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Home My WebLink About42939-Z e.rr OF tA' Town of Southold 9/29/2020 P.O.Box 1179 T.� 53095 Main Rd QVI Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41482 Date: 9/29/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 440 South Ln, East Marion SCTM#: 473889 Sec/Block/Lot: 38.-6-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/6/2018 pursuant to which Building Permit No. 42939 dated 8/14/2018 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 unfinished basement, covered front porch and attached garage as applied for per ZBA#7263, dated 5/23/2019. Thi certificate is issued to Patinella,Peter&Marisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0091 6/15/2020 ELECTRICAL CERTIFICATE NO. 42939 3/9/2020 PLUMBERS CERTIFICATION DATED 7/1/2020 111 Points ast Plumbing&Heat. 0 u- th ' e Signature o�g�ffU(,�co TOWN OF SOUTHOLD �� oy BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42939 Date: 8/14/2018 Permission is hereby granted to: Patinella, Peter 45 Peale Rd Manhasset, NY 110302803 To: make additions and alterations to an existing single family dwelling as applied for per ZBA, Trustees, and DEC NJ letter. At premises located at: 440 South Ln, East Marion SCTM #473889 Sec/Block/Lot# 38.-6-12 Pursuant to application dated 8/6/2018 and approved by the Building Inspector. To expire on 2/13/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $997.60 CO -ADDITION TO D ING $50.00 Total: $1,047.60 rA Building Inspe 1V'"x TOWN OF SOUTHOLD ��4�g11ff0(,�C12Gy BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42939 Date: 8/14/2018 Permission is hereby granted to: Patinella, Peter 45 Peale Rd Manhasset, NY 110302803 To: make additions and alterations to an existing single family dwelling as applied for per ZBA, Trustees, and DEC NJ letter. 8/28/19 - Plans amended to relfect Demo/New Dwelling As Built as applied for per SCHD, ZBA and Trustees. At premises located at: 440 South Ln, East Marion SCTM #473889 Sec/Block/Lot# 38.-6-12 Pursuant to application dated 8/6/2018 and approved by the Building Inspector. To expire on 2/13/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $997.60 CO -ADDITION TO DWELLING $50.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $2,016.80 otal: $3,064.40 Building Inspector rtjf S10 Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® a®� sean.deviin(cD-town.southold.ny.us C®UNl`I,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Peter Patinella Address: 440 South Ln city,East Marion St: Ny zip: 11939 Building Permit# 42939 section: 3$ Block: 6 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: YES Electric License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only X Commerical Outdoor X 1st Floor X Pool \ New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 53 Ceiling Fixtures 23 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 15 Smoke Detectors 4 Main Panel 200a A/C Condenser 2 Single Recpt 4 Recessed Fixtures 70 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights 10' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect FE 3 Switches 41 4'LED Exit Fixtures Pump Other Equipment. Mini Fridge, Fridge, DW, Micro, W/D Notes: Inspector Signature: Date: March 9, 2020 S.Devlin-Cert Electrical Compliance Form.xls ry ��oF saUTy�l® Town Halt Annex 54375 Main Road Telephone(631)765-1802 P.O.Box 1179 G � Pax(631)765-9502 Southold,NY 11971-0959 I � v [ 1 ' BUILDING DEPARTMENT TOWN OF SOUTHOLD '' ' JUL 2 9 2020 III)mpr1c'DEP ry`f'T4 1 �. pg A Y CERTIFICATION Date; -7/ 1 ZC� Building Permit No. Owner:-1a�►v,2 k 0— (Please print) Plumber---D& (Please print) r I certify that the solder used in the water supply system contains Iess than 2/10 of 1% ead, i o { r f (Plumbers Signature) I Sworn to before me this j day of , 20 ZO SUSAN A.RIZZ0 Notary Public,State of New York No.01 RI6183459 // Qualified in Suffolk County Notary Public; i� County Commission Expires March 17.2o;6 , f r s , SOF 50UTy # # TOWN OF SOUTHOLD BUILDING DEPT. `yCoum a 765-1802 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING - REMARKS: -= m CO&V)A \t,yt$A&A, DATE INSPECTOR / SOF so f # TOWN OF SOUTHOLD BUILDING DEPT. G C 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY_ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �Q �u . l Gt�o/l� �tRS Um " rr ��• g+P- r'�t✓r�i 3 mVA V-V � wo- V �'j DATE !� S INSPECTOR VA4,, v ho��OE SOUT'yo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [, `] CODE VIOLATION [ ] CAULKING REMARKS: DATE I I INSPECTOR"i l �Of so � o # # TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .4e z fwm frA vQ � DATE INSPECTOR ` Of SOl/T�O f # TOWN OF SOUTHOLD BUILDING"DEPT. 765-1802 INSPECT O [ ] FOUNDATION 1 ST [ ] OUGH PL13G. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ FIREPLACE &CHIMNEY [ " ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [- ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O c., REMARKS: k+_bjx�� q �svyql 'Q SpAwU/ Lsvm .. sw DATE !/tel INSPECTO �o�aOE SOUr�olo # # TOWN OVSOUTHOLD BUILDING DEPT.- �o � �o 765-1802 INSPECT-ION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION-2ND [ ])PISUL AULKING [ ] FRAMING /STRAPPING [Vf FINA [ ] FIREPLACE &•CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRERESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O Suva"REMARKS: _ t _ t v� bAV - ct 0 in -ri, uJd& (OP4 DATE Av INSPECTOR Horne Energy Rating Certificate Property HERS Pantiella Residence Rating Type: Confirmed ' Certified Energy Rater: Michael Fauci JNS Development Rating Date: 2020-03-18 Rating Number: MC220 440 South Ln , Registry ID: 199046246 East Marion, NY 11939 Estimated Annual Energy Cost 1 Cost Percent HERS Index: 56 _ Efficient Home Comparison: 44% Better HUse MMBtu Coseating 58.7 $Cos 66% General Information Cooling 2.2 $108 6% Conditioned Area 2395 sq. ft. House Type Single-family detached Hot Water 8.9 $161 9% Conditioned Volume ` 21879 cubic ft. Foundation More than one type Lights/Appliances 20.1 $333 18% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 89.9 $1814 100% Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. — Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 14.5 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 50.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 110 cfm, 23.2 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ci�O�%C� Ceiling Flat NA Slab None D Sealed Attic R-38.0 Exposed Floor R-30.0 AUG _ 6 2020 Vaulted Ceiling R-38.0 - Wind w Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-21.0 Infiltratio Rate Htg: 1072 Clg: 1072 CFM50 Foundation Walls R-0.0 ethod Blower d- r BUMM. G D M—I 1072 CFM x 60 Min/Hr/21879 Ft^ _ .9 ACH 0 Pa TO' t ' ' £ 'r`;JTHOLD _.__ @ Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 ange/Oven Fuel Natu al gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 691 Clothes Dryer CEF 2.32 631-252-1063 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: ] chaRb Fatt .i, REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Rating Certificate Property HERS Pantiella Residence Rating Type: Confirmed Certified Energy Rater: Michael Fauci JNS Development Rating Date: 2020-03-18 Rating Number: MC220 440 South Ln Registry ID: 199046246 East Marion, NY 11939 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 56 Efficient Home Comparison: 44% Better Heating 58.7 $1196 66% General Information I Cooling 2.2 $108 6% Conditioned Area 2395 sq. ft. House Type Single-family detached Hot Water 8.9 $161 9% Conditioned Volume 21879 cubic ft. Foundation More than one type Lights/Appliances 20.1 $333 18% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 89.9 $1814 100% Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria - Cooling: Air conditioner, Electric, 14.5 SEER. This home meets or exceeds the minimum cntga for the foil wing: Duct Leakage to Outside 50.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 110 cfm, 23.2 watts. c Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features ry Ceiling Flat NA Slab None Sealed Attic R-38.0 Exposed Floor R-30.0 Vaulted Ceiling R-38.0 Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-21.0 Infiltrati a Htg: 107 : 1072 50 Foundation Walls R-0.0 Method Blower door Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.32 631-252-1063 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 440 South Lane City: East Marion Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or f home has multiple heating systems or water heaters) Date of Test: 2020-03-18 Outdoors Temp During Test: 60 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 0 No O Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System- Primary: Yes❑✓ No❑ Type: Furnace❑Boiler Z Heat PumpEl Other❑ i z' Venting Type 3 DraftSin llaee Sip lla�e" CO CO E czen Fuel Type Circle Typeascal orst Case (Natural) (Worst Case (Natural) Rating:95.0 NOPE]oDEo NQN2M❑SE N/A Pa. Pass Z Fail❑ PaSSOFai10 N/APPM N/A PPM Yes ❑✓ Tie: Standard Tank 01ndirect 0 Tankless ❑✓ Size: 0.0 Style Common Vent❑ Water Heater Primary: No Il (See Instantaneous❑Commercial Nine.5 below) (Gallons) 4 Stand Alone Effidency5 Fuel Type z Venting Types Draft S illa"a Spillage(Natural) CU CO (Circle Type) (Pascal) (Worse Case) (Worse Case}, (Natural) EF:0.95 1 N0 P❑o DEL] N❑M❑S Q✓ /A Pa. Pass OFail❑ PassElFaill—] N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes O No❑ Oven CO 5 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 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) 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: 2020-03-18 Energy i ng Certificate Property HERS Pantiella Residence Rating Type: Confirmed Certified Energy Rater: Michael Fauci JNS Development Rating Date: 2020-03-18 Rating Number: MC220 440 South Ln Registry ID: 199046246 East Marion, NY 11939 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 56 Efficient Home Comparison: 44% Better Heating 58.7 $1196 66% General Information Cooling 2.2 $108 6% Conditioned Area 2395 sq. ft. House Type Single-family detached Hot Water 8.9 $161 9% Conditioned Volume 21879 cubic ft. Foundation More than one type Lights/Appliances 20.1 $333 18% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 89.9 $1814 100% Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 14.5 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 50.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 110 cfm,23.2 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab None Sealed Attic R-38.0 Exposed Floor R-30.0 Vaulted Ceiling R-38.0 Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 1072 Clg: 1072 CFM50 Foundation Walls R-0.0 Method Blower door Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.32 631-252-1063 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 440 South Lane City: East Marion Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-03-18 Outdoors Temp During Test: 60 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 to notes) NOTES: eating System Primary: Yes Z No❑ Type: Furnace❑Boiler Z Heat Pump[j Other❑ r a Venting Types Drat Sip Ilak 5nilfaQe CO CO E icieneV Fuel Circle Type) ascal orsrCase _ atural (Worst Case atural Rating:95.0 N_❑✓ P❑O❑E❑ N❑ OM❑S_o N/A Pa. Pass❑✓ Fail❑ PaSSOFaiI❑ N/APPM N/A PPM Yes ❑✓ Type: Standard Tank❑Indirect Tankless 21 Size: 0.0 Style Common Vent El Water Heater Primary: No ❑ Instantaneous❑Commercial (See Note S below) (Gallons) 4 Stand Alone s. z Venting Types DPa i S iSn[lase Spillage(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pascal) (Wbrse Case) (Worse Case) (Natural) EF:0.95 NDP010[JE]—] N❑M❑S Q✓ /A Pa. Pass❑✓ Fail❑ PasspFailEl N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes—Z No❑ Oven CO 5 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 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) 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: 2020-03-18 COMAMNTS FOUNDATION �(IST) Fm YaleT/i�� i YOUNDATION (2ND) ROUGH PLUMBING Ff INSULATION PER N.Y. STATE ENERGY CODE ►i,� l f7! VAN wig �� —��- �s� �� • a...il W.AWU t t!M" �. t�+ a � _./ .6,OA1 WS1 n! r i i ,, . • � fir '` � r _ - 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. - _ 't Trustees t C.O.Application Flood Permit Examined 20 ® Single&Separate D Storm-Water Assessment Form �J C OCT 3 0 2018 Contact: A ro l 20 Mail to: PP .�!/CH.��L 0 /c-IH �'C/ rsap pi oved a/c B�'D G DE a 96k /047 3106 JO'W/ V l/P7/ IN OF' OLD Phone: f' 6 6-IV-151907 Expiration ,20 ui mg Inspe or i APPLICATION FOR BUILDING PERMIT Date rJ CT 29 , 20J&_ 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 workauthorized 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ANAP PWrl &A 6,1 &_&&- A o!,4 ✓.�LG.� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License-No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 570 ,44'd 0771 441,6E House Number StreetHamlet County Tax Map No. 1000 Section Block" Lot C� t 'Subdivision Filed Map No. Lot r� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy &a1Ae&71A1_ 0,V,& sWell_ b. Intended use and occupancy Z5,¢&'LZ y 3. Nature of work(check which applicable): New Building___X Addition Alteration Repair Removal Demolition Other Work pyo, (Description) 4. Estimated Cost �` 31 �= t (�6"Re paid on filing this application) 5. If dwelling, number of dwelling units &VE /. Number of dwelling�pjL on each floor 0A46 If garage, number of cars 0A65 /il 6. If business, commercial or mixed occupancy, specify nature gild extett of each type of use. A11' moi',-,:4� -^ 'u';�;',- �r-, �a•'� 7. Dimensions of existing structures, if any: Front 10VA Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 611A Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 44,4 Rear 4f 4 Depth Height Number of Stories ywo /2) 9. Size of lot: Front 61 14 Rear 6 C9, 04 Depth / W 22.6 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated I'-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 2< NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 3e&AWS"4 a-4,A�Ae0A?V. 14. Names of Owner of premises P4'T/.tY&44 Address ,yy,¢_fi /' -Y.//O?O Phone No. ,376 914- 6849 Name of Architect A5zW P00449 Address / s� � 1ffa Phone No �o�1- �25��?27 Name of Contractor grs?S' CoAIt7PUcrlaU Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 's * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES >< NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�jJfFC ) A-j/C/A& A e)'A,,4a being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the -(� /tl� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this^��Li�,, d of (. �-C_P_ 200 TRACEY L. DWYER FGGG �Ir)TARV P1 JBI in. TATE OF NEW YORK Notary blic NO.01 DW6306900 Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20Q,2. 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) 765-9502Survey Southoldtownny.gov PERMIT NO::'-1 L 1 I,' Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined cni4 ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 _ Mail toxy/C�/,?E/ 4 aa Disapproved a/c, ,A pD• ��X1�7 vOG17�/VYll97f Phone: S Expiration, 120 T®" OF S D di g p AUG 6 2018 PLICATIO R UILDING PERMIT ® - -� ;tAM 2 , 20/8 Bi7ILIDIlNG D�pT• INSTRUCTIONS - TOWN OF%i_)U rH0LD 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'u'sed tin'Whole.or in part.for;any•purpose what'so ever.until the Building Inspector i§Sbbe -a.Certifcate of Occupancy. '-,£ Every building pershall expire-if`the;w6rk`a'bthorized has not commenced within 12:months after the date of issuance or has not been completed within 184noiitfis 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Rjf2 p 4r MAe/rw R,¢r/I✓ZW_ c c. (As on the tax roll or latest d6&d)'` If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Z'w Plumbers License No. i5w Electricians License No. MV Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet Ile . I �® nJ _ County Tax Map No. 1000 Section Block 6 Fa- Lot Subdivision Filed Map No. Lot l 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 RQ,�W_ 9W7AZ 3. Nature of work(check which applicable): New Building Addition >C Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units /, , Nu_ tuber of dwelling units on-each floor OA/Lr If garage, number of cars 6. If business, commercial,or mixed occupancy,'specify nature and extent of each type of use. /VIA 7. -Dimensions ofexistirng structures, if any: Front / Rear Depth ..7&. 7 Height - Number of Stories 4VO w= - . Dimensions of same structure with alterations or additions: Fr66t ��, /a Rear Q. 7 Depth 0 Height Number of Sfo'es:!c 8. Dimensions;of entire,Tie';�oo�nstruction: Front g� ? Rear I Depth 7 v n Height,- rr � � Number of Stories �� wpr,,� a, 9. -Size of lot: Front Rear Depth !V z�•6 7 IS � 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated OP-4 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES NOX Will excess fill be removed from premises? YES NO R,6t4p d NJpl��.t P/iTJA jft4j 4r Pr..,,&e eA2 14. Names of Owner of premises Address e, !0$OPhone No. 974 A84F Name of Architect Mze eapas Address.4YAMM Phone No fZ3'0 9L 9 Name of Contractor ® Address EI'1&N4fAW&,AY Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF_Sjeajj��) N/ 0914'eL /4. 19-1:711,114 ek being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the j4 6 X&r— (Contractor, Agent, Corporate'Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said w6"rk"and to make and file this application; that all statements contained in this application are true to the best of his knowledge and,,belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of LAQcV-y, 20 12) TRACEY L. DWYER C(, NOTARY PUBLIC,STATE OF NEW YORK Notary Public .01DW6306900 Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, _ 'i iiiS: ,,�- ��,�..iii., - 3' a'`'iir`1__- r'V'`4i";ii:•_._- _1 ryi''iiii:- .� •��ai'iiiT�.;�_ riQ`�r"� -' •�11 111• a�1 ""C` 1• 1 /i••, - ;�N 1 11 rr• " - � If 11 ° • "i 11 t/ � i`'1 11• ' - "•\1 N• .i Il C 11 /'ll r• 11 � �111 1119•:. ,11 // 1 Ijjr� ti„ `1�. �� r�� a � •_ � �"v. �` \ r _ •,� A Wil, / .•rr•dl - J� 11"1 �: BOARD OF SOUTHOLD TOWN TRUSTEES '•'•'`'` SOUTHOLD, NEW YORK , 1''ll PERMIT NO. 9288 DATE: JULY-18, 2018 ISSUED TO: PETER & MARISA PATINELLA dJ ' PROPERTY ADDRESS: 440 SOUTH LANE, EAST MARION AUG 2018 1 SCTM# 1000-38-6-12 TorDEVG DEPT. 1 ••r 111 _ .f_ e�•.,g�.•d'.' R lI AUTHORIZATIONO Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 11, accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 18, 2018, and in consideration of application fee in the sum of$250.00 paid by Peter & Marisa Patinella and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits a�iiPl _ 'thefiollowing: t•1'lifi Wetland Permit to construct additions to the existing two-story dwelling with attached garage by,removing a portion of the 2nd floor roof;,construct a 4.31x16.4' addition to attached garage; construct a 3.5'x9.5' first floor addition on east side; construct a 10.9'x21.1' covered porch on i.,ll•1 3 1.1•J. landward side; construct a 3.7'x9.5' addition on westerly corner; and construct a 16.4'x13.5' second floor addition for a total new footprint of 2,125sq.ft. for the dwelling; and for the existing 24'x25.4' (609.6sq.ft.) brick patio with 3'x32' (96sq.ft.),brick walk with two "L"shaped sections(one is 4.51x2',95sq.ft.,second is 41x3', 12sq.ft.); with the condition of the installation L ofgutters,leaders and dryevells on.the dwelling to contain roof runoff and in accordance with Chapter 236 of the Town Code,Storm Water Management, and to establish and perpetually ^'''•1'.d'' maintain a 10'wide non-turf buffer landward of the top of the bank; and as depicted on the survey prepared by Nathan Taft Corwin,III Land Surveyor, received on July 27,2018,and stamped approved on July 30,2018. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ' s" and these presents to be subscribed by a majority of the said Board as of this. co _= coo %® '� 1.1.101 .•, �:,".43.;.ii�C2wii'nr5`1�: rl�'C�� r�dYfN.G� Z41Yi�i4�XehioS32,',�4.52'sd"vati�Y��2�iCnY.C��7J,��.�ie6d.67+A'�".eaZr�esX/�S�z.�7.�Ylepi �t&��7�✓8. ..,Pu`,�.;.✓.C(�'Zig'W .i�f�?Yl�"cu`Sa'ufv�kiC4Z.f �\. a •;i, OOl —•:/ ��:• ..�/ W ..:// 1i=.' y !e// 100 _ a�/1 0\gin ,� n�/ IO�e." �° d ,iN1::! "4i/// 1 1i - '•:1111 111�.:•!,,f -A;i// 111,;. _ e;111 1,1+:•" - -- . 1 I�ee!! � 'r•�leli e1,1,0,:.� t Michael J.Domino,President �QF soUry Town Hall Annex John M.Bredemeyer III,Vice-President ,`�� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 coUNT`1,� BOARD OF TOWN,TRUSTEES TOWN OF SOUTHOLD July 17, 2019 Michael A. Kimack P.O. Box 1047 Southold, NY. 11971 RE: PETER & MARISA PATINELLA 440 SOUTH LANE, EAST MARION SCTM# 1000-38-6-12 Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 17, 2019: WHEREAS, Michael Kimack, on behalf of PETER & MARISA PATINELLA applied to the Southold Town Trustees for an Amendment to Wetland Permit#9288 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated May 28, 2019, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policies 4 and 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: all construction to be landward of CEHA and the issuance of the permit, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 17, 2019, at which time all interested persons were given an opportunity to be heard, and, d r !r: WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS the Board has considered all the testimony documentation submitted y and concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, BE IT FURTHER RESOLVED, that the Board of Trustees APPROVE the Amendment to Wetland Permit #9288 for the as-built demolition of existing dwelling; as-built new dwelling constructed on existing foundation with foundation extended 4.3'x16.4' (70.5sq.ft.) for garage and extended 10.9'x21.1' (230sq.ft.) for covered porch; new dwelling has a 2,053sq.ft. footprint (with garage extension), plus porch (230sq.ft.) for a 2,283sq.ft. total footprint; and for the installation of an IA wastewater treatment system; and as depicted on the survey prepared by Nathan Taft Corwin, III Land Surveyor, last dated July 7, 2019, and stamped approved on July 17, 2019. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None Very truly yours, Michael J. Domino President, Board of Trustees MJD/dd Glenn Goldsmith, President Qf S0(/ry Town Hall Annex 54375 Route 25 Michael J.Domino ,`O l0 179 John M.Bredemeyer III P.O.Box 1 �, � Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �O �� Fax(631) 765-6641 lyC' UNV BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1758C Date: September 25, 2020 THIS CERTIFIES that the as-built demolition of existing,dwelling; as-built new dwelling constructed on existing foundation with foundation extended 4.3'x16.4' (70.5sq.ft.)for garage and extended 10.9'x21.1' (230sq.ft.)for covered porch;new dwelling has a 2,053sq.ft. footprint Lwifh garage extension),plus porch(230sq.ft.)for a 2,283sq.ft.total footprint; and for the installation of an IA wastewater-treatment system; and for the existing 24'x25.4' (609.6sq.ft)brick patio with 3'x32' - (96sq.ft.)brick walk with two"L" shaped s6ctions(one is 4.5'x2', 95sq.ft., second is 4'x3', 12sq.ft.); with the condition of the installation 6f gutters,leaders and drywells on the dwelling to contain roof runoff and in accordance with Chapter 236 of the Town Code, Storm Water Management, and to establish and perpetually maintain a 10' wide non-turf buffer landward of the top-of the bank; -At 440 South Lane,-East Marion.. Suffolk County Tax Map#1000-38-6-12 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 29, 2018 pursuant to which Trustees Wetland Permit#9288 Dated July 18, 2018,was issued and Amended on July 17, 2019 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the as-built demolition of existing dwelling,• as-built new dwelling constructed on existing foundation with foundation extended 4.3'x16.4' (70.5 sqft)for garage and extended 10.9'x2 11' (230sa ft)for-covered porch,• new dwelling has a 2 053sq ft footprint(with garage extension),plus porch(230sq ft)for a 2 283sq ft total footprint; and for the installation of an IA wastewater treatment system; and for the existing 24'x25.4' (609.6sq.ft.) brick patio with 3'02' (96sq ft)brick walk with two"L"shaped sections(one is 4.5'x2',95sq.ft., second is 4'x3' 12sq ft)• with the condition of the installation of gutters,leaders and drywells on the dwelling to contain roof runoff and in accordance with Chapter 236 of the Town Code, Storm Water Management and to establish and perpetually maintain a 10' wide non-turf buffer landward of the top of the bank. The certificate is issued to Peter&Marisa Patinella owners of the aforesaid property. C/p, ut oraAc ign NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @Stony Brook,50 Circle Road,Stony Brook,NY 11790 D P:(631)44444 03651 F:(631)4 -0360 www.dec.ny.gov D LETTER OF NO JURISDICTION MAY 3 0 2018 January 31, 2018 BUILDING DE1PT. Peter Patinella TOWN OF SOUTHOLD 45 Pearle Rd. Manhasset, NY 11030 Re: Application #1-4738-04197/00005 Patinella Property: 440 South Lane SCTM# 1000-38-6-12 Dear Mr. Patinella: Based on the information you submitted the Department of Environmental Conservation has determined that the existing bulkhead is functional, more than 100 feet in length and was constructed before August 20 1977, as shown on tidal wetlands aerial photo 722-554. Therefore, the property landward of the bulkhead is beyond Tidal Wetlands Act (Article 25) jurisdiction and no permit is required for work landward of this structure. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area.between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or Local municipalities. Application fees are not required for letters of no jurisdiction. Therefore, we are voiding and returning your submitted check. Sincerely, /aa/rkCarrara Deputy Regional Permit Administrator cc: Michael Kimack BMHP File HIYORKDepartment of ORTLOM Environmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 16, 2018 TO: Michael Kimack (Patinella) PO Box 1047 Southold,NY 11971 Please take notice that your application dated July 27, 2017: For permit to construct additions and alterations to an existing single-family dwelling at: Location of property: 440 South Lane, East Marion,NY County Tax Map No. 1000—Section 38 Block 6 Lot 12 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling on a non-conforming 14,323 square foot lot(10,473 sq. ft. buildable land) in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet and a maximum lot coverage of 20%. The construction has a minimum side setback of 9.6 feet and lot coverage of 22.5%. %j Authorize ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 8, 2018 TO: Michael Kimack (Patinella) PO Box 1047 Southold, NY 11935 Please take notice that your application dated October 29, 2018 For permit to demolish an existing single family dwelling and construct a new single family dwelling at Location of property 440 South Lane, East Marion,NY County Tax Map No. 1000—Section 38 Block 6 Lot 12 Is returned herewith and disapproved on the following grounds: The proposed construction, on a non-conforming 14,323 square foot parcel in the R-40 District, is not permitted pursuant to Article XX1II, Section 280-124,which states that, on lots measuring less than 20,000 square feet in total size, a minimum single side yard setback of 10 feet, a minimum total sside yard setback of 25 feet, and a maximum lot coverage of 20 percent is permitted. Following the proposed construction, the dwelling will have a single side yard setback of 9.6 feet and a total side yard setback of 19.6 feet, and a total lot coverage of 37 percent. This Notice—aADIxapproval was amended on September 18 2018 followinjz the submission of a new survey. Authorized Signature Note to Applicant: Any change a above referenced application, may require further review by the Southold Town Building Department. Cc:File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 8, 2018 AMENDED: November 13, 2018 TO: Michael Kimack(Patinella) PO Box 1047 Southold,NY 11935 Please take notice that your application dated October 29, 2018 For permit to demolish an existing single family dwelling and construct a new single family dwelling at Location of property 440 South Lane, East Marion,NY County Tax Map No. 1000—Section 38 Block 6 Lot 12 Is returned herewith and disapproved on the following grounds: The proposed construction, on a non-conforming 14,323 square foot parcel in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size a minimum single side yard setback of 10 feet, a minimum total sside yard setback of 25 feet, and a maximum lot coveragepercent is permitted. Following the proposed construction, the dwelling will have a singleyard setback of 9.6 feet and a total side yard setback of 19.6 feet, and a total lot coverage of 21.8 percent. This Notice ofDisapproval was amended on November 13 2018, followinjz the submission of a new survey. A ignature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. Cc:File, ZBA OFFICE LOCATION: 0f SOU MAILING ADDRESS: own Hall Annex �� T�� P.O.Box 1179 54375 State Road Route 25 ,`O l0 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY cn_ Telephone: 631765-1809 http://southoldtownny.gov o�ycoU DZONING BOARD OF APPEALS MAY 2 9 2018 Town of Southold B'MD1NGDWr- RECEIVED TOVVL® OF S®1J1H®LD FINDINGS,DELIBERATIONS AND DETERMINATION lj.1 Jam'aAY\, MEETING OF MAY 17,2018 AY 2 3 2018 ZBA FILE: #7157 Southold Town Clerk NAME OF APPLICANT: Peter Patinella PROPERTY LOCATION: 440 South Lane(Adj.to Orient Harbor), East Marion NY SCTM: 1000-38-6-12 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 13, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 24, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The applicant's parcel is a non-conforming 14,323 square feet waterfront lot located in the R-40 Zoning District and measures 68.04 feet along Orient Harbor with a western lot line measuring 222.67 feet shared with a neighboring residence to 67.34 feet along South Lane and then running south 179.37 feet along a second neighboring residence to the east. The lot is improved with a 2-story wood frame house, garage and covered front porch along with an asphalt driveway, brick walkway and brick patio, split-rail fencing on the east and west lot lines, and the remains of wood deck steps and bulkheading on the waterside as represented on the survey prepared by Nathan Taft Corwin III,Land Surveyor and dated November 17, 2017. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 15, 2018 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single-family dwelling; 1) located less than the code required minimum side yard setback of 10 feet; 2)more than the code permitted maximum lot coverage of 20%; located at: 440 South Lane (Adj.to Orient Harbor),East Marion,NY. SCTM#1000-38-6-12 ' Page 2,May 17,2018 47157,Patinelli SCTM No. 100&-38-6-12 RELIEF REQUESTED: The applicant requests two variances for additions and alterations to the residence in order to expand the existing footprint of the house by adding a front covered porch measuring 21.5 feet by 10.9 feet, extending the depth of the garage by approximately 5 feet by 16 feet and squaring off the northwest corner of the home for additional living space measuring approximately 3.5 feet by 9 feet. The total increase of interior living space footprint as applied for is approximately 379 square feet. At its closest point, the northwest corner of the structure will be 9.6 feet from the property line where the Code requires a minimum of 10 feet. Additionally, when completed the lot coverage for these alterations and additions will represent 22.5% where the Code limits such improvements to 20%. ADDITIONAL INFORMATION: No member of the public or any immediate neighbor spoke in favor of, or against the application. The applicant's survey illustrates a building area of approximately 10,473 square feet north of the Coastal Erosion Hazard Line while the lot size is 14,323 square feet, overall. Proposed additions and alterations include reducing the Code conforming front-yard setback from 69.6 feet to 65.7 feet and adding second floor living space over the garage. During the public hearing, the applicant's representative was requested to reduce the proposed excessive lot coverage, to bring the application into more conformity with the Code, and to provide examples of supporting Zoning Board of Appeals decisions regarding excessive lot coverage. The applicant's agent responded on May 8, 2018 with eight Zoning Board of Appeals decisions granting relief for excessive lot coverage in the immediate vicinity and did not alter the application. The applicant's representative also provided Zoning Board of Appeals file #2282 granted June 23, 1977 as a supporting document illustrating relief for a reduced side yard setback in the immediate vicinity of South Lane, East Marion, during the public hearing. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 3,2018 at which timevritten and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. South Lane and the surrounding Old Orchard neighborhood, along with adjacent Gardiner's Bay Estates is a small-scale bayfront community of homes developed over the mid- to-late 20a' Century. Most homes in the immediate area are developed on smaller, non-conforming lots created prior to current zoning, the majority of which have been renovated and expanded to meet modern needs. The applicant's proposed alterations will not alter or change the character of the neighborhood as the two-story residence is existing and the proposed improvements are minor and are not easily discernable from the private road nor from the waterfront. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing home has stood for nearly 50 years without incident and was constructed on an angle, parallel to the east and west lot lines,to take advantage of the view. The application proposes an increased footprint of approximately 379 square feet, the majority of which, 230 square feet, is for a covered front porch. Furthermore, in order to effectively renovate the interior of the house, the northwest corner of the residence needs to be squared-off reducing the side-yard setback by six inches, not discernable from the exterior,to accommodate a bathroom. 3. Town Law $267-b(3)(b)(3). The variances granted herein are not mathematically substantial, representing 5% relief from the code regarding the side yard setback and 12.5%relief from the code regarding lot coverage. W Page 3,May 17,2018 #7157,Pat inelli SCTM No. 1000-38-6-12 it However, a reduction of 6 inches in the side-yard setback is barely discernable given the size of the existing structure, its orientation on the site and the location's open views. Moreover, the increase of the footprint when scaled against the overall lot size, 14,323 square feet including the lands south of the Coastal Erosion Hazard Line, establishes a lot coverage of 16.5%,well below the 20% allowed by the Code. 4. Town Law X267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions to a single-family residence consisting of increased living area and a covered front porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Goehringer, and duly carried,to GRANT the variances as applied for, and shown on the survey prepared by Nathan Taft Corwin III,Land Surveyor and dated November 17, 2017 and the architectural drawings labeled A-1, A-2 and A-3 prepared by Peter T. Podlas, Architect and dated January 1,2018. SUBJECT TO THE FOLLOWING CONDITIONS: The covered front porch shall remain open and not to be enclosed, nor conditioned. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. 'Pdge 4,May 17,2018 #7157,Patindlli SCTM No. 1000-38-6-12 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Goehringer,Dantes,Acampora, and Planamento. This Resolution was duly adopted(5-0). Leslie Kanes Weisman Chairperson Approved for filing —6-/ °� /2018 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �o®? s®��ey® 53095 Main Road•P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. a� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®�4+ic®� ,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MAY 17,2018 ZBA FILE: #7157 NAME OF APPLICANT: Peter Patinella PROPERTY LOCATION: 440 South Lane(Adj. to Orient Harbor), East Marion NY SCTM: 1000-38-6-12 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 13, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 24, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The applicant's parcel is a non-conforming 14,323 square feet waterfront lot located in the R-40 Zoning District and measures 68.04 feet along Orient Harbor with a western lot line measuring 222.67 feet shared with a neighboring residence to 67.34 feet along South Lane and then running south 179.37 feet along a second neighboring residence to the east. The lot is improved with a 2-story wood frame house, garage and covered front porch along with an asphalt driveway, brick walkway and brick patio, split-rail fencing on the east and west lot lines, and the remains of wood deck steps and bulkheading on the waterside as represented on the survey prepared by Nathan Taft Corwin III, Land Surveyor and dated November 17, 2017. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 15, 2018 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single-family dwelling; 1) located less than the code required minimum side yard setback of 10 feet; 2)more than the code permitted maximum lot coverage of 20%; located at: 440 South Lane (Adj. to Orient Harbor), East Marion,NY. SCTM#1000-38-6-12 Page 2,May 17,2018 #7157,Patinelli SCTM No. 1000-38-6-12 RELIEF REQUESTED: The applicant requests two variances for additions and alterations to the residence in order to expand the existing footprint of the house by adding a front covered porch measuring 21.5 feet by 10.9 feet, extending the depth of the garage by approximately 5 feet by 16 feet and squaring off the northwest corner of the home for additional living space measuring approximately 3.5 feet by 9 feet. The total increase of interior living space footprint as applied for is approximately 379 square feet. At its closest point, the northwest corner of the structure will be 9.6 feet from the property line where the Code requires a minimum of 10 feet. Additionally, when completed the lot coverage for these alterations and additions will represent 22.5% where the Code limits such improvements to 20%. ADDITIONAL INFORMATION: No member of the public or any immediate neighbor spoke in favor of, or against the application. The applicant's survey illustrates a building area of approximately 10,473 square feet north of the Coastal Erosion Hazard Line while the lot size is 14,323 square feet, overall. Proposed additions and alterations include reducing the Code conforming front-yard setback from 69.6 feet to 65.7 feet and adding second floor living space over the garage. During the public hearing, the applicant's representative was requested to reduce the proposed excessive lot coverage, to bring the application into more conformity with the Code, and to provide examples of supporting Zoning Board of Appeals decisions regarding excessive lot coverage. The applicant's agent responded on May 8, 2018 with eight Zoning Board of Appeals decisions granting relief for excessive lot coverage in the immediate vicinity and did not alter the application. The applicant's representative also provided Zoning Board of Appeals file 42282 granted June 23, 1977 as a supporting document illustrating relief for a reduced side yard setback in the immediate vicinity of South Lane, East Marion, during the public hearing. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 3, 2018 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. South Lane and the surrounding Old Orchard neighborhood, along with adjacent Gardiner's Bay Estates is a small-scale bayfront community of homes developed over the mid- to-late 20`x' Century. Most homes in the immediate area are developed on smaller, non-conforming lots created prior to current zoning, the majority of which have been renovated and expanded to meet modern needs. The applicant's proposed alterations will not alter or change the character of the neighborhood as the two-story residence is existing and the proposed improvements are minor and are not easily discernable from the private road nor from the waterfront. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing home has stood for nearly 50 years without incident and was constructed on an angle, parallel to the east and west lot lines,to take advantage of the view. The application proposes an increased footprint of approximately 379 square feet, the majority of which, 230 square feet, is for a covered front porch. Furthermore, in order to effectively renovate the interior of the house, the northwest corner of the residence needs to be squared-off reducing the side-yard setback by six inches, not discernable from the exterior, to accommodate a bathroom. 3. Town Law X267-b(3)(b)(3). The variances granted herein are not mathematically substantial, representing 5% relief from the code regarding the side yard setback and 12.5%relief from the code regarding lot coverage. k .gym, � •� '� ;� `"� �" x r "i e W ✓,. .F �m � � -, ail i ..�ear. .. � ..� .. All Nrl 10 f k a 7 I m, 6 C I ,.a vim„iy f �wu. ^ ypII y x'y II a� �I rP �. P _ s :a w B F er a 1AAM -41- z ''� �aM';.t�•g��u�ea,aa fir," Baa"","` � . 1 ' BOARD MEMBERS Southold Town Hall � Leslie Kanes Weisman,Chairperson if $0UTyOI 53095 Main Road •P.O.Box 1179 O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • y0� 54375 Main Road(at Youngs Avenue) Nicholas PlanamentolyC Southold,NY 11971 ID http://southoldtownny.gov JUN - 3 2019 ZONING BOARD OF APPEALS RECEIV ED TOWN OF SOUTHOLD %t Tel. (631) 765-1809•Fax (631) 765-9064 MAY 3 0 2019 FINDINGS, DELIBERATIONS AND DETERMINA TI MEETING OF MAY 23, 2019 S' ®ld Town Clerk ZBA FILE: #7263 NAME OF APPLICANT: Peter Patinella PROPERTY LOCATION: 440 South Lane(Adj. to Orient Harbor),East Marion NY SCTM: 1000-38-6-12 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 17, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 8, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. In August 2018 a request to construct additions and alterations to an existing single-family dwelling was reviewed and recommended as consistent. Since then the landowner demolished the dwelling. The parcel is located within the Coastal Erosion Hazard area and in the past has suffered erosion and land loss due to storm events and wave action. The coordinator supports relocating the structures outside vulnerable areas and as far from natural features as practicable. However, the applicant's builder testified that the partially re-built dwelling re-used the existing foundation that had been legally built. Therefore, it is impractical to ask the applicant to move the structure, and with the conditions imposed herein, the application is determined to be CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION. The applicant's parcel is a non-conforming 14,323 square feet waterfront lot located in the R-40 Zoning District and measures 68.04 feet along Orient Harbor with a western lot line measuring 222.67 feet shared with a neighboring residence to 67.34 feet along South Lane and then running south 179.37 feet along a second neighboring residence to the east. The lot is improved with a 2-story wood frame house, garage and covered front porch along with an asphalt driveway, brick walkway and brick patio, split-rail fencing on the east and west lot lines, and the remains of wood deck steps and bulkheading on the waterside as represented on the survey prepared by Nathan Taft Corwin 111, Land Surveyor and last revised November 12, 2018 BASIS OF APPLICATION: Request for Variances under Article XXIII, Section 280-124; and the Building Inspector's November 8, 2018, Amended November 13, 2018 Notice of Disapproval based on an application for a h Page 2, May 23,2019 #7263,Patinella SCTM No. 1000-38-6-12 permit to demolish an existing single family dwelling and construct a new single family dwelling, at; 1) less than the code required minimum side yard setback of 10 feet, 2) less than the code required minimum total side yard setback of 25 feet, 3) more than the code permitted maximum lot coverage of 20%; at: 440 South Lane, East Marion,NY. SCTM#1000-38-6-12. RELIEF REQUESTED: The applicant requests three variances for demolition, re-construction, and expansion to the subject residence in order to expand the existing footprint of the house by adding a front covered porch measuring 21.5 feet by 10.9 feet, extending the depth of the garage by approximately 5 feet by 16 feet and squaring off the northwest corner of the home for additional living space measuring approximately 3.5 feet by 9 feet. The total increase of the footprint of the interior living space, as applied for, is approximately 379 square feet. At its closest point, the northwest corner of the structure will be 9.6 feet from the property line where the Code requires a minimum of 10 feet. The applicant's combined side yard setback will be 20 feet where the code requires a 25-foot combined side yard setback. Additionally, when completed the lot coverage for these alterations and additions will represent 21.8%where the Code limits such improvements to 20%. ADDITIONAL INFORMATION: One of the applicant's neighbors spoke in favor of the application. The applicant's survey illustrates a building area of approximately 10,473 square feet north of the Coastal Erosion Hazard Line while the lot size is 14,323 square feet, overall. Proposed additions and alterations include reducing the Code conforming front-yard setback from 69.6 feet to 65.7 feet and adding second floor living space over the garage. During the May 3, 2018 public hearing, the applicant's representative was requested to reduce the proposed excessive lot coverage, to bring the application into more conformity with the Code, and to provide examples of supporting Zoning Board of Appeals decisions regarding excessive lot coverage. The applicant's agent responded on May 8, 2018 with eight Zoning Board of Appeals decisions granting relief for excessive lot coverage in the immediate vicinity and did not alter the application. The applicant's representative also provided Zoning Board of Appeals file 42282 granted June 23, 1977 as a supporting document illustrating relief for a reduced side yard setback in the immediate vicinity of South Lane, East Marion, during the public hearing. On July 18, 2018 the applicant was issued a Wetland Permit to construct additions to the existing two-story dwelling with an attached garage and covered porch addition as well as other improvements. Since then the applicant demolished the dwelling and will need to return to the Board of Trustees for further permits. EVENTS DURING CONSTRUCTION: During the course of construction the applicant's builder demolished the existing structure leaving only the sub-floor, floor joists, box, and foundation. This demolition of more than 50% of the value of the structure exceeded the variance relief for additions and alterations granted in ZBA decision number 7157. The Building Department issued a stop work order and referred the applicant to apply to the ZBA for variance relief for a demolition and the re-construction of a new dwelling. While the stop work order was in effect the Building Department verbally granted the applicant limited approval to make the house weather tight so that the "as-built"structure was not damaged by inclement weather while working through the appeal process. During the public hearing on April 11, 2019 the applicant's builder testified that upon the start of work he discovered a masonry/brick wall behind the sheetrock and siding. The building inspector confirmed that he observed some sort of brick/masonry structure behind the walls. The builder testified that it was impossible to work around the existing masonry walls and frame the new window layout. The builder demolished the entire house except the existing foundation, box, floor joists, and sub-floor in place. The builder had started framing the new structure when the stop work order was issued. The builder further testified that although the architect's plans did not show substantial demolition the builder knew from experience that he would have to demolish large sections of the walls in order to install the new windows and that he estimated building new walls into the project prior to starting construction Page 3,May 23,2019 47263,Patinella SCTM No. 1000-38-6-12 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 11,2019 and May 9,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. _Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. South Lane and the surrounding Old Orchard neighborhood, along with adjacent Gardiner's Bay Estates is a small-scale bayfront community of homes developed over the mid- to-late 201h Century. Most homes in the immediate area are developed on smaller, non-conforming lots created prior to current zoning, the majority of which have been renovated and expanded to meet modern needs. The applicant's proposed alterations will not alter or change the character of the neighborhood as the two-story residence is existing and the proposed reconstruction will not be easily discernable from the private road nor from the waterfront. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The previously existing home stood for nearly 50 years without incident and was constructed on an angle, parallel to the east and west lot lines, to take advantage of the view. The application proposes an increased footprint of approximately 379 square feet, the majority of which, 230 square feet, is for a covered front porch. The applicant is re-using the existing foundation and therefore will maintain the same non-conforming setbacks as applied for herein. 3. Town Law T 267-b(3)(b)(3). The variance granted herein for the single side yard setback is not mathematically substantial, representing 5% relief from the code. The variances granted herein for the combined side yard setback and lot coverage are mathematically substantial, representing 20% relief from the code for the combined side yard setback and 10.9% relief from the code regarding lot coverage. However, a reduction of 6 inches in the side-yard setback is barely discernable given the size of the existing structure, its orientation on the site and the location's open views. Moreover, the increase of the footprint when scaled against the overall lot size, 14,323 square feet including the lands south of the Coastal Erosion Hazard Line, establishes a lot coverage of 16.5%, well below the 20% allowed by the Code. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. As mitigation to constructing a new dwelling in an environmentally sensitive area 10.5 feet from a costal erosion hazard area the applicant shall install a new I/A Waste Water Treatments system as approved by the Suffolk County Department of Health. 5. Town Lav $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and the applicant made an application for variance relief for additions and alterations to an existing non-conforming structure. The applicant hired an attorney and a licensed architect to advise him on the limitations of the zoning code and which variance relief he should request. The architectural prints used in the application did not accurately represent the scope of work needed to complete proposed additions and alterations. 6. Town Law §267-b. Grant the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single-family residence consisting of increased living area and a covered front porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. u 1 Page 4,May 23,2019 #7263, Patinella SCTM No. 1000-38-6-12 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Lehnert, and duly carried, to GRANT the variances as applied for, and shown on the survey prepared by Nathan Taft Corwin III, Land Surveyor and last revised November 12, 2018 and the architectural drawings labeled A-1,A-2 and A-3 prepared by Peter T. Podlas,Architect, and last revised October 11, 2018. SUBJECT TO THE FOLLOWING CONDITIONS: The covered front porch shall remain open, unenclosed, and unconditioned space. The applicant shall install an Advanced UA Waste Water treatment system as approved by the Suffolk County Department of Health Services. hat the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree ofnonconformity Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Dantes, Planamento, and Acampora. This Resolution was duly adopted (5-0). { Leslie Kanes Weisman Chairperson Approved for filing �6/ 17 /2019 Scott A. Mussell ,��°sUFFQ,� STO]E AWWA\T]EIK SUPERVISOR � � I��J[A\NAG]EN[]EN1C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119710 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ]DOES '1<'HIS PROJECT INVOLVE ANY ®1F ">('IH(lE FOLLOWING: NG: Yes No (CHECK ALL THAT APPLY) ❑O 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. ❑�J C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑( D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. C, F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. District NAME. �� / .c s C lC SeCfion Block Lot (sq-t--1 /� "` FOR BUILDING DEPARTMENT USE ONLY Contact Information - 7 �i�Ni,o��Vumheo Reviewed By: Date: Property Address / Location of Construction Work: n-ZApp__row,_ed — — — — — — — — — — — — — — for processing Building PermitStormater Management Control Plan Not Required — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M." 1.000 CHAPTER 236 (Property Owner,Design ProFessionxl,Agent,ContxAetar,Other) �� __V. Q,Og��t' 6 1Z- Stormwater Management Control Plan CHECK LIST NAME: /0KE /1%0` section Block Lot eye z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Plea nm r� Date: The applicant must provide a Complete Explanation and/or Reason for not providing °1e all Information that has been Required by the following Checklist! Ign lul< TelepAone amh,t 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YE N If You answered No or NA to any Item, Please Provide Justification Here! N show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a, Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2 intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d.--Leaching Structures (e.g. infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY**** I Additional Information is Required. Reviewed & I F� Stormwater Management Control Plan is Not Complete. — — — — — — — — — — — — — — — — — — Approved By: j ® Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. Date: FORM 11 SWCP Check List -TOS MAY 2014 pF SO!/T�O! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G . Q Southold,NY 11971-0959 '� a BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Peter& Marisa Patinella 45 Peale Road Manhasset, New York 11030-2803 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 440 South Lane, East Marion S.C.T.M. 1000-38-6-12 Pursuant to Section 144-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of BP 42939, issued 8/14/2018 CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Zoning Board of Appeals, Town Trustees and the Building Dept. have issued approvals. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: 10/03/2018 ��- qn J. ars ifor uid spector rt. j N S D E V E L O P M E N T July 27, 2020 ATTN:Town of Southold Building Department Building Permit#42939—440 South Lane, East Marion To whom it May Concern, The attached paperwork submission is for issuance of the C of 0 at the above-mentioned property. If there are any items that need to be submitted please call us at(631)929-5500. D `L BVF= D J U L 2 9 2020 DUMPING DEM TM 2,7HOLD T. • ' 5500 . 92.9 5501 DEVELOP ` r sROUTEs CAW No 4f"A1 i1.004 4#'[7`�.l1 •kFI1?`• i #ftp "i;I ld4',il�p IIt�#�'! 4�,1 A" 17 'k1Y It it 44 *"- v #'A('ourt11 11�'=4I >iOt s4 I ' j �; �1j_.� 4.�f #YS it0t.K IE! A 040 Arm Io I14141gx'RGI $041NbI101 4 �rMi�M 1 Wei •x 1 CI #_`".v? _ tt. P � low OW4041 lP�$�MY7' AF , ,Pod,X 7;r af y A+**kbald qq ..tea . .. alC'w rt'#.wC;+1 '"'�' sy'.. .get .q.fAt -vro"4 nY� r11. t tr Sly yf Pu u4; " $1 �# 'or*ft MY j"j' y ' �R Imo!*AAsyy_ APO Ii��Y99 II* Tve ix s w Y 4 t x ,s"*"awaws+�, vaa- ?��#�, rn�r�nww d 4 Wllfw' y A; 1: e' �j. 1, M a s c � s tr , n rr yy r= S SURVEY OF PROPERTY SI T UA TE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK P S.C. TAX No. 1000-38-06- 12 SCALE 1 "=20' °`�•oi DECEMBER 5, 2012 �\ E` AUGUST 11 , 2013 SET PROPERTY LINE NAILS IN BULKHEAD NOVEMBER 17, 2017 ADD PROPOSED ADDITIONS AREA = 14,323 sq. ft. (TO TIE LINE) 0.329 cc. ti EXISTING TOTAL COVERAGE EXISTING BUILDING COVERAGE OVER AREA NORTH OF COASTAL EROSION OVER AREA NORTH OF COASTAL EROSION HAZARD LINE (10,473 sq. ft.) HAZARD LINE (10,473 sq. ft.) DESCRIPTION AREA X LOT COVERAGE DESCRIPTION AREA X LOT COVERAGE HOUSE 1,799 sq. ft. 17.2X HOUSE 1,799 sq. ft. 17.2X R/0 CDNC. PORCH 177 sq. ft. 1.7X R/O CONC. PORCH 177 sq. ft. 1.7% BRICK PATIO 596 sq. ft. 5.7X TOTAL EXISTING 1,976 sq. ft. 18.9% BRICK WALK 104 sq. ft. 1.OX BRICK STOOP 52 sq. ft. 0.5X SLATE WALK 130 sq. ft. 1.2X CONC. APRON 25 sq. ft. 0.2X b6 ASPHALT DRIVEWAY 922 sq. 1t. B.SX TOTAL EXISTING 3,805 sq. ft. 36.3X lb , S �, kP PROPOSED TOTAL COVERAGE PROPOSED BUILDING COVERAGE 0% OVER AREA NORTH OF COASTAL EROSION OVER AREA NORTH OF COASTAL EROSION • g�' �. HAZARD LINE (10,473 sq. ft.) HAZARD LINE (10,473 sq. ft.) 0�. DESCRIPTION AREA X LOT COVERAGE DESCRIPTION AREA X LOT COVERAGE VO,, HOUSE 2,125 sq. ft. 20.3X HOUSE 2,125 sq. ft. 20.39 O o '. . • +�lb PORCH 230 sq. ft. 2.2X PORCH 230 sq. ft. 2.2X 1 q BRICK PATIO 596 sq. ft. 5.7X TOTAL PROPOSED 2,355 sq. ft. 22.5% e •' � BRICK WALK 104 sq. ft. 1.OX ASPHALT DRIVEWAY 894 sq. ft. 8.5X �a °` � • . TOTAL PROPOSED 3,949 sq. ft. 37.79 \/ V6 . a;.. ,c s� ti gs . • � �o LO to> O ' : V; je & ..6k::: \ �� l� .y ' am �0 \ P O,, �•Fi�� - 3 , a� App\ �p�' `t o �t P ' fO \ Ph GP o• O� ? �AN j p :..........: .�.... .... �g yp P s: .. '::�' .�..:'Q�o►.:.9 Gs�"- O�i�'.. Eft'/.ST/N'GOW�l1//VG W/7f�ADf�/tTp/OERNS X1VC- E /JVST�4LLE0 S W/TH A ORYWELL SY'STlC/�! �° I7.3 1 p xOQ��S(j izi 1z 0 PAr/.yE/LA &ESZ^dffA=E 15.4 C01V77/VeA0 JV /�'a" 7'vP of BAN&, 'v' P1aNr1,vw1A1 cavraemA vac- wirer meolsvw.T PUBL/SPZ-D /PECOIf1fENAC`G L/ST X1.62r .17 NOTES: Off` 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM + / �- EXISTING ELEVATIONS ARE SHOWN THUS: _UX (o PREPARED IN ACCORDANCE WITH THE MINIMUM F.FL _ FIRST FLOOR / ^ � STANDARDS FOR TITLE SURVEY'S AS ESTABLISHED G.FL GARAGE FLOOR zi BY THE L.I.A.LS. AND APPROVED AND ADOPTED TB — TOP OF BULKHEAD 1 P�� FOR SUCH USE BY THE NEW YORK STATE LAND Be — BOTTOM OF BULKHEAD �. � TITLE ASSOCIATION. ow - BOTTOM of WALL �o?� + � tiF NFj�, \ APPROVED BY `%� N.Y.S. Lic. No. 50467 BOARD OF 1 RUSTEES �Y — TOWN OF SOUTHOLD UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF (� SECTION 7209 OF THE NEW YORK STATE DATE v COPIES OF THIS SURVEY MAP NOT BEARING �� 3o �l'g Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR DECEIEV EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. JUL20 a DDIS PREPARED, AND ON HIS BEHALF TO THE V 018 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Southold Town THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SI T UA TE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-38-06- 12 s SCALE 1 "=20' \`Q 0, DECEMBER 5, 2012 F AUGUST 1 1 , 2013 SET PROPERTY LINE NAILS IN BULKHEAD �\ NOVEMBER 17, 2017 ADD PROPOSED ADDITIONS AREA = 14,323 sq. ft. (TO TIE LINE) 0.329 ac. EXISTING TOTAL COVERAGE EXISTING BUILDING COVERAGE OVER AREA NORTH OF COASTAL EROSION OVER AREA NORTH OF COASTAL EROSION HAZARD LINE (10,473 sq. ft.) HAZARD LINE (10,473 sq. ft.) DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE HOUSE 1,799 sq, ft. 17.2% HOUSE 1,799 sq. ft. 17.2% R/0 CONC. PORCH 177 sq, ft. 1.7% R/0 CONC. PORCH 177 sq. ft. 1.7% BRICK PATIO 596 sq. ft. 5.7% TOTAL EXISTING 1,976 sq. ft. 18.9% BRICK WALK 104 sq. ft. 1.0% BRICK STOOP 52 sq. ft. 0.5% SLATE WALK 130 sq, ft. 1.2% CONC. APRON 25 sq. ft. 0.2% 14P �10 ASPHALT DRIVEWAY 922 sq. ft. 8.8% o TDTAL EXISTING 3,805 sq. ft. 36.3% (00 { .`{� lP PROPOSED TOTAL COVERAGE PROPOSED BUILDING COVERAGE . � ° OVER AREA NORTH OF COASTAL EROSION OVER AREA NORTH OF COASTAL EROSION ,0 HAZARD LINE (10,473 sq. ft.) HAZARD LINE (10,473 sq. ft.) DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE d HOUSE 2,125 sq. ft. 20.3% HOUSE 2,125 sq. ft. 20.3% COO PORCH 230 sq. ft. 2.2% PORCH 230 sq. ft. 2.2% o' d.4,. s BRICK PATIO 596 sq. ft. 5.7% TOTAL PROPOSED 2,355 sq. ft. 22.5% Q- BRICK WALK 104 sq. ft. 1.0% o G• �, o° rsq � \ ASPHALT DRIVEWAY 894 sq. ft. 8.5% �°off �, o• � o ti o [TDTAL PROPOSED 3,949 sq. ft. 37.7% �O e ot lzls v'O j OP +>��r\ St 4j A� 0 p�Q p\ Ly moo / -4- / '0 AN VV ...:: CIO 6�cO S (10 \O'` s,�� 1 `� q GJ ,y G) oti �'yc 0� ss�e V OQ• P� �i �. 5 s �I �0� Q� �F 'o. 3 e TO e �,�,.�'� -Z X 16'9 .d� 17.1 X 16.1 0�(�y 15.7 O oyv G X t s.o E�F X 16.5 4 P°\ 15.4 X l9 �✓ ` P G� X-z S�S�6P 16,4 X 16-7 15.9 4w�oo '0'2 3 7 7 O 7 s. �� °oo Bldg pept coPY from 26A 18.7 0 c,�0 Final reviewed documents 17.t �! 'N 481 Fiie M tJr'7 X Qf' r �Q' NOTES: �� °§ �� 000 °�• �� . \G� 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM _ EXISTING ELEVATIONS ARE SHOWN THUS: 10.o � O 7Q sex /QQP��ti� COQ. PR AR F.FL. - FIRST FLOOR P L EP ED IN ACCORDANCE WITH THE MINIMUM G.FL. - GARAGE FLOOR /�G h STANDARDS FOR TITLE SURVEYS AS ESTABLISHED °Q BY THE L.I.A.L.S. AND APPROVED AND ADOPTED TB - TOP OF BULKHEAD /l�P�� FOR SUCH USE BY THE NEW YORK STATE LAND BB - BOTTOM OF BULKHEAD Z. SwF TITLE ASSOCIATION. ., . TIN - TOP OF WALL �•� BIN - BOTTOM OF WALL v- � ,a"" •`fir", i✓. �.:,..Y'�• '�`*. c S 3.7 o `////\\�� '� """"`�•.�" •N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITIONTO THIS SURVEY A Nathan Taft Corwin SECTIO 209 FSTHE VN WTION YORKO STATE I I I EDUCATCOPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 EOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.D. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SI T UA TE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK s S.C. TAX No. 1000-38-06- 12 SCALE 1 "=20' o � 0,9?0 DECEMBER 5, 2012 F` AUGUST 11 , 2013 SET PROPERTY LINE NAILS IN BULKHEAD NOVEMBER 17, 2017 ADD PROPOSED ADDITIONS SEPTEMBER 17, 2017 FOUNDATION LOCATION AREA = 14,323 sq. ft. (TO TIE LINE) 0.329 cc. VtD s OCT - 22018 \ kP 17 QX e Q 'A �5s vO J 2°�r. �� ti9 pPh GP moo. pF AN O 0G y s �O ti� o ro c o. o00 0 5� r� `'✓ S 111 J ti y O a iti w�- %o P' PREPARED IN ACCORDANCE WITH THE MINIMUM /�G y STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Q 0 FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. or t � • x .Q ate+!` a f�• `^ ren�'� � 4 c � mJ tjn t,?' 4•�. N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft - Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE COPIES EDUCATION OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 FOX (631)727—,727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SI T UA TE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-38-06- 12 SCALE 1 "=20' DECEMBER 5, 2012 AUGUST 11 , 2013 SET PROPERTY LINE NAILS IN BULKHEAD NOVEMBER 17, 2017 ADD PROPOSED ADDITIONS AREA = 14,323 sq. ft. (TO TIE LINE) 0.329 C1C. ti EXISTINGTOTALICOVERA GE EXISTING BUILDING COVERAGE OVER AREA NORTH OF COASTAL EROSION OVER AREA NORTH 0`F COASTAL EROSION HAZARD LINE (10,473 sq. ft.) HAZARD LINE"(1\q1473 sq. ft.) DESCRIPTION \ AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE HOUSE \11799 sq. ft. 17.2% HOUSE 1,799 sq. ft. 17.2% R/0 CONC. PORCH' 177 sq. ft. 1.7% R/0 CONC. PORCH 177 sq. ft. 1.7% BRICK PATIO 596 sq. ft. 5.7% TOTAL EXISTING 1,976 sq. ft. T _ 18.9% BRICK WALK 104 sq. ft. 1.0% BRICK STOOP 52 sq. ft. 0.5% SLATE WALK 130 sq. ft. 1,2% Qom`' CONC. APRON 25 sq. ft. 0.2% /ASPHALT DRIVEWAY 922 sq. ft. 8.8% % J GO�G'�o TOTAL EXISTING \3,805 sq. ft. 36.3% lip o � IO�P{ / S PROPOSED TOTAL COVERAGE PROPOSED BUILDING COVERAGE "'0 OVER AREA NORTH 01 COASTAL EROSION OVER AREA NORTH OF COASTAL EROSION O HAZARD LINE (10,473 sq. ft.) HAZARD LINE (10,473 sq. ft.) ° \ DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE O � G o HOUSE �� °A. 2,125 sq. ft. 20.3% HOUSE 2,125 sq. ft. 20.3% ��O . PORCH G yo 44. o 230 sq. ft. 2.2% PORCH 230 sq. ft. 2.2% a: y\ BRICK PATIO 596 sq. ft. 5.7% TOTAL PROPOSED 2,355 sq. ft. 22.5% [� • BRICK WALK 104 sq. ft. 1.0% ASPHALT DRIVEWAY 894 sq. ft. 8.5% O O ' TOTAL PROPOSED 3,949 sq. ft. 37.7% • '9•L a QAC s9� •' ° ,\ �Q� i� \ e e• .a Q '.• a �y0 20 F Ilel 001- \ 9 � Irb % \\ pPa'�GP moo' p�C �4 ...... °P 011\ R.�G• 6�' ' to � �s \ ' 0 5 ° \ 17.3 �'R• 1 �\ S 17.1 x' X1I?Q 0�0 X 16.5 `e 1s•4 O E G slu '\_ �y X 16.7 15.9 0 X t�1 NOTES: X � G o�"�� 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM °°° �� <' /�� EXISTING ELEVATIONS ARE SHOWN THUS: 1o.o �� rix �, Cp F'-FL — FIRST FLOOR `� PREPARED IN ACCORDANCE WITH THE MINIMUM TB T — GARAGE FLOOR Z.1 /�v h STANDARDS FOR TITLE SURVEYS AS ESTABLISHED B — TOP OF BULKHEAD � BY THE L.IA.L.S. AND APPROVED AND ADOPTED BB — BOTTOM OF BULKHEAD /t„ FOR SUCH USE BY THE NEW YORK STATE LAND TW — TOP OF WALL �� J2�Gv� TITLE ASSOCIATION. BW — BOTTOM OF WALL A 2/c4,� G ,! 11��L _J N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION -•? � TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin III � �� D - R `-� # EDUCATION LAW. 0 D COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYORS INKED SEAL OREMBOSSED SEAL LL JAN 1 2 2018 TO BE A VALID TRUE COPYT BE CONSIDERED CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. T •t• IS PREPARED, AND ON HIS BEHALF TO THE • TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout r�.Q iTY l'�OF��' � LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE 631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-38-06- 12 SCALE 1 "=20' DECEMBER 5, 2012 Q, AUGUST 11 , 2013 SET PROPERTY LINE NAILS IN BULKHEAD NOVEMBER 17, 2017 ADD PROPOSED ADDITIONS SEPTEMBER 17, 2017 FOUNDATION LOCATION OCTOBER 25, 2018 SHOW WALK, PATIO & DRIVEWAY TO BE REPLACED NOVEMBER 12, 2018 REVISE COVERAGE NOTES AREA = 14,323 sq. ft. (TO TIE LINE) 0.329 ac. ti EXISTING TOTAL COVERAGE EXISTING BUILDING COVERAGE OVER AREA NORTH OF COASTAL EROSION OVER AREA NORTH OF COASTAL EROSION HAZARD LINE (10,473 sq. ft.) HAZARD LINE (10,473 sq. ft.) DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE ;OUSE 1,799 sq. ft. 17.2% HOUSE 1,799 sq. ft. 17.2% Z/0 CONC. PORCH 177 sq. ft. 1.7% R/0 CONC. PORCH 177 sq. ft. 1.7% 3RICK PATIO 596 sq. ft. 5.7% TOTAL EXISTING 1,976 sq. ft. 18.9% 3RICK WALK 104 sq. ft. 1.0% 3RICK STOOP 52 sq. ft. 0.5% ;LATE WALK 130 sq. ft. 1.2% ;ONC. APRON 25 sq. ft. 0.2% \SPHALT DRIVEWAY 922 sq. ft. 8.8% DP ' '�� ' o � p1' TOTAL EXISTING 3,805 sq. ft. 36.3% PROPOSED TOTAL COVERAGE PROPOSED BUILDING COVERAGE OVER AREA NORTH OF COASTAL EROSION OVER AREA NORTH OF COASTAL EROSION HAZARD LINE (10,473 sq. ft.) _ HAZARD LINE (10,473 sq. ft.) DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE �01HOUSE 2,053 sq. ft. 19.6% HOUSE 2,053 sq. ft. 19.6% �� \�� oc PORCH 230 sq. ft. 2.2% PORCH 230 sq. ft. 2.2% STONE PATIO 596 sq. ft. 5.7% TOTAL PROPOSED 2,283 sq. ft. 21.8% STONE WALK 104 sq. ft. 1.0% TOTAL PROPOSED 2,983 sq. ft. 28.5% J G. 1�• � ti \ A, l)'O j 96 �PtiP��QQ �° P,y doG �,� ti9 OPh GP tea• O y�F s GP� -NIq O��°� O C„ tV �oPN�CI 1r4, �' P- e P�?o ?l�' P � •c G\ 0 e\ c� C L O P� O`f•-/- FQo�EdQ �•`ar,� o �� ° Bldg Dept copy from ZBA t� mG� F�sy Final reuiewed documents `�•'� 3�0`` ti� Date:j/:x /%` `i° 0� F �QQryo�ti PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED o Q BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. G X-3 ,l� ¢y 40-N.Y�S. Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan T of t -Corwin I i i TO THIS SURVEY IS A VIOLATITI ON OF SECTION 7209 OF THE NEW YORK STATE EDUCAT ON LAW. COPESIOF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 � r r REScheck Software Version 4.6.3 Compliance Certificate D [ � �Project Patinella Residence V,72 Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family JUL 3 207 Project Type: Addition Climate Zone: 4 (5572 HDD) T�ao ��EP�. Permit Date: ��D Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Peter Patinella Peter Podlas Architect • • 'frtt%tel'+F' z^'aw�:,.�,i.:..„.,.,' s.: ,u"�.,a ' ;' .X,�v.. '.a`?'t`f,?r',r«” �tr.:n, ti yi, L,,y-Y; �•rt., i5" y.s ::."F' +3' Sfi.s, s'p.c..,.<i ;',�.'-�;w'f3` 4 kf Compliance. 0.7%Better Than Code Maximum UA. 400 Your UA, 397 Maximum SHGC- 0.40 Your SHGC. 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies erime ,R Ceiling 1: Flat Ceiling or Scissor Truss 1,450 38.0 0.0 0.030 44 Ceiling 2: Cathedral Ceiling 528 19.0 0.0 0.052 27 Wall 1:Wood Frame, 16"D.C. 1,706 15.0 0.0 0.077 131 Wall 2:Wood Frame, 16"D.C. 911 21.0 0.0 0.057 30 Window 1:Wood Frame:Double Pane with Low-E 240 0.310 74 SHGC: 0.28 Door 1: Solid 65 0.190 12 Door 2: Glass 72 0.310 22 SHGC:0.28 Floor 1:All-Wood joist/Truss:Over Unconditioned Space EDA 1,735 30.0 0.0 0.033 57 RSH Compliance Statement: The proposed building degEl,� ( I chi stent with the building plans, specifications,and other calculations submitted with the permit licatio sed b I Tis een designed to meet he 2015 IECC requirements in REScheck Version 4.6.3 and to p y t an y uPr men ted the RESch 6k Inspe tion Checklist. �L Name-Title re Date o' 0171 9Pf OF NEW Project Title: Patinella Residence Report date: 07/20/18 Data filename: OACAD\plans 2017\Patinella\Final CDs\ResChk.rck Pagel of 9 , r REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section PlansvVerified Field'`erified # Pre-lnspectlonJPlan Review Complies? Comments/Assumptions" &Req:ID Value' , Value ; 103.1, !Construction drawings and Complies 103.2 ;documentation demonstrate f ❑Does Not [PR1]1 ;energy code compliance for the �01) :building envelope.Thermal ° , E]Not Observable envelope represented on ;❑Not Applicable ;construction documents. r , 103.1, ;Construction drawings and " _ ❑Complies 103.2, documentation demonstrate 't ' t" ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ;;°;. r. '❑Not Observable !Systems serving multiple c ❑Not Applicable ;dwelling units must demonstrate (, ;compliance with the IECC !Commercial Provisions. .302.1,. ;Heating and cooling equipment is; Heating: Heating: ;❑Complies 403>7;=„ sized per ACCA Manual S based Btu/hr ! Btu/hr :❑Does Not [f?142]?``: ',a on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr •l approved by the code official. ;❑Not Applicable ; ; Additional Comments/Assumptions: 1 High Impact(Tier 1) ;2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Patinella Residence Report date: 07/20/18 Data filename: O:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 2 of 9 Section: _ " i „•. Foundation Inspection =, Complies? Comrniahts/Assump,ions,, &.Req:ID , 303'-2.1: -,A protective covering is installed to ;❑Complies [F011]z'" .,protect exposed exterior insulation PDoes Not ;and extends a minimum of 6 in. below ; ❑ ;grade. , Not Observable; _ ;❑Not Applicable 403.9': :.Snow-and ice-melting system controls;❑Complies [F012]?' +installed. ❑Does Not ` ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2; Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Patinella Residence Report date: 07/20/18 Data filename: O:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 3 of 9 `aPlans,Venfi'ed �=FieI'd;Verified = - 'Fram`in' li'3lricinspection "^ ;, : . 'complies? Comments%As`s-iimptions: -,Value_., '; -Value' _- - _-, 402 1.1, ;Door U-factor. U- _ U- ❑Complies See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FR1]1 ;❑Not Observable ;❑Not Applicable 402.1 1, 'Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402 3.1, -average). '❑Does Not table for values 402 3.3, 402 3 6, ;❑Not Observable 402 5 ❑Not Applicable [FR2]1 +@>t+ 303 1.3 U-factors of fenestration products -❑Complies — FR4 1 'are determined in accordance ' LL aur1 ;; ❑Does Not :with the NFRC test procedure orC01) ❑Not Observable 'taken from the default table. ❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier — ❑Complies FR23 J a [ ]1 installed per manufacturer's Does Not instructions. r := t;r �:ay -; �� ❑Not Observable ' tF�ui'��,r=��`��'s.,�;:,�,x;.t> ry,t� •9 <: ,,.r�s�ii❑NotApplicable ,.,a> w_ -IZIM ❑Com lies — A"F. 4_,�^t,ec,„�4Jrr;'�;EE�•�a+,:�e- ,;a"t-,�'�sJ; ��•r<K ,-x 402.4.3 Fenestration that is not site built ,' a, _y,3 . _ . p [FR2011 is listed and labeled as meeting _ -t'? ❑ i T _r' Does Not -�,-+='`•rc;;'i`..r�•k 'ri`.;yw.;WF s Y•li"1=k.°:. ;t=au AAMA/WDMA/CSA 101/I 5.2/A440s�, ,y =ire ,•:: ._;,,, is,Y. a�sr:=� µ,.Vi=,.., ., -❑Not Observable or has infiltration rates per NFRC 'b ,,. t y, =u < r.�.�iiy„� ;<f«. _ n_v_;=-,-z�❑Not Applicable '400 that do not exceed code "`°'z�`n }v' ' '; ;limits. l a''xc�,-a:;t-.">:.�'=u_�t?�1k,S4s:ia 1 ,t3c�.,`.:`�l��;.-;.F•.€;,.�.1 ,.'.R —__— �i'�'�='.�'=�v� 31;.7 J':3..-'�"IF.v"•"'.';*=,s'vSx ��F.S�r --______—____ 'SIC-rated recessed lighting fixtures nFi= :,.;, _'.- F-'F1 'y ❑Complies � tM�'1�.'•` `,.�; �..5''��-a:'"ip t %;Y'z,.z3 [FR]:G], , :;sealed at housing/interior finish r riY~"'T'`w, y3 ;�,,t14,• Does Not and labeled to indicate <2 0 cfm •r3r , :.__ r� h ,.�;i :i' =.; - >- ,rte``'rr. ' I• ��<° :_•,,.❑Not Observable ,leakage at 75 Pa. s: .,,==, a°°tr" t'k`' ri Pz?= °r,,,-,y ..... ❑Not Applicable 403 2 1 Supply and return ducts in attics i„;r;` ti ,s` ,;;r;t•.-�_ .e ;`" „_ ;;❑Complies [FR12]1 :insulated >= R-8 where duct is -^ ., °-i°¥-=.s 'i<j=r =;h` ifs_',: ;-?.= Does Not >= 3 inches in diameter and >= ,: _'-4) ±. iCa�i'7'T •f!- J :R 6 where < 3 inches. Su I and? r - �� F_.'c; 5»❑Not Observable "u fkstirF='. ?° ;❑Not Applicable return ducts in other portions of �:( 1, :the building insulated >= R-6 for i f a �” ' ttn y+F?•w>T�F 3 jOXI diameter>= 3 inches and R-4.2 ` tfq mss WQP '7 'for< 3 inches in diameter. ` ; .gzy }zna -t ❑Com lies 403„3.:3.5 ;Building cavities are not used as ;?,+ <.r:r.,,f+, ;;,;' •:-;F`=.'` :^�.;. >:; p (FRlbl3 :ducts or plenums. ;t;4 t` ,':`u'+,}��r _:' .> `x ,;'>q7=:1❑Does Not ;J ,❑Not Observable �St�;j:`':?�-'`»y'li��;� _ v3:�i:, `'9't`h;•w`y3�~'a,,,'ter y/jj•�i:A ❑Not Applicable 4`03-4`, =•'HVAC piping conveying fluids t R- R ❑Complies _ above 105 QF or chilled fluids ❑Does Not .",.. below 55 QF are insulated to aR- -,- ,3 ;❑Not Observable ❑Not Applicable 4034.1 Protection of insulation on HVAC Ih- `- r ;J Y _} ;; ,, '❑Complies IFR2411 'piping • „y1h• El Does Not i`..�,ti `;i�iNyr"�;: xS*•,^ �',i>:r'�'f'SF,^,, •,7• ' ' ;ec. rF{•2_: l..Ni.' <n,.si�y' r.yfc';r+” `❑Not Observable i = ;, .^ n;+,. ,;a. K, y ❑Not A licable -- -------- _ _.�kr'"=.- nom'.;..._--___ - ,•--r=�1;%. PP - --- -- 403`,5-J-'''Hot water pipes are insulated to R- R- ❑Complies ;[17,11°18•]?;a%„ ❑Does Not ❑Not Observable UNot Applicable ;-ae Automatic id "',,,^ s,.:_;,r .•,,�_, .,s ;''❑Com lies 4•Q3,6;*; , utomatc or gravity dampers are :f,:54 =a14�:>•;=•r, t {i`r' x.`� ,r. gsl, ,,-Z.:`.;t:°....,^i,--'•S •r��{+installed on all outdoor air ry"="�t�:.z,�tij��.�.;`�'r �rt�'�'-.;� ��.+`='3,`•-,`.�-rte i•?E�.g. �❑Does Not "`• '=5' rSyn,^":h: �.:,: 'y J;,�:3'>--',t.:io. Ya'• .z;,xr=^.'' gym v a - � intakes and exhausts. - ❑Not Observable ., __ �"' -`•.�.,£a`5 �.,,s_fi:'~••�:F,;�,;�`_�,ry '`°�=,;.;,E��,.,,_� iii[]Not Applicable ------------- - - 1 l High Impact(Tier 1) 2; Medium Impact(Tier 2) 1Low Impact(Tier 3) Project Title: Patinella Residence Report date: 07/20/18 Data filename: 0:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 4 of 9 Section = ' °,Plans°Verified .",Field-Verifieii s,;;;, " ' yµ #' Insulation.lnspectionl Gomplies?' Comments/Assumptions: & RegtlD Value llalu4 303.1 All installed insulation is labeled Y =" '❑Complies [IN131? " or the installed R values El Not provided. s ❑Not Observable ❑Not Applicable 402.1.1, :Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 i ❑ Wood ;❑ Wood :❑Does Not table for values. [IN1]1 ;❑ Steel ;❑ Steel ;❑Not Observable COO ; I❑Not Applicable 303.2, !Floor insulation installed per "� ,... ':y,,: ;° ❑Complies 402.2.7 !manufacturer's instructions and . ❑Does Not [IN2]1 !in substantial contact with the :underside of the subfloor,or floor ❑Not Observable , framing cavity insulation is in ❑Not Applicable contact with the top side of !sheathing, or continuous !insulation is installed on the :. ;underside of floor framing and extends from the bottom to the 'top of all perimeter floor framing a members. 402.1.1, !Wall insulation R-value. If this is a; R- ; R- ;❑Complies See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not 'table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass !❑Not Observable [IN3]1 ;exterior,the exterior insulation jrequirement applies(FR10). ;E] Steel ❑ Steel !❑Not Applicable I i I I i I 1 1 303.2 ,Wall insulation is installed per i, ' ❑Complies [IN4]1 !manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title: Patinella Residence Report date: 07/20/18 Data filename: O:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 6 of 9 ;rseetion Plans Verified5', Field Verified # Final.lnspection Provision's Complies. < Comments/A's§umptions &`Req.ID, Value•; Value . 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood :❑Does Not :table for values. 402.2.2, ' E]402.2.6 ; Steel ;❑ Steel ;❑Not Observable [FI1]1 ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. :(❑Does Not [FI2]1 ;Blown insulation marked every 300ft2. 'z''f' t.: •, 1EINot Observable N ,❑Not Applicable 4,02.2.3 - Vented attics with air permeable ❑Complies M22]2,`-'.',"3 insulation include baffle adjacent .,ODoes Not _:to soffit and eave vents that I extends over insulation. t= :};'` ��''.. ❑Not Observable , ❑Not Applicable �.. 402.2.4 ;Attic access hatch and door R- �� R- Cplies [FI3]1 ;insulation >_R-value of the :❑Does Not :adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies [FI17]1 :ach in Climate Zones 1-2,and : :❑Does Not <=3 ach in Climate Zones 3-8. I ❑Not Observable ' ❑Not Applicable 403.2.3 :.Duct tightness test result of<=4 cfm/100 i cfm/100 ;❑Complies [FI4]1 :cfm/100 ft2 across the system or ftz ft2 ![]Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in i❑Not Observable tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies F12711 determine air leakage with ft2 ft2 ;[:]Does Not ;either: Rough-in test:Total ❑Not Observable ;leakage measured with a pressure differential of 0.1 inch ;❑Not Applicable , w.g. across the system including ,the manufacturer's air handler !enclosure if installed at time of :test. Postconstruction test:Total leakage measured with a !pressure differential of 0.1 inch ' :w.g.across the entire system 'including the manufacturer's air , handler enclosure. ' 403.3.2.1 ;Air handler leakage designated ;` ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ; J❑Not Applicable Programmable thermostats installed for control of primary ❑Does Not ',• heating and cooling systems and initially set by manufacturer to ❑Not Observable Y. Icodespecifications. s'y"• ,I❑Not Applicable 403:1:2_' }Heat pump thermostat installed .-i. ❑Complies [FIl'0]?' 4 on heat pumps. ;., C _'El Does Not r.-.r ". .i_.. ,.•;;' ''' E]Not Observable t- []Not Applicable 403,5A1 ,"'Circulating service hot water ;. ;;_.. " , ❑Complies [FI11,)z �systems have automatic or �❑ j accessible m n Does Not a ual controls. ❑Not Observable , ' ❑Not Applicable rl High Impact(Tier 1) 1 Z'I Medium Impact(Tier 2) 3_ Low Impact(Tier 3) Project Title: Patinella Residence Report date: 07/20/18 Data filename: O:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 7 of 9 t + Plans�•Verified- Field Ver-ified f.,L = _, 'Rin'al,lnsp'ec=ti6wRro.vis'ons ;'- pk `r ;Go'mplies?,t.,-' ;Co'iiiments/Assumption's '+.Va_ lue,__- _ :V,al'u_e -i .`, - '- �.": - Cs�^ _',.•,. � _•'.�'yrl, . � aFa. ;4.03;6`:1=, " All mechanical ventilation system '-' r' -` T!'s' *, =5#4 ❑Complies y ?tea [FI25rj_v. art not=Mans of tested and listed P �,. •�9 4,_<�- �y<<tt-- r'� ❑Does Not ^. rr�9 3• '„k.1r�^+':.'t G.;� a ,i.F:i asx:•.+�.+z> 'f`�t;';,,Si ` HVAC equipment meet efficacy 7 :; „- ,.t , ;•; a :s: r• = ❑Not Observable and air flow limits. isr+p n�,c; ,.• , � ,G �.• F •:i �r at x: �'u2F.Na sa�S';.ti`xi❑Not Applicable ,,* M� x^ =�.�n_❑Complles '4;03'2'', •;Hot water boilers supplyinghet � Er=' ��.: t�__�;'-�f:'; ,«"t'' .yms; ,- ;�, l';»zts:' Does Not [F,,126�• `.i through one or two pipe heating - x#x.-,� , _._";',f _ ❑ systems have outdoor setback .,; r.y�m- �:r`iF •,s� rr� - rf_ y r,.ru aG;❑Not Observable -,control to lower boiler watery +rY, ,_.n K ,'tem erature based on outdoor �:•,-,.,;rVi)e,f,��,.�,,+�#�'i;i,,,:';t=,'-,+•yi❑Not Applicable ,!temperature. rid-t; t�?zitr�iGKlriz,'.'r; =:_`,T,". _'�,,.,,, =4Q3S':1ti1'.Heated water circulation systems �;-, - a• F ;❑Complies �-` ,? � have a circulation pump,The Iia�r�>ga•��r-_F;.!,, �*t;." ��__;,;'?z,r>,c;=>� �❑Does Not _ L`•y'fy+' «,-.F•is� c ''1 S _e,�_r= �< r,S et-, + 3=;system return pipe Is a dedicated :�;15Rr ':.,; ''; ;'.,';Ftd,''y .r return pipe or a cold water supply ' =`" '`"F''` �' `""`' °' °❑Not Observable -`•r' }pis: ' f}fu's'.;''% :? s�'�'`t,s ,>->-r.• <;.f.., ';pipe Gravity and thermos i' t'`;F I°a._.s,z,,k f. sem" s'�- =°4 ,'-"= ?❑Not Applicable f ;,;;syphon circulation systems are =;r:=4i .cr .:c< � not present. Controls for <—.� } +r 4 -ff •t }�vi.'`'ti'7-r '�-Y 4`o-i'2�",i�t4'��'•.,�,;•i's;^j'''?i��U '.;circulating hot water s stem um s start the pump with signal - for hot water demand within the Y3ixsr;, p+ ps ,'.4dk•- :r°RyF :jkt,,•.ts,z_•;? 9,! ;occupancy Controls ,4 �q't *g, 'si 7:'�f.if`'• :tr`, '-'t :i=+` w2`;+i+.z"t;,1,�;..„,,,+ _ •=�;�r-:-'automatically turn off the pump ��';�L_N.,=.*:,s't;� •�`��:-_:'�.;,,�;�-�>.e��;.y��:�'"�'�""-,-_;i ,TM„ 'i'"E= 2,=.';N��:Fr.= 'r,.°j;?.',,;c•_�,:,F a 'a�i+`a'r,Z S1 when water Is In circulation loop ,s `_::K�•�:.{at�'•+�_��;_„-�s,;,l u:._. s�,�..�* ,-3;F,;-'a,;, 1.„1<,,�� ”, k,_�y. t,;i•,_'.eu'�aYir.. „nlSatset-point temperature and �' 3r'-�'r'ej�.i"r�-�}t�i;b;s;i�t•,-= ri��•:+,.' Y-'='ta-;�i*�,`s;,� .:z,�r'.�T"Yr' , r`;��jly, ''(��S�x;'•.+ , t,'yie ti, �,,r+x.•,. _,3• -+no demand for hot water exists, j,.t`i�3 "�5 ':'mfr`�."a aY•ica�' ,7i-,a;,. A03(51 2 i Electric heat traces stems ''❑Complies LFI2i9.1,.. r..tl Y n iiR _ .y1cJ_ t,i" '+,tf1,r�}�.'l,u,s`',,,r&}_a{,•�'',•�, agSee.�a+ z'r_•S_: comply with IEEE 515 1 or UL I rr+ x� 4w; � r,,,—ti +❑Does Not Controls automatically `=fix' 4 ==t•='''��•� �; :•;ti`;> F "i:^"' r"!'F ri•v ❑Not Observable • adjust the energy input t0 the ti.,J'r' r v-`r„i, �� vry{ r�rl ”,+� ., ..'G:S.,�" 1 9Y P s..; t�,�;��•a"�. µ;�t•�t.,.;, `'~y .g heat tr icingto maintain the :':" a_ ;r,t;J,ti r+,'';r;_, t,; ❑Not Applicable ,ant; ,. -^e•<u t •,+'�t�..Jr_ � , ' `-• '.r�'. :�``.t,t,,r,.•�r,iP�.;:�ti,.rT<_Y�5,2;�.= {'desired water temperature in the .._ :_„A ,piping „'�:t��i�S=�}��;•,r'a_�_t�r?"t +�,Y-y�t'S<.'-�',.i.`�`"...i�_'�,� �;� ). P.' iii;.C..;�„F� J)�• 4p3;:5:2 ' ;Water distribution systems that ) ,:: , 'rya;,; k; ' ?r ' Y.=';:u-r.'r`1❑Complies 2.. S. :".'.{J.Aw'"-1-a �i�f"4?J'e�,'}4)i`YhiyiL•",�'.f Rr:��.. -'�'..r ki.T''-” [FI30,] have recirculation pumps that : z? "'„y} '=e_' ;•'`F °` Does Not um water from a heated water ' '. pump r e ,z'o pp y P p 1 ;x ,;f.;_,; c.., El Not Observable su I I e back to the heated f.wr•,,;ci:4 ', vz�ti zlr: yn;p': Ri Qi,ilk ~,+N ys r; z €.:,..Y°,j� iy<9❑Not Applicable t water source through a cold >:°F ;� ,G , "<v�-r 1 -- r.W K- Ft'.i,a „ tiTia:wtn�TCx''�, C.��f-dam,: Water supply pipe have ar J5_ta45r ✓'•: `;, PP Y P P r w f!=''... ,'., demand recirculation water = °system Pumps have controls -�- - .'1 'j.i:;rJBM1 ,ti.-':�ti�;^°1)'rI;'t'yi,'itt: ;;!':`''':'t.'tt�",_, :",;-'.``�;•,� that manage operation of the ,�_�.;,-��•,_:�„_„�,�,�, ,,, :� ;+.. - - _ pump and limit the temperature :of the water entering the cold =• �•f}-.'.`y��>:�=•:•�`�;:..� lbs, `water piping to 104-F, - ' P P 9 - ,. ;, .,rf,' —��; res*a -' r4,•m;��_�..:. w-,.,•:'�'`. '------'-'-- ----- --------- -- 4'0,3,5;4'iq`.,Drain water heat recovery units t a;< p '_st i: os=•, ?<;❑Com lies ( .� '-St„,`,i.� r,T�err;:;.-�.>-•.`_,�=',,yz��?s,=, ;;'n p 'FI3°ljz ')tested in accordance with CSA< �s=� awe r�,.2. =1 '; :,._,,,;-y ”- •}= a❑ _' ��r--.;•�F '•+ ;itr3'+a��t'��'Fir �Zr�T't.K9.a, DOeSNOt 655.1. Potable water-side � y i'`1r r =;tr("> 'n,? z=,•`< ': `, ">1:"w'; " -; ;: -`r ,x "I❑Not Observable ;pressure loss ofdrain water heat recovery ;:- ' i:l;•C'>_ 4 3 t4'. ,i'L'< ryunits < 3 psi for ,_4rf- g _, �`p; -+ �• :_' v ❑Not Applicable P ,•J;tGJ.�.i'_ '"` ;'fc7 .�'.*`,`'rf�`.c:'^,4,y`9•,�=.'�s,}-.'�s'a:;,:z} individual units connected to one ',r,-k rF r' ..+? 4.4u�°• °,; ,;;x _ _: - or two showers. Potable w ter- ., -�',,,,,,,)side pressure loss of dram water ��>:t;��>�;;4T4;:;:.,ctit�;.+*:=fir.-;;,r;,•.;,Wr.;t �;,�y;,� •k Y units < 2 , heat recoverpsi � ,=”rya.•"”`sd,i�' s?F ,�f.3%S'fy=:.'�„"'-'r,..c, "1?;,,t^:s`'7;X - ; for >>_F <�:�� 3,: .,,;..•' F•f_.•`r=te^e z;c-;=�. ;individual units connected to r. ?$k' ':'; t -'=;'' `_` ;`` °`•'>'='FI three or more showers - ----- ---�i}r+��8?,1"r'i v�:G�<:ar'�:?a;�i'!.,.Ur;�=�_'gitd,+r.-.ryu.,-,:••ire':-_ 404.1 75%of lam ps in permanent t;' ..x :r s.n•_ ' •,-+-.'z• ;;;ai:❑Com lies (F16)1 fixtures r 7 ° p e o 5/°of permanent ❑ fixtures have high efficacy lamps. Does Not Does nota I to I '4tri]?` ' t,="Mtr;; ?;r ` r> ;1 -';❑Not Observable apply ow-voltage i° ,,:, s: t,1 ;E'. ., 3, -,, '=:R„�•;i, :. ; rs:,..,. '❑Not Applicable ;fighting. �,-Y',sus:,��;�-,.'.rxA,,;,k,:•'-';.}r.:ra,�,.�., ..1�, []Complies 404..1:1 ;Fuel gas lighting systems have r, ',,{.'';,,. , 'h: - — ,.�. V^;r2._`�.t'SS`•ri,` „c,4'j,k!P+o �l`, "-'�:f ntFh,.d sr �;'�f}"Tr:' - � - 't":t-` i^ _ - _ _s y _er�fi�ed'•5==,' "�Field�Uerifi`ed==� -:��<-�' - -==�"�=� `Flnal••Ins .e.cttor�LRro '4��- 4i:�€; .�r+.;r,, a,t 'i�,•_.M _ _.�. _ c,. „ - Com Comments,) ''s"4 - „[':•-`fi: xV;: •1� #'�i - .,n+n t� .�' y ''sry;_ „} • � ;_iy�;'':,;'sa' ,p _ ' S4IT1ptIDnS :diyrR.e�,n��t�;�;;t,�.:.:��k.�'�„_ :.r�w�:.,��'� _ rrn�.,�;v�.. ,.r,�,,';<1'/.;alwe">__._..s�,�'�+,:,...•Val°ue;:w �.,, ,_rs;-.•-_ ,_ ,_,.. , _ -_q_ ,a.� .-cYt._.i__ _- _}c'r_ _Y`i'^• ox,ei - -.2�i1:".;�:'.`-�T. .;[7 '.`f s.'Y' :1i - �_ _ _ _ _ Compliance certificate`posted. �$ *_, "�$�r�� =EFx � .t" f[�❑Com` lies -- --- i,�ai ❑Does Not _ :,'�n;.i '',7`�,,:=''la''F,'a#s�_��7<i”74�,g,.l�_Y,jt;�`�,"3b,,,r,;.n,.�.z;�:�.;�:•}❑Not Observable ❑Not Appy>k'j .., �., �: ..� „�s�. .,�_.�,.�-;��-•.�.; cable 303 3 ",'Manufacturer manuals for ` ”` ""`` , r=-� — I'c ;f~ - Y. `r:t_r;r ,`K" .❑Com lies Ix [FI1'8]3 ' ;mechanical and water heating " :+` ,,u' z*'' '^' -'°`K+ ,,. _..,; . ;_ :` s ;IMM fat :.. a',,, k `' ],a❑Does Not ;systems have been provided. s ,i;! •_;�,: =!in ❑Not Observable ?�❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) -y2�7 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Patinella Residence Report date: 07/20/18 Data filename: 0:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 9 of 9 2015 MCC Energy LVJ Effidency cerU ovate Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): III` A e j. Window 0.31 0.28 Door 0.31 0.28 Mlil .� Heating System: Cooling System: Water Heater: Vv i Name: Date: Comments . REScheck Software Version 4"6"3 Ar W Compliance ��'��n=��=��o�=��^ �--��v� � � ��0� �� w�� Certificate ��w�� Project P@t'OeUa Residence � Energy Code: 2015UECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: PeterPatine||a Peter Pnd|asArchitect Compliance 0.7%Better Than Code Maximum UA 400 Your UA. 397 Maximum SHGC. 0.40 Your SHGC- 0.28 The%Better v,Worse Than Code Index reflects xvwuvsetocvmvoancemexou,euu"seuoncvu°t,vue'vffm/es /tDOES NOT provide anestimate o,energy use mcost relative maminimum-code home Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,450 38.0 0.0 0.030 44 Ceiling 3: Cathedral Ceiling 528 I9.0 0.0 0.052 27 VVaU l: Wood Frame' lO" o.c. 1.706 15.0 0.0 0.077 I]l Wall Z:Wood Frame, za^ nz. 911 21.0 0.0 0.057 ]O Window 1: Wood Frame:Doub|ePane with Lnw'E 240 0.3I0 74 SHG[: 0.28 Door l: Solid 55 0.190 12 Door Z: Glass 72 0.310 aa aa Floor 1:All-Wood jo ist['Fruss:Over 'ReA 1,735 30.0 0.0 0.033 57 OMA ell.Compliance Statement: The pro ing d signQ cril d here is consistent with the building plans, specifications, and other calculations submitted with the r 1 qppI t The o d building ha,5 been designed to meet the 2015 IECC requirements in ja REScheck Version 4.6.3 and to m ithWtory ts ' t in the REScheck Inspection Checklist. LU Project Title: Pat neUa Residence Report date: 07/20/I8 Data fi|ennnne: O:\[AD\p\ans 2017\PatineUa\Fina\ CDs\ResChk.rck Pagel of 9 REScheck Software Version 4.6.3 �rliInspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code' requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ;. Section~ " ° ;p.lans-Verified'. Field Verified Com lies? "_Comments/Assump_tio'ns f P.r6-Inspection/Plan Review Value' Value p = - & R, q.ID " ❑Com lies 103.1, ;Construction drawings and P 103.2 documentation demonstrate ❑Does Not ; [PR1]1 energy code compliance for the ;❑Not Observable ' } building envelope.Thermal ;? :*_y I .:.. " Not Applicable envelope represented on y; - ,•` construction documents. 103.1, ;Construction drawings and f' v❑Complies 103.2, ;documentation demonstrate [' "T❑Does Not 403.7 ;energy code compliance for } ❑Not Observable [PR3]1 Jighting and mechanical systems. Systems serving multiple 1' a❑Not Applicable dwelling units must demonstrate ':, (compliance with the IECC Commercial Provisions. •302'`.1, ". .,j Heating and cooling equipment is: Heating: Heating: ;❑Complies 463".'T•" sized per ACCA Manual S based 1 Btu/hr Btu/hr �❑Does Not Ion loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methodsBtu/hr ; Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2,1Medium Impact(Tier 2) 1,-3Low Impact(Tier 3) Project Title: Patinella Residence Report date: 07/20/18 Data filename: 0:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 2 of 9 Sectiori. ;• :, ; ; f.,.. v # Foundation Inspection ,Complies? Comments/Assumption's . & Req.ID 303".2.1"",;A protective covering is installed to ❑Complies [FO11]?''A protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑ ;grade, , Not Observable; ❑Not Applicable 403,9 =j Snow-and ice-melting system controls;❑Complies [F,O12j?,. installed. j❑Does Not 0"",_" ;❑Not Observable "i ;❑Not Applicable Additional Comments/Assumptions: r' 1 High Impact(Tier 1) —r 2 Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: Patinella Residence Report date: 07/20/18 Data filename: 0:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 3 of 9 SectionVerified- Framing ' Plans':Verified Field Verified Framing;(Rough-ln Inspection- clomp,lies? Comments/As`sumptlons:; _ :•Value- Valuer. ..` ID Fteq' 402.1.1, I Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FRl]1 ;❑Not Observable i ;❑Not Applicable + 402.1.1, ;Glazing U-factor(area-weighted U- U ❑Complies ;See the Envelope Assemblies 402.3.1, ;average). :❑Does Not , table for values. 402.3.3, - ❑ 402.3.6, ! Not Observable , 402.5 ;❑Not Applicable [FR2]1 ," t. • ;..- .;, 4s❑Complies 303.1.3 �U-factors of fenestration products . ",= , � F � ,. •'-`" �••. � �.. [FR4]1 ;are determined in accordance El Does Not ; with the NFRC test procedure or ., 71EINot Observable ;taken from the default table. y, :,. ~ ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier f ,, ;"f' E❑Complies [FR23]1 iinstalled per manufacturer's i,_ El Does Not t ;instructions. !''.. ?• QNot Observable ENotApplicable 402.4.3 !Fenestration that is not site built l;y';t:J°';3 :.: ; ❑Complies [FR20]1 �is listed and labeled as meeting ` ,. - ❑Does Not lAAMA/WDMA/CSA 101/1.5.2/A440 e" ,`.; `' . ;'❑Not Observable !or has infiltration rates per NFRC f,• . . ; '400 that do not exceed code `k ' 4" (❑Not Applicable limits. -11C-rated recessed lighting fixtures,-;:...f ..' Y5`c`V`;l- `` ':i❑Complies [FR16]? sealed at housing/interior finish i❑Does Not and labeled to indicate <2.0 cfm i..'r "_ tr t` <} i1j❑Not Observable d* . •: leakage at 75 Pa. :` _ f 9; i❑Not Applicable 403.`2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 !insulated >= R-8 where duct is ❑Does Not ; >= 3 inches in diameter and >_ ;t T ❑Not Observable ' R-6 where < 3 inches. Supply and:"--r;;".`*'' SF !return ducts in other portions of 4r." `= r_ :❑Not Applicable !the building insulated >= R-6 for diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. _ =` 403.1.'3.5 ,;Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. yx' ❑Does Not J❑Not Observable F, i )° ,•:;n- ❑Not Applicable "403:4;;°`''i HVAC piping conveying fluids R- R- ;❑Complies [Fft17]z v.`)above 105°F or chilled fluids !,❑Does Not below 55 4F are insulated to >_R ! 3 � ;❑Not Observable . i ; ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ;" '.; : ;;;: - 7,-r,.,.;--.e.-; _+❑Complies [FR2411 piping. F,t :x 4's'`' .r,: , ,: El Does Not ; + i " `;❑Not Observable ' ,.. ;;❑Not Applicable :403,5•3'' , Hot water pipes are insulated to ; R- R- ❑Complies [yFRT8] : >_R-3. ❑Does Not ! ;.; i❑Not Observable !❑Not Applicable :: .. _ „...;� '- `_ ❑Complies 4'03.6'•-< :,Automatic or gravity dampers are _ , e�;. " " ¢� _" ; [F'R19,"-?- ; installed on all outdoor air ?kr;,s.: : `` YJ' l I❑Does Not -'G �. P.�, �;v~•F. ,+ 'yf':' •��a :.' , `i intakes and exhausts. "-_ :: �' :.'' ❑Not Observable ❑Not Applicable t, 1 High Impact(Tier 1) 2 Medium Impact(Tier-2) — 3'Low Impact(Tier 3) Project Title: Patinella Residence Report date: 07/20/18 Data filename: O:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) rr2 TTMedium Impact(Tier 2) 3 Low Impact(Tier 3) _-- ----- ------�-�--- r Project Title: Patinella Residence Report date: 07/20/18 Data filename: 0:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 5 of 9 Section, . " ' plans Verified Field,Verified # Insulation Inspection CornpliesT. Comments%Assumptions . & Req'' D- _ Value =Value 303.1: JAI] installed insulation is labeled t. F., ' •_ ❑Complies [IN1312 or the installed R-values I :.4 ❑Does Not ; , - ?Jprovided. i ❑Not Observable I *° -,❑Not Applicable 402.1.1, !Floor Insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402 2.6 ;❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel []Not Observable ' ;❑Not Applicable , , ha, .�,, 303.21 ,Floor insulation installed per M., .>'` j❑Complies I 402.2.7 !manufacturer's instructions and 1 .' '• - ','F❑Does Not [IN211 ;in substantial contact with the ; ,underside of the subfloor, or floor E40) ❑Not Observable Waming cavity insulation is in ❑Not Applicable !contact with the top side of sheathing, or continuous " i insulation is installed on the ;underside of floor framing and extends from the bottom to the i;= ;f top of all perimeter floor framing t, ' s j members. I„ 402.1.1, ;Wall insulation R-value. If this is a;, R R- :❑Complies ;See the Envelope As.emblies 402.2.5, mass wall with at least M! of the ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.6 Iwall insulation on the wall `❑ Mass ;❑ Mass ;❑Not Observable [IN3]1 ;exterior, the exterior insulation ' ;requirement applies (FR10), ;E] Steel ;E] Steel ;❑Not Applicable i 303.2 Wall insulation is installed per ;❑Complies [IN411 manufacturer's instructions. t: w. ❑Does Not ❑Not Observable i s y❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2~Medium Impact(Tier 2) 3 Low Impact(Tier 3) ------- -- - [5- Med _ - Project Title: Patinella Residence Report date: 07/20/18 Data filename: 0:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 6 of 9 Section ; Plans Verified. Field\lerified # Final l'nspection--Provisions'' Complies?' Comments/Assumptions- Req:ID Value Value 402.1.1, ;Ceiling insulation R-value. R- R- '❑complies .See the Envelope Assemblies 402.2.1, ;❑ Wood :[_1Wood .❑Does Not table for values 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ; ❑Not Applicable [Fill' ; 303.1.1.1, !Ceiling insulation installed per _ _ AE]Complies 303.2 !manufacturer's instructions. l' " t. �' ` - ' PDoes Not [FI2]' ;Blown insulationked every ❑ Not Observable 300 ft2 mar. ❑Not Applicable _ 402.2.3 ;Vented attics with air permeable "` :"ElComplies [17122]2 =,insulation include baffle adjacent R - r i❑Does Not to soffit and eave vents that extends over insulation. 1❑Not Observable 1 .;❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- '❑Complies [FI3]' !insulation zR-value of the ❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F]17]' i ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable i❑Not Applicable 403.2.3 Duct tightness test result of<=4 ; cfm/100 cfm/100 '❑Complies [F14]' cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ; handler @ 25 Pa. For rough-in ❑Not Observable ;tests, verification may need to ❑Not Applicable !occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]' ;determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ; leakage measured with a ; ;❑Not Observable :pressure differential of 0.1 inch ;❑Not Applicable ; w.g. across the system including ; ;the manufacturer's air handler ; !enclosure if installed at time of !test Postconstruction test:Total !leakage measured with a pressure differential of 0.1 inch , Iw.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [17124]' by manufacturer at<=2% of ;❑Does Not ;design airflow. ❑Not Observable 3❑Not Applicable 403.1.•1,.`" Programmable thermostats )_, '{ s.- ❑Complies [1719]2 i installed for control of primary f , - _ ❑Does Not heating and cooling systems and "., ❑Not Observable initially set by manufacturer to l+, code specifications. {. )'❑Not Applicable 403.1;2,x' Heat pump thermostat installed ,"" a ❑Complies '[FI.10]? on heat pumps. "5 `�❑Does Not ; '❑Not Observable ' ❑Not Applicable 403:15:1 Circulating service hot water „ i'; ❑Complies [17611]?` :isystems have automatic or ,. _ ,❑Does Not „ ;accessible manual controls. ;.. . ;:.;'' -;❑Not Observable -;❑Not Applicable 1 High Impact(Tier 1) i 2' Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Patinella Residence Report date: 07/20/18 Data filename: 0:\CAD\p1ans 2017\Patinella\Final CDs\ResChk.rck Page 7 of 9 `Section,, Plans,Verified ' Field Ve'rified " # :Final,Inspectiorr.0rovisions .Value, ValuComplies?- • :Comments/AssumptioNs:°. _ e -_ - 403.6:'1- jAll mechanical ventilation system! " �;` - `. ❑Complies [FI25]2 ifans not part of tested and listed °? e ❑ ) t.i- k..` t(xA, ; Does Not HVAC equipment meet efficacy >:' k f ; ; y ❑Not Observable and air flow limits, t❑Not Applicable 403.2 ;Hot water boilers supplying heat !❑Complies [FI26]?`''° through one-or two-pipe heating f,'` ?❑ systems have outdoor setback Does Not J control to lower boiler water ;❑Not Observable `i temperature based on outdoor r' >❑Not Applicable temperature. 403.5:1.1-'i Heated water circulation systems ❑Complies M [F12812` - ,1 have a circulation pump.The ❑Does Not lsystem return pipe is a dedicated `Y t .,` return pipe or a cold water supply ;❑Not Observable ; pipe. Gravity and thermos- ``a = r "' ";'❑Not Applicable )syphon circulation systems are { not present. Controls for circulating hot water system 4.,. '-_ ='}pumps start the pump with signal£- ';for hot water demand within the occupancy. Controls automatically turn off the pump r r� when water is in circulation loop a.'•t': is at set-point temperature and : no demand for hot water exists. 403.5:1:2'i Electric heat trace systems - ❑Complies [F129]2' _ ,{comply with IEEE 515.1 or UL = ;.,, ❑ ` 515. Controls automatically Does Not i r• ❑Not Observable adjust the energy input to the fheat tracing to maintain the i' : 1 ,❑Not Applicable ;desired water temperature in the piping. 403:5'.2° J)Water distribution systems that ;❑Complies [FP30]? ,have recirculation pumps that : h; .'❑Does Not pump water from a heated water supply pipe back to the heated ;, =' _;'` ., - •'❑Not Observable k'- water source through a cold t, (,. f3❑Not Applicable ;water supply pipe have a demand recirculation water system. Pumps have controls Ithat manage operation of the pump and limit the temperature j ti fof the water entering the cold water piping to 1049F. ` 1 403:5.4. •i Drain water heat recovery units ;; :,' T ti~ „❑Complies [FI31]?' ,1 tested in accordance with CSA ei, ;,.:, a ]❑Does Not 855.1. Potable water side ... y >• ❑ Not Observable pressure loss of drain water heat i recovery units < 3 psi for r r, ;❑Not Applicable :.individual units connected to one I or two showers. Potable water- ..- side pressure loss of drain water s heat recovery units < 2 psi for j individual units connected to three or more showers. )•` j 404.1 '75%of lamps in permanent ❑Complies [F16]i fixtures or 75%of permanent ❑Does Not ;fixtures have hi g e h ff icacy lamps.?, '' "' '' J :!' a❑Not Observable Does not apply to low-voltage ,lighting. ❑Not Applicable 1 ;Fuel gas lighting systems have ,;` " ❑Complies 2[F12,11: i no continuous pilot light. J ]Does Not t1� _ . :., ;❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) J"z ,Medium Impact(Tier 2) 3',J Low Impact (Tier 3) Project Title: Patinella Residence Report date: 07/20/18 Data filename: 0:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 8 of 9 Section ; ' Plaris'Verified Field'Verified ` # u.Finai 1p!spection Provisionsa` Compfies?,''•` Comments/Assumpt%ons" Value; Value: ; 40,1:3 ,Compliance certificate posted. ,' rr s''•" ❑Complies F.67 .;4, 1 [ ]? ' ? „'s k' ,❑Does Not y❑Not Observable ENot Applicable ❑Com lies 303.3" `Manufacturer manuals for I - ": =r` P [F.118]3 .?mechanical and water he s,,'.;- ;^ '�❑Does Not "systems have been provided, - :i'❑Not Observable i ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) �2 Medium Impact(Tier 2)_ 3�Low Impact(Tier 3) Project Title: Patinella Residence Report date: 07/20/18 Data filename: 0:\CAD\plans 2017\Patinella\Final CDs\ResChk.rck Page 9 of 9 2015 IECC Energy Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): ama Window 0.31 0.28 Door 0.31 0.28 e' e e e e e ? it '�;�- .._�.y.$-^;,,••. s_�y'"; Heating System: Cooling System: Water Heater: Name: Date: Comments 5 U RYEY OF PROPERTY NOTES: SITUATE EA5T MARION 1. FUJI GEN- 5 (440 GALLONS PER DAY) TOl�tN OF 50UTHOLD 2. THE DE516N ARCHITECT SHALL OBSERVE THE OWT5 AND LEACHING FIELD PRIOR TO BACKFILL AND X 15.0 Q\eq'"ry �. b��tp� DURING SYSTEM STARTUP. 5U F FOLK GO U NTY, NEN YORK 3. THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT J FROM 5GDH5 AND SHALL BEAN AUTHORIZED INSTALLER. S.G. TAX No. 1000-38-06-12 4. THE OWT5 INSTALLER SHALL RE615TER THE ON51TE TREATMENT SYSTEM WITH 5GDH5. THE DESIGN ENGINEER Ilk A�'' �0 SCALE 1"=20' SHALL PROVIDE RECORD DOCUMENTS A5 REQUIRED BY 5GDH5. 'J� � /�1� h�°�� A �� AREA= 14,323 sq. ft. 0.32q ac. 5. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO 5GDH5. 0 S 'w �P`0 X 1S3 6. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWT5. X 15.8 �F o NOTE A i o- EXISTING SEPTIC SYSTEM TO BE ABANDONED, � �y yG ;r PUMPED GLEAN,REMOVED AND REPLAGED tO �� c�a95 0 NITHI/AONTSSEPTIC,SYSTEM 1. PROVIDE 2"VENT PIPE FROM THE OWT5 TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE °� �\\ ROOF DRAINAGE SYSTEM CALCULATIONS: 5EWER VENTING SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWT5 TO o �� 0oe�eyeeae THE HOUSE 50 ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT. t6.2 e° �,tp,,�-1sb��,y�, x 152 •co� 0e°°\- ROOF AREA: 2,283 sq. ft. X TEST HOLE T � � o a10°o�`� 2,283 sq.ft. X 0.11 =389 cu. ft. 8. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF 5EWER AT POINT OF CONNECTION PRIOR TO o��`� GOMMENGEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY 1�5 oGss�S-� SO QUO � o�ea �, 3 ROG IDE:/(42 2 diq.2 vertical ft o�8'dia.RM leachinglN POOLS pool rquired DISCREPANCIES IN THE INVERT ELEVATIONS. X _ y� ,�o tS.eX o5 q. INLET/OUTLET 4" PVC PIPE 03034 5DR 35 @5= 0.0104 MIN. 3/4" PVC CONDUIT FOR AIRLINE. ° `-1 '\0 ?F°e�GtiP �pp`'ee00 10. OWT5 SHALL BE TESTED FOR WATER TIGHTNE55 AFTER INSTALLATION U51NO A METHOD APPROVED e �ti��5 n 5 \G�C9 The covers for the Fuji system are less than 601os, use Tuf-Tite BY THE MANUFACTURER. a�P\y9. 16.4 Syc \�h�e�"e P�0 safety screen/device � 166 G°� X 0 �� ti` �� 11. FUJI RF-GOMMEN05 INSULATED R15ER5 & COVERS A5 WELL A5 FOAM BOARD MIN. RS OVER THE UPPER . v' X HALF OF THE TREATMENT TANK. -P. yo as FJ,FJ� � 12. OWNER CARE OF SANITARY SYSTEM. FAMILIARIZE ONESELF WITH THE MANUFAGTURER15 \b5 p 16.5 X e RECOMMENDATIONS FOR CARE OF SANITARY COMPONENTS. PRIOR TO ANY FUTURE 51TE WORK ALWAY5 X 16.6 �`c G�,,�°� ab ��o�� ERECT CONSTRUCTION FENCING 8' BEYOND THE PERIMETER OF THE WA5TE WATER TREATMENT UNIT TO e-°coQ�Po. PROTECT THE COMPONENTS FROM VEHICULAR DAMAGE. ��04Po� �� c yo ��Q`c�,� 10� ebb 13. IF PLANNING TO DIG - BY LAW, EXCAVATORS AND CONTRACTORS WORKING IN THE FIVE BOROUGHS OF c�ti �� ' �3 �� T J) P ego` � NYG AND NA55AU AND SUFFOLK COUNTIES MUST CONTACT NEW YORK 811, 1-800-4480 OR 811 AT LEAST 48 oS�� ti Fyc tiA ,p �Cj ��'� HOURS BUT NO MORE THAN 10 WORKING DAYS (EXG. NEEKEN05 AND LEGAL HOLIDAYS) PRIOR TO � �� NOTES: BEGINNING ANY MECHANIZED DIGGING OR EXCAVATION WORK TO INSURE UNDERGROUND LINES ARE Ga 1bo 'eta\- MARKED. 1. ELEVATIONS ARE REFERENCED TON.G.V.D. 1q2 DATUM EXI5TiNG ELEVATION5 ARE SHOWN THUS: eo0a�d <� �o�ti�,�P�y ¢� PROPOSED SEPTIC SYSTEM DETAIL LEAGHIN6 POOL5 5 ° HOUSE ELEV`. 18.0 ACCESS (NOT TO GC'v'ERS r,? SCALE) M1,415H•,:^RADE � EL. GRADE FINISHEDLGRA[iE ELEV.15.8' 16.4 TEST HOLE DATA \Oa OF�� 0JV��P ¢UZOU�� MIN.4" MIN.4" i 1 ��-TOP EL.14.8' (TEST HOLE DUG BY MGDONALD GE05GIENGE ON 08/01/201q) 10 QO¢oFpG�OQ s9 e�,� o° C �� GEN 5 LEACHING -tom EL. ��e 6 �To �4 INV.EL. APPROVED PIPE min.PITCH POOL 15.6' 0 0�`��0`��PO`� \�� C 16.0' min.PITCH 1/4"/1' INV.EL. I o 3'GLEAN SAND BkOPNIN SILTY SAND 6 �O` 0� ° EL. 5.4' INV.EL.13.61' o COLLAR ?O0G'F P��°�� b'ee� � 10.q' I- INV. 15.24' 1 F° J� 3 ,Ti� c'i;�`a�il nt `=T{,:�12,:/1. •4�iCu9L.::. FS:+ [ 10.30 -see detail-� EL J. MIN BOT.EL.4.30' tt .' y � is Lyi i Ii�.t'i .�' III P� 56 S �' .r w.q.,d'CP ;+ .zfQ. rc- .q.-• v.n t w^�p1 v+•+ (HIGHE5T EXPECTED ELEV.0.b0' 9�� Q P ('r-M or:: ...i Y`o'x4;,77.{.'+.�:....E.`. t �«.8..t!':i.1-r3a Sulb rli PALE Dy.( Q� DISTRIBUTION POOL- GROUND YIATER) 16.6 1xnNIIV11,7- 1 POOL SYSTEM 5P S �� OWTS TANK(1) LEACHING POOLS (1) e� ti 1.ONT5 TANK 4 BEDROOM HOUSE 15 GEN 5. ° �y�� 1.MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE 15 300 sq ft 51DEV`IALL AREA. ° EL. 15.0 ° Qh �o y 2.ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 ViATERTIGHT. 1 Leaching FOOLS;10'DEEP,(10 V.F.T.x 10'Dia)w/1 exp GROUNV.6' 75.9 �y� 3.THE OWT5 TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS 2.LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED GONGRETE(OR EQUAL) WATER (KITH A MAX.TOLERANCE OF 1/4"IN ANY DIRECTION) LEAGHIN6 STRUCTURES,SOLID DOMES AND/OR SLABS. WATER- P�LE ° HIGHEST � �ND �P ho ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL. 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). �04.A 10'min.DISTANCE BETNEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. EXPECTED SIP �0� 28 c4,o/1V 4.A 10'min.0I5TANGE BETNEEN ONT5 TANK AND HOUSE SHALL BE MAINTAINED. 5.AN 8'min.DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND ONT5 TANK SHALL BE MAINTAINED. 11 °o AT TAC a Ev D SK-c � GRADING F :D/ n PLOT l�l_AIy � °� ENGINEERS CE?T;s I�AT=�1d R= � � ..u I~I.� � �3P �., C SITE INFORMATION 5V b� P.F. R.A. �� _fit iR�O. 16.3 Qryp'n' SanitaryIT Site Plan " � Su��:IT �� :..-t: iF��-i.:.t:� 1 20 � . . ' SGTM# 1000- 38-06-12 P�m� /fir ' o z�� Vr' �'_ (�1`• STS SEP 1 0 �1g FEMA ZONE: FOR FI�AI.A,F�P,-�GtA!. �.;:L I"GRS.z�el�`6�a�r�-��. LOT AREA 14,323 5.F. SGHD �PPROYLRE '�` T _ PROP DWELLING WITH 4 BEDROOMS a PROP SEPTIC SYSTEM FOR 4 BEDROOM DWELLING �� % 4� %U2.8 (1) FUJI GEN- 5 (OWT5-440 GPD) p� _ (1)' 10' dia. x 10.0' DEEP leaching (300 5.F.5.W.L.A.) nWCHIt'S: f`� 'USING (1) leaching pools w/ 1 Expansion �( �"• ' SAS O SYSTEM D ES I G SUFFOLK Cty '.'y DEP,�RT".EDIT OFHrALTH SEnVICES `' O 0 � LOCATION ADDRE55: 440 South Lane, E. Marion, NY •�► TOWN OF SOUTHOLD PERMIT Fc^APPROVAL OF Car.STRuCTIn Falx A 1� SUFFOLK COUNTY O SFT*!'-E Fmin_y RESID04=ONLY � '; �`� PATIN ELLA VERTICAL DATUM - U5G&65 DATUM (NGVD 1 q88) , AUG 2 7 2019 4._ BOUNDARY AND TOPOGRAPHY BY FIELD MEASUREMENT BY DATE 11.a. REF. No. CZIO-I q- CSU cl _. PETER PODLA5 ARCHITECT NATHAN GORWIN, L.5.P.C., DATED 7/7/20lq - APPROVED F-� BOX 1055, REM5ENBURG, NY 11 q60 fr. + _ "'•� FOR Ct';AAtt' um OF_ w BEDROOMS 631-325-Og2q 6+ EXPIRES THREE YEARS FROM DATE OF�APPitOV,��L 440 South Lane, 4s;"4. . 1 DATE: 08/14/1 q SCALE: A5 NOTED FUJI GEN-5 East Marion Page 1 of 3 `ta139 SEPARATION 015TANCE REQUIRMENT5 FOR SANITARY 5EPTIG TANKS, I/A OTY45 z-1/2"VENTILATION PIPE CHAMBER Volume(gal) SCUM BAFFLE B MIN.HORIZONTAL SEPARATION DISTANCES: 3/4" Sedimentation Chamber 277 ?'-10 L-1-L-1L-II I A.BUILDING W/CELLAR=10'-0" (2) Anaerobic Filtration Chamber 278 —Ri—m—n=II) SYSTEM WILL VENT B.BUILDING ON SLAB=5'-0" G) Aerobic Contact Filtration Chamber 127 =1i1-L=L�IDi THRU THE 5EWER 2'-10 1/4" 2'-"i 1/2" 2'-0 3/4" 1-�-I -I I I-III-T-III-I I I G.PORCHES,DECKS,HOUSE OVERHANGS,CANTILEVERS,ETC=5-0" iII—II—ID— LINE&UP THRU RECTRcuLATTON ® Storage Chamber 63 —ITI u1 n1— 1 D.WATER LINES=10'-0" --u II=i HOUSE PENT& AIR LIFT PUMP �5 Disinfection Chamber T-III—iT E.SURFACE WATER(WETLANDS)=15'-O" � II �-�i1�= THERE 15 NO DISFECTION ll III-1 1-T F.PUBLIC WELL=200'-0" INTotal Volume 749 ill—iii—�—ii HOUSETRAP CYLINDER(OPTIONAL) 1 1=T=j[I-111 G.PRIVATE WELL=15-0" H.RETAINING WALL(WTRPROOF)= 10'-0" Tmi 1m_m�1 HOUSE WA5TE INLET PIPE 4"OUTLET 1=1Tj=j�1--j� J.U/G FUEL TANKS= 10'-0" PIPE SPECIFICATIONS iil11_�-1 LINES K.U/G UTILITIES=5'-0" 4 0 �---mill CONNECTED A A Anaerobic Media PP/PE Filling Rate 320/0 TO SEPTIC L.ROAD STORM DRAINS=20'-0" o M.ON-SITE STORM DRAINS= 10'-0" Board Type Aerobic Media PVC/PP/PE Filling Rate 16°ro Wml SYSTEM M N.CATCH BASINS(NON-LEACHING)=5-0" Aerobic Media PP/PE Filling Rate 57% 0.SANITARY LEACHING POOL=V-0" — Blower 2.8 cfm rL=ID P.SEPTIC TANK, PUMP 5TA OR M.H.=5'-0" EFFLUENT III�m Q.PROPERTY LINES=5'0" INLET-- AIR LIFT PUMP Tank FRP PVC,03034 m=m= BAFFLE Piping PVC/PP/PE 5DR 35 Trll R.SWIMMING POOL=20'-0" � © PVC NYE W/ 5.TOP OF EMBANKMENT OR STEEP SLOPE(15%SLOPE OR GREATER)=25-0" Access Covers Plastic/Cast Iron 24"Ml�! E THREADED I-III= T.BLUFF=65'0" Disinfectant(Optional) Chlorine Tablets TO OWT5 GAP U.DECK/RAMP=5'-0" _ — — — — — — — RECIRCULATTONPIPE PLOW BAFFLE 1/2"AIR INTAKE (CLEANING OPENING) FLOW OPENING(TVP.) B 11 I SEPARATION D15TANGE REQUIRMENT5 FOR LEACHING PLAN VIEW- FUJI UNIT CEN-5 PIPET IRON STRUCTURES - 24„ GI TO PVC, = — 18"MANHOLE(TYP) 18"MANHOLE(TYP) 24"MANHOLE(TYP) DISINFECTION MANHOLE HOUSE a 7 Alarm Grruit0reab'er p 4 ' t Float SMtsh,Pressure Sa =h, Test''htxr 11 r d Te-,tJMxmal/'5!encesuit.h 51lerxeSxRch itN DWELLING ELECTRICAL PANEL PolyCirc�RE , r ;., cover (Extra.. � '•-.., k.,,�. Alan Ee 3n das=harenW'nP9 # ,.,,, ,q• +=waveu :aawa's'" 5€" Pressure Switsh #I EIffr. MAIN BREAKER , a r, CIRCUIT BREAKER 5PEG544 , GB A- 15 AMP ` " �:;"�' •"; :" '° 4" pad : sg "�., �i} �tt j61 Te minat E;3cY 771 xsfas 781 VIMVIMnc. pa Ct2 GB 1 - 15 AMP = s :- GB 2 - 15 AMP . .: 1)Power from panel-using a 15 AMP _ breaker CIRCUIT GB 3 20 AMP1 { 2)Line Float to BREAKER A 3)Power to Mae BIower using 15AMP ' xB; -----«M-.w breaker ELECTRICAL :_ ; t1 ;,wrt 4)Line for alarm F SERVICE TO FUJI Float Alsrmtn� ;;, •;' ;,', ,-tim:. ;:, M. SCHEMATIC OF CONTROLLER PANEL AND BLOWER �� CONTROL PANEL Inccsmrg AirW9 Neut>a3 a Eyck Paver In tt 7 I .. .� Pr-ssureTuhirrg fi, i..�.«... 7t``d.. �.,.« ...._ CONTROL PANEL REQUIREMENTS: — — — — — — — — — — 1.THE CONTROL PANEL BOX MUST BE PLACED OUT5IDE ON A SUITABLE PEDESTAL WITHIN # VIEW OF THE SYSTEM THAT IT SERVES.CONTROL CENTER AND BLOWER SHALL BE MOUNTED 2.0'ABY FIN15HED GRADE(MIN)OR ABOVE BFE,WHICHEVER 15 HIGHER, 2.EXTERIOR PANEL(NEMA 4X SPECIFICATIONS)PLACEMENT ENABLES THE SYSTEM TO BE SERVICED AT ANYTIME,ELIMINATING THE NEED TO ACCESS THE INSIDE OF THE BUILDING. -g t ra 16 imIt 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT 6A5E5 AND M015TURE FROM REACHING THE CONTROL PANEL OR JUNCTION BOXES. attached toi I t M E IF, M Mx Irl T 4.5Y5TEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING 5Y5TEM WHICH WMGA WOOD panelILL attached to MGA ACTIVATE AUDIBLE AND V15UAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY THE [ I I 1 OCCUPANTS OF THE BUILDING SERVED. 4°X4°'s k I } r t buried into ground, LINE FORI L "I u� I t i I 5. PRESSURIZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH MEANS OR min 36". , BLOWER MAG , '; I �... t� . . { CONNECTING A PORTABLE GENERATOR TO OPERATE THE SYSTEM DURING A POWER ngwT 1, �, OUTAGE. AIR BLOWER 09 I rL t' ALARM UNIT ,�- __ ..,.... __J._ ._ .__..pLxP._ :. i "MM C�T PROTECTION, tilt I}p T Cbl CONTROLCOVER 1 r ' I A*MXN MCONN(CIfIRIINT ED BY t)TrERS 1 I AND MUST BE SQED ACC MIC TO PUVD/0't PANEL Min. L.... ----------- 1 #Y�r�I�T�C(1,1I,rti�$pfCgCATI(RS, 24" above s 1 grade andIV , P BFE i To MAIN To PUMP LL* TC>MR£M HOUSE FLOAT tyTE^RNAL COMPCNENTS PMPRESS t�"dVCR P;11 )PD.CED t� E)THERS 45 lWil PANEL A@Ri OUST BE U,L, A i'R140 THER'kLY PROTECTED PUVPS. GRADE MAG BLOWER TEMPERATURE RATING Or FIELD INSTALLED CONDUCTORS C. JST BE tE`AST I4(i DEG. F. UNIT on l60 DE6. ). TEPRINAL STRIPS Anti MND Ltd USE tOWER GUIOUCTORS ONLY. 0MAC40RI1 oMAC60RI18OR11/1OORII LINE To 4" cont.FLOAT CONNECT rP�ia LUG IN PANEL TO A C1 I CARTS t12Dt�tD 74-„ �� , " 1 SWITCH pad DASHER LINES REPRESENT FIELD VIRINFIELD WIRING SECTICDa -7NOTE: BLOWER TO BE HARDWIRED AIR LINE TO w _I-. _. �._ E " t _ _. .I` _ t : r• TREATMENT TANK ryg 4 (L j 1 ►L. I w EIMAC 12ORI1 j OMA 15ORI1120ORII � .4,6 �,.tm 14......w..,..-.�fi�..,n®...»,.....,...-..,a4.-ai...S... "� ' . % ELECTRICAL ' . PATI N ELLA� T --- _ _.._ ,., ice._. � . t I-� ""-� �'. ,�s J.j moi. a- T�"T i Y �' '-� �° a, PETER PODLAS ARCHITECT _........ . . `.�",.,-,.....,�..".___ UA _ _ _,.........___.._._..__.�................ .. .......�.,,M......__.."""_""."._""_.."�, '�� . BOX 1058, o REM5ENBURG, NY 111160 631-325-Oci2q DATE: 08/14/1 q 440 South Lane, 5GALE: A5 NOTED FUJI CEN-5 East Marion Page 3 of 3 t-inIt 'Ion OF F0 ' ` SITUATE MARION4 TO " OF 5OUT1HOLD ' SUFFOLK GOUT T), NE `FORK S.G. TAX No. 1000-'Z35-06-112 15 ALE 1"=20' }' June 1-1 , 2020 AIZEA = 14, 23 ft. (TG T;r_-LI':'"N 0.✓2Q L r 'This final as built site plan bese—d upon information received from Nat,n Corwin Lia �ur��ou d�tcd June 5 , 2020 •� � { '`� 5 I G ® 5 O U TI-..1 LAN E 206'6' N 1 S ( LVAt,°-1 R. piE r v L, /f v FII ;(J-14 ' r, �•``. TFnATI.!Cr,;T TAr,t� 110 1 AT Lis VE r ry \\ w 2 ED �w, 9, `�, ,, �� a y� 202 tet.") T... -T''BOLD F�JFFOLK CO:1"�'•T'Y "��'V't'0''H"" i TH SEF:10� r ,(^ `• ,s 0 Y� r�.r,`.-r � C i��1hi�'r�JCTpi".t{ r�+r�F0 . u c.�eJ, G �cpa�aa tit A�t�i ti�.rLEt'I^5�.I'�.i Rw�r'3��e�.`.�.Vsl. n ``� t 'r• <,4 a a`'> �` •�+,J41ii! .- -- H.S.r,^;.V,ro.�' ,I o l`, �0D�1/ ,•.' � i �+ n .:�4 �M K�..,.i�+`td {i.�Mr.�tN�M+Sr w{..s!..�ei►.+.� +s'�M.p f*.i++w4e'3��,;.3°r� Craig Kn6pper, P.E., Chl to of 1N tenpaat r M"'nagemen a l., ,. , v s i' Find � r, RChy 5itc Plan FATINELLA L { , � �p/�.,/E/�-1`. FODi.A✓ t�'FL/Hf I BOX -ECT ~\ t� 4 � �� 1(?:�� t_.��r?~�la..ul'••5�"� �`ii I t"i�.� � .,�*� .ar•,•+_ 6' r �1 __— .1 q. GFtTC: T-2" '1 cs�i FAMILY ROOM I FAMILY ROOM 25'-8" --- — — — --- —-- — I I I 31'-11" I 2nd floor � outside wall zr KITCHEN BDRM it DN KITCHEN m I I I I I I I I 24"counter stools under DINING - I LIVING LIVING ROOM N I C m� I I N I 46"ref. PANTRY I QI I 3 � - —GL - 2.,,, 21,_5„ BDRM ENTRY CLul= ; uP OFFICE BDRM #1 CL 0,41 0 0 ON n in no PORCH BAT 5TAGK. --- LANORY ; Grade to existing RIDGE =25'-0" a) a) I I I m I EX15TING I I O GARAGE ry FIR5T FLOOR PLAN o I I m I 5GALE: 1/4" = 1'-0" cn I 15'_4" °1 I N 15'-4" I PROP05ED1336 50. FT. I I I o GARAGE I 1=1 R5T FLOOR PLAN py from 26A N Filnal rDev ewed doc ment5 5GALE: 1/4" = 1'-0" I I ZBA file # 7)s� I I I I I I Date: /I / � r— ——————— ---1 113556. FT. I I 1 I PROPOSED kNORK NOT TO I ---------------- ---- I EXCEED EXISTING RIDGE -----------IF- I I m HEIGHT 25-0" LL---------------------Li v 5G. FT. CALCULATIONS 15T FLOOR PROPOSED X15TING FIR51 FLOOR 1336 �� AND EXISTING EXI5TING 5EGOND FLOOR 687 EY TOTAL EXISTING 2023 ° w PATINELLA SYMBOL DESCRIPTION RESIDENCE NEW FIRST FLOOR ADDITION 39q PETER T. PODLA5, NEN SECOND FLOOR ADDITION 260 °F. E ARCHITECT O TOTAL NEW ADDITION 5Q. FT. 65q 0 EXISTING WALL BOX 1058,REMSENBURG,NY 11960 631-325-0929 NEW EXTERIOR WALL DATE: 1/18/18 TOTAL SQUARE FOOTAGE 2682 ® NEW INTERIOR WALL 5GALE:1/4"=1'-0" ZBA DRAWAING5 A - 1 31'-11" 31'-11" T-11" 4 GL a B#2 ORM BDRM BDRM `" #3 r?� GL BDRM ry N fV i � SR vanity o 3ft x 5ft tub i i lift 0 S'-0" 0" q._0„ 3ft x bft CL shower w/ BATH seat Q H DN seat EX15TING 5EGOND FLOOR PLAN 50ALE: 1/4" = V-0" bbl 50. FT. 5TUDIO PROP05ED SECOND FLOOR PLAN 5Q. FT. CALCULATIONS 56ALE: 1/4" = V-0" q47 5Q. FT. KEY EXISTING FIRST FLOOR 1336 EXI5TIN6 SECOND FLOOR 651 TOTAL EXISTING 2023 SYMBOL rnFSe,RIPTION NEW FIR5T FLOOR ADDITION 3qq 0 EXISTING WALL NEkN SECOND FLOOR ADDITION 260 NEW EXTERIOR WALL TOTAL NEW ADDITION 5Q. 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I o..,.4i � , , � ,� + mi I - if. If � It .. � ;I I- I I U"'a-ME , - i: , i I :! . .5� -1 I li-1. It I I I � 11 -'I I,`& . I i I i m LEFT 51DE ELEVATION RIGHT 51DE ELEVATION - -..- - . � , -..-- IPOAP,41�p' 4 A - ELEVATIONS � - .. 11 MA,S 'I�,. - : . .I .. �I..to I - - , - 41is . .. � - - � PATINELLA I � *' � I � . tl� * '"I Am i p � 7� �. RE51DENCE IS h Will ty, ,�,,� \ 77 -im 7 ., III It" " Iti, ` I . " I I', .11 It, � 1 Ili* -: i4i �11 i� , I, " , , i , , - -, , , ,� . , I 11� I 11 j I I*T1 I , , , " " I " , " `I I ,, ` - I � ,I I 11 I �-,J'i I : 'r, . I I � - — - . . . . -I -�� ." S 00 A", , PETER T. POOLAS, . - . . - ARCHITECT 0 BOX 1058,REMSENBUR5,NY 1 1 W 631-32"q2q — DATE: 1118/18 SCALE: NOT TO SCALE I ZBA DRAV41NC75 A-3 *� /� A 2015 IRC W1TH NYS 2011 UNIFORM CODE SUPPLEMENTS 15.00 WATER AND SANITARY SYSTEM 1'1.15 Landings(R311.3.3) Stairways-a floor or landing to beprovidedat top and bottom- No landing required at G 5 I`�E Rl'ZL 5 F EG1 F 10AT I O N S SINGE 10/31/11 INCLUDING 2015 IEGG&2016 ENERGY 1.05 Flashing-Aluminum flashing,lead coated,flash all wall penetrations. Flash top of an Interior stairway provided door does not swing over stairs. Exterior doors-a floor or landing Is CONSERVATION CONSTRUCTION CODE SUPPLEMENT all comers. Flash all valleys,ridges,windows,door heads,and joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built required on each side of an exterior door- At other than the required exit door,a landing Is not required materials.Termite Shield-Copper Kraft Paper in accordance with Suffolk County Department of Health. on the exterior side of a door having two or fewer risers. Egress[doors•a floor or landing shall not be more 1.00 Survey data taken from survey:Ken Beckman,L5 dated:8/2017 1600 MISCELLANEOUS than 1 1/21n,lower than the top of the threshold-At other than the required exit door,the elevation 1.06 Cauiking/Sealant-as selected by Builder. different below the threshold of an exterior door is limited to 7 3/4",provided the door does not suing 2.00 SITE WORK over the landing(not applicable to storm doors).(R311.3.1) 1.07 Gutters and Leaders-.032" refinished aluminum utters. .024" refinished aluminum 1601 Extreme care and proper measures shall be used so as not to damage,bulge or 201 Excavation shall be sufficient to provide full design dimensions or to allow for forming p g p tip walls due to anysuperimposed pressure,shoring,bracing,etc.,shall be employed 11.16 Emergency Escape and Rescue Openings(R310.4). Blico enclosures with direct exterior access as required. All footings t0 bear on virgin soil,pressure assumed bearing cap 2 T5F. leaders. Color-white.TO drt}uells if required. until the full dead load of the building Is on the wall. Do not backfill against foundation permitted if in compliance with requirements. 202 Backfill and compaction-use clean earth containing no organic matter,well graded. 8.00 DOORS AND WINDOWS walls until floor system installation Is complete. 11.11 Steinway Treads and Risers(8311.5) Maximum riser height to be 7 314". Minimum tread depth rill beneath structure shall be compacted to 95%density as per A5TM D 1557 g 1602 Where drawings are in conflict with other drawings or details,the contractor shall notifyto be 10". (R311.1.5.2.1)Stairway width-stairways to be a minimum of 36"in width at points above the Method D. Backfill shall not be placed against the existing foundation walls until the 8.01 Openings for emergency use shall include doors or operable parts of windows located g the architect for clarification. Do not scale drawings. permitted handrail height. Handrails may project a maximum of 4 112"on one or both sides of as to provide unobstructed egress to legal open spaces. Such openings shall not g stairways. Minimum clear stairway width at and below the handrail height,Including treads and concrete is of A sufficient strength and the walls are braced at both top and bottom impede egress in an emergency,shall have a minimum area of 5.1 sq.ft.with a min. 16.05 The architect will not have control or charge of and will not be responsible for construction ys• y g g by framing lumber or temporary bracing. and landings,to be: 31 1/2"with handrail on one side only,21"with handrails on both sides. height of 24"and a min.width of 20"with bottom of openings no higher than 44"above means,methods,techniques,sequences and programs or for safety precautions and programs Within each flight,maximum variation of 3/8"between greatest and smallest riser heights. Within Finished floor in all above grade stories. All glass within 18"of floor to be safety glass in connection with the work. each flight,maximum variance of 3/8"between greatest and smallest tread depths. Stairwayswith 2.03 Drainage at footings as required 4"diem.perforated plastic pipe to dry well if soil Grade floor openings should have a min.net clear opening of 5 sq.ft.(R310 1.1) g g P conditions require it. Backfill shall not be placed against the existing foundation walls solid risers to have nosings of a minimum of 314"and a maximum of 1 114". Nosings not required depth.16.OSa The contractor shall give all notices and comply with all laws,ordinances,rules,regulations for treads at least 11"in de until the concrete is of a sufficient strength and the walls are braced at both top and 5.02 Minimum window requirements per room is 8%of floor area for light and 4%for and lawful orders of any public authority bearing the performance of the work and shall promptly P (Open risers cannot permit the thru passage of a 4"sphere.) bottom by framing lumber or temporary bracing. ventilation. notify the architect if the drawings and specifications are at variance herewith. 11.18 Stairway Height(R311.1.2.)Min.headroom of 6-8"for stairways and landings. Headroom height 3.00 CONCRETE 16.05b Owner and contractor shall Indemnify and hold harmless the architect and their agents and measured vertically from sloped plane adjoining tread nosing or from floor surface of 8.03 Doors and windows to be insulated glass. employees from all claims,damages,losses and expenses including but not Ilmited to attorney landing or any platform. accessible space under stairs to receive 1/2"gwb. 3.01 Concrete work shall conform to American Concrete Institute Standard. fees arisingout of or resulting from the performance of the work provided that a such claim, 8.04 Entrance doors to conform to NYS Energy Code. g P any 17.19 special Stairways(8311.7.20.1). Winders to have minimum tread width of 26". damage, loss or expense(1)is attributable to bodily Injury,sickness,disease or death or to injury Tread depth to be at least 6 3/4"at walkiine. 3 02 Concrete shall be a min.3000 psi class @ 28 days unless noted otherwise. Porches to destruction of tangible property(other than the work Itself)Including the loss of use resulting there P steps,steps,garage floor to be 3500 psi. 8.05 Garage doors to be rated for current/applicable wind load. from and do is caused a while or In part h any negligent s act or omission of the contractor,any sub- 17.20 Smoke Alarms(8313.1) Where multiple smoke alarms are required,interconnection Is required. contractor,anyone directly or Indirectly employed by any of them or anyone for whose acts any of them Smoke alarms to be located,in each sleeping room,outside of each separate sleeping area in 3.03 Reinforcing Rods-ASTM A-305:616 x1Oil 0 WWF ASTM A-185. Reinforcing 8.06 8312.2 Window fall protection shall be provided in may be unable,regardless whether Indirectly not it o caused n parte a party Indemnified hereunder. the Immediate vicinity of the bedrooms,on each additional story of the dwelling,including basements In footings only where variation in soil conditions require,and where soil does not accordance with Sections 8312.2.1 and R312.2.2.R312.2.1 and cellars,on each level in split level dwellings where an Intervening door Is located between provide 2,500 psi or noted otherwise. Window sills in dwelling units where the top of sill of an operable window 16.04 Architect is not engaged for supervision In any capacity unless otherwise noted. the adjacent levels. An alarm located only on the upper level Is permitted where there Is no opening is located less than 24 in,above fin.fl.and greater than 12 in, intervening door between the adjacent levels and the lower level Is less than one full story below 3.04 Formwork shall be well braced true to d(menslon,level and plumb and foundation above fin•grade or other surface below on the ext.of the building, 16.05 Contractor to obtain all permits and Insurance necessary to protect the architect and the upper level. Any alteration,repair,addition or conversion to an existing dwelling requlring a building has been designed for grades less than 5%. the operable window shall comply with one of the following: the owner. Architect to be notified In writing of all changes prior to and during con- permit now requires that all sleeping rooms In the house be upgraded with hard wired&Interconnected 1)Operable windows with openings that will not allow a 4 in.dia.sphere struction. This drawing is an Instrument prepared to facilitate construction and shall not smoke alarm. 3.05 Vapor Barrier 4 mil.polyethylene sheet lap all edges 6". Membrane waterproofing to ass through the opening where the opening Is in its largest osition. be construed as a contract between the builder and the owner. Federal,State and Local p g p g p g g p zoning and building code compliance shall be the responsibility of the contractor. 11.21 Handrails size(8311.1.8.3) Two methods prescribed with option of accepting handrail with shall be installed on all sub-surface exterior foundation walls. 2)Operable windows that are provided with window fall prevention devices g g p P equivalent graspability. Type 1 rails-if circular cross-section,diameter of 1 1/4"to 2"; 3.06 Footings at different levels shall be stepped and the step rise and run shall be a that comply with A5TM F2090. if noncircular rail,cross-section of 2 1/4"maximum with perimeter of 4"to 6 1/4". Type 11 3)Operable windows that are provided with window opening 16.06 This structure has been designed in accordance with the NYS Energy Conservation code, rails-perimeter dimension exceeding 6 1/4",graspable finger recess to be provided on maximum slope of 1 vertical to 2 horizontal. control devices that comply with Section R312.2.2. residential code In NY5. both sides of rail,with specific dimensional criteria set forth in code. 11.00 Guards and window fall protection per Sec. R312 8.01 8312.2.Window opening control devices shall comply with 11.01 All envelope systems shall be in accordance with the latest revision of the NY5 Energy Conservation Code. 17.22 Handrails(Section R311.1.8) Located at 34"vertically above nosing of treads. Min.of one handrail 4.00 MA50NRY ASTM F2090 The window opening control device,after required for stairs of four or more risers. Handralis to be continuous full length of stairs from a point operation to release the control device allowing the window 11.02 Fireplace construction shall be in conformance with Sec.R1006. Air leakage with glass directly above top riser of a flight to a potnt directly above lowest riser of a flight-may be interrupted 4.01 Concrete Masonry Units shall meet ASTM G-90 grade A;solid block A5TM G-145 to fully open,shall not reduce the net clear opening area of the enclosure and doors outside air supply shall be provided as per N 1102.4.2. by new post at a tum,volute or turnout permitted over lowest tread. Guards Railing to be grade B. Shapes as required;28 days old before installation. Minimum net window unit to less than the area required by Section R310.2.1, a min.height of 36"where porch,balcony,landing or raised floor surface locateded more than 30 in. compressive strength of block to be 2500 psi. 9.00 FIN15HE5 17.03 Guard rails are only required where the difference in grade is more than 30". (R312.1) Opening in above floor or grade below. guard rails to be 4"max.(R312.1.3), Handralls are required on stairs with 4 or more risers(R311.1.8). 11.23 Oraftsto in and Firebiockin (8302.12 and 8302.11) Where a floor membrane above and 4.02 Parging- 1 coat Portland cement parging on above grade CMU. Sponge finish Y," q,01 Drywall- %"tapered edge sum board,applied,taped and finished as per U5 PP g g at masonry walls below grade. ryw p 9 gyp P P P ceiling membrane below create the concealed space in a floor/ceiling assembly,draftstopping Com an recommendations. Use water resistant pe as substrate for 17.04 The code describes the height of a building as the vert.distance from the grade plane to the Gypsum Company � to be provided under following circumstances: ceiling suspended under floor framing,floor celiin as per NYS Building Code. avg height of the highest roof surface.Grade plane is lowest point of grade from any distance 6'-0" 5.00 METALS g g away from house. framing constructed of truss-type open-web or perforated members. Materials for draftstopping to be adequately supported and Installed parallel to floor framing members unless otherwise 5.01 Anchor bolts shall be 518"diameter embedded 1"in poured concrete and 15"in 10.00 CAST-IN-PLACE CONCRETEapproved., 1/2"gypsum board,3/8"wood structural panels,3/8"Type2-M-W particleboard unit masonry. Min(2)anchor bolts per section of plate. 12"from each end with inter- 17 05 Attic access openings must be a minimum of 22"x 30"with a min.of 30"unobstructed headroom mediate bolts as per chart on Beet A-2.. above(8807.1) other approved materials. 10.01 All reinforced concrete shall be furnished and installed in accordance with the current AGI-31 B"Building Code Requirements for Reinforced Concrete." 5.02 Metal Joist Hangers and Ty-Downs shall be used at all Joists with direct bearing. 11.06 Stairway Illumination(R303.7-R303.8), All interior and exterior stairs to be provided with Illumination,including * p C��,/ �O 18 GA galvanized steel. Use all nails provided by manufacturer By Simpson or equal. 11.00 FOUNDATION NOTES landings and treads Interior stairs light source to be in immediate vicinity of each stairway landing `4 All framing to receive hurricane clips and tie-downs as per sheet A-2. or directiy over each stairway se.-tion%minimum 1 foot candle). Exterior stairs light source to be in 11.01 The presumptive soil bearing capacity is assumed to be(2)TSF for all footings Immediate vicinity of top landing of stairway(bottom landing for basement stairways). Light activation BJP PP 5.03 Nails-number and a for each application as called for in the WFGM(see sheet A2) devices to be located at both top and bottom of interior stairs;located within the dwelling unit for GRED modified proctor 11.02 Filled subgrade below floor and footings shall be compacted to be 950'0 of the extertbr stairs(continuously Illuminated or automatically controlled also permitted). Exterior decks with SEE ATTACHED staircases light switch at CALGULATION5 6.00 WOOD 11.01 Whenever an alteration is made to a residence,the entire residence has to have hardwired smoke 11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed(R314.2.2). REFRAME EX15TING HOUSE WITH 6.01 Sill Plate- MGA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building 2X6 5TUD5 1611 OG AT q'-O" HEIGHT Termite shield-Copper Kraft 11 Od Exterior frame walls with no fire rating of 0 hour have a min.fire separation distance of 3 ft.(8302.1.2). 11.04 The maximum vertical distance measured from the top of a basement floor slab to LIEU OF EXI5TING WALL 5TUD5, 6.02 Floor,ceiling Joist,roof rafters and girders-same grade and construction as for outside finished grade shall not exceed the following. 11.09 Landings are required at exit doors other than the required exit door if there are more than 2 risers structural lumber noted below(6.08). Type of Wall Height (4311.3.2) 8"block w/#5 rods @ 48"o.ce ft. 11 10 Light,Ventilation and Heating(R303.1) Habitable room to be provided with aggregate 5PAGE EX15T. ADDITIONS TOTAL 6.03 Bridging-wood cross bridging-as required by code.8'-0"O.G. 8"block w1#5 rods @ 40"o.c. 9 ft. glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required 6"concrete(unreinforced) max unbalanced backfill hgt 1 ft in rooms with artificial light capable of avg Illumination of 6 ft. candles at 30"above the floor. 15T FL 1336 50. FT. 3qq 50. FT. 1135 50. FT. 6.04 Roof Trusses-designed and manufactured to meet ail applicable codes. Provide 8"concrete 8'wall(reinf•)#5@ 41"Or,Vert.max,unbalanced backfill hgt 8 ft. Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of shop drawings sealed by a Professional Engineer;fabrication certified by engineer 8"concrete q'wall(reinf.)#5@41"or,vert.max.unbalanced backfill hgt.8ft. 1, rooms 2ND FL 681 50. FT. 16 50. FT, 103 50. FT. prior to installation. 10"concrete 10'wall(reinf.)#6 @41"oc vert.max.unbalanced backfill hgt 9 ft. GARAGE 250 50. FT. 68 5Q. FT. 318 50. FT. 6.05 Floor Deck-5/8"plywood,standard G-D-X DFPA,direct bearing at edges. Provide 12.00 MASONRY 17 1' Ceiling Heights(8305.1) Minimum ceiling height of T-0"to the lowest projection required for PORCH XX 230 51 FT. 230 50. FT. A"plywood finish underiayment below ail vinyl flooring or equal. Glue to Joists. habitable;rooms. Minimum ceiling height of 7 ft, permitted for:hallways,bathrooms, laundry 12.01 Concrete masonry units(CMU)to ASTM G-90. rooms,and basements Habitable basements areas,with reduction to V-8"at beams,ducts and other 6.06 Roof Deck-A"plywood G-D-X DFPA,exterior glue. obstructions. Minimum height of 6'-4"permitted in nonhabitable areas of basements and hallways,with • This drawing he... ,a. .1 prepared in accordance with the provisions of Title VII,Article 12.02 Minimum net compressive strength shall be 2,000 psi. reduction to 64"at beams,ducts,etc. 145,Sections 1200-1209 of the NY5 Education Law. It is a violation of said law for 6.01 Sheathing- 1/2"plywood G-D-X DFPA,exterior glue 6.08 Wali Studs- 2x6 and 2x4.See framing and plans for spacing. All structural lumber shall 12.03 Mortar to be type"N"- compressive strength to be 2,000 psi. 17.'.2 Sanitation(R306 and R301). Toilet,bath and showers aces to be provided with fixture any person,unless he/she a acting under the direct supervision of . licensed P p professional Architect to alter any portion of this drawing in any way. If any part of have 1100 fb bending stress; 1,600,000 modulus of elasticity and max 19%moisture clearances and clear floor space as shown in Fig. 8301.2. Shower compartments to have this drawing Is altered,the altering Architect shall affix to the item altered his seal and content,Doug Fir No.2 unless noted otherwise. 12.04 Provide"Dur-o�uall"standard gauge or equal in all walls over 6 courses high. nonabsorbent surfaces to a minimum height of 6 ft.above the floor and 305.1. the notation"altered by"followed by his signature,the date of alteration and a 6.09 Siding to match applied over Tyvek or Zip System 11.13 Hazardous Locations(Section R308.4, R308.4.1) Specific hazardous locations where specific description of the alteration. glazing to comply with provisions for human impact loads: Glazing in side-hinged swinging doors • This drawing has been prepared for the specific project indicated,and Is an 6.10 Plywood-all plywood used structurally shall meet the performance standards and 13.00 STRUCTURAL STEEL NOTES 'other than jalousles) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels instrument of service copyrighted by,and the sole property of Peter T.Podias,PC. all other requirements of applicable U5 Commercial Standards for the type,grade in sliding and bifold closet door assemblies. Glazing In storm doors. Glazing in unframed swinging This drawing may not be copied or used,In whole or In part,by any party without the and species of plywood and shall be so identified by an approved testing agency 13.01 Steelwork in general shall conform to the current specifications for the design, doors. Glazing in doors and enclosures for hot tubs,steam rooms,saunas,whirlpools,bathtubs expressed written consent of Peter T.Podlas,PC. Infringements or any use of this fabrication and erection of structural steel for buildings adopted by the A15G. and showers. Where any part of building wall encloses such compartments,glazing within 60" drawing for any other purposes will be prosecuted to the full extent of criminal and 6.11 Provide double Joists under all parallel partitions. vertically above standing erwalking surface to be regulated. (5 ft.rule-5 ft.above walking 13.02 All structural steel shall be In accordance with the A5TM specifications,A.36 surface,5 ft horizontally out.)See Figure R308.4.7. civil law. Possession of any copy this drawing not containing this notice or the 6.12 Provide(2)2"x 10"headers min.over any window,door opening or any opening with a strength of 36,000 psi. Architects seal and signature,in red Ink,will be grounds far prosecution. with double uprights,9'-0"and over with triple uprights,unless otherwise noted. 11 141. Automatic Fire Sprinkler System required to be installed(R313.2) • There shall be no master filing of this plan with any building department and shall See Header Schedule A-2 13.03 All connections except as nyear from the d rioted on plans and details shall have bolted or welded deem the plan a not be valid,sealed and signed plans are good far one calendar ate listed below. connections as in the latest edition of the AISG manual. EEW m ZBA • This plan(s for the building lot address below and is for a one time use Dated 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood I-beams and LVL roducts ore ual. All oists, irders and headers shall have bearin stiffeners Architectural p q J g 9 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication ^'tents 06!22/18. Address:440 South Lane,East Marlon,NY installed as per manufacturers recommendations. Web stiffeners shall be required `at all load and bearing points at a minimum. Handling,storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, Review Board � components shall be as per manufacturer's recommendations. plywood,roof trusses,and sheathing are in place. 10T&2 REVISION: GENERAL NOTES 8 E Rcti„ 1ST 8 2ND FLOORS SPEGIFIGATIONS '`e 2X6 EXT.,WALLS 1.00 THERMAL AND M015TURE PROTECTION 1,0'ICE BUILDER'5 PLANS 9'-0"HEIGHT, 1.01 Dampprooflng,brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL The Contractor warrants to the Architect that he possesses the particular competence and skill In PATiNELLA RESIDENCE yt w grade walls. Also add vapor barrier as per 3.05. , cor5trlction necessary to build this project without full engineering and architectural services,and, 14.01 Shall conform to the latest revision of the National Electric Code,the Local Power for the reason that the Contractor wishes to rely upon his own competence,the Contractor or Owner o Company and all applicable local regulations. nae rest7cted the Archltect's scope of professional services In rellan"on the Contractor's warranty s 7.02 Sill Seal- 112"x 5 1/2"compressible fiberglass beneath all exterior sill plates. p y pp 9 PETER T. PODLAS �! and at the express request of the Contractor or Owner,the Architect has under taken a limited scope f N ,02 Provide clock type daylnight thermostat. of,rcfessional services.The construction documents provided by the limited services shall be termed ARCHITECT 1 W 14 .03 insulation- Walls R15 2x4 Ext., R21 2x6 Ext. "B,dlde,s Plans"In recognition of the Contractor's sophistication.Construction will require that the sox loss,REMSENBURG,aY 11W 631-315-0929 \� Ceilings -fiberglass 12"Batt R-38(flat)R-19(cath-clg)Kraft paper faced ccrtra3,o•adapt the"Builders Plans"to the field conditions encountered and make logical adjustments 14.03 Provide smoke detectors as per NY5 building code. in Ft,fora-,dimension and quantity that are treated only generally by the'Buliders Plans".in the event DATE 06122/181 10!11118 All interior walls to be 813,3"Batt insulation. Floor-830 p g additior,ai detail or guidance is needed by the Contractor of Owner for construction of any aspect of 440 SOUTH LANE, Al the nfty pre;ect,he shall Immediately notify the Architect Failure to give a simple notice shall relieve the SCALE:AS NOTED EAST MARION,NY 1.04 Roofing- 30 year arch.shingle with b nails per shingle 14.04 Kitchen and bath to have exhaust fan as per NYS building code Arcritec -`t ,esporaIbUltW for the consequence, Page 1 of 6 Ground Snow Load Ultimate Wind Exposure 1 mile of coast? Double Plate Splice (259) Nailing Schedule Table 3 1 (114) ! D /�' j A y� 30 P5F 130 or 140 B,G, D Yes or No For exposures"8","G","D" i 4'-0 i # GENERAL 5 r E C i F I GIST(O 1�i 5 P Q._ Plate # nail spacing Approximate Distance from Windoorne Debris Protection Building Dimension- 88x40 Min.Splice Length__ __ Joint Description common box Avg.High Tide Mark Required nails nails (ENGINEERED DESIGN PER ASCE 1-10 REEF. Splice ROOF FRAMING STANDARD FOR WIND DESIGN Y`IOOD FRAME NAIL SPACING for Wall Sheathing-CHART B blocking to rafter-toe nailed 2-ad 2.10d each Less than t mile Yes or No g 2-1bd 3-16d each CONSTRUCTION MANUAL 2015) Greater than 1 mile Exposure"B" 4'perimeter sheets interior sheets rim board to rafter-end nailed Weatherin Seismic Termite Frost Line Depth 130 mph edge 6"OG edge 6"OC end g interior 12110C interior 12110G WALL FRAMING Severe N/A ModlHeerog 36" top plate to top plate•face nail 2-16d 2-16d per foot 140 mph edge 6110G edge 6110C top plates @ intersection-face 4-16d 5.16d loints-each side Figure 3.2# Panel Attachment Interior 12"OC interior 12"OC stud to stud-face nailed 2-16d 2-16d 24"OG - {"ar. ,. .a« " �t."»",,, - Flood Hazard Winter Design Temp. Ice Shield Underlayment header to header-face nailed 1.1 bd 1-16d 16"oc along Exposure"C" 4'perimeter sheets interior sheets to or bot. late to stud-end nail 2-16d 2-16d per stud M �.�: '� `""• Yes or No 11 degrees NIA P P «�"'�'�^° ---, "°'°"°"'""'.•' 130 mph edge 6110G edge 6110C bottom plate to floor joist, band 12"O ri t neor G interior 12"OC Decay Aspect Ratio(LIN) Max Bldg. Dimension = a0' iJoist,end}olst or blocking 2-16d 2-16d per Poet i � ,' �•----'`� � _ 48x40 140 mph edge 6"OG edge 6"OG F I • I Slight to Min. 1 4, Max 4:1 Actual Bldg, Dimension p" g g (13) 1 bd ea. FLOOR RAMtNG ` Scr rp interior 6"OG interior 12"OG p p 9 4 d 4-10d per joist l i ! . ; ) Moderate Actual 1 /2.45 Side of splice To joist to siA,to late or girder-toe ;a j t P bridging to joist-toe nailed 2-Sd 2-10d each end C Anchor Bolts (158) below plate blockingto joist-toe nailed 2-1 l � c Roof Live 20PS Exposure"B" 130 mph 14Gmph E. 2-bd Od each endRoof Dead Load 20P5F 1st Floor Live 40 PSF, Dead Load 15 P5F blocking to sill or tap plate-toe � Ground Snow Load 20 psf 2nd Floor Live 30 PSF, Dead Load 10 P5F ledger strip to beam-face 3 bd 4-.6d each joist , 9 p 3-16d 4-16d each joist 5/a"Diameter 30"OG 30"GG joist on ledger to beam-toe 3-'Od ' I 1 9 3-ad � per Joist Spans Expcsure B, G, D Douglas Fir#2, Fb=850.psi, E_ ',,600,000 (��1) Ex osure"G" 130 mpn 140m n / Bottom band joist to joist-end nailed 3.164 4-16d per joist _ P p band joist to sill or top plate 2-1 bd 3-16d per joist 2X62x111x�2x10 2 „TOP VIEW„ plate Rafters 12"oc 12-6 15-10 19-4 22-5 518"Diameter 30"OG 30"OG ROOT SHEATHING 16"oc 10-10 13-a 16-11 1 q-5 structural panels ad 10d see chart GIG Joists 12"oc 15-0 1 q-1 23-3 26-0 a 16"oc 13-0 16-6 20-2 26-0 CEILING SHEATHING �- q Notes:Anchor bolts to be a min.of 1"embedded into concrete,max. 12"from an 5d coolers 5d 7"ed e/10" 1st FI.Joists 12"oc 10- 14-2 18-0 20-1 i y gypsum wallboard 9 16"oc q-g 12-Li 15-7 le-1 Rafter Heel comer and splice,min.2"from edge of sill plate.Anchor bolt washer to be d coolers field • "re..,••..,m,":as °�"°^"«`•«•"w, M.•,�"" «'""'"»" 2nd FI.Joists 12"oc 11-10 15-7 141-10 23-4 3"x 3"x 3/16,max. 1/16"oversized hole.Use hot dipped anchor bolts and washers d WALL SHEATHING 16"oc 10-q 14-2 11-5 20-3 Connector in all flood zones Double up all 2xb sill plates and lap bottom splice with top plate and structural panels ad 10d see chart spike top plate to bottom late with(3) 16d common nails each side of splice In lieu of P P p' Max Cantilever-load bearing gypsum wallboard 5d 5d �" 0" Figure 3.2g Panel Splice Occurring over Horizontal Framing Members RR 1 GJ HEEL CONNECTIONS ( 1010, 191 ) having both anchor bolts within 12"of splice on the bottom plate (Note:the bottom Non-loading bearing:cant. s)an< edge/1 plate splice must have a least one anchor bolt within 12'from its end) (3 2.2 3) 114 of Floor Joist span FLOOR SHEATHING coolers coolers field Roof,A 31 structural panels < 1" ad 106 6"edge/12" 1/12 Note: if strap is under mud sill anchor bolt washers are 3 In x 3 in 5d cooler= 1 SIS" 5d gypsL,m cPRat•a T asnc,.Hatt„»t Rafter Slope_ Roof Span- P field t,,,�„t�,�t• AA-Use Simpson H 6 at Rafter and face nail RR&GJ together with( 4 ) 16d rails square (117) panel nail,13 1!2 ga.,15i64" Solid blocking @ 1st two end bays of floor far each "• f A r"""+ Use same connection at ceiling joist to ceiling joist lap splices. dia. head = 1 1/4" dr4vall floor @ 48"OG. Blocking to receive a min.of(2)ad @ each ; screw end of blocking Roof B Window openings connections: Rafter SlopeRoof Span l ROOF SHEATHING REQUIREMENTS FOR WIND LOADS «'"""D°°""' BB-Use Simpson H 6 at Rafter and face nail RR&GJ together with{ ) 16d nails. f4nentta,„�A P g window# size #jack studs #king studs Simpson connecter (193 192) as t,wr as Use same conrection at ceiling joist to ceiling Joist lap splices. Exposure"B"= 1/2" See actual Floor Plans for strapping regn-in'ts Exposure"C"= 1/2"° 'applied with corrosion resistant fasteners(R Roof 4052.7.2) r - L7•i „t;s. '..,..- -�� }-� tPKr Pan° wya .� Rafter SlopeRoof Span Attachment requirement are to be applied on Doug Fir Rafters with ad yy ere attic floor or ceiling t 4` 1 P• - Every cripple stun ateve the g GG-Use Simpson H 6 at Rafter and face rail RR&GJ together with( )16d nails. - u Heco, 5i npscn Gammon or 10d box. Perimeter sheets are 4'-0"out from all ed es of roof _.�,"�...»._. see Floor Plan fcr otr, �" eader to e a Hb g diaphragm(a'-0"in from gable I Use same connection at ceiling joist to ceiling joist lap splices of Kin 5&Jacka and connector g walls)is used to brace the gable t 1 srac sizes& h�sh d to Hdr 5trac r 5 rrrs NAIL SPACING for Roof 5heathir CHART A end wall or where a hi roof f / Roof D (2}ibt)common naris g p Rafter Slope Roof Span pe stud to plate Exposure"B" 4'perimeter sheets interior sheets system is used you don't have to P _ ?3 DD•Use Simpson H 7 at Rafter and face Hall RR 8 GJ together with( ) 16d nails. cornectlon 0 mpr. edge 6110c, edge 6110C block.the 1st two rafter bays . Hb Dt,5impscr• interior 12"OG 12" interior OG nn Use same connection at ceiling Joist to telling joist lap spaces. r plates � yt t9 MHnIF phit ( I tom' i—i �.__.__---•�• Of v ".: Install 1 1/4"20 gauge galvanized strapping SEE STRAPPING TYPICAL ROOF ®16"OG over DETAIL for strapping RIDGE with min.12" \ requirements , bearing on each RAFTER H2A RR tie TYPICAL R38 BATT 12 OVERHANG TYPICAL ROOF r� b Arch.roof shingles ix 8 Azek over 15#roofing felt `- �A1 g J fr fascia with styrofoambaffles over 518"COX !` .� - alum gutters to :i ` plywood Walled to < , dry.uell s' Roof Rafters may` \ ��•'�, � H 2A ROOF RAFTER .-: R79 BATT �-�i -�•- TIES 16"OG by Vented Bead board soffit 5lmpson 42.-2, BEDROOM #3 R15 BATT I I TYPICAL WALL REMOVE AND O,- R21 BATT -_•- , . o - CL05E UP GLG HOT b FT. 8 IN. CEDAR SHINGLE 3/12 f Y existing stairwell 510ING OVER fv TYVEK,112"EXT. BO.5HEATHING ADD 1)1.15 X 150 LVL / -_ x - .' - MICROLAM TO EACH 51DE OF \ y UP `D EXIST.GIRDER \ OIL TANK \ (3)2x8 wl(2)1'10" '" + Steel Plate Flush FJ 9 2X6 WALL (2)1.T5 x f.25 LVL'S to •1, STUDS 16"OG 8'-0" 9'-5" q,.0" 5/8"FIRE NLS 2X8 FJ'5 16"Or, 16"OG / / / b CODED GLG �."�� 10'-q" TYPICAL 'Tf'' � ; 4 o r GONNEGTION DINING { o• p 5.25 x 16.00 2.0E 3 (2)2X6 MGA PLATE, \ • P- -• ROOM parallam bolted to the PORCH GILL SEAL,518"DIA 17 exterior side of the wail ENTRY ANCHOR BOLT 30" Y-1" / T'-1" / MECH. RM. to h stud and box % RAFT 5 J TERMITE5HIELD 35X92520E O G ,COPPER K DOWEL INTO r � l7 O \ R30 beam I __ .,.,r \ I..•. I \ • -I \ r• \ EXISTING FON - \ - \ _ - PARALLAM GIRDER C'1 IB F.A.V.TO EXTERIOR f NEW.2x8. I, -- t-_� n I ---1 under FJ's GWB req'd on stairs Exist.2x8 Add(1)1.15 floor)oists FJ's X7.5 LVL TO R302.13 2 �n EACH 51DECRAWL I I` HDU 4 Cor -holddcwns' OFsExist.2x8 ._ \ - I • \ CRAWL \ • I SPACE I I 518 die{bolt P OL_J ACCESS / A TYPICAL FON — \ I-INTO WAL I \ -• \ EXISTEING PON -._.... &"poured concrete Install 1 114"20 gauge CRAWL 7 foundation wall keyed galvanized strapping ACCESS it �" 9 {" 2"PG RAT 8"DIA.STEEL ZIP COLUMN ON to a 16x8 poured @ 16"OG over BOX in n SLAB A 2 FT.X 2FT X 1 FT.PG FTG concrete footing, with min.12"bearing damprooFng&6 mil on each stud 1 -- ------ ------<— --- -- i - --- -- - -------------- - vapor barrier 2" BUILDING 5EGTION \ - - - - - 2X10 MGA LEDGER J \ poured concrete rat - — slab q I wl I HDU 4 Gomer I I v HDU 4 Corner .x I I O holddowns w/ DA A hoiddowns w/ - - -- -- - -- -DRAWL 518 dia bolt I 518 dia bolt b'-8" 5PAGE I I o Install 1 1/4"20 gauge d I I -" ' 2"PG RAT 51-AB -" galvanized strapping +� ®16"OG over Q I RIDGE with min. 12" 12 �x bearing on each '� :- SEE STRAPPING RAFTER _ _ __ DETAIL for strapping \ ---- 22 1 ------ -- 2 G TYPICAL ROOF requirements i . / TYPICAL / ' Arch.roof shingles X )rg M 3)2 1 GIRDER OVERHANG RI BATT '- _ over 15#roofing Felt styrofoam R35 BATT �t ,` , GDX H 2A ROOF RAFTER baffles = ., over 518" TIES 16"OG by '~ plywood nailed to 3/12 Simpson "� ,- -. Roof Rafters lx 8 Azek - —" - NEW 2x8 roof rafters fascia with alongside N MtA),rafters ' - H2A RR tie alum gutters to and extended up as dn}uell \ - shown W2X8 GJ'S R ♦ 11 .. - \ 4=' Z TYPICAL ALL 16"OG 2Xb WALL ~ U1 CEDAR SHINGLE STUDS 16"OG) lu SIDING OVER i' R21 BATT TYPICAL TYVEK,1/2"EXT. 4 I CONNECTIONn 9 2'•11" / BD.SHEATHING LIVING 8'-0" zo o (2)2X6 MGA PLATE ROOM PORCH SILL SEAL,5/5"DIA 0 10 SLAB W 6X8 X 1 OFFICE • ANCHOR BOLT 30" 0/ WWM ' 0 G.,COPPER KRAFT REMOVE AS PITCHED TO DRAIN R311 0 _ TERMITE SHIED REQUIRE NEW.2x8 61^113 req'd on � ( + -- --`�- -- - -- --- -- i FJ's floor Joists °' I I I I 'Exist.2x8 Add(1)1.75 8302 13 2 !'/ ' I P_8 DROP TOP OF FON WALL FOR I I HDU 4 CornerFJs FOUNDATION PLAN " v X?SLVLTO EACH 12FTXIFT GARAGE DOOR i holddoums u�l SCALE 1/4" 1'-0" OF Exisst.t.2x8 o — I ------------- = i =2 \ --- 518 dia bolt FJ's ♦ L-- ---- -- TYPICAL PON /2'-0"/ 12'-0" / 2'-0"/ \ - WALL 8"poured concrete Install 1 1/4"20 gauge foundation wall keyed galvanized strapping to a lbx8 poured ®16"Or,over BOX concrete footing, with m n 12"bearing 10/11/16 REVISION: damproofing&6 mil on each stud vapor barrier 2" 15T&2ND FLOORS FOUNDATION PLAN,SECTIONS sae ed concrete rat 2XW 6 EXT. ALLS BUILDING 5 E GT I O N B B f 4-0"HEIGHT �. Bld '�-► PATINELLA RESIDENCE 9 De Final revt COPY from ewed 2gq A FNe# d4cufnpnf§ PETER T. POOLA5 ARCHITECT \� ,90X 1058,REM5ENBURG.NY 11%0 89v925-0929 DATE 06122115/ 10(11/16 440 SOUTH LANE, A3 SCALE:AS NOTED EAST MARION,NY Page 3 of 6 AA _ \ (3)CX135(EGRE55)Mb 911 b"X 3/4" (3)CX135(EGRESS)W16 911.6"X 3/4" TW1846-DHP31046-TW1846 LVL JOINING MATERIAL LVL JOINING MATERIAL MULLED UNIT W/V NOTCH o GUSSET PLATES �_v 3.5 X 9.25 2.0E PARALLAM \ 22 a O 3.5 X 9.25 2.0E PARALLAMin F z a Q ' z 16'-0" 4'-11" 10'-4" ry iv Ck w X (' mw °� I \_ 2468 o GL cn oZQ FAMILYI Q~g Lu a_ o Q W ROOM I °w w m o Q a o PLATE HOT-9'-0" HATCH BDRM I 60J111 Q� •- ZZ» � AS Z a it " BDRM II #3 ry \ �O FSO FZ a O $2 5D GL 4 2Xb stud, (3)Q1.15 x24"LVL's o wan AA ` r (BB) n / SD beams OR Z> � / 2068 \ J Q� O �— in GG;G channel steel 0 5.25 x 11.88 2.0E Paranam HDR j n1 ry 6 ft vanity w! 74 I t linen storage beam C15 x33.9 j 3 5 x 9.25 2.0E Parailam HDR r LL F1,NW68 FWG6C68 FWG6063 3068 (3)1.75 x 24"LVLS-SEE DETAIL PGKT 5 DETECTORS IRED ANDBE I ------ --------- -- ---- +- GO D - - \ i INTERCONNECTED m 2nd Floor I = v E RAILING 2668 31'-„” outside wall :+ u BATH 7 a = \ 96 1 r 3'-4" • m \ tu i KITCHEN 2x6 stud shower w! 10'-4"- ` GL a- 3'•11" J Q � 3ft x 5ft tub 2'-4" 468 \4 wall seat 0.r X� v 'L.:J w i `a\D 111 6,Ln 174 Z ° v =ra'X \ i D I N I N 6 A21 A21 A21 A21 A21 A21 A21 � I X EXI5TING RIDGE v BEARING WALL ABOVE PLATE HEIGHT 9-0" LL ° `' NOTE: ALL EXTERIOR DV (HEADIER SET OFF OF OF umi 2x6 stud O _ kN ALL5 ARE 2X6 FOR 5T SEE DETAIL D D well g ° o< STUDS 16" OG �' a w r - 2068/2068, Q a_ BATH 2 L 2X8 FJ w ' LIVING , b'0" , 2'-9" 3'-11" 3'•10" , b'2" , 3'-5" , 3'-6" , 2'-4" , n-- T 4' —? 4'-11' a 2668 (3)2X8 W/(2)1"XT'5TEEL 46"ref PANTRY �' FLITCH PLATE FLUSH IN5UL. ,� FULL HEIGHT WALL TO - - - BREAK RR'5 SPAN \ I O - - X ry SECOND FLOOR PLAN " - 1 11 2'068, n 4'7" ry �+ 5GALE: 1/4 — 1 -0 In (2)2X10 HDR a (2)2X8 FJ 16"OG I . N N Io 11 2nd floor 2068 2063 a £ 2068 I 1 I '1 2668 2'-5" ,0'-4" I 2x6 stud GL (2)2X12 outside wall / ��.. wall - r � t- pg d' Q \ f P I a- I 5.25 x 16.02.0E PARALLAM HDR GL OFFICE o ZZQ 2nd floor 2068 IyJp 1 ATTACH/BOLT TO EXTERIOR , 11'-0" _p Z m V ry K1 Outside wall \ 51DE OF WALL a 1- BDRM 'b0 i -T 2X6 stud �o X J a o,_q„ ENTRY ;; wan W ,n #( 2068 -j< (cath) 3068 / o� rn 1) (DD.t / INSUL.it (2)2X10 HDR _r 2x8 RR 16"OG-_._ _ -- ry (2)2X8 FLUSH o 2"GJ 16"OG 5D -L N v ry TM4410 TW24410 5D .�� o o V �' NOTE:THIS DETAIL o W/4 9116"X 314"LVL \ ` _ SHEATHING 3068 ��1 " " > JOINING MATERIAL I IS APPLICABLE 51DwG 3068 PGKT i� GO P a O KNEE WALL UP TO BREAK RR'5 SPAN 1 1 WHERE FJ5 ARE -FLASHING FOR A; jr 2X6 stud i PARALLEL TO DJ5 � WATERTIGHTNESS BATH 2466 r i aQ , 2868 y STACK /wall a PORCH o o - --_ ''DECKING _ _ APPROVED JOIST d ! in N i I� '� X '! - ' HANGERS - j �" 1 Y'MIN --- ---- '+ _ .-_.j� 2X LEDGER WITH FASTENERS l 4., , r 3068 1 4p I J ' N\ - ._ IN ACCORDANCE WITH TABLE SGFD \\ r >° 3 5 X 9.25 ZOE PARALLAM HDR � RSOTs O -- -�-----_=._---__--_---_--�_._-----__� - HOLDDOWN DEVICE MIN.'150 LB. LY 2x8 RR 16"OG ;- o LG ---..----------------=------ ---------------------�—, 518"flrecoded GWB 2x10 FLOOR JOIST a 015TRI U AT 4 LOCATIONS,EVEN Hip Roof DISTRIBUTED ALONG DECK AND $ ONE WITHIN 24"OF EACH END OF on wall$ ceiling a3 10"X 10"PORCH 1? required THE LEDGER.HOLDDOWN DEVICES 2x6 stud WRAPS AROUND 4"X6" axb SHALL FULLY ENGAGE DECK J015T PER HOLDDOWN MANUFACTURER wall MGA POSTS A FULLY THREADED 918"DIA LAG SCREW PREDRILLED WR41N 9" Q' PENETRATION TO CENTER OF TOP PLATE,STUDS,OR HEADER i 1 7 DA, FIGURE R507.2.3(2) o GARAGE _ DECK ATTACHMENT FOR ry _ �I xv h n LATERAL LOADS \ 2X6 RR 16"OG i "d 2X8 GJ 16"OG - - - 1 — - v , ' o ID o a \ Z ly off' 0 I a 3.5 x 9.5 2.0E Parallam HDR 10111/18 REVISION:8x 1ST 2ND FLOORS FIRST AND SECOND FLOOR PLANS!�� OMA'V 12 FT X 7 FT OVERHEAD DOOR y a 2X6 EXT.VAIALLS i 9' "HEIGHT u, Rld Dept co 5-10° , P copy from-111A -0 PATINELLA RESIDENCE r - v �I!1i11 reviewed QOrU t Fire 43'-6" 0 PETER T. PODLA5 OF ARCHITECT BOX 1056,R?M$ENII NY 11-60 691-515-0419 F I R5T FLOOR PLAN 50ALE: 1/411 = 1 1-011 DATE 06122/18/ 10/11/18 440 SOUTH LANE, A4 SCALE:A5 NOTED EAST MARION,NY Page 4 of 6 Install 1 114"20 gauge galvanized strapping SEE STRAPPING TYPICAL ROOF SEE STRAPPING TYPICAL ROOF.. @ 16"Or,over RIDGE with min.12" - - DETAIL for strapping DETAIL for strapping bearing on each requirements requirements r, RAFTER H2A RR tie TYPICAL R38 BATT TYPICAL R36 BATT 12 TYPICAL ROOF OVERHANG OVERHANG 1x 8 Azek tx 8 Azek over 15#roofing 6 Arch.roof shingles `ti.. fascia with „-µ __ __ fascia with felt r ._ -= ,... over 5/6”COX alum gutters to -- alum gutters to plywood Walled to " dnywell (- styrofoam baffles dn}ueII ,� �Y F styrofoam baffles �` > Roof Rafters R19 BATT R19 BATT R13 BATT " H 2A ROOF RAFTER i H 2A ROOF RAFTER },� TIES 16"OG by N TIES 16"OG by i ._. _ E Vented Bead board soffit \\ �' Simpson i 5lmpson rT 9 i BEDROOM #2 0 �a R15 BATT • R 4•A �'�y (2)2x12hdr BEDRM Vol. TYPICAL WALL 2x9 RR's 16OG ' 5H E Dl31 12 R1 BA4'•�< #2 2xa b . �LP�� \ 'QPM ,� ....w•,„....,.,.., ,_,_...... �.•-,... CEDAR LE SNOVER y PORCH roof 1 16”OG a TYVEK 112"EXT�v. F ? BD.SHEATHING '.'.-�••.--•-sc-� - - REFRAME EX15T 77 ;w.W'7-7 , -"'"HOUSE W.2X6 E a f WALLS �� o� �2A bolted Into wall studs g 2X6 LT (3)1.75 x 24' LVL'S la �' 1( 4.1A Add(1)1 75 ; -' WALL 2x6 WALL and box beam OR r 1 25 LVL TYPICAL LP �a :•; '.,:' ':: gni � KITCHEN STUDS CONNECTION ry°j I G channel steel beam b each side (2)1.75 x 1.25 LVL'5 to 16"OG t f � 615 x33.9 of.t4r� 5unroom NNW 2X8 FJ'5 16"OG aF� (2L2X6 MGA PLATA, FAMILY 2X8 FX5 4 Add(1)1 75 P:1 SILL SEAL,515"D 161,0C X7.5 LVL TO remove wail as shown - see KITCHEN 1 Stairwell L� - Hall Q O.G.ANCHOPPER KRAFT j detail GG EACH SIDE Lnd TERMITE SHIELD � ":::• e� OF Exist.2x8 t G�•' ✓ i.;1p . i Vr FJ's Install 1 114"20 gauge CI s� / i r ga anized 0' 0 strapping o R30 X \N - --- --- -< --r -- - - " _ L= n ,� ytiy�f' � T: with min 12"68e g on each stud Exist 26 GWB req'd on Exist.2x8 ~� FES.2x8 FJ's floor louts FJ's 9 L44 ^v Q -' R302 13 2 (1)3.5 X --- = ---- - O JI.t xa"s \ 1S! 0� 9.252.0E P Paraltam TYPICAL FON Ei ria I - WALL cn� . •>� _-.. ! --- -.. : - --. :_ __. . _—_ 8„poured concrete ¢+� xi" W. -, foundation wall keyed -Oa-' x14vAr JS! f� \ toe 16x8 poured concre� t+ tfre° ' damproofingfooting,6 milBUILDING SECTION GG �Ae / vapor barrier 2" poured concrete rat BUILDING SECTION DD slab PLOT PLAN NTS 5tormwater Drainage Calculations pagr-- ' (House & Garage) – - n I�Pc,167, �� i Install 1 1/4"20 guage !.+'fib FV LL, H&I f- Ari ALL gutters & leaders Connected to L.P. s galvanized strapping @ 16" �� WALL- 2502 u"2502 5F x .161 x 1 .0 = 418 GU FT OG over RIDGE with min. 12"bearing on each RAFTER. (1) 10' dia x 4'-0 deep = 213 GU FT i w Use (2) 10'-0 dia x 4'-0 deep leaching poolsI —_ uio; 1 -I -- __ H Install Simpson H2A ' RAFTER to STUD tie, "- 5impson Post Gap _-- ��'' 4 B04 to header '— k I I LYL HDR l � SECOND i�-=--------- ---- --- --- 1 (2)1.75X11.88 bxb MGA post inside Install 1 1/4 20 ua e i 9 9 _ — —— ---- --- i - 'perrnacast column galvanized strapping @ 16" FLOOR D f �. OG over 2nd fl, box ( with min. 12"bearing on each K, stud. leader � � ; --------------_...-— � t0 - - -- - ---- ----- — ---- --- — - E d II � - - -- - - - ` G -- " t r _----Decking -—_ �� -—--------- H2A —MGA Deck Joist —E { -'�- -= FIRST FLOOR Simpson ABM6Z ,, — 1 -E� bxb post base Install 1 1/4"20 guage p In;tall 5/8"dia.anchor bolt w/ 10/11/18 REV15ION: FIRST AND SECOND FLOOR PLAN galvanized strapping @ 16"OG 2'x2"x3/16"slotted washer 1 rr under double sill plate I wth min. T'embedment, 129X6 E2ND DYFLLOL�RS STRUCTURAL ONLY �ytE&t ASH/�fCI 8 dia. concrete filled with min. 12"bearing on each I ap q,-O"HEIGHT � py from Zgq PATINELLA RE51DENCE 0 al e,IClo _—sorno tuber, rebar to stUa. 1 ging 1twCd. .._„__,_ ,Q p 16 x16 x8 poured 113R Fele ents a- cont. footing Strapping - RIDGE to oats: i i- ti PETER T. POOLAS. s ° FOUNDATION ARCHITECT K rgTE o r� O�� O�� T J O �I �� I� BOX 1059,REMS£N8UR6,NY 12%0 691.325-09M DATE 06/22/181 10/11118 A5 440 SOUTH LANE, SCALE:A5 NOTED EAST MARION,NY Page 5 of 6 ARCHITECTURAL ROOF SHINGLES 12 6 --'--- i {jAI I i I 12 ,��SI' AN_21—J�1A21 I •A2 L A211 i -_ I /------ -- -- ,- 12 6 12 1 / / 3 12 f 2 5 - � I - - - -- ly - - I I�R.:-.--filir_-'--R'yi'•.c ----1'I' i`_�-'-mo-1i�`----_-�-'�-:I--�I1 -Iq=4i= i im-.=-,1. i�_e_-,Ii;, I I I__-.- - 111 `•._j�� ,•' I % _ -__ r A3 14HINGLE TW184b-_D-H-P-3-_10-.-4 -6J-T W1941- 6CEDAR A31 GR❑D GXW14 I F WH29611 :MULLED UNIT WV NOTCH GUSSET PLATE5 XW14 4- 24O✓L1O11L1924 L �12FT X iFT OVERHEAD DOOR h (2)TW24410 I ' _ EXISTING _ _ BRICK PATIO I FRONT ELEVATION SCALE: 1/4" = 1'-0" RIGHT SIDE ELEVATION SCALE: 14" = 1'-0" b ARCHITECTURAL - ----- --------------- ---- -- -- -------------- <WT ROOF SHINGLES '�I ARCHITECTURAL I� i(3)GX135 ROOFSHINGLES 1 it III GX235 II GX235 i pl1 ]411 r --- --- —---- - - ---—- - -- --- 1- -- -- -------- — ---- - ------ _ ---- --- - - - ---- - - -- -------- --- ----- ----- .;� I ��' rI ��ll A31 l i A31 �I CNti �I -- 1 TW1946-DHF31046 TW1846 I: I '_-_ i31046 46 GUSSET PLATES II -=--__ GW - FWG6069 FWG6069 FWG6066 I MULLED DUNPT W/V NOTCH I MULLEDDHP31046-TN1 846 UNIT"V NOTCH MULLED UNIT VW V NOTCH f 25 _ GU55ET PLATES I GUSSET PLATES I I 'II ! � I it 1 I' -N 111 � i ----�LL= i J 1 I EXISTING BRICK PATIO LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0" REAR ELEVATION SCALE: 1/4" = 1'-0" 10RE ELE\/AT10N5 ELEVATIONS 9 FT/9 FT 1STT&8 2 2ND FLOORS M_s\�• 2X6 EXT.WALLS T-0"HEIGHT w ? FATINELLA RE5IDENGE 29 751fdgDept copy from ZBA PETER T, PODLA5sowo�y�entsARCHITECT SOX iCY.,REM$ENBUR6.NY 11960 631-3C5-C°7° ' /- DATE 06122/18/ 10/11!18 440 SOUTH LANE, A6 5GALE:A5 NOTED EAST MARION,NY Page 6 of 6 _ 2015 IRG WITH NY5 2017 UNIFORM CODE SUPPLEMENTS ;5.00 WATER AND 5ANITAI:Y SYSTEM 11.15 L^:4dirc!s (8 311.3.3) 5tnirw_ys - a fiaor or Inn'ding to be provided at tap end bottom - No Inndine required at P I� C I F I t ( 1014 SINGE 10/31/11 INCLUDING 2015 IEGG & 2016 ENERGY 7,05 Flashing - Aluminum fleshing, lead coated, flash all wall penetrations. Flash top of ^n interior st.-IlrXr! provided. door does not ::winr, over stniro, di p- ay p _ Ext,.rior doors - a Boar or lUn�ing i.� CONSERVATION CONSTRUCTION COO SUPPLEMENT all corners. Flash all valleys, ridges, windows, door heads, end joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built r�'quired on .: h side of r.n exterior door - At other t!Rn:n t is required exit door, a landing is not required materials. Termite Shield - Copper Kraft Paper in accordance with Suffolk County Department of Health. on t!rie exterior side of in door h^ving t.vo or fcu.+cr riv crs. Eglressl doors - a floor or landing shall not be more 1.00 Survey dnto taken from survey: Ken Beckman, L5 dated: 812.017 thnn 1 1/2 in. lower them the top of the threshold - At other than the required exit door, the elevation 1 b.00 MISCELLANEOUS ,�� ,,, � � r � � �t, i 2.00 SITE WORK 1.06 Gau!king/Sealant - as selected by Builder. d 'crest below the three- ,old o, an exterior door is limited to 1 3/ , , provided the door does not swing over the lending (not applicable to storm doors). (!73511 .51 ,,, 16.01 Extreme care and proper measures shall be used so as not to damage, bulge or bl t ) ) 2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 1.01 Gutters and Leaders - .032 prefinished aluminum gutters. .024 prefinished alum€num as required. All footings to bear on virgin soil, pressure assumed bearing cap 2 TSF. leaders. Color - white. To dryivells if required. J tip�walls due to anysuperimposed pressure, shoring, bracing, etc., shall be employed 17.16 Emergency Escape and Rescue Openings (8310.4). Bilco enclosures with direct exterior access until the full dead load of the building is on the wall. Do not backfill against foundation permitted if in compliance with requirements. 8.00 DOORS AND WINDOWS walls until floor system installation is complete. 2.02 Backfill and compact€on - use clean earth containing no organic matter, well graded. 11.1-11 5tairu-,ny Treads and risers (R311.5) Mcximum riser height to be 7 3/4". Minimum tread depth Fill beneath structure shall be compacted to 1150.5 density as per A5TM D 1551 16.02 Where drawings are in conflict with other drawings or details, the contractor shall notify to be 10". (1'311 .1.5.2.1) Sty lrw~y width - st5fl waus to be a minimum of 36" in width of points above the Method D. lfuckfill shall not be placed a gins 8.01 Openings for emergency use shall include doors or operable parts of window located g g � t ��,; -, . r -, „ r e p g t the existing foundation walls until the as to provide unobstructed egress to legal open spaces. Such openings shall not the architect for clarification. Do not scale drawings. permitted hand all height. Handrails mr-j project a maximum of 4 1/?. on one or both sides of concrete i� of a sufficient strength and the walls are braced at both top and bottom impede caress in an emergency, shall have a minimum area of 5.7 s . ft. with a min. 1 .p3 The architect will not have control or charge of and w€II not be responsible far construction stairtuays. Minimum clear stairwarra width at and below the handrail height, Including treads and by framing lumber or temporary bracing. p - „ „ q b P end Inrdings, to be: 31 1/2 with handrail on one side only, 27' with hondrails on both sides. height of 24 and a min. width of 20 with bottom of openings no higher than 44 above means, methods, techniques, sequences and programs or for safety precautions and programs Within each flight, maximurrr variation of 318" between greatest and emnllest riser heights. Within 2.03 Draina e at footings - as required 4" diam. perforated plastic pipe to d well if soil finished floor in all above grad. stories. All glass within 18 of floor to be safety glass. in connection with the work. ci n f , ,t r..p r g g q p p p p dry each flight, maximum varix ace o. 3.8 between gt catest and smnliest tread depths. Stnirwegs with conditions require it. Backfill shall not be placed against the existing foundation walls Grade floor openings should have a min. net clear opening of 5 sq. ft. (8310.1 .1) solid risers to have easings of a minimum at 314" and a maximum of 1 1/4". Nosin snot re uired until the concrete is of a sufficient strength and the walls are braced at both tap and r c o� c 16.033. The contractor shall give all notices and comply with r11 le,_vs, ordinances, rules, regulations for treads at !east 11" in des of (Open risers cannot permit the thru passe ge of a 4" sphere.) 8.02 Minimum window requirements per room is 8 r1 of floor area for light and 4 10 for and 1�wful o�ders of any public author; bearing the performance of the work and shall promptly bottom by framing lumber or temporary bracing. g p P p y ventilation. notify the architect if the drewings and specifications are at variance herewith. 17.18 Stn€rw2,_j Height (8.311 .7.2.) Min. headroom of V-8" for stairways and landings. Headroom height 3.00 CONCRETE �, mcnsured verticr1ly from sloped plane adjoining. tread nosing or from floor surface of 16.03b. Owner and contractor shall indemnifyand hold harmless the architect and their agents and 3.01 Concrete work shall conform to American Concrete Institute Standard. 8.03 Doors and windows to be insulated glass. employees from all claims, damages, losses and expenses including but not limited to attorney Iwnding or any p!nt;orm. accessible space under stairs to receive 1/2" g+-wb. fees arising out of or resulting from the performance of the work provided that any such claim, 11.1 q 3pecia! Steirt.unys (/•;311.1.20.1). Winders to have minimum tread width of 26". 3.02 Concrete shall be a min. 3000 psi class @ 28 days unless noted otherwise. Porches 8.04 Entrance doors to conform to NYS Energy Code, damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death or to injury 'Trend depth to be Ot 16eTt 6 314" at w4lkline. steps, steps, garage floor to be 3500 psi. to destruction of tangible property (other than the work itself) including the loss of use resulting there 8.05 Garage doors to be rated for current/applicable wind load. 11.20 Smoke ��lG ems {8313.1) Where multiple smoke ala rr,�s are required, interconnection is required. from and (2) is caused in while or in part by eny negligent act or omission of the contractor, anu sub- 5mcke a!nrms to betiocz ted, in each sleeping room, outs!idu of each separate sleeping nre�, in 3.03 Reinforcing Rods - ASTM A-305: bib x10110 WWF ASTM A-185. Reinforcing contractor, anyone directly or indirectly employed by any of them or anyone for whose rcts any of them 8.06 8312.2 Window fall protection shall be provided in �, the immediate vicinity o, the bedrooms, on each additional story of the dwel�!no, including basements in footings only where vori^tion in soil conditions require, and where soil does not may be unable, regardless whether or not it is caused in part by a party indemnified hereunder. � r � C i � c n; accordance with Sections R312.2.1 end 8312.2.2. 8312.2.1 and cellars, on er sh level in split level d uellings where on intervening door i� loer>ed between provide 2,500 psi or noted otherwise. Window sills in dwelling units where the top of sill of an operable window 1 b.04 Architect is not engaged for supervision in any capacity unless otherwise gated. the adjacent level:. An ahem loci ted only on the upper leve! is permitted where there is no opening is located less than 24 €n. above fin. fl. and greater than 72 in. intervening door bets+-en t`�e, -djnccnt levels and the lower level is less than one full story below 3.04 Formwork shall be well braced true to dimension, level and plumb and foundation above fin, grade or other surface below on the ext. of the building, 16.05 Contractor to obtain all permits and insurance, necessary to protect the architect and the upper level. Any alterction, repair, addition or conversion to an existing d+..uelling requiring a building has been designed for grades less than 5/�. ,G, the owner. Architect to be notified in writin of all changes rior to and durin con- a r s th^t ^II se a f rr r the operable window .hall comply w,�n one o. the following: pe�n,i� naw require, �, �, sleeping roam.; in the house be upgraded with h".d wired & interconnected 1) Operable windows with openings that will not allow a 4 in. dia. sphere ctruction. This dra,..uina is on instrument prepared to facilitate construction and shall not smoke a!G rm. 3.05 Vapor Barrier 4 mil. polyethylene sheet lap all edges 6". Membrane waterproofing be construed aK a contract between the builder and the owner. Federal, State and Local I � ,� to pass through the opening where the opening is in its largest position. 11.21 H ndrnils Size (!�31 i .1.8.3) Two methods prescribed with option of accepting h<ndrG,il with shall be installed on all sub-surface exterior foundation walls. 2) Operable windows that are provided with window fall prevention devices zoning and building code compliance shall be the responsibility of the contractor. p P P equivelent graspnbi!ivy. Tyoe 1 rails - if circular cross-rectrion, diameter of 1 114" to 2"; that comply with A5TM F20g0. i°noncircular rel; crass-section of 2 114" maximum with r t " 3.06 Footings at different levels shall be stepped and the step rise and run shat) be a } 16.06 This structure has been designed in accordance with the NYS Energy Conservation code, , wi4 peg,Mme er of 4 to b 1/4 . Tape 11 . 3) Operable windows that are provided with window opening y rails - perimeter dimension exceeding & 114", res -able finger recess to be rov€ded on maximum slope of 1 vertical to 2 horizontal' control devices that comply with Section 8312.2.2. residential code in NYS. g g' .. p" p P y eciYlc dimensional criteria }� in code. 11.00 Cue:-ds and window fall protection per Sec. 8312 bath sides of Tai! with s p et forth 8.01 8312.2. Window opening control devices shall comply with t � � � �t �,,, � n � �: . 4.00 MASONRY ASTM 172090 The window opening control device, after 11.01 All envelope systems shall be in accordance with the latest revision of the NY5 Energy Conservation Code. 17,22 Handrail.; (Section R31 1 .1.b) Located rt 3 , vertically above nosing of treads. Min, of one handrail , operation to release the control device allowing the window required for st firs of four or more ris,crs. Handrails to be continuous full length of stairs from a point 4.01 Concrete Masonry Units shall meet ASTM G-90 grade A; solid block ASTM G-145 to fully open, shall not reduce the net clear opening area of the 11.02 Fireplace construction shall be In conformance. with Sec. R1006. Air IeakC ge with glass directly above top riser of a flight to a point directiu above Iou�est riser of a flight - may be interrupted grade B. Shapes as required; 28 days old before installation. Minimum net window unit to less than the area required by Section R310.2.1. enclosure and doors outside air supply shall be provided as per N1102.4.2. by a new post at a turn, volute or turnout permitted over lowest tread. Guards (8312.1) Rolling is to be compressive, strength of block to be 2500 psi. -; min. height of 36" where porch, balcony, lending or raised floor surface located more than 30 in, 9.00 FINISHES 11.03 Guard rails are only required where the difference in grade is more than 30". (R312.1) Opening in Gbave floor or aradc below. 4.02 Forging - 1 coot Portland cement parging on above grade GMU. Sponge finish 'a" guard rails to be 4 max. (8312. i.3). Handrails ere required on stairs with 4 or more risers (8311 .1.8}. It >" h ^ 11.23 Dra: stopping and ireblocking (8302,12 end R302.11) Where a floor membt ane above and at masonry walls below grade. 9.01 Drywall - %" tapered edge gypsum board, applied, taped and finished as per U5 F �+� Jr below crce,` a + Gypsum Gompanu recommendations. Use water resistant type as substrate for 11.04 The code describes the height of a building as the vert. distance from the grade plane to the c...11', a membI me e t.,Ie concealed space €n a floor/ce^€ling assembly, d�^rts.opping 5.00 METALS ceiling as per NYS Building Code. evg height of the highest roof surface. Grade plane is lowest point of grade from any distance 6-0" to be provided under fo!!oLvIng circumstances: ceiling suspended under floor froming, floor away from house. fro m€na constructed of truss-type open-wob or perforated nnembers. Materials for dror1rtopping to be adequately supported e,nd inst<Iled parallel to floor fri ming members unless otherwise 5.01 Anchor bolts shall be 518" diameter embedded T in poured concrete and 15" in 10.00 CAST-IN-FLAGE CONCRETE �• �� ,, t. ars roved., 1/2" g� rsum board, :,18" wood structuro! nnels, 3/8" T r✓e2-M-W nrticiebo;7rd unit mason Min (2) anchor bolts per section of late. 12 from each end with inter- 11.05 Attic access openings must be a minimum of 22 x 30 with a min. o, 30" unobstructed headroom p -, p y p p h� ( ether approved mot-1 mediate bolts as per chart on seet A-2.. 10.01 All reinforced concrete shall be furnished and installed in accordance with the G.�ov>✓ 8807.1) 5.02 Metal Joist Hangers end Ty-Downs shall be used ut all joists with direct bearing. current AGI-318 "Building Code Requirements for Reinforced Concrete." 11.06 Stc;irwny, illumination (8303.7-8303.8). All interior and exterior stalrs to be provided with Illumination, including 18 GA galvanized steel. Use all nails provided by manufacturer. By Simpson or equal. landings and treads. Interior stairs lloht source to be in immediate vicinity of each stahujaL4 landing � '�'� �.�, � � � l•.:,�° �.� ��,. 11 .00 FOUNDATION NOTES All framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairw^y section (min€mum 1 foot candle). Exterior stairs light source to be in 11.01 The presumptive soil bearing capacity is assumed to be (2) T5F for all footings. immediate vicinity of top landing of stniru.+ny (bottom landing for basement stairw3+ys). Light activation 5.03 Nails - number and tope for each application as called for in the WFGM (see sheet A2). devices to be located at both top and bottom of Interior stairs; located within the dwelling unit for - 11.02 Filled subgrade below floor and footings shall be compacted to be 9 A -I5% of the exterior stairs (continuously illuminated or automatically controlled also permitted). Exterior decks with SEE TA(;HED modified proctor. staircases light switch at top and bottom of stairs. GALGULATIONS 6.00 WOOD 11.01 Whenever an alteration is made to a residence, the entire residence has to have hardwired smoke 11 .03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed (R314.2.2). E F R.A E EXISTING HOUSE INf•TTH 6.01 Sill Plato - MGA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building. „ , „ Termite shield - Copper Kraft 1'1.08 Exterior frame walls with no fire rotina of 0 hour have a min, fire separation distance of 3 ft. (8302.1.2). 2X6 STUDS 1 OG A,,T '0 HEIGHT 11.04 The maximum vertical distance measured from the top of a basement floor slab to LI EEU OF EXISTING VqALL STU 05, 6.02 Floor, ceiling joist, roof rafters and girders - same grade and construction as for outside finished grade shall not exceed the following. 11.09 Landings are required at exit doors other than the required exit door if there are more than 2 risers structural lumber noted below (6.08). Type of Wall Height (8311.3.2) 8" block w/#5 rods 5 48" a ft. 5 > Gi f�aT. ADDITIONS 6.03 Bridging - wood cross bridging - as required by code. 8'-0" O.G. 8" block w/#5 rods « 40" o.c. Cl ft. 11.10 Light, Ventilation and Heating (8303.1) Habitable room to be provided with aggregateTOTAL 8" concrete (unreinforced) max unbalanced backfill hgt 1 ft glazing area of at Ieestj8 percent of the floor area of the rooms. Exterior glazing not required 6.04 Roof Trusses - designed and manufactured to meet all applicable codes. Provide 8" concrete 8' wall (reinf.) #5@ 47" OG Vert. max. unbalanced backfill hgt 8 ft. in rooms with artificial light capable of avg. illumination of 6 ft. candies at 30 above the floor. �T �- 1336 5a, FT. 3qq 50. FT. 1735 5O, FT. shop drawings sealed by a Professional Engineer; fabrication certified by engineer 8" concrete 9' well (reinf.) #5@41" oc vert. max. unbalanced backfill hgt. Vt. Outdoor openings for ventilation in habitable roams to be at least 4 percent of the floor area of 2N0 FL 68150. FT 16 50 FT 103 50FT prior to installation. 10" concrete 10' wall (reinf.) #6 , 41" oc vert. max. unbalanced backfill hgt. q fL the rooms. � g &AAOE ?.�:�0 SCS. F 1 . 68 5�'?. FT. 31b50. FT. 6.05 Floor Deck - 5/8" plywood, standard G-D-X DFPA, direct bearing at edges. Provide 12.00 MASONRY PORCH xx 230 50. F 1 . 230 5Q.. FT. . %" plywood finish underlaument below all vinyl flooring or equal. Glue to joists. 17.11 Gelling Heights (17:305.1) Minimum ceiling height of 1'-0" to the lowest protection required for - 12.01 Concrete masonry units (GMU) to ASTM G-90. habitable rooms. Minimum ceiling height of 7 ft. permitted for: hallwaus, bathrooms, laundry 6.06 Roof Deck - %" plywood r.,-D-X DFPA, exterior glue. rooms, and basements Habitable basements ureas, with reduction to 6-8" at beams, ducts and other 12.02 Minimum net compressive strength shall be 2,000 psi. obstructions. Minimum height of 6-4" permitted in nonhabitable areas of basements and hallw4 ys, with • Thls drz.ving has been prepared in aocordonce with the provisions of Title VII, Article 6.01 Sheathing - 1/2" pluuoad G-D-X DFPA, exterior Glue reduction to 64" at beams, ducts, etc. 145, Sections 1200-1209 of the NYS rducntion Lr v. It is a viol tion of sold In;�u for +� �� an person, unless he/she is actin. d� � �1 e 6.08 Wall Studs - 2x6 and 2x4. See framingand plans for spacing. All structural lumber shall 12.03 Mortar to be type N . compressive strength to be 2,000 psi. any p ur cr the direct sulocrviJ on of , livensed P P g 17.12 Sanitation (8306 and 830?). Toilet, bath and shower spaces to be provided with fixture profess€anal Architect to alter any portion of this drG wind in C nu w^u� If any part of have 1100 fb bending stress; 1,600,000 modulus of elasticity and max 1 q%_ moisture clearances and clear floor spnce as shown in Fig. R301.2. Shower compartments to have this s, ulna is altered the altering Architect she!l a`fix to the itFrrt altered his sea! Seel content, DougFir No. 2 unless noted otherwise. 12.04 Provide "Dur-o-wall" standard gauge or equal in all walls over 6 courses high. nonabsorbent surfaces to a minimum height of 6 ft, above the floor and 305.1. the notation "eltcred by" followed bu his s•ignnture, the date of alteration and a 6.0cl Siding to match applied over Tyvek or Zip System 11.13 Hazardous Locations (Section R308.4, R308.4.1) Specific hazardous locations where specific description of the alteration. r glazing to comply with provisions for human impact loads: Glazing in side-hinged swinging doors This drG.ulna has been r fi �t� i 6.10 Plyvood - all plywood used structurally shall meet the performance standards and 13.00 STRUCTURAL STEEL NOTES �I prepared for the specific project indica. d, and i5 an (other than jalousies) Glazing in fixed and sliding panels of.Aiding door assemblies. C az_ed poneia r p P �, p all other requirements of applicable US Commercial Standards for the type, grade instrument of service co, yrighted bu, and the sole property of Peter T. ; odln. , PC. in sliding end b€fold closet door assemblies. Glazing in storm doors. Glazing in unframed swinging This dreg ving mog not be copied or used, in whole or in part, by any porty without the and species of ply aged and shall be so identified by an approved testing agency. 13.01 Steelwork in genera! shall conform to the current specifications for the design, doors. Glazing in doors and enclosures for hot tubs, steam rooms, saunas, whirlpools, bathtubs expressed written consent of Peter T. Podl^s, PG. Infringements or an use of this fabrication and erection of structural steel for buildings adopted by the AIC-30. and showers. Where any part of building wall encloses such compartments, glazing within 60" dr ving for erre other purposes will be prosecuted to the full extort of any use a! and 6.11 Provide double joists under all parallel partitions. vertically above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking civil law. Possession of any copy of this drawing not cont4lnina this notice or the 13.02 All structural steel shall be in accordance with the ASTM specifications, A36 surface, 5 ft. horizontally out.) See Figure R308.4.7. Architect's seal and s!anature, in red ink will be grounds for prosecution. 6.12 Provide (2) 2" x 10" headers min, over any window, door opening or any opening with a strength of 36,000 psi. with double uprights, q'-0" and over with triple uprights, unless otherwise noted. 11.14 Automatic Fire Sprinkler System required to be installed (R313.2) There shall be no master filing of this plan with any building departmrrt and shell See Header Schedule A-2 13.03 All connections except as noted on plans and details shall have bolted or welded deem the pinri to not be valid, sealed and signed plans are good for ore co!endnr connections as in the latest edition of the AISC manual, year from the drte listed below. 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood I-beams and . This plan is for the building lot address below and is for a one time use Dated LVL products or equal. All joists, girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. ArGhiteGturc I 0;=122/18. Address: 440 5out"r Lane, East Marion, NY installed as per manufacturers recommendations. Web stiffeners shall be required at all load and bearing points at a minimum. Handling, storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, Review Board 10/11/1 a 171EViS10111111: components shall be as per manufacturers recommendations. plLI.uood, roof trusses, and sheathing are in place. 15T & 2ND 171-00175 GENERAL NOTES & 1.00 THERMAL AND MOISTURE PROTECTION 2X6 EXT WALLS SPEGIFIGATIONS NOTICE: BUILDER'S FLANS f g'-011 HE �VC1!Irr 1.01 Dampproofing, brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL ��o cf The Gontractoru:arrants to the Architect that he possesses the par!cu!ar competence end skill ln' �� O�1p� PG4 PATINELLA RESIDENCE rade walls. Also add vapor barrier as per 3.05, ., t A a P p Cori n-.ces..a*y to build this project without full engineering and architectural service,a,.end, 14.01 Shall conform to the latest revision of the National Electric code, the Local Power for the reason that the Contractor wishes to rely upon his own competence, the Cortre:.tor or Owr'er a •* ' , 1.02. Sill Seal - 1/2" x 5 1/2" compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has restricted the Architect's scope of professional services. In reiic ice on the Cor;tractor's u arrancy w {'` and at the express rea,uest of the Contractor or Oumer, the Architect hws under taken n limned some r h .� PETER T. F00LA5 14.02 Provide clock e da' !nl ht thermostat. of profesclonz! services.The construction documents provided by the limited services`sha!I ba' $!�ehed ° .. h ARCHITECT 1.03 Insulation • W�I1S 815 2x4 Ext., 821 2xb Ext. P g " E3uilders Plans" in recognit!on of the Contractor's sophistication. Construction wld require th,,t the' .. �r` �� ti ..,1-� 1 Plans" .{'+� � n +n n r I t �'� (�� v�, w7X 1C'°,RSM�EtlEU�'Ca,NY lirNC 6:31-9�5-C°%� Ceilings - fiberglass 12 Batt R-38(flat) R-1 q (cath. clg) Kraft paper faced Contractor pt the " Dul!ders Plan„"to the field condltion_,enc„urtcred and make lo;,i„a. adjustments �c,All interior walls to be 813, 3" Batt insulation. Floor - R30 14.03 Provide smoke detectors as per NY5 building code, in fit,form, dimenslon e,nd qunitity that a-e treated only genera'!y ry the " Puilders Plans". In the eventOL �'� /1 1118 ,�. ,, additional detail or guidance Is needed by the Contractor of Owner for construction of any expect of DATE 440 SOUTH LANE the new project, hp s.hn!I Immediately notify the Architect. failure to give a simple rotice sh^ll relieve the SCALE: A5 NOTED � � 1.04 Roofing - 30 year arch. shingle with 6 nails per shingle 14.04 Kitchen and bath to have exhaust fan as per NYS building code. Architect of responsibi!i*La for the consequence. EAST MARION, NY Page 1 of 6 1A) O X4 0 I ,, Ground 5now Loud Ultimate !Find Exposure 1 mile of coast? POU'oie Piute Splice Na,fling Schedule Tabic 3.1 (114) _ 30 F'57 130 or 140 E, G, D Yes or No 10 For exposures "8" „G„ ,.D" 4 iat , F ,,o F CeA- ��'`Y s,Ing 5 Approximate Distance. from iNindbcrne Debris Protection Building Dimon ;i'on 98xA0 Min. Splice Length_ �' -0 Joint Description #t # nalI spacommon box .- Avg. Higi� Tide. Ma-k Required nails nails (ENGI�dEr:RED 0E516N FEF. A5GE I-10 REr-F. C 8007 FRAMING ai!3 2 ails each 5TANDARD f='O KND DE-516 I Y�tOOD FRAME Less than 1 mile Yes or No NAIL SPACING for Nail 5heEthing - CHART B blocking to rafter - toe nailed GON5TRUGTiON MANUAL 2015} GrFat,<r than 1 mile Exposure "i:" 4' perimeter sheets interior sheets rim board to rafter -end naiie?d 2-16d 3-16d each N--othering Seismic Termite Frost Line Depth 130 mph edge 6110G edge 61106 end interior 12"OC interior i2"OG V,1ALL FFZAMING Severe N/A Mod/Heavy Bh" top plate to top plate - face pall 2-16d 2-16d per foot 14.0 mph edge 6110G edge 6110G top pfetes c@ intersection - f,ice 4-16d5-16d faints-each side t interior 12"OG interior 12"OC atud to stud - face nailed 2-16d 2-16d 24" OG Flood Hazard lAtinter Design Temp. Ice .,hic°Id Urderfa:amen. � �, �, ,. 1-16d 1-16d 16" cc along - heeJ ,r to header - fare nailed _. Exposure "G" 4' perimeter sheets interior sheets top or bot. plate to stud - end nail 2-16d 2-16d per stud r.• ` :. . . " Yes or No 11 degrees N/A 130 mph edge 6"OG edge b"OG bottom prate to floor joist, band 1 Deca,:J Aspect Ratio (LIN) Max. Bldg. Dimension = 80' interior 12110C interior 121100 joist, endjoist or blocking 2-161 2-16d per foci Slight to Min. 1 :4 Max 4:1 Actun� Bldg. Dimcnsion`ibx40 140 mph edge 6"OG edge 6"OG (1�� 16d Co. FLOOR FRAMING ,- 9 " 1 2.45 g j p p girder per gist ' interior 6"OG Interior i 2"OG fs, s -� Moderate Actual I SjdG' Of 5pljGe To o .t to ill to plate or Irder -toe 4-8d p j - n i bridging to joist toe nn!led 2.8d 2-10d - Roof Live 2 PSF Anchor Bolls (15� ) belr�t,tj i� .e -' ee�h end , • _: -_. �' ._�:_� � _. i 0 p blocking to Joist toe nalled 2-ad 2-10d each end i^xposure "B" 130 mph 140mph 2 w'�" blocking to sill or top pla}te - toe 3-1 hd 4-1 bd eG c P r 1 Roof Dead Dead Load 20, .,F 1st Floor Live 0 P5F, Dead Load 15 Fl--' F h b10C.k F G F ' !edger strip to beam - face 3-16d 4-16d each Joist Ground snow Load 20 ps, 2nd Floor Live 30 P,,F, Dead Load 10 Pyr 518" Diameter 30" OG 30" OG oEst on ledger to beam - toe 3-10d ' 1 3-8d per joist band loict tooist - end nailed 3-16d 4-16d 5pnn5 Exposure; B, G, D DouglCs Fir #2, Fb - 850 .psi, E= 1,600,000 (2q1) Ex osure "Gp" 130 mph 140mph f3ottm band Joist oJ per Joist plate ur' p to sill or top plate 2-16d 3-16d per joist M xb 2xx�0 2x1? „ „ I i r r� 5/5" Diameter 30" OG a0" OG TOP VI> i^d r Raters 12"ors 12-6 15-10 1q 22-5 ROOF SHEATHING I � 16"ac 10-10 13-8 16-9 111-5 structural panels 8d 10d see; chart Gig Joists 12"oc 15-0 19-1 23-3 26-0 a - 160c 13-0 16-6 20-2 26-0 CEILING SHEATHING ,_ _.._x_.,____-._,_•.-....-_.._.. ,__. ^ t'7d scaler n n 1st FI. Jol.,t.� 12 oc 10-q 14-2 18-0 20-1 , hates: Anchor baps to b., a m,n, o. ' embedded into concrete, � y g��psut�t waliboerd ., 16"ac q-q 12-q 15-7 18-? corner ends lice, min, 2 from edge of sill late. Anchor bolt wr5her to be d coolers field , e � max. 1� from �n e ae .�- 2nd Fl. Joists 12"oc 11-10 15-7 19-10 23-4 3" x 3" x 3/16 , mox. 1/16" ove.rsi:.ed hole. Use hat dipped anchor bolts and washers d WALL SHEATHING 16"oc 10-q 14-2 11-5 20-3 C*onIP cdol' in a!1 Rood zones. Double up 4'i 2x3 sill plates end lap bottom splice with top plate and structural panels 8d 10d see chart Spike top plate to bottom plate with (3) 16d common nails each side: of splice In lieu of t; . r _ bearingg".jnSum waliboard r. A i 4* Max. G2nt,eve, load 5d 5d �" edgel1D„ t . . .- ,. . , .. ... _l„r.,, zr� c.,..,� e ,rti r.; �..�„� r: RR I GJ HEEL CONNECTIONS ( 1cf0, 191 ) having both anchor bolts within 12" of splice on the bottom plate. (Note: the. bottom Non - loeding beering : cant. span { - p!c to splice must have e. least one anchor bolt within 12' from its end) (3.2.2.3) 114 of Floor Joist slain FLOOR SHEATHING coolers coolers fleId structural pi eels < 1" 8d 10d 6" edge112" t _._.__._. .__._..�..._._._�..._._ ._.._ Roof A� 1/12 3� Note, If strn Is under mud slfl anchor bolt wnshcrs ere 3 In x 3 In 5d cooler= 1 5/5" 5d �J'�s�fr� field � � r R�.fter .,tope_ Roof 5pan� p �- t AA - Use 51mps.on H 6 at Rafter and face nel! RR & GJ together with ( 4 ) 16d calls. squ^re (11 } ponel nail,l 5 112 ga.,15/64 Solid blacking 1st two end bays of floor joists for each t e Usc same connection at ceiling jolst to ceiling Joist lap splices, dia. head 1 114" drt Voll floor C 48" OG. Blocking to receive a rs,in. ct(2) 8d F Esc;h � SGrct+� end of bloc!Jng. h roof a l iNindow openings connections: t R^',er 5,op-c Roof Spy., ROOF SIaEATHING REGUIREMENT5 FOR WIND LOAD5 � an BE - Use Simpson H 6 at RGfter ind face nail FSR & CJ together with ( ) 16d nails. window # size #jack studs # king studs Simpson connector „ „ - (193, 1�2} Use same connection rt ceiling joist to ceiiirg jolst lap splices. Exposure B - 112 - a .- See tactual Moor Plans for strapping rvgrnn'ts Expoure "G" 1/2 applied with corrosion resistant fnstcners { R Roof G - Rrifter Slope _ Roof Span z _ �..._._..._` ' .... Attachment requirement ere to be applied on Doug Fir Rafters wit,- 8d • t e I Evrn�cr(pp!e stud et^,ve thei�here a tic floor or ceiling GG - Use Simpson H 6 at Rafter end face nal, RR & GJ together with ( ) 16d na�Is. t. common or 10d box. Perimeter sheets epee 4'-0" out f1om call ed cs f roof „ • - Se FI_ • Pl�rn for Gtr^, hFede to resew„ e 6,rrm,._, H�. -� a ( -ybin r r ,� n 4 _ g diaphragm 8 0 in from as �._ .. Use some connection at ceiling joist t� ceiling Joist lap splices. of K;nG� & Jq ks and carnectcr p1�,nC. ,� r C� - wa IE} is w:,ed to brnce the gable strep s!zes 8 Roof D (2) 1617 common H!� stud tc Hdr.s?rip bysfmpson NAIL 5FAGIN6 for Roof 5hcathing - CHART A end wa'I of ere e hip roof . .----_.-. - . . per,tud to plate Exposure "13" 4' perimeter sheets interior sheets Vyatem is used you don't h<;ve to F:Ffter Sial}e__. N Roof apan ____ connecti.^n 15J mph edge 6110G edge 6110C block the 1st two ranter ber;ts f' DD - Use Simpson H 7 et Rafter and face nail RR & GJ together with ( ) 16d nails. � � r� interior 12"OG interior 12"OG Use seTe connection at ceiling joist to ceiling joist lap splices. H- ,irn�_�n F 140 mph edge 6116110c,Oedge' 6110c,E Rafter SlopeRoof Span I int�rlor 6"OG interior 12110C ROCKRI G•IN Fr:.sr sHr�rrla+_:,r, EC - Use Simpson H I at Refter and fuse; nt;U RR & GJ together with ( ) 16d rails. r_rs " i', Use same sae connection et ceiling joist to ceiling joist lap splices. n „ ExposureC 4, perimeter sheets interior sheets SAYS mph edge 6110C edge6110r, r'a s TYPICAL. �!1NDON ST1�APPING DETAIL. Interior 6"OG interior b"OC tr, rTe� VrA 5Hf`r1; PERI"F rF NA'I_ING Door openings, connections: 140 mph edge 6110C edge 6110G interior 6"OG Interior 6"OC �vc�tca..<.I?rr-r Door #} size #`jack studs # king studs hdr. connector (simpson) FAN �` of Jt4o G( ~ Vii' OF KINGS See actual floor Flans, o strapping req n isSHEATHING,TYPI c'r.! r (•. _ ,. '• ^.. . a e ...a. •' for ng m ' CJ (2 0, Nhere wind is > 134 mph use Solid blocking CZ 1 st bvo end ba As - - c to receive a min. of 2 Fge`u uirv!c st'ad el ore the � '0O�RAFTER 5 48" (G. Mocking ( } ( ' ' �",',� gee r Iver;7!Nn F�,r Ctn �' h ade�to receive e simrsorn HE � h d a basking. x24 51-4' !''T 1 N 4„.s � � '_�'o I :%1 ol'Klni�,& Jocks e„d f' cc�nect.r [�_�� r cil-01 s�r?p s,zen�° t<) 16D d Hr-etud tv Har strep bq Simpson Ps 1.. G,�i” 1 N � 5 i ' - 2 :rimer f�o Yale!! i'raminci Exterior load bearing wall l 3.20G p. 121 � �i t 9 . . .. 12 k ... °• Studs Exposure B Douglas Fir #2, Fb - 850, E= 1,600,00014 a�Q�i 130 mph 140mph 2x62x4 2x6 2x4 -TEF GHUr Stud lengti 10-0 1D-0 10-0 10-0 Nhere wind is > 130 mph use 5o)1d blocking 1st two end bays$ k o,¢ END NALL 0 48" OG. Biacklit7g to receive a min. of (2) 8d 0 ' r r The General Contractor fsa to provide the each end of blocking. ( 121 ) .,tads Expa.aure G Dougl. Fir �r2, rb = 550, E= 1,600,000 , M . f structure with 1/2 CDX p�r iood p,n ,e s w/ • . - TYPICAL DOOR aT ° tr+ 1 mph 140mph i �'A► �'ih�G D�TA�L. p pre-drilled holes for fastening sycrews far tall 2x,, 2x6 2x4 2X6 Nindows end Doors. F'anc13 to be Stud length 10-0 10-0 10-0 10-0 numbered end stored on site in n dry area. Screws Unauthorized aitera` i or addition to this plan is ay Use ##g Mood Screyws - 2' errbedmena: 16" OG for 0' - 4'-G" tunnel span ' violation of section 12.0q of the NY5 Educetion, Law Perforated 5he^rLt� if HoldCuun CapaclF.y for Exposure- B , G D (227} 10" Or, for tr"-0" -f;?'-0" F V.`1 of wp�:,n * Caples of this pinn not bearfnn the Architect's red irked seal and F'•...r,x,.r. ^, ..,' rix-.,. r'„"_"r.r.. :`(.•0; l,x,,r e.Y.`,fi; , r.. ,i_ a, w 1 8" OG for6, 0" 8' 0, P n f n ,N IlH t Lb ,� econ e a shall- - ?- - e spa' signature ah^11 not b , considered t be v^ild end sha not be valid a eigh s. Ypect Ratio far construction. RIDGE CONNECTIONS Exposure "C" .. C P 3483 # per floor 3 1121 1 "code" Use #t10 flood Screws - 2" Emhedment: � There shall be no mrste'r filing of this plan with any building _ . q8 40 �^� C l??idge Connection x'-0" 31324 # per floor Actual Lil'�( = / 16" OG for 0' - 4'-0" F nel spam depr,,rtment and sh<Il deem the plan to not be valid, see;!ed and �. Ridge Connection Strap - C520 16" E3 2. < sign+'d l �r -� - , ,7tr� 10'-0" 60 f, per floor ` 5 3.5 12" OC for 4` V-0J" Farrel spnn pans v e good for one ca.lend�r year from the date listed Strap - C520 16 OC 3 12'-0" 5232 # per floor q" OG for 6'-0" - 8'-0" l^C.nel spun below, `Y rid: e ridge - vent r This, plan Is for the b'ulldin lot address below and is for a one vent d g (cont.) time use Dated:06/22/18. . ,_.,,..,_ ,A:. .....,... „ ,... ... wr. �"' .►- ... - �, Address:440 South Lore, East Mn-.ion, NY Mnx. Cantilever - load bearing laarin9 cant. s anding beeHolddov C7EN "RAL NOTES & HIGH lN DNon HU'sRIGANE r UT�sMR 1 rc I�' { I I �,w..L�1�, . �ECI, iGATIONS ,£ ;{, 'r_f ,r.' �• 1/4 of Floor Joist spd n ; RIDGE CONNEGTION5 Expo;ure "B" t• i + � r I ,ncx.r.t£' �,. . .. �. �� Automatic is Ra 5- (184} Sd ��II cel, FOC Accordican 5hutters ��,�. �� s �� I 1�ATI ELLA OG (all Panel Bahama Shutters � � � 4' perimeter C o r i 1 �r Awning � µ` : 511)ENG �M p Shutters ,�. ►�, . � ' � ��•--=c r': +w ui nailing ( � 1GI Neil Storm Panel Shutters OVERHANG OUTLOOKERS Gonrectora Goble soffits) nailln Zone r. Shutters a !� Ac -» blocking fir OG '° Plywood Shutters ib� FE 1 ER T. F'ODLAc- Exposure "B" 130 mph 14Gmph o� ' �� ArCHITEGT c F H2.5A (simpson) H2.5A (simpson) " �' e-a 'MATE 0 LAILA LAN�: rOX i0FV,R_M^_.*NraJIZO,ABY I*neo Exposure "C" 130 mph 140mpin ( I ��} 1 �' DATE. 06122/18 H2.fA (simpson) H6 (=impson) j f Page 2 of h OUTLOOK �GA!_E: f�5 NOTED instr!I 1 1/4"20 gauge galvanized strapping SEE STRAPPING TYPICAL ROOF- 0 1&" OG over DETAIL for strapping /` �. RIDGE with min. 12" \. . requirements / t bearing on each RAFTER H2,A RR tie TYPICAL R35 BATT 12 OVERHANG - TYPICAL ROOF � J . Arch. roof shingles 1x 8 Azek _-- _..__ .._-- . . _ . . _ __-.- _ -- b ~`�. over 15u roofing felt rA1 �IB fascia with >- _ _ _ 1 m utters to ,. :. ._�._'�..._._ _: ...r._---- --------\--_-__--_---_- — - . :��, , over 5!8" COX alu g plywood nailed to drywellsty-ofoam baffles ��..' \ Roof Rafters H 2A ROOF RAFTER ` R19 BATT I i TIES 16" OG b 'i. - _._ _ - y -� - Vented Bead board soffit I Simpson i BEDROOM #3 - p 42'-2" 40. { `P R1 5 BATT i TYPICAL WALL a' n � ., - REMOVE AND CEDAR SHINGLE R21 BATT ``-. �._: CLOSE UP 61-6 HOT 6 FT. 8 IN.. q 5/12 r existing st4 irwell 510ING OVER TYVEK, 1/2" EXT. m BD. SHEATHING ADD (1) 115 X 7.50 LVL MIGROLAM TO EACH 51DE OF OIL TANK ' EX15T. GIRDER (3)2x8 w/(2) 1"x7" i~ + • -- \ i 2X¢ i 2X6 WALL Steel Plate Flush 1, FJ'. STUDS 16" OG (2) 1.75 x 7.25 LVL'S to 16" OG 5/ FIRS [`1!"1, 2Xc� FTS 16" OG / / q G / �� CODED GLG i 10'-9" TYPICAL / CONNECTION v >T DINING 5.25 x 16.00 2.0E (2)2x6 M \ GA PLATE ROOM peraliam bolted to the PORCH SILL SEAL, 5/9" DIA. r p exterior side of the wail ENTRY ANCHOR BOLT 30" 7'-1" ` u / MECH. ISM to each Stud and box O.G. COPPER KRAFT - 830 beam TERMITE SHIELD 5 X G 25 2 O r— ~� - — D� `G�) DOWEL INTO C> F X15TINO FON AR LLAM GIRDER - ♦ .ur 3 I ! � { � � E NEI^!. 2x8 - -- - - - _ I F.A.V. TO EXT=RIOR P A i —� rn I__ _ - under FJ's (5W5 req'd on t - - -. .-. ._ . .. . - - - _ - - -\ . j;. \ 14'-2" ��, _ . stairs Exist. Add 1 1.15 floor Joists 3I Exi,,,. 2x8 ( ) s' FJ's X 1.5 LVL TO EAGH 51DEt.HDU Cor .v OF Exist. 2x8 - - - -- iti _ GRAM I �- holddcwuns FJ's iI �� \ GRA,^iL \ I Sp G� 5/8 dia bolt WALL ACCESS TYPICAL FON. UP NEL INTO 5" poured concrete Inst?H 1 114"20 gauge CRAWL i �r STING FON 21'-5" i 'A - - ZIP COL foundation wall keued galvanized strapping ACCESS -- `r' 2" PG RAT „ to a 16x8 poured @ 16" OG over SOX m SLAB A 2 FT. X 2 TLX FT. G F"UMN�N I concrete footing , with min. 12" bearing domproofing & 6 mil on each stud - - - - - - - - '— - - — ` - - " -` -` -'J vapor barrier 2" r - poured concrete rat - - - - _ _ _ — _ - - - - - _ _ - - - - -� I �Uf Dii / SECTION o slab \ 2X10 MGA LEDGER tL I I F9L) A Corner HDU 4 Corner x v - j holddowns w/ f j X holddotuns w/ �� i I I �_---- --- J')i "► 518 dia bolt Vt, c.?PGE I I , i Insta!I 1 114"20 gauge I I —� j cxv 2" PG RAT 5LA'~ -1 I I I ry galvanized strapping � ij 11 i I 1 16" Or, over I RIDGE w!thmin. l2" 12 - - - - - �. r. - - - ,.._ _ - - -- bearing on each '�--- _� --'-� SEE STRAFFiNG RAFTER \ '— DETAIL for strapping 6 - - -- -- - - - - - -- - - - - -- -- -- TYPICAL requirements TYPICAL ROOF 22'-1" (3)2X12 GIRDER - - OVERHANG R19 BATT Arch. roof shingles r' .< styrofoam �, R35, BATT over 151 roofing felt H 2A ROOF RAFTER baffles over 5/8 COX TIE5 16" OG by 3/12 plLjvood nailed to Simpson Roof Rafters f��s�ia wi h Azek NEW 2`X9 roof rafters '" £iongsidc N t",0, rafters ``. '.-~ `f H2A RR tie alum gutters to <� end extended up as dwell 4 . -f; \ _. . . . - shown a - - - \ i,; - ♦ !,', z TYPICAL WALL j 2X GJ'S F- ' 16"OG � 2X6 WALL � CEDAR SHINGLE STUDS 16" OG LU X 51DiNG OVER R21 BATT TYPICAL ' TYVEK, 112" EXT. 4 - CONNECTION cv ED. SHEATHING °- LIVING s ,! it (2)2X& MGA PLATE , ROOM I PORCH SILL SEAL, 518" DIA. 4" PG SLAB W�EX6X OFFICE L-1, ANCHOR BOLT 30° 10!10 WWM PiTGHED TO DRAIN O.G. , COFFER KRAFT REMOVE A5 830 _ TERMITE. SHIELD REQUi, C 43'-b" NEW. 2x8 - . it 1 F J,s OND req'd cn r_ .. -- - -- - ', - --- r floor joists _ Exist. 2x8 -. l ' «� �, }� a) Add (1) 1. �5 8302.13.2 �, "' I P- DROP TOP OF FON WALL FOR i I HDU 4 Corner FOU 1'v! D r 1 O (� FLAN FJ's X 7.5 LVL TO 1 m - 12FTX1FT GARAGE DOOR holddowns w/ EACH SIDE ,, _ SCALE 1/4" = 1' 0" OF Exist. 2x8 r—_' -- ♦ -- .._ -- ._ - ____.. _ -- _-- I ___ _ _ _ _. _._ — _ — _ _ i 15/8 dia Boit FJ's \ _ — ''__j L_ —. - - - - - - - _ - - _-._ — _- - - TYPICAL FDN. / 2'-D" / 12'-0" WALL 8" poured concrete Install 1 114"20 gauge foundation wail keyed galvanized strapping to a 16x9 poured r.,. 16" OG over SOX concrete footing , with min. 12"bearing 10/11/18 P?EVIaION: apor barrier 2"ring 6 mil on each stud vapor ba15T & 2ND FLOOM.5 FOUNDATION PLAN, SECTIONS v .� poured concrete rat 2Xf EXT. 1^lALI�S _ U '�.�. � I �IG E �-I t..s' i �, BE) slab cl'-0° hIEI04,�� •!�C>)t,�.��,� PA,TINELLA RE-51DENCE f W f PETER T. PODLAS ARCHiTECT D. 011 *A nrK 105°, RE Mr:NPUhG•NY 11,31, 631-325 0'129 sr T OF DATE 061221 440 SOUTH LANE, SCALE: A5 NOTED EA57 MARION, NY Page 3 of 6 / AA (3) GX135 (EGRE55)Wl6 q/16"X 3/4" (3)GX135 (EGRESS)W!b q/16"X 3/4"TW1846-DHF31046-TW184b LVL JOINING MATERIAL ' MULLED UNIT l0 Y NOTCH I' LVL JOINING MATERIAL T + OU55ET PLATES co 0 3.5 X q.25 2 OE PARALLAM Y 3.5 X q.25 2.OE PA t.ALLAM fy O I M° ty r 16'_0" 4'-11° I 41 o 0 0IL .— Lu I r x cn u�ul —! ,L 24 66 n I ry �j a zJ , GL = 7 FAMILY �- � � � �� ATTIC LU w ROOM I � o � d Q � '; a b m FLATS HOT -q'-0" HATCH B D�M r' a 0 C-' �� AS REQ'D #3 n \ LU � � o ty v z n v- X > > - o �h Z 5D GL I < o N 1.0 # I 2x6 stud _ . wall {3} x@1.15 x24" L\/L'S ~ `' I v `v r �Ba z > beams OR �� t' I 2468 _ -_ m N X cv G channel steel I 1z5.25 x 11.86 2.0E Farallam HDR m I -�- 6 ft vanity w/ beam C15 x33.9 = linen storage I 3.5 x q.25 2.0E Fara HDR �- -- - -- ALL SMOKE 19 � __ - - - FWGbo68 FWGbG68 cv - (3) 1.75 x 24" L\/L5 - SEE DETAIL __ — �- "° P T GO) 5D ___ �_ --- ------- ��___--..:FW�60E8_^ -- ♦ ♦ — � I 3068 '` DETEGTOF'S TO BE - �. .=— �" --� (c�� { o G�. - �_ _ HARDWIRED AND INTERCONNECTED " 2nd floor i I o outside wall CA v =o v I in y RAILING 2668 __- =— _ _ _ _ - - -=-- \ BATH - \ V `cnn I''' v 4R x 410'-4" GL - v to cv ' __ � - - �� KITGH�N -- -- 2X6 stud shower w/ 3-11 V , wall s �� aft x 5ft tub 2'-4" 2468 x u w R, ems,. k ♦ I ;�yr M — « +n _ ` z (Tl I s v I I I II 1Y 0 Ty DINING - A21 A21 A21 A21 A21 A21 A21 . r "7 I I I = .�EX15TItNG RIDGE as + PLATE HEIGHT q'-0" " NOTE: ALL EXTERIOR 00 (2)2X12 HDR BOTTOM OF cxv BEARING WALL ABOVE v I HEADER SET OFF OF FLOOR 2x6 stud (-� ° v;= ILLS ARE 26 FOR 5TAIRWELL HEAD wall � •Ij' o �;Q 5TUD5 161106 HEIGHT - SEE DETAIL A -i 206✓`-11 20601 X v3'- - - BATH 2 % L q_d 4 r~~ 2X8 FJ ut �+ L 1 V I N G X , 6-o' / 2'-q" / 31-111, / 10" / 6'-2" / 3'-5" / 3'-6" / 2' 4" / f (3)2X8 W/(2) 1°X7" STEEL 12668 \ +1i n 48"re . PANTRY ;INSUL.'- FLITCH PLATE FLUS FULL HEIGH`Wo ALL TO Ij I 31'`1 1" t - - GRFAK RR 5 SFAN \ I i' x Y ' ' v '2068 P,t-a ` GO IOO SCALE: /4+ 1 ._Q,+ (2)2X10 HOR (2)2Xb FJ 16 OG i 2nd floor __-__.--__ „ I 2068r� o „ f d GL I ! 2-5 014" I 1 2068 I� 2Xh stud 9Z ' v P c- 2068 outside wall 2669 / I! wall o (2)2X12 GL OFFICE 5.27 X 16.0 2.OE PARALLAM HDR I o _ 2nd floor ` 2068 I ATTACH/BOLT TO CXTERIOR 11'-0" u.�o_ lu Q cv n' outside wall �, Uf 51DE OF NALL / � � z BRIM �'" ENTRY 2X6 stud `X � NSUL. "—" r+ \Dp' (2)2X8 FLUSH (2)2X10 HOF? 2x8 RR 16" OG _ � � • :------ _ "-_.�,. - � —___ , 0 2X8 GJ 16" OG TW24410 0 I , l - / _ TW2441 r- 1 5DTf I „ I c�acATH':NG O I W/4 q,16 X 3/4 L\L + \ ` 2 ' r' JOINING MATERIAL I I NOTE: THIS DETAIL GO) } t KNEE WALL UP TO ` 15 APPLICABLE1 3068 FGKT -. x IY O ;DING y v o BREAK R'?'S SPAN P HERE FJS ARES FLAB uING FOR A RALLEL TO DJ p �by � j 2X6 stud 2X6 NATER TIGHTNE55 468 T wall PORCH STACK. cyn _ DECKING \ � ;; o #1 , APPROVED JOIST Lf 7M . 4 I y —y r � 9P.Y r ►n -� — -4� I I-II ry 2,MIN. I HANGERS 3� 8 I `�_ r 2X LE^✓6EF 1NITH FASTENERS —_- -f _ - +_ - _ IN ACCORDANCE 1,NITH TAELE I r5GFD cv l� ' � r - } -3.5 X q.25 2.OE PARALLAM HDR ` �� <y -- HOLDDOWN DEVICE MIN. 750 LE, 2xg RR 16" OG `,�j ` ---- -- —�` GAFAr -(AT 4 LOCATIONS, EVENLY �� 2x10 FLOOR J015T 518" f+recoded GWB Hip Roof ONE WITI"+'N 24"OF EACH END OF on walls 8� ceiling 05 .-- D15TRIBUTED ALONG•DEGKAND �1 loll X 1�" PORCH 2Xb THE LEDGER. HOLDDW ON DEVICES m required / SHALL FULLY ENGAGE DECK J015T ((V/ ,a 2X6 stud WRAFS AROUND 4"X6" PER HOLDMe4N MANUFACTURER wall MGA FO5T5 A FULLYTHREADED 3'S"DIA. LAG II II SGREI N FREDRILLED i^'Y!N 3" PENETRATION TO CENTER OF TOP *' \ I j Q FLATS, 5TU05,OR HEADER 0 I)A FIGURE P,501.2.3(2) GARAGE DECK ATTACHMENT FOR ry � I ry LATERAL LOADS \ cn < 2X6 RR 16" OG I m Q I 2X8 GJ 16" Or, r j I � I LL \ z . I d ° rL I Q tui3.5 x q.5 2.0E Parella°n HDR z 10/11/1b REVISION: 12 FTX 7 FT OVERHEAD DOOR 1 ST & 2ND FLOORS FIRST AND SECOND FLOOR PLANS 2X6 EXT. M,.LLS HEIC FATINELLA RESIDENCE / 43'-6" / t, Y PETER T. PODLA5 ARCHITECT Np 41 1 �^S• BOX 10 3, REHSEN?UR6,NY 1jc&� E31-�25-092? . .' ++ +t DATE 0612 'PtA E i1 HP- 51 R '� ' A;1`N,! SCALE: 1 l4 w 1 -O 440 SOUTH LANE, f r 5GALE: AS NOTED EAST' MARION, NY Pale 4 of 6 Inslifl, 1 1/4"20 qnu-, i SEE 5TRAPPNC7 7YFJC.,k_' SEE a..TrZArrING, TYPICAL ROOF C, 16"OC,over LIP4 r, I -TAIL for stropping 12" VIETAIL for etrepping 0 E ,-Ing on etch ter requirements -Tr ZAr r r H2A RR tic TYrICAL R33 BATT'.,,11_, TYMAL 12 Q3 BATT TYPI��AL ROOF OVr-PHANG OVERHANG it —Arch. roof&lng!cs ly 5 Azek nl� 1x8Az roofing ove Ir I rl� �mj felt finsrin alth oycr 15-10," CVX Um C'Utters to to pf4�od r:-Otcd to clum aouttt .1-5 d'vvell Et,,rc�onwn tel Pq ofoce .Cs & aril styT 'Mi beM I ---P,13 BATT ^moi Roof rZ'-,fPr5 R1q f.ATT 'R101 0 H 2A r.00-r WkFTER. ATT H 2A rOOF RAFTER 5 16"OC by 'ES, 1 V Or, N Vented Dez-A Lvr- scfllt T.TiF_ ------- I I I I_ i A 1w Simpson E3EVr700M #2 R15 F,,,%TT VI E D P,t"', TYFI,'-,AL NALL 2X5 M's 164 OC, 12 #2 K21 BATT C-ES)ArCI,4jNCjLE PO r-�,Cfl roof OVE i1 -4" 161"0(1 L r-K, 1/2" EXT. C11 CV. E�HEATHNS (STAURNELL) 4J 77, I r7' 77 77 REFRAME EX15T. • �7 HOU5F N. 2X6 (3) 1.15,x 24"LVL'S 2X6 it TYIPICAL Y0-LL5 t�^,!Iltd Ho wr.111 studs Aeld,(1) 115 NALL 4.2A tn" boy Lcmm OR x 1.25 LVL 60 N N C CTI 0.4 161,OS (2) 115 x 1-21 LVUS to k, 2x.1-NALL C,ch-rnncl cteel bcr-n KITCHEN to enh Side (2)2X6, t-ICA rLITE-: mu2xa. FJS 16"OG of n"2X'11 Sunroom ) SILL AL,5/5" DIA. FJ15 it",OG Add (1) 115 11? ........... FAMILY see AN(�HO 77 COLT_50" O.G. , co; KRAFT dpetall G6 E AC,H S-1 V E: X 1.5 LVL TO P,11-111TE SHIELD remoye wn'll &5 show.11 KITCHEN TE: 01"- Exist. 2x L n 61 ry gn',venized stnr�plm, C1 F30 N '16"OC,over BOX-7 f tuith rn!n. 12"tc�Hng - A on etch slud % NEW 2yt' &NE! rrq'd on Exist,2ya -Ts Exist. 2X3 Poor joist's f'l'at % FYS L11 r 13.2 4_1 - • 'z t V, (1)5.5 X _X --- -------- (1.25 ZOE LI—L X-Z re,r i t i I m TYrl(.,Ali- FON. t. KNLL 'toor. 8" Poured Concrete ----------- ------ :!4icn w,,i!l Iceyed found4 to a 1&X5 poured concrete fooll,!nq ...rrproelnj & 6 rill I 4 poured concrete rpt BUIUDIN16 5F. 1 01, 0" F)D -;t I I k C C,4 FU' r W/A 7 114", oo gunge ,A 0�N7, qnIvnnized strzpping J- 7e wT-h min. 12" beering on er4,-'h 00 over RIPOE 511 Cl 1) F C r-.,A F T E R. V If�(r7rN110 poolc-� r•. ke-1 0 .V rl"J ------ - fall Inc. I 5impson H2A n H2A Rt,,FTEP to STUD tic, 161, OC1. Simpson cost GCS 5CA, to header j..; ___ _ __ ---__ -`°; , ;- __r:: �;::vh _t ` _ f i i P12A (2)1 .1r,-,;Xl 1 -bb L\/L 110r, S E:CIO N,0 6x(; 1,40A,� post Inside i Instoll 1 1/4" 20 oguvgc FLOOR r 5t column de0venized strrpping C.-) 16" permvcr, 00 over 2nd fl. box 12" ber-ring on en ch stud. to vuvc I I z ----MCA Peck Joist H2A FlrZ5T FLOOr. Simpson AD IN6-(5Z S, In-qt,-!l 1 114" 20 qu?.,, Instrll 51b" d!r,. rnchor bolt tol OX 6 post br3c lall lilt, r".7 *10-1m: FIRE5T AND 15ECOND FLOOR FLAN 1vnixedstrepplino 16" 00 2"X311&" e VJT 2N17 r-LOOrs".5 STrZUCTURAL ONLY under doub 1.3 S,Ill plrn!c with min. T' embcdMent. 2Xr-, EXT. K,�J, Lr) ;�h min. 12" beerInn on caeh b" din. concrctc fillcd W11 - - , stud, tube - rcbc-41- to NAS P OV FATIN17.1-LA nE-sir)r._-N1or 16 X16 xb" pourcd conc. footing 15trat-)'Pillo, - ROO, F. to 101 PETER T. rOOL.A5 Ar%,.6H1TFCT E!�X 11152�, Ny 11 01En V. -0dV 41 DATE 06122 440 SOU I UNI EACiT MARION, NY rr�,c 5 of ii Jj oJ ARGHITEGTURAL ROOF !SHINGLES c - g2l I Ar�21:( A21 _!II I 6 ------ -- , . -.. - - I f.r-......—_-...__.r.._�...w.. '. n!e,+aw�+w ...rte � �•- '' - i 12 12 , =_ 12 S, 3 - 2.5 r-- � RED A,31 XW141 - f,TI N18�4il 6-DHP31046-ITI Yd�nW t 'I GXN14nA✓ SHINGLES i , T FhH2�b11i I MULLED UNIT y^t,�Y NO;GH OV 18 t I I GU55ET PLATES 12FT X 7FT OVERHEAD DOOR (2)TN24410 I q k-- __ _---- f 5y r, j EXISTING BRICK PATIO ! .n n F 'Oi\!T F.J-FV/`11-1� 11 O `[�J` 5G :LE: 1 /411 w ,_D„ T yr I If It 5G LE: 14„ 6 - AItiGH iTEGTU RAL 'ROOF SHINGLES —.— ------ ARCHITECTURAL iII (3)GX135 , �; I ''-- GX235 -- it ROOF SHINGLES j J(J) GX235 :i : -- - 12 6 n ji n - I ; 1 + i LL�J, ; A31 + f I + ; F f(� 11;Cn1 - -_-- n� A3, I ( 1Fn!jj+ r , ! GN235 �_—_— — �_� .11 I ITW1,546-DHP31046-TW1b45 ' TkN1a46-DHP31046-TW1a46 I �W 1846-OHP:3104b-TW 1 a46 I j , r --- - - __--_"---- jMULLED UNIT K V NOTCH j ;! j i Gl^125 , I ( a I i MULLED UNIT YVJ Y NOTCH MULLED UNITYet/V NOTCH I FWG606� FWGE065 + FY�E�606a GUSSET PLA1"E5 I _- --'! _.- - �'!i I ! ; } jl&US5ET PLATES 1 GU55rT PLATES i _ EXISTING BRICK PATIO J, F, FT VA, ! SCALE:: 1 /4„ ,_o„ E m � ! SG LE: 1 /4„ 1 ,_a„ 10/11/18 REV15ION: ELEVATIONS Q PT/9 FT 15T & 2ND FLOOR5 L VAT!O N 5 2Xb EXT. Y� 14 PATINELLA RESIDENCE PETER T. POOLAS ARCHITECT �tr�� COX 10K:,RE-,MGEN°UR;5,NY 11dE0 631-325-0929 TATE o� t . DATE 06/22/1 b l 10/11/18 ' 440 SOUTH LANE, SCALE: AS NOTED EAST MARION, NY Page 6 of 6 2015 IRC WITH NYS 2017 UNIFORM CODE SUPPLEMENTS 15.00 WATER AND SANITARY SYSTEM 1'1.15 Landings {8311.3.3) Stairways - a floor or landing to be provided at top and bottom - No landing required at �,� - , 1 O 5 SINGE 10/31/11 INCLUDING 2015 iEGG & 2016 ENERGY 1.05 Flashing -Aluminum flashing, lead coated, flash all wall penetrations. Flash r top of an interior stairway provided door does not swing over stairs. Exterior doors - a floor or landing is 6 t� �`L 5 L I F I C l� CONSERVATION CONSTRUCTION CODE SUPPLEMENT 15.01 5ewa e�dis oral system and fresh water supply shall be designed and built all corners. Flash all valleys, ridges, windows, door heads, and joints of dissimilar 9 p pp y 9 required on each side of an exterior door At other than the required exit door, a landing is not required materials. Termite Shield - Copper Kraft Paper in accordance with Suffolk County Department of Health. on the exterior side of a door having two or fewer risers. Egress) doors - a floor or landing shall not be more than 1 1/2 in. lower than the top of the threshold - At other than the required exit door, the elevation 1.00 Survey data taken from survey: Ken Beckman, L5 dated: 8/201"1 16.00 MISCELLANEOUS different below the threshold of an exterior door is limited to 13/4", provided the door does not swing 2.00 51TE WORK 1.06 Caulking/Sealant - as selected by Builder. over the landing (not applicable to storm doors). (R31 1.3.1) ti into provide full design,dimensions or to allow for forming 1.01 Gutters'and Leaders - .032" prefinished aluminum gutters. .024" prefinished aluminum 16.01 Extreme care and proper measures shall be used so as not to damage, bulge or 2.01 Excavation shall be suffice t p g 9 tip wells due to anysuperimposed pressure,.shoring, bracing, etc., shall be employed 11.16 Emergency Escape and Rescue Openings (R310.4). Bilco enclosures with direct exterior access as required. All footings to bear on virgin soil, pressure assumed bearing ca 2 T5F. leaders. Color - white. To drt�uells if required. g g g p until the full dead load of the building is on the wall. Do not backfill against foundation permitted if in compliance, with requirements. .00 DOORS AND WINDOWS walls until floor system Installation is complete. 8 2.02 Backfill and compaction - use clean earth containing no organic matter, well graded. 11.11 Stairway Treads and Risers (8311.5) Maximum riser height to be 13/4". Minimum tread depth Fill beneath structure shall be compacted to q5% density as per A5TM D 1551 ' Where drawings are in conflict with other drawings or details the contractor shall notify to be 10". (8311.1.5.2.1) 5tairu�ay width - stailiways to be a minimum of 36" in width at points above the 8.01 Openings for emergency use shall include doors oro operable arts of windows located �' Method D. Backfill shall not be placed against the existing foundation walls until the g � p p 6• the architect for clarification. Do not scale drawings. permitted handrail height. Handrails many project a maximum of 4 1l2" on one or both sides of concrete 1,5 of n sufficient strength and the walls are braced at both top and bottom as to provide unobstructed egress to legal open spaces. Such openings shall not stairways. Minimum clear stairway width at and below the handrail height, including treads and Impede egress In an emergency, shall have a minimum area of 5.1 sq'. ft. with a min. 16.03 The architect will not have control or charge of and will not be responsible for construction and landings, to be: 31 1/2" with handrail on one side only, 21" with handrails on both sides. by framinel lumber or temporary bracing. height of 24" and a min. width of 20" with bottom of openings no hi her than 44" above meG:ns, methods, techni ues, se uences and programs or for safe precautions and programs gg q q p 9 J p P 9 Within each flight, maximum variation of 318 between greatest and smallest riser heights. Within 2.03 Drainage ;at footings - as required 4" diem. perforated plastic pipe to dry well if soil finished floor in all above grade stories. All glass within 1 S" of floor to be safety glass. in connection with the work. each flight, maximum variance of 3/8" between greatest and smellest tread depths. Steinways with conditions, require it. Backfill shall not be placed against the existing foundation walls Grade floor openings should have a min. net clear opening of 5 sq. ft. (R310.1. solid risers to have nosings of a minimum of 3/4" and a maximum of 1 1/4". Nosings not required until the concrete is of a sufficient strength and the wails are braced at both to and 16.053. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations for treads at least 11" in depth. (Open risers cannot permit the thru passage of a 4" sphere.) bottom by framing lumber or temporary bracing. p 8.02 Minimum window requirements per room is 8% of floor area for light and 4% for and lawful orders of any public authority bearing the performance of the work and shall promptly ventilation. notify the architect if the drawings and specifications are at variance herewith. 11.18 Stairway Height (8311.1.2.) Min. headroom of 6'-8" for stairways and landings. Headroom height 3.00 CONCRETE measured vertically from sloped plane adjoining tread nosing or from floor surface of 8.03 Doors and windows to be insulated lass. 16.0:a. Owner and contractor shall indemnify and hold harmless the architect and their agents and landing or any platform. accessible space under stairs to receive 1/2" gwb. 3.01 Concrete work shall conform to American Concrete Institute Standard. g employees from all claims, damages, losses and expenses including but not limited to attorney fees arising out of or resulting from the performance of the work provided that any such claim, 11.1 q Special Stairways (R311.1.20.1). Winders to have minimum tread width of 26". 6.04 Entrance doors to conform to NY5 Energy Code. r 3.02 Concrete shall be a min. 3000 psi class @28 days unless noted otherwise. Porches damage,'loss or expense {1) is attributable to bodily injury, sickness, disease or death o to injury Tread depth to be at least 6 3/4 at wnikline. to destruction of tangible property(other than the work Itself) including the loss of use resulting there steps, steps, garage floor to be 3500 psi. 8.05 Garage doors to be rated for current/applicable wind load. 1'1.20 5make Alarms (8313.1) Where multiple smoke alarms are required, interconnection Is required. from and (2) is caused in while or in part by any negligent act or omission of the contractor, any sub- Smoke e!nrms to be located, in each sleeping room, outside of each separate sleeping area in contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them p 3.03 Reinforcing Rods - A5TM A-305: 616 x10/10 WWF A5TM A-185. Reinforcing 8.06 R312.2 Window,fall protection shall be provided in the Immediate vicinity of the bedrooms, on each additional story of the dwelling, including basements in footings only where variation in soil conditions require, and where soil does not p may be unable, regardless whether or not it is caused in part by a party indemnified hereunder. and, cellars, on each level in split level dwellings where an intervening door Is located between g' y q accordance with Sections R312.2.1 and R312.2.2. R312.2.1 provide 2,500 psi or noted otherwise. 16.Oti Architect is not engaged for supervision in an capacity unless otherwise noted. the ed'acent levels. An elarm located only on the upper level is permitted where there is no - Window sills in dwelling units where the top of sill of an operable windowp y p � � y pp" opening Is located fess than 24 in. above fill. fl. and greater than 12 in. intervening door between the adjacent levels and the lower level is less than one full story below 3.04 Formwork shall be well braced true to dimension, level and plumb and foundationabove fin. rade or other surface below on the ext. of the building, 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and the upper level. Any alteration, repair, addition or conversion to on existing dwelling requiring a building has been designed for grades less than 5%. g the operable window shall comply with one of the following: the owner. Architect to be notified in writing of all changes prior to and during con- permit now requires that all sleeping rooms in the house be upgraded with hard wired & interconnected 1) Operable windows with openings that will not allow a 4 in. dia. sphere struction. This drawing is an instrument prepared to facilitate construction and shall not smoke alarm. 3.05 Vapor Barrier 4 mil. polyethylene sheet lap all edges b Membrane waterproofingbe construed as a contract between the builder and the owner.- Federal State and Local to pass through the opening where the opening is in its largest position. 11.21 Handrails Size (8311.1.8.3) Two methods prescribed with option of accepting handrail with shall be installed on all sub-surface exterior foundation walls. 2) Operable windows that are provided with window fall prevention devices zoning and building code compliance shall be the responsibility of the contractor. equivalent grespability. Type 1 rails - If circular cross-section, diameter of 1 1/4" to 2"; that comply with A5TM F20gO. if noncircular rail, cross-section of 2 1/4" maximum with perimeter of 4" to 6 1/4". Type 11 3.06 Footings at different levels shall be stepped and the step rise and run shall be a 3) Operable windows that are provided with window opening 16.06 This structure has been designed in accordance with the NY5 Energy Conservation code, rails - perimeter dimension exceeding 6 1/4", graspable finger recess to be provided on maximum slope of 1 vertical to 2 horizontal. - residential code In NY5. -control devices that comply with Section 8312.2.2. both sides of rail, with specific dimensional criteria set forth in Cade. 1'1.00 Guards and window fall protection per Sec. R312 SA1 8312.2.. Window opening control devices shall comply with " i p g p y 11.01 All envelope systems shall be in accordance with the latest revision of the NY5 Energy Conseryation Code. 1'1.22 Handrails (section 8311.'7.8} Located at 34 vertivally above nosing of treads. Min. of one handrail 4.00 MASONRY A5TM F2OgO The window opening control device, after - required for stairs of four or more risers. Handralls to be continuous full length of stairs from a point operation to release the control device allowing the window direct/ above to riser of a flight to a point directly above lowest riser of flight - mai be Interrupted 4.01 Concrete Masonry Units shall meet A5TM G-q0 grade A; solid block ASTM C-145 to fully open, shall not reduce the net clear opening area of the 11.02 Fireplace construction shall be in conformance with Sec. R1006. Air leakage with glass y p g p y g y p - rade B. Shapes as required; 28 days old before instaliG�ion. Minimum net window unit to Less than the area required by Section 8310.2.1. enclosure and doors outside air supply shall be provided as per N 1102.4.2. by a new post at a turn, volute or turnout permitted over lowest tread. Guards (R312.1) Railing is to be g p q a ati a; min. height of 36" where porch, balcony, landing or raised floor surface located more than 30 in. compressive strength of block to be 2500 psi. above floor or rade below. qA0 FINISHES �11.03 Guard rails are only required where the difference in grade is more than 30". (8312.1} Opening in g 4.02 Parging - 1 coat Portland cement parging on above grade CMU. Sponge finish 'a" guard rails to be 4 max. (8312.1.3). Handrails are required on stairs with 4 or more risers (8311:1.8). 111.23 Draftstop ping and Fireblocking (8302.12 and R302.11) Where a floor membrane above and at masonry walls below grade. ' q.01 Drywall - Yz" tapered edge gypsum board, applied, taped and finished as per U5 ceiling membrane below create the concealed space in a floor/ceiling assembly, draftstopping Gypsum Company recommendations. Use water resistant type as substrate for 11.0; The code describes the height of a building as the vert. distance from the grade plane to the yp p y yp � �� to be provided under following circumstances: ceiling suspended under floor framing, floor 5.00 METALS ceiling as per NYS Building Code. avg height of the highest roof surface. Grade plane is Iowest point of grade from any distance 6-0 framing constructed of truss-type open-web or perforated members. Materials for draftstopping away from house. to be adequately supported and installed parallel to floor framing members unless otherwise 5.01. Anchor bolts shall be 5/8" diameter embedded 1" in poured concrete and 15" in 10.00 CAST-IN-PLACE CONCRETE ,� ,� approved., 1/2" gypsum board, 3/8" wood structural panels, 3/8" Type2-M-W particleboard unit masonry. Min (2) anchor bolts per section of plate. 12" from each end with inter- 11.05 Attic access openings s must be a minimum of 22 x 30 with a min. of 30 unobstructed headroom mediate bolts as per chart on seet A-2.. 10.01 Ail reinforced concrete shall be furnished and installed in accordance with the above (R801. ) g other approved materials. current AGI-318 "Building Code Requirements for Reinforced Concrete. + 11 11.0t Stairway Illumination (8303.1-R303.8). All interior and exterior stairs to be provided with illumination, including ��++(�upANCY 0� APPROVED AS ®TED 5.02 Metal Joist Hangers and Ty-Downs shall be used at all joists with direct bearing. QV 18 GA galvanized steel. Use all nails provided b manufacturer. By Simpson or equal: landings and treads. Interior stairs light source to be in immediate vicinity of each stairway landing e c uN�WFu� A 6DATE- •1R B.P.# g p y 11.00 FOUNDATION NOTES USE IS r 11• E All framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairway section (minimum 1 foot candle). Exterior stairs light source to be In CR��F�ur ' FEE. BY� immediate vicini of to landing of stairway (bottom landing for basement stairways). Light activation, Ou p�rDEPARTMENT AT 11.01 The presumptive soil bearing capacity is assumed to be (2) TSF for all footings. � p g y g g ��H n'VV� NOTIF ,BIJiLDING 5.03 Nails - number and type for each application as called for in the WFGM {see sheet A2). devices to be located at both top and bottom of interior stairs; located within the dwelling unit for OCCUPt, 765-1802 8 AM TO PPvq FOR THE 11.02 Filled sub rade below floor and footings shall be compacted to be q5% of the exterior stairs (continuously Illuminated or automatically controlled also permitted). Exterior decks with QF v SEE ATTACHED FOLLOWING INSPECTIONS: g g , p staircases light wrtcr-r c:t r.,, -„d bottom of stairs. 1. FOUNDATION - TWO REQUIRED modified proctor. - V FOR POURED CONCRETE 6.00 WOOD 11.0'1 Whenever an alteration is made to a residence, the entire residence"na,' to have hardwired smoke GALGULA,T101�15 2, ROUGH - FRAMING & PLUMBING 11.03. Provisions must be taken to protect all concrete work from frost damage with special detectors installed (8314.2.2). C "�L.1� �"+L`CSS Q"� 6.01 Sill Plate - MGA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building. �` �Y STlTf•.ria 3. INSULATION f' i .. Td+^W Cot)_ 4. FINAL' - CONSTRUCTION MUST " ��. �� w - - - - - BE COMPLETE FOR C.O. Termite shield - Copper Kraft 11.01✓ Exterior frame walls with no fire rating of 0 hour have a min. fire separation distance of 3 ft. (8302.1.2). ''��i� �r "'� �'"�G�t�� 11.04 The maximum vertical distance measured from the top of a basement floor slab to �"; ,� DO �30T PROCEEDOTW ALL CONSTRUCTION SHALL MEET THE 6.02 Floor, telling joist, roof rafters and girders - same grade and construction as for outside finished grade shall not exceed the following. 11.01 Landings are required at exit doors other than the required exit door if there are more than 2 risers . .�, FRAMING UNTiL SURVEY REQUIREMENTS OF THE CODES OF NEW ' structur�al lumber noted below (6.08). Type of Wall Height Z gg � OF FOUNDATION LOCA7IJl"! YORK STATE. NOT RESPONSIBLE FOR yp g (8311.3.2) ✓ 8" block w/#5 rods 48" o.c. 8 ft. �" "'� W.7if"-�>< - HAS BEEN APPROVED. DESIGN OR CONSTRUCTION ERRORS. 11.10 Light, Ventilation and Heating (R303.1) Habitable room to be provided with aggregate ✓ ►.�� rY 6.03 Bridgincl -wood cross bridging - as required by code. 5'-0" D.G. 8 block w1#5 rods @ 40 o.c. q ft• glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required 8" concrete (unrei'nforced) max unbalanced backfill hgt 1 ft In rooms with artificial light capable of avg. Illumination of b ft. candles at 30" above the floor. First Floor Addition 3qq 5G. FT. 6.04 Roof Trusses -designed and manufactured to meet all applicable codes. Provide 8" concrete 8' wall (reinf.)#5@a 41" OG Vert. max. unbalanced backfill hgt 8 ft. ,• shopdrawings sealed b a Professional Engineer; fabrication certified by engineer 8" concrete q' wall (reinf.) #5@41" oc vert. max. unbalanced backfin hgt. Sft. Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of RETAIN STORM WATER RUNOFF Second Floor Addition 16 5G. FT. y PURSUANT TO CHAP the rooms. TER 236 prior to installation. 10" concrete 10' wall (reinf.) #6 @41" or, vert. max. unbalanced backfill hgt. cl ft. OF THE TOWN CODE. Garage Addition 68 5G. FT. 6.05 Floor Deck - 518" pluwood, standard G-D-X DFPA, direct bearing at edges. Provide 12.00 MASONRY Porch Addition 230 5G. FT. �� 11.11 Gelling Heights (8305.1) Minimum ceiling height of 1-0 to the lowest projection required for �° W, pl�l.wood finish underleyment below all vinyl flooring or equal. Glue to joists. '- , ..` Deck Addition XX 5G. FT. 12.01 Concrete masonry units (CMU) to ASTM G-q0. habitable rooms. Minimum ceiling height of 1 ft. permitted for: hallways, bathrooms, laundry � ,nr*�,.� rooms, and basements Habitable basements areas, with reduction to 6'-8" at beams, ducts and other 6.06 Roof Deck - Yz" plywood G-D-X DFPA, exterior glue. obstructions. Minimum height of b'-4" permitted in nonhabitable areas of basements and hallways, with �' 'K � This drowing has been prepared iin accordance with the provisions of Title VII, Article 12.02 Minimum net compressive strength shall be 2,000 psi. reduction to V-4" at beams, ducts, etc. 145, Sections 1200-'1209 of the NY5 Education Law, it is a violation of said law for 6.01 Sheathing - 1/2" plywood C,-D-X DFPA, exterior glue any person, unless he/she is acting under the direct supervision of a licensed 6.08 Wall Studs - 2x6 and 2x4. See framing and plans for spacing. All structural lumber shall 12.03 Mortar to be type "N". compressive strength to be 2,000 psi. 11.12 Sanitation (R306 and R301). Toilet, bath and shower spaces to be provided with fixture professional Architect to alter any portion of this drawing in any way. If any part of have 1100 fb bending stress; 1,600,000 modulus of elasticity and max 1 q% moisture clearances and clear floor space as shown In Fig. R301.2. Shower compartments to have this drawing is altered, the altering Architect shall affix to the item altered his seal and content, Doug Fir No. 2 unless Hated otherwise. 12.04 Provide "Dur-o-wall" standard gauge or equal in all walls over 6 courses high. nonabsorbent surfaces to a minimum height of 6 ft. above the floor and 305.1, the notation "altered by" followed by his signature, the date of alteration and a b.Oq Siding to match applied over Tyvek or Zip System 11.13 Hazardous Locations (Section 8308.4, 8308.4.1) Specific hazardous locations where specific description of the alteration. II I vood used structural! shall meet the erformance standards and glazing to comply with provisions for human impact loads: Glazing in side-hinged swinging doors This drawl has been prepared for the specific project indicated, and is an 6.10 Plywood a p y P 13.00 STRUCTURAL STEEL NOTES (other than alousies) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels j 9 9 p g p instrument of service copyrighted by, and the sole property of Peter T. Podlas, PG. all other requirements of applicable US Commercial Standards for the type, grade in sliding and bifold closet door assemblies. Glazing in storm doors. Glazing in unframed swinging This drr wing may not be copied or used, In whole or in part, by any party without the and species of plywood and shall be so identifled by an approved testing agency. 13.01 Steelwork In general shall conform to the current specifications for the design, doors, Glazing in doors and enclosures for hot tubs, steam rooms, saunas, whirlpools, bathtubs expressed written consent of Peter T. Podlas, PC. Infringements or any use of this fabrication and erection of structural steel for buildings adopted by the AI5G. and showers. Where any part of building well encloses such compartments, glazing within 60" drawing for any other purposes will be prosecuted to the full extent of criminal and 6.11 Provide double joists under all parallel partitions. vertically above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking civil law. Possession of any copy)of this drawing not containing this notice or the 13.02 All structural steel shall be in accordance with the A5TM specifications, A36 surface, 5 ft. horizontally out.) See Figure 8308.4.1. Architect's seal end signature, in fired ink, will be grounds for prosecution. 6.12 Provide (2) 2" x 10" headers min. over any window, door opening or any opening with a strength of 36,000 psi. There shall be no master filing of this plan with any building department and shall with double uprights, q'-D" and over with triple uprights, unless otherwise noted. 11.14 Automatic Fire Sprinkler System required to be installed (R313.2) deem the plan to not be valid, sealed and signed plans are good for one calendar See Header Schedule A-2 13.03 All connections except as noted on plans and details shall have bolted or welded connections as in the latest edition of the AI5C manual. year from the date listed below. 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood I-beams and e This plan is for the building lot address below and Is for a one time use Dated p q j 13.04 Shop drawings to be submitted to structure! engineer for approval prior to fabrication. 06122/18. Address: 440 South Lane, East Marion, NY LVL products ore equal. All joists, girders and headers shall have bearing stiffeners Architectural Installed as per manufacturers recommendations. Web stiffeners shall be required at all load and bearing points at a minimum. Handling, storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, G'Vlet,u Board __....- GENERAL NOTES & �` '* •. ► �F.REC .n;�r, rF.,l� t�kj '��r components shall be as per manufacturer's recommendations. plyiwood, roof trusses, and sheathing are in place. -- .ySPECIFICATIONS ` `"d•6q,rtP,,� � - - 1.00 THERMAL AND MOISTURE PROTECTION ` � � �� C0 Ir',6 NOTICE: BUILDER'S PLANS �`,�' �� o Ch-V CJ" � " 14.00 ELECTRICAL r' � 'k`'f`.'`' - $ 1�2 r 1.01 Dampproofing, brush apply one coat of asphalt emulsion to exterior of all below The Contractor warrants to the Architect that he possesses the particular competence and skill in f 0. =k ° �' PATINELLA RESIDENCE grade walls. Also add vapor barrier as per 3.05. construction necessary to build this project without fall engineering and architectural services, and, 14.01 Shall conform to the latest revision of the National Electric Code, the Local Power anon the.the Contractor wishes to rely upon his awn competence, the Contractor or Owner ?, for the reason . t - -- - - - - - Sill Seal - 1/2" x 5 1/2" compressible fiberglass beneath all exterior sill plates. Company and an applicable local regulations. has restricted the Architect's scope of professional services. In reliance on the Contractor's warranty ° 1.02 and at the express request of the Contractor or Oumer,the Architect has under taken a limited scope `r�qT�• 1 ?y � PETER T. PODLAS X4 E 14.02 Provide G10Gk type day/night thermostat. of professional services.The construction documents provided by the limited services shall be termed f�I ARCHITECT '7.03 Insulation - !Walls R15 2' Ext., R21 2x6 Ext. " Builders Plans"in recognition of the Contractor's sophistication. Construction will require that the eox 1055,REM5ENBURG,NY 11960, E31-325-e112q Geilinas - fiberglass 12"' Ba" R-38(flat) R-1 q (cath. c1g) Kraft paper faced Contra.-tor adopt the" Builders Plans"to the field conditions encountered and make logical adjustments -- --- -- - --- - - - - - in fit,form,dimension and quantity that are treated only generally b h �� ,.»•teams 14.03 Provide smoke detectors a� per NYS building code. p y g y the° Builders Plags". in the event f�LU�"�rF3 Cwsf >.�"^ ,s2��/18 All interior walls to be R 13, 3" Batt insulation. Floor - R30 additional detail or guidance is needed by the Contractor of Owner for construction of any aspect of 0M LU1 f3 cc.,, �n�tj"r"'"�:,"" 440 SOUTH LANE, the new project, he shall immediately notify the Architect. Failure to give a simple notice shall relieve the OEJgT/ f ►i!•I~^r+�S�I� +=�D EA5T MARION, NY . 1.04 Roofing - 30 year arch. shingle with 6 nails per shingle a to have exhaust fan as per NYS building code. Architect of responsibility for the consequence. `° '' " ' ` Page 1 of b 1 ,.04 Kitchen and bath • � MING - 'n U'••-'"t��t�.�...�., PLUIVII rr,9 �+ f •" ES NEED ALL PLUMBING WASTE EEX0,70 Pill r(,7 11, J Pr TESTING BEFORE COVERING Ground Snow Load UEtimnte Wind Exposure :_ 1 mile of coast? Double Mete Splice (259) Nniling Schedulc Table 3.1 (114) 30 F 5 130 or 1 r0 13, C, D Ye.: or No rr _ „ „ „ „ „ „ -o ,� �; L.. S P Ft: 1 I6,/�;i I for exposures 13 , G , D Plate #, nell spacing \rproxIm_it, Distance from Wlndborne Dewris Protection tulldino Dimension 98x40 Mln. Splice Length 4'' � : � : .._ : : R Joint Description common box Asci. I-�I,?i1 Tidy Mark. Reciulred nail: nail; - - - _ EEI ED DESIGN PER A5G . �NOIN 1 7-1a ' IIG RDD✓ fRAMiNG STANDARD FO�. l�!IND DE51C�N WOOD FRAME NAIL SPACING for WaE! Sl�cthln GHAET B ., ., 2-8d 2-10d each , Lear then 1 mile Yes�cr No � g - blocking to ra fter - toe nailed CONSTRUCTION MANUAL 2415) C•rcntcr than 1'mlle Exposure "E" 4' perim4 to sheetw, interior sheets rim board to ranter -end nelied 2-16d 3-16d each W ^thering Seismic Termite Frost Line Depth 130 mph edce 61100 edge 61100 end Interior 12"OG interior 12"0G WALL FrZAMiNG �evcre N/A Mad/Henvy 36" top pIa`e to top plate - face nail 2-16d 2-16d per foot pa 40 mph edge 6"00 edge 6110C top pla ( tes '• lnter;,ecfa tion - ce 4.16d 5-16d loint.�-each side - . ° Interior 12"OC Interior 12"OG " -- 1"lc��;l F�.�x:^rd linter Dorian Temp. ice Shield UnderE�arnent � -� � t �.� ed 2-1bd 24 OG stud to tug f .ce n�° I 2.164 ` he?der to hne ler fcce nailed 1-16d 1-1 bd 16"or, along •, Expas�ure G erirr^ t�rs'?ee�s in}^✓lar :t'oo't � • 2-16d Y�: , . �,,,„. ,^:.`..e,,. Yeno Nk 11 Etc^rccr t�/,�, a e s p p ► • max. .. � •..- - f {,.r.,n ;,:..��,.�� ,..-q,.,,. h F 4 �- to or bat. 1�.. e to utud end Wali 2-1 bd per stud „- _ 1 0 mph edge 6"DG eche b"OC � bottom pE�*te to floor joist, band r �� --�--� fit, !i 1 r a interior 1?.."OG interior 1700, joist; end�ol st or blocking 2-16d 2-16d per foot A_.rr r• ,, Rrtlo MINI.) M � >N d 7 Dimension - ao - t .} .., 98x 0 1 0 ri!)h e,doe EOG edoc 6 OG �, � � � „ -, FLOOR F'>"'AMENG II lit to 11. 1,•� Kn,< 4:1 AC E Ido. Dlrncnrion - {1:�) 1 ;E �, 1 2 "15; interior Interior "OG �� ii asst to ,lll,ta is tc Irder -tae t 1..,c,�t, .r°t� A4W nl / - - - - _ . -- - -- p 6C b p -8d 2 10d par hoe t __. - _ .. 10r s✓"OG 12 ®f u r or g 4 �,- Anchor toil✓ (1 58 ) bela��u Top ridging to ja !3 to naljEc d 2.8d e G end :'k r �0 fy;; blocking to joist - tae nC.,, ed 2-1Od sect• t,•^,sure "B„ 130 r',ph 14Gmph Z-V �,_V 1 .14 { end - F'ocf i^ Le"k-:# or F* 1rt E`"laar Live 40 F.7, Dead Load 15 P5'" ' blocking to sill or top pirte - toe3-16d 4-1 Ed e^ch block • s �° ` C ro end Cmc-.v La to 0a0 pry and F14 cr Live 30 F,-:*-F, Dend Loa.�l 10 PSF „ „ „ ledger strip to benm - f^cc S a Clarneter 30 DG 0 OG w 3-16d 4-16d eech joist �, ,�•c„ - - jolvt on ledger to berm toe 3-8d 3-10d per joist ,. Sp^ns Exposure 5, G, D Douglas Fir4,'2, Fb = 85-0 .psi, E= 1,600,000 (291) Expcwure "G" 130 mph 1 'Olrph f Bottom band joist to joist - end Waited 3.16d 4.16d per joist band ol„t to sIll or to iete 2x6 2x8 x10 x�2 , p!nte ejoist +> j p p 2-16d -16d per € _ .-6 .____ ---__._ " „ 'TC)F' VIEW ' Rnftcrs 12"oc 12-X: 15--10 19-4 2-2-5 518 Dlut~"aeter 30 OG ..0 OG FZ.ODE SHEATHING i Y --- 1VOC, 10-10 13-8 16-q 19-5 structural panels ad 14d see chart Gig Joists i;?"oc 15-Q 14-1 23-3 2b-0 1E7 oc 13-0 16-6 20-2. 26-0 CEILING SHEATHING a ' - =-- --�--x __3 � T♦ter r..+.,, '•-.............-- 1st FI. Joist., 12"ac 10-5 14-2 18.0 20-11 Notes: Anchor bolts to be a min, cf 7" embedded into concrete, max. 12" from any gypsum ulalibaed 5d coolers 5d ?" edge/10" - -- --- --- --- 1 b"oc 9-ci 12-a 15.7 18-1 iGr' � corner end splice, min. 2" from edge of sill pl-_�e. Anchor bolt wr-sher to be d coolers field r' t f;"-,.T ,• � ,,,; s..,-,.. a✓file m•,,..,..ry .i.y,,,n<.,..,,....o end Fl. Joists 12"oc 11-10 15-7 19-10 23-4 3" x 3" x 3/16 , max. 1/16" oversized hole. U s c hot dipped anchor bolts and weShers d WALL SHEATHING 1b"oc 10-Q 14-2 11-5 20-3 Gonncctor In all flood zones. Double up all 2x6 sill plates end Iap bottom splice with top plate and structural panels ad 1 O vee chart spike top plate to bottom plate with (a) 16d common Walls each side of splice in IEeu of Max. Cantilever - load bearing gypsum wallboard 5d „ ri,� �^ M r` . F"�rIII,! ., �� r " tp� 5d t ed ge110 t b . RR ! GJ HEEL CONNECTIONS ( 1q0, 1ci1 ) ha ulna bo�f� �nGhor baE., within 12 0, spEE.e on the bottom plaI.. (Note: the bottom Non - loading bearing : cant. span < . plate splice >~ a l' 2' from its end) (3.2.2.3) 114 cf I✓loar Joiwt span FLDDR SHEATHING coolers coolers field „-- _•..,.__. - . •__, _�.� Roof A � / � ce must hive e least en�. anchor boli u.�i.rtin 1 _ ,� structure! einels < 1 8d 10d 1/12 `� <+r.., M 5d cooler-- 1 518 5d gu sum °' r,,,,:'' �, ,;a• , , rr.fter Slope Roof 5p^n Nott: If strep Is under mud ell] anchor bolt w...w�er� r{e 3 In x 3 in j, field f �� 1 �,� r sou se 111 enol ncril,13 112 on.,15/64" �, .A% - ftcr end e nri, RR & toca. .h r with i d n -Il . ( ) p .� A U..e Simpson H b at R< � fa GJ � e ( 4 } b aSolid blacking � 1..t two end bays of Floor joists for ouch Use sem connection et ceiling joist to ceiling joist lap splices, din. herd 1 114" dryv ,111 floor 0 48" OG. Blocking to recelve a min. of(2) 8d C) each Sorg end of blocking. r Roof B is c r� Window openings connections: Rn-1,66r Slope _ Rory, 5pG n_ ROOF SHEATHING REQUIREMENTS FOR WIND LOADS GE Use Simpson H 6 et 1'ZaFlcr end face nnrl RR & GJ together with ( } 1 bd nL IES. w ndo;r# size #jack studs king studs Simpson cannActor A �; .•F, - , s �`,� Exposure "B„U-c same connection rt criling joist to ccIlI .g jolt lop spll;er. :- 92) 1/2" e, • ..;x, �, - f F �,,, ' ,�, i ` Exposure "G" � 1/2"° ` eppliedwithcorrosionreslst^ritfaateners { R -,:— ----:,__A __�x -_-_______ __--_ _,_._"� I floor Fiona for tr _ See ectue - � s �ppincl regrr,nts � _ .__ G - - - - _ -- - ------------------ Roof - X505.2.7.2) _- -?— ;. - - -------- 1 - -- t. RF`ter Slope fo^f S^pan Atter chment requirement are a e applied r a :, i,� t 4° s ... "} p q e t b pp ed art Doug Fir R Vers wish 8d `;_. GC - Uv�: Simpson & GJ to ether with �,r Svc cripple stud etov2 the Where attic floor or cellin " --° • . - i. . d - he:�' r to receive Simpson H6 common or 10 box. Perimeter sheets are 4`-0" out from ell edges of roof , rr • ps on H 6 a.t r 'tc, G.rsd fr cc nal! I�f: g ( ) 1bd n:�.Es. f Y_..s._ ..___.___�;- g r a , w "` dinphry m 8.0 in from deble ,,h a• e� Floor rion for G:n, . Use some cannectian ceiling joist to cel,ing joist Iap splices. c i, conn Eton l n - o. iCi ,gs&sa ka and p ` e ' ) d e the gable � walls is use to br c h � Roof 17 (2)160corrmonna,s ;i: "' H6S�utoHdr a b 5fmpson NAI SPACING, forPc f q thin end or _.i--------------- --------------- d . „ • .stn L G t o Shea- g - CHART A o mere a hip raoq -- �- er stun;to rote i Exposure "13" 4' erimete, s sLrr.tem is used you don't hiive to a t ' ' p p -sheet Interior ehee�s t - R<,rter Slope Roof Span ., : y , connec n li 130 mph edge 6"DC edge 6"DG block Vic 1 st two ra�cr bnj,, DD - Us✓ Simpson H 7 e Rnrter vnd fncc null i I. GJ together with ( ) 16d nails. i; _HE big Simpson Interior 170Ou interior 12"OG i; ` r., , ..,• s ;,: �,.,' Use same connection et Gelling joist to ceiling joist Iap splices. _ to 140 mph edge OG edge Roo, E b„ �, o b"OG Interior 12"00 fi' FLOCKING F RI 1"xf er Slope Roof 5pen 4,,i ra Interior e {- 'rR w,. . IN FI"ST SHEM EE - Use Simpson H I at Rnftcr end face nr!1 RR & GJ together with { } 16d nails. _ „ a TYJo rnYs Exposure G 4 perimeter sheets Interior sheets ir+?:a'aR Use name connection e;t ceiling joist to Gelling joist lop splices. � . b"DG_ edge 6"OG RR'S NA..IxNs TYPICAL NINDOW ST I41~ PING DETAIL Interior VOG �- - -�t�ar �,�a�_... I^r?= ^^ AR A sti�FTs t`>wRlMErcR f Door openings connections: 140 mph ed!,F 6"OG edge b"OG -,Q - :' rficAirc t b OGInterior 6"OC Interior Door# Size #Jack studs # king studs hdr. connector (simpson) ct a TYPICAL L SHEET TYPICAL ROOF BF' AN 4f' JAGK5 # OC KING5 P ,.v:,YF.w'! 4, ^e t? ,.!"Me%•..r, ^...,y,I s•..ra .,n*.mr.r•'w.w.-«:.'•n.w.ar««.maw..,a,K.:ca:..,,o+eruaw.N.,-.w..Sao-»r..n.+amor.a"R,r.Y .r9_,.+..s See actu4 E Floor Plans for strapping regmn'tsSHEATHING (270, 214 ) ._. . .__.__•_._.__ _ ._,..__...__ _.__ ___. _� �___� _. _��.�..v�_ - _._..._ _ _.. Where wind is > 130 mph use Solid blocking fi 1 st two end bays of ROOF RAFTERS 48" OG. Blocking to receive a min. of(2) _ �, T,• Every cripple ud above the a en o T1 ,-011 8d h d f blocking. 124 ) 11 _ <-.,:•.. ... ;,_.. See Floor f lzsn far Gtr. - :: - - header to receive a 5imrson H6 �* r s 4., - ''. ._, connector ��_ari _ �r_a►s or Kings&Ja:ks end //"";;''�� 4'"(' V � �.� r-tr,p s zr5&(2)167 r cn EV'o1 i 1 rs common✓,alis per srrd H6 Stud to Hdr.St ep 5imps '° _ 0►—ars ,I _� " to pirate connections R.O.le,o, Bial! Framing Exterior load bearing well 3.200 p. 121 fordoor 12 r �_art Studs Exposure B Douglas Fir#2, Fb 850, E= 1,600,000 1�t_ar� _ i_ara I �.-.. . . . x. :5 _.: :_._r., 130 mph 140mph 6 . ..,...�.. ..,:�:. �.,.; , is,� .,.::.�.�:��,..� �,,.�.... :,' ,.• 7.-1 x 2x6 2x4 2xb HURRICANE SHUTTERS Stud length 10-0 10-0 10-0 10-0 Where wind is > 130 mph use Solid blocking 1 st two end bays r _ of END WALL 48 OG. Blacking to receive a min. of(2) 8d The General Contractor Is to provide the each end of blocking. ( 121 ) e S e Studs Exposure G Dougins Fir#2, Fb - 850, E= 1,600,000 structure with 1/2" COX r� 130 mph 140mph p, aod panels w! TYPICAL DOOR ST�.APPINO DETAIL p s � screws for all �, , _.•.. .. 2x4 2x6 2x4 2x6 pre-drilled hale for fa7ten7 s r ,vs ._.; Windows end a r . �, Stud E d D o 5 lw�n...ls to be u length 10 0 10 0 _.-._ __.. _ -. numbered and stored on sit in dry aren. n th 10-0 10-0 Use #5 Blood 5creu)5 - 2 embedment: Unauthorized alteration or addition to this plan Is a r ® violation of section '1209 of the NYS Educetion Lew 16" OG for 0' - 4'-0" f'4,nei .span �' Perforated 5hearweil Holdawn capacity for Exposure "13" "G" "D`' (227) I 8o'OG for b'-0"- a'-0" Panel an e Goples of this plan n g the Arch's red inked seal and .,gyp`:.n of boa.En Architect's Wall Height Lbs. Aspect Rntio `p signature shr.11 not be considered to be valid and shall not be valid RIDGE CONNECTIONS Exposure 'V' for construction. {1 S5) 8'•0" 3488 # per floor 31/2/ 1 to Use #}10 Wood Screws -2" Embedment: ° There shall be no master filing of this plan with any building }ridge Connection 98 0 -0 3924 # per floor Actual L/W = _/4 1h. Or, far 0' - 4 -0 Panel span department innd sh211 deem the plan to not be valid, sealed and edge Connection" Strap - 0520 16" 10'-0" . 436Q # 2.45 < „ , „ s .�.r�h 0520 16 per floor 3.5 12 OcS for Q-0 - 6-0 Panel span re�ncd p!: .ns r,re Good for one calendar year from the date listed id 12'-0" 5232 # er floor „ a, q, below.). DG O r{age p 9 DG for b'-O" - •D Panel spni ridge - vent This plan is for the building lot address below and Es for a one vent d (cont.} time use D�`ed:06/22/18. r_, _-4 . ta �; (cont.)jAddre� 44Q South Lane, East Marion, NY Mex. Geantilever- load bearing 1 I „ ' c ;✓„lro,.ra, ,-.,.n.'n4,"�,..w—' Non - lop-ding beirIng : cent. Cpan H.0 1 d,d,0 ( 22 c GENERAL OO _. NEtiAL _N ...T.. E 5 & HIGH - WI-NOHU :R1GANE SHUTTER TYPES ARCN/t114 of Floor Joist span SPECIFICATIONS I N RlOGE CONNECTIONS Exp Automatic Roildown Shuttersure B r Sd Nin•1 et FOC - - _..-- P > I r d a S utters{ 8iN . L r , x �rOG � Bahama Shutters(all € ant , �. � - =� .► .. , 4' perimeter I A.wnInq Shutters ~ � ��, �• RES 1DEN-GE nailing � � 6 �ail Storm Pancl shutter OUTLhEFS Gannettarv able soffits)s) �n�/linzone °Pl ,uood Shutters' at 600 � PETEP. T. FOOLAS Exposure"D" 130 mph 140mph " ' ARGHITEGT H2.5A(simpson).:.H2,5A(simpson) v,ILA LANE,e'oX 10155,REMSeNeuRG,N 11q60 Exposure "G" 130 mph 14.Omp, ) DATE: 06122118M2.5A aim ^on) H6 (simpson) - ----- - - - jj�^ ,. �. Page 2 of 6 _ O�J 1 00 `` SCALS A5 NOTED 'L. i i Install 1 1/4"20 gauge I ge!vanlzed strapping BEE STRAPPING } TYPICAL ROOF�� 0 16"OG over DETAIL for strapping - =: --- - RiDGE with min. 12" requirements /.. ' beering on each _ RAFTER , H2A RR tie TYPICAL `" r'rR55 BATT \` 12 I TYPICAL ROOF OVERHANG /r may. - 1x b Azek � ___-_---- -_-----.._._.__.__-_~\�._ 6 -Arch. roof shingles �t1D �` �., l y r?r , over 15#roofing felt B B fascl-with r G X �� alum goiters to over 5115" D plywood naffed to drn VC11 r sturofoam beffies ' \\a` ,�P19 BATT _\ Roof Re-fters " ,`-.• _ ' H 2A ROOF RAFTER „3' I 51m5 16 OG by ;: ._-- �_-.__- _-.__ ___T _____ . . ____. — ---------Vented Bead board sofr"t ! BEDROOM #3 � I � — -- — 42'-2" — -R15 BATT TYPICAL WALLi --- - --_.._ - , ` titin: i REMOVE AND -R21 BATT j-- CL05r- UP CLO H(5T 6 FT. 8 i N. CEDAR 5H1N6LE 3/12 `i existing stz!lwell / i - i 3 • SIDING OVER TYVEK 1/2" EXT. 8, BD. 5H�'ATHfNG (1) 15X7.50 LVL N `\ 1 -11 y , , � M GROLAM TO EACH OiL TANK .- 1ST. GIRDER ' ti (3)2x6 w, (2) 1„x1„ 2X& N N „ i' M Steel Pi.t_ Flush FJ'S �' 2X6OCG (2) 1.15 x`7.25 LVL'S to 1 H” OG ,« 5 � 1 b _ .. . . � .. - -- / ED CLO 8-0 1 9 5 9' 0 +GOD I = i exlst.2X,5 FJ'S 16"OG i`' 10'-9" TYE'iGAL - , A 'G O � ISI ISI NG 5 25 x 1�.aa 2.a1� � ; CONNECTION v l , �i. - -- - - �' ------ ---- -- l - - -- ---- - . (2)2X6 MGA PLATE , _ I' I BOOM perP!iem bolted to the -'o G(- v 5 p' I r. j �° SiLL EAL, 51�' DiA. f th ld i t exeror tie of well ENTRY50" 1 ANCHOR BOLT _ u_ MECH. RM. to each stud end box / ! l I i J,, O.G. COPPER KRAFT 5D GO li' o Rao beim _ ! TERMITE SHIELD DOWEL INTO STING FON GiRD ,,-;: ; � PARALLAM• �R F.A.V. TO EXTERIOR �" ♦ " " t'' ♦- GWI3 + i L __._! under .: N`!!W. 2x6• _--'M--�- ,� 1�y��.%�— ___--.__--___-�.�r , - �---.' _� 4 I.._.-.'.___� _ =- d FJ's - i req on - _ '-�_ -- '--- _-_ _ -- ---- -- -�� --"-- - _ _ _. �_. _ _� 1�, 2„ 3-4„ GNB r " _ 5tf'rs 1 Exist. 2x8 Add 1 1.15 / floor joists - = FJ's X 1.5 LVL TO °? EACH SIDE j mi ' i _. - /` I i r , HDU Con OF Exist. 2x8 �._- - _ _� . --__ �! ns I 1 CRAWL I CiRAJN d ( I 5/8 dlgi bolt FJ's i i --- t ti - ti ,4 SPACE 5/ div bol ACCESS 1�\� I F _, TYPICAL DN. Y- 1 I UP DONEL INTO o' 4" �' S" ----— la , b"poured concrete Inst,li 1 114"20 gauge CRAWL j, 21'�•�'� - 1 -1 %,' u; EXISTING f"DN - - - - - I -- - - - found=ation well keyed g,elvanlzed strapping . ACCESS t,, � �' � 2" PG RAT 8" DIA. STEEL XIP COLUMN ON I to a 16x5 poured 0) 16"OG over BOX m m � � � 5LAB A 2 FT. X 2FT X 1 FT. PG FTG. I concrete footing , with min. 12"bearing - , - - __„ _•,,, - ^ - - _ r - - - r _ _ , ` -�. � I damprooflng &b mil on eech stud vapor barrier 2" poured concrete ret -" ` - - -- BUILDING "' -'- U I Lai I EGT I O A. stab i i • ; u - , � 2X10 MGA LEDGER ( I I IDU 4 Corner HDU 4 Corner holddowns w/ holddowns w/ ,, - `A -�- ___ 518 dla bolt i I :fl r "-- 513 dla Boit —GI^ L 1 - _ 5PAGE L I 0 ? i I Install 1 1/4"20 gauge I f -- 2" PG RAT 5LAB I I oalvanlzed strapping u.' I I 16"OG over RIDGE withmin. 12" _ _. _ ___ _ — ._ — _. _ _ _... _ _ I beering on each - --- 5EE 5TRAPPiNG RAFTED. 6 L._ _. ._ .._ .... ._ _.. _.. . _. _ _. ._ ._ _. , _ DETAIL for strapping (3)2X12 GIRDER - .s.- _. TYPICAL ROOF 22 1" rejuirement� __. TY'PiCAL ~� Arch. roof shingles OVERHANG R19 BATT- over 151 roofingfelt �kurofo�m 5 BATT 1 H 2A ROOF RAFTER baffles :7. ,,R3 .: ,� over 51b"COX ' ' plywood nailed to TIES 1 b"OG by ^` 31 Simpson Roof R4 fters NEW 2xD roof rafters fa ac a with \ ''' afongslde existing rcl�iers .. ;.,'' H2A RR tie , Plum utters to ~' -_.------.--____._----------____-_ } » 9 - tend extended up Cs Ode l 5 - d UcI `_f'r'" " Shown TYPICAL 6^tALL -- --�`- -- -_-- - 16"OG 2X6 WALT r% STUDS 16" OG ltu CEDAR 5HINGLI~ i 1 `' - 511?INC OVER i _ f'.21 BATT TYPICAL' TYVEK, 112" EXT. { CJNNEGTiON BD. SHEATHING SLAB S^U6 6Xto 1 (2)2X6 MGA PLATE , 4N PG IooM , P©I�GhI / � ! SILL 5,rAa, 518" DIA. 10/10 WWM X f OFFICE ANCHOR BOLT 3?" l ' REMOVE AS PITCHED TO DRAIN a: ( i O.G. , COrl"Er,KRAFT R'_ iI l R3fl J f T'E ,MIT>~5H4E � i L R--QUIR � D „ r' •\ '' FJs I GWlSre on ' __"'4 - .- 0,-8„Nr N. 2X5 /,�"'�� g,,t �^g p i~xist, 2xb ! P.302.13.2 I _ ' •9 ; `r' I -6„ DROP TOP OF FDN WALL FOR , I HDU 4 Corner t., ! , till O PLAN F J,s 4 a l - , l ! j ' X 15 LVL TO l ,li� �s - E / t �: »_�_- _-__- 1 i �_. , 2FTXIFT GAR.AG� DODR �� holddoums w SCALE: 114„ = 1�-�" ,a EACH SIDE "_ - ...._ - _ ._... - _ __._ ,..... ..... - , dia bolt OF Exist.2x9 - -- - ----- ----- __ _-_ ~, FJ'b - I j TYPICAL FDN. WALL , S poured concrete Install 1 114"20 aPuge ---- foundatlon wall i eyed g=ivnnlzed strapping to a 1 bx8 poured � 16"OG over BOX concrete footing , with min. 12"bearing damproofing & b mil on each stud vapor barrier 2 £a.......,.......tE , tp y� �� „ 'Ets akc�; �» FOUNDATION PLAN, SECTIONS _ B U 1 L 1 N av ION poured concrete rz� stab �v` r H - PATINELLA RESIDENCE PETER T. POOLA5 "*SrRrF r :t ARCHITECT 50K 10`3,RtM5EN£URG,NY 119E-0 631.525-o929 DATE 06122118 440 SOUTH LANE, ► S 5 NOTED ON, NY Page 3 of SCALE A EAST MARL -- 6 / AA EXISTING EXISTING w.., r:..mr n n.. .. " °�-+ -- - .._ _; .. -. _. ... _ ♦'_____-___-_ .-♦ (3)GX135 (EGRES5)Y,114 911 b"X 314" (3)GX135 (EGRESS)S^114 9/1 b"X 314" LVL JOINING MATERIAL- LVL JOINING MATERIAL 3.5 X 9.25 2.0E PARALLAM 3.5 X 9.25 2.OE PA7ZALLAM. - � 10, 4dI z P is LL 2468 GL FAMILY � 7 o `� ATTIC - ROOM n m m HATCH BDM #3 ►n z v, BDRM A5 REQ'D - `� o GL ' a #2 5D zAA { 5D . s R `B B y - 2468 (GG beam D -- -- G channel steel 5.25 x 11.88 2.0E Paraliam HDRC4 i u3 N W/ �- - . .._. . ♦ en stoma , ge I. van beam G15 x33.9 z _ 3.5 x 9.25 2.0E Paralfam HDR - - - ALL SMOKE 3068 ^ DETECTORS TO BE . FY+Ia„068 FYtabObB �, (5) 115 x 24"LVLS -SEE DETAIL S^la6C68 r�1 � �� PGKT HARD RE D _...__..._.._. µ --- - . - — - ec\ _ INTERCONNECTED I 2nd floor ry ca v t`- RAILING GO 2668 outside wall •- SC '. BATH Q - - - � e i o ) rym In , ,! ? `� . Oft x 4f} 0' " ,- - - _..._ �il.. •- 1 -4' „ z a ' N 3-11 m � 7 "r_ :iTGHEN ; -` ,v , 5hc_ue w! f 3ftx5fttub _ 2'-4" 468_�v ? a seat t i .002 O IM DINING A21 A21 A21 A21 A21 A21 A21 . rrEXI5TING RIDGE ' • r V { I ( I °- i I7I7 ►L _ (HEADEP SET OFF CM FLOOR FOR 5TAII", =LL HEAD- BI~ARIN Y TALL A w HEIGHT- SEE DETAIL pD T- :� J2068 20681 BATH 2 -, —___ ,� LIMN !u4i 2'-9" 3'-10" b'-2" 3'-5" 3'-6" 2'-4" q_4 4-11 - 2X FJ (3)2X81^U(2) 1 X? STEEL-, w / / / - PANTRY G4r- 'BRE 4.1 r' 12b6B FLITCH PLATE FLUSH �' I P IN_rUL. FULL HEIGHT WALL TO o ' •BREAK RR`5 SPAN d ♦ I XI V x ,4'-, GO FLOOR, N 56A : 1 /4 ` (2)2X10 HDR (2)2X8 FJ 16" OG z GL l 2nd floor __ 2'-5" 0'_4" 20b8 2068 , 2x6 stud x 201;6 (2}2X12 outside well 2668 / ,� I wall rr' o i 2nd floor 2068 / ,UP ATTACH/EO_T TO EXTERIOR 11 -0' w 5.25 X 16.0 2.0E PARALLAM HDRCL ;OFFICE I q i _- tti SIDE OF WALL ENTRY ,2x6 stud O �SHEATHINO BDM 2068 �a� � i / /0-9 + 3068 waH NOTE: TH15 DETAIL m # i __. x � INSUL. ; (2)2X10 HDR ` -- 15 APPLICABLE �% SIDING ,2xa RR 16" OG - I (2)2X8 FLUSH J - - -_- ----- - r o' 2X6 GJ 16"OG �• =' `- ♦ - '`'- ♦ - - `- PARALLEL DJS ;�y_ FLASHING FOR J � INHERE FJ5 ARE - - ,/ T'� 2xb i i WATER TIIOHTNE55 Tl^124410 TV42441 D � I , .�'' ff` "4 9/16"X 314" LVL - ♦ ------- - _ -- i `DECKING .� cn 'zi '4 JOINING MATERIAL _ -- ._ ' ,ObB GO 1 - ---------_ - 5069 PGKT _.� { KNEE SHALL UP TO - .. ' ��'.� �J ® BREAK Rf�'S SPAN r_�_;.r_. --`+�-1_�. APPP.�JYED J�JfST _ ` .. x 2x LEDGER WITH FASTENERS W 2868 ry __2x6 Stud i- .._ :__ _ _:w - a a e - =-- --�._ tN ACCORDANCE WfTH TABLE ca BATH 2468 ° PORCH " � _ Rc0,.2 ♦ - TT '. `A ! i 1 r \ `HOLVDOV N DEVICE MIN.50 LB: LY d X + u�. Y . AT LOCATIONS,EVENLY iri _ ` - " fJ �„ il� � '' y - - - - - 2x10 FLOOR I ; `\ DISTRIBUTED ALONGDECK AND 4 I - - - �i ONE WITHIN 24'"OF EACH END OF 0. _ cel ` iso 2X6 ! \ THE LEDGER. HOLDDOWN DEVIGz5 It' R r l i \ SHALL FLA-LY ENGACaE DECK JOIST , • -_- o r _ _ - -- - - _- _ _---- -- ----- `- ---- -- � ♦-----♦ -- _ ____ _._ I i PER HOLCDOWN MANUFACTURER 3.5 X 9 25 2 OE PARALLAM - -- ., o - \ A FULLY THREADED 3f8"VIA.LAG 2x8 RR 16 OG LG firecoded GNB I - - - - -- -- - _ .. _ � . Nip Roof � SCREW PREDRILLED"MIN.3" __� / PENETRATION TO CENTER OF TOP en w?115 & ceiling a5 10"X 10" PORCH PLATE,STUDS,OR HEADER required 2x6 stud WRAPS AROUND 4"Xb" W8!1 i MGA P05T5 R k DA , FIGURE 8507.2.3(2) DECK ATTACHMENT FOR LATERALLOAD5 7 in i - GA1�A',GE o o N .- cv , . . _ ..__2X6 RR 16" OG 3�� - ' m I 4 ? 2X8 GJ 16" OG { tL U iI - - - - -- - -- - --— - — - --—-- -- J , 3.5 x q.5 2.0E Paraliam HDR -- - -- - - ------ -- -- =-� 1 aRchi•`� �1 n ��, rFrr � FIRST AND SECOND FLOOR PLANS 12 FT X T FT OVERHEAD 12008 DESGi`:UPT I J N �S pOA A w A . EX15TI Na r k; PATINELLA RESIDENCE 3,'2„ ' _.. . -- - . 16'_0" ... _ __ --- - -- -i ` -11„ - - - - - _• --- -- --- - -- - - - . .- - - ._. __ ._ ..,. j x _ .�,., REMOVED - - - - - _ EXISTIN 4 _ , _. _ - - - --- -- - -- _ __ - . ----..___ -•-- _- -- -- � PETER T. FOOLAS C NEIL PARTITION ARCHITECT 10`:9,REM5EN3'JRS 631-325-0 EXISTING FOUNDATION ? BOX ,l�Y 119E0 929 F I R.., ' t. P Ltki r..J' SAL E: 1 /'�`" •� >r-0ei 1 DATE 06/22118 4 0 SOUTH LANE, � NEIN FOUNDATION /5 SCALE: A5 NOTED EAST MARION, NY Page 4 of 6 Install 1 1l4"20 gauge galvanized strapping TYPICAL RO 1b" SEE STRAPPING TYPICAL ROOF�� i SEE 5TRAPPING OFA ^�- BOG over DETAIL for strapping `- DETAIL for strapping ,� _ RIDGE W h min. 12 , 4 pp 9 �., / requirements be^�Ini on each requirements / RAFTER4 H2A RR tie i R35 BATT-, \ 1 a TYPICAL \� TYFICAL - R38 BATT - OVEf�HANG \ <: OVERHANG %" l '�`;\ �' �`h` ! TYPICAL ROOF - I 1x 8 Azek / !' -Arch. roof shingles 1x 8 Azek a.-�,.r t��_:P m� A, p, -_ . ._ �,. _ -_ -__ fascia with ' . -, \-__..________ _ _._'\ -f over 15 roofing felt ` �^. jf'1t+t, l " fascia with + 'Jc „ alum gutters to ;; ` ,' alum gutters to , . over 518 COX do unwell = `styrofoam bet�es dr6tveII �,�/: styrofoam baffles i rf\•� J p Roof Rafteood rs to \ 813 BATT R s � 1 R1q BATT i �_ R1q BATT �,r r��.• H 2A ROOF RAFTER \,..., H 2A ROOF RAFTER -1, ! . „ c TIES 16" OG b -- _ - -_ - -� TIES 16 OG by -- - ---- - ''`• \ ',, '°. .' p � y -�.__- -'Vented Bead baardl sofria. Simpson ! I Simpson � �-Oil Q - --- BEDROOM #2 l� I R15 BATT y� �'• ..•'"'''� 'd, '.°�. �..�` ""'"'' - { i - B E I7 ISI M i I --- - ! - � �'_ • , : ;► .,, �, �` * 1 �, it , ?' �� (2)2x12 hdr ._ �_ TYPICAL WALL _.-.. _ -- 1: Field verify 2x8 RR's ''` 12 r, h °.�' yA.', '. M rf• 16"OG , if not install as ,, ;I � - ` SHEDS _ _ _ CEDAR SHINGLE --- 821 BATT 4'-1" i 3/ 2X8 0 l required � PORCH roof ►r, _ 510ING OVER a r,�r q - - ' 161,0C {+. }, ' } + r.' ^' ' ' ,�.f ti �` �: _ t _ E K, 1/2",EXT. rn ' �f LP, 0+ �' " - ` i - - :_ BD. 5HEATHING ' �^kt;.s:..... .><-_......_..>._.^-- r•-.,. -_...la.,.-..�.�. ..r.. .7,-[ . w , R 'y w ✓ ' f!' t 't�. f - j..Fr m ^'i 1 L l'I-- uJl:t,- 1� �, ,. .- ,.�, Y:\ I x:{ , f t' r�' °°;�, r-` (3) 1.15 x 24" LVL'S lag ..•," �{,,;, :»t,,tt 4 «�r'�.,¢ °'`:"''":`. v,-y ,� 1, r , ' 2X6 bolted into wall stud. 1) 1.75 WALL TYPICAL e Add( Cr~ ed box. OR X 7.25 LVL % % =.I * LP .,� :r; { : _� '� six "� G chnnnpl steel beam . I KITCHEN ( ) .25 L r 11 ! CONNECTION > ,, k to each side ; ' 1 bt aG ` .', G15 x33.q 2 }.75 x? LV 'S to I (2)2X6 MGA FLATS : Y r ? of existing jrJ' unroom exist. 2X8 FJ 16 OG ,. �` , F , 51LL SEAL, 518" DIA. _Q �' `� \. r �., �' F1�M I�..� i , �, 2X8 J 5 - See Add (1) 7.i� ANCHOR BOLT 30" ,� H�II ^ Ir r,L ,'- : +`1:ax. :�;�. °: �•. 16 OG X`1.5 LVL TO •- `t t> ,,a° .k ," remove wall �S Shawn �- KITCHEN AGH SID t 5tainveiI detail 66 E� E O.C.O.�TERMITE SHIELD DRAFT i y,i OF ExiSt. 2x8 I..nG�ll� Install 1 114' 20 gauge a d stn n - ----- __ �_�—_`� R30 J a�aly nize appi g r _ 16"OG over BOX _ r. . i4ka r.,. _ i-T--•___..- __...-___._...._--_'_.- ------_.» . _ 1- ---'-----__.5. -'---'-`------.__--- ----'=` �i - .— - __.__—� `_____- -.-__.—' _.� -- --{ --- - ----- '{ •__. - .-. min. 12 bearing on each stud � c`` ';.J ' _:,: -;` .>•'tia. 0. •� �o t"- ! l\ NEW. 2x8 r ' �- ,:.° Exist.2x8 ! i G WB req'd on Exist. 2x8 \ ; ! N's 4 "• y •.4 w Rj0. .. ' ' [' x' •a„KdP. LV. 'S'Fr f I FJ's i _ fl a _ /. •, v, ':!T k.•{y'Y • y. A Jn,P'r� >)f,, i .t'rt..n 4 �1 {';/;`" f ' FTS )oast_ ; { a S r,,,. ��^�.., =,f. ,�,,,A,�•�'.,> n'',;: t.�' .>,,�;' ',",.r^. }....e+. .,� �•.'..{'{, -��) �' ',' � � i , I I 8302.13.2 I � t-----"- ---_--_''_'_-_____ -__ - ' •«+ ,ri�;µb,rl °..r,,,,4, °'y 1`.°a,.Y*,w'"r w"'d. ,�'. e� - {-.• i�r•;.' i._,—,J , y._-_•..__ (1)3.5 X ., i l'r y�.�y.°.' 1;..r'�'t k� Y�.•• �� _•d,,,J".:,," Y f 1`• 5.Y, O t 1r! - ' i Q. 2.0E t `' 'a', _. .`- `r�''�s •� :`'' : Parallam I TYPICAL FON. p . •S / _ WALL �•a*. • ."1} .�:'.y.H•,{.Y,.f},d?F s li"•.1 I° 1.' fr' I ' _ ..___-.._-__ 1 _ r 'l t•'' t t h .) 1 V,r -------- _ _ _ ___ -- -- -- ----- - - -- - --- - --- t --- ------ - -'- - -- ------ - 8 poured cont rete �•',ti + .�,:�. x� ,�°r .. J__,� a � , �+,'� I ` ! _- i-_.._____J - foundation well keyed -- �, to a 16x8 poured concrete footin .- ,� r* ....• BUIl- it SECTION 00 ,jvapor barrie 81 6 mil ,, ; �* � vapor barrier 2" _ 11+x. `-r r" ti ;'. poured concrete rat BUILDIN6 SECTION 00 siab PLOT LA T tori swat r r in e Calculations OUSer= P-/-,FT • .r:. Fv Ute H i Tq C - '4 l�' l .� utters leaders connected to L. I .'c�l.� Install 1 114 20 guage , 0 galvanized strapping @ 16" _`''~ '" "`" . , �a, ,�• ' t '.,. OG over RiDGE \ \_ _. !j��.i_ i \ ? i l i 2502 F x • 1' x 1 .0 I b U i with min. 12" bearing on each R\ �`- �___ __�. _._ __ - ----i: -� �; _ *A 1 RAFTER.(1 ) 10' di x 4. -0 deed 213 OU FT U � 0'-0 di x -0 Icl��n ool _ " install Simpson H2A RAFTER to STUD tie, 1611 oc. - ; - ��. • - aimpson host p ----__ , r 504 to heeler H2 . 6x6 MGA post inside SECOND p Install 1 114" 20 guage FLOOR -�---•-- �'� _, _ � i � permaeast column galvanized strapping 0 16 OG over 2nd fl. box _` = =-• __ _.._ __ _ �_ ( i ? with min. 12" bearing on each stud. leader I dry-uoll Decking L, MCA Deck Joist _7_ -- --- - FIRST FLOOR 5imp�on ABN66Z - 1 4 6x6 post base Install 1 1l4" 20 guage install 518" dia. anchor bolt wiFIRST AND SECOND FLOOR PLAN galvanized strapping 16 OG \ 2"x2"x3116" slotted washer o �,Rtff'tFcl . STRUCTURAL ONLY under double sill plate �, �� with min. 12" bearing on each with min. 'T" embedment. yt o��As 'oo S die. concrete filled g m _ sono tube w reber to stud. p PATiNELLA RE5IDENCE _ 16"x 16"Xb" poured �` Gone. footing tr i n I to No• , p } PETER T. POOLA5 FOUNDATION sr�-Aj--=-e �� ARCHITECT BOX 105+3,REM5ENBUF&,NY 11960 631.325.00.,29 . ,,,,,,,,,d� .. ,,,...e ..I�• - -. tea•*, �;� .. -- - .. -, - -- - - - __---- -------- - - u =� dam,^ DATE '06122i15 440 SOUTH LANE ' --, SCALE. A5 ED .MARION, NY ' N EAST age o Ei ROOF SHINGLES TO X.ATGH EXISTING - . .T' . - - , . . . _. - 1. :. ,. - - .... _ _ - _ .. . - __-. . � - -- .- - -. - _ . . _ _. .. _ - -- _ _ , I.. .- - - - - - _.. - - - - - - - _ _ _ .. ,, ,. " . .. ., . . ,. _ _ . _- _. -, .. - .' ., -1 - --. .- - - - - - - - - - - - -I -. --- ,- - . 1" ,II ., ., .. _ - - - - - . - - - - - '- - -- - ,, -, _ - .,,.;. I, ,. - - - - - - - - - 'I - -. -,... .-. _ .. _...-.. - _.. _.. ...-. - . - _ - - ._ - -- -.- .. } 6 r 12 �� AN2 A` l I;� I. A21 �'i i'i " I' ►A21 ,, k _1' .- ' I i`,,- —Ti � _ �;� : .. _ t' l �'� !i , l 1 I,A21 il_:i_1 Ji 1 ttJll� tA21,�: `{ � A.�1 � -. , . _..- _... ... _. ..- _ . � , j l.__-__-_..: i �.._-____._..'� .�-._..ice - J! - -- -- _ - — - _ _. _. _ .._ _ .. - - - .. .__- _.-._–_, ___._. _.._ -- ._ - - I - - - . .- .w.�r.. ,w-.v. .... _.�w........,,. - , -_ 1. ,-- - t - , i - [ 1� t - ..-�''^� .. - 12 , - . _ _ .. . i - _ - _ . . , .. - _ - ! 12 - - - - ._. . „ � , , . , .. . '. . -- .. . �.. ._ . . , . - - - - - ,. . ,r - , . - , - - -- . 7 . t: - . _ _ ,: , , - I- ; _ - - �,.�'� -- , _ ... __ - ------ — - , _-, , . _. ..._ . _ . _ . __ .. .. --_ . ._ . -- . , _ - _ - - - I - _ - ---.- ! ,` -:- I--^-,--rte ._ __ t ... _- .,.: - _ ., - . , . - -.. - - -- - -- t .- - _ - ,c-.-rr-rx _ - _._... _ '\ , , , .., l i - } , . — , — � � � .__._; 1 —�'-' i, ..�____�. �- -` .. _ i it ijl � ,._.._... � _--- --'- - .,..... ._-__... - � - '" d r-... 1- d �/ jl 9 I r nrf 1.l i- _",r -....'--^• „ r_;----„rr-,_ _ r �' ' I .. -- - ----, - - A31 1� A31 It .. __- _.-..- _ \y _ _ - .I-,. - .. - . -.. . .-. . ._. �/�,�� ,{ , -- ._, ,_ -,_ tl I _.._..._-, -_.,.. r_. tc--.� _t_ a=oc--.. _--- . '__~_^ ._ . .. - _ _ .-- '- ,- ._- - ,- _i i -_ . __ - !r' ” f,� ' G/V'11 M' i� ! Ij „` i 1, i ! I II s r `' , i� I - i U I . -. ._ _. . - . .. CM14 I EXIST. EXIST, j.(I EXIST. _ ._. . ;) , � 5 - ! 'I --'--- - - _. _. __ - l _- ._. _..- - „ - -'- - -- . 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GO DUPLEX OUTLET i 1 GIANTFY - . tl BAT{[ 2 � � 0-FI OUTLET - - _ - - �fi fr w �� ` r' � . _ ® � I� i � __._ �~ fan ABOVE COUNTER OUTLET d3 d3 I / CE% _ — GL „ SINGLE eVNITGH l GL --- - __ _ fen ri DIMMERSNITCH ta» 1 - -- __ ENTRE' IfteC\ THREE YV�Y S'1,NITGH (`} UP inXl-!OUST FANLIGHTL / fon / aL OFFICE GEiLtNG FAN Vc F L PLAN 5CALE: 1M" V-0$ oso � NAkLL MOUNTED FIXTURE u'p - � 06V { CEILING FIXTURE PENDANT cc i j POPIG ' UNDER GA5INET LIGHTINGCA DEG©ZATIVE CHANDELIER GARAGE DOOR OFF-NER 3 LG - _ tv GABLE TV 6A��AGE }r -.. _ _._.. — — — _ — _ .._._ _.._ � ,l I - . r} } } ( WP TO PATH AND &ARA G Et .__._ _.._ — _..._ _ — — - — _ — — - DRIVEY�AY LIGHTS s ELECTRICAL F I F 1,—u" uo"' P,� eu PA�TINELL.A RE5IDENCE 00 c `b SraT aF PETER T. POOLA�S \ ARCHITECT BOX 1058, REM5EP BUR6.W 119L0 E91.325 042 DATE 06/22/15 440 SOUTH LANE, SCALE: A5 NOTED EAST MARION, NY Page 1 of 1