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HomeMy WebLinkAbout44618-Z FO(, CpG� Town of Southold 12/15/2020 0 P.O.Box 1179 o s 53095 Main Rd 4,, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41688 Date: 12/15/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 785 Vanston Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-12-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/9/2020 pursuant to which Building Permit No. 44618 dated 1/23/2020 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,rear screened porch, second floor balcony outdoor shower stall and attached two car garage as applied for. The certificate is issued to Messina,Louis&Catherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-19-0022 10/5/2020 ELECTRICAL CERTIFICATE NO. 20-66620 7/8/2020 PLUMBERS CERTIFICATION DATED 6/24/2020 Ah I o' is Nt Plumbift&Heating u ho 0 Signature ao�SfrQ' �. TOWN OF SOUTHOLD yy BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • jt 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#: 44618 Date: 1/23/2020 Permission is hereby granted to: Messina, Louis 315 E 72nd St Apt 1 L New York, NY 10021 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 785 Vanston Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 104.-12-12.1 Pursuant to application dated 1/10/2020 and approved by the Building Inspector. To expire on 7/24/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,209.20 CO-NEW DWELLING $50.00 Total: $3,259.20 (i Building Inspec or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 7JC tai V&nsbn � bad Oac'-sa1i House No. Street Hamlet Owner or Owners of Property: Louis ayi A to lh err 1n2. Vj m mh Suffolk County Tax Map No 1000, Section I Block 12. Lot 2 , 00 t Subdivision I Filed Map. Lot: Pla _,OIS 2034 Z04 / Permit No. �% CD/ 0 Date of Permit. Applicant: N0,&SCLU C%\A' Health Dept. Approval: Underwriters Approval: Planning Board Approval: V Request for: Temporary Certificate Final Certificate: ch4oi Fee Submitted: $ Applicant Signature i " `'tea Building Department Application JAN 2 AUTHORIZATION (Where the Applicant is not the Owner) .,5 1 A Cl residing at (Print property ii«mcr's name) (Mailing Address) do.hereby,-apthorize C (Agent) 5i , PI A- _ "� toaapply,'gii my-behalf t&the - V ' °. �Outhold Building Department.' IV�_� }s �"�`'`•-``.f"�as s.`'� �s�`'�s'.� �• _.�€x� 4 �R�,ry_� "f�€; �t��� .""w'�a•'y,3 ��a". y fi .il Certificate of Compliance ........................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ..................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Yannucci Electrical Services Messina Residence Inc. 785 Vanston Road P.O. Box 638 Cutchogue, NY 11935 Shoreham, NY 11786 Located at: 785 Vanston Road, Cutchogue, NY 11935 Application Number#: 20-66620 Certificate#: 20-66620 Electrical License#: 50592-ME Section: Block: Lot: Building Permit#: 44618 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/200 Amp UG Service Equipment/Air Conditioning Equipment ( 2 Units) A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein,was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance th6rewith on the 8th day of July 2020 Name QTY nD I cj ` j Switch 15 Amp, 120V 34 KDuplex Receptacle- 15 Amp, 120V 77 I 1 1 6 2020 Smoke Detector- 15 Amp, 120V 4 Motion Light Fixture- 15 Amp, 120V 3 DING TZ". AC Condenser- 20 Amp, 220V 2 T Paddle Fan - 15 Amp, 120V 1 ARC-Fault-20 Amp, 120V 12 Exhaust Fan - 15 Amp, 120V 4 Electrical Inspector: Anthony Giordano .................. .......... This certificate is not valid unless raised seal is present. Certificate of Compliance ....................................................... . ........ ................................................................................ ............. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ...................................................................................................................... ............................................................... CERTIFIES THAT Upon the application of Upon premises owned by Yannucci Electrical Services Messina Residence Inc. 785 Vanston Road P.O. Box 638 Cutchogue, NY 11935 Shoreham, NY 11786 Located at: 785 Vanston Road, Cutchogue, NY 11935 Application Number#: 20-66620 Certificate#: 20-66620 Electrical License#: 50592-ME Section: Block: Lot: Building Permit#: 44618 Name QTY 4 FT LED Fixture-15 Amp, 120V 5 AC Blower- 15 Amp, 220V 2 ARC-Fault- 15 Amp, 120V 11 Combo Smoke& Carbon Detector- 15 Amp, 120V 4 Dimmer-15 Amp 120V 29 Dishwasher Circuit-20 Amp, 120V 1 Exhaust Hood -20 Amp, 120V 1 Furnace/Motor(2) Circuit- 15 Amp, 120V 1 GFI Receptacle- 15 Amp, 120 V 13 Incand. Fixture- 15 Amp, 120V 79 Meter- 200 Amp, 240V 1 Electrical Inspector: Anthony Giordano 61...........!Ns,; APPROVEDo t certificate is not valid unless raised seal isN resent. 3UHmING DEPT. Certificate of-Compliance .....................................:......._................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS,-INC. _ 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 . =_ .............................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned'by Yannucci Electrical Services Messina Residence - Inc. 785 Vanston Road--- ; P.O. Box 638 = Gutchogue, NY-11935 Shoreham, NY 11786 • Located at: 785 Vanston Road, .Cutchogue, NY 11935 Application Number* 20-66620 Certificate#: 20-66620 Electrical License* 50592-ME Section: Block: Lot: Building Permit#:44618 . Name QTY Oven Circuit-40 Amp, 220V _-1 = Power Panel-200 Amp, 240V - 1 -Service Disconnect-200 Amp, 240V 1 ' UG Service Feeder-200 Amp, 240V , 1 Electrical-Inspector: Anthony Giordano _a!APPROVEDo, This certificate is not valid,unless raised seal is present. Jut- 1 6 2020 Town Hall Annex *sem Telephone(631)765-1802 54375 Main Road PA_Box 1179 Fax(631)765-9502 G Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF S®UMOLD D) tJLLZ/ OCT =;G+2020 CERTIFICATION l�Ir;'jhrs4 4,, T�fIen'LD l Dater 2-9 12-6 Building Permit Ro. Y lt-�- (Please pint) Pitunber. jrLg &g+ P1Lt (Please print) ; lead. certify that the solder used in the water supply sysiem contains Iess than 2/10 of I% 's (Plumbers Signature) Sworn to before me this "f s 1 f day of Cs/ i � _ I _ I CEJ SUSAN A.R1770 i Notary Public,State of New York No.01 RI6183459 } Qualified in Suffolk County Notary Public, County Commission Expires March 17,20 , S JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: May 5, 2020 To: Town of Southold Building Dept. Re: Plumbing Inspection Permit#44618 Messina 785 Vanston Rd Cutchogue,NY 11935 To Whom It May Concern: This letter certifies that a Plumbing inspection was performed on the above mentioned addition and the Plumbing was installeks per plan and Per New York State Building Code. A pressure test was also perform d the entire plumbing system. Any questions feel free to call. NEW Si erely, EE � co J s Deerkoski P.E. cf _ 0 SSS � 0 C I - 6 2020 �� SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT: °`ycourm N�' 765.1802 INSPECTION [ UNDATION 1ST A [ ] ROUGH PLBG. [ FOUNDATIOW2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- ELECTRICAL.(ROUGH) ENETRATION-ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ ��n(1a � (U I )A nA 0 DATE INSPECTOR pF SobTyo -- — # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765.1802 : INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING"/STRAPPING [ FINAL N/0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: n Vd . WI. ,mow im :6A tlnql-'2 e - - m� 8 (eAct Vt= "/s tS WIN DATE /W)D INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: June 10,2020 To: Town of Southold Building Dept. Re: Insulation Inspection Permit#44618 Messina 785 Vanston Rd Cutchogue,NY 11935 To Whom It May Concern: This letter certifies that a Insulation inspection was performed on the above mentioned addition and the Insulation was installe a er plan and Per New York State Building Code. Any questions feel free to call. Si erely, 0� W Yo DE CO �, � S'� -� Ja es Deerkoski P.E. ,* , sF� 0. 01 pROFESSaO 0 C T - 6 2020 ' JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: March 11, 2020 To: Town of Southold Building Dept. Re: Framing/Strapping Inspection Permit#44618 Messina 785 Vanston Rd Cutchogue,NY 11935 To Whom It May Concern: This letter certifies that a Framing & Strapping inspection was performed on the above mentioned addition and all framing & strping was installed as per plan and Per New York State Building Code. Any question el free to call. Si cerely, . yo CO <5S �� Ja J Deerkoski P.E. LU pR©FES OCT - 6 202.0 �y T75 Home Energy Rating Certificate ~u Property HERS Messina Residence Rating Type: Confirmed Certified Energy Rater: MichaeLCaruso JNS Development Rating Date: 2020-07-16 Rating Number: MC421 785 Vanston Rd Registry ID: 553006873 Cutchogue, NY 11935 Estimated AnnuahEnergy Cost Use j MMBtu_ Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating :; i5:5? $1628 46% General information Cooling _-2-.5 5 $164 5% Conditioned Area 3345 sq. ft. House Type Single-family detached Hot Water 14.7 $288 8% Conditioned Volume 30860 cubic ft. Foundation Unconditioned basement Lights/Appliances 24.9 $1411 40% Bedrooms 5 Photovoltaics -0.0 $-0 -0% Service Charges $16 0% Mechanical Systems Features Total 117.5 $3507 100% Water Heating: Instant water heater, Natural gas, 0.87 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 92.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 91.00 CFM25 2009 International Energy Conservation Code Ventilation System Exhaust Only: 106 cfm, 23.2 watts. 2015 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes +�� 2015 IECC HERS ERI ECCC New York State 2016 Building Shell Features Ceiling Flat R-49.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-26.0 Infiltration Rate Htg: 1310 Clg: 1310 CFM50 Foundation Walls R-0.0 Method Blower door Energy Testing Services, LLC. Lights and Appliance Features 1648-A Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 570 Clothes Dryer CEF 2.32 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: / REWRate-Residential Energy Analysis and Rating Software v16.0.3 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: 785 Vanston Rd City: Cutchogue Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-07-16 Outdoors Temp During Test: 80 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating system; Primary: Yes❑✓ No❑ Tie: Furnace❑Boiler Z Heat Pumper Other❑ r z Venting Ty_pe 3 .Dra t,. _ ,`S iD Mage` Sin IZaQe CO._ n ' CO E tcien Fuel Type Circle_T e (Pascal) orst,Case _ atural orst Case' alural Rating:92.0 N❑✓ P❑O❑E.❑ N❑�MD S_H 'A'V�A Pa. Pass❑� FailEl PassOFail❑ N/APPM �N/Appm Yes ❑✓ Tie: Standard Tank❑Indirect Tankless ❑ Size: 0.0 Style Common Vent❑ Water Heater Primary: 4 No Instantaneous ✓❑Commercial (See Note S below) (Gallons) Stand Alone ❑✓ s z .Venting Tvpe;3' Dra f _ SbillaQe S>iillage(Natural) 'CO. CO E den Fuel Type (Circle Type). _(Pascal) = (Worse Case) (Worse Case) (Natural) ! EF:0.95 N❑✓ P❑O❑E❑ N❑M❑S❑✓ /A Pa. Pass❑✓ Fail❑ PassHFail❑ N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Q No❑ Oven CO 5 PPM Ambient CO(During Oven CO Testing) 0 PPM 1 Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 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: 2020-07-16 Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 785 Vanston Rd City: Cutchogue Builder Name: AS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional forms if more than one CAZ or:f home has multiple heating systems or water heaters) Date of Test: 2020-07-16 Outdoors Temp During Test: 80 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 Z Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: gating System Primary: Yes ✓❑No❑ Tyne: Furnace❑Boiler Z Heat Pump Q Other❑ 1, 2 Venting, 3 Drat Sin llape, Sip llaee CO CO E cien Fuel Tvne Circle Type) asol orstCase (Natural) orst,Case atural Rating:92.0 N✓❑P❑O ED N=Ma S-H N/A Pa. Pass 0_Fail❑_ PassOFai10 N/APPM N/A PPM Yes Z Tie: Standard Tank 01ndirect Tankless ❑ Size: 0.0 Style Common Vent Water Heater Primary: No ❑ Instantaneous ✓❑Commercial (See Note 5below) (Gallons) a Stand Alone ✓� s z Venting t Types Draft S ills e S ilSn laQe(Natural)'' CO CO E den Fuel Type (Circle T�) (Pascal) (W6 rCue) (W Caorsease) (� ural) " EF:0.955 NEP❑O❑E❑ N❑M❑S Q✓ /A Pa. Pass Q✓ Fail❑ PassOFailEl N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ❑✓ 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: 2020-07-16 Home Energy Rating Property HERS Messina Residence Rating Type: Confirmed Certified Energy Rater: Michael Caruso JNS Development Rating Date: 2020-07-16 Rating Number: MC421 785 Vanston Rd Registry ID: 553006873 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 75.5 $1628 46% Generallnformation Cooling 2.5 $164 5% Conditioned Area 3345 sq. ft. House Type Single-family detached Hot Water 14.7 $288 8% Conditioned Volume 30860 cubic ft. Foundation Unconditioned basement Lights/Appliances 24.9 $1411 40% Bedrooms 5 Photovoltaics -0.0 $-0 -0% Service Charges $16 0% Total 117.5 $3507 100% Mechanical Systems Features Water Heating: Instant water heater, Natural gas, 0.87 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 92.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 91.00 CFM25 2009 International Energy Conservation Code Ventilation System Exhaust Only: 106 cfm,23.2 watts. 2015 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC HERS ERI ECCC New York State 2016 Building Shell Features Ceiling Flat R-49.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-26.0 Infiltration Rate Htg: 1310 Clg: 1310 CFM50 Foundation Walls R-0.0 Method Blower door Energy Testing Services, LLC. Lights and Appliance Features 1648-A Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 570 Clothes Dryer CEF 2.32 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: . REM/Rate-Residential Energy Analysis and Rating Software v16.0.3 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: 785 Vanston Rd City: Cutchogue Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-07-16 Outdoors Temp During Test: 80 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating,sy' stern i Primary: Yes ✓❑No a Tyne: FurnaceE]Boiler O Heat PumpQ Other❑ ` � Drat ` Sp illa2e` - Snilla�e CO CO EVenting.Tyne n n -CircleT e ' ascal " orstCase`° atural orstCase atural Rating:92.6 NOP❑OQE❑ N❑�oM❑S_g NSA Pa. Pass 0 Fail❑ PassOFail❑ N/APPM NSA PPM Yes ❑✓ Tie: Standard Tank01ndirect Tankless ❑ See; 0.0 Style Common Vent Water Heater - Primary: No Instantaneous ✓❑Commercial (See Note 5below) (Gallons) 4 Stand Alone ✓❑ s,., z `," Venting Type 3 Drat Sin llage - Snilla9-(Natura1)'1' CO CO E lien °'Fuel,Tdpe Carcle T' a ascal ( yp) (P )_ (Worse Case)° (GPor'se Case)___-(Natural) n:0.95 NEIPE]O aE_o N❑M❑S❑✓ /A Pa. Pass LDFail❑ PassE]Fail❑ N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 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 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: ��r Date: 2020-07-16 Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 785 Vanston Rd City: Cutehogue Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)#2 of 2 Location of this CAZ: AttIC (Use additional forms if more than one CAZ or tf home has multiple heating systems or water heaters) Date of Test: 2020-07-16 Outdoors Temp During Test: 80 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: Herding System Primary: Yes Z No❑ Tie: Furnace❑Boiler Z Heat Pumper Other❑ f� c,r, z Tyne 3, Draft, S zn IIaQe Sin IIaQe COM E cien Fuel.Tvne Ventim Circle:T e ascal ors--ase aiural. orsi Case' atural Ratin:1:92•0 NOP❑O❑E❑ NQNOMpSE N/A Pa. Pass 21Fail❑_ PasSOFaiI❑ N/APPM N/A Ppm Yes ❑✓ Tie: Standard Tank❑Indirect Tankless ❑ Size: 0 0 Style Common Vent❑ Water.Heater Primary: 4 No Il Instantaneous ✓❑Commercial (See Note 5 below) (Gallons) Stand Alone ❑✓ yentins;`Type 3: Drii t S�iy IIaQe- S iin laee(Natural); CO CO E cien Fuel Typae (Circle Type)'. (Pascal) ' (WorWQ� se) (Worse Case),' (Natural) EF:0.95 N_❑✓ P❑O❑ED N❑M❑S❑✓ /A Pa. Pass❑✓ Fail❑ I Pass✓❑Fail❑ 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) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2020-07-16 FIELD INSPE&ION REPORT -DATE COMMENTS 3 WMAW FOUNDATION (IST) H -------------------------------------- • C FOUNDATION (2ND) J(5 O H ROUGH FRAMING& PLUMBING H Q 1 INSULATION PER N. Y. STATE ENERGY CODE FINAL N2 AW �r i ADDITI)NAL COMME TS `PC -7-11- 0 a l0-(�- �- ® wv 4140 de .L -i2b nm Y �- cc C) z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Ooard of Health SOUTHOLD,NY 11971 3/4 sets of Building Plans TEL: (631) 765-1802 mining Board approval FAX: (631) 765-9502 Ourvey Southoldtownny.gov PERMIT NO. —Eheck (�S ptic Form -N-Y.S.D.E.C. -TTmtees Application - od Permit Examined 3 ML&, :; ';;;,Single&Separate 9 ,ZOrZ® amiss Identification Form Trm-Water Assessment Form Contact: Approved lb-3 20 6�b - .G - Mail to: �L r Disapproved a/c `y . �ODO -71 J&MV-3 F1 Iq Phone: -G-t(0 70 2 5 Expiration ,20 ]4 Buil mg nspector APPLICATION FOR BUILDING PERMIT DateJ0,fto-Vil9 , 20 W INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and re_ulations, and to admit authorized inspectors on premises and in building for necessary inspections. l (Signature of applicant or name, if a corporation) ?—Anx 63 7 s kAx_�A M� 111 f 7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Arch-%If Pea- Name of owner of premises to ul S And Cath era p. M C'SS1f)0,- . (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: 719)5 qansm Road Nassau % in- - House Number Street Hamlet County Tax Map No. 1000 Section 104 Block 2-- Lot 2-. Co Subdivision Filed Map No. &Md /U }Lot A 1 64 203 4 ZUy maz uct. Pok - 2. State existing use and occupancy of pre ises and intended use and occupancy of proposed construction: a. Existing use and occupancy L�.. - b. Intended use and occupancyQ�j 1�U i I6 I Inn Z sior i h 1'.'YY1 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this ap Ii ti 5. If dwelling, number of dwelling units Number'-df dwelling units on each floor OY If garage, number of cars 2. =.fig �(oh suond fluot1• 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories it i Il 8. Dimensions of entire new construction: Front y Rear (eDepth Height •51q--) + lot) Number of Stories 12 9. Size of lot: Front Is r7,U 3 Rear j(n rj , D 0 Depth `Z 00 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO .1/ 13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises? YES NO V 14. Names of Owner of premises 0..• Address Phone No. -'N M "(DG\\ Name of Architect C�1 V P 10 i11 Q`_ Address I : L l ori Phone NoN ilta `3- Name of Contractor Address Is Y BKS q 1 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,Sk '&Me-5 M"5 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the „ ; (Contracto( gent orporate 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 th ication filed therewith. Swor o befor me this y of / 20 20 Notary PublV Signature o Applicant LYNDA M.RUDDER Notary Public,state of New York `v No 01RU6020932 Qualified in Se�folk MarchCOU S,t2gm�, commission Exp Sc��tt--A. Russell ��°J� k STOWWWA' IER SUPERVISOR U MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 � 53095 Main Road-SOUTHOLD,NEW YORK 11971 �,� Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF 7C]<I[]E FOLLOWING: Yes (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ +' B. Excavation or filling involving more than 200 cubic yards of material . within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [:][D/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[vj�E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. hstal-lation 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 JL4 I?_ 12.031 6 q tprmi Section Block Lot 1 OR Bllll_DIM.. I)I PARTNIENT t.SE ONL`i Contact Information 02 J5 1 1 0 n (\�\ Telephone Nuinlxrl _4 y� �t ii .,� ,�^ � Reviewed By: 1/'\I ,rtVlIV.IVI/Td1Y"A. G Date- Property ate Pro ert Address / Location of Construction Work: _ _ _ _ _ _ _ _ _ — �� �� r ❑ Approved for processing B Permit. Stormwater Management Control Plan Not Required. kick% Cit) --�®tQ\± „ �1y ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT S.C.T.M. #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — '3 Ir 10y 2- Z I Stormwater Management Control Plan CHECK LIST NAME - - ' Section Block Lot v z S M C P -Plan Requirements Provide ONE copy of the Building Permit Apphcation. P-11 P-1 Date. ° * The applicant must provide a Complete Explanation and/or Reason for not provAding is �5(o L 2020 of d all Information that has been Required by the following Checklist] 3 Td� „c Numbcr f ` I. A Site Plan drawn to scale Not Less that 60' to the Inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items. If you need additional room for explanations, Please Provide additional Paper a Location & Description of Property Boundaries 0 b. Total Site Acreage. 00 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 0 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, ZO� driveways, sidewalks, drainage improvements & utilities. h Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge rung. 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). 0� M. Location of all proposed erosion&sediment control measures. s 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 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. Leach ing Structures (e g infiltration basins,swales,etc.) I'()I( 1•,NIUItiEIL•:131NG I)ET'AR`I'1'4•IEN`I- USE ONLY `*'�': - - - -� - - - --- - -- - - -. . Additional Information is Required. Reviewed & ®' Stormwater Management Control Plan is Not Complete. Approved By. — — — — — — — — — — — — — — — — — — — — — — — - 0 Stormwater Management Control Plan is Complete. Date- i SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 Town Hall Annex ��. .y Telephone(631)765-1802 54375 Main Road ® Fax(631)765-9502 P. O. Box 1179 C x Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION OND/OR TIMBER CONSTRUCTION Date: ' I ILI 2 0 z 0 e Owner: l oui, and Cay+her Ili, �'y en in)— Location of Property: :1 b Ston R%cl Please take notice that the (check applicable line): / New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) V Floor an of framin (FR) Signature: Name (person submitting this form): OhaflfS 106-CnaS . Capacity(check applicable line): Owner Owner representative TrussReg15 docx Effective 1/1/2015 l c Sr"rc.`y4't9�'}'�'! �pT Y♦y.E *x�� "I'2,,, F*'y3`,j�'���y��t����iR�Ki �'4h a+�Y' ��Rz Y'}#E�•� �f�A,�.ty'f�uty�3�.^�'s.�s� ,�#a tt 5 G' J•� ,;,,i - t" - s ( did • E • -. ��e?yt� Lt >,, t tr3y,a,` 'S� �'Y.+ c rte? {Y. I 4 4. 'f�w t • • • �,a,; - tK '4 •I r • 13 milk t . "y ROOF FRAMING .S I ' E �s MEMORANDUM JAN 23 2020 TO: Amanda FROM: Pat Moore DATE: January 22, 2020 SUBJECT: Single & Separate Messina 1000-104-12-12.01 Dear Amanda: Enclosed the Single and Separate for the Messina Building Permit application. The parcel is lot 203 &204 on Amended Map A,Nassau Point". Pursuant to Former Town Code 100-12 Exceptions, the Single and Separate is from 1997 to date. If you have any questions,please do not hesitate to call me. Pat Advocates Abstract, Inc. 6302 Route 25A,Wading River, NY 11792•Phone No.631-929-6686-Fax No.631-929-3708-E-Mail advocatesabstract@aol.com SEARCH ORDER CONFIRMATION Title Number ADV-10223-S Application Date: 1/14/2020 Due Date: 1/21/2020 RUSH Applicant: Patricia C. Moore, Esq. Phone -(631) 765-4330 51020 Main Road Fax (631) 765-4643 Southold, NY 11971 E-Mail pcmoore@mooreattys.com Sales Rep. Reference: ------------------------------------------------------------------------------------------------------------------------------------------------------ Application: Single & Separate Search ------------------------------------------------------------------------------------------------------------------------------------------------------ Premises: 785 Vanston Road, Cutchogue, NY 11935 Tax ID Dist. 1000 Sec. 104.00 Block 12.00 Lot 012.001 County: Suffolk Town: Southold Parties: Other Services: ------------------------------------------------------------------------------------------------------------------------------------------------------ coQy To copy To copy To Patricia C. Moore, Esq. Betsy Perkins Margaret Rutkowski 51020 Main Road Patricia C. Moore, Esq. Patricia C. Moore, Esq. Southold, NY 11971 Email: betsy@mooreattys.com Email:margaret@mooreattys.com (631)765-4330"FAX(631)765-4643 Email:pcmoore@mooreattys.com Copy To Julia Spanburgh Patricia C. Moore, Esq. Email:juliaspan@mooreattys.com This is to confirm your application for a non-title insurance search as herein set forth. The examination is in progress and the report will be forwarded to you in accordance with your instructions. Please review the above information for accuracy and if you have any questions,do not hesitate to contact this company. We thank you for the opportunity to be of service to you. All rates and charges are subject to change and are due and payable within 30 days of the invoice date. stewart title Rea!parthers.Real possibifitiesTm January 15, 2020 Town of Southold Building Department 54375 NY Route 25 Southold, NY 11971 Re: Advocate's Abstract, Inc. Agent ID 322753 Title No. ADV-10223-S Premises: 785 Vanston Road, Cutchogue, NY 1000-104.00-12.00-012.001 Dear Sir or Madam: Please be advised that as of January 15, 2020,Advocate's Abstract, Inc. is a duly authorized agent of Stewart Title Insurance Company to issue Title Certification under title number ADV-10223-S to Town ofSoutho/d and to omit title exceptions on behalf of Stewart Title Insurance Company. Very,truly yours, Y .idy riguez A sis nt Vice President, Lega Administrator&Associate Underwriter Cc: Advocate's Abstract, Inc. Stewart Title Insurance Company 60 East 42n1 Street,Suite 1260,New York,NY 10165 (212)922-0050 main stewart.com/new-vork ADVOCATES ABSTRACT, INC. Issuing poficie_-s of �stewart title Insurance company Title No. ADV710223-S SINGLE & SEPARATE SEARCH STATE OF NEW YORK) ss.. COUNTY OF SUFFOLK) STEPHEN M. RICHARDSON,being duly sworn, deposes and says: That he is the President of Advocate's Abstract,Inc.,an Agent of Stewart Title Insurance Company, and has had a search made, under his direction, of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000 Section: 104.00 Block: 12.00 Lot: 012.001 That such search includes a chain of title as to the premises and all of the adjoining lots since prior to 2/26/1982 and such�search shows, and he does certify that, according to the names listed herein as shown by the search of the public records, no contiguous property was owned by an owner of property involved since that date. That this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires that said Board will rely upon the truth hereof. This Company's liability is limited to Twenty-Five Thousand and 00/100 ($25,000.00),Dollars for negligence only. No policy of insurance is to be issued hereunder. ADVOCATE'S ABSTRACT, INC., as Agent for Stewart Title Insurance Company BY: 7 Stephen M. Richardson, President Sworn to-before me this 15th day of January, 2020. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01814837291 6302 Route 25A • Wading River, NY 11792 Qualified in Suffolk untM 631-929=6686 • 631-929-3708 fax Commission Expires S �3 Title No. ADV-10223-S SUBJECT PREMISES: 1000-104.00-12.00-012.001 Helen Margaret Kramer Dated: 09/29/1969 to Rec'd: 10/16/1969 Joan Widmayer and Liber: 6641 Page: 261 Elizabeth Widmayer (Premises and more) Joan Widmayer and Dated: 12/13/2002 Elizabeth Widmayer Rec'd: 01/16/2003 to Liber: 12230 Page: 600 John Anselmo and (Subject Premises) Mary Anselmo, ux. John Anselmo and Dated: 05/06/2011 Mary Anselmo, ux. Rec'd: 06/22/2011 to Liber: 12663 Page: 444 Cara L. Anselmo, as Trustee of the Anselmo Family 2010 Irrevocable Trust Cara L. Anselmo, as Trustee of the Anselmo Dated: 06/12/2017 Family 2010 Irrevocable Trust Rec'd: 07/06/2017 to Liber: 12919 Page: 366 Louis Messina and Catherine Messina, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY:—C " STEPHEN M. RICHARDSON Sworn to before me this 15`"day of January, 2020. Page 2 of 8 KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk'Pounty Commission Expires k �—� Title No. ADV-10223-S PREMISES ADJOINING WEST OF SUBJECT PREMISES: 1000-104.00-12.00-012.002 Helen Margaret Kramer Dated: 09/29/1969 to Rec'd: 10/16/1969 Joan Widmayer and Liber: 6641 Page: 261 Elizabeth Widmayer (Premises and more) Joan Widmayer and Dated: 02/26/1982 Elizabeth Widmayer Rec'd: 03/18/1982 to Liber: 9156 Page: 499 James F. Mullahy and Jeanne K. Mullahy, ux. James F. Mullahy and Dated: 05/29/1986 Jeanne K. Mullahy Rec'd: 06/12/1986 to Liber: 10056 Page: 450 Thomas Keller Thomas Keller Dated: 12/18/1997 to Rec'd: 01/05/1998 John E. McDonald and Liber: 11871 Page: 134 Catherine T. McDonald, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 15`h day of January, 2020. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01814837291 Page 3 of 8 Qualified in Suffolk C unty Commission Expires3 Title No. ADV-10223-S PREMISES ADJOINING SOUTH OF SUBJECT PREMISES: 1000-111.00-04.00-028.000 Robert Hansen and Dated: 01/08/1974 Margaret Hansen, ux. Rec'd: 01/14/1974 to Liber: 7568 Page: 371 Robert Hansen Robert Hansen Dated: 07/05/1988 to Rec'd: 08/01/1988 James J. McKillop and Liber: 10657 Page: 211 Eileen M. McKillop James J. McKillop died on 04/1-1/1998 Eileen M. McKillop, as Surviving Tenant by Dated: 11/07/2018 the Entirety Rec'd: 12/04/2018 to Liber: 12990 Page: 596 Sean McKillop, Margaret Sullivan and Colleen Goode (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 15" day of January, 2020. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Page 4 of 8 Qualified in Suffolk Countv Commission Expires \ 0�3 Title No. ADV-10223-S PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-104.00-12.00-018.003 Anna D. Talbott Dated: 11/08/1978 to Rec'd: 11/17/1978 Stanley R. Gould and Liber: 8535 Page: 132 Louise P. Gould, ux. (Premises and more) Stanley R. Gould and Dated: 05/16/1983 Louise P. Gould, ux. Rec'd: 05/19/1983 to Liber: 9360 Page: 545 Stanley R. Gould Stanley R. Gould Dated: 05/03/1984 to Rec'd: 05/10/1984 Char Al Development Liber: 9560 Page: 482 Char Al Development Dated: 11/20/1987 to Rec'd: 11/25/1987 Daniel Harris and Esther Harris, ux., Liber: 10479 Page: 181 as to an undivided one-half interest and Maury S. Harris, as to an undivided one-half interest Daniel Harris and Esther Harris, ux., Dated: 03/19/2003 as to a one-half interest and Rec'd: 04/25/2003 Maury S. Harris, as to a one-half interest Liber: 12248 Page: 77 to Daniel Harris and Maury S. Harris, as tenants in common Continued.....,. ADVOCATE'S ABSTRACT, INC. BY: C STEPHEN M. RICHARDSON Sworn to before me this 15th day of January, 2020, Page 5 of 8 KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk unty Commission Expires �j Title No. ADV-10223-S Continuation 1000-104.00-12.00-018.003 Maury S. Harris, as Executor of the Dated: 11/07/2016 Last Will and Testament of Rec'd: 03/13/2017 Daniel Harris Liber: 12904 Page: 380 to Maury S. Harris (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: Gv STEPHEN M. RICHARDSON Sworn to before me this 15th day of January, 2020. a�. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk County, Commission Expires--73 Page 6 of 8 Title No. ADV-10223-S PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-104.00-12.00-018.005 Anna D. Talbott Dated: 11/08/1978 to Rec'd: 11/17/1978 Stanley R. Gould and Liber: 8535 Page: 132 Louise P. Gould, ux. (Premises and more) Stanley R. Gould and Dated: 05/16/1983 Louise P. Gould, ux. Rec'd: 05/19/1983 to Liber: 9360 Page: 542 Louise P. Gould Louise P. Gould Dated: 05/23/2003 to Rec'd: 06/19/2003 Zizzi Family LLC Liber: 12257 Page: 133 Zizzi Family LLC Dated: 06/29/2004 to Rec'd: 07/30/2004 Ronald H. McGlynn and Liber: 12334 Page: 211 Grace Constance McGlynn (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON r Sworn to before me this 15"day of January, 2020. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk Gounly Commission Expiresi&+Ioa3 Page 7 of 8 Title No. ADV-10223-S PREMISES ADJOINING NORTH OF SUBJECT PREMISES: OLD COVE ROAD Dated: January 15, 2020 ADVOCATE'S ABSTRACT, INC. BY STEPHEN M. RICHARDSON Sworn to before me this 15th day of January, 2020. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C� Commission Ex fresresJ 2c ' �— Page 8 of 8 Bunch, Connie From: Kim Sperling <ksperling@jnsdevelopment.com> Sent: Tuesday, November 17, 2020 10:41 AM To: Bunch, Connie Subject: RE: BP 44618 Hi Connie, Just checking in on this to see if you need anything additional from us. Thank you! � NS P ASB f. N T Kim Sperling JNS Contracting, LLC. 256 Route 25A Wading River, NY 11792 P—(631)929-5500 1 F—(631)929-5501 www.wnsdevelopment.com From: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Sent:Thursday, November 12,2020 3:16 PM To: Kim Sperling<ksperling@jnsdevelopment.com> Subject: RE: BP 44618 Ok he will stop by there tomorrow. From: Kim Sperling [mailto:ksperling@insdevelopment.com] Sent:Thursday, November 12,2020 3:15 PM To: Bunch,Connie<Connie.Bunch@town.southold.ny.us> Subject: RE: BP 44618 Ok that would be great if he could drive past. We don't have anyone in the area right now. Thanks! JNS G r: v 9i L a P U f. N T Kim Sperling I JNS Contracting, LLC. 256 Route 25A'Wading River, NY 11792 P—(631)929-5500 1 F—(631)929-5501 www.insdevelopment.com From: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Sent:Thursday, November 12,2020 3:13 PM 1 To: Kim Sperling<ksperling@insdevelopment.com> Subject: RE: BP 44618 John said he can take a drive by tomorrow to see the front steps unless you have a picture of them now. Connie From: Kim Sperling[mailto:ksperling@insdevelopment.com] Sent:Thursday, November 12,2020 3:07 PM To: Bunch,Connie<Connie.Bunch @town.southold.ny.us> Subject: RE: BP 44618 Thanks! @ JNS O r V P L Q P m F N T r Kim Sperling I JNS Contracting, LLC. 256 Route 25A Wading River, NY 11792 P—(631)929-5500 1 F—(631)929-5501 www.unsdevelopment.com From: Bunch, Connie<Connie.Bunch @town.southold.nv.us> Sent:Thursday, November 12,2020 3:05 PM To: Kim Sperling<ksperling@insdevelopment.com> Subject: RE: BP 44618 Ok I will check the file. Connie From: Kim Sperling [mailto:ksperling@insdevelopment.coml _ Sent:Thursday, November 12,2020 2:51 PM To: Bunch,Connie<Connie.Bunch @town.southold.ny.us> Subject: RE: BP 44618 Hi Connie, I'Just spoke with Nick, he said that the items attached have been addressed. Could you let me know if there is anything else you need or if John needs to go back to inspect? Thank you! k It U r V IG L Q P M r. N T F Kim Sperling I JNS Contracting, LLC. 256 Route 25A Wading River, NY 11792 P—(631)929-5500 1 F—(631) 929-5501 www.insdevelopment.com 2 From: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Sent: Friday,October 23,2020 10:01 AM To: Kim Sperling<ksperling@insdevelopment.com> Subject: BP 44618 Attached is Johns inspection ticket. Actually there are 5 things we need—the Placard VF (#9 on his list). We can accept an email of that. Connie 3 Survey for: " f LOUIS MESSINA & CATHERINE MESSINA SL;FFCd::�,::..,:���, - �.�:viO�HEALbi-lSERVICES APPROVAL OF' uEa-;�:5'7RUCTL-D WORKS FOR N P/o Lots 203 & 204, ASIS E F. V RESIDENCE O "Amended Map A, Nassau Point' Date®CT 0 5 2020 Ii.:•. c rz, tq - P / E ® n 0 Town o f The sewage disposal and water suOy facilities at this location have been , / N Lot 1�4 C Inspected and&certified by Oft Dap mne t or other agencies and foand to Southold be saWacWry FOR A WIMURQ1 BEDROOMS. 0 ® Suflk County, New York o MCraig Knepper, P.E., Chief ® 00 baS.C.T 1000-104.00-12.00-012.001 r� ao D 40 Office Of Wastewater Management OHO I G'tl`rl I I I P cri ® C SCALE:1"=40' M s� r Ca U \ 1r Lot A-73 \ 1m s ZOi&i i �\ 1 JUL. 10, 2020 FINAL SURVEY \ FEB. 26, 2020 FOUNDATION LOCATION CONSTRUCTIONFEB. 06, 2020 STAKE FOR DEC. 110, 2019 S C D H S REQUIREMENTS NOV. 08, 2019 IND PROP STRUCTURES AUG. 01, 2017 INDICATED TOPOGRAPHY DATE: MAY, 22, 2017 OB N0:2017-290 O LOt 2c)3 p (� t 203 [' 9/0 LD CERTIFIED TO: .- LOUIS MESSINA PROP-I-_ 20 Ng 9-o'N96• z2- FEN TANK 22 0_-�- tae CATHERINE MESSINA _r o I &FRAME ?�� WALL wAu- o STOR GE o JUDICIAL TITLE INSURANCE COMPANY Z sToxE _- 2 GARA _ a : o E{OUSE z o'oN, "_49.8'` r -72 _ Ac p 633 N y t 0 IF N 00 H. FO� ^� � -Y /\ y^ ` 305t 126' jg5 �CIZE `•^ V ;. C.y It 4 ONE WALL "'SIDE ACRS �. wnll O STO __� m SLATE S po ic, 1� m`� FOUNTAIN o2W I LP '340'.. pAT10 h ;i4 _54.6'- ,pobW No1 OQ ARFL0 AP/o 204 __ `�EWA pOxDWATERP V i> "; 9'50234 i04 FEN - INALL LANn0 03'N DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 OCT - 6 2020 m p/ TH_ .p0' 1 Lot 17� FOX LAND SURVEYING STOxEppVERS o"w WOOD pj 5 64 SUNSET AVENUE pATID LATTcc �6 --,r ria �'.T•^7 ,_,.a-y FEN W1TN � WESTHAMPTON BEACH, N.Y. 11978 '=' (631) 288-0022 NOTES: y.. _ ," „`R, ..:i '' S7g'36 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 1. AREA = 38,110 S.F. (TO TIE LINE) t 2Q5 IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE o 1 EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING 2. r = MONUMENT FOUND • = PIPE FOUND. THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 3. SUBDIVISION MAP "AMENDED MAP A, NASSAU POINT" PERSIONCERTFICATIOFORNWHOM ATHHE SURVEY HEREONISHPREPAREDALL RUN OANLY TO ND ON THHE IS FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY BEHALF TO THETITLE COMPANY, GOVERNMENTAL AGENCY ON AUG. 16, 1922 AS FILE NO. 156. AND LENDING INSTITUTION LISTED HEREON , AND TO THE - ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS 4. REFERENCE DEEDS; L. 6641 P. 261 & L. 11871 P. 134 OR SUBSEQUENT OWNERS DWG: 2017-290 REScheck Software Version 4.6.4 Compliance Certificate Project MESSINA RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction — Conditioned Floor Area: 3,387 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 785 VANSTON ROAD LOUIS MESSINA Charles Thomas SOUTHOLD, NY NY Charles Thomas R.A. 917 7510811 PO Box 877 Jamesport, NY 11947 631 727 7993 cdthomas63@aol.com Compliance: 6.3%Better Than Code Maximum UA: 458 Your UA: 429 Maximum SHGC 0.40 Your SHGC: 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. 1.11"Factor UA Perimeter 111-value 111-Value Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,077 21.0 0.0 0.044 91 Floor 2: All-Wood J oist/Truss:Over Unconditioned Space 134 38.0 0.0 0.026 3 Wall 1: Wood Frame, 16" o.c. 1,494 19.0 0.0 0.060 75 Window 1•Wood Frame:Double Pane with Low-E 225 0.310 70 SHGC: 0.29 Door 1: Solid 16 0.400 6 Wall 2:Wood Frame, 16" o.c. 1,440 19.0 0.0 0.060 71 Window 2: Wood Frame:Double Pane with Low-E 255 0.310 79 SHGC: 0.19 Ceiling 1: Flat Ceiling or Scissor Truss 1,310 49.0 0.0 0.026 34 Compliance Statement. The proposed building design described here is consistent with the,builidjiWL IKs,specifications, and other calculations submitted with the permit application.The proposed buildin s been desigrl�ed�Srret �n?015 IECC requirements in RESch ck Version 4.6.4 a d to comply with the mandatory requireme s lis ed int ri2� I sp ctia ecklist. 71, a e-Title ignature �' ) �� D Project Title: MESSINA RESIDENCE ;J =: �� ort date: 01/07/20 Data filename: C:\Users\Fred\Documents\REScheck\Messina New Residence.rc � Page 1 of 9 r t REScheck Software Version 4.6.4 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 , Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re JD 103.1, lConstruction drawings and ❑Complies 103.2 !documentation demonstrate ❑Does Not PRl 1 :energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. 103.1, 'Construction drawingsI ., �. �y=., 1❑Complies and 103.2, :documentation demonstrate . ' '� ❑Does Not 403.7 !energy code compliance for <� [PR3]1 !lighting and mechanical systems. a �• '__ �, r•`�, '❑Not Observable ; Q) Systems serving multiple ;, .,=❑Not Applicable dwelling units must demonstrate . compliance with the IECC x - -• - � �� ,_ � , , . • 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 [PR2]2 .!on loads calculated per ACCA Coolin( ;Manual J or other methods ; Btu/hr Btu/hrg ❑Not Observable }approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MESSINA RESIDENCE Report date: 01/07/20 Data filename: C:\Users\Fred\Documents\REScheck\Messina New Residence.rck Page 2 of 9 -s�n # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ` jA protective covering is installed to ;❑Complies [FO11]2 i protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below ❑ Igrade. Not Observable; ❑Not Applicable 403.9, 'Snow-and ice-melting system controls;❑Complies [FO12]? Iinstalled. :❑Does Not Y, I ;❑Not Observable; 1 :❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact (Tier 1) 1,2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MESSINA RESIDENCE Report date: 01/07/20 Data filename: C:\Users\Fred\Documents\REScheck\Messina New Residence.rck Page 3 of 9 Section, #, Frarriin �'Rou .F�-In-.Ins ecticin 'aP.Oans,VeFified, �ield«Vered ��/' 9 ' l?. Value - ;,Complies? CofrirfiieiitSlAssuovoptionse 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 ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, f average). 3 i ❑Does Not ;table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ; 4❑Not Applicable [FR2]1 V , 303.1.3 }U-factors of fenestration products ° ' �="�� `� �„ °`°°' r.�„y” wx�'°�� ❑Complies [FR4]1 ;are determined in accordancer _' _ nn❑Does Not ;with the NFRC test procedure or x" 9..#„�."�xa�t „ !taken from the default table. , `` �,q »;:�. �” ° " `,, ❑Not Observable , _ fl__ sx,w ._ - ,,p As""°,d,e'Hl, ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier . �� r,,,„ ��liTM ��❑Complies ; [FR23]1 ;installed per manufacturer's " ❑Does Not ,Instructions. '`=:-"`rad; ' °tPR'.°:�,. ,, :�`+-"''r, ". .,,`;;.600 ❑Not Observable ; "a, ,,' N,irxr,,,n"❑Not Applicable 402.4.3 'Fenestration that is not site built �'"�.� p, ❑Com lies , [FR20]1meeting is listed and labeled as a ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 . + °�>,�„;��;,;;"'�":,���a=„�. ,_ 'roe• ❑Not Observable or has infiltration rates per NFRC ` ; ;400 that do not exceed code _"-�e. ��"� ,�� � ��°("br��� 'n"�� ' ' ❑Not Applicable limits. 'I�i�l�iiNjr'i6�p;i,i'�9i��d''li "'s:, #a'_ t al 402.4'.5. =;IC-rated recessed lighting fixtures' ,;e ;''��� °„; h�"y,,�',�`�; _-''❑Complies FR16 1i �a ',¢„ti,iu„�P!!f�;uiji1 !ILu,lnii! i6' ° ^ti _`�3 ` [ ] ,sealed at housing/interior finish ''',y"'^��, y'�. _ _ ❑Does Not and labeled to indicate <_2.0 cfm h s�,, ,,�,�.�;x�;i', 9;, _"'`r'� �=,-_', = s `; ] '�� ❑Not Observable leakage at75Pa. ❑Not Applicable 403.2.1 ;,Supply and return ducts in attics ; i' i ,^ ❑Complies [FR12]1 {insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and ❑Not Observable R-6 where < 3 inches.Supply and; ;return ducts in other portions of '"]❑Not Applicable .the building insulated >= R-6 for �.�„� _�-�� ��§� „��e�<,���•° „°°�_ diameter>= 3 inches and R-4.2 `` = r`i- '° a l"' "' '" I A ��, _� ��, ��,�,yrs „'��,°, ,� for< 3 inches in diameter. 403.3.3:5,„;Building cavities are not used as tt - "��"`; s'_ ��a�n,�, .'i_,;,i"m,'," l❑Complies [FR15]3x !ducts or plenums. �_`G �❑Does Not ❑Not Observable ^ ❑Not Applicable ! 403.4 HVAC piping conveying fluids R- R- ,❑Complies [FR17]2.�„ !above 105 °F or chilled fluids ; ;❑Does Not N j below 55 °F are insulated to >_R- ;�J�'^_ ^a ❑ �3 ; Not Observable ; ! 1❑Not Applicable 403.4.1 iProtection of insulation on HVAC � _ _s ❑Complies [FR24 piping. 4❑Does I Not � ,aA;❑Not Observable i IG�a:,%�iail�i".'!,&Syi'Nt"rx'r�"ioi,�r�;'�i lii!I'iu h,.�ai�" _°zr-�'•x-�'�.1�;`���`�.; "s. ❑Not Applicable 403.53 `-;Hot water pipes are insulated to R- R- ;❑Complies >_R-3. ; ❑Does Not , , ❑Not Observable ; !❑Not Applicable 403:6 ,i -;- €=as�,'xisxii'r�ad,-g��,�,.� i ` ,Automatic or gravity dampers are = ❑Complies _" "icy = ^s ; d" "°z d,vd,"p,;;ry',,9 ,'o'i'"R pp .[FR19]� installed on all outdoor air �°��,=_�,« _=�>>_ -, ,"� � �^� ��❑Does Not , � „„,�x.>�„r.tx,„.r„,_,,r„,x,.x,,,�,u�,x��,'���j” intakes and exhausts. •� - �,d! �a.��i;;;,,,�,'�a'i.,i'�,�F'�q;uP❑Not Observable ; ,„`.,;,, ❑Not Applicable ��,r' A�;��,' 1 High Impact(Tier 1) ;2,,, Medium Impact(Tier 2) 3-1 Low Impact(Tier 3) Project Title: MESSINA RESIDENCE Report date: 01/07/20 Data filename: C:\Users\Fred\Documents\REScheck\Messina New Residence.rck Page 4 of 9 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3, 1 Low Impact(Tier 3) Project Title: MESSINA RESIDENCE Report date: 01/07/20 Data filename: C:\Users\Fred\Documents\REScheck\Messina New Residence.rck Page 5 of 9 -Secti6n, Plan`s Verified" ' Field,Verified°°_" `` # Insulation lnspection Value Value Compl'ie's? Comments/Assumptions & Req.ID 303.1 jAll installed insulation is labeled .2;x:,. :..,_,. :❑Complies [IN13]2 i or the installed R-values r ❑Does Not :provided. a ❑Not Observable ` r. u ❑Not Applicable 402.1.11 'Floor Insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood E❑Does Not ;table for values. [IN1]1 ;❑ Steel ❑ Steel ❑ , Not Observable , 1,0t i❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ; 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 yin substantial contact with the fi• : j ;underside of the subfloor, or floor ; , e °.,,❑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 - 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 [IN3]1 !exterior,the exterior insulation :❑ Mass ❑ Mass ❑Not Observable 110) ;requirement applies (FR10). :E] Steel E] Steel ❑Not Applicable 303.2 :Wall insulation is installed per El Complies [IN4]1 !manufacturer's instructions. ❑Does Not ;❑Not Observable $. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MESSINA RESIDENCE Report date: 01/07/20 Data filename: C:\Users\Fred\Documents\REScheck\Messina New Residence.rck Page 6 of 9 „Section =: plans Ve'rifieii Field Ve'rifiedo- ' Final InspectionProvisions,� complies? -Comments/Assumptions & R`eq.ID Value Value 402.1.1, jCeiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ❑ Wood ;❑ Wood ❑Does Not j table for values 402.2.2, I 1❑ Steel ❑ Steel 402.2.6 ❑Not Observable , � I [FI1]1 ; ;❑Not Applicable I I I i I 1 F i y I{k f 303.1.1.1, ,Ceiling insulation installed per c i tlComplies 303.2 ;manufacturer's instructions. El Does Not [FI2]1 !Blown insulation marked every ` ❑Not Observable 300 ftp. .,y aid: t a �3r, � � 1, ',,', , ❑Not Applicable 402.2.3 'Vented attics with air permeable % `J❑Complies ; t, [FI22]2 insulation include baffle adjacent �” t,,° ;�,�� ❑Does Not J­ to soffit and eave vents that ❑Not Observable . i _ � , a yr.x I extends over insulation. ��'.��=�«��= eys��t °°`� I ❑Not Applicable I I 402.2.4 jAttic access hatch and door R- R- ;❑Complies [FI3]1 :insulation >_R-value of the ❑Does Not !adjacent assembly. ;❑Not Observable ; T❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = j❑Complies [FI17]1 ;ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable 402:4:2' ;Wood-burning fireplaces have °�` ��''� � i1 "�`:`s.�"�����'"` '"" `� ❑Complies ; 8]2 {tight fitting flue dampers and ` ❑ -' �'�� Does Not [FI outdoor air for combustion. �. ❑Not Observable �.y;,, ��❑ ��.� 31 �r ���°: ' Not Applicable ,ao�•,a, ti•f� ,t. 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 I❑Does Not 1<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in E❑Not Observable ;tests,verification may need to ;❑Not Applicable occur during Framing Inspection. f 403.3.2 jDucts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [FI27]1 (determine air leakage with ft2 ft, ❑Does Not either: Rough-in test:Total ❑Not Observable ;leakage measured with a ; pressure differential of 0.1 inch ; :❑Not Applicable jw.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 jAir handler leakage designated '�"''` �_ r-f" t`b;�":;"��'"i�•��� �' ❑Complies [FI24]1 ;by manufacturer at<=2%of "' ]❑Does Not :. !design air flow. ❑Not Observable r � - � % ° t_Ve, ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [F[9]2 i installed for control of primary ]❑Does Not heating and cooling systems and fi initially set by manufacturer to � � '��:1, � '� � "�' _ � ❑Not Observable ��sw xi{dtza^ ,'E, M�, ` ""}"fix,'` '"_w� a r code specifications.; �� = =ti []Not Applicable 403.1.2 {Heat pump thermostat installed ,., ❑Complies ; [FI10]? Ion heat pumps. .... , :Iua,j❑Does Not ❑Not Observable ❑Not Applicable I 1 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: MESSINA RESIDENCE Report date: 01/07/20 Data filename: C:\Users\Fred\Documents\REScheck\Messina New Residence.rck Page 7 of 9 Section pians Verified, Field Verified " ,&,Req.ID 403.5.1 j Circulating service hot water - >❑Complies ' '[FI11]2 systems have automatic or ,�.'" ❑Does Not I accessible manual controls. ' u ,❑Not Observable ; �i❑Not Applicable 403.6.L','!All mechanical ventilation system 1 °� = :,' " a�;, ,�r- ❑Complies [F125]2 fans not part of tested and listed = x" ❑Does Not HVAC equipment meet efficacy land air flow limits. ' " ;E ` .a , •_,'),pNot Observable i iE❑Not Applicable 403.2 '°'"° ;Hot water boilers supplying heat ❑Complies , [F126]2 !through one-or two-pipe heating .r"_. ❑Does Not !systems have outdoor setback 'control to lower boiler water ` ❑Not Observable ,i`. }''£❑Not Applicable licable temperature based on outdoor , ,� � � " temperature. `' 403.5.1.1' 1 Heated water circulation systems ❑Complies [F128]2 )have a circulation pump.The _ ❑Does Not ! ;system return pipe is a dedicated ' ""' return pipe or a cold water supply ❑Not Observable ., 1pipe.Gravity and thermos- ��"�' ��� v�,°�3, _ � ����, "°❑Not Applicable syphon circulation systems are :not present. Controls for "4 � circulating hot water system e ; !pumps start the pump with signals, ,_' " Ifor hot water demand within the occupancy. Controls : automatically turn off the pump !when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5"L2°:Electric heat trace systems = ❑Complies ; [FI29]2 ;comply with IEEE 515.1 or UL _ , .�f'f -x x �❑Does Not 1515. Controls automatically !adjust the energy input to the ❑Not Observable ❑Not Applicable heat tracing to maintain the �`- _��'�"`� "''������'�°�' a '�'`�-�-" °n'� PP �m desired water temperature in the piping 403.5.2 Water distribution systems that „' ;,, .11Complies [FI30]s_ have recirculation pumps that ❑Does Not ;pump water from a heated water — I pipe back to the heated ❑Not Observable supply o suprce through a cold Applicable ❑Not A licable supply i Water SU I pipe have a t 1 demand recirculation water a stem. Pumps have controls 0,!s Y p p°d ,that manage operation of the I pump and limit the temperature !of the water entering the cold (water piping to 1049F. 403.5.4 'Drain water heat recovery units = ❑Complies [F[31]2 Etested in accordance with CSA ❑Does Not 1 B55.1. Potable water-side ` ❑Not Observable ! !pressure loss of drain water heat i recovery units < 3 psi for �_ _ = ,Ed °s< ,sn�x {{❑Not Applicable ! to one ;individual units connected " �,i ! ar, ;or two showers. Potable water- side pressure loss of drain water a heat recovery units < 2 psi for individual units connected to !three or more showers. i ElCom lies [F016]1 75%of fixtures lomps 75%npermanent p of perm vent c.":. ,v "yn n❑DoesNot ,fixtures have high efficacy lamps. ,.G, ❑Not Observable Does not apply to low-voltage " li htin ❑Not Applicable : 9 g• 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: MESSINA RESIDENCE Report date: 01/07/20 Data filename: C:\Users\Fred\Documents\REScheck\Messina New Residence.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 (Fuel gas lighting systems have JE]Complies [FI2313 !no continuous pilot light. ❑Does Not J❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. 9❑Complies [F17] i ❑Does Not ❑Not Observable I y❑Not Applicable 303.3 !Manufacturer manuals for ❑Complies ; [FI18]3 ;mechanical and water heating ❑Does Not lsystems have been provided. ❑Not Observable j ❑Not Applicable Additional Comments/Assumptions: ---------- 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: MESSINA RESIDENCE Report date: 01/07/20 Data filename: C:\Users\Fred\Documents\REScheck\Messina New Residence.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating . Window 0.31 0.19 Door 0.40 Heating&CbOling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments STEEL OR WOOD EXTRA STRENGTH FILTER FABRIC POST (TYP.) REO'D. WITHOUT WIRE MESH SUPPORT SURVEY INFO TAKEN FROM 10' MAX. O.C. SPACING 7 ,' W/ WIRE SUPPORT FENCE 6' MAX. O.C. SPACING SURVEY BY FOX LAND SURVEYING JAPE 2 1 2020 W/O WIRE SUPPORT FENCE ,:- = — DATED DECEMBER 10, 2019 fp` FLOW :. > //�j��•�J_� ^ 4 , ••� v� /\ -gyp Y � � -- . `� .•�. :rte" i•:+r•.•: ' 'V.;�.f F h i dF'i ARCHITECT TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES: _ TOTUPSTREAM RSIDE ROF POST REGRADING � REGRADING & VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS� TEMPORARY STOCKPILE STABILIZATION SHALL BE DRY AND STABLE. MEASURES INCLUDE SILT FENCE DETAILVEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. REVISIONS D E S C R I P T 10 N S — . **o 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED AND REQUIRED PERIOD OF USE. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF—SITE TRANSPORT. SLOPE OR LESS �� STABILIZE ENTIRE PILE 1 STEEL IOR WOOD(MAX.)GH POLE POS \ �P 26 5 WITH VEGETATION OR COVER �I FLOW -74 4" X 6" TRENCH �Q \,O� � W/ COMPACTED BACKFILL P a TRENCF.F DETAIL O O�,G 0 O , � 1 O STRAW BALES OR SILT FENCE Oy�4. x J�� ::t:. LSC Wp,TER� SOIL STOCKPILE Jam - CDW P05, / P\ .:. .....1.•...... c RSP 1 � 1 50' MIN. ui Q KOLE •... .0 !k OR TO BE SUFFICIENT TO 1 .. 0 KEEP SEDIMENT ON SITE L:: -'' R ............................ SILT FENCING Q ,..• �1M1.r OF ROD-Np > HAY BALES AND/OR ........ • 1 ........................ .................. :.� ORppIN ....B'A CES° a O 1 YVR �o0 1 00 ,31• � , �............................. 32,p 1 �A/ 73ui 1....................... AR 1::......:: O W �� N '� ti: :.:........ 0 1 - - - - - - - / " •.... 0 0 / ........ e x AD' oEE ..............�.. S lr f� ���� / � V / 2 DR 1. / OPEN :.:.....• .......:::. / •/ 1•:•••::.:....... W ..........� ' 1 .......................... / ....................... z �.......... SILT FENCING / R . �PVp. •..... �•- Ace p coo N p AY BALES AND 0 �5� 53 G N/ / a PLAN VIEW l 1„ g0 v J " 4 p EP � ..... .. ......... .... pRY ALL 1 �\ 2_03 0............ . ' D .........OPOSED t k..RE .............. ............. .....1r+ __O1 .:.:.:....... pRv � ��.....• PER��pU _4�{,. ;. 9 / 0 ��� pR,�Ew AY _ � ROAD EXISTING GRAD PRO .... �� _........ ................................/O POR ' � R •• HAY BALES AND/OR_—� _� I p .................. ....Q-8•..... SILT FENCING ............ ..... 1 T— _ 1 �.4 E CONSTRUCTIONALTD4"N STONE BLEND BASE OF _ I POSED "' ORMN.Y.S. D.O.T. APPROVED R.C.A. _--' , .................... PROP .� .............,.......... U� U� _ _ I _ R ............. 1 ALLOW FOR DRAINAGE STOR.'VSE I O FILL TO 18" MIN. ABOVE EXISTING —— .. ... •. 2... GRADE TO w��... "••••••• pEEP ME HO , ;' CROSS SECTION ONE W A�� .................... ' °.o' (2)8 0,A8! FRA G p,R AGE .......... ROP OSED cn Z 1 wE�� ; s� 50 ...>�P........................ & _aa.o� I� p ROP ANE 0 L FE P AFF— S �............._ _ _ 1 p "............................ ....gEDR..................................... 1► A � —+ TEMPORARY CONSTRUCTION ENTRANCE Z c t� OOM �- ;"- _r_-- NI � g j NN TER (NOT TO SCALE) O — _ O o -- - _ o -, pWELL�NG _ P SERs �p ::.:..................................................... ......... . PROP' :;` Dw ;' _ STORMWATER DRAINAGE TH P A A�� GAS RpP::' RGN O m STONE W AA N WNSIDE 0.2 w 52 1500 P _ _ gplAXb ° HOUSE = 3329 S.F. DECK DRY�-LL ' z & FODNT _ 3,329 S.F. ft. X 0.167 X 1 .0 = 555.9 C.F. 2 04 --` — I 555.9 C.F. 42.24 = 14 V.F. PROVIDED O �' PROVIDE 2 8t�'X 4' DEEP DRYWELLS AND ( ) ONE WAL�TERFAkA °6w �� PROPOSED PROVIDE (1 ) 8 'X 6' DEEP DRYWELLS POND & WP (� '� POOL _ PROVIDE (1 ) 8 'X 6' DEEP DRYWELLS 4 �' _ o OPEN Charles M . Thomas z I _--'- �E4'E � PROPOSED 8' DIA X 10' DEEP DRYWELL WITH D =44 GRATE FOR F LO � EL R DRIV_WAY ARE SHOWN THUS: � o.s'w FOR` II f : :' Poo a r c h i t e c t 1 1 7 1 PO BOX 877 JAMESPORT, NY 11947 (631) 127-7993 .0� � Off- � R E W A�� W FEN ENCS A 6 5 LSC W ATE ST� p AVERS o.�w WOOD F [BICE _ pUg TYPICAL STORMWATER UNIT PROJECT P A TEN WITH `A �pWELL�NG (TOPS T B(NOT TO SCALE)BEARING) SI{ED O g�N 11 TEST HOLE DATA CAST [RONINLET FRAME do COVER FLOCKHART #63518 TYPE 6840) SEPT. 19 2019 FRAME °5'w 61 , MCDONALD GEOSCIENCE FINISHED GRADE OR 8" THICK REINFORCED CANC. COVER S� 80 2 0 1 EL=29.0 0.0 3. TRAFFIC BEARING SLAB +'_O- lJ max.) BROWN __ .. EL—_504-9 SILTY SAND SM PIPE FROM ROOF GUTTERS 20 5 4.0 8.�. �O t w ATER� CRUSHED 3/4- - 1-1/2- STONE STORM WATER P�gL�p 1 ALL AROUND PROTECTION SITE PLAN �pWELL�NG RINGS io REINFORCEIDGPRECAST CONC. 3'-0- 4000 PSI O 28 DAYS 3'-0' PALE BROWN SP (min.) 4- (min.) FINE SAND DATE: 12/17/19 PROJECT No. c c DRAWING BY. C4 E CHK BY. P S I T E P L A N GROUND WATER DWG No. NO WATER 17.0 W-FO-6-11400 1 SCALE: 1"=20' 1 1-0 F 1 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 1 1 I REVISION: WOOD FRAMEI U N DECK TO MASONRY 60'-4" PATIOAPR 16'-0" 18'-0" 2'-31" 45-6j" - 8'-0" 8'-0" 9'-0" 9'-0" 12'-6" 11 35'-8.. � . ARCHITECT —+ (3) 2X10 ACQ GIRDER LITJ L, — J LTJ L J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REVISIONS D E S C R I P T 1 0 N 12"0 SONO TUBE ON — — — _ _ _ _ _ _ 1 I I 24"x24"x12" FOOTINGS ( -1 12/3/20 WOOD DECK TO BLUESTONE PATIO MIN 36" BELOW GRADE - — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - F-: (MUST BE VIRGIN SOIL) i I 8" P.C. FOUNDATION WALL II I I Ocn N 8"x16 P.C. FOOTING d d W/ 2) #5 BARS CONTINUOUS cyo 0 p 0 CCDCCN o- PORCH UNEXCAVATED Xe I I o = 4" POURED CONCRETE SLAB N a OVER 6" MIL. POLYETHLENE10._48. 11 I 1 N — — I I I VAPORCOMPABARRIER ED PORWLLOUS FELL I I GRADE LEVEL ( I I I I PATIO ABOVE I - - - - - - - -- - - - - - X.12-C_Q_ E GER-BD - - - - - - - - - - - - - - - - - - - - - - -� 1 F _ I I 4" POURED CONCRETE SLAB I � LF I 1 OVER 6" MIL. POLYETHLENE I 001 I I VAPOR BARRIER ON WELL L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I I - - - - COMPACTED POROUS FILL / N �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I L 1 - - - - - - - - - - - - - - - - - - - - - - UNDATION WALL NOTE: ENTIRE CEILING SHALL ARS TOP & BOTTOM BE SHEET ROCKED WITH 1/2" 1 I I m P.C. FOOTING TYP 'X' PER IRC 2015 1 L 1 1 -,1 � 1 ARS CONTINUOUS — �n 01 r 1 P.C. FOUNDATION WALL I 0 1 0 I 0 NOTE: ENTIRE CEILING SHALL °O "�I X of BE SHEET ROCKED WITH 1/2" /(2) #5 BARS TOP & BOTTOM 1 REVISION: WOOD FRAME I I �Lo N ,) #5 P.C. FOOTING 1 TYP 'X' PER IRC 2015 ^ I M L z /(2) #5 BARS CONTINUOUS 1 L — — — — — — _ _ _ _ _ _ DEi�K AS PROPOSED 1 I o l UNFINISHED ED _ (NOT USED) FROMABO "' i UPOCK — — — — — — — — — L BE Y ET I 9'-0" CLG HT o I 100 IM ®0 4" POURED CONCRETE SLAB i LnI L N I PROVIDE 5/8" TYPE "X" GYP. BD. ON F OVER 6" MIL. POLYETHLENE 1` 3 uj CEILING ABOVE FURNACE FOR AT -i VAPOR BARRIER ON WELLF t 1 LEAST 3'-0" ON ALL IDES AS PER _ �cn COMPACTED POROUS FILL N W � '10" I IRC 2015. C?DE o z I ,01 ;°M 3 1/2" STANDARD STEEL PIPE _ ;I DIRECT VENT GAS URNER I / L of I x w 1 I = W VENT PER CODE Of COLUMN ON A I 30"X30"X15"DEEP POURED QI �.� o 0 ^SMOKE =a CONCRETE FOOTING. (TYP) �0 \ol wcucv 1 I. O DETECTOR I = M M U( I --O c I I O, O I W c w 8'-10" 9 7-3 6-0 10-7 0 12'-0" -I--e-31 34 X 11 7/4" o f o v I �I -GIRDrRI 1 "x8" AC JST. I 1 I I4 016" 0.C. 1 L — J L L — J L — JI L J I r 3'-8" -j W w LO I I 0W Z n I — J F- - - - - - ,0-2" — � - -1 f FF-- -1 j L I _ _ -1 3/4'9 X 11 7/13", _ 0 r 7c L -iMICROLAM GIRDEf�L —J L2 —J _ ( 1 I F F'10111 0. loll 0 In 00 cn 00 I'll 7) —j 0 1 = I 11 4' TJI 360 JOISTS 0 16 OC. -w Of LO 0 I I '`> Q v / 1 1 1 vj 1 �N I L — — — — — — — — — — R-21 INSULATION in 0 10 O ST 1 I LO I ll I - Int � x00ZzL — — ,n m z I r 4' I ) JOISTS ® 16" OC\�l°' 1 _ �21 INSULATION 3,_8" 1 I� I D ( -I I _ 10 5'-2" - - - - - - - - - - � I 12'-2" LTJ 7'-3" J 13'-0)' 1 V1 o : 1 W 1 F l I F 0 2 I I �m� I j I - /4„ X 11 Z " _ x� "0 00 Z<o UNEXCAVATED 1 I MICROLAM GIRDERmi UP \a1 w K)0-1 I 3 Q 1 O~DETECTOR L J M 01 4' POURED CONCRETE SLAB 1 CARBON ,AMD v °' I k. I Z``'0 OVER 6" MIL. POLYETHLENE 1 I ©- MONOXIDE j Lm =O 1 DETECTOR I o z VAPOR BARRIER ON WELL L J COMPACTED POROUS FILL I 1 111 4" TJI 360 JOISTS ® 16" OC. I 1 l 0 0 I R-21 INSULATION 0' I ' o CONCRETE 3500 PSI ( 10 — — — 1 o I o LL--01 I ( F A oll I z 1 1 10„ - UNEXCAVATED I - 04 7, L2 - - - - - - F , L - - - - - - � rn I4" POURED CONCRETE SLAB I o I I I 1F OVER 6" MIL. POLYETHLENE 0 I - - - - - - - - - -� VAPOR BARRIER ON WELL L - - - - - - - - - 1 ( � z I I 0, COMPACTED POROUS FILL 1 ZQ010 Charles M Thomas o N o� I 8" P.C. FOUNDATION WALL 1 I I l <,-- m v, 1 I ON 8"x16" P.C. FOOTING 1 o ui 0�Z W 0 0 1 I W/(2) #5 BARS CONTINUOUS ( 10 a r C hI t e C t 1 I �oz I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I PO BOX 871 JAMESPORT, NY 11947 (631) 727-7993 to 0 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT I r lI I 1 — — — — — — — — — — — — — — — — — J 1I_ 1r I 2'-2.. 0 — — -� — — — — — — — — — — — — — — — — — — — - -- 21 1-91, 21'-9" 1'-8" 8'-8" 2'-2" 10'-1" 2'-2" 8'-8" 57'-4" FOUNDATION PLAN W N P FOUNDATION PLAN t , `~. ;� '~.` ` DATE: 8/12/19 it PROJECT No. 1 SCALE: 1/4" = 1'-0" I,L� - 9 f DNG 8Y. MC HK B DWG No. ._. . ,' • .._, ._r a- 003-00 3 OF 8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. W N y 60'-4" 47'-10" 12'-6" -r=- 2'-3 5'-0 ARCHITECT 13'-3" 17'-8" 9'-7" 6'-0" 6'-6" REVISION: WOOD FRAME DECK TO MASONRY REVISIONS D E S C R I P T 1 0 N PATIO 12/3/20 WOOD DECK TO BLUESTONE PATIO DN. 3-11 7 8" ML I I II c BLUE STONE SCR EN I TI °N' ' I N 0PO CH O BLUESTO E OVER SLAB " N I I N o .- BLUESTON OVER SLAB GRADE LEVEL N ® I ^ BLUE STONE 17'-0" 1E'-8" P BLUESTONI OVER SLAB 3456 3456 �1N INE OF WALL ABOVE _ 3-9 1/2" ML HDR — — — — — — I 3456// FWG 60611 3456 30510 FWG 6080 30510 N 3-11 7/8" ML HDR 2-11 7 8" ML c TWO S ORY REAR WALL / c 1 2"X8" FULL HT STUDS AKN Q 16" OC N I ( 18'-2" I 00 1 e J c N (o O O O I — i2 ^ " N K I T C H E N W 0 (2)_51056 N I M o 0 0 o S R 2'-0" 9'-8" 1 =I 1 G R E A E1 12'-0" n — J L — J to ROOM I 3'-6 - Q m F o M �R O w `o 1 I l l co o OPEN TO o N SAO 1 w I a ABOVE 0 Iu- O o DISH I o i D-- I LO O I I ® 1 1 WASHER I X I Z F V V/ F. 1=' OFFICE °° N N N_ i� SMOKE O O N O ® I O DETECTOR O N M LAUNDRY/MUC� o I 117/8" TJI JOISTS 360 SERIES ROOM I I ( ® 16" OC. toW 6070 DOUSL — — O BARN DOOR 1 ® ® X100 2'-0" F " I _ _ _ _ _ _ LINE OF FLOOR ABOVE _ — — — — 3-0 1'-10" W N 0 -11 7 8 ML HDR J 3-11 7 ML FLUSH 0 W zz SIDE :I 0 O I SMOKE 10 ><0 O SMOKE —oE°croR 117/x" TJI JOISTS 360 SERIES \\ N 00 00 I I� CARBON 1 4- D ©--MONOXIDE ® 12" OC.. CID O N 2'-0" 2'-0�� O DETECTOR N 2670 lL3070 tiO 3'-3" 2-112z8" ML FLUSH DN' BATHco O^ w LINE OF FLOOR ABOVECLOSET Q 5'-2" 6'-6"125 CFM HAUST a FRIDGEw e PANTRY FAN -0 EXTERIOR o5'-0" 0 �' CLOSETOUTDOOR -I ¢ -� 0 < - o_ SHOWER G - " 7'-3" W o (5Zto o BUTLERS 3 2'-0" 2v " °moo n PANTRY N.444 1 J — Ic,jI 4'_0" [LIN-_ 0 W%LL AB VE 12'-0" 6'-11" 12'-0" O 7" X 16" PARA LAM ROP v ' I ::ff12 CAR DINING 1 G A R A G E R 0 0 M 1 15PRco _j JR. MASTER 2 0 IHR. RATED ^1 to O—DETEC TOR 2 3 0 w5/9" TYPE X SHEETROCK 3 J (WALLS & CEILING T TWO STORY 1 N1 FOYER 0 T o o " 1 7/8" TJI JOISTS 360 SERIES 117/8" TJI JOISTS 360 SERIES I 117 8" TJI JOISTS 360 SERIES o ® 16 OC. 16" OC. 1 3. 2670 ® 16" OC. °' R 49 INSULATION o 1 o I o r1 1 I o� io o O I — 2-11 7/8" ML — N — 2-11 7/8" ML _ I N FLUSH FLUSH _ N I I O (V 30510 30510 I I 30510 30510 0 a I C O V E R E D Charles M. Thomas o J I wvo FRON T PORCH Of o W " 0 °° 0 a r c h i t e c t o 1 X X NI BLUESTON OVER SLAB ;I X X PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 0 2o'-s" Do N N ® N N � I 2-11 7 8" ML 2-11 7/8" ML — PROJECT IN I GUARD RAIL ®3 " -- Simpson Strong-Tie30 10 3011 0 0 10 30 10 HDU (CORNER HOLD DOWN) 5'-5" 5'-6" 5'-6" 5'-4" 1'-8" 4'-4" 4'-4" 2'-2" 5'-0" 5'-1" 2'-2" 4'-4" 4'-4" 1, 2'-2" 21'-9" 12'-6" 10'-1" 13'-0" 57'-4" FIRST FLOOR PLAN wN FIRST FLOOR LIVING (2077 SF) P FIRST FLOOR PLAN DATE: 8/12/19 2 SCALE: 1/4" = 1'-0" PROJECT No. DRAWING BY. CHK BY. DWG No. W-FO-0-4-FO-0-1 4OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS------ APPROVED AS NOTED „ ~`•�" ARCHITECT � � � r ; DATE: � �B.P.# lP �� FEE: 6 BY. R 1 F L 0 2 X O D H IN NOTIFY BUILDING GEFA- TMENT AT 765-1802 8 AM TO 4 FM FOR T 2 X 0 F ' S 1 HE REVISIONS D E S C R I P T I O N FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED COIN<,,�ETE 2. ROUGH - FRAMING & PLUMBING - 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO. ALL CONSTRUCTION SHALL MEET THE ASPHALT SHINGLE ROOFING 12 REQUIREMENTS OF THE CODES OF NEW 12 14 YORK STATE. NOT RESPONSIBLE FOR 14 DESIGN OR CONSTRUCTION ERRORS. �Q CEDAR PERFECTION CEDAR PERFECTION SHIIJGLES SHINGLES 12 � Tr FTT-FTT-F7T- 6" RAKE FRIEZE (iYP) COMPLY WITH ALL CODES OF 8'-0" PLATE HEIGHT NEW YORK STATE & TOWN CODES - — AS REQUIRED AND CONDITIONS OF I" X 8" FASCIA 6'-8' T.O. WINDOWS J W/1"X2" OVER CEDAR PERFECTION SHINGLES M ot771 Lu I T' STEES g exterior lighting 24 10 5/4"x4" WINDOW 24 10 o O 30 10 30 10 30 10 30 10 & DOOR TY suRRouNos N.� T Y PICA SURROUNDS l.aaleii, replaced or - >I`c °wired cht 11 conform CIR30 r OCCUPANCY OR ,IrtheTo:mom de T.O. SECOND FLOOR IS UNLAWFUL 9'-0" PLATE HEIGHT CEDAR PERFECTION SHINGLES - -- - - - - WITHOUT CERTIFICATE 7'-0" T.O. WINDOWS ® OF OCCUPANCY DRAINAGE INSPECTIONS ARE REQtI:i?ED o Contact TOS Engineering at 765-1560 before o Snckfill,On Provide Engineer's Certification that the drninphes bee^n ins"I!-d to Code. z �/ 4 10 2070 30 0 2070 LL 30 10 30 10 30 10 30 10 30 10 30 10 30 10 0 EG SS EG O EG SS EG SS EG SS EG SS EG SS W 0 T.O. FIRST FLOOR "°j7dd't*u � rO l' _ _ amend duc testing required. Q 0 G R A D E Mint provide Manuals (� D,J and S as per W rE FRONT ELEVATION WS Enemy Code 0 w Z z 1 SCALE: 1/4" = 1'—O" cr O n PLUV3ER CERTIFICATION C ON LEAD CONTENT BEFORE I n I CERTIFICATE OF OCCUPANC 0 < ll 1 SOLDER USED IN WATER Z zO SUPPL Y'SYSTEM CANNOT I EXCEED 211 D OF 1%LEAD. f— I -�RLUM..BiNG 0 ALL-PLUMBING WASTE U/ /)� &'•WATER LINES NEED 'f ,m(t5,ORE COVERING.. W 12 ASPHALT SHINGLE ROOFING 12 ASPHAL SHINGLE ROOFING 12 TnUSS PLACAMING REQUIlEn 12 CEDAR PERFECTION BUILT UPI VALLEY SHINGLES CRICKET ELECTRICAL. 6" RAKE FRIEZE (TYP) INSPECTION REQUIRED 8'-0" PLATE HEIGHT 1" X 8" FASCIA _ 12 6'-8" T.O. WINDOWS DO NOTTROSEED WITH CEDAR 1PERFECTION PERFECTION SURVEY 12 O-,FOUADATION LOCATION SHINGLES HAS BEEN'APPROVED. r r` 5/4"x4" WINDOW T I I & DOOR SURROUNDS 3 46 3 6 P I C A 36" HI C RAIL m °' (T Y L) EG SS EGR SS [O L I11TUJIT13Charles M. Thomas 1"X3" SOLID CROWN OVER 1"X10" BELT _ _ T.O. N L OR a r C h I }L Pi Ci L} SWEEP SHINGLES OVER - o 9'-°" PLATE HEIG"HT PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 6' FRIEZE TYP 7'-0" T.O. WINDOWS PROJECT I I I I o i o, 30 10 30 10 3 56 3 56 EGR SS EG SS 3 6 3 6 3 6 3 6 2 1 EG SS EG SS I EG SS EG SS EG SS EG SS ELEVATIONS FWG 0611 T.O. FIRST FLOOR DATE: 8/12/19 rE REAR ELEVATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No. DRAWING BY. MC 2 SCALE: 1/4" = V-0" CHK BY. SUBJECT TO DAMAGE FROM DWG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF a— 001 —00 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX — WEATHERING DEPTH TERMINATE DECAY REQUIRED 1 OF 8 20 130 B SEVERE wo MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE - 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOCI, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. �, ARCHITECT 6" RAKE FRIEZE (TYP) REVISIONS D E S C R I P T 1 0 N 12Q 9 ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING 12 Q 9 CEDAR PERFECTION SHINGLES -0" PLATE HEIGHT 1" X 8" FASCIA 7' -8" T.O. WINDOWS W/1"X2" OVER - CEDAR PERFECTON SHINGLES 28 10 ASPHALT SHINGLE ROOFING o ih I M 36" HI CABLE RAILco 2 6 12 9D T.O. SECOND FLOOR - - b -0" PLATE HEIGHT (TYP) ® 7'-0" T.O. WINDOWS 5/4"x4" WINDOW — — & DOOR SURROUNDS (TYPICAL) 3C132 10"X10" COLUMNS LLLI 11 C) o 4 10 3 510 30E 10 2 1 3070 U TC O R EGR SS EG ESS 0 R O CEDAR PERFECTION T.O. FIRST FLOOR w O SHINGLES r rn 09080 O.H. DOOR 9080 O.H. DOOR / EE ELEVATION U 1 SID ffW 3 SCALE: 1/4" = 1'-0" Z Z 6" RAKE FRIEZE (TYP) O ooO V / 12 ASPHALT SHINGLE ROOFING W ASPHALT SHINGLE ROOFING 9 Ji 8'-0" PLATE HEIGHT 1" X 8" FASCIA 6'-8" T.O. WINDOWS W/1"X2" OVER CEDAR PERFECTION SHINGLES r%nv ASPHALT SHINGLE ROOFING 5/4"x4" WINDOW & DOOR SURROUNDS h 24 10 (TYPICAL) �j M 30 6 3 46 36" HI CABLE RAIL � co I EG SS EG ESS tO 12 3p CEDAR PERFECTION SHINGLES T.O. SECOND FLOOR 6" RAKE FRIEZE (TYP) 9'-0" PLATE HEIGHT Charles M. Thomas 1"X3" SOLID CROWN a r c h i l e Ci L OVER 1"X10" BELT 7'-G" T.O. WINDOWS SWEEP SHINGLES OVER PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 CEDAR PERFECTION o PROJECT I SHINGLES 24 10 0 10"X10" COLUMNS o 3 56 3 6 EG SS EG 7SS T.O. FIRST FLOOR Ff SIDE ELEVATIONS ESIDE ELEVATION DATE: 8/12/19 PROJECT No. 4 SCALE: 1/4" = 1'-0" DRAWING BY. MC CHK BY. DWG No. [A]-m2-F00 2OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROH181TED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. W 0 � r9 Pad's � ar'S k 7 Ca 2'-3�" 45'-63.. kz' \ S 8'-0" 8'-0" 9'-0" 9'-0" ,! REVISIONS D E S C R I P T 1 0 N 2X10 ACQ GIRDER LI J L — J L J L J L — J IT T 12"0 SONO TUBE ON 24"x24"x12" FOOTINGS MIN 36" BELOW GRADE (MUST BE VIRGIN SOIL) II I N 020 L) SCREEN I 0 `o Q= 10'-4j" I I � - PORCH 0 ® I Nx N ® I I — — — — — — — — — — M / N — — — — — — — — — -- L - - - - - - - - - - - - - �?S12-AC4III GM-B - - - - - - - - - - - - - I Io L - - - - - - - - — — — — — —— — — — — — — — — — - - - - - - - - - - - - � I 0 I c I co .n to oo f I I 1 " P.C. FOUNDATION WALL NOTE: ENTIRE CEILING SHALL 1b �I I BE SHEET ROCKED WITH 1/2" /(2) #5 BARS TOP & BOTTOM x U_ TYP 'X' PER IRC 2015 N 10"x20" P.C. FOOTING \LZ /(2) #5 BARS CONTINUOUS I L - - - - - - - - - - - - l= UUNFINISHED l POINT LOAD MI O — - - — — — — — — — \ FROM ABOVE I tJ� - CELLAR BEAM POCKET tIF M 9'-0" CLG HT 10 TYPICAL. ^� I @ 0 4" POURED CONCRETE SLAB 1 to ( L ui N I PROVIDE 5/8" TYPE "X" GYP. BD. ON F OVER 6" MIL. POLYETHLENE `* CEILING ABOVE FURNACE FOR AT N_j VAPOR BARRIER ON WELL r- 7 LEAST 3'-0" ON ALLIDES AS PER 0u=i COMPACTED POROUS FILL I b \ol I -I '10" I IRC 2015. C?DE o z DIRECT VENT GAS URNER M N 0 3 1/2" STANDARD STEEL PIPE L= �t rn_j W VENT PER CO�E COLUMN ON A w x�`'I N I I J I i 30"X30"X15"DEEP POURED m o tD 6" SMOKE =a CONCRETE FOOTING. ' IC9 2-t<I C14 C14 N . ( I I 0 m Oma—DETECTOR I t Q o ►�V I �v00 pp I I m O L — ru M ui o r I 0 IN) I I 3. " I I I _ I WC) 0 F 7 7 9'-0" 7'-3" 7 7 6'-0" — 10'-7" 4 12'-0" FF I� I I IQo II It34" X 1 1 -7/4" ' 9- - I ICf6ERI 0 o x8• AC JS T. , _T111 I L — J L — J L — J L — J L _Jto W z z o I — J i r - - - - - 10'-2" - -1F_n F_ n F_ -I L I _ _ 1 3/4" X 11 7/8 J MIClOLAM GIRDER rT A I I I c L — _J L — _J L J I � to -4" 10" 4'-0" 10" I ^o n O I _ I I o M o F 111/4" TJI 360 JOISTS 0 16" OC. w 0 Q U J L - - - - - - - - - - R-21 INSULATION z x�� I I0 0 �' I �' I ' xa "o I I I z °' IT I Of 111 TjI (3 I e i R-21 INSULATION I S-8" P I D I� 5'-2- L J L - - - - - - - - - � I 12'-2" T 7'-3" J I 3'-0" I VJ o ui ocp I \Q y I 3 I I m o I I ^ I - /4„ X 11 Z/ _ x I vo oD t o<o UNEXCAVATED I MICROLAM GIRDER It QI ro I I 3 M I I Q H In I I I_ n O—DETECTOR "PL J M o l o w U) 4" POURED CONCRETE SLAB I CARBON ,npD c� o) I I Z W o OVER 6" MIL. POLYETHLENE I I ©--MONOXIDE M I 0 I DETECTOR I M z VAPOR BARRIER ON WELL '� L J 1 I J F- COMPACTED POROUS FILL I I 111/4" TJI 360 JOISTS ® 16" OC. I 0 0 I R-21 INSULATION N - - - - - - - _ - - - I 10" w CONCRETE 3500 PSI I — — — o I O to 01 10„ — UNEXCAVATED F7 - - - - - - - - - - - � n o 4" POURED CONCRETE SLAB F o I OVER 6" MIL. POLYETHLENE L - - - - - - - - - -� VAPOR BARRIER ON WELL - - - - - - - - - z I I �, COMPACTED POROUS FILL �mo I Charles M . Thomas o t o I I 8" P.C. FOUNDATION WALL �� low? F I I ON 8"x16" P.C. FOOTING I I o i I I z w o `O I I W/(2) #5 BARS CONTINUOUS I I a r C h I t e C t 0 z �z L_ - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - J I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 to o I � I Iof F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT I II I I c — — — — — — — — — — — — — — — — — 10 ' I 2'-2" — — -+� — — — — — — — — — — — — — — — — — — — — 21'-9" 1'-8" 8'-8" 2'-2" 10'-1" 2'-2" qk 57'-4" FOUNDATION PLAN W N DATE: 8/12/19 P FOUNDATION PLAN PROJECT No. DRAWING BY. MC 1 SCALE: 1/4" = 1'-0" CHK BY. DWG No. ❑A - 003-00 JOF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ,r 60'-4.. CMT (tn Z'# 2'-3 5'-0 - l � I' A "* f ._... �� ;' RCHITECT 13'-3" 17'-8" 9'-7" 6'-O" 6'-6- " , �,� S .Y REVISIONS D E S C R I P T ION 3-11 7 8" ML 1 0 1 �O I I �ZI 1 I oZ z 00 I D_m Ir � Li SC r- I1 WOOD D L — J N b 0 POF CH i I� j WOOD DEC PER OWNER 0 - WOOD DEC PER OWNER N N N ® 17'-0" 1 -8" I 3456 3456 .�0. LINE OF WALL ABOVE M ��� 3-91/2" ML HDR L/ 345� —`L� FWG 60611 3456 K 30510 FWG 6080 30510 N 3-11 7/8" ML HDR30 00 TWO S ORY REAR WALL 2-11 7/8 ML 2"X8" FULL HT STUDS I I IQ 16 OC 18'-2" N e0 0 O N t0 17 ^ N N 04 1^ KI TCHEN 1 N � T W 0 (2)k56 I I o 0 0 o I STOR Y G R E A T 12'-0" �4D k2'-0" s'-8" �3'-6 — L — J QII� eROOM Wo f I II o o OPEN TOM I I W I a 1U. 0 00 ABOVE o o DISH I o e I I� V 1 1 1 0 1 1 WASHER I I Z = 1 12 " I J OFFICE °I N e N r ^ SMOKE O O N O ® ( O—DETECTORrn O `i M LAUNDRY/M U 6 F o I 117/8" TJI JoisTs 360 SERIES W to ROOM I = I ® 16" OC. 1 n I WC) 6070 DOUBL O BARN DOOR I ® ® �I� 2'-0" 6'-8" I F— z L— — — I z V ! 00 ® ® — — — — _ _ LINE OF FLOOR ABOVE — _ _ — — 3'-0" 1'-10" - z = N O -11 7 8 ML HDR J 3-11 7ML FLUSH _ SIDE =, SMOKE (0 W z z , I() $ DETECTOR = SMOKE " 00 O f� � e z 1�00 3 DETECTOR — 117/8 TO JOISTS 364 SERIES �� o C4 1 17 © ON ~—MONOXIDE ® 12" OC. N co _j rr DETECTOR N 2670 L_ e O ° 2'-0" 2'-0" M � � ' 1 O^O 3�7� �O O 3'-3" 2-118" ML FLUSH DN' a0 IIILJIII— z folO^ w LINE OF FLOOR ABOVE `l o 5'-2" 6'-6" CLOSET 125 CFM HAUST a FRTGE w I 04 e PANTRY FAN TO EXTERIOR ° N t 5'-°" + o f I CLOSET N 0 < 0 o_ SHOWER e -7" 7'-3" W w ° 0Lj BUTLERS L I 1 ' PANTRY 3 2'-0" 2' ? o ?��o LO iD 1 �� e `LL DN. 4'-0" L — LIN o W LL ABOVE 12'-0" 6'-11" 12'-0" O 7" X 16" PARA AM ROP rn �� ui Un - - - - - - - =f=2 C A R D I N I N G 1 A R A G E ROOM _j 1 15PR JR. MASTER `I 2 0 o I 1 HR. RATED ^1 OS --DSMOKE U) ETECTOR 2 3 0 w 5/9" TYPE X SHEETROCK 3 o _j WALLS & CEILING NI TWO STORY = I F O Y E R o I Do o N 1 7/e" TJI JoisTs 360 SERIES 117/8" TJI JOISTS 360 SERIES 1 117/a" TJI Jows 360 SERIES -1 0 ® 16 OC. 0 16" OC. ., 2670 0)' R 49 INSULATION /%1 \\3co e ® 16" OC. O I O M I to I O o N 7'-8" i7 2-11 7/8" ML — N — 2-11 7/8" ML _ I N cli O FLUSH FLUSH N 1 rl Z) I = N o I (V 30510 30510 I I 30510 30510 0 mi C 0 V R E D Charles M. Thomas o � � 0 � FRONT PORCH Of � U o QUO O` U O 00 =o o x x i0 NI BLUESTON OVER SLAB I I x x `r° I a r C h I t e C t 20'-9.. I e = = e PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 00 NN ® NN ® O � 1 2-11 7 8" ML 2-11 7/8" ML PROJECT e -KV I in 1 GUARD RAIL ®3 " Simpson Strong-Tie ' " 10 30110 30110 HDU (CORNER HOLD DOWN) 5'-5" 5'-6" 5'-6" 5'-4" 1'-8" 4'-4" 4'-4" 2'-2" 5'-0" 5'-1" 2'-2" 4'-4" 4'-4" 2'-2" 21'-9" 12'-6" 10'-1" 13'-0" 57'-4" FIRST FLOOR PLAN w> FIRST FLOOR LIVING (2477 SF) P FIRST FLOOR PLAN DATE, $,12,19 2 SCALE: 1/4" = l'-O" PROJECT No. DRAWING BY. CHK BY. DWG No. -F__0 00 - 4OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IIN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 17'-0" 18'-8" 12'-6" ARCHITECT 8'-6" 8'-6" 9'-1" 9'-7" 6'-0" 6'-6" 17'-011 REVISIONS DESCRIP T ION LINE-)F-DECK BELOW I BALCONY C NSTRUCTION SINGLE PLY RU BER ROOFING OVER 45# ROOF FELT ON 3/4" COX PLYWOOD SHEATHING. 9 1/2" ROOF RAFTERS @16"O.C. PITCH ROOF FROM RESIDENCE � I L O — — — — — — — — — — 3452 F G 6070 3452 / SEE EAR 2-11 7/8" ML I ELEV TION II I I 18'-2" TRAY CLG 0 10' AFF a z l MASTER SUITEui II JI � I —DETECTOR I 2— 046 (O l\\ \ � I -il ML \ \ II OPEN TO 12'-0" r:�ioo \ \- - - - - - - - - - — I 2"X10" ® 16" \� - - - - - 4 INSULATION ULAI NN I G R E A T W r- - - - 00 11 I I R 0 0 M BELOW BEDROOM 4 SMOKE DETECTOR O 2"X10" CJ ® 16" OC. U z O R 49 INSULATION oa 4'-0" is� —$ - N LL - -- - - - - - ,�o LN 0 STT — O `� CLOSETi� � — — - - - - - o I WI CLOSETLo 0 �oA= " 1J"-'O�'OTSMOKE~-DETECTOR OPEN RAILL;j � � W I- c O —DETECTOR N C L 0 S E T N z Z M I I I I I I � DN. $ DETECTOR N O SMOKE 5'-6" I 3 10 �G ©~MONOXDE 15R O a e DETECTOR OPEN RAIL r(�°° L1 � _ o pULL00 4-0 D r- — I s'-11" O o STAIR I I V / El oti FAN 125 CTO EXTERIOR OR FM EXHAUST Lr) " in J V MASTER � - o0 BATH L�UNV RY .4, z 8'-2~ 0 w ROOM n- o Z z z r 00 a CLOSET o 00 Z �s> N iv I I BUILT a O I I L\ CLOSL 7 o LI M I U SHELVING — — — — CLS I U) O o�c� tr) II Low II 2 I � LBEDROOM 3 2 3 I I BEDROOM 4 SMOKE O F O Y E R (D—DETECTOR 1 3 tooO~—DETECTOR BELOW0 SMOKE " I I � OPEN TO 2"X10" CJ ® 16" OC. \\ BELOW R 49 INSULATION I I 2"X10" CJ ® 16" OC. .. � R 49 INSULATION 12'-0" 2-11 7/8" ML 3—FIXED X D10 2-11 7/8" ML i+) N 2-30410 1 1 2-30410 L — LINE OF WALL BELOW — I I I— — LINE OF WALL BELOW — —I - - - - - - - - � L- - - - - - - - - --� II I II I Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 II II I I PROJECT II I I 3C 46 EGRESS 10'-10" 10'-10" 6'-6" 6'-6" 5'-01" 5'-04" 6'-6" 6'-6- 13'-1 '-6"13'-1" 13'-0" 10'-1" 13'-0" SECOND FLOOR PLAN 49'-2" W N SECOND FLOOR LIVING (1310 SF) DATE: 8/12/19 PROJECT No. DRAWNG BY. MC P SECOND FLOOR PLAN CHK BY. DWG No. 3 SCALE: 1/4" = 1'-0" [N-m-Fo-ol 5OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. W N C 6u AN '31 ,� �.�•'�� � �, C ECT 17'-0" 19'-2" 8'-6" -6" 9'-7" 9'-7" REVISION DESCRIP T ION I LINE DF DECK B Low BALCONY BUILT UP VALLEY CRICKET SINGLE PLY RUBBER ROOF 24" MIN EACH SIDE OF FRAME LIVING R M REVERSE T RU ROOF AND LA YOV R MAIN ROOF FRAME LIVING RO M REVERSE THRU \ AND LAYOVEF MAIN ROOF ti m I Oz 'n X N o \ 2"x1 o" rr 2"x1 o" rr o MAIN ROOF FRONT TO BACK 00 I — — 0 16 0C. 0 16 oc 9: 12 ROOF PITCH to 2"X10" rr 2"X10" rr 18'-0" PL HT FRONT AND G� \ ® 16 OC. 0 16 OC. 18'-0" HT BACK x 2-3046 \ � O v \� .��j OPEN TO M U v 6OLOW BE RO M 4 L JP O o � O N I r� CL SET U II _ t3l COS T \ WCN 14' ML R DGE1 R1111- SIDE 0� r- UJ ENTRY 0 0 ` C L O S E T O �910 — rr X CV O 0�9 - ° x< (3) 14" L RI GE o ao LD N. 1 CFM XHAU T N '� 0 M A TE L U D R 6R J opo FAN TO IXTERIO Z RO M o B TH OPE RAIL z X W � (V d I a C L O SIE T 00 z � w C� BUILT a IN C 0 S T HELVING O d' I \ / \ t uito I 2 AA Z � 2 BEDR AWOKE 3 \ � I � F Y R S ETECTOR \ 3 o \ ELO / o \ -j 0 E N 0 �I ELO �I • o - � J 2"X10" rr 2"X10" rr 2"X10" rr ,� 2"X10" rrA o 0 16 OC. © 16 OC. ® 16 OC. .� 0 16 OC. ^ \ I o -2X D10 ' p N N 304 0 21 041 2"X10" rr 2"X10" rr F 0 ® 16 OC. 16 OC. LITE OF LL FLOW LI E OFLL ELOW N SHE ROF SHE ROOF Charles M. Thomas 2'X10" r C>a 16" C. 2" 10" r ® 6" OC. a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 2 LAYERS OF PLYWOOD CURVED PROJECT 3 h�� RAFTERS 0 16" OC EGR FRAME BARREL THROUGH AND g g" LAYOVER PORCH ROOF 10'-10" 10'-10" 6'-6" 6'-6° 6'-6" 21'-8" ROOF FRAMING PLAN W N DATE: 8/12/19 PROJECT No. DRAWING BY. MC CHK BY. P AMI DWG No. 4 SCALE: 1/4" = 1'-0" FAI- 006- 00 6OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ✓�� e��:-:. .fig� STUD TO BAND JOIST (20) 10d x 1 1/2 FASTENER R R T4 WALL 14 10d x 1 /2" FASTENER ,• MTS16 D35 ��" ^ cf � ARCHITECT • • 0 REVISIONS D E S C R I P T ION • A. O • 0 MTS12 LTP4 • LTP4 Uplift connectors shall bypass each other to LTP4, spacing as required for prevent cross-grain shear. SSP spacing for uplift. tension of band joist. D10 SILL TO RIM JOIST (12) 8d x 1 1/2" FASTENER RAFTER TO WALL SCALE: N.T.S. ICE BARRIERS: ICE AND WATER SHEILD TO EXTEND Ridge Beam NOT LESS THAN 36" HORIZONTAL MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. (TYP ALL ROOFS) O O 1 11 7/8' ML RIDGE 1 7/8" ML RIDGE o RIDGE TYPICAL ROOF CONSTRUCTION RAFTER ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING 12 OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. W x6 COLLAR TIE x6 COLLAR TIE 12 2"X10" ROOF RAFTERS ® 16" O.C. ® 32" O.C. a 14 ® 32" 0.C. 14 Simpson StrongTie WITH EILING COLLAR TIES ® 32" O.C. 11 7/8" ML RIDGE CS-20x18" MIN. WITH (7) 10d COMMON NAILS PER RAFTER INSTALLED OVER PLYWOOD 2"X10" GJ 016" OC 2"X10" CJ 0 16" OC TYPICAL CEILING CONSTRUCTION RIDGE STRAP TIE $_-Q" PLATE HEIGHT 12 R 49 INSULATION R 49 INSULATION 0 12 W WALLS ROCK "X10' RR ®16"0 2" X 10" COLING JOISTS ® 16" O.C. SCALE: N.T.S. I O 6'-8" T.O. WINDOWS 2x6 COLLAR TIES - -- W/ R-38 BATT. INSULATION W Q ® 32" O.C. III W OPEN TYPICAL WALL CONSTRUCTION C 1 z TO " M o D 4 BELOW CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 5/8 CDX PLYWOOD SHEATHING ON 2"X6 WDL L-1 LL-1 . STUDS 0 16 O.C. (� C 0 2 SPRAY FOAM WITH R 15 BATT 0 W 0 TYPICAL FLOOR CONSTRUCTION W z z o I •I T.O. SECOND FLOOR111 1 LE � 11 7/8 TJI FLOOR JOISTS 0 16 O.C. o i 11 TJI 560 SERIES 0 16" O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION 0 9_-0" PLATE HEIGHT R 49 INSULATION 11 ji TJI 360 SERIES ® 16" O.C. 11 TJI 360 SERIES ® 16" O.C. •I 3b" SHEET ROCK MSTA ® WALLS AND CEILING 2-11 7/8" ML HDR - < J I ,I 7'-0" T.O. WINDOWS ° TYPICAL WALL CONSTRUCTION 0 p58 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 5/8" CD X z o JR. X6'SHEATHING ON 2X6 WD. STUDS ® 16" O.C. 1 2 C A R N I N F O Y E R 2 SPRAY FOAM WITH R 15 BATT Q o TWO STORY M ASTER GARAGE 0 0LLI Simpson Strong—Tie ?4H10 1HR. RATED o 0 0 0 5/8 TYPE X SHEETROCK TYPICAL FLOOR CONSTRUCTION 0 ADJUSTABLE HANGER CEILING " AD 11 7/8 TJI FLOOR JOISTS 0 16 O.C. SCALE: N.T.S. T.O. FIRST FLOORT� -.411 ILIV W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION W P.C. SLAB W/6X6 10/10 W.W.M. 11 TJI 360 SERIES 0 16" O.C. 11 j TJI 360 SERIES 0 16" O.C. PITCH TO DOORS c R A D e 1/2" SHEET ROC 3-1 3/4" X 11 7/8"� 3-1 3/4" X 11 7/8" 2"x6" ACO SILL PLATE 2"x6' ACO SILL PLATE CEILING MICROLAM GIRDER MICROLAM GIRDER TERMITE SHIELD, SILL SEALER, o TERMITE SHIELD, SILL SEALER, Z 5/8" DIA. ANCHOR BOLTS 26 D0" D.C.ANCHOR BOLTS 026"-0" O.C. W ) #5FBARSATOPN /( & BOTTOM CELLAR ON 10"x20" P.C. FOOTING 3 1/2" STANDARD STEEL PIPE COLUMN W/(2) #5 BARS CONTINUOUS ON A 30"X30"X15" DEEP 9'-0" CLG HT POURED CONCRETE FOOTING. (TYP) LIQUID MEMBRANE WATERPROOFING COVE OVER 4'VENT e VENT FOOTING (TYP) [THRU ROOF THRU ROOF 4" POURED CONCRETE SLAB � •� � � 4 MILL VAPOR BARRIER � ROOF I / 1 (2) #5 BARS CONTINUOUS (2) #5 BARS CONTINUOUS �2'v >--1/2'v �2'v b-,_,/2'v ; -- ,a -1-,/2'� i I Charles M. Thomas Lav itAv w.c. i- i we. i i Lav HOUSE , TUB , p SHOWER ' TUB s SECTION a r c h i t e c t SECOND FLOOR 1 SCALE: 1/4" = 1'-0" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 2• 1-1/2' I 3' 2' I �' 2' 1-1/2' co. I PROJECT r -1-1/2-V �1-1/z'v ISI 2'v �'>-�-�/z v ry �1-1/fv I DISH WASHER I LAV I $I�( I I WASHER FRESH AIR INLET j oL SHOWER I j I I FIRST FLOOR CROSS SECTIONS 1-1/2' �3' 2• C.O. CONNECT TO APPROVED P.V.C. PIPE PITCHED AS PER N.Y.S. CODE PLUMBING RISER DIAGRAM DATE: 8/12/19 PROJECT No. SCALE: N.T.S DRAWING BY. MC CHK BY. DWG No. DA - 007- 00 7OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. c B, Ml ARCHITECT 7/8" ML RIDGE 6" RAKE FRIEZE (TYP) ICE BARRIERS: ICE AND WATER SHEILD TO EXTEND REVISIONS DESCRIP T ION NOT LESS THAN 36" HORIZONTAL MEASURED ALONG TYPICAL ROOF CONSTRUCTION THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. 12 ASPHALT SHINGLE ROOFING (TYP ALL ROOFS) 2x6 COLLAR TIES 9 OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. ® 32" O.C. ASPHALT SHINGLE ROOFING 2"X10" ROOF RAFTERS 0 16" O.C. ASPHALT SHINGLE ROOFING 12 9 ATTIC SPACE TYPICAL CEILING CONSTRUCTION "X10" RR 016" 0 1 1 2"X10 CJ 16" 0 "X10' RR 0116" 0 2" X 10" CEILING JOISTS 0 16" O.C. ® ® 8-0 PLATE HEIGHT W/ R-38 BATT. INSULATION " SHEET ROCK WALLS AND CEILING 6'-8" T.O. WINDOWS TYPICAL WALL CONSTRUCTION MASTER CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 5/8" CD X BEDROOM PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. M ASTER 2" SPRAY FOAM WITH R 15 BATT TRAY CLG @ 10' AFF WI CLOSET ATTIC SPACE " HI CABLE RAIL BATHROOM � ' 36 I to R 49 FOAM INSULATION AT ALL CANTILEVERS T.O. SECOND FLOOR 11 b TJI 360 SERIES @ 16" O.C. 2"x10" ACO JST. @ 16" O.C. 9'-0"_PLATE HEIGHT Simpson Strong—Tie 2"X1o" CJ ® 16" OC T[ %" U210 TYPICAL WALL CONSTRUCTION WA SHEET ROCK X 16" PARA LAM FLUSH WALLS AND CEILING AT EACH RAFTER 2-11 7'-0" T.O. WINDOWS 4-10d x 1 1/2" CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 5/8" CD X ML HDR PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. 2 C A R NOTE: 2" SPRAY FOAM WITH R 15 BATT KITCHENa ATTACH LEDGER TO FRAMING G A R A G E MEMBER WITH 2-1/2" X 5" LAGIHRw 5/8" T BOLTS AT 16" ON CENTER TYPICAL FLOOR CONSTRUCTION . RATED O1 TYPE X SHEETROCK 11 7/8 TJI FLOOR JOISTS 0 16-O.C. CEILING Simpson Strong-Tie W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION U210 AT EACH CEILING JOIST z 5 4"x4" MAHOGANY DKG. T.O. FIRST FLOOR 4-10d X 1 1/2 11 TJI 360 SERIES @ 16" O.C. 1D O n 2"x10" ACQ JST. 0 16" O.C. —k 4" P.C. SLAB W/6X6 10/10 W.W.M. 0 LAG BOLT LEDGER BD. i PITCH TO DOORS W i/2" SHEET ROCK) 3-1 3/4" X 11 7/8" (3) 2X10 ACQ GIRDER CEILING MICROLAM GIRDER I I I Simpson Strong—Tie 2"xs" ACQ SILL PLATE W Q 0 TERMITE SHIELD, SILL SEALER, : Z U210 10" P.C. FOUNDATION WALL 5/8" DIA. ANCHOR BOLTS AT EACH DECK/PORCH JOIST ": ON 1 x2 BARS TOP & BOTTOM ®26"-o" O.C. n ON 10"x20" P.C. FOOTING M o CELLAR W/(2) #5 BARS CONTINUOUS U J) w 12"0 SONO TUBE ON T 9'-0" CLG HT MIN BE FOOTINGS ro MIN 36" BELOW GRADE LIQUID MEMBRANE (MUST BE VIRGIN SOIL) 3 1/2" STANDARD STEEL PIPE COLUMN WATERPROOFING COVE OVER 0 W Z z ON A 30"X30"X15" DEEP FOOTING (TYP) O POURED CONCRETE FOOTING. (TYP) 4" POURED CONCRETE SLAB rr 4 MILL VAPOR BARRIER (2) #5 BARS CONTINUOUS r n J V / O s SECTION Z z . z 2 SCALE: 1/4" — 1'-0" Q � U) (/) Orn W Vl CEILING DRYWALL TAPED 4TAPEOTO WALL DRYWALL DRYWALL CAULKED, GLUED , OR GASKETED i0 TOP PLATE OR GASKETED TO TOP PLATE DRYWALL CAULKED,GLUED DRYWALL CAULKED,GLUED OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR SUBFLOOR GLUED,CAULKED OR SUBFLOOR CLUED,CAULK D CASK TED TO RIM JOIST GASKETED TO RIM JOIST RIM JOIST CAULKED OR -RIM JOIST CAULKED OR I(FTFD TO TOP PLATE 2 LAYERS OF)¢" DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED Charles M . Thomas COX PLYWOD OR GASKETED i0 TOP PLATE OR GASKETED TO TOP PLATE STAGGER SEAMS PLYWOOD CAULKED7 ^ ' Q ^ OR GASKETED TO 1 r V G V 2'X6"NAILER PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 DRYWALL CAULKED, GLUED DRYWALL CAULKED,GLUED PROJECT OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE BOTTOM PLATE CAULKED BOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR SUBFLOOR GLUED,CAULKED OR SUBFLOOR GLUED, CAULKED OR GASKETED TO RIM JOIST GASKETED TO RIM JOIST RIM JOIST CAULKED OR RIM JOIST CAULKED OR rAqKFTF ToTOP PLATE CAXTFn TO TOP PLAT SILL PLATE INSTALLED OVER SILL SILL PLATE INSTALLED OVER SILL GASKET (SILL SEALER) GASKET (SILL SEALER) CROSS SECTION NOTE: SHADED COMPONENTS NOTE: SHADED COMPONENTS DESIGNATE AIR BARRIER SYSTEM DESIGNATE AIR BARRIER SYSTEM DATE: 8/12/19 PROJECT No. DRAWING BY. MC n CHK BY. DWG No. 0- 008- 00 AIR SEALING DETAILS AT CANTILEVER AIR SEALING DETAILS 8OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED : , ROCF TRUSS TOP PLATES RAFTERS W/ GREATER L/Iso ,;t SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— WffrrMM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND GYPSM BOARD INSTALEU �IN STUD INTERIOR WALLS AND H 180 NOTCHING PROVISIONS 16d NAIL AT 24 O.C. ACCORDANCE WITH / PARTITIONS � ,:- JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION ISIONS :±��WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH � STUCCO FINISHED 5/8" MIN. TO EDGE NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L 240 � d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / a ALL PANEL EDGES) — T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE o FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH U TOP PLATE �—BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (0) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. V( deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME PC. E IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NO MORE THAN TWO walls of sunroom additions or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON patio covers, not supporting edge of AND SO BORED v, CUT INTO STUD - glass or sandwich panels, the total load deflection shall not LAP JOIST 3 IN. MIN. z BAND JOIST exceed L/60. For sandwich panels used in roofs or walls of —BOTTOM PLATE FOR FIRE BLOCKING o WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall �n N OR BLOCKING 16d NAIL AT 24" O.C. IW THA WFCMLLED I TABLE03DANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/,20 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION W o' SILL PLATE JOIST o e SECTI ON 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF CRAWL SPACE 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.2.1 .1 FIGURE 3.3 A \—SUBFLOOR FRAMING MEMB RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC EDGES AND 12' O.C. ON ALL ROOF/CEILING ROOF/CEILING FOUNDATION ° F UNDOTIONRADE (b) INSIDE CORNER DETAIL PANEL EDGESBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS LATERAL BRACE AT 6' O.C. r TYPICAL WALL FLOOR 8c ROOF FRAMING NON— BEARING WALLS: R602.6 (1 ) 8c�2� FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) o JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS () Uj (� FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W F A S T E N E R S P A C I N G (inches) J SEE STUD TO RAFTER Z Q FASTENER SPAN 4 FEET 6 FEET SECTION A-A C PLE TUD OR STUD TO STUD DETAIL i GABLE END TRUSS BLOCKING 0 < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONU RED RS Q TYPE < 6 FEET < 8 FEET 1/2" SPACING—� A A RQ ch (� — — ALLOWS E CH SIDE NO. 8 WOOD SCREW 16" " 811 p 108HOLDDOWN NAILS IL ANCHOR WITH 2" EMBEDMENT INSTALLATION _I HEADER STUDS -----FULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 LENGHT DOUBLE A A WA STUDS f— Q STUD (MIN.) ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH AT HARDWARE ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16"' 12" 9" HOLDDOWN ° o TRANSFER SHEAR TYPIC!,L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDU) ° CONN TS AT BOTTOM OF HEADER STUDS IN ° ° NOTE: SIMILAR REQUIL'ED" N UP ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W LENGHT ° CONNECTION AT EA H Co EC R ° FOUNDATION. R UIR WALL STUDS OF CR PP ES TOP AND 20 GAUGE STRAP 2-16d COMMON Li _ 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDEWALL A ° "AI`SEND6w°L FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS 0 (n LE LENGHT EMBEDMENT I FQSUBFLOOR ( WFCM 3 . 6 ) CONNECTIONS FOR OPENINGS 8d NAIL AT 4 O.C. ENDWALL STUDS Uj a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. I FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST ::Dw 12" MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE „ ' � EXTERIOR WALL COVERING WITH AN " AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2 INTO THE BUILDING FRAME. I o ,� SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ,,, CD TOP PLATE w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING v � � � PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF LESS THAN 1,500 POUNDS. ° H/2 BUT NEED OT ��� / DIAPHRAGM USE 8-8d COMMON NAI S H BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4 o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° ° EXC ED 15 FT. AX. E CEDED 40 FT. MAY. 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP N HaODowr1 ° CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g z (HDU) o ° CONNECTED TOBASED ON ROOF RAFTER ° ° o TRANSFER SHEAR WALL REQUIREMENTS GABLE ENDWALL BALLOON FRAMING ° o FOUNDATION CLEARANCE FROM SLOPES � o 20 GA. STRAP— DOUBLE �) ATUHARDNARE PREFERRED METHOD 4 WIDE MIN. 8d NAIL AT 12" O.C. ON a RAFTER o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM w 16d NAIL AT RIDGE BEAM � 4.0 M FLOOR TO FLOOR PHD5 /-24" O.C. RIDGE TENSION STRAP DETAIL CONNECTION :�o TABLE R301 . 5 NOTES FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O AREA HOLDDOWN USED O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R ,301 . 5 / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO r. Simpson Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 2-8d TO PLATES WCFM HIGH WIND EDITION FEET WIDE OR GREATERE LOCATED WITHIN T ■ _ A35 Chimney Framing � � TH HE PLANE OF THE Z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD �A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD CONNECTION BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE 3 ROOF f / RIDGE DETAIL_ STUD TO SILL PLATE SIMPSON H-8 5-13d4-8d TO PLATE GYPSUM BOARD d TO STUD 745 LB EVERY STUD REQUIREMENTS. oc c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE a 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD ORA 300 POUND NOTES: SIMPSON STRONG TIE HDULL 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 CI) LU 3 LU SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND I DE WA d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° EDGES) ANY POINT ALONG THE TOP DECKS 40 V NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 L f. GUARD IN - FILL COMPONENTS ALL THOSE EXCEPT THE a, �I) * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN ( L HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m 4� (TABLE 3.1, WCFM 2015 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 o HIGH WIND EDITION) 3 LOAD REQUIREMENT. g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 a ® z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE I 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: • ° • EXTERIOR C 0 R N E R FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY • 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND Simpson Strong — Tie 2.12HE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. //TABLE 4 WFCM 2015 HIGH WIND EDITION) ---y--� L The design of this structure is based upon prescriptive approach using the .? ^ (TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC published by The American Forest and Paper Association. Non- Structural lementsfes * NAILING SCH ED U LIE ONNECTIONS RESISTING UPLIFT, LATERAL & SHEAR LO DS are based upon the INTERNATIONAL RESIDENTIAL CODE 2015- 2015 IRC, 2nd GENER AL N 0 T E S: MAX. ANCHOR BOLT SPACING (INCHES) PRINTING, AS ADOPTED BY NYS AND THE 2016 SUPPLEMENT. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, ,^, 47 RESISTING SUPPORTING NUMBER OF NAILS municipal, local zoning and building codes and ordinances rl JOINT DESCRIPTION NAIL SPACING 5/8" ANCHOR BOLTS 3s For the Climatic and Geographical Design Criteria, see Table R301.2(1) on havin jurisdiction and best standards of construction �� r� COMMON NAILS 1 - FLOOR sheet no. 1 LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 practice. �• f "''. 4-8d PER RAFTER All non engineered lumber to be Douglas Fir#2 or better The American Institute of Architects Conditions shall aPPYI RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3. Wind Limitations-Section R301.2.1 ;, ��°• e� 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE t0 all work performed On this project. 4-8d PER JOIST LESSER OF THE TABULATED. Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris 2. The Contractor shall verify all conditions at the site. Any K CEILING JOIST TO TOP PLATE TOE-PIAILED 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Protection Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Architect 9-16d EACH LAP prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACT--NAILED 9-16d EACH LAP Light and Ventilation-Section R303 except for hidden job conditions. z PER TIE Minimum Room Area-Section R304 3. Contractor shall guarantee to the Owner that all materials and COLLAR TIE TO RAFTERFACE-NAILE[) p 6-8d Ceiling Height-Section R305 equipment incorporated in the work will be new, and that all work Sanitation-Section R306 will be of good quality, free from faults and defects for a BLOCKING TO RAFTER TOE-NAILED 2-Sd EACH END g q y period Toilet Bath and Shower Space-Section R307 of one year form the date of the final Certificate of Occupancy. � 2-16d EACH END Glazing-Section R308 4. The Architect shall not be responsible for the construction means, a TRIM BOARD TO RAFTER END-NAILEDi Garages and Carports-Section R309 method, techniques, sequences or procedures, or for the safety WALL FRAMING Emergency Escape and Rescue Opening-Section R310 precautions and programs in connection with the work, and he Means of egress-Section R311 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Ramps-Section R311.6 Architect shall not be responsible for the acts or omission by TOP PLATE AT INTERSECTION FACE-NAILED Stairway-Section R311.7 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Handrail-Section R311.7.8 and/or the building as designed without the expressed written 0 / 9 9 P STUD TO STUD FACE-NAILED Guards-Section R312 consent of the Architect. HEADER TO HEADER FACE-NAIL 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 5. The contractor and all subcontractors shall maintain continuous Carbon Monoxide Alarms - R315 insurance coverage statutory policies Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Foam plastic-Section R316 9 Y Compensation, etc.) and general liability in an mount not cn � 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 less than $ 5 million and automobile liability and damage z 4-16d PER 2X8 STUD Insulation-Section R316 Y 9 0 Dwelling Unit Separation-Section R317 coverage not less than $ 2 million. The Architect shall be FA N FACE-NAILED 2-16d (SEE NOTE 1.2)1 PER FOOT Moisture Vapor Retarders-Section R318 named insured on any and all policies. > Protection Against Decay-Section R317 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous FLOOR FRAMING Protection Against Termites-Section R318 insulation at all perimeter sills. Site Address-Section R319 7. All wood in contact with concrete or masonry to be Wolmanized 4-8d PER JOIST Accessibility-Section R320 pressure JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 8r Asinle stationsmokedetector alarm device shall be installed 2-8d EACH END Elevators and Platform lifts -Section R323 9 BRIDGING TO JOIST TOE-NAILED Flood Resistant Construction-Section R324 in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE:-NAILED 3-16d EACH BLOCK 9. All bathroom without operable windows to be mechanically ventilated Foundation-Chapter 4 as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED resented to the Owner at the be completion or test hole, for alternative footing and foundation wall design. to P p tion of the job. � � c- BAND JOIST TO SILL OR TOP PLATE 'OE-NAILED)T3-16d PER JOIST 12. Plumbing Installation to comply with State and Local codes 0 Foundation Notes: and the sewage disposal system to meet Health Department standards. W ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. (n N 14. All work to conform to the rules and regulations of the New York 8d 6" EDGE 6" FIELD 8 poured concrete foundation wall, 8-0 high, 3000 # test g STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC / Energy Conversation Construction Code. All glazed area to be double Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing glazed and all exterior door to have insulated cores. 0 UJ 8d 6" EDGE 6" FIELD P 9 # 15. The insulation protection as indicated on these plans exceeds W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / 16"x8" poured concrete wall footings, 3000 test GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6EDGE" 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) the Code's minimum standards. z Q / 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 16. These drawings and specification are instruments of service and >> GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE 4" FIELD Damp proofing at exterior foundation below grade-Section R406 shall remain the property of the Architect whether the project for > 0 30 x30"x12" deep poured concrete column footings, 3000# test which they made is executed or not. They may not be used CEILING SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT on any other project except by written authorization of the Architect. 1 5d COOLERS 7" EDGE / 10" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth 17. Architect has not been retained for site supervision, on-site `J GYPSUM WALLBOARD inspection and certifications as required or requested by the Owner, Q WALL SHEATHING Foundation wall to extend a minimum 8" above finished grade contractor or local building department. All footing to be carried down to undisturbed soil STRUCTURAL PANELS STUDS SPACED UP TO 16" OC Sd 6" EDGE / 12" FIELD No footing shall be set higher than a 30 degree angle from any other footing 0 Pour no concrete on frozen ground or in freezing water. (- Provide 3 1/2' steel lally columns. UPLIFT - CONTINUOUS PATH CONNECTORS Backfill shall not be placed against the wall until the wall has sufficient cc strength and has been anchored to the floor above, or has been sufficiently USE SIMPSON STRONG-TIE CONNECTORS G braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND z 5d COOLERS 7" EDGE 10" FIELD Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT I W GYPSUM WALLBOARD / Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. CONSTRUCTION CATALOG C-HW02 Draftstopping - Section R502.12 z Q Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: W SS B28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-TieUJ V J Floor Construction: NOTES FOR SPACING Q 3/4" plywood subfloor, fasten per Table 3.1 WFCM. U210 2X6 Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE: W Fasten per Table 3.1 WFCM. LTP4 16" O.C. AT EXTERIOR PERIMETER AT EACH RAFTER Q 2-2x6 ACQ sill with termite shield and sill seal. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" FLOOR SHEATHING Finish floors per agreement. USE (4)-8d NAILS AT EACH END Wall construction - WFCM Prescriptive Method. GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS Wallframing and finishing shall be nailed and or screwed in accordance with SSP CONNECTOR AT 16" O.C. NOTE' 1' OR LESS 8d 6" EDGE / 12" FIELD WF6CMa Taablew2apand Section 4 USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING GREATER THAN 1" 10d 6" EDGE / 6" FIELD Overhangs as noted. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Vinyl vented soffits. MT:; 36, 16" O.C. Alluminum gutters and leaders. Siding: see Elevations. _ BOLTS AT 16 ON CENTER USE (4)-8d NAILS AT EACH END T/vek plywood sh FLOOR TO FLOOR CONNECTION USE: 1/2 plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. 1/2 Gypsum wall board USE (4)-8d NAILS AT EACH END Simpson Strong-Tie o 5/8 Type X GWB in garage. (2) layers GWB at fire partition P 9 T_ RAFTER TO STUD CONNECTION USE: 1/2 MR GWB in wet areas MTS 36, EACH ROOF RAFTER U210 2X6 �-- 04 At least one window in each sleeping room shall comply with the exit reqirements USE 8 16d NAILS AT EACH END of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST Z Note drilling and notching limitations in figure R602.6(1) for bearing walls and H7 EACH ROOF RAFTER » SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. 4-1Od x 1 1/2 U 7) 1 1/4" COIL STRAP - Follow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: PBS44A FOR EACH POST 16" O.C. USE 4-8D Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON PC44 FOR EACH POST Q �� SIMPSON H-8 USE W/ONLY 5 Underlayment application (Section R905.2.7.)nailing see table 3.8 � J MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL � ANCHOR BOLT (14 ) For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- BP-3 PLATE percent slope), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST 4'. U210 2X6 (EVERY STUD) STUD TOS underlayment • ATTACH T (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ply AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) of PS720 (ALIGN WITH JOIST BELOW) SIMPSON underlayment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 .� hold in place. HDU PORCH ROOF RAFTER TO GIRDER USE: Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, H2.5A AT EACH ROOF RAFTER 'r (14) SDS Ya" X 3" WOOD SCREWS o overlapping 4-1 Od x 1 1/2" ' 7" MIN EMBEDMENT u o o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. TYPICAL P 0 R C H DECK LEDGER cli � (SEE FOUNDATION PLANS A-3.1 AND For roof slopes of four (4) units vertical in (12) units. - _ A-3.2 FOR LOCATION) CONNECTIONS- -a - 1Q. (MINIMUM DOUBLE STUD) u Ice Protection (Section R905.1.2) r, '°°°A °•�' •° •. SIMSON STRONG - TIE underlayment in High wind (Section R905.1.1) O STU Y2 BEARING PLATE ' o' n » Flashing (Section R905.2.8) ti ° �'Q• o '° •4°' '° •° '' Ih` ° 1 1/4 COIL STRAP - 16 O.C. Chimney and firespaces - Chapter 10 DOUBLE 2X MIN. e' ° .'° •• ' a ",�' a „ Energy Efficiency - Chapter 11, see attached report rn ° .'° .•°�• e. '° Q' L`a Q' Q . '° USE 4-8D NAILS 0 EACH STUD, Mechanical - Chapter 12 FOR HEADER OR +� a General Mechanical System - Chapter 13 BEAM •° o•°d Heaitng and cooling equipment - Chapter 14 ■ n• a y^. a Q °. 41, °.•a �. ° Exhaust Sustem - Chapter 15 ■� Z e'A ' °•• DOUBLE TOP PLATE MTS30 ROOF RAFTERS Duct System - Chapter 16 Simpson Strong-Tie ° • ° ° ��o •°„ ° Combustion Air - Chapter 17 � a 7�'x :a�;'x°";•-�a ° .° . SSP Chimneys and Vents - Chapter 18 AT EACH POST o i' SEE PLAN go I Plumbing - Part VII .� a UU 1 3/4" (MUM ° EDGE DISTANCE •x•44 0 ••° HEADER Flood Zone - 301.2.4 FLOOR TO FLOOR LSTA21 ° ' ' Simpson Strong-Tie � U CONNECTION KING STUDS CS20 1'/a" COILED Yi' THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2---,, JACK STUDS OVERLAP AT EACH `V L co SIMPSON STRONG -- TIE STUD o SIMPSON STRONG-TIErn 1 1/4" COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER �+( o 16" O.C. USE 4-8D SIDECOVER ,v AT EACH ROOF NAILS AT EACH STUD RAFTER USE 8-16D :?" SILL MIN EDGE MIN OVERLAP IS 1 NAILS AT EACH END, JACK o SI L DISTANCE* 12" MIN OVERLAP PER RT2.5 - COMPONENT °` STHD8 •' �• ..... ' • ;?.�o•,§ SHEET N0. STUD TO ROOF RAFTER °° MIN EDGE FLOOR TO FLOOR Simpson Strong-Tie � •• DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. O1I/ERLAP IS 12 C 0 N N E C TI 0 N S. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS