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�p` 'Clp• Town of Southold 4/9/2018 . P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39586 Date: 4/9/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 190 Fiddler Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 36.-2-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/10/2017 pursuant to which Building Permit No. 41740 dated 6/16/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED FRONT PORCH, WOOD STOOPS, UNFINISHED BASEMENT AND ATTACHED GARAGE, AS APPLIED FOR The certificate is issued to Zoumas, Ioannis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0049 03-12-2018 ELECTRICAL CERTIFICATE NO. 41740 03-07-2018 PLUMBERS CERTIFICATION DATED 03-20-2018ge Almyroudis w A t red Signature auFwLI( TOWN OF SOUTHOLD BUILDING DEPARTMENT i TOWN CLERK'S OFFICE 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#: 41740 Date: 6/16/2017 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: 190 Fiddler Ln, Greenport SCTM # 473889 Sec/Block/Lot# 36.-2-8 Pursuant to application dated 5/10/2017 and approved by the Building Inspector. To expire on 12/16/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,649.20 CO -NEW DWELLING $50.00 Total: $1,699.20 i Buil In ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. L New Construction: V Old or Pre-existing Building: (check one) Location of Property: 1!�8 6.,4.d lfz 4%, House No. Street Hamlet Owner or Owners of Property: �Mmv , Toa1 ni S Suffolk County Tax Map No 1000, Section �j Block z Lot Subdivision Filed Map. Lot: Permit No. q0 Date of Permit. ' Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted:$ 50 Applicant Signature pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road cn _*w Fax(631)765-9502 P.O.Box 1179 iQ roger.richert(cD-town.southold.ny.us Southold,NY 11971-0959 Q CoUNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Zoumas Address: 190 Fiddler Lane city,Greenport st: New York zip: 11944 Building Permit#: 41740 Section: 36 Block: 2 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA: Yannucci Electric License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only 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 200A Heat GAS Duplec Recpt 41 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 5 Wall Fixtures 12 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 57 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixture Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: 2- Combination Smoke/ CO Detector, 3- Bath Fans, 1- Range Hood, 8- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: March 7, 2018 0-Cert Electrical Compliance Formals } *pF SO!/T�o. to Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD DD MAR 2 3 2018 CERTIFICATION TOWN OFSOUTHOLD Date: hR.ck 20 �20 IS Building Permit No. q I -41yD Owner: 0AAj4)S SAS (Please print) Plumber: (Please rint) I certify that the solder used in the water supply system contains less th 2/10 of 1% lead. (Plumbers Signature) Sworn to beforeme this 09-0 day of M(kIrk , 20 g ALYS' SUSSMA evw-(or . .public.Sta1SU6241892 o6wY. , tion Sololk Gou Notary Public, County � itle�In ;les t+ASY S1. pf SO(/lyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0✓ ►u v✓ or✓ Y �A�2� • DATE Ili INSPECTOR pF SOUTyo H O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. ( ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATIO [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: MMr+i D DATE II INSPECTORWA OOf SOUTyO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA FINAL) 1 RE RKS: LV4 Z(m6m p� vi4.��-e- ." -1 - -;`� o-it-/DATE 714 INSPECTOR pF SOU oyco� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] UGH PLEIG. ( ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN AL) REMARKS: %l' A I/VI &4i4.A-(e,.-,&, W I VAcD DATE IV1,V;K INSPECTOR O pf SO(/Ty06 . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR � Of SOUjyo� 740 • �o 000Ni'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ) ELECTRICAL (FINAL) REMARKS: DATE 3 INSPECTOR pf SOUIyo co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL AID [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR Home, Energy Rating Certificate Property HERS Fiddler Lane Rating Type: Confirmed Certified Energy Rater. Michael Caruso JNS Rating Date: 2018-03-26 Rating Number: MC043 190 Fiddler Lane ZR istry ID: 886819892 Southold, NY 11971 Estimated Annual Energy Cost 4Use MMBtu Cost Percent HERS Inde : 51 a Heating 48.9 $1198 56% General ln rmati Cooling 2.8 $134 6% Condi ' rea 3367 sq. ft. House Type Single-family detached Hot Water 9.4 $237 11% Conditioned Volume 30303 cubic ft. Foundation Conditioned basement Lights/Appliances 27.8 $506 24% Bedrooms 3 Photovoltaics -0.0 $-0 .0% Service Charges $76 4% Mechanical Systems Features Total 88.9 $2150 100% Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 37.00 CFM25. ECCC New York State 2016 Ventilation System Exhaust Only: 117 cfm, 23.2 watts. Fql Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features DD Ceiling Fiat R-49.0 Slab R-10.0 Edge, R-0.0 Under APR - 9 2018 Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.310, SHGC:0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 1228 Clg: 1228 CFM50 T03YN OF SOUTH Foundation Walls R-14.0 Met o Blower door test Michael Caruso /22g x lac, 30 �o 3�Gtk So Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Percent Interior Lighting 100.00 Range/Oven Fuel Propane Bohemia NY 11716 Percent Garage Lighting 100.00 Clothes Dryer Fuel Propane631-242-2627 Refrigerator(kWh/yr) 665 Clothes Dryer CEF 2.32 q` v Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 1 �,/� - Certified Energy Rater: I%"&" REtiVRafe_,Residential,EnergyArialy3is:arid RatingJSoftwaee.'v15;4t1 This information does not constitute any warranty of energy cost or savings. ®1985-2017 Noresco, Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. I Home Energy Rating Certificate Property HERS Fiddler Lane Rating Type: Confirmed Certified Energy Rater: Michael Caruso JNS Rating Date: 2018-03-26 Rating Number: MC043 190 Fiddler Lane Registry ID: 886819892 Southold, NY 11971 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 51 Heating 48.9 $1198 56% General Information Cooling 2.8 $134 6% Conditioned Area 3367 sq. ft. House Type Single-family detached Hot Water 9.4 $237 11% Conditioned Volume 30303 cubic ft. Foundation Conditioned basement Lights/Appliances 27.8 $506 24% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $76 4% Mechanical Systems Features Total 88.9 $2150 100% Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 37.00 CFM25. ECCC New York State 2016 Ventilation System Exhaust Only: 117 cfm, 23.2 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-49.0 Slab R-10.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 1228 Clg: 1228 CFM50 Foundation Walls R-14.0 Method Blower door test Michael Caruso Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Percent Interior Lighting 100.00 Range/Oven Fuel Propane Bohemia NY 11716 Percent Garage Lighting 100.00 Clothes Dryer Fuel Propane 631-242-2627 Refrigerator (kWh/yr) 665 Clothes Dryer CEF 2.32 Fax# Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2018 Combustion Safety Testing Form Certified Home Address: 190 Fiddler Lane City: Southold Builder Name: JNS Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 03-26-2018 Outdoors Temp During Test: 40 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 D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other❑ Efficiency t Fuel Tvpe z Venting Type1 s Dra Spillage- Sip!lade CO .CO' - .. _(Circle T e ' Paseal (Worst Case atural _ orst Case). . - a[urol . Rat;n�:92.0 N❑P❑_✓ ODE N❑N❑MgS�✓ N/A Pa Pass ✓❑Fail❑ PasSOFaiI❑ NSA PPM N/A PPM Yes ❑✓ Tie: Standard Tank❑Indirect ✓ Tmldess ❑ Size: Style Common Vent Water Heater Primary: No Instantaneous ommercial�SeeNote5belaw (Gallons)_ � � 1._Ll ) ) ' Stand Alone Fuel Tyne E tcienc- s z Ventiniz1yiie 3 Drat Sip lldee Spillage(Natural) GO CO ._ - - (circle Type)- . „ (Pascal) (Worse Case) (Worse Case) , (Natuidf), , EF: 0.95 NO P-0 O❑E❑ N❑MOSQ N/A Pa. Pass❑✓ Fail❑ PassgFailFl N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 9 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 Z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =NaturaUAtmospheric V =NaturaUAtmospheric 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 Caruso Rater Number: 7960376 Rater Signature: < O- - Date: 2C' Energy Testing Services 2018 Combustion Safety Testing Form Certified Home Address: 190 Fiddler Lane City: Southold Builder Name: JNS 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: 03-26-2018 Outdoors Temp During Test: 40 °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❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace I v l Boiler❑Heat Pumper Other❑ E tcienc Fuel TV a Ventirip Type 3 Drat Sip llag Sip[[erre CO CO (Circle.T j e) Pascol _., (Worst,Case) __ (Natural), (Worst Case) _ atural Rating:92.0 N❑POO❑E❑ N❑N❑MES_✓ NSA Pa. Pass❑✓ Fail❑_ Pass✓❑_Fail❑ N/APPM NIA PPM Yes ❑✓ Tie: Standard Tank❑Indirect ✓ Tankless ❑ Size: Style Common Vent Water Heater Primary: Non Instantaneous[]Commercial (SeeNoteSbelaw) (Gallons) 4 Stand Alone V_enting-Type - Da Spi[[n Spillage _ _(Na_tural). CO Efficiency'. Fuel TvDr (Circle TYe) Pascal , _ (Worse•Case) (Worse Case), ' (Naiurdl) -, EF: 0.95 N❑P❑✓ OaE❑ N❑M❑S0 N/A Pa. PassOFail❑ PassDFail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO 9 PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is 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. 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 Caruso Rater Number: 7960376 Rater Signature: � a Date: y4wzfes_ Home Energy Rating certificate Property HERS Fiddler Lane Rating Type: Confirmed Certified Energy Rater: Michael Caruso JNS Rating Date: 2018-03-26 Rating Number: MC043 190 Fiddler Lane Registry ID: 886819892 Southold, NY 11971 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 51 Heating 48.9 $1198 56% General information Cooling 2.8 $134 6% Conditioned Area 3367 sq. ft. House Type Single-family detached Hot Water 9.4 $237 11% Conditioned Volume 30303 cubic ft. Foundation Conditioned basement Lights/Appliances 27.8 $506 24% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $76 4% Mechanical Systems Features Total 88.9 $2150 100% Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Crlterla Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 37.00 CFM25. ECCC New York State 2016 Ventilation System Exhaust Only: 117 cfm, 23.2 watts. Programmable Thermostat Heat=Yes; Cool=Yes p [Ec[-7 Budding Shell Features D Ceiling Flat R-49.0 Slab R-10.0 Edge, R-0.0 Under MAR 2 9 2018 Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 1228 Clg: 1228 CFM50 F- -jLVwN OF SOUMOLD] Foundation Walls R-14.0 Method Blower door test Michael Caruso Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Percent Interior Lighting 100.00 Range/Oven Fuel Propane Bohemia NY 11716 Percent Garage Lighting 100.00 Clothes Dryer Fuel Propane 631-242-2627 Refrigerator (kWh/yr) 665 Clothes Dryer CEF 2.32 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. .ter Energy Testing Services 2018 Combustion Safety Testing Form Certified Home Address: 190 Fiddler Lane City: Southold Builder Name: JNS Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 03-26-2018 Outdoors Temp During Test: 40 °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 D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace Q Boiler❑Heat Pumper Other❑ Erficiehcy Fuel TyAe-z Ventitie Type 3-, Dia t. S iSa llaee Sip Ilape CO CO (Circle T e) Pascal (Worst Case) dtural orst Case) (Natural) Ratin :92.0 N❑P❑✓_O❑E❑ N❑l❑ME S_✓ N/A Pa. Pass ✓❑Fail❑_ PassRIFail❑ N/A PPM N/A PPM Water Heater Primary: Yes ❑✓ Tie: Standard-tank❑Indirect ✓ Tan Jess ❑ Size: Style Common Vent El No .Q Instantaneous�ommercial (See Note5below) (Gallons) ° Stand Alone s z V_entine:Tvne 3 Drd t Sip llaee; S_nillape.(Natural) CO CO Efficiency Fuel Tvne -_ '(Circle Type)- - (Pascal) ,' _(Worse Case), - - -` - - - ) (Worse Case) (Naturdq EF: 0 95 N_0 P_0 O❑E•❑ N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ PassOFail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO 9 PPM Ambient CO(During Oven CO Testing) 0 PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump,COP if heat pump is geothermal z 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) 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 Caruso Rater Number: 7960376 Date: 5 Rater Signature: ,�,� G-«� �(G Energy Testing Services 2018 Combustion Safety Testing Form Certified Home Address: 190 Fiddler Lane City: Southold Builder Name: JNS 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: 03-26-2018 Outdoors Temp During Test: 40 °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❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace Q Boiler❑Heat Pumper Other❑ S�iNape SpNap co, O Efficiency Fuel.'Typ ' VettinpTvbe Dat - eiCcue) atural)Crcle T�e _Pascdl (Wo.rs (Worst.Case) . . atural _ Ratin :92 0 N❑P❑✓ O❑E❑ N❑N❑M❑S_ NSA Pa. Pass ✓❑FailEJ Pass✓_❑Fail❑ NSA PPM N/A PPM Water Heater Primary: Yes ❑✓ Tie: Standard Tank❑Indirect ✓ Tankless ❑ Size: Style Common Vent a ❑ No Instantaneous Elcommercial (See Not,5below) (Gallons) Stand Alone s z Vetitinp Type' Drat Spillage Spillane(Natural) CO CO E tcien Fuel Tvbe. Oic-le'T p e Pascal orse Case orse Case. atural EF: 0.95 N❑PJZ O❑E❑ N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ PassoFail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO 9 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 Z 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. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 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 Caruso Rater Number: 7960376 Rater Signature: Date: JNS 190 Fiddler Lane Greenport HVAC Load Calculations for JNS Contracting P.o.box 385 Wading River N.Y 11947 ENERGY ERVIC .LLC 8�as�aana Prepared By- Robert B Delfino Energy Testing Services LLC 1648-A Locust Ave Bohemia N Y 11716 631-244-2627 Tuesday,April 3, 2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue A.Bohemia.NY 11716 lu Paae 2 Pro'ect Report General Pro'ect-Information Project Title: JNS 190 Fiddler Lane Greenport Project Date: 03-26-18 Client Name: JNS Contracting Client Address. P.o.box 385 Client City: Wading River NY 11947 Client Phone: 631-929-5500 Company Name: Energy Testing Services LLC Company Representative- Robert B Delfino Company Address: 1648-A Locust Ave Company City: Bohemia N.Y.11716 Company Phone: 631-244-2627 Company Fax: 631-244-2629 Company E-Mail Address: r.b.delfino@energytestingservices.com _De.si n Data Reference City- Suffolk County, New York Building Orientation. Front door faces West Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0 998 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Rel.Hum $eLHum y Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check-Ei ure.s Total Building Supply CFM: 820 CFM Per Square ft.: 0.216 Square ft. of Room Area: 3,792 Square ft. Per Ton: 1,836 Volume(ft'): 28,019 -Buildin Loads_ Total Heating Required Including Ventilation Air 55,865 Btuh 55.865 MBH Total Sensible Gain: 18,112 Btuh 78 % Total Latent Gain: 5,119 Btuh 22 % Total Cooling Required Including Ventilation Air: 23,231 Btuh 1 94 Tons(Based On Sensible + Latent) 2.06 Tons(Based On 75% Sensible Capacity) (and Elev. Derating. Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Iric. Enerqv Testinq Services LLC AS 190 Fiddler Lane Greenport 1648 Los Avenue Suite A Bohemia,NY 11716 P ' e3 Miscellaneous Report System 1 1 System 1 Stfl 1 Zone Outdoor Outdoor Outdoor Indoor Indoor Grains In ut_Data -D.-Bulb_ Wet-Bulb _ _.Rel.Hum Rel.Hum D.._Bulb__Difference_ Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 2System 2ndfl 2 Zone Outdoor Outdoor Outdoor Indoor Indoor Grains -In .ut_D.ata _--D-_Bulb Wet..Bulb Rel.Hum. ._Rel.Hum D._ B.ulb—Difference- Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizin -I❑ uts Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 000300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 8 in. 4 in Maximum Height: 8 in. 8 in Outside-Air_Data Winter $ummSi Infiltration Specified: 0.130 AC/hr 0 070 AC/hr --- ----- -- — ----- --- ---— 61 CFM --- - 33_CFM Infiltration Actual: 0.064 AC/hr 0.000 AC/hr Above Grade Volume: X_28019 Cu.ft. X 28,019 Cu.ft. 1,783 Cu.ft./hr 0 Cu ft./hr X 0-0167 X 0.0167 Total Building Infiltration: 30 CFM 0 CFM Total Building Ventilation* 150 CFM 150 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0 998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified- 0.130 AC/hr(39 CFM), Construction: Tight Summer Infiltration Specified: 0.070 AC/hr(21 CFM), Construction- Tight ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 8 78 = (1 10 X 0.998 X 8.00 Summer Temp Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0 68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(22 CFM), Construction, Tight Summer Infiltration Specified: 0.070 AC/hr(12 CFM), Construction: Tight Du.ct_Loa.d-Eactor S.cenarios_for S. stem 1 Attic Duct Duct Surface From I-No,.—T-v.pe—D.e,s—crip,ti.on—Lo.cation C.eili❑ Leaka a Insulation Area __MDQ 1 Supply Main Basement - 012 6 462 No 1 Return Main Basement - 0.24 6 86 No C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3*45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue ABohemia,NY111 Page 4 Load Preview Report Net Rec ft.:: Se Lai NeSe Ht CI Ac S Sys Sys Duc Scope To To /To Are Gai Gai Gai Loss CFM CFM CFM Siz - --- --- --- - --- I---�--- 1- -�- -- '-- -- -1---5 8 Building _ _ 1.94 _2.06 1,836 3,792 18,112 5,119 _23,231 765 820 _ 55,865 594 System 1 1 System 1 Stfl 1 Zone 1 16 119 2,235 2,670_ 5 10,280 3,584 13,864 43,16 -493 ___43__8 493 1Sc ------ -- ----- Ventilation 658 1,535 2,194 4,938 Supply Duct Latent 8121 812 Return Duct 1 336 336 _ 383i Zone 1 2,670 9,622 9001 -10,522-37,844 493 438 _ 493 12x_ 1-Basement 965 586 0 586 27,909;- 363 27 363 4-- --- - - - - - - - -- - - - --- - -- --- -- - --j --- 2-Kitchen/Breakfast 360 4,971 900 5,8711 1,790' 23 226 23 1_ 3-Dininq Room _ - --- --- - - - - 254 -1,553 0 1,553 1,483' 19 71 19 1-4 4-Livinq Room 265 1,080 0 1,080 2,340: 30 49 30 1 5-Mudroom 644 895 0 895 1,7131 22 41 22 1 6-Bath 1 52 294 0 294 1,05& 14 13 14 1 7-1ower Foyer 130 242+ 0 242 1,552 : 20 11 20 1- System 2 2System 2ndfl 2 Zone I 0.78 0.8 71,289 1,122 7,832 1,535 9,368 12,700 101 327 327 WVentilation 658 1,535 2,194 4,938 Zone 1-�--- - - ---_ ----- -- ----�-- --__-_------1,122---7,174-•---0-_-_7,174 7,762 101 327 327 8x 8-Master Bath - - - - - -- ------ - - 162 4901 0 490 1,931 --25 22- 22- -1-4 ----------- - - - - ----- ---- ----- -- --- -- -f---- 9-MasterBedroom _ - _ 256_ 1,7_24 0 1,724 1,482 19 79 79 1-_ - - ----- - ---- 10-Bedroom 2 167 1,925- --0 1,925- 989 13 = 88 --88-- 1- - -- ------- 11-Bedroom 3 167 1,993 0 1,993 1,480 19 91 91 1-- ------ ------ ---------- ---------------- ------ -- -------- --- - -- ---- - -- --- 12-Bath 2 - - -- -- - - -------._-.__- _- 82 - 481- 0- 481 633 8 22 22- 1 13-Upper Foyer 288 561 0 561 1,247 16 26 26 1-4 C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3.45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC AS 190 Fiddler Lane Greenport 1648 Locust Avenue Suite A.Bohemia,NY 11716 Page Duct Size Preview Room or Source Minimu Maximu Rough Desig SP Duct Duct Htg Clg Act. Duct Duct Name Veloci Velocit Facto L/10 Loss Velociq Lengt FI w FI w FI w Size System 1 -- Zone 1 1-Basement _Built-In 450 7_50 0.01 -_ 0.1 462.6 363 2_7 363_ 4-6 2-Kitchen/Breakfast Built-In- ----450-- - 750- -0.01 0.1 267 23 _ 226- 23 1- --_3-Dining Room ---_-- __-__---_--_---_--_ _Built-in ---_450__---_ 750 _0.01-_-- 0.1 _ 221.2 --- --_ 19----71 _-19---1-- 4-Livinq Room - - Built-In 450 - 750 0.01 0.1 - 349.11 30 49 30 1- 5-Mudroom Built-In 450 750 001 0.1 255.5 22 41 22 1-4 -------------- --------- 6-Bath 1 Built-In 450 750 0.01 0.1 157.8 14 _-13 -14_ 1- 7-Lower Foyer Built-In 450 750 0.01 0.1 231.5 20 11-_20 1- Other Ducts in System 1 _ _ - Supply-Main Trunk Built-In 650 _ 900 -0 003 01 - - 739 _493 438 493_ 12x System 2 --- - --- ------ ---�-- --- --- _Supply_Runouts------ ----------- --- --- -- - --- -- -- - ---- --- ---- Zone 1 _ 8-Master Bath - '----- ----_-------- Built-In- ----_-450-_---750 - 0.01 0.1---- -_- 255.9----- --- 25 22 � 22 ._,_- ----- --- - - -- ----- ----- ----------- -- -- - - ------ - 25 - -- - ---- ---- ------- 9-Master Bedroom Built-In 450 750 _0.01 0.1 _576.1 19_ 7979- 1__ -.--10-Bedroom2 - - ------ - - Built-In- ------450.- 750- 0.01--0.1--_--^- 643.3- ---- -__13 88 88 1-- -11-Bedroom 3Built-In -450 -_ 750 0.01 - 0.1 -- 462.5 - _19 91 91 - 1- 12-Bath2 - Built-In 450 750 0.01- 0.1 2_51.2 _ 8 22 22 1- 13-Upper Foyer - --_ I Built-In 450 750 0.01 0.1 292.9 16 26 26 1Other Ducts in System 2 - - _-- --- - _--�-_--- -- .__�. Supply Main Trunk Built-In 650 900 0.003. 01 735.5 1011 327 327 8x Summary System 1 _ Heatinq Flow: -- 493 - ----- ---------- ------------------- - ------ ---------- Cooling Flower 438- System 2 Heatinq Flow: 101 Coolinq Flow: 327 C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018,3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLCAS 190 Fiddler Lane Greenport 1648 Locust Avenue i A.Bohemia,NY 11716 IV Pae Total Building Summary Loads Component Area Sen Lat Sen Total -Description- _ Quan Loss Gain Gain Gain 3A-b-o. Glazing-Double pane low-e(e=0.40),operable 217.1 4,038 0 5,358 5,358 window, metal frame with break, u-value 0.31, SHGC 0.3 11 P: Door-Metal -Polyurethane Core 58 1,009 0 319 319 R-14 2"Closed Cell:Wall-Basement, Custom, R-14 2" 578.4 24,640 0 0 0 Closed Cell Spray Foam 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2098.2 8,184 0 1,132 1,132 cavity, no board insulation, siding finish, wood studs Flats-R49 FG Batt: Roof/Ceiling-Under Attic with 1122 1,345 0 740 740 Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R49 insulation Flats R-38 with R-II Cross hatch Subtotals for structure: 39,216 0 7,549 7,549 People: 0 0 0 0 Equipment: 900 7,828 8,728 Lighting: 0 0 0 Ductwork: 4,816 1,148 1,091 2,240 Infiltration- Winter CFM- 30, Summer CFM: 0 1,957 0 0 0 Ventilation:Winter CFM: 150, Summer CFM: 150 9,876 3,070 1,317 4,387 Exhaust: Winter CFM: 100, Summer CFM: 100 AED Excursion: 0 0 327 327 Total Building Load Totals: 55,865 5,119 18,112 23,231 Check Fi ures Total Building Supply CFM: 820 CFM Per Square ft.: 0.216 Square ft. of Room Area: 3,792 Square ft. Per Ton: 1,836 Volume(ft'): 28,019 _B.uildin Loads Total Heating Required Including Ventilation Air: 55,865 Btuh 55.865 MBH Total Sensible Gain: 18,112 Btuh 78 % Total Latent Gain: 5,119 Btuh 22 % Total Cooling Required Including Ventilation Air: 23,231 Btuh 1.94 Tons(Based On Sensible + Latent) 2.06 Tons(Based On 75% Sensible Capacity) (and Elev. Derating. Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3.45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue Sude A.Bohemia NY 11716 Page 7 Buildinq Pie Chart Roof 2% Ventilation 18% Infiltration 4% Ductwork 9% Wall 59% Door 2% Glass 7% Roof 3% AED Excursion 1% Wall 5% Ventilation 19% Glass 23% Ductwork 10% Door 1% Equipment 38% C:\Users\Robert\Documents\JNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue Bohemia NY III Page 8 Manual S Performance Data - System 1 - 1 System 1 Stfl 1 Zone Outdoor Dry Bulb: 83 Sensible Gain: 10,280 Outdoor Wet Bulb: 71 Latent Gain: 3,584 Indoor Dry Bulb: 75 Total Gain: 13,864 Indoor RH: 50 Load SHR: 0.74 Elevation: 67 Supply Airflow: 493 Latitude: 40 Entering Dry Bulb: 76.2 Altitude Factor: 1 Entering Wet Bulb: 63.9 Equipment Performance Data at,System Design Conditions Standard Air Conditioner Model: 24ACC618A*030*+FX4DNF019L, Nominal Capacity: 18,000 IMF t EDB Total Power 76 2 °F EWB Air Flow 0D13 Capacity Input F °F CFM T MBtuh kW Sensible S/T Capacity MBtuh 75 18.14 1.18 0.673 12. 525 85 16.37 1.47 0.701 11.4 63 75 18.55 1.2 0.702 13.0 600 85 17.64 1.34 0.717 12.6 75 19.59 1.18 0.648 12.6 525 67 85 18.66 1.32 0.66 12.3 75 19.99 1.2 0.678 13.5 600 85 19.03 1.35 0.693 13.1 Interpolation Results: Percent Load of Load Sensible Capacity: 12,142 10,280 118% Latent Capacity: 5,371 3,584 150% Total Capacity: 17,513 13,864 126% Power Input: 1.36 This system's equipment was selected in accordance with ACCA Manual S. C:\Users\Robert\Documents\JNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads to Software Development,Inc. Energy Testinq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue Suite A.Bohemia.NY 11716 Page 9 Manual S Performance Data - System 2 - 2System 2ndfl 2 Zone Outdoor Dry Bulb: 83 Sensible Gain: 7,832 Outdoor Wet Bulb: 71 Latent Gain: 1,535 Indoor Dry Bulb: 75 Total Gain: 9,368 Indoor RH: 50 Load SHR: 0.84 Elevation: 67 Supply Airflow: 327 Latitude: 40 Entering Dry Bulb: (Error) Altitude Factor: 1 Entering Wet Bulb: (Error) Standard Air Conditioner Model: 24ACC618A"030'+FX4DNF019L, Nominal Capacity: 18,000 Interpolation Results: Percent Load of Load Sensible Capacity: 0 7,832 0% Latent Capacity: 0 1,535 0% Total Capacity: 0 9,368 0% This system's equipment was selected in accordance with ACCA Manual S. C:\Users\Robert\Documents\JNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue Suite A Bohemia NY 11716 __. Page 10 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 7,000 6,000 5,000 4,000 r m c m Z 3,000 2,000 1,000 0 t Basement(0%) Ml--- Kitchen/Breakfast(9%) —�— Dining Room(82%) �— Living Room(71%) —+K— Mudroom(0%) f— Bath 1 (63%) �— Lower Foyer(0%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. C:\Users\Robert\Documents\JNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testmq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue Suite A Bohemia NY 11716 Pae 11 S stem 2 - Hourly Room Net Gain - System 2 Hourly Room Net Gain 2,300 2,200 2,100 2,000 1,900 1,800 1,700 1,600 1,500 1,400 r 1,300 m c 1,200 c7 1,100 z 1,000 900 800 700 600 500 400 300 200 100 —♦— Master Bath(42%) �— Master Bedroom(12%) Bedroom 2(40%) �— Bedroom 3(39%) Bath 2(80%) ---f— Upper Foyer(48%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. C:\Users\Robert\Documents\JNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018,3:45 PM Rhvac-Residential&Light Commercial HVAC Loads _90Elite Software Development,Inc. Enerqv Testinq Services LLC WrAS 190 Fiddler Lane Greenport 1648 Locust Avenue ' A Bohemia,NY 11716 Paue 12 Detailed Room Loads - Room 1 - Basement (Average Load Procedure General Calculation Mode, Htg. &clg. Occurrences: 1 Room Length: n/a System Number* 1 Room Width: n/a Zone Number: 1 Area: 965.0 sq.ft. Supply Air: 363 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.8 AC/hr Volume: 7,720 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 55 CFM Runout Air: 91 CFM Percent of Supply.- 15 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 463 ft./min. Percent of Supply: 1 % Runout Air Velocity: 463 ft./min. Actual Winter Infil.: 0 CFM Actual Loss. 0.118 in.wg./100 ft. Actual Summer Infil.: 0 CFM Area -U- Htg Sen Clg Lat Sen D.escn'tion - ----..---Quantity ---.Value---,_ HIM Loss HTM Gain Gain N-Wall-R-14 2"Closed Cell 28.8 X 230.4 0.710 42.6 9,815 0.0 0 0 8 W-Wall-R-14 2"Closed Cell 43.5 X 348 0 710 42.6 14,825 0.0 0 0 8 Subtotals for Structure: 24,640 0 0 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 3,269 67 AED Excursion- 20 Equipment: 0 500 Room Totals: 27,909 0 586 C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue i A Bohemia,NY 11716 Page 1 Detailed Room Loads - Room 2 - Kitchen/Breakfast (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 360.0 sq.ft. Supply Air: 23 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.4 AC/hr Volume: 3,240 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 23 CFM Percent of Supply.: 15 % Runout Duct Size: 4 in. Actual Summer Vent.: 39 CFM Runout Air Velocity: 267 ft./min. Percent of Supply: 166 % Runout Air Velocity: 267 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.071 in.wg./100 ft. Actual Summer Infil.: 0 CFM Area. -U- Htg Sen Clg Lat Sen De n"'p tion ` Quanti Value HTM Loss. HTM Gain-Gain - E-Wall-12F-Osw 20.7 X 9 169.5 0.065 3.9 661 0.5 0 91 N-Wall-12F-Osw 3 X 9 27 0.065 3.9 105 0.5 0 15 N-Wall-12F-Osw 3 X 9 27 0.065 3.9 105 0.5 0 15 E-GIs-3A-b-o shgc-0 3 0%S 16.8 0.310 18.6 312 30.8 0 517 Subtotals for Structure: 1,183 0 638 Infil.: Win.: 6.0, Sum.: 0.0 240 1 652 397 0.000 0 0 Ductwork: 210 564 AED Excursion: 169 Equipment: 900 3,600 Room Totals: 1,790 900 4,971 C:\Users\Robert\DocumentsWNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018,3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLCJNS 190 Fiddler Lane Greenport 1648 Locust Avenue A.Bohemia.NY 11716 �J�' Page 14 Detailed Room Loads - Room 3 - Dining Room (Average Load Procedure Calculation Mode. Htg. &clg Occurrences: 1 Room Length. n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 254.0 sq.ft. Supply Air: 19 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 0.5 AC/hr Volume 2,286 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 19 CFM Percent of Supply.: 15 % Runout Duct Size: 4 in. Actual Summer Vent.: 12 CFM Runout Air Velocity: 221 ft./min. Percent of Supply: 63 % Runout Air Velocity- 221 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.050 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item '' ' + *y Area -U- Htg Sen Clg Lat Sen ; D'escri tionQuanti Value' HT_M Loss H_ M Gain Gain NE-Wall-12F-Osw 3 X 9 27 0 065 3.9 105 05 0 15 E-Wall-12F-Osw 8 X 9 30.5 0 065 3.9 119 0.5 0 16 SE-Wall-12F-Osw 3 X 9 27 0.065 3.9 105 0.5 0 15 E-GIs-3A-b-o shgc-0.3 0%S 41.5 0.310 18.6 772 30.8 0 1,278 Subtotals for Structure: 1,101 0 1,324 Infil.:Win.: 3.2, Sum.: 0.0 126 1.651 208 0.000 0 0 Ductwork: 174 176 AED Excursion: 53 Room Totals: 1,483 0 1,553 C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3.45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC 1WAS 190 Fiddler Lane Greenport 1648 Locust Avenue A Bohemia,NY 11716 Page 1 Detailed Room Loads - Room 4 - Living Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number* 1 Room Width: n/a Zone Number: 1 Area: 265.0 sq.ft. Supply Air: 30 CFM Ceiling Height: 90 ft. Supply Air Changes. 0.8 AC/hr Volume: 2,385 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.. 5 CFM Runout Air: 30 CFM Percent of Supply.: 15 % Runout Duct Size- 4 in Actual Summer Vent. 8 CFM Runout Air Velocity: 349 ft./min. Percent of Supply: 28 % Runout Air Velocity: 349 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.120 in.wg./100 ft. Actual Summer Infil.: 0 CFM lifem '° 's;:•, Area -U,- Htg Sen Clg Lat Sen D'e''scri tion " ' Quanti Value HTM Loss HTM Gain Gain E-Wall-1 2F-Osw 15 X 9 110 0.065 39 429 0.5 0 59 S-Wall-12F-Osw 19 X 9 171 0.065 3.9 667 0.5 0 92 E-GIs-3A-b-o shgc-0.3 0%S 25 0.310 18.6 465 30.8 0 770 Subtotals for Structure. 1,561 0 921 Infil.: Win.: 7.7, Sum.: 0.0 306 1.650 505 0.000 0 0 Ductwork: 274 123 AED Excursion: 37 Room Totals: 2,340 0 1,080 C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018,3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Adk Elite Software Development,Inc. Energy Testinq Services LLC AS 190 Fiddler Lane Greenport 1648 Locust Avenue A Bohemia,NY 11716 Page 16 Detailed Room Loads - Room 5 - Mudroom (Average Load Procedure General_, Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number, 1 Room Width: 92.0 ft. Zone Number: 1 Area: 644.0 sq.ft. Supply Air: 22 CFM Ceiling Height: 13.0 ft. Supply Air Changes: 0.2 AC/hr Volume- 8,372 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.* 3 CFM Runout Air: 22 CFM Percent of Supply.. 15 % Runout Duct Size: 4 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 255 ft./min. Percent of Supply: 31 % Runout Air Velocity: 255 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.065 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item~ Area -U-, Htg - Sen. Clg Lat Sen Descri tion T `t Quanti Value HTM Loss HTM Gain Gain_ N-Wall-12F-Osw 7 X 9 45 0.065 39 176 0.5 0 24 W-Wall-12F-Osw 13 X 9 97 0.065 3.9 378 0.5 0 52 N-Door-11 P 18 X 1 18 0.290 17.4 313 5.5 0 99 W-Door-11 P 20 X 1 20 0.290 17.4 348 5.5 0 110 Subtotals for Structure: 1,215 0 285 Infil.:Win.: 4.5, Sum.: 0.0 180 1.650 297 0.000 0 0 Ductwork: 201 102 AED Excursion: 30 Equipment' 0 478 Room Totals: 1,713 0 895 Eb u kien'.Coolie Loads -. r . .. .�;, .-Continuous Continuous r .:,, ; Output. Output Average Percent Sensible Latent InY-se Used Load Load Se,nsi�ble.w Item Name' A' Btu h_ tuh` " Out ut er Hour Btuh Btuh Vented clothes dryer- 10 1707 0 50 50 427 0 percent to space Clothes washing machine- 205 0 50 50 51 0 _- 10 percent to space Total 478 0 C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3.45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energv Testinq Services LLC JNS 190 Fiddler Lane Greenport 14 L Avenue A.Bohemia,NY 111 Ogge 17 Detailed Room Loads - Room 6 - Bath 1 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 52.0 sq.ft. Supply Air: 14 CFM Ceiling Height: 9.0 ft. Supply Air Changes. 1.8 AC/hr Volume: 468 cu.ft. Req. Vent. Clg. 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 14 CFM Percent of Supply.. 15 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 158 ft./min. Percent of Supply: 17 % Runout Air Velocity: 158 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.026 in.wg./100 ft. Actual Summer Infil.: 0 CFM 'btemzArea �U Htg Sen Clg -Lat Sen Desch .dont Quant-value HTM Loss HTM Gain Gain S-Wall-12F-Osw 8 X 9 59.5 0.065 3.9 232 0.5 0 32 E-Wall-12F-Osw 7 X 9 63 0.065 3.9 246 0.5 0 34 S-GIs-3A-b-o shgc-0.3 0%S 12.5 0.310 18.6 233 14.8 0 185 Subtotals for Structure: 711 0 251 Infil.:Win.: 3.4, Sum.: 0.0 135 1.652 223 0.000 0 0 Ductwork: 124 33 AED Excursion: 10 Room Totals: 1,058 0 294 C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3 45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC AS 190 Fiddler Lane Greenport 1648 Locust Avenue A.Bohemia,NY 11716 Page i8. Detailed Room Loads - Room 7 - Lower Fo er (Average Load Procedure LGeneral. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width* n/a Zone Number: 1 Area: 130.0 sq.ft. Supply Air: 20 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1 0 AC/hr Volume: 1,170 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air* 20 CFM Percent of Supply.: 15 % Runout Duct Size: 4 in. Actual Summer Vent.- 2 CFM Runout Air Velocity: 231 ft./min. Percent of Supply: 9 % Runout Air Velocity: 231 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.054 in.wg./100 ft. Actual Summer Infil : 0 CFM Ftem Area ;.lJ.-;. Htg Sen Clg Lat Sen ®escri .ti.on� " ` " Quanti Value' HIM Loss , 'HTM Gain Gain N-Wall-12F-Osw 6 X 9 34 0.065 3.9 133 05 0 18 W-Wall-12F-Osw 16 X 9 144 0.065 3.9 562 0.5 0 78 N -Door-11 P 20 X 1 20 0.290 17.4 348 5.5 0 110 Subtotals for Structure. 1,043 0 206 Infil.: Win.: 5.0, Sum.: 0.0 198 1 652 327 0.000 0 0 Ductwork: 182 27 AED Excursion: 8 Room Totals: 1,552 0 242 C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue A.Bohemia,NY 11716 W Page 1 Detailed Room Loads - Room 8 - Master Bath (Average Load Procedure General~ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length. n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 162.0 sq.ft. Supply Air 22 CFM Ceiling Height: 90 ft. Supply Air Changes: 0.9 AC/hr Volume: 1,458 cu.ft. Req. Vent. Clg- 0 CFM Number of Registers: 1 Actual Winter Vent.: 19 CFM Runout Air: 22 CFM Percent of Supply.: 84 % Runout Duct Size: 4 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 256 ft./min. Percent of Supply: 23 % Runout Air Velocity: 256 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.076 in.wg./100 ft. Actual Summer Infil.: 0 CFM ;I;tern <: ;;- . Area -U-, Htg Sen Clg. Lat Sen Desch _ Quanti Value .HIM _ Loss HTM Gain- Gain E-Wall-12F-Osw 17 X 9 153 0.065 3.9 597 0.5 0 83 N-Wall-12F-Osw 11 X 9 74 0.065 3.9 289 0.5 0 40 W-Wall-12F-Osw 11 X 9 99 0.065 3.9 386 0.5 0 53 N-GIs-3A-b-o shgc-0.3 100%S 25 0.310 18.6 465 8.3 0 207 UP-Ceil-Flats-R49 FG Batt 1 X 162 162 0.020 1.2 194 0.7 0 107 Subtotals for Structure: 1,931 0 490 Infil.- Win.: 0.0, Sum.: 0.0 351 0.000 0 0 000 0 0 Ductwork: 0 0 Room Totals: 1,931 0 490 C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3.45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue ' A.Bohemia.NY 11716 Page 2 Detailed Room Loads - Room 9 - Master Bedroom (Average Load Procedure :General- - --- Calculation Mode: Htg &cig Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 256.0 sq.ft. Supply Air: 79 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.0 AC/hr Volume: 2,304 cu.ft. Req. Vent. Clg- 0 CFM Number of Registers: 1 Actual Winter Vent.. 14 CFM Runout Air: 79 CFM Percent of Supply . 18 % Runout Duct Size: 5 in Actual Summer Vent.: 18 CFM Runout Air Velocity: 576 ft./min. Percent of Supply: 23 % Runout Air Velocity: 576 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.273 in.wg./100 ft. Actual Summer Infil.: 0 CFM wrcfli Area -U -Htg Sen Clg Lat Sen "'f o:n "° Quant[ V_al.ue H_T-M Loss H-T-M -ain Czai.n_ N-Wall-12F-Osw 8 X 9 47 0.065 3.9 183 0.5 0 25 E-Wall-12F-Osw 15 X 9 135 0.065 3.9 527 0.5 0 73 N-GIs-3A-b-o shgc-0.3 100%S 25 0.310 186 465 8.3 0 207 UP-Ceil-Flats-R49 FG Batt 1 X 256 256 0.020 1.2 307 0.7 0 169 Subtotals for Structure: 1,482 0 474 Infil.: Win.: 0.0, Sum.: 0.0 207 0.000 0 0.000 0 0 Ductwork: 0 0 Equipment: 0 1,250 Room Totals: 1,482 0 1,724 C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018,3:45 PM Rhvac-Residential&Light Commercial HVAC Loads dak Elite Software Development,Inc. Energv Testinq Services LLCJNS 190 Fiddler Lane Greenport 1648 Locust Avenue i A.Bohemia,NY 11716 1W Page 21 Detailed Room Loads - Room 10 - Bedroom 2 Avera- e Load Procedure _General Calculation Mode. Htg. &clg. Occurrences: 1 Room Length n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 167.0 sq.ft. Supply Air: 88 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 35 AC/hr Volume: 1,503 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 10 CFM Runout Air: 88 CFM Percent of Supply.- 11 % Runout Duct Size: 5 in. Actual Summer Vent.: 20 CFM Runout Air Velocity: 643 ft./min. Percent of Supply: 23 % Runout Air Velocity: 643 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.339 in.wg./100 ft. Actual Summer Infil.: 0 CFM ,Iterii `<;_: . . - _Area-z, ,$ _- U- ,Htg., Sen- Clg Lat Sen i•De_scli `ti.ola° °" QuantijyValue NTM Loss HTM Gain Gain E-Wall-12F-Osw 12 X 9 83 0 065 3.9 324 0.5 0 45 E-GIs-3A-b-o shgc-0.3 0%S 25 0 310 18.6 465 308 0 770 UP-Ceil-Flats-R49 FG Batt 1 X 167 167 0.020 1.2 200 0.7 0 110 Subtotals for Structure: 989 0 925 Infil.:Win.: 0.0, Sum.: 0.0 108 0.000 0 0 000 0 0 Ductwork: 0 0 Equipment: 0 1,000 Room Totals: 989 0 1,925 C:\Users\Robert\Documents\JNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC AS 190 Fiddler Lane Greenport 1648 Locust Avenue i A.Bohemia.NY 11716 Page 22 Detailed Room Loads - Room 11 - Bedroom 3 (Average Load Procedure LG.eieral Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 167.0 sq.ft. Supply Air: 91 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 1,503 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 14 CFM Runout Air: 91 CFM Percent of Supply.: 16 % Runout Duct Size: 6 in. Actual Summer Vent.: 21 CFM Runout Air Velocity: 463 ft./min. Percent of Supply: 23 % Runout Air Velocity: 463 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.137 in.wg./100 ft. Actual Summer Infil.: 0 CFM Area. -U- Htg :Sen Clg Lat Sen EPAWL;:WL; Quanti Va[up-H-1 Loss HIM Gain Gain E-Wall-12F-Osw 12 X 9 83 0.065 3.9 324 05 0 45 S-Wall-12F-Osw 14 X 9 126 0.065 3.9 491 0.5 0 68 E-GIs-3A-b-o shgc-0.3 0%S 25 0.310 18.6 465 30.8 0 770 UP-Ceil-Flats-R49 FG Batt 1 X 167 167 0.020 1.2 200 0.7 0 110 Subtotals for Structure: 1,480 0 993 Infil :Win.: 0.0, Sum.: 0.0 234 0.000 0 0.000 0 0 Ductwork: 0 0 Equipment: 0 1,000 Room Totals: 1,480 0 1,993 C:\Users\Robert\Documents\JNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue ' A.Bohemia,NY 11716 Page 2 Detailed Room Loads - Room 12 - Bath 2 (Average Load Procedure General Calculation Mode- Htg. &clg. Occurrences: 1 Room Length: n/a System Number* 2 Room Width: n/a Zone Number 1 Area: 82.0 sq.ft. Supply Air: 22 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 738 cu.ft. Req.Vent. Clg- 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 22 CFM Percent of Supply . 28 % Runout Duct Size: 4 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 251 ft./min. Percent of Supply: 23 % Runout Air Velocity* 251 ft./min. Actual Winter Infil.* 0 CFM Actual Loss: 0.073 in.wg./100 ft. Actual Summer Infil.: 0 CFM Area -Ur- Htg„ Sen Cig Lat Sen Descri tion - _ Chianti w� Valu.e HTM_ Loss HTM Gain Gain W-Wall-12F-Osw 10 X 9 77.5 0 065 3.9 302 0.5 0 42 W-GIs-3A-b-o shgc-0.3 0%S 12.5 0.310 18.6 233 30.8 0 385 UP-Ceil-Flats-R49 FG Batt 1 X 82 82 0.020 1.2 98 0.7 0 54 Subtotals for Structure: 633 0 481 Infil.: Win.: 0.0, Sum.: 0.0 90 0 000 0 0.000 0 0 Ductwork: 0 0 Room Totals: 633 0 481 C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018,3:45 PM r Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC JNS 190 Fiddler Lane Greenport 1648 Avenue A Bohemia,NY 11716 Page 24 Detailed Room Loads - Room 13 - Upper Foyer (Average Load Procedure .G.en 'ai Calculation Mode- Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 288.0 sq.ft. Supply Air: 26 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 06 AC/hr Volume: 2,592 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 12 CFM Runout Air: 26 CFM Percent of Supply.: 47 % Runout Duct Size: 4 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 293 ft./min. Percent of Supply: 23 % Runout Air Velocity* 293 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.099 in.wg./100 ft. Actual Summer Infil.. 0 CFM -Item- Area -U- Htg Sen Clg Lat Sen =Den t on=� Quantily Value HTM Loss HTM Gain Gain W-Wall-12F-Osw 16 X 9 135.2 0.065 3.9 527 0.5 0 73 S-Wall-12F-Osw 6 X 9 54 0 065 3.9 211 0.5 0 29 W-GIs-3A-b-o shgc-0.3 0%S 8.8 0.310 18.6 163 30.7 0 269 UP-Ceil-Flats-R49 FG Batt 1 X 288 288 0.020 1.2 346 0.7 0 190 Subtotals for Structure: 1,247 0 561 Infil.:Win.: 0.0, Sum.: 0.0 198 0.000 0 0 000 0 0 Ductwork: 0 0 Room Totals: 1,247 0 561 C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testing Services LLC AS 190 Fiddler Lane Greenport 1648 Locust Avenue ABohemia,NY 11716 Page 2 System 1 Room Load Summary <. Htg Min Run Run Clg Clg Min Act oom;, Area Sens Htg Duct Duct Sens Lat Clg Sys °No:;�Name ---SF-----,,Btuh CFM . ._ "_Size .__ .__Vel Btuh. -- Btuh _ CFM CFM ---Zone 1--- 1 Basement 965 27,909 363 4-6 463 586 0 27 363 2 Kitchen/Breakfast 360 1,790 23 1-4 267 4,971 900 226 23 3 Dining Room 254 1,483 19 1-4 221 1,553 0 71 19 4 Living Room 265 2,340 30 1-4 349 1,080 0 49 30 5 Mudroom 644 1,713 22 1-4 255 895 0 41 22 6 Bath 1 52 1,058 14 1-4 158 294 0 13 14 7 Lower Foyer 130 1.552 20 1-4 231 242 0 11 20 Ventilation 4,938 658 1,535 Duct Latent 812 Return Duct 383 0 336 System 1 total 2,670 43,165 493 10,280 3,584 438 493 System 1 Main Trunk Size: 12x8 in. Velocity: 739 ft./min Loss per 100 ft.. 0.112 in.wg +6-:0616,: S:f6m=S6mma - - MCooling Sensible/L_atent : Sensible _ Latent Total xX_ " .'" Tons - -Split Btuh Btuh tuh- Net Required* 1.16 74%/26% 10,280 3,584 13,864 Recommended: 1.19 75%/25% 10,751 3,584 14,335 Actual: 1.50 75%/25% 13,500 4,500 18,000 LE .ui ment_D.ata Heatingyysstem Cooling System Type: Propane Furnace Standard Air Conditioner Model: 59SP5A060E 14--12 24ACC618A*030* Indoor Model: FX4DNF019L Brand: CARRIER CARRIER AIR CONDITIONING Description: Natural Gas or Propane Furnace Efficiency: 95.5 AFUE 16 SEER Sound: 0 0 Capacity: 58,000 Btuh 18,000 Btuh Adjusted Capacity: n/a 17,513 Btuh Sensible Capacity: n/a 13,500 Btuh Adjusted Sensible Capacity: n/a 12,142 Btuh Latent Capacity: n/a 4,500 Btuh Adjusted Latent Capacity: n/a 5,371 Btuh AHRI Reference No.: n/a 9177999 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data. SODB: 83F, SOWB: 71F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen gain: 10,280 Btuh, Lat. gain: 3,584 Btuh, Sen loss. 43,165 Btuh, Entering clg. coil DB: 76.217, Entering clg. coil WB: 63.9F, Entering htg. coil DB:60.3F, Clg. coil TD: 20F, Htg.coil TD: 70F, Req.clg.airflow:438 CFM, Req htg. airflow: 493 CFM C:\Users\Robert\Documents\JNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue Suite A Bohemia,NY 11716 Page 2 ' System 2 Room Load Summar ;s Htg Min Run Run Clg Clg Min Act Area Sens Htg Duct Duct Sens Lat Clg Sys No`^°Name' __SF _ Btuh-,_ CFM _. - _Size_._ ----Vel---. _Btuh- -..__._.Btuh_.._ -CFM_ CFM —Zone 1--- 8 Master Bath 162 1,931 25 1-4 256 490 0 22 22 9 Master Bedroom 256 1,482 19 1-5 576 1,724 0 79 79 10 Bedroom 2 167 989 13 1-5 643 1,925 0 88 88 11 Bedroom 3 167 1,480 19 1-6 463 1,993 0 91 91 12 Bath 2 82 633 8 1-4 251 481 0 22 22 13 Upper Foyer 288 1,247 16 1-4 293 561 0 26 26 Ventilation 4,938 658 1,535 System 2total 1,122 12,700 101 7,832 1,535 327 327 System 2 Main Trunk Size: 8x8 in. Velocity: 735 ft./min Loss per 100 ft.: 0.162 in.wg r.Coo'lin " S`stem-Summa. .. . ` "" Conlin ;Sensible%Patent t'p Sensible;. Latent Total Tons Split Btuli Btuh Btuh- Net Required: 0.78 84%/ 16% 7,832 1,535 9,368 Recommended: 0.87 75%/25% 7,832 2,611 10,443 Actual: 1.50 75%/25% 13,500 4,500 18,000 E'-ui men t'Data . Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: 59SP5A060E 17--14 24ACC618A*030* Indoor Model: FX4DNF019L Brand: CARRIER CARRIER AIR CONDITIONING Description: Natural Gas or Propane Fumace Efficiency- 96.5 AFUE 16 SEER Sound: 0 0 Capacity: 58,000 Btuh 18,000 Btuh Sensible Capacity: n/a 13,500 Btuh Latent Capacity: n/a 4,500 Btuh AHRI Reference No.: n/a 9177999 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB- 75F, SIRH: 50%,WIDB: 70F, Sen. gain- 7,832 Btuh, Lat. gain: 1,535 Btuh, Sen. loss. 12,700 Btuh, Entering clg. coil DB: (Error), Entering clg. coil WB: (Error), Entering htg.coil DB: 25.5F, Clg. coil TD: 20F, Htg.coil TD: 70F, Req.clg.airflow:327 CFM, Req. htg. airflow: 101 CFM C:\Users\Robert\Documents\JNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust ne. ' A.Bohemia.NY 11716 Page 27 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces West _Indivi.dual.Rooms _ 00 45° 90° 135° 1800' 225° 2700 3150 High -!,R orn"r Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct No_` ame CFM CEM CFM CFM CFM CFM CFM CEM Size_ (System 1: Zone 1: 1 Basement *363 363 363 363 363 363 363 363 4--6 2 Kitchen/Breakfast *23 23 23 23 23 23 23 23 1--4 3 Dining Room *19 19 19 19 19 19 19 19 1--4 4 Living Room *30 30 30 30 30 30 30 30 1-4 5 Mudroom *22 22 22 22 22 22 22 22 1--4 6 Bath 1 *14 14 14 14 14 14 14 14 1--4 7 Lower Foyer *20 20 20 20 20 20 20 20 1-4 System 2: Zone 1: 8 Master Bath 22 37 48 43 30 47 *53 39 1--4 9 Master Bedroom 79 93 104 99 88 108 *114 97 2-4 10 Bedroom 2 88 82 69 82 *90 84 68 80 1--6 11 Bedroom 3 91 85 73 85 *93 87 71 83 1--6 12 Bath 2 22 16 9 16 *22 21 14 20 1-4 13 Upper Foyer 26 22 17 22 *26 26 21 25 1-4 * Indicates highest CFM of all rotations. :Who.le,.Ruildin Aozi iio6k.Fr,�ont.door,: Supply Sensible Latent Net Recommended e r�ees-,_.Faces CFM Gain Gain Tons T-on.s 0° West 820 18,112 5,119 1.94 2.06 450 Northwest 829 17,832 5,124 1.91 2.09 90° North 813 16,850 5,123 1.83 2.05 135° Northeast 840 19,046 5,118 2.01 2.12 180° East 842 *19,655 5,114 *2.06 *2.18 225° Southeast *867 18,833 5,124 2.00 2.18 2700 South 834 16,428 *5,128 1.80 2.10 3150 Southwest 837 17,598 5,123 1.89 2.11 *Indicates highest value of all rotations. 'S.'stern.:1' IR,-dtatibnQ�O' rontdoor,- - Y;- -' ==Suppiy•:�-1 ~' -,-Sensible - Latent- Net Recommended i . ♦F {D:e. reeGain Gain Tons Tons_ 0° West *493 10,280 3,584 116 1.19 45° Northwest 493 9,797 3,589 112 1.20 90° North 493 9,171 3,588 106 1.20 1350 Northeast 493 10,760 3,583 1.20 1.20 180° East 493 *11,323 3,579 *1.24 *1.26 2250 Southeast 493 9,968 3,588 1.13 1.20 2700 South 493 8,272 *3,593 0.99 1.20 3150 Southwest 493 9,382 3,588 1.08 1.20 *Indicates highest value of all rotations. "S. RotationigFront door. ="Supply: Sensible Latent Net Recommended CDe_reel ^' Faces CFM_ _ _ 'Gain --Gain -- ons----TonsNet _ . _ C:\Users\Robert\DocumentsUNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday, April 3, 2018, 3:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC JNS 190 Fiddler Lane Greenport 1648 Locust Avenue Suite A.Bohemia ��ll�s' _ Paye 28 Building Rotation Report (cont'd) R com 0° West 327 7,832 '1,535 0.78 0.87 45° Northwest 336 8,035 1,535 0.80 0.89 90° North 320 7,679 1,535 0.77 0.85 135° Northeast 348 8,285 1,535 0.82 0.92 180° East 350 8,332 1,535 0.82 0.93 225° Southeast *374 "8,865 1,535 *0.87 *0.98 270° South 342 8,156 1,535 0.81 0.91 315° Southwest 344 8,216 1,535 0.81 0.91 * Indicates highest value of all rotations. Building Rotation Tonnage 2.1 2.0 U) c 0 H w c_ 0 U 1.9 1.8 1.7 '�— Building Recommended Tonnage Building Net Tonnage C:\Users\Robert\Documents\JNS 2sty 190 Fiddler Lane Greenport.rh9 Tuesday,April 3, 2018, 3:45 PM Nd Sb:£`SWZ `£ I!jdy 'Aepsenl 64j•:poduaajE) aue-1 jaIPP!j 066 AISZ SNf'\s;uewnooQ\:pegoa\sjasn\:o ;sally;nog sooe;joop iva3 y;nog seoe;joop;ua3 ;seat';nog seoe;joop;ua3 lse3 saoe;Joop;ua3 _ Ise9WON saoe;Joop;ua j yuoN saoe;Aoop;ua3 --0.— IsOmOON sane;Joop;ua3 ;seM sooe;joop;ua3 4- 000'61 000'0Z 000'6Z 000'ZZ m c 000'£Z 3 m Z 0 m 000'7Z c 000'9Z 000'92 000'LZ 000'9Z uieO ION AfjnoH uoijejoa 6uippq p luoo Po ed uoile4o8 uiplin8 C6Z a6ed - — 96L66 IN`e!woq g yaunS enuany o1 9796 �oduaaJO auel JaIPP!�066 SNf Old samiaS bu!;sal Abiau3 ud';uawdolanap alem;;oS OM3 333""""' speo�OynH leiojawwoO;y6i�+g dei;uap!saa OeAqg 1i 1 1 0 • .� . r0 1 won*oo l !' -'fff%Fioi M iA K!-- AM STATE ENE • • r _ MWA PAW KINfir.,PROMMMPA. IME Lei FIN 1 i i'ITI�AT ! Nab A I/ 1 � W1� �1 • r �.• iA _ � x!11 �� . �• � ';1....r � � �fl�d . a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD;NY'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 I � Flood Permit - Examined 20�( V Single&Separate z L ' Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20� Mail to: Disapproved a/c Phone: (03i .172g. $500 Expiration, iqlh B%QVZ.Kspector - MAY 1 0 2017 APPLICATIOMFOR.BUILDING PERMIT BUMDING DEPT. Date 1�Ay 3 , 20 I TOWN OF SOUTHOLD 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. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before'issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues.a Certificate of.Occupancy. f. Every;building permit shall expire.if the work-authorized has not commenced within•12,months after,the date of issuance-or has not,been completed within 18,months from-such date. If no zoning:amendments or'other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or alterations or,for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signa app sc re of ant or name,if a corporation) Z56 2Ocrre 2�a 4,01161 KlvM-,AN 11192 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 10AhJ0)S ;990MRS (As on the-tax roll or latest deed) If applicant is a corporation,,,signaturelgf&ly authorized officer i.j.r-• (Name and title of 0bfp"r-:orate officer4)� Builders License No.,, .t�lrre rn , .s1/5�3oy1� � .ray_ Plumbers•License No. 50223 Electricians License No. 3913 - l4E " Other Trade's License No. 1. Location/of land on which proposed work will be done: 19U 1'i�pL� LP�E C'7�'t�►27 yJ V 119�1�{ ,. , , .� � '•;' `'" House Number Street - Hamlet County Tax Map No. 1000 Section 31, Block 2 Lot 08 t 1 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 3. Nature of work(check which applicable): New Building ,/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 200,yUC-) Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 3 Number of dwelling units on each floor I If garage, number of cars 1 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: Frolbri . ��e�ar Depth Height Nuones8. Dimensions of entire new construction: Front 5'-/ (A Rear �tK I e�thYA 2 Height 7- 7 1 9 " Number of Stories Z 9.' Size of lot: Front h Rear /00 Depth 9d.- �•Ma DmQ.Y us 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/aApv-s �&yx ks AddressAPiL* ZIYEf LPhone No. r&M Sl Jo3.SWZ Name of Architect 4AR•IC SU+vrmur-z Address C e k47L F Phone No 631. a%y•yj to Name of Contractor �iJs cnwrT%�lrrtr.aG� Address �4or mac, f-1)i¢, Phone No. b31• ftt? 1.5 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 restriction_s with respect to this property? * YES NO * IF YES; PROVIDE A COPY. STATE OF NEW,YORK) SS: COUNTY OFSaouG ) klaoLk s &UrIAS being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)"above named, CONNIE D.BUNCH Notary Pubo,State of NM York (S)He is the GGnITR.AGTo2 Na,01ausI850M (Contractor,Agent,Corporate Officer,etc.) QuaMW In&fflok,Ceunty Commission E)VUres AW 14,2¢ 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 knowledg and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 1 &rn n4e LAIdA 4514 Notary Public _ Signature of Applicant UFFQ Scott A. Russell Wz�' 'N°s '� STO�J[ LI��l WA\TIElk SUPERVISORMANAGEMENT C) l��l[A\�A\G]EI��I[JE��C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town of Southold 704 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET 11207 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: --- ,l ill '.CHECK ALL THAT -\PPLY! 'I Ye.i o Ii A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑© B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. �!` ❑❑ C. Site preparation on slopes which exceed 10 feet vertical rise to �l I 100 feet of horizontal distance. 1:1[3/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. dill ❑0 E. Site preparation within the one-hundred-year floodplain as depicted �' o FIRM Map of any watercourse. O F. stallation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes ; in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. = S.CT.M 1000 Date !II APPLICANT. (Property Owner Design Professional.Agent.Conuactor Other) District Hi v-NN E. 3261 ter. i� bectiou Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information (j3) •N92q SSOO i i�' I! Reviewed B\ - - — — — — — — — — — — — — — — — - !! i� Date: 5,1 Property Nddres-s / Location of Construction Werk: '! I! — — — — — — — — — — — !ii it Apps-med 1nr pi-ocessino I3tilldmo Pernlit -i' �9b �lt7v(-EiL_ LAPE ! , I ❑ St o t\\ater Management Control Plan Not Reyuu-ed. i. Slorniwater Manaeen i-it Control Plan i�s Required. tForwal-d to Engineering Department fol•Re\iew.1 FORM " SMCP-TOS i\/I,-\Y 2014 -%PPLlCANT. S.0 T.M. K 1000CHAPTER 236 I property Owner,Design Note+sional.Agent.Contractor.Other) �+�� D,Z 1- ogStormwater Management Control Plan CHECK LIST NAN1L. � ox Section Bloxk Lot S M C P -Plan Requirements. Provide ONE copy of the Building Perrin Application. Date: �k The applicant must propidc a Complete Explanat ion and/ur Reason for nol prm iding all Information that has been Required bv the follcm ing Checklistl I A Site Plan drawn to scale Not Less that 60' to the inch MUSTif You answered No or NA to any Item, Please Provide Justification Here! YE NO NA show all of the following iterns: If you need additional room for explanations, Please Provide additional Paper a. Location& Description of Property Boundaries O0 b. Total Site Acreage. c Existing- Natural & Man Made Features within 500 L.F. O of the Site Boundary as required by 236-17(02). Shall include but not be limited too d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water 0 e. Limits of Clearing& Area of Proposed Land Disturbance. 0Construction Entrance, f Existing& Proposed Contours of the Site (Mininnnnl2'Intervals) 0 Ire ace i Fencing, stabilization & a Location of all existing & proposed structures, roads, 0 Seeding of exposed and/or inactive soils. driveways,sidewalks, drainage improvements& utilities. h Spot Grades& Finish Floor Elevations for all existing & proposed structures. DRAINAGE I Location of proposed Swimming Pool and discharge ring �® REQUIRED j. Location of proposed Soil Stockpile Area(s). Engineering at 65-1560 before k. Location of prolx,sed Construction Entrance/Staging Area(s). 0OdLikfill, OR Provide Engineer's Certification I Location of proposed concrete w-ashout area(s). Mat the drainage has been ins M. Location of all pruIxysed erosion&sediment control measures. r, 2. Storriwater Management Corttrnl Plan must include CalCUlettnrls shot\'ing that the stornmater improvements are sired to capture,store,and infiltrate on-s,tc the run-off from all impervious surface::generated b� a lllu(21 inch rainfall/<Iornl event 3. Details&Sectional Drawing,- for slornmaier practices are retwirLd for apin-mal. Items requiring details shall include but not be limited to: IRIM.Mr,T a. Erosion & Sediment Controls. -- , b. Construction Entrance& Site Access. �0 c Inlet Drainage Structures (c.g.catch basins• trench drain.etc.) �O d. Leaching Structures (e. .infiltration basins scales,etc.) FOR ENGINEERI DEPARTMENT USE ONLY ""` 0 Additional Information is Required Key iewed & I Stormwater Management Control Plan i5 Not Complete ApprovedBv- - - - - - - - - - - - - - - - - - - - - - - - Stormwater Management Control Plan is Cornplete , SMCP has been approved by the Engineering Department 'y I FORM SWC:P Chock List -TOS MAY 2014 I O��p'F SO�ryol e111111 D.Town Hall Annex J R e1. one D 54375 Main Road (631)765-995p2 P.O.Box 1179 G� @ r0 ef.riche OWn.SOUthOltl.n .US Southold,NY 11971-0959 0� �� EP - 6 2017 B UD.DING DE,PT. BUILDING DEPARTMENT T0117N OF SOUT$OLD ' TOWN OF SOUTHOLD ! i APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY: Date: qwn Company Name: A , ,� _.� Name: —c.c �,n Lc�► License No.: 9-0-5-q I- Address: 3 a S U S Phone No.: (9 �)L5 _ ?32 JOBSITE INFORMATION: (*Indicates required information) *Name: z *Address: o *Cross Street: *Phone No.: Permit No.: l{ b Tax Map District: 1000 Section: - Block:�_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) , (Please Circle All That Apply) *Is job ready for inspection: YE NO Rough In Final *Do-you need a Temp Certificate: YE NO i Temp Information(if needed) q'�v11 I *Service Size: 1 Phase Phase 0 200 300 350 400 Other ^ *New Service: Re-connec nderground tuber of Meters Change of Service Overhead ` I Additional Information: PAYMENT DUE WITH APPLICATION POw �,d U� . Oil �3 lI .82-Request for Inspection Form ``A o�oS�fFoc�-�oG Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Roadc .c Fax(631)765-9502 P. O. Box 1179 N = Southold, NY 11971-0959 5- • y�iol , BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: s Owner. T. „ 7(1% 't / Location of Property: �� I�- LC41, C' Please t e notice that the (check applicable line): New commercial.or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential,structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof fra ng (FR) Signature: Name (person mitting this form): (J 1 C41 u�4 J Zo � y Capacity eck applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 rc f.{rr-• r•'1w�r7,'.,r' '✓���l�r.:>S�•r�JY:�{?•:tS��r,7.�Z tr. �r 1Syi!»���+:'�'��5�"„J•�Y);4d�w.". '7:::�4t'.k�i?Z'i•�•.�:%" 'y +•:,• �i.,�'t't Yii✓^✓Z`:?y'ao+` k,F'J r':it Pf..-:C f•,.. 1.1 t ;.�:: �.=x;}Ya.:r:�t`.;. 1 • trt'jj t...ti.. J�4. -• i ,� > .� •�t�bl+THF-h;•7 r1�i _ 1 ,t zr y i.>i�lr. ::i<:>n- �r lrpjr�':'2i:•�. - :�1,� .�•te; .%; =•Ft .•:"• ��t•,.• :tea. - 'h�i {;'..:S .M.j� Cyt.%'-r,'•1.�w1,7 i ='ti1.��w".:.. t Y wz �_� Y n';• t iii' :�.t. 1P yY e 1.1+.:lt,.nt i ft r •i.f .7 (V M i fA 1 f.t s f •y ll 4t1w J t e.. '� f`,JFK i i•r o" �t �' �J J•• f CJ /• .;r � �_r,.hu...•t•t. St r � ✓ _ r 1 � i ��f •54 .yv 1/ �1 is 4-,v,+' �'7• '1 "f:. � 1 f Pit.;•L L . r J.'"'Jj- / a � 'w.= ��~ �E .`r', "Cl J ' ~ < <<A w t,:.�'.C."'114i If t1 •E _.2,I .f (c', r^'t• .• f�:=: LIP ff 1-12 Lin t •fit° � •:.�� • f Y f ti';� K r r, �J_-y .. .TL -.v ✓, ° ro D 4 T1t1 �%.l'J'e.r•� o <t_<. �,i�r `t:it l 4u Af r J ��1{ t�.kr•� • TOWN OF SOUTHOLD,NEW YORK DATE Aug, 1.,_ 1968 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 1193 Dated July 13, 1968 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD Loretta Buynoch To 9519 - 240 Street Appellant Bellerose, New York at a meeting of the Zoning Board of Appeals on Thursday, August 1, 1968 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance X ) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION. By resolution o1 the Board it was determined that a special exception ( ) be granted ( ) be denied-pursuant to Article .. Section .................. Subsection ..... ............. paragraph .. ................ of the Zoning Ordinance, and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:00 P.M.(E.D.S.T.), Upon applicationof Loretta Buynoch, 9519 - 240 Street, Bellerose, New York, for a variance in accordance with the zoning Ordinance, Article III, Section 303, and Article X, Section 1000A, for permission to divide property with insufficient frontage and area. Location afproperty: east side Fiddler Lame, Greenport, New York, bounded north by R. Buynoch, east by Thomas Hickey and another, south by A Schivickas, west by Fiddler Lane. 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. FORM ZB4 f 1311 OaT NING BOARD OF PEALS �baratt Secretas Y EAM Land Services,rvi , Inc.ID a 6901 Jericho Turnpike, Ste.210, Syosset, NY 11791,One Penn Plaza, 34th Floor, NY, NY 1012 MAY 1 9 2017 BUILDING DEM TITLE No: EAMSS113209S TOWN OF SOUTHO SINGLE AND SEPARATE SEARCH CERTIFIES TO: Patrick McGrory,Esq. PO Box 166 373 Starke Avenue East Meadow,NY 11554 Our Company has completed a single and separate search for the above referenced premises and on the lots contiguous to the subject premises. The attached has been found of record at the Office of the County Clerk for the County of Suffolk Premises: 190 Fiddler Lane,Greenport,NY 11944 DISTRICT: 1000 SECTION: 036.00 BLOCK: 02.00 LOT: 008.000 Certified as of:May 27,2016 at 9:00 A.M. The underlying liability for the above information is limited to$25,000.00. EAM Land Services c. BY: Jeremy S.Berin Title Officer Sworn to before me this 6FL day of /fin )201-1 BRIAN MARUSCHAK Notary Public, State of New York No.01 MA6113126 notaryQualified in Suffolk County My Commission Expires July 19,20,;Z0 Single and Separate Search Continued EAMSS113209S PREMISES 190 Fiddler Lane, Greenport, NY 11944 DISTRICT: 1000 SECTION: 036 00 BLOCK. 02.00 LOT : 008.000 FROM: Edna A. Brown TO- Samuel Levine DATED 9/10/1956 RECORDED 9/17/1956 REEL/LIBER 4180 PAGE 325 • NOTE. Conveys premises and more FROM: Samuel Levine TO- Rudolph Buynoch and Loretta Buynoch, his wife DATED 9/6/1961 RECORDED 9/11/1963 REEL/LIBER 5407 PAGE 455 FROM: Loretta Buynoch, as surviving tenant by the entirety TO- Chris Tsakos and Alice Tsakos, his wife DATED 10/15/1983 RECORDED 10/24/1983 REEL/LIBER 9446 PAGE 577 FROM. Chris Tsakos, widowed and unmarried TO- Ellen Miridis, married DATED 6/5/2003 RECORDED 9/13/2004 REEL/LIBER 12342 PAGE 947 FROM: Angie M. Carpenter, as the County Treasurer of the County of Suffolk TO- County of Suffolk DATED 4/20/2007 RECORDED 4/26/2007 REEL/LIBER 12502 PAGE 651 FROM: The County of Suffolk TO- Ellen Miridis DATED 11/13/2007 RECORDED 1/4/2008 REEL/ LIBER 12536 PAGE 74 1\ Single and Separate Search Continued EAMSS113209S PREMISES CONTINUED 190 Fiddler Lane, Greenport, NY 11944 DISTRICT 1000 SECTION 036 00 BLOCK: 02.00 LOT : 008.000 FROM: Ellen Miridis TO- Nicholas J Mazzaferro and Brigitte D Mazzaferro, husband and wife DATED- 2/13/20.10_ RECORDED 3/10/2010 REEL/LIBER 12618 PAGE 682 • LAST DEED OF RECORD Single and Separate Search Continued EAMSS113209S DEED CHAIN FOR PREMISES ADJACENT: DISTRICT 1000 SECTION 036 00 BLOCK: 02.00 LOT- 009 000: FROM: Samuel Levine TO Edna Brown DATED 9/10/1956 RECORDED 9/24/1956 REEL/LIBER 4184 PAGE 143 • NOTE. Conveys Premises Under Examination and More FROM Edna A. Brown TO Rudolph Buynoch and Loretta Buynoch, his wife DATED 7/9/1959 RECORDED 7/24/1959 REEL/LIBER 4664 PAGE 44 FROM Loretta Buynoch, as surviving tenant by the entirety TO - John S Kelly and Rosemary T Kelly, his wife - DATED 5/14/1997 RECORDED 5/29/1997 REEL/LIBER 11832 PAGE 889` FROM: Rosemary T Kelly, surviving tenant by the entirety TO John S Kelly, Jr as trustee of the Kelly Family Trust DATED 5/20/2015 RECORDED 7/28/2015 REEU LIBER 12825 PAGE 749 • NOTE. LAST DEED OF RECORD Single and Separate Search Continued i EAMSS113209S DEED CHAIN FOR PREMISES ADJACENT: DISTRICT 1000 SECTION- 036.00 BLOCK: 02.00 LOT: 013.000: FROM- Edna A. Brown and Samuel Levine TO Thomas J. Hickey and Ethel M•Hickey, his wife DATED 1/12/1'956 RECORDED 1/17/1956 REEL/LIBER 4055 PAGE , 390 • NOTE. Conveys Premises Under Examination and More FROM- William F Messner and Florence R. Messner, his wife TO- Thomas Changalis and Voula Changalis,;his wife DATED 11/12/1966 RECORDED 11/17/1966 REEL/LIBER 6070 PAGE 394 • NOTE. No deed out of Thomas J. Hickey and Ethel M. Hickey for Lot 013 000 FROM: Thomas J Hickey and Ethel M Hickey, his wife TO- John E. Hickey and Mary J Hickey, his wife DATED 6/4/1979 RECORDED 6%8/1979 REEL/LIBER 8638 PAGE 528 • NOTE. Conveys Premises Under Examination and More FROM Voula Changalis, individually and as survivor by the entirety TO Manouel Changatis, as trustee or his successor in trust, of the Voula Changalis Irrevocable Trust dated the 10`h day of December, 2014 DATED 6/19/2015 RECORDED 7/14/2015 REEL/LIBER 12823 PAGE 808 • NOTE. LAST DEED OF RECORD Single and Separate Search Continued EAMSS113209S PREMISES ADJACENT: DISTRICT' 1000 SECTION: 036.00 BLOCK: 02 00 LOT 014 000: FROM: Thomas J Hickey and Ethel M Hickey, his wife TO. Thomas J Hickey and Ethel M Hickey, his wife DATED 9/19/1957 RECORDED 9/23/1957 REEL/'LIBER 4364 PAGE 403 FROM: Thomas J Hickey and Ethel M Hickey, his wife TO' John E. Hickey and Mary J Hickey, his wife DATED 6/4/1979 RECORDED 6/8/1979 REEL/LIBER 8638 PAGE 528 • NOTE. Conveys Premises Under Examination and More FROM: John E. Hickey and Mary J Hickey, his wife TO- Raymond A. Mazzochi and Evelyn Mazzochi, his wife, DATED 8/3/1992 RECORDED 8/21/1992 REED LIBER 11523 PAGE 541 FROM. Evelyn Mazzochi, as surviving joint tenant of Raymond A. Mazzochi TO- Martin C Hartmann, Jr and Clorinda Hartmann, his wife DATED 3/14/2000 RECORDED 3/23/2000 REEL/ LIBER 12029 PAGE 596 FROM: Martin C Hartmann, Jr and Clorinda Hartmann, husband and wife ' TO' Panagiotis Rodamis DATED 1/3/2013 RECORDED 6/5/2013 REEL/LIBER 12732 PAGE 79 • NOTE. LAST DEED OF RECORD Single and Separate Search Continued EAMSS113209S PREMISES ADJACENT: DISTRICT 1000 SECTION: 043.00 BLOCK. 01 00 LOT. 001 000: FROM: Samuel Levine and Edna A. Brown TO' Albert B Shivickas and Emily Shivickas,joint tenants DATED 7/8/1955 RECORDED 7/11/1955 REEL/LIBER 3924 PAGE 400 • NOTE. Conveys Premises Under Examination and More FROM: Albert Shivickas, as surviving joint tenant of Emily Shivickas TO- MaryAnne Shivickas and Albert Shivickas, as trustees of the Albert Shivickas Family Revocable Trust, as to a'/z interest and Albert Shivickas and Mary Anne Shivickas, as trustees of the Mary Anne Shivickas Family Revocable Trust, as to the remaining '/2 interest DATED 10/25/2000 RECORDED 2/21/2001 REEL/LIBER 12103 PAGE 340 FROM: MaryAnne Shivickas and Albert Shivickas, as trustees of the Albert Shivickas Family Revocable Trust, as to a%interest and Albert Shivickas and Mary Anne Shivickas, as trustees of the Mary Anne Shivickas Family Revocable Trust, as to the remaining 1/2 interest , TO- Candace Kurtz DATED 5/17/2002 RECORDED 6/10/2002 REEL/LIBER 12190 PAGE 645 • NOTE. LAST DEED OF RECORD � '-7� ' - ` I' EXISTING I IiRED ION REQU „ GRADE .. ,2.to' CAVATION INSPECT ,,6•DARK BROWN LOAM (OL) FOR SANITARY SYSTEM Y BROWN SILT (ML) [AppsovEI) FOLK COUNTY DEPARTMENT OF HEALTH SERVICES BY HEALTH L)EPARTME �5T Illl ERMIT FOR APPROVAL OF CONSTRUCTION FOR A I _ SINGLE FAMILY RESIDENCE ONLY W „ E 100.00' ' �r N 84'50'50 F'" ,�' I - - BROWN FINE TO COARSE SAND (SW) N 0 3 2016 l 9 II 125 ��. (WF) D_ POST H.S. RE No. - 6-,OQ l F2. l 0 6 1 0 �'l Q4. Pass 6' r 13 g FGE F'=,aao _ 1MUr.1 OF-- 8EDR00 FG. ELEV 13.20 \�\\\\ I' 1.30' (HIGHEST EXPECTED �3`=E YEARS Fa0 PROPOSED X77 X13.17 \\\\\\\\\\\\\\ GROUNDWATER-USGS WELL 5167.832) M DATE OF PPROVAL n a WATER 3' I. ,.OQT' ENCOUNTERED WATER) 1� METER u1 ST 10.0' WA E IN PALE BROWN FINE TO PROPOSED a /= / \ vOulA CHANGAUS COARSE SAND (SW) _ I'TAP ; d .-+ Q IRREVOCABLE TRUST TEST HOLE BY MCDONALD O W G. ELEV. M lA o \ \ SOIRiAY '13,01 \ I GEOSCIENCE - FEB. 26, 2016 N ELEV PROPOSED o 10.0 4 TEST HOLE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Fc_1 " C LP DWELLING \ i' N.T.S. (f�� s (2-STY. \ / j LEGEND: SUFFOLK COUNTY TAX MAP B: Rpt V E 9 VE I FFE 15.0• A• :\ GARAGE FFE=13.5•) Q� DISTRICT: 1000 4 W 3 m \ • /) PROPOSED BUILDING SECTION: 036.00 3 Z F.O. E1.EV. iV \ \ L•� BLOCK: 02.00 LOT: 006.000 PROPOSED ASPHALT DRIVEWAY ��Y 05 2016 I lOIBMAIf \ \ LJ C3 1 ) LP PROPOSED TOPSOIL EI SEED AREA FOR PERFORATED PIPE BUILDINGS: SUFE. G0. HE-AL - SSR CE . ; �_ 7�• \ / F.G. 1 .20 \� � � PROPERTY LINE �G PROPOSEOFr'II;E OF WASTE',�Iti ER fIG� I Li Z O 0• PANAGIO1TN15ROpAMIS � PROPOSED CONTOUR VACANT 4 STORY RESIDENCE DEEE /F ZON NG 1.0-EXISTING O' \ 8.0• -1,/YY\ PROPOSED OTR EU LINE R 40 (RESIDENTIAL-NON CONFORMING) FAL ELEV. PROPOSED SEPTIC TANK F.O. ELEV. 13.60 �'LfCANDS �� GENERAL NOTES: 13.20 ,e 01 3: ' F.O. ELEV. �� PROPOSED SANITARY LEACHING POOL 1. AREA Of LOT -18750 SQ FT (04•ACRES! \ I RIM may, '6\ /' FE 13 13'D'1 2. THERE ARE NO KNOWN WELLS (DEEP OR SWALLOW) WITHIN 150' OF PROPOSED »>/// (6VF) -S- PROPOSED SANITARY PIPE I (� � � o CESSPOOLS. THERE ARE NO KNOWN STORM DRAINS WITHIN 20' OF PROPOSED CESSPOOLS. 1 �- PROPOSED B' PERFORATED DRAINAGE PIPE 3. THERE IS A WATER MAIN AVAILABLE ON FIDDLER LANE. a \ 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4'LELANDS 4 R flROOM� 2!1 ; C 12'5 -RD- PROPOSED B' ADS ROOF DRAINAGE PIPE 5. TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE ON 2-26-2016. O 6. PARCEL LIES IN FLOOD ZONE •'X•• (AN AREA DETERMINED TO BE OUTSIDE THE 500 YEAR N I 0\ S 8401 w lOO.00' `� PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) 7 NEIGHBORIFLOOD NG DWELLINGS ARE CONNECTED TO PUBLIC WATER. f° PROPOSED B'0 DRAINAGE STRUCTURE (OPEN GRATE) 0 3 N/F SURVEY NOTES: CANDACE KURTZ -W PROPOSED 1' WATER SERVICE p 'II.• 1 MEASUREMENTS ARE a ACCORDANCE U.S. STANDARDS.QI TEST HOLE LOCATION • j/ 2. ZONE. CS SHOWN AREE STAT IN NEW YORK STATE PLANE COORDINATE SYSTEM. LONG ISLAND UI O- EX. UTILITY POLE HORIZONTAL DATUM IS REFERENCED TO NAM (2011) THROUGH USE Of RTK GPS OBSERVATIONS. VERTICAL DATUM ISS REFERENCED TO NAVD88(GEOID12A). �I 3 CENSED LAND SURVEYORS UNAUTHORIZDEALT RA ADDITION VIOLATIOOFSU SECTION S BEARING ON LI 2 OTHE NEW YORK o I /-r-Y% EX. TREE LINE ON LAW. g SITE PLAN EX. TREE l 5. ONLY COPIES STATE TIFROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE SCALE1'-20' EX. LELAND / W f LAND SURVEYOR'S -EMBOSSED"OR 'INKED'SEAL SHALL BE CONSIDERED TO BE VALID . r1 TRUE COPIES. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN -� E%. UNDERGROUND WATER ' W 8 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY / MINIMUM HORIZONTAL SEPARATION DISTANCES THE( CERTIFICATIONSYORK SHALL RUSTATE N ASSOCIATION TO THEPERSONOR WHOM THEEYO R. SAIIDIS PREPARED S6 � INSTITUTION LISTED HEREON AND TOAND ON HIS BEHALF TO THE TITLE CTME ASSIGNEES OFENTAL AGENCY AND THE LENDING INSTITUTION. TABLE OF MINIMUM FROM: SEPARATION SEPTICTANK LEACHING o GR&lSH7'RAP.oR SEWER UNE ' CERTIFICATIONS LI ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSIO. O DISTANCES FROM: MANHOLE POOL "OF'�SS1lJ� OWNERS. ' 14EAppp,; 7 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. BUILDING WITH CELLAR LOFT. IO FT. 5Fr. N -LANE---�V ` _ 6. THE SURVEY CLOSES MATHEMATICALLY. c BUILDINGONSIAB 5FT. IO FT. 5 0 n w. U WATER SERVICE UNE/LATERALS/MAINS 10 FT. 10 FT. 10 FT. y UNDERGROUND UTILITIES 5 FT. 5 FT. SFT. W SURFACE WATER/REGULATED WETLANDS 75 Fr. 100 FT. SO FT. -'-�`+ rr 0 . 5/4/16 MF AS PER MEETING WITH SCDHS ON 4/26/16 RGD 200 FT. PUBLIC WATER WELL 200 FT. SOFT. 70 t i l DATE BY v' PRIVATE WELL 100 FT. ISO FT. SO FT. DESCRIPTION APPROV. BY a � �o p STORM RAIN/STORMWATER RECHARGE BASIN 20 PT. 20 FT. 10 FT. b �� �.'�, _ REVISIONS CATCH EASINS(NON LRACHING)/DRAINAGE PIPE 5FT. 10 FT. 5FT. I } ><r TOWNSUFFo OF UOUTHOLD M LEACHING POOL 8 FT. 8 FT. 10 FT. - NTY. NY E u) SEPTICTANK PUMP STATION,GREASE TRAP.OR O lV I (V MANHOLE 5FT. BFT. 5FT. Q l a � - FIDDLER LANE N PROPERTYUNES SFT. IO FT. SFT. O _ SITE LOCATION o SWIMMING POOL 20 FT. 20 FT. SFT. `M•N'h ,y' .1t,� -•• SITE LOCATION �` ,_ / v �� In C� RETAINING WALL(WATER PROOF) 10 FT. 10 FT. SPROPOSED SANITARY PLAN FT. } �44E'N U Sit FUEL STORAGE TANKS BELOWGROUND 20 FT. 20 FT. IO FT. `-r e° ( ) N-;11 J L K. McL.EAN ASSOCIATES, P.C. TOP OF EMBANKMENTONSLEEP SLOPH 25 FT. 25 FT. 25 FT. }�g: • �•� + ® �• t 1 ,.0 159L SLOPE OR GREATER r1 411 > S Co161ATIM0 ENGINEERS 417 SOUTHC0IAFFR f0.1111000MYLIL 1l119Q 1171/ �L BLUFFS 65 FT. 65 FT. bS FT. 1 !9a� i r r�% -i- FY_` Br. MF/CFD Scole: AS NOTED 5"°0t NO• 0 SITE MAP - LOCATION MAP Dr- W. MF Oot.: MARCH 2016 b N.T.S. d N.T.S. APaa+O Br RGD me No. 16031.000 F.F. ELEV.-15.0' HEAVY DUTY FRAME k COVER RIM ELEV.-13.01' GRADE ` GRADE ELEV.-13.5 MIN. 4' DIA t' ION ELEV.-12.44' GRADE EIEV.-12.08' SDR 35 PVC PIPE PITCHED1I 2• MA)L Y� 4' IMAX YIN. 1/4- PER 1• J� ~�• 1 MIN. 4' DIA. SDR 35 1' MDI. TOP OF RING PVC PIPE PITCHED Y MAX MIN. 4' DIA. SDR 35 V ION. 1 MIN. 1/4''PER 1' PVC PIPE PRCHED 2' IM%• Icr t ELEV.-11.97* MIN. 1/4' PER 1' _ `k .�• , 4' T 1 ONVEiti (OUT) INVERT (OUT) INVERT (IN) , ELEV. 10.47' INVERT (IN)—// 3' , ELEV. 11.2' ELEV. 10.97' o x ELEV. 10.39' 5'-7j- It '-7j. ®®® INVERT (IN) INVERT (IN) EFF. DEPRi) ELEV. 10.05' 5,-Z. b ELEV. 10.14' �9 C+� FLOW 1O 8' SDR 35 8.0' MDI. �• ) 10.0• YIDL sEPERA BAFFLE PVC (D(ROP TEE SEPERATKIN ®®® _ 4 DISTRINBURER -4 10'~ &0, MIN. ®®® }, 4• V� ®®® 4 Td. L I 3A' 3.0' 3.0' ®®® 3.0' (ImN.) ®® (I6NL). MNL) ('m'.) BOTTOM OF TANK -0, ELEV.-6.14' I D I RECTAYGULAR SEPTIC TANK BACKFILL MATERIAL 3' N B'-G'r LEACHING POOL BOTTOM OF POOLI ' ' CLEAN SAND AND ELEV.-4.53' IN. e-or.LEACNINO Pool BOTTOM OF POOL GRAVEL I i I ELEV.-4.30' HIGHEST EXPEgp GROUNDWATER ELEV.-1.3' NOTES` SANITARY PROFILE c ,LLSMA� SEED 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. O 28 DAYS. • N.T.S. GRAVEL - 4'DEPTH TOPSOIL 2.ALL FRAMES 3 COVERS SHALL BE, WATERTIGHT. INSECT-PROOF AND ' 1Y-16'DEPTH STONE BASE �B� DRADAGE AGGREGATE I 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT _ 8*ER� F� 4' EXCEED TWO FEET IN HEIGHT. (TYPJ _ _ _ PERFORATED HOPE DRADNOE 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON ao I PIPE I I I I I El I I I I I I III I II I 1=1 II II 1=1 II II I I COMPACTED BADE EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE ooao CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL oft TYPICAL PERFORATED PIPE SECTION SECTION AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. , ��� 4' STAINLESS oo N.T.S. STM BOLT 5.BACKFILL MATER14L MUST BE COMPACTED WITH A MECHANICAL PLAN +/6'THIC WAVIER COMPACTOR AT 8' LIFTS 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY SECTION v 3/B'O-m 0AS10:T DISTURBED AREAS. i 0 7.ALL LEACHING GALLEYS TO BE INSTALLED AT THE SAME ELEVATION. PLAN RTES; " tlQffSi 1. MATERIALS SHALL CONFORM TO ASTM m 1. MXTfRMI.S CONFORMS TO ASTM A48 CLASS 308 OR B. SEPTIC TANK TO BE MONOLITHICALLY CONSTRUCTED FROM THE 2 LOAD CLASS RATING OR BE AASFTTO !k HS p 358 SPECIFIGTKNIS BOTTOM OF THE TANK TO 18' MIN. ABOVE THE GROUND WATER 20-44 HIGHWAY LOADING ` L �Q TING: FOR AASHTO R HS 20-44 HIGHWAY ELEVATION OF 0.00'. ' FRAME AND COVER AS YAQUAL. BY ISLAM PRECAST OR APPROVED EQUAL. 24"0 HEAVY'I DUTY FRAME & OPEN GRATE COVER 0 V) � I F NE of 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER ,<�O; t'�+� N.T.S. � dmf Q of SOLID CONCRETE COVER OR OPEN 1 REINFORCED WELDED WIRE FABRIC 8'x12'/6x/6 ,� ���n A o GRATE AS DEVILED. 6'CONCRETE 2. ALL CONCRETE TO BE 4000PSI O 28 DAYS t 3. UTILITY LOCATIONS SHOWN ON THESE,DRAWINGS ARE g 0 2, BASED ON EXISTING UTILITY RECORDS.AND ARE APPROIOMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY % THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT E(/ o+ X24' :'1i4+�••t..+: BE SHOWN ON THE PLANS. .!(/ o DHDPE pRA p 4. ANY TRENCH, PIT, OR OTHER EXGVAMON THAT IS LEFT OPEN Faaa paa pin pin In P1 AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE NO EE PAYME WITH FENCES. BARR1GDEs'OTHER APPROVED METHODS. NT WILL BE MADE 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET 12' ®®® ® FIELD CON�DINITIOOR AVOID CONr1Gc{er WITH UTILITIES AS ORDERED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES BY THESEE REINFORCEMENT NOTE 1 0NML cryp * ` LZ S. � uRIR � ICT®Em ADEQUATE ANc�BE PROVIDEDUSING CONRETE ROOF LEADER SHEET PILING AS REQUIRED BLOCK, BRICK AND/OR 1:2 MORTAR MIX ®®®�gi i CAST IRON_ Ir 6/4/16 MF AS PER MEETING WITH SCOHS ON 4/26/16 ROD 7. USE TWO 2) INCH MINIMUM COVER ON ALL REINFORCING BARS DATE BY DESCRIPTION APPROV. BY o EXCAVATE AND BACKFILL 3 FEET ®®®�®® UNLESS NOTED, rq( BRANCH WITH BRASS OR / AROUND AND BELOW LEACHING If THREADED PLUG REVISIONS po RINGS WITH SUITABLE POROUS ® g E ® 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING o MATERIAL AS D�THE DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE 4' G>T IRON PIPE TOWN OF S 0 U T H 0 L D GENERAL PUBLIC EXPOSED TO THE-WARDS OF FALLING AND IX MIN, PMIL GRADE SUDE TITTLE 29 C� FIN EDERALRREM GULATIOO S.P�1926. �Y AND SUFFOLK N 30 HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT = I=I.I I= FIDDLER LANE MA PAYMENT WILL BE MADE FOR THIS OPERATION. p 15 9. IF CHIMNEY IS REQUIRED, MIN. WALL.THIGONE,SS 3'. SANITARY DETAILS I � 1 I to REINFORCEMENT F�6'-0'�-I 8•ADS Y sI.oPE o IS ,. STEEL I_ K Mc�EAN A8800IAT -8. P.C. s .+lm�RCED ON LEACHING SECTIONS WELDED WIRE FABRIC ROOF LEADER DOWNFALL DETAIL 601SlawO1 mWM�RL,MMM7IDAMV=11711 o L 8'-07!� LEACHING BASIN DETAILN.T.S. 5rwrd IM MF/CFD seer- AS NOTED Cl a W. MF Det- MAY 2015 2 > N.T.S. O> L) APna+a%, RGD FD.Nw 16031.000 u - NOTES PROPERTY 1 MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. OF 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM,LONG ISLAND ZONE. I OANNI S Z OUMA S 3. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED SITUATE AT LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE GREENPORT NEW YORK STATE EDUCATION LAW 4 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF TOWN OF SOUTHOLD THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. SUFFOLK COUNTY,NEW YORK 5. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS AREA OF PARCEL = 9,000± SQ.FT. OR 0.207± ACRE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 6. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 7 THE SURVEY CLOSES MATHEMATICALLY NIF N/F S. KELLY JR. IS TRUSTEE OF MANOUEL CHANGALIS JOHN THE KELLY FAMILY TRUST c N 84 5p'S011 E 100,00' PIPE V CS PIN 0 I —1 11 FE. POST _ 1 0.1' 35.1'- - - - - - X4.97 I� I — III �II c I I'II°� SII 11IIo 'II ' 1 9, • IL�5.48' J 1.99'11 0 �I 3 . 111 � Q 1235 ^II IIN �N NII 1 o to •+ � DIA. IIQ �.I I'� 36,1' — — 0 1.2' - - - W c a O` CONC. FOOTINGS 1204® - '11^ z w — 11 �w 2.76' 0 11�5.51' a SII o Q 3 I 2.75'/:' Q It ~ r I I o II• II ti ' 11� SII III N SII PIPE 1 ^II In III II � Z �I 1.84 rl cS 11 1_7_9'_=.=,C15-03' �jzn �11 zo A _ _ IIt. —J A 35,o II 5.� BILCO DOORS a CHIMNEY I� LELANDS ICU I U TOp FOUNDATION WALL \ - _ i ' I PIPE L•- 1'LELANDS r .100,00' S 84'50'50" .W _K=1500 - 4 c N/F PANAGIOTIS RODAMIS I Z4oN/FO M CANDACE KURTZ,N I 4 I� 1 1( SUFFOLK COUNTY REAL PROPERTY TAX MAP NO: V" 1v DISTRICT 1000 SECTION 036.00 BLOCK 02.00 v _ LOT 008.000 07/2712017 T.L.S. I REVISED SIDE OFFSET DIMENSION D.P.J. DATE BY, I DESCRIPTION APPROV. BY CERTIFIED TO: REVISIONS -F NEW y, 1 IOANNISZOUMAS Town of Southold � �.j ER Q 2.EAM LAND SERVICES,INC. Suffolk County, New York Co Q FQ� I 3.STEWART TITLE INSURANCE COMPANY 190 Fiddler Lane Greenport, New York * O > * I hereby rtify that this map was made from an actual survey t `u COM /a by me on 03/1 016 an 07/11/2017. FOUNDATION AS—BUILT SURVEY p L. K. McLEAN ASSOCIATES, P.C. �G• 0500�4��1CONSULTING ENGINEERS & LAND SURVEYORS SF 437 SO. COUNTRY ROAD, BROOKHAVEN. NEW YORK O LANDS DAN/ P JEDLICKA,P. NYSPLS No.50098 Field Survey BY J.L. Scale: V, = 20' Shoat No. Office Survey By. r.L.S. Data: JULY 13, 2017 71 .1 C.-Woult Vorking Folder\16031.000\Design Files\Survey\16031.000DFF_SUR_Fndtn Asbullt_Odeg 7/27/2017 1127 AN romaro Stillman Approved By. D.P.J. File No. 16031.000 PROP R T TF SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVt= IOANN ZO U APPROVAL OF CONSTRUCTED WORKS FOR S E ATM,4R A SINGLE FAMILY RESIDENCE G Date MAR i 2 2018 H.S.Ref.No.9 10. b - oo4 4 TOWN OF ty� The sevraEe disposal and water supply facilities at this Iccatcn have been SUFFOLK COUNTY, Inspected and/or certified by ft Depaftment or other agencies and found to be satisfactory FOR AMAXIMUMpF,,'4- BEDROOMS. AREA OF PARCEL = 9,000± SQ. T.- OR 0.2 T t4CRE Office of Wastewater Management TRUSTEEFTHE KELLY FAMILY TRUST O JOHN S. KELLY JR. AS DF G' " 100.00' PIPE c� N 84.50'50" E _ o :i FE. POST I PIN 0.2E u --- -------- ----- 'z FE, POST 0 _ _34.9_ _ — es9' 1� X0.4' E o CSO C OI i ry rL-IJ.e 4 -;, cis` �1 STONE DRIVEVAY I tT N/F MANGUEL CHANGALIS p STORY Q Q03 FR a, AME Lv ' 3W N> HOUSE & U ' GARAGE - U 3� j 1 LPCL W o -;oo `- PIPE W D Fr EL.-15.6 , O ko 1 _ ' g U/G IRR. - W LP a e72' ; BOXES O , JST - ------------ ----- "s q 0` —34 9� �``'� - �� PANAGIoII RODAMIS CHIM. I I� LELANDS to - CELLAR ,! \ ENT Ln I PIPE 4'LELANDS 100.00' PIPE S 8450'50" B.M.=1500 + CANDACE KURTZ II Ib a 0 Z NOTES 1 MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS SHOWN ARE REFERENCED TO LIBER 12618 OF DEEDS AT PAGE 682. fy 3. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. ,.� 4 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED p q LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. ti~ 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. M,gNy6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN dACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS x SF \ ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND C` T SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM ,Q THE SURVEY IS PREPARED AND ON HI$BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 8. THE SURVEY CLOSES MATHEMATICALLY OF NEw 0212612018 G.L.B. FINAL SURVEY D.P.J. ?f-TER✓ yO 07/27/2017 T.L.S. I REVISED SIDE OFFSET DIMENSION D.P.J. DATE BY DESCRIPTION JAPPROV. BY REVISIONS d , D CERTIFIED TO: Town of Southold Suffolk County, New York P7 I 1 IOANNISZOUMAS F2 �O 9� �O 2.EAM LAND SERVICES,INC. 190 Fiddler Lane S�. 0500 �� 3.STEWART TITLE INSURANCE COMPANY Greenport, New York OCgNO SVR FINAL SURVEY 1 hereb ertify that this map was made from an actual survey SUFFOLK COUNTY REAL PROPERTY TAX MAP NO: compo to by me on 0310/ 16 0711112017 and 02/26/2018. L. K. MCLEAN ASSOCIATES, P.C. DISTRICT 1000 CONSULTING ENGINEERS & LAND SURVEYORS SECTION 036.00 437 SO. COUNTRY ROAD, BROOKHAVEN. NEW YORK BLOCK 02.00 Fwd Survey BY J.L. Score: 1" = 20' Snsal No. LOT 008.000 DANIEL P JEDL CKA, .L. . NYSPLS No.50098 V office Sarvey By. G.L.B. Date: JULY 13, 2017 1 C'\Vault Vorking Folder\16031.000\Design rites\Survey\16031.000_DFF_SUR-Final Survey_adwg 3/1/20(8 9'08 AM Glenn Brewster Approved By. D.P.J. File No. 16031.000 I REVISIONS PLUMBER CERTIFICATION APP►OVER AS 140 ED CCUPANCY OR Q ON LEAD CONTENT BEFORE. DATE: 7g.7; P.# 6 CERTIFICATE OF OCCUPANCY USE IS UNLAWFUL A SOLDER USED IN COATER NC�IFY BUILDING DEPARTMENT AT ITHOUT CERTIFICAE BY: TE �j o F4 ° SUPPLY SYSTEM CANNOT 7E-1802 8 AM TO 4 PM FOR THE 1 S 509'1011 E 90.0' OF OCCUPANCY Co� � rn o EXCEED'21 OF l% LEA[?. FO�LOWNG INSPECT!C)NS: 1. POUNQATION - T ,'O RECITRED 12.1' -OR FOUREQ C%';CRE i E - 1-2 - DARK - ' -' 11.6' BROWN LOAM 2. --•---•- --•--- --•--- -- --------- 2. r�OUGH - FFH I,r'Ii 1G & PLUMBING •---•---•-- -•---•---•----�-=--•---•---•---• - - O 3. IN• ULATION -'-- - X---�-- BROWN SILT(ML) AL COP :'. ;TAN MUST ELECTRICAL ' _ - t5y' - , 4. F co �Ptr � '^� c.o. �� ECTION REQUIRED _ � ' _ _ -------- 9.1' _ 11%4.aP - _ - ALL CONSTRUCTION SHALL MEET THE O ; _ - - - !_ REQUIREMENTS OF THE CODES OF NEW 0 -� // 12 � p I � YORK STATE. NOT RESPONSIBLE FOR 0 _ / /-- -,6 - _ - - - - - - - - - '- !-- DESIGN OR CONSTRUCTION ERRORS. BROWN FINE TO ©"AA!,'lArF RISFECTIO¢IS .IRE"PF-!QU, i 1 � J DW COURSE SAND(SW) Caontart TCS Englne=.-log at 755-15f0 before r-^l.flll, oFt >=rcviF,: ngfr er's Certiffaaflon ' -- ' \ ' U that thy►drainage i ias i3r-ei;;ilSfai;uc:iG Cade. _ 1 , N � I DW a �I• � e .,PLUP�IBING / / 'I I-4 M 'ALL PLUMBING WASTE _i / / ! ' !- _ (HIGHEST EXPECTED GROUBDWATER &WATER LINES NEED / I i � Zj '2 Z � 1.3' USGS WELL 5167.832) TCSTING:EEFORF CO\IERIPdG,, _i ( i i 1.01 (ENCOUNTERED WATER)WATER IN PALE _ I' aG BROWN TO FINE TO COURSES 'p'(1n Pjj� .P.nCjjt..a F:"�QL!IFi"� ' :�I r - I STOOP / I i (j M ff _' I ' I�- TEST HOLE 414A ,� 0 12.6' `ti' $ •`P' 13.s 25.2' (� DATA FROM McDONALD GEOSCIENCE {I ' ' I ' s 2/26/2016 _1 12 j 5 ! N I I ! COMPLY WITH ALL CODES OF 16.5' ' NEW YORK STATE & TOWN CODES ' AS REQUIRED AND CONDITIONS ggAY BAY W SILT FENCING !! ! 'a I Fglflfl LIMITS OF CLEARING TO BE INGBOARDNO MORE THAN 20' FROM -�_____♦`_ ' I� MI 2 STORY HOUSE N PROPOSED WORK AS I I N ! GARAGE ; I Ifl TRTRUST_EES SO��.QINDICATED ON SITE PLAN '� I • i i I 1215 14.3' i I L- r/1 SITE DATA: SCTM # 1000-36-2-08 ! ►r� PORCH I ► _ DESCRIPTION: PROPOSED: LOT COVERAGE: EXCAVATE: FILL: 17.3' 23.2 I ► Q� d PROPERTY: 9000 SQ.FT. - _ 1�O.O' I - - - - - - STOOP I � ESTIMATED AREA OF 8000 SQ.FT. - - _i !! II 1�3 CON STRUCTION DUMPSTER GROUND DISTURBANCE: \ TO REMAIN Q/N SITE FOR / a W / I DURA ION OF CONSTRUCTION �- O bIn HOUSE: 1403.8 SQ.FT. 15.6% 600 CU.YD. 100 CU.YD. O I I \ i/ \ - I , O I I I ST ^ -� I, LP I PORCH: 78.8 SQ.FT. 0.1% 2 CU.YD. 1 CU.YD. 0 _ ( 0 / ' 00 PROPSED SEPTIC SYSTEM: - 150 CU.YD. 50 CU.YD. , I / I LP \ , z1p Lu ' PROPOSED DRYWELLS: - 7 CU.YD. 2 CU.YD. \ 12.E F PORT-A-LAV TO REMAIN )� ON SITE FOR DURATION TOTAL: 1482.6 SQ.FT. 15.7% 757 CU.YD. 153 CU.YD. i' OF CONSTRUCTION i 1 EP ) F_ TEST HOLE r- rrrr � \ I _ -r--r--r--r--r-�rrt�--r--r-- - -� -- -- --r--r--r- � MEETS&BOUNDS BY: L.K.McIEAN ASSOCIATES SURVEY DATE: 03/2016 _ - \ / u W 90.0' N 509'10" W , , ' J Z STORM WATER MANAGEMENT DETAILS WATER ` _ J �r ' ry C METER N.T.S. - p a ROOF AREA:1720.4 SO.FT. 1�. 1T.S AT 100%WATER RUNOFF:287.3 CU.FT. 770 c) uj PROVIDE(2)V DIA WE X 4•DEEP DRYWELLS LLS CAPACITY:338 CU.FT. F Q W�� 0DDLER LANE _ nI;FF fI1TTER-STANDARD 5" a NOTES: , ".. 1).EXECUTION. A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ell 2).PREPARATION: / A).PREP SURFACE THOROUGHLY PRIOR TO RECOMMENDED B. 8).PREPARE SURfACFS USING METHODS RECOMMENDED eV THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. ! _ C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILARP. ; `�-� � tx DRAWN: MH/MS METALS WITH PROTECTIVE BACKING PAINT. SITE PLAN3.INSTALLATION: .� a SCALE: 1/4"=1'-0" A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, 1).GUTTER TO BE PITCHED TOWARDS LEADER I-TO 2'FOR EVERY 40'OF RUN. .b .. JOB#: 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:RASH AND SOLDER GLITTERS TO DOWNSPOUTS AND ACCESSORIES. II ' 8).ALUMINUM,RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT SCALE i - 10 -O , f •q�jj ( June EE 2017 *,v� 1e/':� SHEET NUMBER: (ANNEC 3).CONNECT DOWNS POUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL -X, �Ca�uN CONNECTION WATE 17GHT. •�A-•'': DRY WELLS TO BE 10'MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLEDPRODUCTS UNTIL COMPLETION OF PROJECT. 8j.TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 4 � O C O O REVISIONS O 77 PC Jill e•-I N H � x ~ - o O I w O I N OIJI w -- -- Q W 1111111 Jill 1111111 Il a Q , . o o 1 o a a I o ilL a % %dl% PROPOSED WEST ELEVATION z SCALE: 1/4" = P } � z � w � J 0 D � O u- Z CD W iC ,' DRAWN: MH/MS ,,SCALE: 1/4"=1'-0" JOB#: tai �► * #,'�' May 19,2017 : . .,. ''� • ' �����t SHEET NUMBER: " REVISIONS 0 ji N a M M W- - _ - - -• - - - - -- - - - - tu IC ----- CCC C000 Ll CCC z - O w N ==C11Q IL - o CCC�C�C _ a 0 I - - �C_C_ -- - - V MIX V W PROPOSED SOUTH ELEVATION z J � z SCALE: 1/4" = 1' [—+ W 0 00 Oz z C) w h A A CA DRAWN: MH 1 MS ,a • �' •,, SCALE: 1/4"=1'-0" JOB#: ®Q' May 19,2017 SHEET NUMBER: OF NG/ A-2 REVISIONS 0 N H � U ^ Ln co O to `" zz � m v .E.r �CL=c 777 a 0 DI I PH I ji I EEE T►•� r�l V W PROPOSED EAST ELEVATION � z SCALE: 1/4" = V w F. � 0 z � w rf ,'' '�9 tiFl.lsrd DRAWN: MH/MS SCALE: 1/4"=1'-0" jzr r Fitt x �� JOB#: ��e-� r May 19,2017., SHEET NUMBER: REVISIONS Off°o 0O D 0 - - - - - - - - - - - - - - - - - �- co LIZ C3 U co v co z ,s O � z o C cV Mo ^W W - - - - CA O L LL o z o w � o o C4 o� PROPOSED NORTH ELEVATION z SCALE: 1/4" = 1' � z w J � c O D d rn W DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: x.. �,.�mr�•,z�:�i: � ...�?' •:x;,f,: �, 04/21/2017 SHEET NUMBER: R REVISIONS AB 16'-61/2" 1 38,-0„ 12'-7" 12'-0" 13'-5" " 1/z -0» 8�/z -8� " O012'-5" 3'-3" 1 �/ 6'-8 ' " ' ' " ' oO O 0 --------- (3)2X8 ACQ GIRDER 0 12"dia.CONC.PIER 11 min.3'BELOW GRADE 1 1 Dr i' 0 --------------------- ' --------------- �R281 -------------- -------------- --�4R281--- ---------- -� p .' \\ � � --A , O I • 7 . D d • pr �d . D d /�' `\\ • r �d . D d . - p• d • D d • 7'-4" � I ------------------------------- ---- -------------------------------- D ,�] ., I I t • I M ^ ____________ ______________ _ / -___-__-_______--__- /� p1 >� ' . d D d • p . d D d • p 'I d t °. . d D d • p .•` I U - I d •-----------------,-------------------------- •'• 1 I , I I 4• I I I I I I - � � f\ Lo I I ' • I �' U e-1 I i I 1 ^ ^V' I I I .V I \ \ � � • • .� d D d r � p � . 1 I I I D • 1 000021 I I I I I I I in I I I - • I r' I d I I ' I � I I 4 I I ^ � IF° I C• I I I I I I I O •V I Lo I 7P-4" 70-4" 7 -33/4 7 4 7 -4 I GARAGE '--------- •----------+ •----------+ •----------+ : ---- ' I I I 1 1 LALLY COLUMN 1 LALLY CCDLUMN I LALLY C�JLUMN I LALLY COLUMN I I I 42"X42"X12"FG. 42"X42"X2"FG. 42"X42" ,2"FTG. 42"X42"X12"FTG. ;O =-- - C 7rl r� CC CCC_=====C== _ C====�____ I N N /--� N i oa (3 9-1/2 ML GIRDER d)9-1/2 ML GIRDER ' (3)9-1/2 ML GIRDED (3)9-1'2 ML GIRbER (3)9-1/2 ML GIRDER I Q a I I I D f I i I ' I C I 4• I 1 1 1 I ----------- E ----------E I ------ .--- ------------------------� a I •' I C I -• Cq I I I co I I I r/1 I I O I . I Fv-• i .v , I (2)1-3/4X11-7/8ML - --------------I p I O 1� I Q L Q I 'f' _ _ I I I I I I 1�� ^I It I I I I ♦v . • V Q p a .v . • 777777 dp a ry I I 1 1 I 1 M •— M -r_________________________ ______________1 — __ __r_ I 1 I I 1 p I 3> >, 1 cD I I I 1 1 I '�' ILL I I I I 1 , 1 1 1 Q I • I ° ; V I i I I I 1 IV% I � I (c) I v 1 ip I • I ` 12"dia.CONC.PIER i a i ----- _ 1 1 1 00 I I I V 1I I I w/24"X24"X12"FTG. CN ° min.T BELOW GRADE I i(2)2X8 ----_ -.F ------- - ------•---- ------------- ------ -------------------------------- --------------------------------------------------- ±======== p 4 pa 777 a p ----------- -_------- -------- °V IIr - I 1 1 1 IV I O 1 0 1 I 1 1 `Ct OD-A-H (2 2XSACf_G1RDEIZ ' 12"dia.CONC.PIER__ ___________ min.3'BELOW GRADE `./ W Z 1 -4A' 14'-3" 1 41/1" 4'-31/2" 6'-0" 4'-31/2" 9'-5" 7'-0" 6'-61/2" a J 1- � Z 17 0" 14'-7" 22'-111/2" 1 00 O u- Z A B ' M 1).8"THICK POURED CONCRETE FOUNDATION,HEIGHT AT 8'-0". 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, FOUNDATION PLANEXTERIRE IDENOTIAOL CODE W THONS A BITUMINOUS COATITO BE NG. AS PER N.Y.S. MINIMUMI7O"NMBEDMENT INTOS AND SPLICEDITHE CON RETE.ANCHOROTO HAVE A LTS EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. - SCALE: 1/4" = 1' " 2). FOUNDATION TO HAVE 16 X8"CONCRETE(2X4)KEYWAY IN FOOTING. n FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE '� C -'. �Y,, �;� DRAWN: MH/MS E UNDISTURBED SOIL. BLOCKING AT 8'-0"O.C. (MAX.)AND MIDSPAN. L1 `�� �. SCALE: 1/4"=1'-0" 3).FOUNDATION SLAB TO BE 4"THICK CONCRETE(1YP). 7).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL p 'jJ .� JOB#: PROJECT NORTH ' SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS, � ,::�r,_, "� �� 04/21/2017 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATE TO BE 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-I t $" tll <. as SHEET NUMBER: W INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL GASKET. JOISTS OR STEEL JOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF STANDARD4 �'� ? TA WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). �•� .�'' ; .� A�s p REVISIONS A B 54'-61/2" ---------- ------------ ---------- ------------ 16'-61/2" 38'-0" 12'-7" -0 8t-02' -0 13'-5" !, 14'-01/2" 2'-6" 6'-81/2" 5'-101/2 6'-81/2" 6'-81h" FWG60611L O (2)2X8 HDR I p TW2832-22X8 @16"OC TW3046-2 I N --------------------------------- (3) ---- ---- - - 3'-0" (3) (3)1-3/4X11-7/8 ML FLUSH BEAM (3)2 10 DF#2 HDR O O DW O o 2X1Q H b = - o O0 N (D FO O N r a M c-i o 0 Lo O 00 2' „ w 0 v K Z U o.1 of o0 0- ------------- O d - --f)I-_3i4XWIWT[ - -------------- ® a $ M -- "----"- ------'- --'---- ----'� --- FLUSH BEAM rn :01 O Q U N � f(o a � KITCHEN Q o `�' z Lo n 1 FTJ11230 WoQD-I F, r DINING ROOM 0 R 12 4 1l'-7/2 7 —1 6 0/2 PREFAB F.PLACE --- ------- -------- ------------- -----------------'-------------- ------------ - - ----- ,------ - - -- - - - pp --- ------- -------- -_------_-------- ----------------------------------- 5f- ------------------------ ------ ------------ --- -- ------ --------- ARA - � cV 5 8" X FIRE RATED SH O K 3'-4„ (2)2X10 HDR 5'-61/4" 31 " 5'-93/4" `~ WALLS AND CEIL i = 4'-0" 4'O" - x _________ 1-3 4X11-7 8 ML FLUSH-EA_ _ _ _- - x cD C2)2X1Q HDR (2)2X10 HDR N w ---- MLIDROOM --------------- L�' N Z O _ X11 8MLFLUSH 6 O r-a N o - - - a ko , 2)2X10 H z , N N ;o oW O N I r N c O Ic a N min FIRE RATED D4)OR 3'-0" , ' I (D I O w w/SC HINGES,STEEL IAMB 1/2� ENTRY i � BATH � A-4 E-+ O PORCH , , , ' ' �E ^N Ln LC) 8X8 COLUMN0 (3)1.3/4X11-7/8 ML HEADER ; (3)2X12 DF#2 GIRDER `✓ 'O( ) Xt DF#2 R (2)2X10 HDR 14'-0" 1/4-3/0-1/4X6/8 TW2436 O 7'-0" 4 - ----- ----------- _ } 8'-6" 8'-6" 7'-31/2" 7'-31/2" 12'-11" -- - 6'- 11h" 3'-1" >�.,; So AMc �{ -------- ----------- 1N SCy 17,-0" 14'-7" 22'-111/2" / '�%! w�9,� A V w 54'-61/2„ Lu <,. ;r Z Lu p �T [233q A B - E,o�= N��a� Q LLz v w 1).USE 3/4”T&G ADVANTECH ENGINEERED SUB FLOORING,INSTALLED WITH 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS v 1 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, MANUFACTURE'S INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. NAME AREA PROPOSED 1ST. FLOOR PLAN 2)•PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE i i 1t 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING DRAWN: MH/MS 1ST. FLOOR CONDITIONED SPACE: 963.3 sq ft. SCALE: 1/411 = HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. SCALE: 1/4"=I'-0" 2ND. FLOOR CONDITIONED SPACE: 1131.5 sq. ft. 5).DOUBL€UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 9) WALLS:R20,INSULATATIOFLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30SS OTHERWISE NOTED:CEILING/ F:R49,EXT. JOB#: DW ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. May l9,2017 TOTAL' 2095.1 $ ft. P ROJ ECT N 0 RTH 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. SHEET NUMBER: q• 6).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK SHEEfROCK. STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. A�6 REVISIONS A B 54'-61/2" 16'-61/2" 38'-0" 6'-81/2" 11 -101/2" 12'-3" 7'-2" TW3046-2 TW3046-2 TW3046-2 O°o 0°0 0 I (3)2X8 DF#2 HEADER (3)2X8 DF#2 HEADER ( )2X8 DF#2 HEADER T-7 1/2"PLT.HT. M ATTIC HEIGHTTBD N m MASTER BEDROOM ¢ BEDROOM # 2 BEDROOM # 3LL aI1 m 2X6 WALL x \ K w LINEN In 4'-0" 14'-4" 4'-6" 6'-6" 4'-6" 6'-6" o 10'-1„ 6, 0„ I u In m 4'-0" o ;- MASTER BATH NA N ----------------- � o oS= 0 =o 2'6" 2'-6" I CA x 2'-6" 2'-6" ( J 2X6 HDR I (2)2X6 HDR (2)2X6 HDR (2)2X6 DR rl -. N In d I I STAIR HALL I = -2 6'-2"6'-2" 5'-1" 5'-0" 4'K 01, -8" 14'-7�h" Ln 7'-5" X o Ll I I X ALL 2'-0" ---- ---------- I 0 I 3'h RAILING W Ii 2'-4" 2'-4" Qo N I ♦♦ , zC WALK-IN 721^ a I ATTIC CLOSET BATH o r INFN o Q O I W '00 I � � „ � I O I � , , , , , , z rl 0 La J (2) X8 H i i i i i m JI/2'1'-71/2”PLT.HT. )2X8 H R N TE PERE (L2)2X8 H R F-c� CANTILEVER DORMER CANTILEVER DORMER OR PAD OUT TW2636 OR PAD OUT 6"BEYOND WALL TW3042 TW3042 6"BEYOND WALL 5-0" 5-0" 5'-11/4" 5'-03/a" 5-0" 5'-0" 2'-9" 10'-0" 10'-2" 10'-0" 2'-9" 16'-61/2" 35'-8" 2'-4" 54'-61/2" A B z Q Z PROPOSED 2ND. FLOOR PLAN �' 0 0 i 11 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Z SCALE. 1/4 — 1 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING O O W E MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ' \ C) W 2).PLATE AND CEILING HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 8).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD.ATTIC STAIR v W 5 PROJECT NORTH " (OR ACCESS OPENING)TO BE MIN.30"WIDE,250#CAPACITY. 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 9).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,EXT. W 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 tee+,..'°" �s'°. "lk 4 5).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS UNLESS 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. .�' `IN S� � OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 1 .1 tC. NAME AREA ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE � DRAWN: MH/MS `� .fig �y MICROLAM HEADERS. AREAS. a "4 � '' =` SCALE: 1/4"=1,-0" 1ST. FLOOR CONDITIONED SPACE: 963.3 sq 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. ft. yggt ,< JOB#: (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, •.'{, " r g -a�_ 04/21/2017 FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. ' " SHEET NUMBER: 2ND. FLOOR CONDITIONED SPACE: 1131.8 sq. ft. PER CODE. �r� .. fix. TOTAL: 12095.1 sq. ft. :o� A�7 REVISIONS B 12 12 A -------- 2X12 ti @-Ib"E_SC ------rc .. ------------------------------------- - ------- - - 0 -------------------------------------------- I I w I I I I I I 1I 1 1 • 1 1 I I I I i , I 1 I 0 12 l i i i 12Cl I 1 i 8 1/2 1 I I I I 1 1 ' 12 I I 1 I +/- 1 1 I 1 ti n I I I I I I I ' 1 `----- --------------- --------------------- -JI II II I .N lO r----- ----------------------+ r-------------- 11 a M 1 I I I 1 I I I , I ; � P. ' : 11 I x U C �, I `-------------- - iI II tl I V N 1 ; `--------------- CH cJ) O - I I 1 I I I I x 1 1 1 1 I I 11 II II Ir------------------, I Ir------------------+ 1 1 I I 1 1 I I 1 1 I I 1-3/014 ML RIDGE I I 1 1 1-3/014 ML RIDGE 1 1 1 I I I I I 11 i , I 12 11 1 I t I 1 t l I rJ" 1/2 I , ------------------------- -----j •____________ ___+ ---------------•- ---- ' ___ __________________ ___________________ _ ____ ____ ' 1 I 1 ' z 1 I I I r ______-._-__--_--+ I I r___-_--.____.--� 11 I , w '12 12 a�c� t l �k'' 1 1 1 12 w 1 1 I i P 11 G 1 I Q i G 1 I 12 • , 1 I I .1, 11 !! I I r� I , l 1 1 i ���jjj ry} 11 12 I I 112 ; 1 1 �W/� w p� 1 , I , V1 O W 1 I I I I I I I I I I I O 10 1 I ; 1 ; 1 2X10 R� I 1 , 1 1 1 1 1 1 I I O @16 I ( I 1 @16 OC 1 ( 1 ------ ---- `-------------------- --------------- ----- ------ ----- ------------------------------ --- --- ry-J, `------------- ----`----- -T r- -------------------------- T r- ---- --- L ^1""1 -------------- ----------'----� �-------------- --------------- -------------- 12 ------------- -------------- h+i 12 R 12 AL 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING PROPOSED ROOF PLAN MUST L DRY AND CLEAN PRIOR FT INSTALLING ELEMENTS AT EN. 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER, WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS ` SCALE. i 1i 1 COMPLETE. V W/4II _ 1 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS w (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. Q STORM WATER MANAGEMENT DETAILS FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. USE GALVANIZED(ZINC COATED)ROOFING NAILS,it-12 GAUGE WITH AT J }- E PER CODE. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. or Z P ROJECT N 0 RTH USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT N07 W of ROOF AREA:1720.4 SO.FT. N.T.S. S 4).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. CUTTING INTO SHINGLE SURFACE. Q � PROVIDE WATER DIALRUNOFF:287.3 PDRYU.FT. 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 10).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 PROVIDE(2) CAPACITY:33 CU.FT.IS W DIRECTLY TO THE DECK ALONG EAVES. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA O Z DRvwEuscAPacm:33Bcu.Fr. RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. C) lw 6).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO � W CONCEAL VENT. • OGEE GUTTER-STANDARD 5" NOTES: 7).ICE&WATER BARRIER TO BE USED IN ALL VALUES.RIDGES,INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 11).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. A).DO 1). NOT A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: / A).CLEAN SURFACE CES USING M PRIOR TO INSTALLATION. B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR �e A04MNG THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR La '"� �+". CL METALS WITH PROTECTIVE BACKING PAINT. ' Y 3.INSTALLATION: /' ,` V ,l"7 A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. DRAWN: MH/MS 1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40'OF RUN. 4( ]).SHEACCESR/LLEAD:LENGTHS FIASH AND SOLDER�GUTTERS TORTIGHT JOINTS. SCALE: 1/4"=1'-0" DOWNSPOUTS AND x � IES B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT a a a .:""",t,s I( JOB#: \ CONNECTORS. \� 3).CONNECT DOWNSPOUTSTO STORM SEWER SYSTEM AS INDICATED.SEAL t CONNECTION WATERTIGHT. ��f A' tI May 19,2017 DRY WELLS TO BE 10'MIN. 4).PROTECTION: SHEET NUMBER: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE B).TPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION • 0 - 0 c e O Frr Fr� ., A�8 "� -__ .. REVISIONS - — - — - — - — - — - — - — - — - — - — - 1-3/4X14 ML RIDGE O • • R49 oo O a 0 2X8CJ @16"OC 12 - -- - - 12 MASTER BATH �+ 110 . `� ATTIC c� 6a - N `M O(� "cf ti m n .� Cn IU.1 m ti ' � m ATTIC .4 I - m 0 2 w 7�111 1111 (2)11-7/8 111-7/8 TJ1230 (2)11-7/8 5/8"TYPE-X SHEETROCK ° ML @16"OC ML WALLS AND CEILING i GARAGE 45min.F/R DOOR I 2X6 ACQ PLATE w SILL SEAL, —- -— O TERMITE SHIELD �-� a a a a a11 F - -_ -- U • 4"CONC.SLAB,REINFORCED(TYP) 41 O 8"PC WALL 4 F--I H e w � a u 16"X8"CONC.FTG. (2)#5 REBAR SECTION A-A. a Q SCALE: 1/4" = V ri 2. FASTENER TYPE: SPACING: No.a WOOD-SCREW BASED ANCHOR WITH 16'OC I II �I�III 2m.EMRTDMENT LENGTH ///��� I BASED WOODS WITH I I l / \ I BASED ANCHOR WITH 16"O< t f / tin.EMBEDMENT LENGTH f II II I r--1 1/4in da.LAGSCREW 1IIJ BASED ANCHOR WITH 16"OC 2m.EMBEDMENT LENGTH I I I I _ I ( 1 I I �1 1 I I I1 — • I — •• I III, I I I1 w 3/4"APA PLYWOOD z 1 I1\1 SHEATHING 1/2'APA RATED SHEATHING I 1 GRADE PLYWOOD (ALTERNATWIVE.7/16"O.S.B.) , i • I I I \ I Ij I \ I ( 1 I ® I I 1 1 1 1 / Z IR"APA RATED SHEATHING j t (RTTEERNATIVIVE:7/16"O.S.B.) I IF I Q N I I I I ❑ O CL ® FASTENER TYPE: SPACING: I I / ( LL Z� 2X4 DFA2 ' � I I ( I ( I p No.9_ANC_CREW I STUDS ( I I ' BASED ANDHOR WITH 70.OC I I 1 BI I WINDOW$ILL tin EMBEDMENT LENGTH ' I I I / I TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ` \ f f 9' BASED ANCHOR WITH 12"OC ' I I I 1 I I f PANEL SPAN EQUAL OR SMALLER z n.EMBEDMENT LENGTH I ,I I ( I I I I I I O I I I I I THAN 4 FEET 1/4m ma.LAGscREW II I I f I BASED ANCHOR WITH 16'OC f f f f tin.EMBEDMENT LENGTH TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBUEs FASTENER TYPE: SPACING: ..: . PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED No.B WOOD-SCREW S�y � C D A AND EQUAL OR SMALLER TOGETHER WITH STAiNEE 555TEEL BASED ANCHOR WITH a^oc Sj '�C, THAN 6 FEET OR GALVINIIED BATS W/WASHE0.5 tin.EMBEDMENT LENGTH AND NUTS @ 2'-0'O.C. IN'S No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9.Oc H 0 •\ DRAWN: MH/MS tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET t' 1/4m.da LAGSCREw '$ SCALE: 1/4"=1'-0" AND EQUAL OR SMALLER BASED ANCHOR WITH yf` -n THAN8FEET 2n.EMBEDMENT a 4_TY'L0. ' L Por }' 04/22 1/2017 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ; AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) , Ma�e SHEET NUMBER: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" r-339 'o ' AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TOF ^ -^�• 1 '` COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. A�9 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS - - - - - - - - - - - - - - - - - - - - - - - - ��- - o�o- 1-:3/4X14 MIL RIDGE l �pC- 12 R@'�6 1/2 _ R49 vVO°o O°OD 0 2X8 DF#2 CJ @16-OC 0 ti N BEDROOM No. 2 STAIR HALL 0i U NOTCH RRs v Z I FOR WDW. z FLASHING OVER N �e SHTG.(TYPICAL) y+`1eoo 3/4"SUBFLOOR — - - — U � m 2 6 @16"oc L 11-7/8 TJI560 @16"OC(12-OC @ LVG.P-M.) ` BUILD UP HEIGHT (3)1-3/4X11-7/8 ML FLUSH BEAM FOR SOFFIT TO MATCH MAIN HOUSE DINING ROOM 2X10 LANDING(TYP) I 3L4'SUBFLOOR NG 5/4 DECKING 2X8 ACQ @16-OC 11-7/8 TJ1560 FJ @16"OC (2)2X8 ACQ — - — 1,4.. • Foi • 41' D 12"dia. �, (3)94/2 ML O CD ►tia CONC. D GIRDER D• [~� r� �pW PIER .1 ,*v U f- a; a; 8"PC WALL O O LALLY 2X10 LANDING(TYP) DAMPPROOF aI a/ COLUMN P� D D, ~ 4X4 POST (TYP) a' 4"CONC.SLAB a' v• vs �'v�s v= s 16"X8"CONC.FTG. 3'X3'Xl' (2)#5 REBAR CONC.FTG. 3 SECTION B-B 14 11/4 1 „/4 j1/4j , , „/4 ,1/a ,,,2SCALE: 1/4 ' = 1' 7E—, LAV. IAV. LAV. W.G. l I \./ w SHC WER BAH Z Q J >- 11AA—A-- 3 2 PRESCRIPTIVE DESIGN PER R402, 2015 IECC: ly z HC.O.I 2 w I.-:71/4 11/4 C.O. J go 3 FLOOR SPACE R30 CEILING 49 Q O R-VALUE R-VALUE: /`� �_ a 11/4 O L- Z 41114 1,/2 11/4 *EXCEPTION FLOORS: — C) IWIF FRAMING MEMBER IS R19 FEU- ACTOR:N 0.30 W C LAV I3. TOO SMALL W rl F.A.I. T^ C7 GLAZED SLAB(HEATED) (2'PERIMIETER): R10 FENESTRATION NR 2 111/2LI) 11/4 SHCR: C.O.I I C.O. 3 3 FRAMED WALL SKYLIGHT R-VALUE: R20 U-FACTOR: 0.55 ,q+. + 1 ✓y; '> _ � ��I14Sc `�$ DRAWN: MH/MS 4 BASEMENT WALL6`Ci a SLOPE 1/4 PER FOOT PITCH TO DRAIN (CONDITIONED SPACE) 15/19 - f '14 SCALE: 1/411=11-011 " TO APROVED P7� +� 4"C.I. SEPTIC SYSTEM < J'••;.�-�-. *�' raL "I JOB#: TRAP HOUSE R-VALUE: `$ ��' a' y.. "�r ,aqt 04/21/2017 ,.?,. SHEET NUMBER: PLUMBING SCHEMATIC �`,. � 0 �.. �• `x'2'233 .� of NSAA- 10 N.T.S. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD lz BOTTOM PLATE 0 RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON r LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USPNUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 i8ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ~ THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC N WALL STUD THROUGH-ROOF EXHAUST - I� VENTS SELECTED AND tj ti �t LOCATED BY CONTRACTOR t METAL STRAP VENTILATION CHANNEL U _ ° °p RIM BOARD RAFTER L o AS REQUIRED ( ) RAFTERS MAINTAIN rt "u• n SILL PLATES VENTILATION j WOOD JOIST FOUNDATION TOP PLATE BLOCKING 2x4 LEDGER BLOCKING t 2x4 SOFFIT JOIST 0 STAPPING TO BE ATTACHED TO WALL STUDS 048"OCATTIC AND ALL WINDOW/DOOR OPENING JACK STUDS MNIMUMHALL NFT BRFFRVENTILATWGHAREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFI7/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF I/4 INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / `��• 4" - 6" RAFTER RT1O 10-3/4" x i8ga. TYDOIWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOIWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLO i so w RAFTER 'aaaq'�-1 It �D L4 \/ Fq !�� E_ O W WOOD JOIST hal 0 H W TOP PLATE GIRDER/HEADER U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC /� � WOOD JOIST O AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD • 1� F_ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION O C/] INSTALL 4'0" O.C. F^-�i/ 114 4" - 8" LSTA35 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION r1 Q ON ALL OPENINGS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. U INSTALL 4'0" O.C. (RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD I �"-- SILL GASKET ' t r I TYP. CONC. FOUNDATIONA ` GRANULAR FILL CONC. SLAB � � r , t I DAMPPROOF EXTERIOR ( 6 MIL. POLY • V., t y , , t 6Mil POLY ON EXTERIOR _ �•p -f • V STEEL COLUMN � I l 1 e A • ,. C C o GONG. SLAB I p r•° v ANCHOR BOLT EMBEDMENT: r•• ( n )•e POURED CONCRETE: 7" e y 1 . COMPACT FILL :° r BLOCK WALL: 15" e a KEYWAY FOOTING o V A • • G • V r • � �'p .• p L� CONC. FTG. •p Q•p s� USE NTH 30 SQUARE WASHERS ` W • t ;O ANCHOR BOLT CONNECTION (U'SP LBPS58 OR BP583) p 0 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT �r I I I ~— Z DRAIN TILE p • ANCHOR BOLT CONNECTION Q SUPPORTING MAXIMUM SPACING _ r t SILL PLATE TO FOUNDATION 1 STORY 72" OC } CRAWL SPACE OR FOUNDATION ()� Z Lij TYPICAL GONG. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC Q ry WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1_2 STORIES 57" OC 0 O SLAB-ON-GRADE O a- Z SUBFLOOR ' \ a) LW CONG. SLAB DOOR FRAME V X 6X6 10/10 WWM GARAGE JOIST �^ COMPACT FILL i DOOR USE 2X8 V�STEEL BEAM 1 t ^� FOR BLOCKOUT 4" SLAB • ,• ,• ,• �` W/ 6X6 WMM \ SLOPE P.T. PLATE . w'y:4'f•'M�,.g rzl4 � _ 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT. rF. yw�'" " � `~0.� < 1 • ° 1 2" (WITH A NAILING PLATE IF NEEDED) 7 ' '. '. � •�,Q� ,•p ."` ' a• :• ••• ° • TO BE APROX. 1/2" OR HIGHER THAN-•Ay �y �� `��"• GRADE • 4 t' _Q-?--•T-j-- • a • d •` d r�••� t, .•O t °D �• ( STEEL BEAM TO ALLOW FOR SHRINKA 4 ' f,�iitl r.91 �� � D • G • . • PROVIDE STRAPPING TO KEEP JOISTS A 44 •l7 `• _ J T ��s DRAWN: MH/MS p c•a A - 4i i 6X6 W.W.M. •; — ; — �•— — r. s _In , s' D 'e 12" s �D "s D Q Q Q^ • p p O ° t FL rye �p1 �! n= r n MIN. e�S °• e '" l!'e A. '� •° ��`� t , • ,. ° <•017''1 �.1 �j'� SCALE: 1/4 1-0 • II—II a REINFORCING BAR •D ° REINFORCING BAR ° e p�e•e t 5T �• DRAIN TILE I� ►I . G 1, e p s = ~ t►" 12" e :• L• . S pTEEL ,,;• � JOB#: z ;` 04/21/2017 e. •r ATS (BO�'S,a:ELhi SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. o" .-,'r �' .«*� 'L'' (} (� •'-. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT0 Ns �� X1233 d A- 1 REVISIONS " WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ` CODE: 2015 IRC 2016 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT 4"MAX. GROUNE WIND SEISMICFROST I I WINTER ICESHIELD yyy111 KING STUDS SNOW SPEED DESIGN WE, THERIN LINE TERMITE DECAY DESIGN UNDERLAYMENI HAZARDS TT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 4"DIA.MAXIMUM 55��l - 20 PSF 130 8 SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE RAFTER CRIPPLE STUD LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: °o o°O ).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. 0 II fasteners,hangers and anchors to be galvinized or stainless steel. z ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts RAFTER JACK STUDS PIirders on concrete piers shall be anchored with proper steel connectors anchored mzi into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete RAFTER-TO-LEDGER CONNECTION footing,Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft.below grade. LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16-OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 4).Deck joists to have blocking at TO o.c.. O LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGERAPPLY TO EACH RAFTER/LEDGER JALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD STAIR RAILING ).Flashing shall be installed between the building and ledger.Lapping up the sheathing s L ROOF LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER JAPPLY TO EACH RAFTER(LEDGE(lEDGEF 1ALLOPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers M and nuts at 16"o.c. 1-1/2"SPACE 6).Concrete piers shall be a minimum 6"above grade. Nj �►] MINIMUM a ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored to girder(s). RAFTER .� �� >; Ly HANDRAILS U o 2 ).Covered Roofs shall be assembled and anchored the same manner as a typical building. U ° rJ) r RAFTER 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal U for any contact with ACQ. �4 w POST U = TOPPLATE tzt TOP PLATE HANDRAIL NOTES: 0 BALUSTERS All required handrails shall be of one of the following types _zt WALL STUD RIM/DECK JOIST ° or provided equivalent graspability. STUD OPEN BALUSTER ATTACHED TO WAIL WALL o 1).Type I.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 2 inches.if the handrail is not circular it shall have a RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION perimeter dimension of at least 4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH than 6-1/4 inches with a maximum cross section of OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFFER/PLAT RT15 TYDOWN ANCHOR dimension of 2-1/4 inches. SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION EACH RAFTER pLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. 2 1 CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ( ) /2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 2).Type II.Handrails with a perimeter greater than 6-1/4 PROVIDE AN EQUIVALENT GRIPPING SURFACE CONNECT TO PLATES TO EACH STUD Inches shall provide graspable finger recess area on both 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4"MAX. profile.The required depth shall continue for at least 3/8 rT� inch to a level that is not less than 1-3/4 inches below the F+� 4"DIA.MAXIMUM tallest portion of the profile.The minimum width of the06. Q I GIRDER/HEADER handrail above the recess shall be 1-1/4 Inches to a maximum of 2-3/4 inches.Edges shall have a minimum O F GIRDER/HEADER radius of 0.01 inches. W ° � Q • Z JOIST POST/COLUMN °° ° O f °o NAILING SCHEDULE M POST/COLUMN W "{ ROOF SHEATHING, U JOINT DESCRIPTION NAIL NAIL NOTES GIRDER/HEADER Q QTY. SPACING STRUCTURAL PANEL Bd AS PER TABLE 3.8 O POST-TO-GIRDER/HEADER CONNECTION WFCM-SBC 1/71 LOCATION USP NUMBER i DESCRIPTION APPLICATION ROOF FRAMING: ^ Q 4x4 SOLID COLUMN PBS44/PBSE44/KC441 POST CAP ANCHOR APPLY TO EACH COLUMN NAIL NAIL t-•-1 U SPLICED JOISTS OVER HEADER/GIRDER JOINT DESCRIPTION NOTES DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION QTY. SPACING LOCATION JUSPNUMBER1 DESCRIPTION APPLICATION RAFTER TO 8'WALL:3-8d COMMON EACH JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS TOP PLATE 10'WALL:4-Bd COMMO RAFTER TOE-NAIL CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL•4-8d COMMOI, JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE o OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE STU TO RAFTER WFCM-SBC END NAIL o BEARING PLATE GIRDER BLOCKING2_ad COMMON EACH TOE ' TO RAFTER END NAIL V TO RAFTER END NAIL ° WOOD JOIST 4& RIM BOARD 2-16d COMMON EACH END LEDGER -• ° GIRDER/HEADER WALL FRAMING: WOOD JOIST WOOD JOIST - JOINT DESCRIPTION NAIL NAIL NOTES �( CONCRETE PIER QTY. SPACING ` -•i TOP PLATE TO 2-16d COMMOt I PER FACE NAIL • TOP PLATE FOOT W >- TOP PLATES AT JOINTS FACE 4-16d COMMO FLUSH JOISTS WITH HEADER/GIRDER INTERSECTIONS EA.SIDE NAIL Q CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH STUD TO 24" FACE J Z QFOR BLE 2x 2-16d COMMO LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16-OC WITH WASHERS THE PROPER STEEL CONNECTOR. STUD O.C. NAIL _ IF ABLE,SEF FIR JOISTS APROX.1!4"HIGHER THAN LVL HEADERS IMUM) HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16 O.C. FACE W F TO ALLOW FOR SHRINKAGE. HEADER 16d COMMON J OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL ( ROD (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END O I) PLATE TO STUD 3-16d COMMO PER 2x6 SPUD NAIL a REQUIRED FLASHING TUCKED UNDER FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE BOTTOM PLATE TO: PER O LL TOP PIECE OF SIDING AND FOOT ` CD W FLOOR JOIST,BAND JOIST, 2-16d COMMO FACE NAIL V END JOIST OR BLOCKING LAPPED OVER FIRST CONTIN. I l � PIECE OF SIDING BELOW DECK FRAMING: 'w (D 1/2"DIA.LAG BOLTS W/WASHERS THREADED ROD JOINT DESCRIPTION NAIL NAfL NOTES (�� CONNECTED TO BLDG.@16"OC QTY. SPACING CNW COUPLER NUT JOIST TO: PER :•." E 4 .- POST SILL.TOP PLATE OR GIRDER STRINGER 4-8COMMON •a:w� ,,,.t @16" MINIMUM BRIDGING F!i' " •'• (2)THRU- 2-8d COMMO END DISTANCE TO JOIST tEN 4� FLOOR FRAMING BOLTS ; Q BLOCKING 2_8d COMM TOE , \ 2x JOISTS AN POST 4 _ TO MIS ANCHOR dia• -a. - MINIM M s°. BLOCKING (7 o' p 16"TREAD ° o 'o o END ANCE BLOCKING TO: 3-16d CO HP r BLOCKING FOR a , PIER :o'•.' 12"x12"x12" .+ �• QE# 1 � "� DRAWN: MH/MS LAG BOLTS 101ST HANGER SILL OR TOP PLATE 8 CK N p I "'a•4 'S. CONCRETE FOOTING +s a- Y+s M SCALE: GRADE • > ''< CONC.SLAB '�y „ ' •. LEDGER STRIP EACH Cfb s L�It- • # TO BEAM JOIST RIM JOIST BD. C a e a ONE.5J 'd •ve 3-16dCOM , .„ JOB#: °' JOIST ON TO BEAM ER 3-ad COM +%P 1ST r NAILS 6� ' 04/21/2017 a°• <q HOLLOW COLUMN UPLIFT SHEET NUMBER: • :�' dia. � BAND JOIST 3-16d COMM B" Y ,+ s DECK PIER SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG.CONNECTION , A . ° d CONC. ° d° PER PLAN INSTALL AS PER MANUFACTURE'S RECOMENDATLONS TO JOIST LOCATION USP NUMBER DESCRIPTION APPLICATION �yy,s DECK/PORCH LEDGER CONNECTION 3'-0 4` ° PIER ✓ BAND 101ST TO: 2-16d COIQIMO11 4 SILL OR TOP PLATE FOOT 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING 4" >• 'o•d 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH FOOTINGA- 12 V o Q REVISIONS ' GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE I PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION CITY. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WAILL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WAILL:4-8d COMMON RAFTER 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WAILL:3-8d COMMON EACH for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WAILL:4-8d COMMON JOIST TOE-NAIL State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS IPER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER \NFCM-SBC LAP NAIL Q sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS IPER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES °o o° OVER PARTITION \JUFCM-SBC LAP NAIL EXT.BALCONIES oQ0 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 60 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS IPER TABLE 3.4 EACH FACE DECKS 40 ^� SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the TO RAFTER \XFCM- ATTICS w/o STORAGE ., 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member In the floor assembly with uplift connectors in BLOCKING 2-8d(OMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2- 16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 0 construction means,methods•techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200 N precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) -, m spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL U specific use expressed or implied in the use of these plans. P g P P g, 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 4N. 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE a H INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE . i v o Z or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE u �; p pP STUD O.C. NAIL attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and SYm• O opo r 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 11314 IRC. v x gYP P 16d COMMON CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving, ant closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL SMOKE&CO2 DETECTORS pantry, TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION U m in table 3.15a-b. TOP OR BOTTOM 2-lbd COMMON PER 2x4 STUD END 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Q z FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16- END JOIST OR BLOCKING FOOT SEE NOTE:1.2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMINIG: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 8 SEVERE 3 FT. 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL 8).coNNECTIONSARouNDEXTERIo11WALLOPEN►NGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill Tates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE p SHEATHING LOCATION be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE 1.8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON poured Unless otherwise noted,all slabs l grade to be 2500 P.O..hrConcrete to be TO JOIST END NAIL @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. w 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4'-'0.0 Sd COMMON @ 4"O.C. SEE NOTES:1,3 F- 6).Crawl spaces to be provided with r minimum.of access opening.Install one attached with the above requirements. TO BEAM 3-)6d COMMONJOIST NAIL Q 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES O Z JOIST ON LEDGER PER TOE - DECK AND COVERED PORCH NOTES: TO 3.8d COMMON ,o,� NAIL 7).Dampproof exterior of foundation with bituminous coating as per section R406 of O N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON g p p g. g g TO JOIST JOIST NAIL (-� 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, w U SILL OR TOP PLATE 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 2-16d COMMONFOOT SEE NOTE:1 U � Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. a E-' For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. O V] 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12N12NI2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL O QTY. SPACING Edition Wood FramingConstruction Manual. 3).Tabulated inch .c nail spacing u Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) 4 0 sp g ass mes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. a U 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. I WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT' SPACING g g 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) GE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 5d COOLERS 7" O.C.EDNOTE:2 FOR PANEL FIELD 6).Concrete piers shall be a minimum 6" Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and GO and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy du alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COAAMO AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall v vY tY g g PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d CO3"O.C.EDGE ��lM0 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed az per N.Y.S.Residential PLYWOOD I 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with r Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. �1 on plans. WALLBOARD Sd COOLERS 7" O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).For exterior panel siding,galvinized box Waits shall be permitted to be substituted for common nails. W II z 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, MAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEEPROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. } 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOORSTRUCTURAL PANELS gd COMMON 6"O.C.EDGE . W . 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES V OR LESS 12"O.0FIELD Section R602.8-FIREBLOCKING REQUIRED L Js 0 under all bearing walls. NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) � O 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. 11 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO E3EREFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. O c W needed. MENTIONED IN SCHEDULE MOTES ONLY. O W 2)i HVAC subcontractor is to fully coordinate all system data and requirements with the 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor W 11).Unless otherwise noted all roofs and Its have minimum - equipment supplier. a walls to e a m nrmum 1/2"thick,4 ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panell elge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the parnd edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requireirents for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES" members shall be doubled,or aaliernate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor at per manufacture's instructions. such as shear plates,shall be use>dto maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is contiiruous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces / V IN S a ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number d nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. ►� ��� r"" � to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per-foot § DRAWN: MH/MS ' 3).All electrical work to comply with 2014 NEC. 4.At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of w� ys:��. A 5 SCALE: 1/4"=V-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or ) p p g P g g"I 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per SOIL COMPACTION: flame and products of combustion. '"'Y_Y"i <E 1_ 1' JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM g p section 11314 P �''� ��. �} T}_ � torch down type material over. and R315 of IRC. 1).MW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 5).For the fireblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code. } '7 04/21/2017 11.0 VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. '° (r , . �-~ $". SHEET NUMBER: 16).All X11 plates and wood in contact with concrete to be pressure treated.Sill plates to IRWOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. �tit3' Nit Q 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: " " � 3 DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE `,' . SMLAT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TIESTED BY PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.