'-9" with R311 & PORTION TO SEPARATE THE UNPROTECTED 6. Outside lighting ng s shall comply with RE 3803.3 co drop top of concrete 7. StairwayIllumination shat) comply with R303.67 PORTION FROM THE REMAINDER 1 1 1 1 1 p Y (D co as required for garage and R303.8 OF THE FLOOR ASSEMBLY. .1 doors 8. Fireblocking shall comply with R302.11 thru R302.11.2 W 9. Draftstopping shall conform to R302.12 thru R302.12.1 •------------------- ........................................ ----...... 1 10. Flame spread and smoke-developed index for walls TYPICAL ANCHOR BOLT - R403.1.6 ' ' ' l 1 l J ,-•, MAXIMUM SPACING: 1/2" 72" O.C. • ... ----------------------------------------------------------------------- ---- �`I,..// and ceilings shall compy with R302.9 thru R302.9.4 (2)ANCHOR BOLTS w ; 0 EMBEDMENT OF 7" WITH NUT & WASHER. IN EACH CS-PORTAL - r � 11. Flame spread and smoke-developed index for FRAME WALL ABOVE 2)ANCHOR BOLTS r insulation shall compy with R302.10 thru R302.10.5 2 BOLTS PER PLATE AND HOLD AT LEAST SECTION-SEE IN EACH CS PORTAL F-0, F--'I d ..-, M 11. Recessed lighting fixtures rated for ONE BOLT- 12" MAX AND 3-1/2" MIN OFF FRAME WALL ABOVE �/ �n DETAIL 3 ON PG 2 g g 1 11 1 +' SECTION-SEE � ENDS OF PLATES. 2'-10 9-0 2-11 9-0 2-10 DETAIL 3 ON PG 2 U :C bA 00 '0 membrane penetration shall meet ASTM E119 '� P4 o and Flre Stopping as per ASTM E814 or UL 1479 12. Exterior Decks shall comply with R507. TYPICAL FOUNDATION 81-51/2" 26-7 � x N " 13'-3'/z" 1 11 IN ACCORDANCE WITH CHAPTER 401 TABLE R404.1.2(8): 48'-4" O 8" CAST-IN-PLACE WALL WITH U HORIZONTAL REBAR PER TABLE �- - R404.1.2(1) OR SEE DWG-1 NOTE #6. FOUNDATION PLAN O Smoke Detector ,5� rD A �y ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE � 11 co Carbon Monoxide Detector SCALE: 1 /4" _- 1 -O O Refer to DWG-1 General Notes SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND In accordance with Section 915 of the * E TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP A PROVIDE FIRE BLOCKING IN B ACCORDANCE WITH R302.11 2020 IFC R314, R315 of the Residential FOOTINGS IV TO 2H . 5 of THE NYS RESIDENTAIL CODE. 5 code of NYS VID y01 NE` ,, Pre-Fab/ Factory Built Fireplaces R312.2 WINDOW FALL PROTECTION NOTE: In accordance with chapter WINDOWS, EXTERIOR FRENCH & SLIDING DRS GUARD RAIL NOTE: 10, factory-built fireplace inserts shall TOP OF THE WINDOW SILL SHALL Plans indicates ANDERSEN series 200 Porches,balconies or raised Floor STAIR HANDRAIL NOTE: be UL listed and labeled and shall be BE A MINIMUM OF 24"ABOVE THE FINISHED Model Numbers and shall be In accordance with R609 surfaces located more than 30 Inches Provide Handrail on at least one side installed in accordance with the FLOOR AND GREATER THAN 72"ABOVE THE To be designed & installed as per manufacturers above the floor or grade below shall of each continuous run of treads or flight FINISHED GRADE OR OTHER SURFACES g have a railing not less than 36 inches with FOUR OR MORE RISERS. conditions of the listing. Factory-Built BELOW ON THE EXTERIOR SIDE OF THE specification for 140 ultimate design wind speed In height. Railings shall have Top rails and Handrail Height measured above fireplaces shall be tested in accordance BUILDING. SHALL COMPLY AS FOLLOWS: and Table 301.2(2) 301.2(3) Balusters and Bottom rails that are stair tread nosing,shall not be less than ' NO MORE THAN 4 INCHES APART. 34 inches and not more than 38 inches, with UL 127. Hearths shall be installed in Provide HP LOW-E4 glass; U = .30, SHGC = .29 EXCEPT:the traingular openings formed All Handrails shall be continuous the full accordance with the listing of the R312.2.2 WINDOW OPENING CONTROL DEVICES: EGRESS: by the riser,tread and bottom rail of the length of the stair from a point directly WINDOW OPENING CONTROL DEVICE SHALL Guard rail at the open side of a stairway above the top riser of a Bight to a point Fireplace & in accordance with NYS code COMPLY WITH ASTM F 2000.THE OPENING Shall meet R-310 ( MIN 3049 -ANDERSEN 244 SERIES) are premitted to be of such a size that a directly above the lowest riser of the flight. for Hearths & Hearth extension. 6 inch sphere cannot pass through. Handrails adjacent to a wall shall have a DEVICE AFTER OPERATION TO RELEASE THE space of not be less than 1-1/2 Inches All Fireplace shall be equipped with an DEVICE SHALL ALLOW THE WINDOW TO WINDOW FALL PROTECTION: shall meet R312.2 Open sides of stairs with a total rise of between the wall and the handrail, exterior air supply. Exterior air ducts FULLY OPEN TO MEET THE CLEAR OPENING more than 30 inches above the floor or see code for exceptions. AS REQUIRE TO MEET EGRESS R310.2.1 grade below shall have guards not less shall be UL listed. Factory Built Chimneys than 34 inches in height measured shall be in accordance with chapter [NY]915.3.3 Residential Buildings and Commercial Buildings vertically from the nosing of the treads. 10 Section R1005 Factory Built Chimneys. With an Attached Motor Vehicle Related Occupancy Carbon monoxide detection shall be installed in a central or otherwise approved location in each occupiable space in a commercial building and within 10 feet of the entrance to sleeping areas and sleeping units in residential buildings and commercial buildings that: 1. Have a communicating opening with an attached motor vehicle related occupancy, 2. Share one or more common walls with an attached motor vehicle related occupancy,or 3. Are located one story above or below a motor vehicle related occupancy. W 48'-4" Q 48'-4" '^ 7'-7'/2' 10'-7" 12'-0'/2' 18'-1" (J,� >' ---------------------- W Wood deck with 36"high wood rail .. and steps to grade Q ■� Q (closed risers) Framer to verify centerline of window W ry J over sink with kitchen layout plan by provided O W O 244DH3049-2 244DH2836 TEMP GL 244DH3049-2 244DH3049 pr Owner or builder. 244DH3 50 f — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 244DH3030 96X80 SLG I L 0 244DH3050 Q Lr) ^O W I 2-2x10 2-2x8 2-2x10 (3)1-3/4"x 9-1/4"L 2-2x10 2-2x10 VL 1..1. o 14'-6" 14'-4" o ° 7'-8'/s" 14'-0" 10'-2" I 5'/z" 5'/ 5'/z +)"CDO C e, G\ i 0 I (n �� � ■N a � a � X t o 0 o KITCHEN BEDROOM #3 tr o o ° (o I FLAT CLG LL It I CO I N 9'-0"CLG HT �- @ 8'-0" z g N rJ O O UL LISTED GAS y I \ o W O ,- „ .N I F- PRE-FAB FIREPLACE g o X v v ° 2 1 En Ln W GLASS DOORS& o �° H N N X N Bedroom #2 W o "' I o E LoHEARTH N F- c)o! AS PER RES.IDENTAIL �°. ° I FLAT CLG 9 Z:5 3'_2 I o FAMILY CODE-CHAPTER 10 0 41, rn o cLi c ° r.- @ ° I 4 @ 8'-0" o U 0 N I N O ROOM VENT TO EXTERIOR »- c m o c,XO— L0C O C) !6NNN I oin ij Go 9'-0"CLG HTco � 000o- a y 30 0 m $ Qo� g I 5'-0" " I N cavy » � cL ° yLNo ° r 0c3 N s fan { o ooga o ga��r �A O O v n I S ® M fan ® I N zr'`=gym sm� 3oE CSI ■N N 'n l9 '30'x22"F�O� 2'-8" 2'-4" 2-8" 2'6N I u c o w co o :min'AAc FLAT CLG HALL ■ L ° N M 2 R E � ° o H I iv "ectress�.�� \ \ � w?� o 12-0 � c � N cU a ---- c+� @8-0" �,� oo I CO cE'o �.c Qyr_0cmo � - O v N 2x10 Ridge —{ ih `� FI`v Cn r- 0 m a ° O $ �' �y Z Hc°� u�ica HmEa._oii - - - - - - - - - - - - - - - - -- - ---- - - - - - - - - - — - — - - - - - - - - - - - - - - - - iv r� POST 12"LVL in POST N co .� ?' (2)1-3/4"x 9-1/4"LVL LVL FLUSH 3 LVL 2 2x10- 1 I _ _ _ Cn co I N 2'-8" (2)1-3/4"x 9-1/2"LVL FLUSH - c I M POST - — - — - - —= — - -2'-s" - - - - - X-0" o S /n I 4'-0" VL T-O" 2'-0" co Guardrail / \ 2x10 Ridge 5'/2" °N iv fan M 4'-0" 0 iv \ o N ------- .. 6-0 .N co in o = f-- OPEN 5�_ON 8�_0N WALK-IN�o' c�`o is N ° N =i Q ~_ Cn (I ABTO OVE 5�"6" 6'-5'/z' { ? o �L��m N o CLOS_T ° ° o Cil �p ' - -- - L CD e o - o o *COR — � � ! ■N �0 co � II Ct �� ti r, �� Bedroom #1 N { 4 ' `N 2x6 VENT CLOTHES DRYER �_w BEDROOM #4 r DINING XI LOOST IN ACCORDANCE WITH 'nI W FLAT CLG � ROOMO' FLAT CLG Oen to o I O CHAPTER15-CLOTHES z g @ e'0" ( belpOW - - --- @ 8'-0" - - -� n� 9'-0"CLG HT � 'I � DYERS EXHAUST. z ( N v l INSULATED SOLID -� ''O l � -'O ih STEEL DOOR,OR : ; CV W I cWi FRAME OVER GABL fQ X I 'I 20-MINUTE FIRE RATED DOOR. a 01 coEACH WEATHER STRIPPED o . ■ C'` ' N N `�`� ( N Up W/SELF CLOSING DEVICE, X N N z • WALK-IN �s � 13'-0" 8'-0 . ■ o CA I 13'-0" 7'-10" CLOSET �,!' I b 3'/2' W '� N p d I 3+/'" 3+/�" SGC I (2)1-3/4"x 9-1/2"LVL (3)1-3/4"x11-7/8"LVL FLUSH N i i H (3)1-3/4"x11-7/8"LVL FLUSH T W 2-2x8 1-3/4"x9-1/4"LVL FLUSH un V-8" � I 3 - --------------------------- (2) ---- --- �- ■ _Y I - — - — - — - — - I ................................ i--------------------- ---------` -- J >4-2x6 V 4-2x ' ; POST co - - - - - - - - - - - �-- - - - - - - I - - - - - - - -� in `° POST ■ W to 7- -r - - - - - - 2-2x12 LVL . . LVL iv 244DH3049-2 I 2-2x8 I N u 12'-6'/2" 12'-8" � I 9Q=Sf_�u Jim - I - . ■ N :. .: N L 244 X5050 — I " TJ 10-:12"-FLOOR JOIST a, 16—" OC Rafters -1 ---------------- 2x4C.T. 48"oc ------------- ------ 3-9x10 I . � � GARAGE I ( co I o DWELLING GARAGE ■ ■ ~ SEPARATION IN Unfinished 20d Floor I ACCORDANCE WITH ; I Storage Onl ermacast TABLE R302.6 SEE DWG-1 FOR TABLE 8'-0" 10'-2'r g�_0„ I columns INSULATE WALLS cV + , COMMON WITH LIVING , ■ ■ , , W �N 31/2" 3/z AREA . . .-� I { 25'-8" :5-2x61 �"' W 0 POJ I { 2-2x12 i LVL 2-2x12 E"� Q' .--� 0O H � � L - - - - - - - - - - 9-0 X 8-0 STEEL PANEL 9-0 X 8-0 STEEL PANEL rx M "fl 6'-11'/2" - - - - - - - - I- - - - - - - - - 6'-6'/x" O 244DH3049 , NN N N NW C •� 8-5/2 2'-1 0 9-0 2 11 9-0 21. 10 0 cd 26'-7" 13'-3'/" 8'-9" 26'-3'/2' 48'-4" O 48'-4" �- -_._�.. A 9'-1" PLATE HEIGHT , \yq Aj D RC,,S�� 2ND FLOOR PLAN 1ST FLOOR PLAN B 0 A B O Smoke Detector g window and door � p 5 SCALE: 1/4" = 1'-0" Carbon Monoxide Detector headers:2-2x10 minimum SCALE: 1/4" = 1'-0" AREA SCHEDULE Refer to DWG-1 General Notes unless noted ' co FIRE BLOCKING SHALL BE INSTALLED AREA SCHEDULE In accordance with Section 915 of the ,� -�1.•�s,� 1 NAME AREA IN ACCORDANCE WITH R302.11 r 2020 IFC, R314, R315 of the Residential NAME AREA t�� THRU R302.11.2 AND DRAFTSTOPPING >; SECOND FLOOR AREA 1450.6 sq ft. code of NYS PER R302.12 THRU R302.12.1 GROSS FLOORAREA 1374.2 sq ft. �rg090 SECOND FLOOR AREA 571.2 sq ft. TOP OF RIDGE CONT. RIDGE VENT CONT. RIDGE VENT ASPHALT SHINGLES ASPHALT SHINGLES 12 12 9 D g CONT. RIDGE VENT GUTTERS & LEADERS AS REQUIRED TYPICAL TOP OF PLAT _ _ _ Top of Plate U ® z UU UQ TOP OF SUBF OOR U _ _ _ _ _ _ — — _ To Subfloor TOP O,F PLAT _ _ _ ToD Of_Plate W w U _I R=R ® U) O CD 0 Q OU = CL o'o . ......... . . O-0110' UB TOP OF SUBF OOR � � O To Subfloor .. . . . . . . . 0. r*-- U) TOP OF FOU DATION - - -- - •— - - To f Founclatich LM LOU N C E N - C M o,v Q E ,2 I I I I I I I I I I I I I I 1 I A_=..� E 0 . oaow I co REAR ELEVATION LEFT ELEVATION I I opo o c m c $ , -mc I L J L J I L J .�°�o °1 °-- �' m o a SCALE: 1 /4" — 1 1-011 AND RESCUE ESCAPE I I _ I I I ( I cN o _s m�o g 3 C .r >�m dO I WINDOW WITH WELL I SCALE: 1 /4" — V-011 _ o=-� TOP OFFOOTIN I L8 & zcc�3o C N S D.,Z` C N w U1." y � _ _ v t -- - — — — — — — — — — — — — — — - - - - - - - - - 1� To _Footing rI J LN�oo3�a `- — — — — — — — — — — — —t_ _ _ .r — r= —I — — — — — — — — — — — I— — — — -L _ J- — — — — — a°o r c m c c n — E . o CONT. RIDGE VENT ro c ¢ a c TOP OF ROOF 0 � oE � T 0 cc a_ (D i p � o � ucnm 1- � En—oa CONT. RIDGE VENT 12 12 D 9 g ASPHALT SHINGLES � 12 � 12 ASPHALT SHINGLES 12 EE 12 ui0 F- _ To f Plate N z o 12 12 r; w w 00 ® = 12 } � < 177-1 cy)c� 12 � w co O 00 co �AI[T FSI Topf Subfloor _ _ _ _ To Plate FM N c" O -1 T 1 a � �FM � W-+ 1 sem•. v co\l fir" •►� M V Top dfSubfloor U b c IL To f Foundation c) x • cv LM M1111E3 O IRIGHT ELEVATION I ; ; o I I I I I I I I H��y,,. V-011 I L J I I I I I I I I FRONT ELEVATION SCALE: 1 /4" — SCALE: 1 /4" _ V-011 I I I I I I i t I I � �5 1 1 To fFooting - -I - - - - - i L - - - -I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o o c - - - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - � - � _ + _ _ _ _ _ ,_ _ I_ _ _ _r' , _ _1 _ _ _ _ =L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ - _ � A� f°p1R��Q BRACING METHOD - -- -- -- - ------- - ------- - ® CS-WSP CONTINUOUS SHEATHING BRACED WALL PANEL "03+T"Rms YJ2UdJHITN00� WOOD STRUCTURAL PANEL �;�'J •'-�`=, - DETAIL #1 ON DWG-2 PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-A 1-B 1-C 2-1 2-2 2-A 2-13 IN CS-P F CONTINUOUS SHEATHING TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP GB/CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP \' PORTAL FRAME DETAIL#3,DWG-2 BRACE WALL LINE SPACING(FT) 40.33 21.83 40.33 24.25 24.25 13.83 40.33 40.33 24.25 24.25 JiUor+ \ TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27N N N 27 27 48"127" 3 N 11 2" 24 24 24 24 Tr J311:91JF��C13j i,PgJ 3��•v'70 TA J3.'aa MJF:...3.,"d'J J3:49 NN 3,U aJ+f1(MIS9 10 0,3 ,;,,,,.;,�3549g ac C:3 ® GB GYPSUM BOARD S N-T-9 -- ON3 t NORIONO3ON3 TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 17 10.5 17 11 20 4 9 9 6 6 C3N'c3.2'•'J2+.OPCTNO� C34 A3NE YJtJC> BRACED WALL NOTES: \„ ,; , ,:•.,�, TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c REFER TO DETAILS ON DWG-2 FOR HOLDOWNS,STRAPPING,BRACED WALL DIAGRAMS AND DWG-1 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT 2. ROOF EAVE TO RIDGE HEIGHT 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 11.1 \ `\\ 00 SECTIONS OF WALL WITH NO VERTICAL Jago:a,J:•+v 03::pe�•.�+:•I 3, OR HORIZONTAL OFFSETS. 3:IJ JJ .,032 911 30 V3 Ta 3. WALL HEIGHT i 1 .95 .95 1 1 .9 .9 .9 .9 T:3 3a+JC 3a 332• A HOMO=0143 C HOTIONO3 0143 eT1,43NUSIL103f1 :-'0C 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH 4. NUMBER OF BWL PER DIRECTION 1.3 1.3 1.3 1.3 1.3 1.3 1 1 1 1 y 1 0• r!!iw berlisnriz znnri Csvr bsos,d,oi"AS:lensq n,uleA l� 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 zlonsq is,uhu,fz booty > :���,,:c; 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 5. ADDITIONAL HOEDOWNS W d1rw bnrllserle Bend Bsw beas,d root•Sc 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE r '� b,sod,ndl ts,lJfou,tz SHALL BE OFFSET NOT MORE THAN 4 FEET. 6. GYPSUM BOARD OMITTED film bed1r.90e zond 11sw bemid,ol"AS :O eonelei0 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL zlnnsq Imufou,tz boow THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 7. GYPSUM BOARD FASTENING rilm bsrttsode zond Ilsw boos,d,ol"SE 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH b,sod,ndft lmutor»tz C3J-'e.„ ••-.:,v_��" END OF A BRACED WALL LINE J3:• 3: RESULT REQUIRED BRACED WALL LENGTH(FT) 24.3 15 24.3 17.6 28.6 5.7 8.9 8.9 5.9 5.9 W UJ er11 to epbe aril of boneteml�hosgso zdl 003 nwob•bloH a 140rr1ONO3 0143 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL Q bns,emoo edf of fzezolo Iensq 11sw beos,d :eolveb PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE woM pn ms,l,00ll,o no+fsbnuol odt of I R602.10.2.2 TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) _ NtP.P=dlt,�nm 80tateell',nla P.lI.,Ieni f de volT.or SMI 3,gU01a PER PLAN BRACING LENGTH PROVIDED (FT) 28 17.25 26 29 29.83 8.5 13.7 16 15.6 17.2 e3NIJ JJAW 033ARS AOa eN01TIONO3 OH3 ONIHTA3He eUOUNITH03 HTIW COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y W it a.Linear interpolation shall be permitted W b.The total adjustment factor Is the product of all applicable adjustment factors. h Is ining 4'-0" I 40'-4" 4'-0° c provided ded the bracingustment ramountstted to be 1.0 on adjacent bra eden dwallnlines are based on ant for spacing and nlate umberaced that negllect the intenes rmediate braced wall line. Q Q 1 M � W 7'-1125/32" 4'-5'/" i 4'-011 40'-411 I 4'-011 �AO co f 3: oe W = r m ' N r O n J r N r �...L. JI m 7'-83," �I O U � C) 4,-0 1 „ BWL 1-A I BWL 1-A CS-WSP L ! O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -4 - - - - - ' � ■ _ �a "' rn O CV z cn � I I U1 I , IwC UE@ N2 � N U BWL 2-A o - Ho LNn� O0�- - - - - - - - - - - - - - - - - - - - - - - - - - - - c 1 0 y `O O 8 42 y U c a V rn 0 S O Y,� O w 2 c o m g n o c 3 Olin ° 3 L c c�'3 O I 1 r r o 0 o m o c a v3 m L R GB METHOD c0 = �aA - O•• �t3 TABLE R602.10.4 I I I � In M.G.&� s O O 0 15 7"O.C.AT PANEL EDGES , , , L E, o Q INCLUDING TOP AND o c o y°E ALOTTOM E HORIZONTAL JOINTS LD I ( cBv 5'.2.c Q 7S c m o BLOCKED AND i I O FL- v in m aH m E 2$o n C ?FRAMING CONNECTIONS S AS PER DETAIL 2 ON DWG 2 N N , i I M 1 I 1 r et '�t 3 r01 -------- r I ' - - - 3 CO r r ' I Guardrail BO E 1 or I 0_ , 3 Ca 3 M --------- 131-101/21, I I a I - 0 co w BWL 1-B I BWL 1-B I I O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - ----- -- _ T z o N ' s CD (n o ( N Q I I 1 Lu LL1 BWL 2-B I I �- >- - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - -'- - - - Q w co CS-WSP I I 1 - 2-2x12 I I o I C? Ono I _ M a `14 CS-WSP 3'-9'/." 3'-6'/4" I r h I •--' --------------------- °--------------------------• 1 �I Cn a 1 3 1 13 �y M to 1 1 , ti U 3 1 I 5'-10" N - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - BWL 1-C - - +� v� U 3 1 3 1 1 ' ONTINUOUSLY SHEATHED 4-0" 40' 11 41-011 -4 I 4-0 O tORTAL FRAME.SEE DET 3 , CONTINUOUSLY SHEATHED I , _ o I r 1 1 PORTAL FRAME.SEE DET 3 1 o U � ' ON DWG-2 AND 3 3 ', , , ON DWG-2 AND I FIGURE R602.10.6.4 -i"r FIGURE R602.10.6.4 1 I s~ > en 011 ' � � � �i I 2'-10" 2'-11" I 2'-1011 C5 I4'-0„ I I I D ARc�o U Ile Of „ I 21 18'-711 r 4-0 -9 1 1, I I 41.011 I ; I I I 2ND FLOOR WALL BRACING PLAN, ca 1ST FLOOR WALL BRACING PLAN SCALE: 1/4" = 1'-0" £OF NF��, SCALE: 1/4" = 1'-0" ontinuous Ridge Vent Ridge board TYPICAL ROOF CONSTRUCTION Class AAsphalt Roof Shingles w/ fasteners per manufacturer's specification 12 and NYS Residentail Code 2020. 9 12 Ice &Water barrier as per section R905.1.2 D (Note: Double underlayment is required 9 for Roof slopes between 2 on 12 and 4 on 12) R802.3.2 COLLAR TIES Framing As per plans with 1/2" exterior grade SHALL BE NAILED with 4-10d BOX NAILS IN ACCORDANCE span rated structural plywood Sheathin g, WITH FASTENING SCHEDULE 2x4 CT @ 16" oc Nail to framing in accordance Fastener Schedules & Strapping per detail sheet(s). Flashing per R905.2.8 Jo NT ONNECTIONIST HEEL TYPICAL SOFFIT CONSTRUCTION. SHALL BE NAILED 12" overhangs-typical TOGETHER IN ACCORDANCE WITH TABLE R802.5.1(9) Jl ATTIC 6" Wood fascia & 6" Wood rake boards. A (SEE DWG-1 FOR TABLE) L.i WITH SIMPSON H2AAT EACH Trim in aluminum or use "azek" or equal RAFTER TO STUD. Metal drip edge per R905.2.8.5 W Fully Vented Vinyl Soffits TOP OF PLATE - - - - TYPICAL EXTERIOR WALL Z SOLAR ENERGY SYSTEMS 2x6 Doug-Fir Wood Studs @ 16" oc. W CHAPTER 23 & R324) R-30C BATT 2X8 LEDGER Double top Plate and Single Sole Plate. W INSULATION LAG SCREW TO 1/2" exterior Grade - Span Rated .SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE STUDS @ 16"OC Q > WITH CHAPTER 23 AND THE FIRE CODE OF NYS. SIMPSON SKEWED Continuous Structural OSB Sheathing. 0 HANGER @ EACH Fastened per Fastener schedule. SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. Bedroom #3 CLOS CLOS Bedroom #4 p PANELS SHALL BE LISTED AND LABELED PER UL 1703, 00 RAFTER tyvec House Wrap or equal. W y- 2x6 Rafters 16"oc Vinyl or Wood Siding as per clients selection ��// SOLAR READY ZONE: 2x4 Ceiling Joists 16"oc installed per manuf specs and NYS code. L.L.. IN ACCORDANCE WITH APPENDIX T TOP OF�FLOOR Cont. load path strapping installed in accordance WTHE TOTAL SOLAR-READY ZONE AREA SHALL BE — - - — with drawings. Provide Fire Blocking in accordance Q > Q NOT LESS THAN 300 SQUARE FEET NOT INCLUDING TOP_OF_P ATE_ _ with R302.11 & R302.11.1 and ACCESS OR SET BACK AREAS AS REQUIRED BYUj THE INTERNATIONAL FIRE CODE. Draftstopping per R302.12 & R302.12.1 J ROOF AREA ORIENTATION SHALL BE BETWEEN ENGINEERED VINYL SOFFIT ON, O 110-270 DEGREES OF TRUE NORTH. FLOOR FURRING STRIPS TYPICAL FLOOR CONSTRUCTION CONSTRUCTION DOCUMENTATION JOISTS 3/4" Plywood Span Rated Subfloor, O W ROOF PLAN CERTIFICATE REQUIRED PER T103.10 Glued and Nailed in SCALE: 1/8" = V-0" DINING accordance with the fastener schedule. O U KITCHEN ROOM Floor joists and Bridging as per Code. CL Lo O TYPICAL FOUNDATION CONSTRUCTIONn U) in accordance with chapter 4 TOP OF S BFLOOR 00 3000 psi Air Entrained cast-in-place concrete -- - - wall on cast-in-place Concrete Wall Footing per E o OF_F UND_ATION R403. refer to Foundation Plan for footing ;size & .6r- TOP 000 thickness. Concrete Horizontal and Vertical °'" ` ° ENGINEERED FIRE PROTECTION OF FLOORS: '° '� .. E °� 0, °.. Reinforcement per Chapter 4. & gen note ##6. ° are d FLOOR /2"GYPSUM BOARD ON ENTIRE D JOISTSCEILING ABOVE BASEMENT b Damproofing per R406. 2- 2x6 approved ATTACHED TO THE UNDERSIDE b �` $ w treated Sill Plates, Sill Seal And Termite shield per 0 Cf ° o ° OF THE JOISTS. o a c ° ° y _ o R-30C BATT >; Section R318. Anchor bolts per Foundation Plan ° a° ;7 0, ,D o Continuous Ridge Vent 1 INSULATION and R403.1.6 w 3 r 3 00 ° BASEMENT o o g N�yMEG Bottom of idge board 2 ° y - °- � Footingto tr`_ � N � �'°3w.= b b` INTERIOR WALL FINISH ° Q U °w �a � rm� of be 36" below Provide 1/2" Gypsum Wall Board on ceilings _ ` _ ° ° o R802,3,2 COLLAR TIES Grade Minimum T basement Slab r @= r_` o a SHALL BE NAILED with 4-10d TOP OF FO TING yp' and walls except basement walls & cl s - unless ° N y ° 0 r �; c a; " Z;c c BOX NAILS IN ACCORDANCE — - - — °' °' ° �, _ ¢ N c m o WITH FASTENING SCHEDULE ° noted. Min 1/2 Moisture Resistant Wall Board on c a E.° CO ° $w Ceiling and all walls in Bathrooms (humid areas) y° ° E a ° RAFTER/CEILING JOIST HEEL and 5/8" cement board on walls and ceilings in wet areas. JOINT CONNECTION 2x4 CT @ 16" oc 12 Provide 5/8' Fire Rated gypsum wall Board on walls SHALL BE NAILED and ceiling located as per code, manufacturers SECTION TOGETHER IN ACCORDANCE 12 - A g WITH TABLE R802,5.1(9) 9 requirements and drawings. (SEE DWG-1 FOR TABLE) WITH SIMPSON H2AAT EACH 9 RAFTER TO STUD. SCALE: 1 /4" - V-0" ATTIC R806.3 R-30C BATT MIN. 1"AIR GAP INSULATION BETWN INSULATION AND SHEATHING R302.13; FIRE PROTECTION OF FLOORS: TOP OF PLATE EXCEPTION: 3. 1. THE AGGREGATE AREA OF THE R802.3.2 LAPPED JOIST SHALL BE NAILED with 4-16d UNPROTECTED PORTIONS DOES NOT COMMON NAILS IN ACCORDANCE EXCEED 80 SQ FT PER STORY LLJ WITH TABLE R802.5.1(9) 0 INSULATION SCHEDULE 2. FIREBLOCKING IN ACCORDANCE WITH o Z SECTION R302.11.1 IS INSTALLED ALONG o TIshall comply with Res-Check THE PERIMETER OF THE UNPROTECTED N p Q BEDROOM #2 insulation requirements of 2020 PORTION TO SEPARATE THE UNPROTECTED ti W Residentail code of NYS Cl) W ENGINEERED PORTION FROM THE REMAINDER = W U OF THE FLOOR ASSEMBLY. _5 Q TOP OF SUBFLOOR FLOOR Location R-value Thickness -, cn - - - JOISTS Flat Clg * R-30c 8-1/4" TOP OF PLATE Floor(unheated space) R-30c 8-1/4" ENGINEERED FLOOR JOIST Exterior 2x6 walls R-21 5-1/2" BOARD LAYED ON M WITHAMINIMUM FLANGE air seal walls to pass 3 air changes per hour TOP FLANGE WITHOUT OF 1-1/8"X 2"WIDE. Above grade attic walls R-15 3-1/2" ANY FASTENERS. IN* 3"(R-30)MINERAL WOOL INSULATIOIN All Glazing U = .30 SCGH: .30 LAYED ON TOP FLANGE WITH ® ® R-30C BATTDoors-1than 50°/ glazing U — .4O INSULATION STAY WIRES 24"APART Doors-less an FAMILY INSULATION ° g g — MANUFACTURER:"ROXUL" H oDoor-more than 50% glazing U = .30 SCGH: .30 ROOM 2 CAR R-30C BATT INSULAS PER INSULATION SCHEDULE GARAGE Other Specifications: FIRE PROTECTIVE OPTIONS - z 100% high efficiency lighting (CFOs or LED's) W 5 3 air changes per hour FOR I-JOISTS FLOOR SYTEMS �.,� ENGINEERED . � a r-_ FLOOR - Z All Ener Stara appliances COMPLIANCE WITH:R302.13; FIRE PROTECTION l TOP OF SUBFLOOR JOISTS 9Y pp OF FLOORS: EXCEPTION:#3. U o TOP OF FOUNoariON - - R403.6 Mechanical ventilation shall be provided that W - - I YV.UAKAUL bLA13 meets the requirements of section M1507 H ° UOU PITCH TO DOORS ° ° a AMU �R-30C BATT R403.7 Heatingand coolingequipment shall be7 INSULATION 00 LVL GIRDER sized in accordance with ACOA manual J by a x cv U FIRE PROTECTION OF FLOORS: I certified third party rater. >•, 1/2'GYPSUM BOARD ON ENTIRE > . >� � -<� CEILING ABOVE BASEMENT 00 ATTACHED TO THE UNDERSIDE ° °d OF THE JOISTS. °6ED A&C b� BASEMENT b� b� ��5 J _,G= = SECTION - B TOP OF FOOTING TYR BASEMENT SLAB .�" SCALE: 1 /4" = V-0" PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 OF NE`s OF THE RESIDENTAIL CODE.