The URL can be used to link to this page

Home My WebLink About43287-Z �oy�aOf s°uryol° Town of Southold * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46069 Date: 03/27/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1635 Park Ave Mattituck, NY 11952 Sec/Block/Lot: 123.-2-32 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/28/2018 Pursuant to which Building Permit No. 43287 and dated: 12/07/2018 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with partially finished basement, porches, stone patio and attached carport as applied for. The certificate is issued to: Anthony Lang,Louis Marra Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10--18-0094 3/12/2025 ELECTRICAL CERTIFICATE: 43287 11/30/2020 PLUMBERS CERTIFICATION: Thomas Azzara 08/07/2024 utho iz Si nature goFFat�. TOWN OF SOUTHOLD tiro coGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o. SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES' WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43287 Date: 12/7/2018 Permission is hereby granted to: Lang, Anthony . 535 W 23rd St Apt N3A New York, NY 10011 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1635 Park Ave., Mattituck SCTM.#473889 Sec/Block/Lot# 123.-2-32 Pursuant to application dated 11/28/2018 and approved by the Building Inspector. To expire on 6/7/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,638.40 CO-NEW DWELLING $50.00 Total: $1,688.40 Building Inspector c 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,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. November 45,2018 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 1635 Park Ave Mattituck House No. Street Hamlet Owner or Owners of Property: Anthony Lang Suffolk County Tax Map No 1000, Section 132 Block 02 Lot 32 Subdivision Q' Filed Map. Lot: Permit No. qM (� Date of Permit. Applicant: Due East Planning, Inc. - Susan Brierley Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 1�6. av u.� Applicant Sign e . pF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 Q sean.devlin(-town.southold.ny.us .c` � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Anthony Lang Address: 1635 Park Ave city:Mattituck st: NY zip: 11952 Building Permit#: 43287 Section: 123 Block: 2 Lot: 32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Davis Electric License No: 35489ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 37 Ceiling Fixtures 13 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 3 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Plug Mold 25' Recessed Fixtures 67 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Electrii Ceiling Fan 3 Combo Smoke/CO 3 Transformer Step Lights 3 Dryer Recpt GaS Emergency Fixture Time Clocks Disconnect Switches 57 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Mini Fridge, DW, W/D, Hood, Electric Oven, Gas Cooktop, 42 Circuit Panel- 30 Used, Ejector Pump Notes: Wiring of New House Inspector Signature:, Date: November 30, 2020 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annex �� , Telephone(631)765-1802 54375 Main Road Box 1179 • Southold, NY 11971-0959 D AUG 1 3 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD UUMDING DEPT. _ TOWN OF SOUTRO, CERTIFICATION Date: 0 6 ©7zo'q` Building Permit No. (s)A&Lr-amILy Owner: ZOUI S &po A a Am-*-AV /. (Please print) i Plumber: H (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 Notary Public, �� County AGNIESZKA RENES SOPOLINSKI NOTARY PUBLIC-STATE OF NEW YORK No.01 RE6334035 Qualified in Suffolk County My Commission Expires 12-07-20* v� S oF oulyO{o # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,NF'` 765-1802 INSPECTION [ FOUNDATION 1ST /46 [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (A ' �d DATE >41601 INSPECTOR OF50Ulyo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION' [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C ULKING REMARKS: ,w i -ro v►1 W�,QM. V Orl DATE INSPECTOR l y" ,/ o��,oe so�Tyol o # TOWN OF SOUTHOLD BUILDING DEPT. °`y�ourm��`'�� 765-1802 1 NSPE CT10 N [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS• �� u DATE ` INSPECTOR �q so # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION - [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _ 1 1>kY c DATE INSPECTOR ho��pf 50UlyO� Zb- 7 # # TOWN OF SOUTHOLD BUILDING DEPT. °y o 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 'FOUNDATION 2ND [ ] .INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [/ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE / INSPECTOR S0Uly0 �# TOWN OF SOUTHOLD BUILDING DEPT. �ycouxn ' 765-1802 1 N-SPEC C:N [ ] FOUNDATION 1ST [ ROUGH PL13G. ] -FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY` [ ] FIRE-SAFEMINSPECTION [ ] FIRE RESISTANT--CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM KS:. o-V-V V� -so DATE 3 INSPECTOR jY aq souls # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 1 N . [ ] FOUNDATIONA ST = [ GH PLBG. [ ] -FOUNDATION 2ND "- [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [' ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P O REMARKS:_. wvlvv v),_ c7 W I ev,W& soruv Fv4v� DATE 1 INSPECTOR SOUlyOlo `3 2-& 7 1 4: 3 5- TA-TZ tom. # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [` ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A/Ar I— �9,e"TQI C41s &V S-P45-�T—/ram Al 6� DATE Zd INSPECTOR �. "1 vs , # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm ' 765-1802 r INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND= [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Al [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFE TYINSPECTION ' [ =] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: . 47(hCl�- N&L 0) &OW4 vvxC �� (gRo ,gym �� C p46 DATE �' INSPECTOR MAR 13 2025 Building Departmrt Town of Southoldd 2020 NYECC Certificate 1635 Park Avenue, Mattituck, NY Building Envelope Insulation Ceiling: Above Grade Walls: Foundation Walls: Exposed Floor: 1 "Slab: Window Data U-Factor SHGC Mechanical Equipment Heat: AFUE= Type: Cool: SEER= Type: DHW: EF= Type: Builder or Design Professional Signature: Building Envelope Testing Infiltration: 1640.5 CFM @ 50 Pascals Infiltration Volume: 33,410 cu ft Duct Exempt Duct2 Duct3 Duct4 Total Duct Leakage within thermal envelope HERS Rater _- Signaturew . Thomas accarella Rater4: 3587347 New York Building Technology Group Test Date: 09/11/2024 E C E 0 U E MAR 13 2025 Building Department Town of Southold HVAC Design.Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 1635 Park Ave, Mattituck NY Anthony Lang 1635 Park Ave Mattituck NY 11952 516-857-9571 Prepared by:,Thomas Baccarei�a in accordance.with ACGA Manual] 8ih-edition V2 signature':' o gate''; 09/20/2024 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc: shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place,IVY 11764 Telephone:631 495-0289 Fax:631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 2785 NEW YOflK -r (B : Sep 03,2024 UILDING Date r Entire House By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 SUte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:www.NYBTG.com Project Information For: 1635 ParkAve,Mattituck NY,Anthony Lang 1635 ParkAve,Mattituck,NY 11952 Phone:516-857-9571 Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 26594 Btuh Entering coil DB: 75.9°F Outdoor design WB: 71.7°F Latentgain: 4190 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 30783 Btuh Indoor RH: 50% Estimated airflow: 1073 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer: York Model: YCG36SB21+CH36A34+TM9E060B12MP12+TDR Actual airflow: 1073 cfm Sensible capacity: 22540 Btuh 85%of load Latent capacity: 9660 Btuh 231%of load Total capacity: 32200 Btuh 105%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 33835 Btuh Entering coil DB: 66.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: York Model: TM9E060A10MP12 Actual airflow: 1073 dim Output capacity: 57000 Btuh 168%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. wrightsoft® 2024-Sep-2013:09:14 •M�.•o ."., ..�m m Right-Sate@ Universal 2024 24.0.02 RSU26095 Page 1 ACCK YBTGHOLDING\1635 Park Averue\7635_Park Ave.rLp Calc=MJ8 Front Door faces:SE Building Y Anal sis Job: 2785 NEW YOpK Data: Sep 03,2024 .fie DING �BUILo�:°`°" Entire House By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrjbtg.com Web:wAw.NYBTG.com Project • • For. 1635 ParkAve,Mattituck NY,Anthony Lang 1635 ParkAve,Mattituck,NY 11952 Phone:516-857-9571 Design Conditi6ns Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range ff) - 15 ( L ) Method Simplified Wet bulb(° ) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Component Btuh/f F Btuh %of load Walls 3.6 6804 20.1 Glazing 13.5 10139 30.0 Walls.", ventilation Doors 0 0 0 Ceilings 1..9 3877 11.5 Floors 0.9 1832 5A "` Infiltration 1.6 3269 9.7 Ducts 1625 4.8 Piping 0 0 Infiltration Humidification 0 0 Ventilation 6290 18.6 Glazing Floors Adjustments 0 Ceilings Total 1 1338351 100.0 Cooling Component Btuh/ft2 Btuh %of load Walls 0.6 1029 3.9 walls ventilation Glazing 19.4 14544 54.7 Doors 0 0 0 Ceilings 0.7 1494 5.6 Internal Gains Floors 0.1 227 . 0.9 Infiltration 0.1 288 1.1 Ducts 452 1.7 Ventilation 1039 3.9 Internal gains 7520 28.3 Glazing Blower 0 0 " E kr � Other Adjustments 0 Ceilings Total 26594 100.0 Latent Cooling Load=4190 Btuh Overall U-value=0.064 Btuh/ft?°F, Window/FloorArea=31.3% WARNING:window to floor area ratio=31.3%-more than 25%. wrightsoit` 2024-Sep-2013:09:14 �� ^�°•r ^-w�•-•••^a� Rigk-Stite(DUrrversa1202424.0.02RSU26095 Pagel YBTGHOLDING11635 Park AvenEY1635_Park Ave.np Calc=W8 Front Door faces:SE Load Short Form Job: 2785 NEW YOflK (BUILDING Date: Sep 03,2024 Entire House By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 suite B,Miller Place,NY11764 PMre:631-495-0289 Email:Tom@rrybtg.com Web:www.N1BTG.com Proj6ct Information For. 1635 ParkAve,Mattituck NY,Anthony Lang 1635 ParkAve,Mattituck,NY 11952 Phone:516-857-9571 Design Ififormation Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 56 9 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make York Make York Trade YORK BY JOHNSON CONTROLS Trade YORK Model TM9E060A10MP12 Cond YCG36SB21 AHRI ref 203324411 , Coil CH36A34+TM9E060B12MP12+TDR AHRI ref 213320035 Efficiency 95AFUE Efficiency 11.8 EER2,14.2 SEER2 Heating input 60000 Btuh Sensible cooling 22540 Btuh Heating output 57000 Btuh Latent cooling 9660 Btuh Temperature rise 48 OF Total cooling 32200 Btuh Actual airflow 1073 cim Actual airflow 1073 cim Airflowfactor 0.039 cfmBtuh Air flow factor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Cig load HtgAVF CIgAVF (ftz) (Btuh) (Btuh) Mm) (cim) Bedroom 2 181 3232 3118 126 131 Bedroom 3 188 2541 3020 99 127 Entry 166 2488 1266 97 53 IGtchen/Dining 441 5447 5960 212 250 Living 356 3208 4854 125 204 Pantry 48 141 37 6 2 Powder 39 115 30 4 1 Main Bath 77 856 764 33 32 Mstr Bath 96 1419 1691 55 71 Master Bedroom 336 4461 4599 174 193 Hall 98 249 71 10 3 Laundry 371 3388 144 132 6 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2024-Sep-2013:09:14 ^'� •M°•�°-�ww. .,�mam Right-Suite@Uriversal202424.0.02RSU26095 Page 1 ...YBTGHOLDING\1635 Park Averue\1635_Park Ave.rtp CaIc=MJB Front Door faces:SE Entire House d 2396 27545 25554 1073 1073 Other equip loads 6290 1039 Equip.@ 1.00 RSM 26594 Latent cooling 4190 TOTALS 2396 33835 30783 1073 1073 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -+ - wrightsoft- 2024-Sep-2013:09:14 .M�•k•d .wn.•.�-wr Right-SLite®Uriversal202424.0.02RSU26095 Page 2 YBTGHOLDING\1635 Park Averw\1635_Park Ave.rLp Calc=W8 Frort Door faces:SE Project Summary Job: 2785 NEW YORK BUILDING Date: Sep03,2024 Entire House By. Tom Baccarella New York Building Technology Group 159 Rt25A BUldirg 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtq.com Web:www.NYBTG.00m Project Information For: 1635 ParkAVe,Mattituck NY,Anthony Lang 1635 ParkAve,Mattituck,NY 11952 Phone:516-857-9571 Notes: Design Information Weather: Brookhaven,NY US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2013 Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 25920 Btuh Structure 25102 Btuh Ducts!R-6.0) 1625 .Btuh Ducts(R-6.0) 452 Btuh Central vent(102 cfm) 6290 Btuh Central vent(102 dm) 1039 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33835 Btuh Use manufacturer's data y Rate/swingg multipplier 1.00 Infiltration Equipmentsensible load 26594 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 1415 Btuh Ducts 556 Btuh Central vent(102 cfm). 2219 Btuh Heatingg Cooling Outside air Area(fit) 2396 2396 Equipment latent load 4190 Btuh Volume(f 3) 21179 21179 Airchanges/hour 0.15 0.08 Equipment Total Load(Sen+Lat) 30783 Btuh Equiv AVF(cfrn) 53 28 Req.total capacity at 0.70 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make York Make York Trade YORK BY JOHNSON CONTROLS Trade YORK Model TM9E060A10MP12 Cond YCG36SB21 AHRI ref 203324411 Coil CH36A34+TM9EO60B12MP12+TDR AHRI ref 213320035 Efficiency 95AFUE Efficiency 11.8 EER2,14.2 SEER2 Heating input 60000 Btuh Sensible cooling 22540 Btuh Heating output 57000 Btuh Latent cooling 9660 Btuh Temperature rise 48 OF Total cooling 32200 Btuh Actual airflow 1073 cfm Actual airflow 1073 cfm Airflowfactor 0.039 cfm/Btuh Airflowfactor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. •Fid- =ightsoTt- 2024Sep-2013:09:14 •^ Rigtt-Suite®Uriversal 2024 24.0.02 RSU26095 Page l ACCA ...YBTGHOLDINGN635 Park Averue\1635_Park Ave.rLp Calc=MJ8 Frort.Door faces:SE AED Assessment Job: 2785 NEW G Date: Sep 03,2024 YORK BUILDINEntire House Y B Tom Baccarella New York Building-Technology Group 159 Rt25A Btildlrg 1 Stile B,Miller Place,NY11764 Phone:631.495-0289 Email:7om@rrybtg.com Web:www.NYBTG.com For. 1635 ParkAve,Mattituck NY,Anthony Lang 1635 ParkAve,Mattituck,NY 11952 Phone:516-857-9571 D- • • • • Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor. Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5. dst'f6 � • - •uate Exposurebiversi Hourly Glazing Load 1 e,000 16,000 14,000 12,000 10,000 8,000 6,000 4,000 2,000 0 8 9 10 11 12 13 14 is 16 17 18 19 20 N°m°I My / Y /Avaep9 /Am Fil Maximum hourly glazing load exceeds average by 53.5%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 2652 Btuh (PFG-1.3*AFG) wrightsoft® 2024-Sep-2013:09:14 A-*� w�- �•mw• Right-Stite®Urrversal202424.0.02RSU26095 Pagel YBTGHOLDING\1635 Park Averue\1635_Park Ave.rtp Calc=WB Front Door faces:SE NEW Right-M Worksheet Job: 2785 YOflK IBO�IDIN Entire House Date: Sep 03,2024 By. Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Scits B,Miller Place,NY11764 Phore:631-495-0289 Email:Tom@rrybtg.com Web:www.N1BTG.com 1 Room name Entire House Bedroom 2 2 Erposedwall 270D It 27.0 ft 3 Room height 9.8 It d 10.0 It heaV000l 4 Room dimensions 12.5 x 14.5 It 5 Room area 2395.8 ftz 181.3 T Ty Construction U-value Or HTM Area 2) Load Area (tl=) Load number (Btuhd-'F) (Btuhlff�) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NAS Heat Cool 6 12F-0sw„ 0 065 nE 3 66' S A 483 , x,6458 L, 1674 � 357 0�"�'�0'� "'J 0 -, 0 ..D1tWind _ 0240.._npa.;«M 13.5.1 1623_ 25 _� 0 338� _ 457 W 15613-0wo6 0.093 ne 3.61 0.19 128 128 463 24 0 0 0 0 12F Osw1.6fi 6 149 9 7 1 25: 11 Dftnd vk x 0240 se 5 13 51 9.84 Z3 -�ti19 ti 304 221 0 < 0 0 w 0 DttWind ,� w,+ 0240 se; 1351 12,01 -271� 19 365 D1lWind - ��•{,�0240�se -�13,51: 12,0I!d "?26 J56 4< 3040 _�f�27.0211378` 1520 1351. w _ 15B13-0wo 6 0.093 se 3.61 0.19 234 234 845 44 0 0 0 0 s a D1lWa ° 282 � 10 273204 1250 dkawA25"�. ° 4570 `+ 08 w u76 1 0`ind 240 �sw' 1351 `° E40 ,Lsw_13.51,15,05�_ 125_ :63 1689 1881. 0 ?&.ns_0.;__..._..�0 Q W 15B13-0wo 6 0.093 sw 3.61 0.19 128 128 463 24 0 0 0 0 \� 12F Osw 7 0 065 nw' 3:6fi; 0.713 ; 465 215 781,r `.7 168 '' p b 776 'd G D1t find 0240_.nw- 13.51 1829 "250�� 0 �3378- ''' 4572 0 � . 0'. _ 0 '�0, W 15B13-0wa6 0.093 nw 3.61 0.19 234 234 845 44 0 0 0 0 18A-30ai. t;0.034 T V4 C ..A,`, �1.91* s 0:74 :..20252025 3877 '� 1494 F __,19C-30c gm 0.034 0.83 014 1655 1655 1373 « 227 M 181 181 150 25 F 124; c' - '�("m^t�+ "T"X"�-" � ^e ». _.,w,sr�. °•�,_...�"';"f''�-aa^'grr r.s �_....<.� «k� T� ^---.� -.» :-,-.�q - hu...:v <b,—m•,r'"'"`,_ �-yj;k ".�`,. =a= 7 ZZ= --•^.^. v-C� � - _ � £s,^». �r,p�.:,r-�.��,+T "" a -: �-a ��q�, iim:,l, �;" �"�'�"..'"` "Y -d-�s wm-6-„`�. 'FL"" ,-"y 7..._ 7 _y .>�, , t.' "` .-»......,.W.T .�...._.,-. .....�.......... ...,-..�...,.�x,-.....sue+..,-._ ,_�...,.a.:a.._ .<.., ....u.....__ ......_._.... __ ... ..,..- .. .,�.......-.......x..._....._.�, _..r. ...�.:.,. ..w. 77 s rjs-.M -------,-,.•,,. _ C w °s-' a^^^. ¢,. AE- .,,�c«'; ,. "'` .<�"r,`* bs a sr�^+=""21^'TM*,^^-^- ,Am,^rr- "..-"Y"",°"'..'», "177 w...e-.« S.:a [.+.i..._. -..�-... ..E.v «.-�.....x ...tea, �.5.'�.c..._..r_L,.e....s..........a.w. 'r...d ..:,-m.t`L:.s ..G:.....•k�...,,s,�.,.....,i: ax..,,R....s,T,,....,.,.,..o-i.';« ,w......, 1 ,...�".�w a5 °r .2w,,+,:.....".,.,. ., . :.ma„'k'Y�a,a�',�: .v .w..fa,.._,.,cci,>._.._., ',.e. 61 c)AED wcursion 2652 343 Envelope loss/gain 22651 17294 2594 1975 12 a) Infiltration 3269 288 421 37 b) Room ventilation 0 0 0 0 13 Internal gains: Ooarpants @ 230 4 920 0 0 Appliancestother 6600 1050 Subtotal(lines 6 to 13) 25920 25102 3015 3062 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25920 25102 3015 3062 15 Ductloads 6% 2%1 1625 452 7% 2% 2171 56 Total room load 27545 25554 3232 3118 Air required(dm) 1 1073 1073 1 126 131 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrtigtitaoft� Right-Sute®Ury 2024-Sep-2013:09:14versa12024 24.0.02 RSU26095 Page 1 YBTGHOLDINGM636 Park Avene\1635_Park Ave.rp Calc=W8 Front Door faces:SE NEW YORK 9UILDING Right-J®Worksheet Job: 2785 Entire House Date: Sep 03,2024 New York Building Technology Group By: Tom Baccarella 159 111:25A Building 1 Suite B,Miller Place,W11764 Phone:631.495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bedroom 3 Entry 2 E)pOsed wall 16.5 ft 28.8 It 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 12.5 x 15.0 'ft 1.0 x 166.4 ft 5 Room area 187.5 iF 166A ftz Ty Construction U-value Or HTM Area (fF) Load Area (ft) Load number (BWhHI;°� (Btuhffl) or perimeter (ft) (Btuh) or perimeter (ft) (BWh) Heat Cool Gross NIPS Heat Cool Gross NIPIS Heat I Cool 6 12FOsw ` .0'065 ne:- " 3.66, 076 15 15 55 12 135 135 � 494 105; DfWiind ,I,,_ s__ ,...=Q240-sne_ 13.5.14L 1829 .. �0,".W.M.� O 0 a. 0 _ 0: W 15B13-Owo-6 0.093 ne 3.61 0.19 0 0 0 0 0 0 0 0 12FOsw y0 065 se!; 3 66 0;7$ 150 38 7 137 304 A 65 � � ; 11 DflWind e0240 set 1351, 984 0 , 0 0 23 19 304 221, ti _ DfWind 0240 se' 1351 12.01 0 0 0 0 27 19'. "365 324' DftWind�; _ 0240 use" _13 57 _W.12.01„ 113 �.�. 8 1520 _ 1351, _ 0 ° '0 _0,W. 0. W 15B13-0wo-6 0.093 se 3.61 0.19 0 0 0 0 0 0 0 0 92FOsw 006� sx" a 360' 0.7$ "`-+`'"�'0 7 0 " 0 m1" m 20;20= 73 1d �bftWind� # ,0240 'sw P�Y13b1 a 2286 vp�,o a it fl �y 0 a p a h 0 a 0 DtlWinsl b240 snr 135'�r 15p5 0 �0 0 0 0 0 0 Q W 1013-0wo-6 0.093 sw 3.61 019 0 0 0 0 0 0 0 0 12F Osw '��'� 0.065 nwd 3 fifi 0 7$ 0 0 �G:�D11Wlnd�_ . 0240rmts 13.51i_. 1829. 0 0 L_ 0 0 W 15B13-0wa6 0.093 nw 3.61 0.19 0 0 0 0. 0 0 0 0 C 18A.30 0:034_:L" w 191 0'74 188 188` '' °V359 {38 P _ _. _ 166 166318 Z '123: 19C 30cmW 0.034 0.83 0.14 50 50 42 7 17 17 14 2 F 21Q 28t u.� 0:022 _-a 12(=Obb=0= 3._._._=0��`0. 0=,_:d, Q. a -�—•-»-,•-^�..»..._«_a�.`�t....�w.,..:as.�i..euM«4.?w.. ',,`�'�'�� .. .......�ww_z .»}....+,...Swwr_aiYu_...._+:_....x+1.d....._v..wi+ �:. .._r. AL .",,z,.. ��.:�.4i�s .._.e. *.,.�..r.a - .......__...� .✓k:. �":..a+.,....-5:5.a.. ...�,.. Yw»,w -�.�...,m..u...».a. `� a_,.. � a,......._,ra�..Ws_...�s.:;�'.�zW...%..._........'_G° .,...e .-...� _......( .,........._.«.....a...�...�n'.:Nr _¢..... ......_w .,�..,."..u'L'� g..f.._2.,..�a._. .,....... a.aa...:-8...+w_.... r`.�" .,....tw ' -wa .9,a. na Sp . $M : �„ ,. . :`.u. . z .m3L::.. ^"'�.�:t:."Kb:a•,.,,�.".^,_.... ,-4 "7`px ...._.w-YUb.:x..a D .-.vw.=Wit:. �„a'"S".:.,"".p T,�"."fi» ,..D ,<^.,.,- x'„`"" *t, .7„.. .,- 3 m;•t"ry"G"w�i r. ^'tea .'.r..p'^ w "'"^,y ., x"s�' .E✓fia::: n>��.e�w..w:sa .,..a'.`�' ..'k.,�.;r.. ,..,.43«._..-.....,..«:'"...3`«'..�:.d ,tea ws�.-:-..__._,.•..._.....-.o x`" _W,.v.�,.. _.,.� .,�. +,� c�:.va._.r.�..�..' ._».. .__ ��i. .....Py"§` .»..�,....__,..��'s.�.w��"j.�.�I' �'''i ii'1�x_�F'�i"i ... _:..��+'a��", ",.,wTd"�`_.�_i�'"�, 5z,;; "�t,• y �'` r"�'h,s<s s „'^r+,i"}'"i ALP i:" .«..:_;,;'""'z i "` " ».,,...........�....,-. _,.s_...`.ai¢_.s... .�,_.,;o-...,.:,.a3. _. .:xis`-. ....._.. x..�'''':..._..., �._..... .......M,... '',...= �". y Y { a+ a :wa ' 6 c)AED excursion 3561 118 Envelope loss/gain 2113 1894 1873 974 12 a) Infiltration 257 23 448 40 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Applianoeslother 1050 0 Subtotal(lines 6 to 13) 2370 2966 12321 1243 Less e)demal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2370 2966 2321 1243 15 Ductloads 1 7% 2% 171 54 7% 2% 167 23 Total room load 2541 3020 2488 1266 III Air required(dm) 99 127 1 1 97 53 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrYgFstaoTt^ 2024-Sep-2013:09:14 Right-Suite®Urrversal 2024 24.0.02 RSU26095 Page 2 YBTGHOLDING\7635 Park Avene\1635_Park Ave.np Calc=MA Front Door faces:SE NEW Right-M Worksheet Job: 2785 VORN ..'. IR U�ID�N D Entire House Date: Sep 03,2024 By- Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name IGtchenlDining Living 2 EVosed wall 46.5 It 15.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heaUcool 4 Room dimensions 33.3 x 13.3 ft 23.8 x 15.0 ft 5 Room area 440.6 iF 356.3 f Ty Construction U-value Or HTM Area OF) Load Area OF) Load number (Btuh/ft{°F) (Btuh&) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) VV�� Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 13 6 Mind— _ _._�..A004903 ne_ 13.6. 1019 4-_ O_ ��0—L 13 O 0 �� o �:0�, D�O �o. 12F-Osti::S A 065 se. r 3.66! a 0:78777,7,170 0 6 777T;7—"O 70 11 `DftWrnd , a 0240 se' �'13.61' 9.84 0 0 0 �w 0 �0 0 `0 0 DftWind 0240 se 13.51 12:01 0 0 0 0 0 0. 0 'r 0 _DftWmd -. _ 0.240_°se. �13.51„�, 12.01 0__._ ,._,..0 w _0 0 0�� 0 w 15B13-Owo-6 0.093 se 3.61 0.19 0 0 0 0 0 0 0 0 12F-0sw 0065 sw 366' 078 �0 DftWind 0240 sw.s 1351: 2286 r'0 s .,A 0 0 ' 0 a 0 0. 0 RitVllind__ ..0240.,_sw_1351 _15;05_.— 0 R_0 0 9 Q' 0 13-ON.a6 : =0 W 15B _ 0093 sw_ 3.61. 0.19 0 0 0 0 0 0 0 0 N1 12F Osw 0065 riw: 3.66 0.78 133 8 27 �6 7, 150 7, 25 91 720- L—G.DftWind --_ _....,-0240_riw-,'_-13.51. 1829- 125— :Lm_0 _�689 w--2286 L�25-'' _ 0 1684 2286 W 151313-0vw6 0.093 nw 3.61 0.19 0 0 0 0 0 0 0 0 d 18 �A30ad _„ 0 034.. m 191?= 0.7_4 4 31 ` `441 843 : 325�. . ` .7 " 356 "- ". w F 0034 m 0.83 014 401 ,401 332 55 356 _356 _ 296 49 0' `°7— A 7-77 _..:..e_..,.�,.�.._,. ...: ... ...a...�,:;...3._ c?.: F�c.«,.......,._. ., :a'......,.s .._"..":.w. .,..u... x.c.,r.` ..w..!.bk..... ,_t.:.d .«.. _.a. .»..W. -...._....sE.t..�..._,....- .-......_.�. «..a....,._.. -....-. ...,.�.._.. _ �..v.. "'''""....,`""Cray-----^.7_--- .- ,"... .�.. xi^--s :m -.,�-•--�cs'- ;•x--'-" a """`"�,, "^,,'-^, _"_ ��, y; .... .'a�.,�.-.�M�.s .�_ ,..«:uas�»..� � _...Hsi„_..- _.»�.�....;.....n.?��.�"_ .w..»�.�.��.�._..�„��,-.,,.,�..�,..! - : Z3r ., �... EMT-1 H. . L. .._.....: -77777 _...t7:....,..- 7, a..,...° Vie.-a.:.=.. ' .:..F.x« �,..........5.... 6 c)AED excursion 21 390 Envelopeloss/gain 4355 3390 2758 3007 12 a) Infiltrafion 725 64 234 21 b) Roomvenfilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 3 690 Appliances(other 1 2400 1 1050 Subtotal(lines 6 to 13) 5081 5853 2992 4768 Less e)demal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5081 5853 2992 4768 15 DuctloadS 1 7% 2% 366 106 7%1 20/6 216 86 Total room load 5447 5960 3208 4854 Air required(dm) 212 250 1 1 125 204 Calculations approved bVACCAto meet all requirements of Manual J 8th Ed. +- wrlgF�tsoTt� Riglt-Suite®Universal 202424.0.02RSU26095 2024-Sep-2013:09:14Page3 YBTGHOLDING\1635 Park AverLAI635_Park Ave.rp Calc=MJ8 Front Door faces:SE NEW YORK-&!11.��!.N� Right-M Worksheet Job: 2785 Entire House _ Date: Sep 03,2024 New York Building Technology Group By: Tom Baccarella 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Effoi[:Tom@rybtg.cort!Web:www.NYBTG.com 1 Room name Pantry Powder 2 Bposed wall O ft O ft 3 Room height 10.0 It heall000l 10.0 ft heaNcool 4 Room dimensions 6.0 x 8.0 ft 6.0 x 6.5 It 5 Room area 48.0 ftz 39.0 T Ty Construction U-value Or HTM Area. (T) Load Area OF) Load number (Btuh)fI---F) (Btuh/IF) or perimeter (ft) (Stuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 »0065 e '3:6fi 0.78 ;0 r O r r Fµ ,0 e 0 r 0 r p z t,,,R, .._v„0 �3W7776 _ DUnd 02 1 _ne ,, 93.51, 1829 "°x0 _0 'r 0 _ � u0 0._ 0 W 15B13-0wa6 0.093 ne 3.61 0.19 0 0 0 0 0 0 0 0 x 12F-0sw ux v 0065 se 3.66 078 0 : 0 - r0 0 0 0 0 U 0` 11 DitWind a z,r eQ240 4 se; 13 51? ti'9 84 p0 �0 e�s 0 r n 0 0 �p r <0 0' :D1tWind -' 0240 set 1351' 1201 0 0 0 �0' 0240 .,_12:01 �� -0 U. =0; W 15B13-0wo-6 0.093 se 3.61 0.19 0 0 0 0 4 0 0 0 0 12F-0sw 0065 soV 36f3 07$ 0 ;;40 a» 0 U 0 fi R 0 / 0 0 DRWInd V 0240 s sw; 1351 2286 '0 0 00 ��„E �0 ai , 0. 0 0 Dnd 0240 _sYi,, 13.51.„, 15.05 0 0 0��+� 0 .= 0 W 15613-DA" 0.093 sw 3.61 0.19 0 0 0 0 0 0 0 0 12F Osw U 065 s nw 3 66 0.78 n ;w0 T "0 0 8 }� -, + ,,.,. ,rain . �- i r �. a tii i arti s k �DttWind :�{, _ .�,.,,:.:_0240_nw.;13:51(a �1829 _z.__ 0t_0 4 0 ,.. 0_. 0 0 0 0. W 15B13-0wo-6 0.093 nw 3.61 0.19 0 0 0 0 0 0 0 0 C=r 18A Oai» _ 0 034 k 191,':;._._.0:74, 48 92 ' 35`, 39 _ 39; 75 w 2R F 19C-30a;m 0.034 0.83 014 48 48 40 7 39 39 32 5 ' "- •�—"` a' rs';-'"--,,.. a'-°4 �y..,,ti�. & m tl .a9ta��'. �t:L��`....,..^'�..�»,.a,�7"� ,.,.,x...,a.:Mi.. ,,.._a.,a�....�..., _x..,.i ,.., _.rc.,..,,w...,,..,...,ar w,«t�,„`s., :.:.:a�: °"t,.w..Y�..w;..t1G:L-xx,�.,�...s. .,.�,e!.w�.........5...�,�.;....,...,.J...w_:w�_..__�..a«3»...>....,,:.,:u,'a:.w.:;:..�.:,#•.:,�.x..,:»i-,.;.,:s.a...w'::5...��aa. ...__._."tm.;:t�.........�._a .._. _...a.s.. _ ..a.,......._.....a.•...._. ..:fir rc.::x�,=»,._._.L...:.xe-.. ^' -.�• ".„"*`"F `v y Via.._".,"_�"�+ ,'nfr ...mac'.'.".av .:? _ .�.._._ _....._....w,:^s.,,._.......,,w.x-.,....,.......s.-...� a .�:v,......,..»...�'a,.. .,.r 'u...,.,_wi.<,...:.k ....n..�uj2't.w... ...�..:�s...,� -s_.L..,...,au._,,.:i�:�..,,.1..........7.2:;,',..�...x.... .'�s......,�......... .......r.._. t »• .s:s" r, �... t»V`- a. .rc '. ., »;:''�.i _" ""'``','` --n .ice:;r ....... ..� ,..,,�..w��4y n�-�'•..�m+,�"�„�„ ,�;-c�., $ .,srw^ Eg'7 c"�"m:li yr'nasTM.r;�^• � -�m�� m"""^M.,� '• re� . mx aq-» ^ �:�,•� - � ..;,_......_ >w iiu.-.r.�._..« sa.w._.....,..`.J _ua.a.d..wOrS.S'sara_ -.+.w...-r A.z..�t' ..•J._"-...... .�w.m.'_.^�.,.xtlJ.1...^.._ra.-a. tv.? ..:3..w....v:......_`. .....r.m.-..t M2=M'r's .,=.,w ;a =..Rad=f=zfw=E .:E�s, 511 6 c)AED excursion 1 -5 -4 Envelope loss/gain 132 37 107 30 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines6 to 13) 132 37 107 30 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 132 37 107 30 15 Duct loads 7% 2% 9 1 7% 2% 8 1 Total room load 141 37 115 30 Air required(clm) 6 2 4 1 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - - wrtgtrtsolFt"'..m..� Right-Suite®Uruversa1202424.0.02RSU26095 2024-Sep-2013.09:14 Page YBTG HOLDING\1635 Park Avene\1635_Park Ave.rnp Calc=W8 Frort Door faces:SE Right-J®Worksheet Job: 2785 NEW YOB[ IB UIJiD,N c Entire House Dale: Sep 03,2024 By: Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Main Bath K tr Bath 2 EVosed wall 7.0 ft 10.3 It 3 Room height 10.0 ft heaU000l 10.0 It heat(000l 4 Room dimensions 7.0 x 11.0 ft 6.5 x 14.8 ft 5 Room area 77.0 ftz 95.9 it= Ty Construction U-value Or HTM Area (ft`) Load Area 011) Load number (Btuh/ft-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NAS Heat Cool Gross N/P/S Heat Cool 6 t x z12FOsw c 0065 ne 3.66 * *078 `."' ,.'�..'4 0 '7 G 0"' 0 0 - ' 0 :, 0 DilWind._ _. 0240 v.ne.4_ 1.3:51:_ 1829 _ 0 �.,0 _0_tea u0 wa W 15B13-06 0.093 ne 3.61 _ 0.19 0 0 0 0 0 0 0 0 12FOsm - '6.065 se• a 366' M 0 < 0 "' 0 0 7 38 36 11 DftWmd4W 0240 se§ 135t 9.84 0 i is TMi0 t 0 t 0 4 °a O A r 0 tr 130 20 DftWind 0240 sea, r 1351' 12.01 0 D s DfWnd 0290_se_ 13.$1� _ 1201_. _ VU 15B13-0w 0.093 se 3.61 0.19 0 0 0 0 0 0 0 0 12F-0sw M 0 065 s 3 66 0 78 x 70 48 174,7, 512 43 9 �DtlW nd ';€ 0240 sw; 13 51 22.86" �23 0 '304 514 �p 53 p®F 721 1219. Df&Vlhd__.., , 6240._suv�_13,51 >».�,.-15:05 0 0, �`_. 0 W 15B13-0wa6 0.093 sw 3.61 0.19 0 0 0 0 0 0 0 0 12F Osw 0 065 nw 3 66; 0.78 K 0 S 0 , 0 x 00 0 0 d 4DilWind t=n :..a _` 0240 nw. ..�,13.5,1 • 1_'�182'9. :0 «emu., .0 _0 �,_v,.�,_.0_ s. '0" w "*{0 Az 0�., 0 W 15B13-0wo•6 0.093 nw 3.61 0.19 0 0 0 0 0 0 0 0 C;=.�.�,_18AWOa1 ..�.��.._.. 003.4_..�._..�.; 1;91,.....,_.0.74�_.I 7 �`:77,_.,,_.:_.147..._.__'_.`_ R�e�_..__...,- ==§6:v___D:- .' . .;`71: F 19C30oM 0.034 0.83 014 77 77 64 11 96 96 80 13 xF .,: 21A.28t ._ �. .. w9022 Tw ..u2l12 =06 _ ��0«, 0�. ��-a',0E? 0 MTTD 717. 0 12MIV. .,..w k.� ,.a..;.,6.:. �......._ .,«v..«s„x« �...we;: „,.�s.; `�....., 'x.." _<z..,,..........;°.�s,.ttu,..:.,:..`'•su = a a',tiv..!...'._...s,...,.,..�..,�<.«,_....:.,.,",x;.. s...,_..ac....F«.:: .:m.1a..........,w . .......�... ....ice.. -.. rM..._>..�....at....:..��..M„ � _.;r.:: ....-,,.. ': ...._�.,.. .,..,>7.».�.,. .i t.........".L:a'`.a"�.. ' .. ..',`�«.'x;....... .»:...,.-"-�.�.- 1:2�.,..�r.�,'c'. 4 _.... .»�:.7 ....., d :..,..:,.,.kax `: «.�p_.�.._._ _...�._ .N..S..LM 5......,.....o 'a.::..w..�..:»w.''°.«.c,.. ."max.......wu..au _ .....,.,...».:. .gym.." ......_a�a...:a«. ..a'»....s, ., + C fl .tM ^i•^s.•^,^.• n ., p" yY �& r,^Srwk.�.. '�C > .i.w_m'n...`.:�:._.r&..:.1'!....�.:.�....u.,..,. .. -_ rr` ....i....•.i`: n;Fq,.,..".�,,,.'�'w s M"..7.-7""_...z F_ ._ ... . E '' w,. ..-x`..`'3....,,_.?._.2w, ._ ..� ..,.„.... .....w., :: .�._._'..•' '^a =22f,^'",F 7,-" -". ,^�'-.' « - - '-- - 61 c)AEDexarsion 122 305 Envelope loss/gain 689 741 1164 1646 12 a) Infiltration 109 10 160 14 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes/other 0 0 Subtotal(lines 6 to 13) 798 750 1323 1661 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 798 750 1323 1661 15 Dud loads 1 7% 2%1 58 14 7% 2%1 951 30 Total room load 856 764 1419-V 1 1691 Air required(dm) 33 32 55 71 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _i. Wr!9tit:gRof*:^ 2024-Sep-20 13:09:14 A98A Right-Sote@Urrversal202424.0.02RSU26095 Page YBTG HOLDING\1635 Park Averue\1635_Park Aver p Calc=W8 Front Door faces:SE NEW YONK m'.'. m RighW@ Worksheet Job: 2785 "°`° Entire House Date: Sep 03,2024 New York Building Technology Group By: Tom Baccarella 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Master Bedroom Hall 2 6posed wall 38.5 ft 0 ft 3 Room height 10.0 It heaH000l 10.0 ft heatl000l 4 Room dimensions 1.0 x 335.5 ft 1.0 x 98.0 ft 5 Room area 335.5 it= 98.0 fF Ty Construction U-value Or HTM Area Load Area (iF) Load number (Btuhd',.'F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12FOsw f k ,.0065 neg 3,68 O.Z8 0 �E 0 0 t 0 t a 0 y 0'. 0 °id DitWind 0240 OeS 13.51 1829 O+ i i 0 U 0. a,n 0., i0 W _ 15B13-0wo-6 0.093 ne 3.61 0.19_ W. 0 0 0 0 0 0 0 0 12FOsw 0 065 se 3 66 0 78 ;'.0 0 , p 0 0 0 0 0 r rts m %^ x� r€ v F e v}vU t t t 11 DiiWind ,0240 sei a �1351 9840 t��€� u0 0, 0 + Q . DifWind „'> 0240��se, r 135t 1201; + 0 a 0 0 0 � 0 , 0 0* 0 '0 DftNliOd 0240._se 13.51. 12.01_ 0 0 0 �,e U W � 0� , 0�r _� �Q_ . ' Q W 15B13-0wa6 0.093 se 3.61 0.19 0 0 0 0 0 0 0 0 0.065 Z sw f 203 „rx78 tw284 60 0 + 0 �00 Ind W - 1561 -0wo-6 L a+009 swg 1361 d 019 0 O "1680 t 1880 O €,O 0 Oe ]2F-OsW 0.065 nW 3.66 6..78 183 ,183 668 142 �' 0 0 0 0 I-GDflWind ,:.._ ...�''`0;240-`nwM 13.51' 829..Y.._:w�,K` ,-, W 151313-0wo•6 0.093 nw 3.61 0.19 0 0 0 0 0 0 0 0 C- 18Pr30aim . ' 0:034_ _ 1.91 O.Z4936336 `642.w=248 a 9898 i188 , _ 72 F 1.9C 30cswp 0.034 0.83 0.14 336 336 278 46 53 53 44 7. 4.022 s,.....,..'.s.:....a,1.24,x....,.,,0.00 ....,.,_..��...-0 :..��;0:S*�.+..,.. �...0 k.�.,�.��. ..__ .,.s._a.�..ra....0 , w 0 :=Z=K.. _ i'..z�.DO €.777-7-777 �n."e._ .»:�..�...,,..._ spa,t? r.5, __.._._....s._«.v.. °5 ._....,..-_ ._..s._..s. ._.._� -,`, _ -..-... ,.'�";"'...°. c ry ,....�^r;--•.---.-..�. ._x.°... _. ...t..�.«.v.,,.......,..s.«.r..,,.,, ...........a..b � -.x. a..k.,.:-.a._ s.....vG.a .,�..xa.......�� .r.....«..d �.... .s.t.� ..a.�.a...e ...,....° ,.»`.(."...aa .«.Sw.r�.-,.tiz.TnTC ...�..««.....t$a...,,. ......,._.. ..�.._...-..� -�' ..o....._xa... Y,.... ;-�-• ''t .x -.-, .w...4.......,.... �....-..-v b 7-...w »7 .....L _..x.»qw._ ^�-•,'�-; vi tom` f..�aa.�-r..a, �W' '.°' _...r,,.�._,��u......��°'::::._.b..3 �..�s....."-..w'�`•1 ..:�4!€'..."v...ta...i�.,,_ _...�...^.....`�:' '-«?'"�... ,s�"a` �n...... .� ".v...v� �Z",'"�,.�,.,.°�'�ri'. N y.?.""�'i'7,""�"„„�$z�., ,w.... .- �..,... (�. .3` '' "`t, ""7 ,. `'r �,":'" r "$"e, ;.:.c ""."'-..-^r-^.;5.. ^-a*-•:..tea, 61 c)AED excursion 1037 -10 Envelopeloss(gain 3561 3414 232 70 12 a) Infiltration 600 53 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appllanoes/other 1050 0 Subtotal(lines 6 to 13) 4161 4517 232 70 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4161 4517 232 70 15 Ductloads 7% 2% 300 82 7% 2% 17 1 Total room load 4461 4599 249 71 Airrequired(cim) 174 193 .10 3 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. C -�+- wrYgF�tsoft� 2024-Sep-2013:09:14 Right-Suite@ Un iversal 2024 24.0.02 RSU26095 Page 6 YBTG HOLDING\1635 Park Averue%1635_Park Ave.r p Calc=W8 Front Door faces:SE NEW YOFI( Right-J®Worksheet Job: 2785 IBU��;DEN c Date: Sep 03,2024 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Sute B,Miller Place,W11764 Phor e:631-495-0289 Email:Tom@rrybtg.mm Web:www.N1BTG.com 1 Room name Laundry 2 E posed wall 80.5 ft 3 Room height 9.0 ft heaVcool 4 Room dimensions 14.3 x 26.0 ft 5 Room area 370.5 f' , Ty Consfruclion U-value Or HTM Area (ft2) Load Area Load number (Btuh/fF,-°F) (Btuh/fl=) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross NIPS Heat Cool Gross N/P/3 Heat Cool 6 92FOsw. 0.065 ne 366 0:78 710 ' 0� 0 —0 � A— yV�J ! G_DflWind1829 :;0 L . _0 W 15B13-0wo-6 0.093 ne 3.61 0.19 128 128 463 24 12F-0sw 0065 se 366' $ 078 0 0 0 0 11 DflWmd 0240 se` 1351 984 f=0 e 0 0 O g DftWind 0.240 se" 1351, 12.01` 0 0 0 �0 " _ f7ftWind_ _x._>. 0.240,� a 13,51, y12.OJ: - Wm 1013-0vvc-6 0.093 se 3.61 0.19 234 234 845 44 -z z " 12FOsw: 0:065 v sw 366 O Z$n 0 y�+'7 I 0�5716 0 aG?`'*; r 4" # �.a n F'+,u bftWind � 0240 sw t 1351 2286 b 0 0 za0 a s 0240 sw`� .13.51_ L-15:05 ;pWiind _ 0 0 W 15B13-0wc6 0.093 sw 3.61 0.19 128 128 463 24 W 12FOsw ". Q:065 nw 3 68; 0 76 .0 a'c 0 0 � 0 t 77 7—'°� '., L—G DftWind_ au_ _ ..L +�0240, nw.e_13.51.u. __1829. ,_� ::0 %``,_0 __. _0 A LL I � W 15B13-0wo6 0,093 nw 3.61 0.19 234 234 V845 44 C _18A30zd =:OA34 =s 191 :...._.:0.74_,.�; .u;_0===2 0• �0 w_ F 19C-30cpM 0.034 - 0.83 0.14 0 0 0 0 :21A 28t. t).022 124: x w ..,._..,*.. .�»,.�...`," �,.as"�...:..�... ... ems:... .._..3°. .2:..,..,*...a a.:.�.w,,.�._e,,,�.....�..,_ r r vw...,Y,i. ....,r'.-...�.,,.... .., ,.. „rr.::z�'F.�.:.'S: tu..",,, _ai..x.: .*.d 7w Ly 9,a' 7t= 7 5 m r a x r m v._.:�........-.._ .,..,.....u.. .....�...a.,..:-..3....,w....�.� .-ww�. _.,_._c'._.:1.m,.,.,.... .,....+. P'¢.. ..._.�..r. d .,.. ..b...a.... `.s+:n..:w..d......»,. _ 5.....vi:..i'o-:4�..�a�`�"..a., ..u«-.,..w..«. �_.e ...,..-._,...., " .�....,.-e ....,...._ - _..t......_.:4a.,._.......eeC.._..s .:..ems.-...... ......e. .....vm >�........-.. ....-_..+... ,.w»..rw u.C_. Z—T- < _7�,^s" . _:.t. 7�=71`,� s�,a a: �'7 7 .;� P� + 7""' M"•^'-""q-n""p ".",'+k. NPnpt".":t?'. 1 .....� -. C �-_.3.Y-} .-r""E,m' 'S,. `.;,V -^'^ -, Gp c:m'�-- ^. 9.,.....wia..ad:,t-.,`wa mow.. ... .._..-,u_.�.....�.3..., "�av.,:us...s..ti_�?.•,...� .__,,.,..d ' w .«�+,`�}w ............... 61 c)AED excursion -20 Envelope loselgain 3074 116 12 a) Infiltration 314 28 b) Roomventlation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 3388 144 Less extemalload 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 3388 144 15 Ductloads I -0% 0% 0 0 Total room load 3388 144 Air required(dm) 132 6 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -946- 2024-Sep-2013:09:14 ti """"" "" "" Righl-SuteOUniversal2024 24.0.02 RSU26095 Page 7 YBTGHOLDING\1635 Park Averue\1635_Park Ave.np Calc=MJ8 Front Door faces:.SE E C E fl WE MAR 13 2025 Building Department Town of SOuthold HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 1635 Park Ave, Mattituck NY Anthony Lang 1635 Park Ave Mattituck NY 11952 516-857-9571 R Y6RK B,tJ.! '� ,G T't'G H NVot,o'G'Y Prepared by, Thoriaj's 8accarellasin accordancewith ACCA Manual]f8ch edition,V2; 09/20/2024 S,griature'' Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual ], S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place,NY 11764 Telephone: 631 495-0289 Fax:631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 2785 NEW YORK (BUILDING Date: Sep 03,2024 �ao °`° Entire House By. TomBaccarella New York Building Technology Group 159 F425A Building 1 Suite B.Miller Place,NY11764 Phore:631-495-0289 Email:Tom@rybtg.mm Web:www.N1BTG.com 'Pr• • • For: 1635 ParkAve,Mattituck NY,Anthony Lang 1635 ParkAve,Mattituck,NY 11952 Phone:516-857-9571 Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 26594 Btuh Entering coil DB: 75.9°F Outdoor design WB: 71.7°F Latent gain: 4190 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 30783 Btuh IndoorRH: 50% Estimated airflow: 1073 dim Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: York Model: YCG36SB21+CH36A34+TM9E060B12MP12+TDR Actual airflow: 1073 cfm Sensible capacity: 22540 Btuh 85%of load Latent capacity: 9660 Btuh 231%of load Total capacity: 32200 Btuh 105%of load SHR: 70% Heating • • Design Conditions Outdoor design DB: 15.7°F Heat loss: 33835 Btuh Entering coil DB: 66.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Prop furnace Manufacturer: York Model: TM9E060A10MP12 Actual airflow: 1073 cFm Output capacity: 57000 Btuh 168%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. wrightsoft® 2024-Sep-2013:09:14 �. .M°•.•°�� w..,�mw, Right-Suite®Urrversal 2024 24.0.02 RSU26095 Page 1 '� ...`BTGHOLDING11635 Park Averue\1635_Park_Ave.nQ Calc=MJB Frort Door faces'.SE KBuildin Analysis Job: 2785 NEW YOB ILDING g Y Date: Sep 03,2024 BU �l:o";°'°°" Entire House By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:Www.NYBTG.com Project • • For. 1635 ParkAve,Mattituck NY,Anthony Lang 1635 ParkAve,Mattituck,NY 11952 Phone:516-857-9571 be • onditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range ff) - 115 ( L ) Method Simplified Wet bulb(° ) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 0 Component BtuhAt2 Btuh %of load Walls 3.6 6804 20.1 Glazing 13.5 10139 30.0 Walls\ ventilation Doors 0 0 0 h Ceilings 1.9 3877 11.5 Floors 0.9 1832 5A Ducts Infiltration 1.6 3269 9.7 Ducts 1625 4.8 Piping 0 0 �' Infiltration Humidification 0 0. Glazing Ventilation 6290 18.6 Floors Adjustments 0 Total 33835 100.0 ceilings Cooling Component Btuh/tz Btuh %of load Walls 0.6 1029 3.9 Walls ventilation Glazing 19.4 14544 54.7 Doors 0' 0 0s:.. Ceilings 0.7 1494 5.6 Internal Gains Floors 0.1 227 0.9 say Infiltration 0.1 288 1.1 Ducts 452 1.7 Ventilation 1039 3.9 Internal gains 7520 28.3 Glazing Blower 0 0 Other Adjustments 0 ceilings Total 26594 100.0 Latent Cooling Load=4190 Btuh Overall U-value=0.064 BtuhAt�°F, Window/FloorArea=31.3% WARNING:window to floor area ratio=31.3%-more than 25%. -Ord- =!S!!tsoft- 2024Sep-2013:09:14 � -P Rigtt-Suite®Urrversal202424.0.02RSU26095 Pagel 1BTGHOLDING\1635 Park AverLe\1635_Park Ave.np Calc=MJ8 Front Door faces:SE Load Short Form Job: 2785 NEW YOflK BUILDING Date: Sep 03,2024 Entire House By. Tom Baccarella New York Building Technology Group 159 Rt25A BUldirg 1 Sulte B,Miller Place,NY11764 Phore:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 'Project • • For: 1635 ParkAve,Mattituck NY,Anthony Lang 1635 ParkAve,Mattituck,NY 11952 Phone:516-857-9571 Depigji • • Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD('F) 56 9 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make York Make York Trade YORK BY JOHNSON CONTROLS Trade YORK Model TM9E060A10MP12 Cond YCG36SB21 AHRI ref 203324411 Coil CH36A34+TM9E060B12MP12+TDR AHRI ref 213320035 Efficiency 95AFUE Efficiency 11.8 EER2,14.2 SEER2 Heating input 60000 Btuh Sensible cooling 22540 Btuh Heating output 57000 Btuh Latent cooling 9660 Btuh Temperature rise 48 °F Total cooling 32200 Btuh Actual airflow 1073 cfm Actual airflow 1073 cfrrl Air flow factor 0.039 cfmBtuh Airflowfactor 0.042 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cim) (cfm) Bedroom 2 181 3232 3118 126 131 Bedroom 3 188 2541 3020 99 127 Entry 166 2488 1266 97 53 Kitchen/Dining 441 5447 5960 212 250 Living 356 3208 4854 125 204 Pantry 48 141 37 6 2 Powder 39 115 30 4 1 Main Bath 77 856 764 33 32 Mstr Bath 96 1419 1691 55 71 Master Bedroom 336 4461 4599 174 193 Hall 98 249 71 10 3 Laundry 371 3388 144 132 6 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft® 2024-Sep-2013:09:14 Righ-Srite®Uriversal202424.0.02RSU26095 Page YBTG HOLDING\1635 Park Averue\1635_Park_Ave.np Calc=MJ8 Frort Door faces:SE Entire House d 2396 27545 25554 1073 1073 Other equip loads 6290 1039 Equip.@ 1.00 RSM 26594 Latent cooling 4190 TOTALS 2396 33835 30783 1073 1073 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft® 2024-Sep-2013:09:14 AI-/e..tm- y-e Right-Sute®Uriversal202424.0.02RSU26095 Page 2 ACCIPI YBTGHOLDING\1635 Park Averue\1635_Park_Ave.np Calc=MJ6 Frort Door faces:SE Project SummaryJob: 2785 NEW YO R K B I L Date: Sep 03,2024 u..I01-NG Entire House By. Tom Baccarella New York Building Technology Group 159 R1:25A Bolding 1 Sute B,Miller Place,NY11764 PInre:631-495-0289 Email:Tom@rrybtg.com Web:www.N1BTG.00m Proiec,t Wormaition For: 1635 ParkAve,Mattituck NY,Anthony Lang 1635 ParkAve,Mattituck,NY 11952 Phone:516-857-9571 Notes: DesignInformation, Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD. 9 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2013 Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 25920 Btuh Structure 25102 Btuh Ducts(R-6.0) 1625 Btuh Ducts(R-6.0) 452 Btuh Central)vent(102 cfm) 6290 Btuh Central vent(102 cfm) 1039 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33835 Btuh Use manufacturer's data y Rate/swin multipplier 1.00 Infiltration Equipmen�sensible load 26594 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 1415 Btuh Ducts 556 Btuh Central vent(102 cfm) 2219 Btuh Heating Cooling Outside air Area(ftz) 2396 2396 Equipment latent load 4190 Btuh Volume(ft3) 21179 21179 Airchanges/hour 0.15 0.08 Equipment Total Load(Sen+Lat) 30783 Btuh Equiv AVF(cfm) 53 28 Req.total capacity at 0.70 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make York Make York Trade YORK BY JOHNSON CONTROLS Trade YORK Model TM9E060A10MP12 Cond YCG36SB21 AHRI ref 203324411 Coil CH36A34+TM9E060B12MP12+TDR AHRI ref 213320035 Efficiency 95AFUE Efficiency 11.8 EER2,14.2 SEER2 Heating input 60000 Btuh Sensible cooling 22540 Btuh Heat ngoutput 57000 Btuh Latentcooling 9660 Btuh Temperature rise 48 OF Total cooling 32200 Btuh Actual airflow 1073 cfm Actual airflow 1073 cfm Airflowfactor 0.039 cfmBtuh Airflowfactor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - =1ghtsc ft- 2024-Sep-2013:09:14 ^�• w, �°^�• Right-Spite®Urrversal202424.0.02RSU26095 Page YBTG HOLDING\1635 Park Avenue\1635_Park Ave.rLQ Calc=MJ8 Front Door faces:SE AED Assessment Job: 2785 New vo6K evia�oiN� Date: Sep 03,2024 ��°°•° ° Entire House By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 SUL-B,Miller Place,NY11764 Ph°ne:631-495-0289 Email:Tom@rrybtg.com Web:www.N1BTG.com • act Information For. 1635 ParkAve,Mattituck NY,Anthony Lang 1635 ParkAve,Mattituck,NY 11952 Phone:516-857-9571 Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb('F) - 72 Wind speed(mph) 15.0 7.5 for Adequate Exposure Diversity Hourly Glazing Load 18,000 16,000 14,000 12,000 3 10,000 8,000 6,000 4,000 2,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 How of Day MDW Maximum hourly glazing load exceeds average by 53.5%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 2652 Btuh (PFG-1.3*AFG) - - wrightsoft- 2024-Sep-2013:09:14 •M°.•rah ww..�-ate Right-Sote®Uriversal202424.0.02RSU26095 Pagel YBTGHOLDING\1635 Park Averue%l635_Park Ave.rnp Caic=MJ8 Frort Door faces:SE NFW YDIK'*IlRight-.1®Worksheet Job: 2785 VI;DING Date: Sep 03,2024 Entire House By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.N1BTG.com 1 Room name Entire House Bedroom 2 2 E)posed wall 270.0 ft 27.0 It 3 Room height 9.8 ft d 10.0 It heaUcool 4 Room dimensions 12.5 x 14.5 it 5 Room area 2395.8 ftz 181.3 ft Ty Construction U-value Or HTM Area (ft2) Load Area (ft) Load number (Bbuh&--°F) (Btuh/fF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 12F-0sw ,° iM ,ne 368 7-0:78 483 T;458 1674 35% , 0' 0 -J ;:0 "p: _...:G.'D*Vind r _ 6240 one 13'51` _1829 25 0�` 338 457 .' 0. 0 0 :_0 W 15B13-Om6 0.093 ne 3.61 0.19 128 128 463 24 0 0 0 0 i2FAsw 0065 s r 366 078 465 191 697 .-" 149 -145 M 77 119 25 11 DfWind , . 0.240 se. 1351 984 23 19 n 304 221 0 , 0 0 0 � . 1351; . 1201 27 0 019 324 `0 0DMrx � r 0240 Q40 __ 225 � 270 , , _1520 1351.DWnd�A � �� 1 W 15B13-0wa& 0.093 se 3.61 0.19 234 234 845 44 0 0 0 0 r12F-0sw 0065 sw 366 076 t 483 282 1031 m 220 s 125 125 457 9$' DfWWtnd 0240 irsw" 1351 F a2286. �J6 �0 0 0 0 G .DilWind..v vim. c 0240 t�svc.-_n 1351 1505 5. 125 .63 1.669_ =„1861 W 15B13-0wo•6 0.093 sw 3.61 0.19 128 128 463 24 0 0 0 0 12F-0sw;, ,„0 065 nw.: 3.66. 0:78 465 ,215 r :g 787 168 a° U 0 0 0 (DftWind f _ 0240�,nw» 1351'.___1829 ._250 s "w 03378 4572 - 0 W 156134MD6 0.093 nw 3.61 0.19 234 234 845 44 0 0 0 0 = 18A20zd_ _._ Z 034 ^ ._{19.',..._ 6�64=2025.__.n2;=-__::W=494==Q":. _ 181 F . 19C-3Qoswp _ 0034 - 0.83 0.14 1655. 1655 1373 227 _ 181 181, 150 25 F_ 21A 28tw U 022 r124' _Q.00 37.1 459 r- - - 777777 .v..a...._.. ...,,a..,L:..S:.s`..:M..4'.. xs..Y..... ................. ,. _,�.. _ �..""r 1.�,,..r,.axas,.s. � �..,. ».,k.aL,.»_..�.?h.,,cbM..L... mow„ "' .._, <...e,...,�2»�.L.......t':✓ n� .�"", .... Cz..c..a..✓....x.._,..;i ,...W.... a.et„eas,,., ...._7�1t� ."��>..*....,wEt,....,.m......�..,u.a>��".3a sw,�:,...r��'�..�s.,,z�..�....,._ _w.Lw,.�....,-._.. .w,_..� ma.an.. "�.k_d��.4 e ,,,.a.._...a�ab -77 'T^`a-g"'"'Min ..w^r�-v "'^-4-- ^-»^---•ram.,. �-""---3--.�."..'"'p ....,,. •,x,..�..,. _.,...._.....c.,.._ .. ..._....._,..sue....-..,x w. . -..........� :�, _ ...-...-..,» ...v_ «_....... q. EIZ. M."2.#,,,•...,�� ,........_ Z.o=s.�.,..A, .. .„ '�...�. ...u.x..:,wa' M ^m�e:,........,, . ,"".b .m.._....<.... Y3. .?..x °..Mx.,,^�'.. .,..��...u:?.' .,....._............._.e._...... u .:�...�.:.-..,_...zf.ra.w...,..w`.,.::.mot,. _ _c..,..:�..-... ..:a:."a�`,."'"`�°'--_..n�..... �...'`> _.:��..C.._.....�. ..y....�:�.r ,.�.:..,..,..4eEw...� 6 c)AEC excursion 2652 343 Envelope lossigain 22651 17294 259411975 12 a) Infiltration 3269 288 421 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 4 920 0 0 Appliancestother 6600 1050 Subtotal(lines 6 to 13) 25920 25102 3015 3062 Less exlemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25920 25102 3015 3062 15 Dud loads 60/c 2% 1625 452 7% 2% 217 56 Total room load 27545 25554 3232 3118 Air required(dm) 1073 1073 1 126 131 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. A+- wrlyhtsot t - 2024-Sep-2013:09:14 XZA """" """" `^"" Right-SuiteOUniversal202424.0.02 RSU26095 Page l 1BTGHOLDING\1635 Park Averue\1635_Park_Ave.rp Calc=MJ8 Front Door faces:SE NEW YO Right-JO Worksheet Job: 2785 flC IBioIa�D�eG Tom T Date: Entire House 031 2024 By. Tom Baccarella New York Building Technology Group 159 M25A Brildirg 1 Sulte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.cam 1 Room name Bedroom 3 Entry 2 FFFFFposed wall 16.5 ft 28.8 It 3 Room height 10.0 It ' heat/000l 10.0 ft heall000l 4 Room dimensions 12.5 x 15.0 ft 1.0 x 166.4 ft 5 Room area 187.5 ftz 166A if Ty Construction U-value Or HTM Area (ft2) Load Area (it=) Load number (Btuh/It;°F) (Btuhffl) or perimeter (ft) .(Btuh) or perimeter (ft) (Btuh) Heat Cool I Gross N/P/S Heat Cool Gross N/P/S. Heat Cool 6 412FOsw ' 0 065 ne7 3 66; 6 ""� .15 '715� 55 12 �"�135 � 135` d94 105 .Q iind _ 0 240-Ae`_ '_13 51:1829._...._.-.�.., O,=0 0.L.4 0 W 15B13-0wo6 0.093 ne _ 3.61 0.19 0 0 0 _ 0 0 0 0 0 92F-0sw " '' Q:065 e 366 078 150 38 137 29 **" rY 133 ''' 83 304 , 165 11 DftWind 0240 se, 1351 9`84 0 0 0 0 23 ' 19 304 221 ;D1tWind o s L �g240 se, i1351 1201 »0 �� 0 0 : 0 b27 + 19,. 365 324; DitWind 0240 _se. 13.51:�. 12.0.1',.L 113 _u' , 7$ `_1520 1351. 0 w t ,, _0 0. _ .0; W m 15B13-0wc 6 0.093 se 3.61 0.19 0 0 0 0 0 0 0 0 12.O7 r;7777-7 d Oi065 swr, 366 0.70 r 0 0 0 0 sa 20 20�73 16 �D1lWind A240 sw 1351' 22:$6 A 0 �`- 0 0 �`kn," 0 �" 0 0 '0 DiN j6d 0240 sw; 13 51 J5A.5� 0 ,- _�� 0 Q. 0_ _,.` _Q s_ 0_ _.-...:_p W 15813 0wa6 0.093 sw 3.61 0.19 0 0 0 0 0 0 0 0 tea, 12r-Osw 0065 rr 366 0.78 t 0 0 ,6 s,6 77--�0 � °0' �A IS '.DilWind.-_.�..- ._A240 u�nw_13.51 �1829 0.._L _'.: 0 � �10�.r. 0 0� 0 �0 0. W 15B13-0wo-6 0.093 nw 3.61 0.19 0 0 0 0 0 0 0 0 C_a _218A30ai•, .• d., ==jb34=19.E =0:74„=8$=188=ix,_:,.359. 1% _16t3=166=,W=10 F 19C-3OmW 0.034 083, 014 50 50 42 7 17 17 14 2 36i 2 * 1 g4 Z 0.00 7.._,. 6 E _ :0_.. ''0 _ - •- - _ � � k._.ate.:":: � '':.t t ^*rv- s`" �. r-',., ra`-r= drr•`--...,`�.�..,.c a r � "" `.x a ""� �,"�'".' "'h" s,; {�w� �' t ....v ._______..a..�.._._.. .< .v ....-._ y�i •^r '_�"� ....� ern-^^ y; -�'-;.`�„_^^y �-�"---'--'-""'-_°-,r 77 .. .........e..-..ia «ro..-.._.x.. .�...,.w :. ..al.-.�,.,...%�.,..,a ...u�.. .,a___........,.,...._..e,�.. _.W:..41.a.... mx__s:.�au_t..$.ie..:....v..............,, .,..1...._. ..as::�.._.._,.A,..6.r..^ _......,,,.M... ._....,< �_#.._«.:.,..�._ �w.,...a____..,.... _,..w5«: { -,E ;,-.r ;� �- ,.fie•,.�i'--»...vs.,,.,... ;�t,. ".-gq , ^-""-e x*c �•rp +a:-""3 ..P"' -r-* ,' a 1: r �t �s"< �,a Vy ^. `-*r .W'> -- "3 7 .z" 'T''_`7yW.. s._.s.....- ,_... 3.�•ti.:..�..,.,cv,. .,71AF,.__.. ..wz..m.,.._.,,......,,^. .. , ..,.._..a.u.r..dwc,.w.+...�.._ m,._...S.T^....t..., ts. w�,.._. ...... ....,,h.......5' va.�.,........k.. _.r...�.�.'.._ 4........�.1(..a.d: -..� ..w_.w-......+.'_'1.�.�+`�L.<au..w... -al...s, w✓�.�.rbe<'£w .u.s.�x a...v..._St_.....�.rL-,Su. �-.n 7Cy 7°r'" ,..zu-.., Tom` s._ •.,� n-•� '" h-v.i.- 3` 'Y""„ ....«.v ..._..w_..u.._. .-.31... ..,- al.,,,� ...-v. « -.�......._d..r.e .u.....'.�«:.v� .i..�... '.{L.aW.. ,F...,u .«,..+......`Sv tom.... ...,...- .......a....,�.�........-..�. a..ea.._....... .......�.... _,a. -.w-x..aa£." ti�'+'�..c..E.aa...._.t..S.,.Jm....._..dt'. >b._... .�.1.�,....`. - w,.�_.yc_. = Y^. -?". "."."y"' 6 c)AED excursion 356 118 En%elopeloss(gain 2113 1894 1873 974 12 a) Infiltration 257 23 448 40 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 1 230 Appliances/other 1050 0 Subtotal(lines 6 to 13) 2370 2966 2321 1243 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2370 2966 2321 1243 151 Dudloads 7% 2% 171 54 7% 2% 167 23 Total room load 2541 3020 24M 1266 Air required(dm) 1 1 99 127 1 97 53 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�+- wr�gtitsolFt- Right-Sute® 2024-Sep-2013:09:14 Universal 2024 24.0.02 RSU26095 Page 2 YBTGHOLDINGM635 Park Avene\1635_Park_Ave.np Catc=MJ8 Front Door faces'.SE NEW Y Right-J®Worksheet Job: 2785 ORK IB o�;DING Entire House Date: Sep03,2024 By. Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Sum B,Miller Place,NY11764 Ptnre:631-495-0289 Email:Tam@nybtg.com Web:www.NYBTG.com 1 Room name Ntchen/Dining Living 2 Exposed wall 46.5 It 15.0 It 3 Room height 10.0 ft heat/000l 10.0 ft heaUcool 4 Room dimensions 33.3 x 13.3 ft 23.8 x 15.0 ft 5 Room area 440.6 ft2 356.3 fF Ty Construction U-value Or HTM Area (ft2) Load Area (ft) Load number (Btuhlft-'F) (BWhift2) or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross N/P/S Heat Cool 6 y! 12FOsw" I� 0065 ne ! 0.78 333 308 1125 777240 0 0 0 0 Dnd,_ _ w0240_ ner 13.5. 45Zw0 W 15613-No-6 0.093 ne 3.61 0.19 0 0 0 0 0 0 0 0 a' �12FOsv 0065 se` g 366 �P0780'E �0 ; �' 000 '� 0°�� 0 '�'t'�OI 11 DflWmd '_ 0240 se' 1351` 984' �� `-0 * �' 0 0 0 0 �0 b �;0' DflWind 0240 se 13.51_ , 12.01 0 0 0 0 0 °0-- 0 0 DflWind ,-_-:., .- Q240 se- -13.51_�12.01 _ 0 0 0 0 0 0 w0. 0 W 15613-0wo-6 0.093 se 3.61 0.19 D 0 0 0 0 01. 0 0 12F-0sw 0065 sW', 36fi 078 �"'" 0 -0 " 0��0 0 ` , "0' 1 , ;DflWind pp0240 a sw;`° 1351� i"� � � �j 22b6 , 0 �� 0 0 0 0 0- 0 0 -bgvvind ,L. -;- 240..,sw_ - 1351, 16.05 0 0_ 0 0 0 . 0 0 0, W 15B13-0wa6 0.093 sw 3.61 0.19 0 0 0 0 0 0 0 0 \� 12Fbiw:. ,- 0 065 nw S66 0 78 133 8 27 6 '� 150 25'�7 91 26 X`G-'DftWind --L-.,� a 0240 nw:`:.,_13.51;.._-_1829 669 2286_: 125'``• ; 0 i�1689 �2286. W 15813-0w Z 0.093 nw 3.61 0.19 0 0 0 0 0 0 0 0 . ; .. - C-_...° A8A30ai,'°� 91 0;034 >_u 1. ;13 0:7'4 44i 441 ?8¢3 _325 356 ;356; 682 ._ 263: F 19C3Oam _0 034 0.83 0.14 401 401 332 55 356 356 296 49 F 21A.28t' � 0.022 1240.00�, 0 0 _ 0...,..._ 0 - Z * +��:,��.� �.t:._.,..,.:._..:�t_L.a,r..wf�.�r."�2aa "��;.'�..��.».�.,... �.�,.... a.�.��..:az.w.�..m,,�.�c.;�._.�_ .,.,...._.�_ ,",,.... .��,� s,a s�-" �•a,��t,_,�•'..Y,.. 7. .....�...�..�:�a.en.a.w...�............�,�a s,.,.x,«r..,w. ._,>....� `c.�� ...,.... � i..x.,. ...�.a.,m.. = M.4.X,,.a:.::?„t_�':.k�v,�. .,...�� ,a. .,..,..�w,,.._ A..,G...,,,_.., M,.,s»..,.,•.a_,_� .,�<�..� �._.x��a rw,.�.�..�...� � �.,��,�.'�..a�.� .� "l�. �. s,_k�.°..,�.. ', i.. M,.yA.`-�Ma�:M.....:'� »..:vim.",'.;k:�a,<..,��.._... :.us,,... ... 1�9 .+.,s_.Hi....�«, »,.,...1a.. .,s'� NO', »s a'., i«.....f....uw.:r:. ..,yku..a.�. w..w...t..a.w ._»...s+s__=.- L... ;_ ..... '..� 'c-- _....._.. _z__.. «_. ..._v.±.u�.»....i.....a=. .,..:i',.Wk..s_.c&rdar.'. .,.___`::i. _• __ ....,... �:' ..I`= .'","' »._ ...a:......4 .' .. .__. ..= E '._..,...,.'"1, >. o- t..:.......,.«S..w....w�.m....-.. _..et..._. a.. aR �- "3r .-...a...v.. .....-.,- x...�..-.. .�.._.,.... E .+r � Z= ^r = ,,2 3 m I aez r a= - t 6 c)AEDexarsion 21 390 Envelope lossIgain 4355 33901 2758 3007 12 a) Infiltration 725 64 234 21 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 3 690 Appliances!other 2400 1050 Subtotal(lines 6 to 13) 5081 5853 2992 4768 Less exlemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5081 5853 2992 4768 15 Dud loads 7% 2% 366 106 7% 2% 216 86 Total room load 5447 5960 3208 4854 Air required(dm) 1 1 212 250 1 125 204 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. .rr wrrgF�tsolFt�c """"" """•""""°"" Rigk-Su 2024-Sep-2013:09:14 te®Urrversa1202424.0.02RSU26095 Page YBTGHOLDING\1635 Park AvenE\1635_Park_Ave.rLp Calc=MJ8 Front Door faces:SE NEW Right-J®Worksheet Job: 2785 YOBI( IB UI;DING Entire House Date: Sep 03E 2024 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phones:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.mm 1 Room name Pantry Powder 2 E)posed wall O ft O ft 3 Room height 10.0 it heaUcool 10.0 ft heat/000l 4 Room dimensions 6.0 x 8.0 ft 6.0 x 6.5 It 5 Room area 48.0 It' 39.0 V Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load flt;number (Btuh °F) (Btuh/IF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/a 12FOsnr i 70A65 ,t '; 366:''�0.78 r :;0 f" y 0 T 0 ,M 0 g 0 �'0�- 90 _L�—G._D1Nllind •0240_ne _�1351 , 1829 __ 0.v yam_ 0. 0 0 W 15B13-0wa6 0.093 ne 3.61 0.19 0 0 0 0 0 0 0 0 12F-0sw =; 0065 se'; 366' r0"7g „ 0 � '7 "0 Tr 7 �0 0 a 0 0" 11 Mfiind ONO se. 13 51 9.64 0 0 0 0 0 0 0 0 D>lWind Q240 se;, 1351; 12.01 0 0 0 a 0 0 0 0 0 0240 ase__13,51 12.Oj ,,.w; ,."„0 0 W 15B13-0wa6 0.093 se 3.61 .0.19 0 0 0 0 0 0 0 0 12FOsw0:065 sw 366, O:ZB 0 0 0 ti#> ,I n 0 s 0r 0 µ; 0 0 �DftWind �; 0240 sw°o 1361; '2286 0 ' 0� I 0 0 0 p. 0 _^0; p _ _Df Wind w _ _ 0240 sww'w 13 5,1 15.05 W 158130wa6 0.093 sw 3.61 0.19 0 0 0 0 0 0 0 0 7-7 12RbiW :0.065 nw" , 3.66'; 078 0 0 .•.:a,<,.. 0 - 0,........,y<, 0 s 0 _ -0 0 _ Dt>wnd_ ,_.-._ •0240...nw'_13.51.1829 0 _. 0 0 �0 W 15B13-0wo•6 0.093 nw 3.61 0.19 0 0 0 0 0 0 _ 0 0 C w_ 18A 30adr«v� �`6034 1,9.1,.��.bA 48,a�._.:48=` �'��,—L 2 _M 39` —---39 _ 75 :=29 F 19C-30cnv 0.034 0.83 014 48 48 40 7 39 39 32 5 „F..?'.MA.28t. _- -, _U.022 =DW=OM K=za`0 � .a. mM_'0 .,0 =0' 10 M=Ed= ��"=: �'.,,..^.�"&.FWa` '-.�.^ 'F �,^"7;..�• d { q —aa^p �r 'P '� i 3""7'"�Ir„ a'F'.z vmy 3y �"yY"°",N&^w dT' 'mp"g;. "rn ra��,tr'i..�,�.'i.*.�s� ".....« "a` ,�w. '4�.3.�..wr, qr----'7'.,.lmay"'r^s '�z-^^-: ^, ''r, -� x- ,� •-c�v^^, ..�..<.;. :E =`.. It"' u,�:,w-' af<:ia�r`... 7..:. v,�iri. 'r,.`„.". ':1�.! L': .m.^N<,:�.s..u._''77, .�...�..:`si ....u..,.».>u�w_.,�x..._ .......,..c..,..h ... .e.....,..... +i......R..,..,a..�r .N:.Sm.'s_.w..,....,.:ta..�. ,,. s.w.. a ,..:.. ...�....o..z. em..�,3c.W..,.....�``��- ,ii a......._ ... d„ 73.w�mx;.x .>r�...r.,,$., _a_. ..._..W...»........... ...y4..._._... ._ <., yy �_w.L....v� ., w+..._..,.... _....awes_..�. �. .a.. 6 c)AED m ursion -51 4 Envelope loss/gain 132 37 107 30 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 1132 37 107 30 Less erdemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 132 37 107 30 151 Dud loads 1 7% 2% 9 1 7% 2%1 8 1 Total room load 141 37 115 30 Alr required(cfm) 6 2 1 1 4 1- Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�- wrigt�tsoft- Right-Suite®Uryversa1202424.0.02RSU26095 2024-Sep-2013:09:14Page4 YBTGHOLDING\1635 Park Avera\1635_Park Ave.rp Calc=MJ8 Front Door faces:SE NEW YDRCIB of iD!NG Right-J®Worksheet Job: 2785 n Entire House Date: Sep 03E 2024 By: Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Main Bath Mist Bath 2 F)posed wall 7D It 10.3 ft 3 Room height 10.0 it heat/000l 10.0 ft heaV000l 4 Room dimensions 7.0 x 11.0 ft 6.5 x 14.8 ft 5 Room area 77.0 flz 95.9 V Ty Construction U-value Or HTM Area (fF) Load Area OF) Load number (BtuhffL-'F) (BtuhHF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12FOsw °�' ,A"0065 tine' 366` 0.78 ..0 0' w at0 r �r•r0 ~� 0P 0 p "p ,DfUNind .W _ 0.240_,ne,- 13.51w '.1829 F' - `0 0 0 L r -0 r r W 15613-0vw-6 0.093 ne 3.61 0.19 0 0 0 0 0 0 0 0 12FOsw 0065 se 366 7,770.10 6 -zTo 0 0 � 38 38— 137 7r7' '29 11 'pitWmd 0240 v,se= 1351, 984 0 >} 0 0 � 0 r, � 0 0-� 0 0 D1NVIn'd 0240 se 13.51' 12.01 0 a 0 0 00 c4 0 0 =0 ;A "._._.,,.,L0 240_,se-_-13.51' 12.01 _ 0 0 0 _ 0 0 I'LL— n ,�o _ _0. W 15B13-Ov" 0.093 se 3.61 0.19 0 0 0 0 0 0 0 0 12F Osw 0065 Sw- 366 0:78 � 70 r r �48 174 pia 37 65 0 12 43 :=9 DflWind `� ,'0240 sw` 1351 22.8E 23r 0 ' ��p304 �` 514 53 11'10; 721 -`1219 �DJH[Vind. 0240-_sw`1351=— 15.05 _.w0 0 w _ 0 0 00,�...,,-�0. W 151313-0wa6 0.093 sv 3.61 0.19 0 0 0 0 0 0 0 0 12F-0sw Q065 f nwfi 77 —r 3.6t 078 0 0 r 0 r 0 , 0 0 q a q' �=C.DitWind, y w _d0240-nw 13.51s, 1829 0 ..._ .__0 0 0 ..0. w 15B13-0%o6 0.093 nw 3.61 0.19. 0 0 0 0 0 0 0 0 .: _, r- _. LL Cw. _ 18Or3M 0034� �_191: 074 1_47_:E !.��-"-."`_".�."._"�_. n, n 57 _.ss. .ss ',aa, F 19C-30ceM 0.034 0.83 014 77 77 64 11 96 96 80 13 .F,u' ` t--�-^.,=-.z' y - -.-- ^'fir —r-. w"'°'�^ ,aF'7-"*"--^ --r, -. =177'u_... .SL,S�. ,�,:...,...�. .«;aa:,;.�..M...�.wa=,:__.�. .a...i....v..!r_ ,e.&........_:_. x,....x............, ...,.., s'st sac��z-4" ..rw,...�.:....7. ..a,..�.x..t7,7'a.`�� ». _...,..s�..m..,e.. ..M.......... ....sa..,.�...z."«,' ..-.tic .�....._ m7...,....-�....... .....W..�.�..m'�..:..e .w..e wn...� �v-.:.b...,an_.,.. v.✓...,�..a..p.vF.3 ,.Y.;: is.w........ .........w r..,..v....... a...�.___ s..u..."�e-Yr^t,.a.:-'.+..s...r.. ""e..'s^1,....;: «....b a r..+_._�... y"&�;,T'^^'°�". 'i^,": "N"'^ *".-w«Yr%"T,T '^aA" ^Y^ ":" ^R nS'^"W i i .,.,�,.55� .„" ywm .ire .•,� k], "p' ,�4 "^".3i I` ' ``R w,_.�Y a'"a i...:.Y'.l.nr ' ,�-0 .-...C_'f..'�.{,.: _«._..« ....A....t._.d'�a3 'ti•'�` / '3✓'A C.3..�.ti�....:...-.-,u:..�.'....Y.+.f u: a.a_ .r._. ........._%...ea..-..eW..rrdw+.0 . ....3.._... «+,.'�:µ ..tbM .a..-.. = ..`wa«A...-.. n"e'.:.. �.&".. ...4„a iww:.:u= .."��-...,- '." N r i.er' t ra�' :,. "' ..._ �,.,...t....,..<_uti _., ..,w°xa.,..._ ..z._.wL_m"_C;.0 177 6 c)AED excursion 122 305 Emelopelosslgain 689 741 1164 1646 12 a) Infiltration 109 10 160 14 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoes/other 0 0 Subtotal(lines 6 to 13) 798 750 11323 1661 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 798 750 1323 1661 151 Dud loads 7% 2% 58 14 7% 2% 95 30 Total room load 856 764 1419 1691 Nr required(dm) 33 321 55 71 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. fl.F 2024-Sep-2013:09:14 wrtgFrtsoft� A """"^" Right SuteOUniversal202424.0.02 RSU26095 Page 5 YBTGHOLDING\1635 Park Avene\1635_Park_Ave.np Calc=MJ8 Front Door faces:SE Right-M Worksheet Job: 2785 NEW YOgK IBOI,IO,NG - Daft: Sep 03,2024 Entire House By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Master Bedroom Hall 2 Bposed wall 38.5 ft 0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heatf000l 4 Room dimensions 1.0 x 335.5 ft 1.0 x 98.0 It 5 Room area 335.5 it= .98.0 ftz Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load number (BtuhAt;°F) (BtuhAF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross N/P/S Heat Cool 6 VN 12F-0sw 0065 ne: 366; 0.7,8 0 „« 0 0 T. t 0 ° L G,D1iWind _ , .,��0240..ne";a 1351 18.29. �,,;,.;_ ,.0 W 15B13-DATA 0.093 ne 3.61 0.19 0 0 0 M 0 0 0 0 0 i2F-0sw 0 065 se 3 66, 0 78 0 0 0 0 0 0 0 0' 11 lWind' 1240 se 1351 984 r 0 0 0 0 a 0�; 0 0 0 DflWind i" a a 0240 se i x 13.51„a 12.01 i `0 0 0 0r :d # 00 r 0 0. _ 0: ;D1t11Vmd 0240_ e _13.5,1 12.O1 0 a..u._ 0. 0 xo0 W 15B13-0wa6 0.093 se 3.61 0.19 0 0 0 0 0 0 0 0 ]2FOsw 0065 sw! �366 0.78 2Q3 ,sue 0 0 0 U DflWind 0240 __W 13.51 � 15.05,u_ 125 � 63 1689 W 15B13-0wa6 �0.093 sw 3.61 0.19 0 0 0 0 0 0 0 0 WT x r12F Osw , „'0 065 nw i 4< 3 6fi 163 74M$7 7668 142 7 b 0 fi ,0' r 0 "p0 _DtiWin 0240 14iW_..13.51: 1829 1 0 -00 W 15B13-0wo-6 0.093 nw 3.61 0.19 0 0 0 0 0 0 0 0 C,.. 18Az30aj ,.<` ;- ax0034 .:.m1.91 .x..:�,.0.74 w, 88 c� 98 a.i 3t '�1'88 F 19C-30omW 0.034 0.83 0.14 336 336 278 46 53 53 44 7 F._ .21A.28t" _ . A 022_ „ =124:OA0 7=7_0 _0=10=�==A= ,0 CL x `^ rerF...�... .. � .:.2.....«.,x:&r. .,P... " ,-... .«..,�.....c......�x.__..:_^.........Y,._..,_3't�..x <. _ ___, _.,z.....eta_._. .n.....,.......:,L.,..>..a..;"s.T.�...-a_._a..„S ,.k�.�. ....,.._.,..� ......+_" .,.,....� _.�„_i.,. d,._,.r_ _.... .. .a._.. __.�,_.. .,..r 1-_.a,. z ' '.,...:.".:v..:.,:,�:,....:»._...,....... !c,.k .», . {F,.,.,. .„.,1..::. . ...- ....._......... ....„ram.-. _.._..-,._,..._.........-aa„..... ,.�.*- � � � ✓ i' ".,i *Y+r- f ( "^"'";' „r.'.ti+�, a`x. P 'x,.µY -' r-x 4rm .p 7 '",t i '"b �L=-w ^"""%i^}? ys' - 'rT'"�' ..,•E. --.,. .--.« a 'e-"j'"a;, Y X'�T"' '7 -r«-� «r-...-. ,.F i ......,x .,..._....., y x.�,r..�.i;;�..«...a t... i.x..,;Y .cJau�v.wu.x .!....iw&F s.,w,wx..'6.L...✓a.:.4s_... ....,»'Ee.,.wtiu.b..»�.a.:.�Zw.r.v. w�5ti bhe. ........xe�.. e..,.tii..a.� duxil.^_.b:�7ak+"G ,.�ivr%`�.."�' :kM«.....,..,.;,�mw.k.,....,mt -.11��.. ,,.�.+-k«.._...:.(a ,..��a�:i..,.,.�a�an�n�t,��•kx.;6'..i.«.a«t `s,'..":.a:.7:..tw .w.�,._:.Mwa.»-M ...Ma..u.... ...,.a,u:'.._.......1y....+.;�, ....... �?.......,.�r }.5 ......� .........c.,...i..+..,..xr.- 4.-.....:5._f..xv..:...1.A.,: _..,...-�.. ..'.A,-_..«..,.«-. �x.z..u.«..-.....xS a a6....mv.l f...�..._� .._.�.. re �� ,-�• �'�...+....rm<-r m.-ry '�;., ""� ^'�«.w cy"..^ 'r"^�""'�" 't`* � " { .,:,er..k'�.."„_.ix_,`....w v,�.�_ �.....,..�, '71^'.cw:nu:ati...., .o.. ..6, i :w W.. ... .;wnv.�...:......,..�... u...s,.:_:..;.:.E.;.:t�.�.: .".,-..._. :..,,.„w..k.: 6 c)AED excursion 1037 -10 Envelopelosslgain 1 3561 3414 232170 12 a) Infiltration 600 53 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancesfother 1050 0 Subtotal(lines6 to 13) 4161 4517 232 70 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4161 4517 232 70 15 Dud loads 7% 2% 300 82 7% 2% 17 1 Total room load 4461 4599 249 71 Air required(dm) 174 193 10 3 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. =tgh tsoft� 2024-Sep-2013:09:14 �P. """""^" Rigtt-Suite®Untversal202424.0.02 RSU26095 Page 6 1'BTG HOLDING\1635 Park Avene\1635_Park_Ave.r p Calc=MJB Front Door faces:SE NEW VORRRight-M Worksheet Job: 2785 IBiowD�O G Entire House Date: Sep O3E 2024 New York Building Technology Group By. Tom Baccarella 159 Rt25A Bolding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Laundry 2 F)posed wall 80.5 ft 3 Room height 9.0 ft heaV000l 4 Room dimensions 14.3 x 26.0 " ft 5 Room area 370.5 T Ty Construction U-value Or HTM Area (ftz) Load Area Load number (Btuhlft;OF) (BtuhllP) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V1J 12F-0sw 0.065 ,,ne; 36fi 0:78 0 0 0 0 t G ,, , a !_ pftWind °. 0240ne4s 13.516 ;1829... _ 0 .,,.<a: .,0 r eu w p .:. W 151313-0wo-6 0.093 ne 3.61 0.19 128 128 463 24 12FO w 0:065 se,a, 366: a0.7t3 , 0 11 Dnd 0240 se 84 �0 0 i` DflWind 0240 se 13 51` 12.01 _ �DftWind _ x 0240 se. 13.61E 12'01. 0 a �i 0 x 0 e" �0�s! `.. .`�Es�`_.5 0 _ a ._-0 0. 0 W 1513130wo-6 0.093 se 3.61 0.19 234 234 845 _ 44 12FOsw� Q:065 swx3fib,;a078ti� r�0 Dfi ,4 ' 0 Wind x; 0240 6W- 13.51 2286 s a 0 "RftWind _ �0240 sw` 1351, 1505_ 0 »° 0 _p 0 u _ W 15613-0wo6 0.093 svv 3.61 0.19 128 128 463 24 ;VY 12FOsw rr 0065 F 366 .0.78 0 0 0 0 }— TM s DilWind T ° .>0240 a.,nw, -.A .51� _1829 a0 .. 0.� �a0. � ., 0 � � � �ww�� W 15613-0vi o 6 0.093 nw 3.61 0.19 234 234 845°� 44 19 — D:4, .=.. 0 :: 0> ::0 w-��.=0 _F 19C-30cs.m 0.034 0.8 0.14 _0 0 0 0 F __21A28t ` 0.022 _ 124; .'v0.00 r 371_ ems-37,1 ,.,..,. P" -m�'.�`�„""�"v....�._.;.......�_�.,s......''- i.,.._._.»i.,...:_ _......_ ...�C y. �"i"�""yj?£r" x�x..'`.�c-v >�°,."""..."'kx" "'�•" 'N -x .T'�� .��_.�.=.,��.w�: w...,vx,.s...::5�..,...,,*`•".".,�w.....r"�a.:...�.�.,......d.�w a..»..., .... ,r �._w._,r:.m.,..,,....,.: _,....��.. ,...M, w,.,,:...a kw :.�.,.._,..«:. �_;,:�.�WS.�.m "......�f»_":e..:."':r..::..a.,.._.z.m.,.� t'� ..°__: .;....,..�_ .+;"'_"a 3 _.,..._.._. h?o�" v""x's 5r'_..�» •.;�r» rz ..s-^u�:Fi �^ air r 'x+w Ns e�7'�' a^� r„ -t �'H :,.m+� 1�""*f,.�,�:��......„ ,e.,; 4..._..,.�.,.,,";..e....,,_,,.�,�.'":__.._.i.._W...,:. _._im....._...�Sa.3„1wu�,.•{.,.ca,,,,wm�,a...4.„ `.a:�.0..�"�:.ax„s.,.aw;�` .,..�...x.. :;--- .., w---.^-. °. ",........... ...a..`_...:::7.,.7esA, ... .x .MW. 77 n.t.,.. .,.......h7.:.x:.� ..vn',«..,.s...,...:.: ..w:..,.vb.. � ,tea aEr:G...m£....._ .+.h,x. .......:x.,.:1z.:: 6 c)AEDexarsion -20 Envelope losstgain 3074 116 12 a) Infiltration 314 28 b) Room ventilation 0 0 13 Internal gains: Occupants@ 230 0 0 Applianoes(other 0 Subtotal(lines6 to 13) 3388 144 Less e)demalload 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 3388 144 15 Dud loads -00X 0% 0 0 Total room load 3388 144 Air required(clm) 1 132 6 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigF�tsoft� 2024-Sep-2013:09:14 Right-Suite@ Universal 2024 24.0.02 RSU26095 Page 7 1'BTG HOLDING\1635 Park Aven aX1635_Park Ave.np Calc=MJ8 Front Door faces:SE 1 dLCElVE NEW. YORK. BUILDING MAR I6ROUpOIOGY R13 2025 Affidavit Of 2020 NYECCC Compliance Date: 9/16/ 11inq Department 'Own of Southold Inspection Address: 1635 Park Avenue, Mattituck, NY 11952 This is to Certify that on 9/11/2024. the above address has been tested in accordance with the provisions of the 2020 E000 of New York State Building.Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area:. 2261 16lower Door Test Result: 1640.5 Conditioned Volume: 1 33410 JLeakage in ACH50: 1 2.95 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by. post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152)and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Crawl Leakage CFM@25: Exempt Supply R-value: 4.2 IReturn R-value 1 4.2 System 2: Leakage CFM@25: Supply R-value: - Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: Exempt CFM@25 Leakage Limit: 1 1 90.441 JCFM@25 EXCEPTION-'All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020-ECCC Compliance: PASS Mechanical Ventilation: As Tested: 68 Required: 1 53 1 M1507 Compliance Pass Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 i - — Provider ID#:1998-072 om Baccarella• Certification #3587347 607-277-6240 Notice of independent Status.As-per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the.project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent thud party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com 1 New York Building Technology Group 159 Rt.25A, Bldg. 1 Suite B NEW YORK BUILDING Miller Place, NY11953 ® caou"aOLOG I Tel.(631)495-0289 Fax,(631)389-2808 Combustion Safety Testing Form Certified Home Address: 1635 Park Avenue City: Mattituck Multi'-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Builder Tracking#:. Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Insulated Bsmt&Crawlspace (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 09/11/2024 Outdoors Temp During Test: 70- OF CAZ Depressurization, (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA . pa. CAZ Ambient CO: NA PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No- X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System . PPdmary_Yes x No k.pg:Furnace x Boiler Heat Pump Other Eciencxl Fuel Type2 Venting 7pei Draft Spillage Spillagg CO CO Pascal orst Case atural orst Case (Natural) Rating: AFUE N P X O E N V M S X NA Pa. Pass X Fail Pass x Fail NA PPM NA PPM Primary_Yes x Typg:Standard Tank Indirect_Tankless— Size:_ 4 Style Common Vent O Water'Heater No Instantaneous X Commercial (See Note S below) (Gallons) — Stand Alone 0 EJy-cr iejL. Fue17LRee2 YentinQ 7t�nel Draft Spillagg Spi�gg CO CO Pascal orst Case atural orst Case (Natural) EF: .9s N .P x O E N M X S' NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Oven Oven is Electric or No Oven Exists O Oven Range Hood Vented to Outside Yes x No— Oven CO NA PPM Ambient CO(During Oven CO Testing) NA PPM IHeatin System Efficiency, Enter AFUE for fiumace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fuel e: N=Natural Gas P=Propane O=Oil E=Electric 3Venting 7),Pe. 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 re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style.- Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) SWater 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: Tom Baccarella Rater Number: 3587347 Rater.Signature: Date: Sep 16, 2024 Ih brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 Envelope Leakage-Test T�E�C Testing Company:. Technician: THE ENERGY CONSERVATORY Name: . New York Building Technology Group Name: Netaniah Kingston Address: 159 Rt.25a Credentials: RFIN XSQIV5 West BIdg.Suite B Email: netaniah@nybtg.com. Miller Place, NY 11764 Phone: 631-4950289 www.nybtg.com Building Information: Customer Information: Project ID: 1635 Park Ave Name: Address: 1635. Park Avenue Address: Mattituck, New York 11952 Geo-Tag Data: Latitude:-40.985517. Longitude:-72.,513101 Ti mestam p: 2024-09-11 .09:50:17 Measured Leakage: 2.95 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Multi-Point Purpose of Test: Envelope (IECC) Measured CFM50: 1,640.5(+/-.0.8%) Effective Leakage Area: 90.4 in Building Volume: 33,410.0 ft3 Enclosure Surface Area: 0.0#t2 Coefficient (C): 129.5 (+/-5.3%) Exponent(n): 0.649 (+/-0.015) Correlation Coefficient: 0.99974 Test Standard: ASTM E779 (single mode) Test Mode:.Depressurize Test Characteristics: Pre Indoor Temp: 68 OF Post Indoor Temp: 68 OF Pre Outdoor Temp:70 OF Post Outdoor Temp:70 OF Altitude: 0.0.ft . Time Average Period:10 seconds Test Date and-Time: 2024-09-11 09:58:02 3000 Depressurize i j ! I I 1 ` d -� 800 700 Z 600 — m 500 ;G _ 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa), Bldg_(P6). Adj Bldg(Pa) Fan (Pa). Flow(cfm). Config Baseline -0.1 -60.0 -60.6 -60.5 -107.5 1,859:7 Ring A -54.0 .-53.3 -53.2 -89.5 1,701..0 Ring A -48.0 -48.1 -48.0 -77.1 1,581.4 Ring A -42.0 -41.6 -41.5 -63.4 1,437.9 Ring A -36.0 -35.3 -35.2 -52.3 1,309.0 Ring A -30.0 -29:4 -29.3 -41.0 1,162.3 Ring A -24.0 -23.9 -23.8 . -31:2 1,017.6 Ring A -18.0 -17.4 -17.3 -190.0 816.8 Ring B Baseline -0.0 Test Equipment: . Flow Device: Model 3110V Fan Pressure Gauge: DG1000 Serial #:'6102 Calibration Date: 2020-07-27 Deviations from Standard: • None Comments: Insulated Bsmt&Crawl Report by TEC Auto Test.1.10.0 (145), ©2024 The Energy Conservatory, Inc. Page 2 of 2 CONDONTS- OWE 42711M MITI 901m 7�� • - ;� . �,, , arc, . - : ��■■ _� mr to � ICl/ ■ ATO w o A im Sm wdI f► 1!� 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health ✓ SOUTHOLD;NY 11971 4 sets of Building Plans V TEL: (631) 765-1802 Planning Board approval Af A FAX: (631) 765-9502 V Survey Southoldtownny.gov PERMIT NO. Check Septic Form ✓ N.Y.S.D.E.C. I Ulq Trustees + C.O.Application Flood Permit Arlo , Examined ,20 �� Single&Separate Truss Identification Form ✓ �Ov 2 8 ZD�a Storm-Water Assessment Form ✓ a��' Contact: Approved ,20 'l O Mail to:Due East Planning. Inc. Disapproved a/c PO Box 4144 East Hampton, NY 11937 Phone: 631.604.6288 Expiration ,20 Build' ctor j APPLICATION FOR BUILDING PERMIT Date November 5 , 2018 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location.of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing'.the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. DUE EAST PLANNING, INC (Signature of applicant or name,if,a corporation) PO Box 4144 East Hampton, NY 11937 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Aaent Name of owner of premises Anthony Lang (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer SUSAN M BRIERLEY, PRESIDENT (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: 1635 Park Ave Mattituck House Number Street. Hamlet CountyTax Ma No.•1000 Section 123 P ,:�-Block.,;�:02r`�`�:.,.� Lot 32 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant b. Intended use and occupancy 3 bedroom single family dwelling 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolitic � Other Work (Description) 4. Estimated Cost $675,000 Y r i� v V ' . (Ta be aid on filing this application) r >�.� �, � s �l g pP ) 5. If dwelling, number of dwelling units 1 Dumber of dwelling unit orr each floor 1 If garage, number of cars f. 6. If business, commercial or mixed occupancy, specify nature and-extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front eY Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth - Height Number of Stories 8. Dimensions of entire new construction: Front 43' Rear 60' Depth 49.5' Height 12' Number of Stories 1 9. Size of lot: Front 100.00, Rear 100.00, Depth 250.00' 10. Date of Purchase 8/18/17 Name of Former Owner William E Knudsen 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises?YES X NO 14. Names of Owner of premises Anthony Lang Address Phone No. 6 ooper Lane East ampton, Name of Architect David M. Greshem - DMG Design Address„gS7 Phone No 917.698-2076 Name of Contractor Address Phone No. 1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRURIIVA OARM. IZFPERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YO ) S: COUNTY OF SUSAN BRIERLEY, DUE EAST PLANNING, INC being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the AGENT (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw before me thi KI day of 20 �^ LYNDA•M.RUDDER 1 f ` ublic,State of Ne Nota Public No.OIRu6020932 Signature of Appli t n' Qualified in Suffolk County Commission Expires March 8,2Q -=M g11FF �( � UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 1 1 2019 Town Hall Annex - 54375 Main Road - PO Box 1179 v JAN Southold, New York 11971-0959 .. C r0f'i° Telephone (631) 765-1802 - FAX (631) 765-9502 ,,OWN OF 3p roster,richert(a-)town.southold.ny,us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: GC� A�N t S Date: Company Name: 1�1 1 � r Name: 016 License No.: SISLM- M c emaii: Crv1p`ig7 Q0 c 4o f.Co r,1 Address: 170 nnon 1A W r c(`ct 1 (9 ri Phone No.: C.O31 - (10%1 -O o JOB SITE INFORMATION: (All.information Required) Name: Itma Address: irk Cross Street: cc crca'A-00V'01 Phone No.: Bldg.Permit#: L132% 1 email: Tax Map District: 1000 Section: \2,'�> Block: 2 Lot: 2 BRIEF DESCRIPTION OF WORK (Please Print Clearly) (A 11 fug�,rt - Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: Z00 _A # Meters � Old Meter# New Service Fire Reconnect- Flood Reconnect- Service Reconnected Underground Overhead # Underground Laterals l 22 H Fram Pole Work done on Service? G N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for inspection Formals Q� �gUFFOi!,�c "' OGy� f BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD w � Gy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802-FAX(631) �(-995502 / Temporary Certificate # Date ( / Customer Name Gc v [iq/,�G- Electrician Name L-�&-'�IZL� Address 1635- vff-rrp—ae�,— Phone G /— (0/g - 660 e-mail e-mail C h, 972 C A-0c, Copt Phone License# 35- g —wo-7— Size 1,067 A Phase Overhead Underground V---, #of Meters Remarks r41 #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veriti ion is valid for days trom the date above. Authorized by UFO 3 UILDING DEPARTMENT- Electrical Inspector TOWN OF.SO,UTH,OLD ,BAN 1 1 N19 Town Hall Annex -.54375 Main Road.- PlJ Box 11.79" Southold; New York 11971-0959 jGj) � -Tele hone, �31 765-1802 -.FAX 631 '765-9502 ` rogerxichertabw.n:southold:ny.us TOWN ��gptTl APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �G�G�rl �)A A Date:,�1 Company Name: F,-,1 Name: C �y License No.: - ly1 [ email: C r✓Ip��ST I.G®r`'1 3Sy�9 _ Address: . 170 -.1 9.9k 0 Phone No.: co3k - (09a O r o JOB SITE I.NFORMATlON: (All,Information Required) Name: :: Address: l(p ctk Cross Street: ("ln C c wok Phone No.: . a �BIdg.Permit#: y321%77I email: Tax Map•District: 1000 Section: \1-2:) Block: 2 Lot:. 2 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is jG:b ready for inspection?: YES 1 NO Rough In y Final Do you need a Temp Certificate?: V§Y NO Issued On Temp Information: (Alf information required) Service Size 1 Ph 3 Ph Size: —2_QO A. # Meters Old Meter# ew Service Fire Reconnect- Flood Reconnect- Service Reconnected - nderground Overhead Underground Laterals 1 2 H Fram Pole Work done on Service? Y . N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection FormAs PERMIT# Address: Switches I Outlets GFI's . Surface Sconces H H s UC Lts Fans Fridge HW Exhaust �, Oven Dryer Smokes DW Servi e Carbon Micro Generator Combo I Cooktop Transfer AG--� AH Mini Special: r Comments: �l� Scot A. Russell °5 S� 't�>>E�A�tWAT]E K SUPERVISOR : WANA(G]ENUEN T SOUTHOLD TOWN HALL-P.O.Box 1179 gyp' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CCER 236 - STORMWATER MANAGEMENT WORK SHEET DEC 0 3 2013 ( TO BE COMPLETED BY THE APPLICANT ) 1 _ DOS T'IS CTi' &VOLVE Rai'T�' OBE' THE +FOLLOWING - i (CHECK ALL THAT APPLY) Yes .No. :. 1 El El A...Clearing, grubbing, grading or stripping of land which affects more E: : '{ than 5,000 square feet of ground surface. a, El[-I B. Excavation or filling involving more than 200'*cubic.yards of material r within any parcel or any contiguous area. ]E].C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[] D:.Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El El E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. T ❑[� F. Installation of new or resurfaced impervious surfaces of 1,000 square Y, feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number? Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and.a completed Check List Form to the Building Department with your Building Permit Application. :.: ... . .�,..._- ...,..:.� __.-:- S.C.T.M. ate -. ABP[IGANTi Vroperty Owner,Design Professional,Arent,Contractor,Other) 4- 1000 D . D1Stikki / NAME: SUSAN,BRIERLEY'-DUE EAST PLANNING,INC Section Block Lot FOR BUILDINIG DEPARTibIENT USE ONLY"" Contact Inform3tiorc 631.604.6288 :rrwo+e num�a.. Reviewed By: .. Date: . Pfop.eM Address/Location of Construction Work: 1635 PARK AVE Approved for processing Building Permit. Stormwater Management Control Plan Not Required. M ATTITI IC'K [1Y Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 0 SiIMCP-TOS MAY 2014 S.C.T M 1000 CHAPTER 23 6 iPNfpe=ty Qwsus.,Design Proftnional,Agmt,Contractor,o=atrt Sttormwatex Ii ement Control Plan CHECK LIST SUSAN BRIERLEY, 123 2 32 DUE EAST PLANNING, Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. - c, m provide a Complete Explanation and/or Reason for not providing NAME: ,,, '' * The applicant must prov p p Date all Information that,has been Required by the following ClSeck!ist! 631.604.6288 10-23-18 •• ••. -- -_ If Item, Please Provide Justification Here! You answered No or NA to any 1, A Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA' If you need additional roam for explana'tfons, Please Provide.additional:Paper, show all of the..followttlg-items: a. Location & D Xes -cri :tion of P. :r, .Boundaries. - • : ' 1 b Total Site Acr:.ea e. .. _. i e Features wit in:50. . . c lxtsting- .atui Ural&IA:NIa . x '• of the Site Boundary as ire:, :y .: §236-17(Cif2l. d. Test Hole DatalRdlEatlt4.Soll.Characteristics&laept t to Ground Vlater, �4 e.. Limits of Cleat trig&.Area of Pr-0:: S�d,Lafid Dlsturlince,. `:x ,� � . PROPERTY IS MOSTLY FLAT NOTE CORNER �f; �xisttn '&.Fro�bsed:Cai�tout•.s a��the bite tM,nimum z Intervals) vT -� - g: Location of ail existing & proposed structures,roads, X - driveways,sidewalK�,;d�it�� impt�►Ements.&.utilities.... - ; of tsfad"esg FshFlbor eations .or a 1`existing �. . X rtaposed structures...• _ . - _ ho l o. It iol i o,._ProP4�i�'a. "lttliming: b .: tr1. 3s cge rit g._ X catiol; of a :os d Soi.,$ti3c.;: .tl&Ari' x k. Location of gtopost�3 nstCuctlon.Sntran gat gSing Area{s) 1.. Location of."ro o ed concrete washout m. Location of all pro -., d erosion$sediment control measures:,.._ 2. Stormwater Management Contrdl Plan must Include Calculations showing that the stormwater.lmpfovements are sized to capture,store,and infiltrate : : X.. s .. on-site the run-of all impervious surfaces generated by a two t21 inchtile C1. - rainfall!storm event. 3. Details&Sectional Drawings for stormwater practices are required or approval. .. Items reguirlrt ddt,ails shall include but.i1bt be limited to: a. Erosion & Sedirrient Controls. X b: Constrt:cCion Entrance & Site Access.:: X : NONE PROPOSED DURING CONSTRUCTION- C. Inlet Dra'h�age Structures (e.g.catch basins,trench drains,eta) GRADING TO PROMOTE NATURAL RECLAIMATION d. Leachl 5tructuresEe: ; tnft[tt�fton basT swali��e _ y_•_-_,-, . - — �- .---...•.. ....... .. ..` "„Ft:)R LNGINi > I�1 EPAI T USE ONLY*`** I Additional Information is Required. Stormwater Management Control Plan is Not Complete.: Reviewed & l.. Approved By: ; Stormwater Management Control Plan is Complete. , SM P has been approved by the Engineering Department, C Date: . FORM 9 SWCP peck List -TOS MAY 2014 °, Town Hall Annex - Telephone(631)765-1802 54375 Main Road .. _ Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPECONSTR CTION. PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION, Date 4, 11/5/18 Owner: Anthony Lang Location of Property: 1,635 Park Ave- Mattituck Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:- Name (person submitting this form): .Due East Planning, Inc. -Susan Brierlev Capacity(check applicable line): Owner x Owner representative TrussReg15.docx Effective 1/1/2015 4( r.... ..� 611 DIAMETER - ► REFLECTIVE RED REFLECTIVE WHITE � ' PANTONE#187 u LI H 1/Z1! The construction type STRO E. designation shall be K'1977 ii1 777 66*I1 ,977 iilWO1. iiV79 to indicate the construction classification of the structure under ESIGNA"T O ; FOR. S'T'R1l Tl RA section 602 of the BCNYS COMP NE TSS TNAT ARE. OF TRUSS. TYPE,CONSTRUCTION r "Py FLOOR FRAMING, INCLUDING r' a: GIRDERS AND BEAMS ROOF FRAMING STANDARDS AND CODES. 11 R" FLOOR AND ROOF FRAMING SOUTH BAY ABSTRACT, INC, � APolicyIssuingAgenrfor WESTCOR .euu...........nc........ n I 1 3 I ! t I Z Title No. S-15614W SOUTH BAY ABSTRACT, INC. As Authorized Agent for WESTCOR LAND TITLE INSURANCE COMPANY Does hereby certify to: i ANTHONY LANG & LOUIS MARRA That it has caused a search to be made in the Office of the Clerk of the County of Suffolk in the State of New York against the premises described herein and premises adjacent thereto on all i sides from 1953 to present to ascertain the fee chain of title for the subject premises; and abutting premises, and has found only the returns as set forth herein on the following pages as they bear on record title; and; Does certify that the owners of the premises described herein have owned the same in single and separate ownership as by law from 1953 to present. This company's liability is limited to Twenty-Five Thousand Dollars ($25,000.00) for negligence only. SOUTH BAY ABSTRACT, INC. By: Ii Clarence R. Banks I President I 25 Bowden Square •Southampton, NY 11968 a,Tel:631.283.7215 e Fax: 631,283.7685- southbayab@optonline.net + i !4 1 Subject Premises Suffolk County Tax'Map Designation District 1000;Section 123; Block 2; Lot 32 Chain of Title for Subject Premises Jacob Knudsen and Ida Knudsen to Edward Ralph Knudsen Dated 6/24/50 Recorded 7/3/50 Liber 3096 page 218 Edward Ralph Knudsen to Edward Ralph:Knudsen and Ann L. Knudsen Dated 8/31/76 Recorded 9/3/76 Liber 8099 page 148 Ann L. Knudsen to William E. Knudsen as trustee of the Ann L. Knudsen Asset Management Trust dated February 22, 2007 Dated 2/22/07 Recorded 3/9/07 Liber 12495 page 712 William E. Knudsen as Trustee of the Ann L. Knudsen Asset Management Trust dated February 22, 2007 to.Anthony Lang and Louis Marra Dated 8/2/17 Recorded 8/18/17 Liber 12925 page 783 LAST OWNER OF RECORD Adjoining Premises to the West District 1000; Section 123; Block 2; Lot 31 Marie Clarissa Griffin to Dorothy Scholl Dated 12/31/46 Recorded 1/6/47 Liber 2665 page 310 Donald P. Scholl as executor under the last will &testament of Dorothy Scholl to Donald P. Scholl and Thomas M. Scholl Dated 1/2/88 Recorded 2/22/88 Liber 10544 page 278 Donald P. Scholl and Thomas M. Scholl to Francine M. Field Dated 11/19/98 Recorded 12/1/98 Liber 11931 page 676 Francine M. Field to Jeremy Hamilton and Lauren Hamilton Dated 9/21/02 Recorded 10/23/02 Liber 12216 page 494 Lauren Hailton to Ami Opisso and Matthew Opisso Dated 9/6/12 Recorded 10/30/12 Liber 12709 page 847 LAST OWNERS OF RECORD Adjoining Premises to the North District 1000;Section 123; Block 2; Lot 19 Marjorie S. Wickham to William L. Barker and Eliza Barker Dated 6/4/53 Recorded 6/16/53 Liber 3531 page 448 William L. Barker Jr. and Robert S. Barker as co-executors under the last will &testament of Eliza Barker to William L. Barker Jr. Dated 10/21/72 Recorded 10/25/72 Liber 7268 page 231 William L. Barker Jr. to Frank C. Dupree and Phyllis Dupree Dated 5/9/77 Recorded 5/17/77 Liber 8236 page 316 Frank C. Dupree and Phyllis Dupree to George Dupree Dated 6/6/78 Recorded 6/13/78 Liber 8443 page 506 George Dupree to George Dupree and Carolyn P. Dupree Dated 3/6/79 Recorded 3/14/79 Liber 8595 page 430 George Dupree and Carolyn P. Dupree to Leonard J. Dunn and Linda M. Dunn Dated 12/1/82 Recorded 1/9/83 Liber 9301 page 541 Leonard J. Dunn and Linda M. Dunn to Gordon J. Haas Dated 10/30/96 Recorded 11/8/91 Liber 11800 page 932 Gordon J. Haas to David J. Smith and Victoria A. Smith Dated 10/26/09 Recorded 11/6/09 Liber 12605 page 479 David J. Smith and Victoria A. Smith to Windy Bays, LLC Dated 8/25/12 Recorded 12/28/12 Liber 12715 page 282 Windy Bays, LLC to HSA Holdings II LLC Dated 3/2/17 Recorded 3/28/17 Liber 12906 page 290 LAST OWNER OF RECORD Adioining Premises to the North District 1000;Section 123; Block 2; Lot 18 Marjorie S. Wickham to William P.Scholl Jr. and Violet Scholl Dated 6/4/53 Recorded 6/18/53 Liber 3533 page 237 William P. Scholl Jr. and Violet Scholl to Philip Leslie Scholl Dated 9/14/89 Recorded 12/14/89 Liber 10983 page 30 Philip Leslie Scholl to Philip Leslie Scholl and Wendy Scholl Dated 10/12/10 Recorded 12/9/10 Liber 12645 page 511 LAST OWNERS OF RECORD Adiioining Premises to the East District 1000; Section 123; Block 2; Lot 33 Jacob Knudsen and Ida Knudsen to Salve Gustav Salvesen and Tomine Salvesen Dated 6/24/50 Recorded 7/3/50 Liber 3096 page 237 Tomine Salvesen as surviving tenant by the entirety to Michael J. Freeman and Gail Freeman Dated 8/5/71 Recorded 8/23/71 Liber 6991 page 383 Michael J. Freeman and Gail Freeman to William A. Lawrence Dated 6/28/79 Recorded 7/6/79 Liber 8654 page 323 William A. Lawrence to Herbert S. Rosenfeld and Esther H. Rosenfeld Dated 11/1/91 Recorded 11/13/91 Liber 11368 page 297 Herbert S. Rosenfeld and Esther H. Rosenfeld to Roger E. Schwed and Laura Dukess Dated 9/9/98 Recorded 10/1/98 Liber 11920 page 447 Roger E. Schwed and Laura Dukess to EIK, LLC Dated 1/17/14 Recorded 1/28/14 Liber 12761 page 756 LAST OWNER OF RECORD Dated: November 8, 2018 Southampton, New York South Bay Abstract, Inc. By: Clarence R. Banks President Sworn to before me on this 8tn day of November, 2018. Notary Public MICHELLE KISS Notary Public, State of New York No. 01 K15065407 Qualified In Suffolk County Commission Expires: gti / / ryo°t �\ rsz 8UIV r00 r o, // g / 10 `� O ' 1 51 °00 ti 28 1z5 ��.`� ,�3 ry1 42 BA(c) 100 s�o, 0 (12) 3 � 'o QO (13) .0 � '$ `� g � 75 � 151 os $ a ss 15g �-� ,�9 (14) Ci10 5 $ 185 j (15) r00 L1 q O 20 3 6 2.16 2 2 `Z 0 k 16 213 v � 0 M � 125 i 1p0 N 1v° T - Z� 1 3� 45 0 � N � 0 I` 1 m igi 0 N 33 �� 1p4 `p,dl y0 32 400 � �° � o i o 2$ 2 ioo io° Ayj�.. ,� � ,� � g ,�0 '�• 2"( O 1p0 5°0 Ar Z s 3 1.3.1 3AA a , . I Illllll llll lllll lllll lllll 111 l lllll lllll lllll llll llll IIIILIIIIIIIIIIIIIIIIIIII - - SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE - .. --- --- ----- - ---- - - -- -- - ------ ---------------------- -- ----_-----------.........- --- ---- --- -- - - - -- -- ------ Type of Instrument: DEED Recorded: 08/18/2017 Number of Pages: 4 At: 11:15:18 AM Receipt Number : 1.7-0143003 TRANSFER TAX NUMBER: 17-02554 LIBER: D00012925 PAGE: 7 83 District: Section: Block: Lot: 1000 123�.00 02 .00 032 .000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: - $225,000 .00 Received the Following Fees For Above Instrument Exempt Exempt Page/Fil.ing $20.00 NO Handling $20 .00 NO COE $5.00 NO NYS SRCHG $15.-00 NO EA-CTY $5.00 NO EA-STATE $250 .00 NO TP-584 $5.00 NO Notation $0 .00 NO Cert.Copies $0.00 NO- RPT $200.00 NO Transfer---tax--------------- $900--00-------- - NO- ----- --Coaun�Pres ----- - -- - ---- $3;000�.00----- --NO.---------- Fees Paid $4,420 .00 TRANSFER TAX NUMBER: 17-02554 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County RECORDED Number of pages 2017 Aug 18 11:15:}8 All JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK• COUNTY record. Please remove all L DOOO12925 P 783 Social Security Numbers DTI* 17-rr2554 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps I 3 FEES Page/Filing Fee 2n, Mortgage Amt. I Handling 20. 00 1.Basic Tax I ' 2. Additional Tax TP-584 SubTotal Notation Spec./Assit. � ' or EA-52 17(County)o i Sub Total Spec./Add. -5217-(State)-._ TOT.MTG.TAX - .._.. -- _._.._.. .._.... --- .-----....... ..........- Dual Town Dual County R.P.T.S.A. (]' Held forAppointment Q Comm.of Ed. 5. 00 Transfer Tax Affidavit Mansion Tax Certified Copy The property covered by!this mortgage is or will be improved by a one or two NYS Surcharge 15. DO family dwelling only. Sub Total YES or NO Other Grand Total ��a• I \�/\ If NO, see appropriate tax clause on page# of this Instrument.' 4 Dist. y 17027016 J.000 12300 ozoo osz000 ��pp S Community Preservation Fund Real Propert P T S IIIIIIIII1111I11IIII�IIIIIIII�I�l111iU1 Consideration Amount.$, 0 Tax Service R CWH A II1�I4I Agency ��-AUG_1 CPF Tax Due $ •500D Verification _ / p Improved 6 Satisfactions/DischargR CORDesLETURNTO�OwnersMailingAddress ✓ Vacan I t Land %�. TD !' 160D TD TD Mail to:Judith A. Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 � __ Co.Name. � I. www.suffo[kcountyny.gov/clerk Title --�1 41 8 Suffolk County Recording & Endorsement Page This page forms part of the attached made by: (SPECIFY TYPE OF INSTRUMENT) W A`I The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO _` In the TOWN of _ +-{"� In the VILLAGE n --.pnn� 7V •��y� or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over � i IMPORTANT NOTICE , If the document ybu'vejust recorded is your SATISFACTION.OF MORTGAGE,please be aware of the following: if a portion of your monthly mortgage payment included your property taxes,'You will now need to contact your local Town T ax Receiver so that you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: 'on or before January 10. and on or before May 31.. Failure to make payments in a timely fashion could result in a penalty. Please . contact your local Town Tax - Receiver - with any questions regarding property tax payment. .Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst,N.Y. 11757 - Riverhead,N.Y. 11901 -- .-...---------(631)-95 i 30b4---------------------- - - ...... --- - - -(631)727-3200 : - - -- -- - - ---- -------------- ---------------------------------- -- Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter island Town Hall Farmingville,N.Y.11738 Shelter Island,N.Y.-11964 (631)45 9009 (631)749-3338. East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo.Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown,N.Y. 11787 (631)32 2770 (631)360 7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes - 100 Main Street 116 Hampton Road Huntington,N.Y. 11743 ti Southampton,N.Y. 11968; + }� (631)35 I-3217 (631)283-6514 t Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 a'ssau Avenue 53095 Main Street Islip,N.Y. 11751 Southold,N.Y. 11971 (631)224-5580 (631)765-1803' ----------------------------------------------------------- -.... -- ----------- ---- - — -- - -- ---/� -- - - -_• -- - -- -- - - -- Judith A. Pascale Suffolk County Clerk dw i 2/99) 'r.�1 / , ' r . .. umae-alostd NY 005-Bargain and Sale Deed with Covenant against Grantor's Acts Individual or Corporation(Single Sheet)(NYBTU 8002) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY- r ' THIS INDENTURE,made the Z aeA day of August in the year 2017 BETWEEN William E..Knudsen,Trustee of THE ANN L.KNUDSEN ASSET MANAGEMENT TRUST � DATED 2/22/2007,having an address at 168 East Beverly Parkway,Valley Stream,New York 11580 :hoYvrr."n ^' 'vin:ct1 party of the first part,and f r •_ y1mu+:�i•.?lac,ni4-• '-rh ANTHONY LANG and LOUIS MARRA,as Joint Tenants,with Right'of.Survivorship,residing at 535-West 23rd Street,Apt N3A,New York,New York 10011 party of the second part, WITNESSETH,,that the party of the first part,inconsideration of Ten Dollars and other valuable consideration paid by the ' _ .. - party of the second.part,does"hcreby.grant and release unto the party of the second part,_the heirs or successors and assigns oC " _ _-... - __.._. _....... the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in the "SCHEDULE A ATTACHED HERETO" t Premises: 1635 Park Avenue,Mattituck,New York 11952 SCTM No.1000-123.00-02.00-032.000 BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed dated 2/22/2007 and recorded with the Clerk of the County of Suffolk on 3/9/2007 in Liber 12495 Page 712 -"" ---------"--- TOGETHER-with all right,-title and interest if any,of the party ofthe first part of;in and to any streets and roads abutting the - - - - -- " -"--- --- above-described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first pan in and to said premises;TO HAVE.AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second pan forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumhered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same firs[to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall,be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first pan has duly executed this deed the day and year first above written. Ann L/ Knudsen Asset Management Trust IN PRESENCE OF- dated 2/22/2007 ` by:, William E. Knudsen, Trustee USEACAWOIVIEDGI,I•ENTFORMBELOWWIThvmNEWYORKSTATEONLY.• 'USEACXNOIV(EDGMENTFORMBELOWWITHINN&'WYORKSTATEONLY: StateufNe wYork,County of Suffolk ` }ss.: State of New York,County of )ss: On theZ day of August in the year 2017 On the day of in the year before me,the undersi ed,personally appeared before me,the undersigned,personally appeared William E.Knudsen personally known to me or proved to me on the basis of satisfactory personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the evidence.to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that helshehhey executed within instrument and acknowledged to me that he/shchhey executed the same in his/her/their capacity(ies), and that by his/her/their. the same in his/her/their capacity(ics), and: that by his/her/their signatures)on the instrument, the individual(s),or the person upon signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,execingd the instrument. behalf of which the individual(s)acted,executed the instrument. JAMES L PLACE Notary Public,State of New York No.01PL4794443 Qualified in Suffolk County Commission Expires August 31.201_0 ACKVOWfEvGMENTFORM FOR USE WITHINNEWYORK STATE ONLY ACKNosvuDGMENTFomtflvoR USE OUisIDENEW-YORKSTATE ONLY • (New York Subscribing Witness Acknowledgment Ceirificatel (Out of State or Foreign General Acknowledgment Certificate] State of New York,County of }ss.: .. .• .• .•-.••.•}ss.: (Complete Venue with State,Country,Province or Municipality) On the day of in the year before me,thc'undcrsigncd,personally appeared On the day of in the year before me,the undersigned,personally appeared the subscribing witness to the foregoing instrument,with whom 1 am personally acquainted,who,being by me duly swom,did depose and personally known to me or proved to me on the basis of satisfactory ----- ----say that-hdshetthcy reside(s)in - _.--. ---_--.,. -cvidence.tabe.the.individual(s)whose name(s)is(are)subscribed to the------------,-----------.----------............... ---------__-.----- within instrument and acknowledged to me that he/she/they executed (if the place of residence is in a city,inchide the street and street number, the same in his/her/their capacity(ies),that by his/her/their signature(s) if any,thereo);that he/shelthey know(s) on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the insuument,and that such individual to be the individual described in and who executed the foregoing made such appearance before the undersigned in the instrument;that said subscribing witness was present and saw said execute the same;and that said witness at the same time subscribed (Insert the chy or ol)ter political subdivision and the state or country or his/her/their name(s)as a witness thereto. other place the acknowledgment was taken). , BARGAIN&SALE DEED Wm(COVI:NANYrS AGANST GRAMOR'S AM T/rrENo. - DISTRICT 1000 SECTION 123.00 Ann L.Knudsen Asset Management Trust BLOCK 02.00 LOT 032.000 COUNTY OR TOWN TO Anthony Lang and Louis Marra RECORDED AT REQUEST OF Fidelity-National Title Insurance Company RETURN BY MAIL TO -- - -FIDELITY-NATIONAL TITLE--------- ---------- -- - ------ - - Adam Miller,.ESq..---------- - -- --- - ----- -- -- - - - INSURANCE COMPANY PO Box 1947 b+coxvomrEn 1928 Bridgehampton,New York 11932 _ "ceps/,. rAd�Fidelity Member New r.,A S..rrM7rfe Ae.xtana W V LL LL O Z O 2 O U ' W Q i O ul to cc O U. W U 4 ' a - tn - N_ ul S W al cc I 5-15614W DESCRIPTION , I ALL that certairrplot,piece or parcel of land,situate,lying and being at Mattituck,Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at,a point on the northerly side of Park Avenue distant 485 feet easterly from the, corner formed by intersection of the northerly side of Park Avenue with the easterly side of Marratooka Lane; RUNNING THENCE from the point of beginning north 3 degrees 03'OIC west 250-feet; RUNNING THENCE north 86 degrees 57'00"east 10O feet; RUNNING THENCE south 3 degrees 03'00"east 250 feet to the northerly side of Park Avenue; RUNNING THENCE along the northerly side of Park Avenue south 86'degrees 57'00"west 100 feet to the point or place of BEGINNING. " -_._.______.___.-------._ ____-..._._._____..__..._._..____.__....___.._- _ ' I OF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax-(Ql)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ BUILDING DEPARTMENT July 19, 2021 TOWN OF SOUTHOLD Lang, Anthony 535 W 23rd St Apt N3A New York, NY 10011 RE: Remove or Reverse Insulation. d�eJ3 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy X Energy Test results, Manuals J&S. Electrical Underwriters Certificate. A fee of$50.00. X Final Survey with Health Department Approval. X Plumbers Solder Certificate or Pex Affidavit Jeel?-V -42) y Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43287-Z Single Family Dwelling a SURVEY OF PROPERTY CP A T MA TTIT UC K --VationTOWN OF SO UTHOLD SUFFOLK COUNTY MY By 1000-123-02-32 \ GP SCALE. 1"=30 E. JANUARY 25, 2015 JULY 12, 2017 (CERT/F/CATIONS) REVISION TlE DISTANCE) Or c,0: � A JUL 13, 2017 ( PciT ©i ,J ; � JULY 17,2018 (PROPOSED HOUSE) F,,k,iLY R' ''`_� � I AUGUST 21, 2018 (REVISION) .i.C1CT 0 4 2018,F3, p2 JOHN WIZBICKI WINDY BAYS LLC� � N/p/F � N/p/F AP1,�IL`� fI Y� n � { � I o I LL -- `� SUZANNE WIZBICKI DWELLING PHILIP SCHOLL � �,...a., ,� 2, :s,d�Ills I WENDY SCHOLL 1 of' Os:rue, cl:.. � _ '+ a -- DWELLING WELL 150 Fr✓;RE3 i krZi=NE/ERG 1=tZ0�v9 Gr{�f�' OF'l�r►R�?' r+i. f o DWELLIN' I V�ELL 150 + SHED 100.00, CLF. STCKD. WELL 150'+ cP cP � " 6.0 N. 0.3N. N86 57 0 E ICLF. SRF CLF. I wu�+ 0.1'W. 0•11W' STOCKADE-FENCE -_-_-__-- ---- CERTIFIED TO' 0.2's. .71W. 0.6'N. I CHAIN LINK FENCE CMF A.J. LAN& CHAIN LINK FENCE CMF EL. 20.4 1 EL. 21.0 LOU 15 MAKKA w ' o WE5TGOK LAND TITLE IN5. o c,., o 00 o o � o PROPOSED SEPTIC SYSTEM �Septic tank shall be divided into two 1 (3 BEDROOMS) compartments by a full sized traverse ! 6' 1-1000 GAL. 8'0 X 5' DEEP wall.The inlet compartment shall have 9P� 1-80 X 12' DEEP LEACHING POOL 50-75 percent of the total capacity. -r- r� - D OCOVEIZ ��- BUILDING EN r ' VACANT 1 (WOODED) RAIN RUNOFF CONTAINMENT ..�..,�•..w.._--.,..._a._..�w.......,.._--n_ -�.._.,�.___�,.�,_._,...__.._i � ', ;� m 1 O B i C�iC�llIKCIL(3y HOUSEADECK/PA770 3,361 Sq. Ft. r a, a T 3 �' _ ° ' "'O i Z ASPHALT 3,361 x 0.17 x 1 - 517.4 Cu.Ft. j3y Suffolk Co.zrity Department of Health .Services 517.4/422 = 12.25 VF a 1 Provide 2 DW 8'0 x 7' Deep= 14 VF HOUSE Connected by Gutters & Leaders D i a+a ,�,, WELL ' ow I rri 20.3' ! PROPOSED C0 a 1 STY. �. 1 13 BEDROOM 1 D N/O/F TEST HOLE DATA N/O/F ;HousE ,' 16 5 EIK LLC + a� iFF=26.0' McDONALD GEOSC/ENCE a 6.2 z l d � 11/1s/15 AMI O. I�SO ,�� DWELLING D �I MATTHE'V OP1SS0 20 9' �. BROWN SILTY DWELLING SAND SM DWELLING PUBLIC WATER m 5.s """ 1�� ' � o �- + ' PUBLIC WATER 1 TILITY < , % I y 1 POLE m PALE BROWN + 0o,� S/L T ML -------- 7 ' SR , 15.0' \ O0.3'w. FLOOD (SIDE) />-\ ZONE X PALE BROWN O o a Ex �\\ ; FINE SAND SP �y !� o O `` ► m 3.6 1 BUILDING - ----_ENVELOPE _.+ � _ D 0 cn o• -< I � IN. {i 17' tl� o r I ce AREA � 3.3 z . OF � m � F TEST 2' NOTE. NO WATER SEPTIC ri D HOLE 0'N• 100 ENCOUNTERED - j 20.9' EL. 21.3 1 co, -- ��o� ELM 2 1 285' 1 QQ' 86.57'QQ"W 100'00� 6.9'S. SPLIT AIL FENCE KEY EDGE OF PAVEMENT 3"' . EN QQ = REBAR WELL _ — A T TEL. 20.8K �/R s PUBLIC WATER IN STREET EL. 19.3 � ® = STAKE ® = TEST HOLE ' 1 1 ® = PIPE 1 ��L�j`�••'i• ® = MONUMENT 1 DWELLING -- = WETLAND FLAG WELL DWELLING DWELLING 1 SEPTIC 15 �� • ; '0--) = U77LITY POLE SEPTIC & WELL 150 + SEPTIC & WELL 150 + ' ELEVA770NS REFERENCED TO NAVD 88 S, LIC. / ANY AL7FRA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLA77ON OF PECON/C SUR snLAW.7 T EXCEPT AS PERSEC77ON 209-SUBDWSION 2. ALL CER77RCA77ONS HEREON P . '• .a.••, .a TOTAL AREA n 25,000 SO. FT. (6X) 765-5020 F X`��6' r?,;rt7 5-1797 ° ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP P.O. BOX --- OR COPIES BEAR THE IMPRESSED SEAL OF 774E SURVEYOR WHOSE 123D TRA I/ELER STREET SlGNA7URE APPEARS HEREON. SOUTHOLD, N. Y. 11971 15-23 - ..,� ,... \... :�, � SUFFOLK C 1.5"X 1.5"X42"HARDWOOD STAKE*19 OC 1000-12 EROSION CONTROL WIRE BACKED SILT FENCE 6 1 ROSION &SEDIMENT CONTROLS APPROVAL OF STOR ATER ANAIGEMENT SCALE; JANUARY 36 2' Shall include but not be limited to: C JUL Y 12, 20f7 COWROL P,'L.PAINN -T Cad p A well maintained Construction Entrance, DULY 1J, 2017 (REV FLOW—" Date: I JUL Y 17,2018 (P Wire Backed Silt Fencing, stabilization Approve Y: ;v AUGUST 21, 2C fiSeeding of exposed and/or inactive soils, SILT FABRIC-TO BE EMBEDDED--"- i / F - I WI, Ij/C 1`F I N/O/F I'BELOW GRADE(TYP) ,4DY BAYS LLC i jo *,ZBICKIa. I PHI LIP Sr-HC)-L F SILT FENCE-NTS DMINAGE INSPECTIONS ARE REQUIRED SU 71 E OZB'CKt DWELLING WCNDY SCHOLL WELL 150'+ Contact TOS Engineering at 765-1560 before 1 DWELLING J)WELUNGWrswca CU, sMa WFLL 150'+ WELL 150'4- 100.00' 037. Dockfill, OR Provide Engineer's Certification . r 4. CLF, SR N865 0,14. L.21,V-ENTRY TO BE GRADED that the drainage has been installed to Code. TO CONTAIN RUN-OFF ON SITE USK f I Wl-, CEKTIFIEC) TO, A.J. LANCE A EL.20.2' LOU15 MARRA P LAN�I TITLE IN5. ARK AVE. WE5TCOP 4 PROPOSED SEPTIC SYSTEM (J BEDROOMS) 1:t000 CAL 8'0 X 5'DIMP aEef�, 25' V 9 12'DaY LFACIONC POOL POOL 01$CHARGE CALC, (WOODE, 'X 18'X 4-512 CLI.FT. CRQSS SECTION THROUGH CONSTRUCTION ACCESS-NTS RAIN RUNOFF' CONTAINMENT.' :12 X.2-102A CU.FIT. 1SPHALT 2 4 HOUSrAEM/PATO 5,361 54 rt. P 10 CU,PT.142.2-2.43 VP ROVIDE i DW VDIA.X 7'DEEP 7 VF Ami x aY7 Ar 1 517.4 C"Ff. HOUSE 517.4142.2- 72.25 W DW Proqdo 2 OW 8'0 r 7'Coop- 14 W Connected by(luttwo&teadw# INSTALL WIRE BACKS SILT FENCE AT PERIMETER OF DISTURBANCE-MAINTAINED P THROUGH OUT CONSTRUCTION i STY" N/( ROOF D UK �3 s/c,/r eo jrF-2e 0' C) TEST HOLE DATA AMI OPISSO�ALD GCOSCIRV,E W( C ks Vcl)6� W 11119115 MATTHEW OPISSO > DAPELLING PUBLIC WAIlLS I SANO SM RPOWN SX1 TY' t)WELLING ...... 3 PALE RROIW PUBLIC WATER SY, SfL T W 7' PALE PPOWN r,',%1C SAtil) SP URF A,N\ -------- IMPROVE TEMPORARY C0N"TRUC"1ON a' - - 09 K P L��REA • COE$$WITH ,0MPACCRCA ' CS 15 FEET WIDE 9Y3W DEEP ONCYASMOUT AR 17' ITST I;;rPTX; NOTE: NO HATER _213 LNca"N If RED loao) 3 tri 100 6'57 00 w KEY Ent'r- PX V.�Fjj N REBAR 4iq 3 K A Slpf rT ril A - STAXE fP . 7rST HOLE 0 - PIPE DWELLING N . MONUMENT D,,VELLING SEPTIC 160+ # KTLAND FLAG DWELLING I - U77uly par SEPTIC 1504 ) Ic & WELL 150" Al V C I SHEET: PREPARED BY: PRQJECT: SITE PLAN SEDIMENT CONTROL SCALE 1 :50 Nr)TE SITE SEDIMENT CONTROL PLAN BASED ON A SURVEY PREPARED BY PECONIC SURVEYORS. LANG-MARRA HOUSE SWPP_1 DUEEAU 1635 PARK AVE PLANNING-INC. 4 V4 MATTITUCK, NY V DUE EAST PLANNING,INC PO BOX 4144 SCALE:AS SHOWN I DATE: 10.23.18 EAST HAMPTON,NY 11937 031.8044286 SURVEY OF PROPERTY CP AT MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY N. Y. 1000-123-02-32 CP SCALE: 14=30 JANUARY 25, 2015 JUL Y 12, 2017 (CERTIFICA TIONS) I JUL Y 13, 2017 (REVISION TIE DISTANCE) I JUL Y 17,2018 (PROPOSED HOUSE) I I AUGUST 21, 2018 (REVISION) ' I Nf0/F N/0/F NOVEMBER 27, 2018 (REVISION) I I I JOHN V,!IZBICKI o I WINDY BAYS LLC N/O/F, SUZANNE WIZBICKI DWELLING I PHILIP SCHOLL I DWELLING o WELL 150'+ WENDY SCROLL WELL. 150'+ I# ;° • CLF. STC►D. DWELLING CP cP ! N86'S7'0 "E SHED 100.00 WELL 150'+ 6.0'N. 0.3N. ICLF. SRF CLF. I SA SA 0.1'W. 0.1W. STOCKADE FENCE GERT I F I ED TO- i 0.2's. .�'W. 0.6'N. ' A.J. LAND CHAIN LINK FENCE CMF LOU I5 MARRA CHAIN LINK FENCE CMF EL 20.4 EL 21.0 Z W WE5TG0R LAND TITLE I N5, cs w (A o VACANT C o (WOODED) PROPOSED SEPTIC SYSTEM .8' (3 BEDROOMS) 1-1000 GAL 8'0 X 5' DEEP FO C) 1-80 X 12' DEEP LEACHING POOL 1 _ -__ 1 i D �.COVER F- - BUILDING ENVElOrE rat ALL 0 8' RAIN RUNOFF CONTAINMENT � �� F� � � ASPHALT HOUSEIDECK/PA770 3,361 Sq. Ft. o 3,361 x 0.17 x 1 = 51 Z4 Cu.Ft. 5l Z 4/42.2 = 12.25 VF ' e HOUSE Provide 2 DW 8',0 x 7' Deep— 14 VF Connected by Gutters & Leaders WELL 1 �Q i,•e , e>ara�"m i 1 cZ� i ; PROPOSED wo 1 1 ! 1 c-N 's ,y 3 BEDROOM w , o !HOUSE 0 ' lFF=26.0' ,so' D 0/F TEST HOLE DATA N/O/F o; a i o.a� 1 N EIK/ LLC McDONALD GEOSC/ENCE AMI OPISSO 6•2 z ; s �•,o° DWELLING 11/19/15 1 MATTHEW CPISSO o , 20.9' m 1 ,,,� ' DWELLING c� 20.0' w s�� o BROWN SILTY WATER m 5.8 (SIDE) y000� I o ; SAND SM DWELLING PUBLIC 20. PUBLIC WATER �, °� ; - 1 Harr Z 1 PALE BROWN .``� POLE S/L T ML 1 ' D ' SR $ � ' -------- 7 O 15.0 0.SIN. a LP ��`% FLOOD (SIDE) PALE BROWN O i EX i ZONE X 1 FINE SAND SP z ^j - O 1 1 � 3. BUILDING ENVELOPE_ ___---- O O 0 < ao o -- b' o m 1 T 4REAOF 3.3 Zo I NOTE• NO WA TER SEPTIC D TEST 2'F 100' ENCOUNTERED _ ~ -< HOLE O'N. L- 20.9' EL 21.3 285' 100' 100 1 tt � 106 EL. 2 KEY M 86*51 LIU Vv 100'00, 6.9'S• SPLIT AIL FENCE EDGE OF PAVEMENT 3.4 . CE VENrt Q = REBAR A EL, 20.8 ® = WELL A RK PUBLIC WATER IN STREET EL. 19.3 = STAKE = TEST HOLE ® = PIPE 1 wE -` LL ® = MONUMENT DWELLING „ Env = WETLAND FLAG WELL DWELLING - DWELLING 1 ; SEPTIC 159 `� UTILITY POLE= WELL 150'+ � ' 1 SEPTIC & WELL 150'+ SEPTIC & ELEVA77ONS RE N FERENCED TO NAVD 88 1 ANY ALTFRA770N OR ADD1710N TO 774/S SURVEY IS A VIOLATION OF PE C SURV �0 fP,C. SECAON 72090E THE NEW YORK STATE EDUCAAON LAW. EXCEPT AS TOTAL AREA - 25,000 SO. FT. (631�}1`�` 65i,5020,�F,AX (631) 765-1797 PER SEC710N 7209—SUBDI VISION 2. ALL CER7IF7CA 7)ONS HEREON , ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY lF SAID MAP P.0. DOX a'P,09;`l OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 TR�I VELER STREET S/GNA7Z/RE APPEARS HEREON. 15-234 SOU THOLD, N. Y. 11971 `""""w`^'T`h`. .. wro`.M`•vwwwww. .q. r`w+wp+` .w`�Hw`ww .. "rw'^`w.wwwC`.w@w`c`•ww.... `w w.wwwww.....www.,w.` w. wwwwww...,"`wgw.yww`�,q.y ..,wH.,wwwww.wwwnw.w wwwww..ww.www w—wwwwwwn`w.x.nwwxv�.ww."w..w..w.wmw..w SURVEY OF PROPERTY O A T MA TTIT UCK TO WN OF SO UTHOLD SUFFOLK COUNTY ., N. Y. 1000 123 02-32 - 1 SCALE: 1'=30 JANUARY 25, 2015 JUL Y 12, 2017 (CERTIF/CA TONS) �t n 'Jan I JUL Y 13, 2017 (REWS/ON T/E DISTANCE) JUL Y 17,2018 (PROPOSED HOUSE) �� AUGUST 21, 2018 (REVISION) Q!� U k- F I NOVEMBER 27, 2018 (REVISION) N/o/F N/0/ MARCH 11, 2019 (FOUNDATION LOC) I SUZANNE I B K JCHN WZBCKI � WINDY BAYS LLC DWELLING I N/0/F DWELLING I WELL 150'+ WELL 150'+ DWELLING PHILIP SCHOLL I 00 WELL 150'+ WENDY SCHOLL ' N86'57'0 "E I SHED I 100.00' -- ----------'_—_--- z w (A o cS (+ c., o 0 0 o Ri C) D p D C) m 23 2. ASPHALT HOUSE as �WELL ati� •a. `r 26.7' 13.9'6 'a. 20.3' C) 6. 15.1 D N/O/F TEST HOLE DATA N//F m LLC McDONALD GEOSCIENCE AMI OPiSSO '� is. DWW ELLING 11/19/15 D MATThEW OPISSO D 20.9 c� BROWN SILTY DWELLING m SAND SM DWELLING PUBLIC WATER o PUBLIC WATER m PALE BROWN D SILT ML y tv PALE BROWN O FINE SAND SP 1� to D � 17' D NOTE.• NO WA TER � ri 100' ENCOUNTERED tt 285 100' 100 S86'57'00"W 100.00' KEY Q = REBAR PARK WELL A VE UE ® = STAKE = TEST HOLE 1 ® = PIPE ® = MONUMENT 1 DWELLI . DWELLING 15d'F - WETLAND FLAG ® DWELLING 1 SEPTIC ,R ..:,..::.: ..... . UTILITY POLE SEPTIC WELL 150 + SEPTIC & WELL 150'+ 1 1 N. IG=rN'0.�' ELEVA77ONS REFERENCED TO NA VD 88 8 ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF PECONIC.'4 P.0 SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS TOTAL AREA 25,000 SO. FT. (631) 6 �J� �' AX (631) 765-1797 PER SEC77ON 7209 SUBDIVISION 2. ALL CER77FlCA770NS HEREON BOX 909 O. ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP P. OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 TRAVELER STREET 15-23'7'//�� SIGNATURE APPEARS HEREON. SOU MOLD, N. Y 11971 SUFFOLK C 1000-12,' 1.5"X 1.5"X42"HARDWOOD STAKE*19 OC ROSION &SEDIMENT CONTROLS APPROVAL OF STOR"ATdER ANAGEMENT SCALE: IF EROSION CONTROL WIRE BACKED SILT FENCE Co d Shall include but not be limited to: JANUARY p r?2-36 • CONTROL PP�N T ICILY rZ 2017 A well maintained Construction Entrance, CONTROL P T Co" L ,LILY 15, 2017 (REV Date: FLOW— Wire Backed Silt Fencing, stabilization & JULY 17,2018 (Pf 3v Seeding of exposed and/or inactive soils, Approve AUGUST 21, 2C j N/O/F I SILT FABRIC TO BE EMBEDDED IT KI WIN 1'BELOW GRADE(TYP) jo "Z81C WINDY BAYS LLC N/O/F BK PHILIP SCHOLL 'DAMNAGE INSPECTIONS ARE REQUIRED "ZBICKI DWELLING su�z E WENDY SCHOLL ELEVATION& PROFILE OF SILT FENCE-NTS WELL i5o,+ COnWt TOS Engineering at 765-1560 before DWELLING DWELLING WELL 150'+ 'q SHr 100.00' WELL 150'+ HOCK11, OR Provide Engineer's Certification N86'57' Ir ED ON 0 CLF. SW cv. I- a.)), -a IW that the drainage has been installed to Code. ?qK frNa CERTIFIED TO, CH U EL.210-JENTRY TO BE GRADED C14MH UW EL 21 TO CONTAIN RUN-OFF ON SITE A.J. LANE LOUi5 MARRA 7 77, f L.202' WE5TC,OR, LAND TITLE IN5, P E PARK AVE. PROPOSED SEP77C SYSTEM (3 ft-DR"S) 10' F:10W CAL 8'0 X S'VffP ------0 60 X 12'DC&LrAD-0 PCXX V NT 25' POOL Dt$CHARGt CALC. X X 41-512 CU.?T. (WOODE RAW RUNOFF CONTAINMENr, :'12 X 2.102A CU.PT. ASPHALT CROSS SECTION THROUGH CONSTRUCTION ACCESS-NTS HWSE/=W/PA 170 A 361 Sqt Ff. 102.4 CU,PTJ422-2,43 VF .%361 x a17 x I -5?7.4 C"ft PROVIDE i DW I'DW X r DEEP i 7 VF t 517.41422- IZ25 W HOUSE ProvW 2 OW 8'0 jr 7*Dev- 14 W ♦ DW/ C*OmWod by outtwv Loadws INSTALL WIREI BACKS SILT FENCE AT PERIMETER OF D13T URBANCE,MAINTAINED 70. THROUGH OUT CONSTRUCTION PROPOSED !I STY. N/ ROOF Z 3 BEDROOM HOUSE EIK N/O/F AMI sd IFF-28-O' TEST HOLE DATA OPISSO owl McDONALD GEOSCWINCE MA'rVEW OPISSO > DWELLING 20.Op P - UROiw 9L 7y pUquc WATER SAND Sjw DWELLING �0 4 ........1 3' PUBLIC WATER PALE BRAWN tt- &cr YL SRF I OUSE ........11 7' LP PALE BROON ........ Mc SAND Sp IMPROVE TEMPORARY CONSTRUCTIO -" I-- ---- KP EA -- % CCE"WITH3*COMPACT FICA rA.!E -\ P_ 16'E V 'C" ONCJ WASHOUT ARZA%.. E ........... 17' Z r NOTE: NO WAtER qrprr ENCOUNTERED EL.W.3 100-00 60-s- I FfNCE KEY 265* 100. 675700 IN EDGE X P'kWP'C"T 10. "Aw IM S ARK A VEN mi MST HMC 0 - PIPE -7 H - k(,)NUVDVT wru. / \' DWELLING DWELLING - PVLOIND FtAG -V DWELLING SEPTIC 150+ - U77UrY PCVC SEPTIC & WE,—, 150,+ SEPTIC & WELL 150" SITE PLAN SEDIMENT CONTROL - SCALE 1 :50 PREPARED BY: PROJECT: SHEET: NnTE SITE SEDIMENT CONTRQL PLAN BA$ED ON A SURVEY PREPARED BY PECONIC SURVEYORS. D CT LANG-MARRA HOUSE SWPP_1 PL 1635 PARK AVE AN+! C. MATTITUCK, NY DUE EAST PLANN14G,INC PO BOX 4144 SCALE:AS SHOWN I DATE: 10.23.18 EAST HAMPTON.NY 11937 631.804 6263 J j SURVEY OF PROPERTY /',L(F AT MA TTITUCK OTIM25 0 W E 4(, RIO-18-0094 .'("OWN OF SOUTHOLD SUFFOLK COUNTY N. Y MAR 1 3' 2025 1000123-02-32 SCALE: 1�--30 Building Depnrtment JANUARY 25, 2015 Town of o"'outhold JULY 12, 2017 (CER 77FICA 77ONS) JUL Y 13, 2017 (REVISION 77E DISTANCE) JUL Y IZ2018 (PROPOSED HOUSE) AUGUST 21, 2018 (REVISION) NOVEA4BER 27, 2018 (REVISION) MARCH 11, 2019 (FOUNDA 77ON LOC) N/O/F JUNE 29, 2023 (FINAL SURVEY) WINDY BAYS LLC wwslomsl FINAL SURVEY) NOVE44SER 11, 2024 ( N/O/F JOHN SUZANNE WIZBICKI DWELLING FEBRUARY 20, 2025 (Revislons to Final Survey) WELL 150'+ N/O/F DWELLMG 100.00' CLF, S-tCKD, PHILIP SCHOLL WELL 150 + '57 6.O'N. 0�3'N. WENDY SCHOLL N86 57$ O"E SHED 'W, al* Ur. SRC' CL�- 1 (4 CHAIN LINK FE 0.6 N. — FE COR 'MF STOCKADE FENCE CHAI LINK FENCE CMF STOCKADE FENCE 0,5 W. EL. 21.0 FE COR 0.4'N. 0 W. (A RAIN RUNOFF CONTAINMENT 0/L�E S' C3 HOUSE 1530 sq.ft. SEPTIC L OCA 77ON (A O 1530 x 1 x 0.17 = 260 cu. ft. "A (A Ln 260142.2 = 6 Vr 1 4 U/G PROPANE (0 PROVIDE 2 DWS. 80 x 3' DEEP ST 36 4 7' C3 > 0 TANK M :Z-: OR EQUAL z 0 rn LP 35.6 36' "n m z 0 rn CSNE& INSTALLED SEPTIC SY7EM a 27.4 0 mz rri rn 1-1000 GAL. PRECAST SEP77C TANK CEN TER OF LP AS LOCH 7ED 0 BY PRECISION MARK—OUTS, INC. IRRIGATION -13 -x ;� 1-8`0 LEACHING POOL, 12' DEPTH (TRAFFIC ONLY -70 P � ASPHALTBEARING COVER) FEBRUARY 1J, 2025 t �\O HOUSE HVAC rn POOL A-n EQUIPMNT. WELL z 0 DW F-P 20.0' 0.4�OR W. Sr TEST HOLE DATA MCDONALD GEOSCIENCE Y0 1�5 11119115 ELECT. N/O/F N/O/F METER FEN.A T 1b. 15.0' EDGE EIK LLC 20.9' AMI OPISSO DRWY* DWELLING BROWN SILTY SAND SM MATTHEW OPISSO ---------- j, DWELLING PUBLIC WATER 21 .1, PALE BROWN FE.COR. --------- 7$ SILT ML DWELLING 0.5.E. —A U77LI PUBLIC WATER POLE PALE BROWN FINE SAND SP C) LP C) > ST < Q) m END rE 0.4E. 3.6' rz) 00 0 —j -j NOTE.- NO WATER ENCOUNTERED ';21i loo, K 48 KEY 5'+1— ot EL. 0.2 EL. 21 10 M WATER METE REBA R 100 SPLIT RAIL FENCE V EDGF-15- H YDRIV 7' WELL U� GRAVEL A - STAKES86#57'00"W 100-00, EL, 20.8 & - 7rS7' HOLE EL. 19.3 ��RK.A VENUE 0 = PIPE — MONUMENT WELL 11' : "A A WETLAND FLAG WELL DWELLING HYDRANT 171) UTILITY POLE' DWELLING DWELLING SEPTIC 150+ SEPTIC WELL 150'+ SEPTIC & WELL 150'+ 77, ELEVA 77ONS REFERENCED TO NA VD 88 ANY AL TERA 77ON OR ADDITION TO THIS SURVEY IS A WOLA 770M OF Y.S. LIC, NO. 49618 SEC77ON 7209OF THE NEW PORK STATE EDUCA77ON LAW EXCEPT AS -S I PER SEC770M 7209—SUBDIWSIOIV 2 ALL CER70CA770NS HEREON PECOIANVIC-- YORS, P. I/ ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP jj) r (6J1) 765— 20 FAX ti�, OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE F X (f,'Jl) 765-1797 SIGNATURE APPEARS HEREON. TOTAL AREA- 25,000 SO. FT. P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, MY 11971 15 234 / 1 i CNJREScheck Software Version 4.6.5 Compliance Certificate Project LANG - MARRA RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,762 ft2 Glazing Area 42% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1635 PARK AVE DAVID GRESHAM DANIEL LOOS MATTITUCK,NY 11953 DMG DESIGN 64 COOPER LANE EAST HAMPTON, NY 11937 917.698.2076 Compliance: Passes using UA trade-off Compliance: 0.4%Better Than Code Maximum UA: 528 Your ILIA: 526 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,762 30.0 10.0 0.026 46 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,762 30.0 0.0 0.033 58 Wall 1:Wood Frame, 16"o.c. 195 19.0 0.0 0.060 10 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E 27 0.350 9 SHGC: 0.35 Wall 2:Wood Frame, 16"o.c. 37 19.0 0.0 0.060 2 Wall 3:Wood Frame;16"o.c. 99 19.0 0.0 0.060 3 Window 2: Metal Frame with Thermal Break:Double Pane with Low-E 53 0.350 19 SHGC: 0.35 Wall 4:Wood Frame, 16"o.c. 147 19.0 0.0 0.060. 1 Door 1: Glass 125 0.300 38 SHGC: 0.28 Wall 5:Wood Frame, 16"o.c. 430 19.0 0.0 0.060 11 Door 2: Glass 125 0.300 38 SHGC: 0,28 Door 3: Glass 125 0.300 38 SHGC: 0.28 Wall 6:Wood Frame, 16"o.c. 504 19.0 0.0 0.060 29 Door 4: Glass 25 0.300 8 SHGC:0.28 Project Title: LANG - MARRA RESIDENCE Report date: 12/06/18 Data filename:\\DUEEAST2018\DEP Share\Client\Greshem\Untitied.rck Page 1 ofll Gross Area Cavity Cont. Perimeter Wail 7:Wood Frame, 16"o.c. 428 19.0 0.0 0.060 9 Window 3: Metal Frame with.Thermal Break:Double Pane with Low-E 32 0.350 11 SHGC: 0.35 Door 5: Glass 27 0.300 8 SHGC: 0.28 Door 6: Glass 113 0.300 34 SHGC: 0.28 , Door 7:Glass 113 , 0.300 34 SHGC:0.28 Basement Wall 1:Solid Concrete or Masonry 188 0.0 10.0 0.061 11 Wall height: 11.0' Depth below grade:9.5' Insulation depth: 8.5' Basement Wall 2: Solid Concrete or Masonry 80 0.0 .10.0 0.061 5 Wall height: 11.0' Depth below grade:9.5' Insulation depth: 8.5' Basement Wall 3: Solid Concrete or Masonry 78 0.0 0.0- 0.218 17 Wall height: 10.0' Depth below grade: 8.5' Insulation depth: 0.0' Basement Wall 4: Solid Concrete or Masonry 40 0.0 0.0 0.218 9 Wall height: 10.0' Depth below grade: 8.5' Insulation depth: 0.0' Basement Wall 5: Solid Concrete or Masonry 78 0.0 0.0 0.218 17 Wall height: 10.0' Depth below grade:8.5' Insulation depth: 0.0' Basement Wall 6: Solid Concrete or Masonry, 145 0.0 10.0 0.061 9 Wall height: 11.0' Depth below grade: 9.5' Insulation depth: 8.5' Basement Wall 7: Solid Concrete or Masonry 57 0.0 10.0 0,061 3 Wall height: 11.0' Depth below grade: 9,5' Insulation depth: 8,5' Basement Wail 8: Solid Concrete or Masonry 25 0.0 10.0 0.061 2 Wall height: 11,0' Depth below grade: 9.5' Insulation depth: 8.5' Basement Wall 9: Solid Concrete or Masonry 92 0.0 10.0 0.061 6 Wall height: 11.0' Depth below grade: 9.5' Insulation depth: 8.5' Basement Wall 10: Solid Concrete or Masonry 25 0.0 10.0 0.061 2 Wall height: 11.0' Depth below grade: 9.5' Insulation depth: 8.5' Crawl 1:Solid Concrete or Masonry 65 0.0 5.0 0.130 4 Wall height: 7,0' Depth below grade: 6.0' Insulation depth: 5,0' Crawl 2:Solid Concrete or Masonry 105 0.0 5.0 0,130 6 Wall height: 7.0' Depth below grade: 6,0' Insulation depth: 5.0' Crawl 3:Solid Concrete or Masonry 30 0.0 5.0 0,130 2 Wall height: 7.0'- Depth below grade: 6.0' Insulation depth: 5.0' Project Title: LANG - MARRA RESIDENCE Report date: 12/06/18 Data filename:\\DUEEAST2018\DEP_Share\Client\Greshem\Untitled.rck Page 2 of11 Gross Area Assembly . or Cavity Cont. U-Factor UA Crawl 4: Solid Concrete or Masonry 76 0.0 5.0 0.130 4 Wall height:7.0' Depth below grade: 6.0' Insulation depth: 5.0' Crawl 5: Solid Concrete or Masonry 10 0.0 5.0 0.130 1 Wall height:7.0' Depth below grade: 6.0' Insulation depth: 5.0' -Crawl 6:Solid Concrete or Masonry 85 0.0 5.0 0.130 5 Wall height: 7.0' Depth below grade:6.0' Insulation depth: 5.0' Crawl 7:Solid Concrete or Masonry 222 0.0 5.0 0.130 12 Wall height: 7.0' Depth below grade:6.0' Insulation depth:5.0' Crawl 8:Solid Concrete or Masonry 87 0.0 5.0 0.130 5 Wall height: 7.0' Depth below grade:6.0' Insulation depth:5.0' Compliance Statement: The proposed building design described here Is consistent with the.building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC.requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed In the REScheck,Inspection Checklist. EY�B�EW, nM.Bib Y 12-5-18 Susan M. Brierley & �`��°^ ��Ma^�^�� Name-Title Signature Date Project Title: LANG- MARRA RESIDENCE Report date: 12/06/18 Data filename:\\DUEEAST2018\DEP_Share\Client\Greshem\Untitled.rck Page 3 of1l REScheck Software Version 4.6.5 Inspection :Checklist Energy Code: 2015 IECC Requirements: 100.0% 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 .ID 103.1, ;Construction drawings-and ❑Compiles ;Requlrement-will be met. 103.2 :documentation demonstrate ❑ 1 ; a ^+ � r�dx��g, Does Not [PR1 . ;energy code compliance for the M * ❑Not Observable. ; QA 'building envelope.•Thermal envelope represnted on: ❑Not Applicable �constructiowdocuments. .. . " " � >� 103.1, ;Construction drawings and ", "r'\`* F ❑Complles ;Requirement will be met. 103.2, documentation demonstrate M -]Does Not 403.7i !energy code compliance for � ; -]Not Observable , [PR3] ,lighting and mechanical systems � p , !Systems serving multiple r � � 5 []Not Applicable. , ;dwelling units must demonstrate , ,compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is;'Heating: Heating: ;❑Complies, ;Requirement will be met. 4037 sized per ACCA Manual•S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: �❑Not Observable ; p} Manual J or other methods Btu/hr ; Btu/hr ❑Not Applicable ;approved by the code official. PP Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LANG- MARRA RESIDENCE Report date: 12/06/18 Data filename:\\DUEEAST2018\DEP Share\Client\Greshem\Untitled.rck Page 4 of11 Section plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1 ;.Conditioned.basement wall ; R- ; R- ❑Complies ;Seethe Envelope Assemblies [F04]1 Insulation R-value.Where Interior: R_ R_ T❑Does Not :table for values. 'Insulation is used,verification may need to occur.during ; . i❑Nof Observable :Insulation Inspection.Not ;❑Not Applicable ; (required in warm=humid locations: In Climate Zone 3. 303.2 Conditioned basement wall ❑Complies ;Requirement will be met. [FOS]1 :insulation Installed per s Ala;❑Does Not ;manufacturer's® instructions. 4 q 1eyl � €t�❑Not Observable ; r` 3,:ti ,;• ❑NotApplicable ; 402.2.9 - ;Conditioned basement wall ft ; ft :[]Complies ;see the envelope Assemblies [FO6]1 ;Insulation depth of burial or ❑Does Not :table for values. © :distance from top of wall. ❑Not Observable. ❑NotApplicable 402.2.11 ;Unvented crawl space wall - R- ; R- ❑Complies ;See the Envelope Assemblies [F07]1 :Insulation R=value. R_ R_ ❑Does Not :table for values. ❑Not Observable ❑Not Applicable 303.2 ;Unvented crawl space wall + ❑Compiles ;Requirement will be met: [F08]1 ilnsulation Installed per P ❑Does Not, ; :manufacturer's instructions. ' f.;. ❑Not Observable_ ; w"❑NotApplicable 402.2.11 ;Unvented crawl space continuous ' ❑Complies ;Requirement will be met. [FO9]1 vapor retarder installed over ❑Does Not' U ;exposed earth,joints overlapped by 6 in.and sealed,extending at ice, , �k❑Not Observable , !least 6 in.up and attached to the k y ❑Not Applicable ; wall. 402.2.11 ;Unvented crawl space wall In. ; In. :[]Complies ;See the Envelope Assemblies [F010]1 :insulation depth of burial or ElDoes Not ;table for values. :distance from top of wall. ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering Is Installed l�` '" ❑Complles ;Requirement will be met. [F011 , to protect exposed exterior �' �;,°' '� �❑Does Not Insulation and extends a minimum of 6 In. below grade, ❑Not Observable ; ❑Not Applicable 403.9Snow-'and ice-melting system ❑Complies ;Exception: Requirement is [FQ32]? controls Installed. ❑Does Not not applicable. ❑Not Observable- ; �x .r ; ❑NotAppllcable Addltional Comments/Assumptions: i 1 JHIgh Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LANG- MARRA RESIDENCE Report date: 12/06/18 Data filename:\\DUEEAST2018\DEP_Share\Client\Greshem\Untitled.rck Page 5 ofll Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Compiles? Comments/Assumptions &Re .ID 402.1.1, :Glazing U-factor(area-weighted ; U- . ; U- :❑Complies :See the Envelope Assemblies 402.3.1, :average). 77— ;❑Does.Not table for values. 402.3.3,. 402.5 ; :[]Not Observable : [FR2]1 :❑NotAppllcable , 303.1.3 ;U-factors of fenestration products =1 F ❑Complies :Requirement will be met. [FR4]1 :are determined In accordance 2 ?, Oboes Not... :. with the NFRC test procedure or a,, ;taken from the default table. ; ❑Not Observable 1 ❑Not Applicable ; 402.4.1.1 :Air barrier and thermal barrier . s; h k []complies :Requirement will be met. [FR23]1 'installed per manufacturer's y } '- �:` �. ' ° l ❑Does.Not 0 ;Instructions. ! r , � ) { a a Not Observable R"*9 ❑NotApplicable: 402.4.3 Fenestration that Is not site-built '' <. ° ' �' { ❑Compiles,;, Requirement will be met, LFIRM' :is listed and labeled as meeting "` �' ' " ' .. ] g '�''xt �\'�' iw^ 's��v9\ y�+.�r�" '�+#��' "� S ,x.❑Does Not. �AAMA/WDMA/CSA []Not Observable , ,or has infiltration rates per NFRC t� ^k + ❑NotAppllcable :400,that do"not exceed code w� l p,4 ,sa5 , s 1 Ilmlts.. b � ,. " ,"ia • 402.4.5 1IC-rat d:rdcessed lighting fixtures zl �T '"�� '❑Complies :Requlrement.will be met. [FR16]2 sealed at housing/interior finish t,` t" ,` ❑Does Not and labeled to indicate s2.0 cfmi '� leakage at 75 Pa. ""' r ° ' "y +[]Not Observable : ❑Not Applicable ; 403.3.1 Supply and return ducts.in attics ' ��° , �� [ Complies . :Exception:Ducts located [FR12]1 insulated>= R-8 where duct is ❑Does Not :completely Inside the >=3 Inches In diameter and>= k* � 'aq 7building envelope. []Not Observable ; :R-6 where< 3 Inches.Supply and ❑NotA Ilcable :return ducts In other portions of PP , ;the building Insulated>= R-6 for :diameter>= 3 Inches and R-4.2 :for< 3 Inches In diameter. 403:3.5 Building cavities are'not used as ;f `[]Complies :Requirement will be met. ❑Does Not [Ok 5•]3 'ducts or plenums. �, ' ' ❑Not Observable ; f , ❑Not Applicable 403.4 HVAC piping conveying fluids : R- : R- :❑Complles • :Requirement will be met. [FR17]2 above 105 QF or chilled fluids ' ' :❑Does Not below55.QF are Insulated to atR- u 3 : ;❑Not Observable ; ❑Not Applicable . 403.4.1 ;Protection of,Insulation on HVAC []Compiles ;Requirement will be met. [PR2411 :piping. v ' ' � a F ', ❑Does Not ' '. �� " � � ,'❑Not Observable ; ❑Not Applicable � 8 J 403:5.3 Hot water_pipes are Insulated to R- R- ;❑Complles :Requirement will be met. [FR18]2 aR-3. ' ' : TIDoes Not v ; ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Compiles :Requirement will be met. [FR19]2 installed on all outdoor airy ❑Does Not Intakes and exhausts. ^ � ��,4��r� �� +� � :�❑Not Observable , ❑Not Applicable ; Additional Comments%Assumptions: . 1. High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 ' Low Impact(Tier 3) . Project Title: LANG- MARRA RESIDENCE Report date: 12/06/18 Data filename:\\DUEEAST2018\DEP Share\Client\Greshem\Untitied.rck. Page 6 ofll I High Impact.(Tler 1) 2 Medium Impact(Tier 2) _3:, Low Impact(Tier 3)- . Project Title: LANG- MARRA RESIDENCE Report date: 12/06/18 Data filename:\\DUEEAST2018\DEP_Share\Client\Greshem\Untitied.rck Page 7 ofll Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID 303.1 All installed insulation Is.labeled r y ' ❑Complies ;Requirement will be met. [IN13]2 or-the Installed R-values ❑Does,Not' v provided. ❑Not Observable ; ' tigr ,❑Not Applicable ; R- �..R-. ;❑Complies ;See the Envelope assemblies 402.1.1, ;Floor insulation R-value, 402,2.E El Wood ;❑ Wood ;❑Does Not table for values. [IN1]3 ❑ Steel ;❑ Steel ;❑Not Observable © ;❑Not Applicable 303,2, ;Floor insulation Installed per - ❑Compiles ;Requirement will be met. 402.2.7 manufacturer's instructions and ' ❑Does Not ; [IN2]1 ;In substantial contact with the :underside of the subfloor,or floor ❑Not Observable ; framing cavity insulation Is In - �: '; j"` �4 . ` ❑NotApplicable' :contact.with the topside of + � I ;sheathing, or continuous. i Insulation Is Installed on the :underside of.floorframing and ;extends from the bottom to the ; :top.of all perimeter floor framing Yrr t x n ..-. ;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.E ;wall Insulation on the wall ;❑ Mass El mass :❑Not Observable [IN3]1 ;exterior,the exterior Insulation ❑.Steel 1❑ Steel :❑Not Applicable .0 requirement applies(FR10). . . . 303.2 all Insulation Installed per �'`, � " "' ' ' � ❑Complies Requirement be met.;W [IN4]3 manufacturer's instructions. f �� ❑Does Not []Not Observable. ; ❑Not Applicable ; Additional Comments/Assumpt[ons: 1 High Impact(Tier 1): 2 Medlum Impact(.Tier 2) 31 Low Impact(Tier 3): .. Project Title: LANG- MARRA RESIDENCE Report date: 12/06/1& Data filename:\\DUEEAST2018\DEP Share\Client\Greshem\Untitled:rck Page 8.of11 'Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, :Ceiling Insulation R-value. :'R- ; R- 10complies :See the Envelope Assemblies 402.2.1, ❑ Wood. ;❑ Wood ;❑Does Not' ;table forvalues. 402.2.2,. ❑ Steel :"❑ Steel :❑Not Observable. 402.2.E ... ; , [FI1]1 ' ;❑Not Applicable ; ; 303.1.1.1,;Ceiling insulation Installed per , ..`".. `; ❑Complies ;Requirement will be met. r,+ �," 303.2 :manufacturer's instructions. "` Does Not ' [F1211 :Blown insulation marked every s 300 ft2. ❑Not Observable , " , w ❑Not Applicable 402.2.3 �Vented.attics with air permeable ss ❑Complies ;Exception:Requirement is [F122]2 Insulation include baffle adjacent a ❑Does Not k not applicable. ,k5, - Ito soffit and eave vents that extends over insulation. r ❑Not Observable ; :. .. ,. ._ , ❑Not Applicable. ; 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 :Insulation zR-value of the ❑Does Not..:. ;adjacent assembly. ,❑Not Observable , ❑Not Applicable 402.4.1.2 ;Blower door test @ 50.Pa.<=5 ; ACH 50= ; ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2,and.: ❑Does Not ;<=3 ach In Climate Zones 3-8. ❑Not Observable ;❑Not Applicable 402.4.2 Wood-burning fire (aces have '� �� mr` ,f l ; � I° Complies, ;Requirement will be met. [Fla]2 tight fitting flue dampers and Iqb ❑Does Not.. outdoor air for combustion. ry - `❑Not Observable ; ❑Not Applicable 403.3:4 . ;Duct tightness test result of<=4 1 cfm/100 ; cfm/100 ;❑Complies ;Exception:All ducts and air [FI4]1 :cfim/100 ft2 acrossahe system or, ft2 ft2 ❑Does Not handlers are located within <=3 cfm/100 ft2 without air :conditioned space. ;handler @ 25 Pa. For rough-in: ; ❑Not Observable :tests,verification may need to... ❑Not Applicable ; ;occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to ; cfm/100 --.•; cfm/100 .:❑Complies.. ;Exception:All ducts and air [FI27]1 determine air leakage with : ftz : ft2 :❑Does Not :handlers are located within either: Rough-In test:Total " ; : '![]Not Observable :conditioned space. leakage measured with'a• ; ; : • • : :pressure differential of 0.1 inch : ;[]Not Applicable ; ;w.g.across the system Including ; :.. . :the manufacturer's air handler :enclosure If Installed at time of : V.. ;test. Postconstructlon.test:Total ;leakage measured with a : :pressure differential of 0.1 Inch w.g. across the entire system ;Including the manufacturer's air ; :handler enclosure. 403.3.2.1 ;Air handler leakage:designated ' A ❑Compiles ;.Requirement will be met. [1`124]i by manufacturer at.<=2%of - ❑Does Not - design.air flow. []Not Observable ❑ ; *a ` Not Applicable Bp •_; 403.1.1 ,Programmable thermostats ❑Complies ;Exception:Requirement Is [F19]2 Installed for control of primary , ❑Does Not :not.applicable. heating and cooling systems and initially set by manufacturer to .,' ❑Not Observable : code specifications. ❑Not Applicable ; 403.1.2 Heat pump thermostat Installed ❑Compiles Requirement will be met. [FI10]2 on heat pumps. °M1' (I" []Doe's Not ❑Not Observable []Not Applicable ; 1• High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3). Project Title: LANG - MARRA RESIDENCE Report date:. 12/06/18 Data filename:\\DUEEAST2018\DEP Share\Client\Greshem\Untitled.rck Page 9 of11 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.5.1 Circulating service hot water t ❑Complies ;Requirement will be met. [FI11]2 systems have automatic or El Does Not accessible-manual controls. []Not Observable ❑Not Applicable 403.6.1 All mechanical ventilation system ;: '" []Compiles ;Requirement will be met. [FI25]2 fans not part of tested and listed w` r ❑Does Not HVAC equipment meet efficacy ' ) and airflow limits. -- ',. ❑Not Observable ❑Not Applicable ; 403.2 Hot water boilers supplying heat " ❑Complies ;Exception:Requirement Is [FI26]2 through one-or two-pipe heating 4 ❑Does,Not not applicable. systems have outdoor setback control to lowerboller water ❑Not Observable temperature,based on outdoor i. ; ❑Not Applicable _ temperature. tl 1 403.5.1.1 Heated•water circulation systems • ,, ; " ❑Compiles. ;Requirement will be met. [FI28]2 have a circulation pump.The t ❑Does Not system return'pipe Is a dedicated ` r return pipe or a cold water supply br ax [ ' ",* []Not Observable ; ., s �� a ax ` Mf S k i 1 pipe.Gravity and thermos- . p ONotApplicable ; syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls • automatically:turn off the pump ; ; vn when water is in:circulation loop , Is at set-point temperature and b no demand for hot water exists. ,;,.'" ` •� ; 403.5.1.2 Electric heat trace systems ' ;" ❑Complies ;Requirement will be met. {FI29]2complywith IEEE 515.1 or UL- []Does Not �515.Controls automatically , adjust the energy Input to the. ' []Not Observable heat tracing to maintain the ❑Not Applicable ; desired water temperature in the w piping, 403.5,2 Water distribution systems that a'° ' a' ❑Complles ;Requirementwlll be met. r `[F130]2 have recirculation pumps that ❑Does Not 1 , q . pump waterfrom a heated water supply.pipe back to the heated ' � "" [:]Not Observable ; water source through a cold KIP Viz` 3 ❑Not Applicable water supply pipe have a , 3 demand recirculation water a system:Pumps have controls. that manage operation of the pump and limit the temperature of the water entering the cold v j� water piping to 1049F. x h• ; 403.5.4 Drain water heat recovery units ' t • " ;. []Compiles ;Exception: Requirement is [FI31]2 tested in accordance with CSA [ ❑Does Not not applicable. B55.1. Potable water-side []Not Observable.; pressure loss of draln water heat recovery units<3 psl for ❑Not Applicable individual units connected to one a, ; or two showers. Potable water- side'pressure loss of drain-water heat recovery units<2 psi for M, Individual units connected to ` h• ;, _ three or more showers. 404.1 ;75%of lamps in permanent r ❑Complles pExceptIon:All lighting is [FI612 fixtures or 75%of permanent �� $ ❑Does Not provided by low-voltage 1 Y•x 1 Y# vd ;fixtures have high efficacy lamps !'systems. ❑Not Observable ; ;Does not apply to low-voltage °a M sue " ❑Not Applicable,illghtirig 1. High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: LANG- MARRA RESIDENCE Report date: 12/06/18 Data filename:\\DUEEAST2018\DEP Share\Client\Greshem\Untitled.rck Page 10 ofll Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 404.1.1 Fuel gas lighting systems have ; '' ❑Compiles ;Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not V ❑Not Observable []Not.Applicable 401.3Compliance certificate posted ❑Complies ;Requirement will be met. [Fl7]Z ❑Does'Not r ❑Not Observable ; ❑Not Applicable ; 303.3 Manufacturermanuals for ❑Complies Requirement will be met. [FI1813' mechanical and water heating ❑Does.Not systems have beemprovlded, p ❑Not Observable: <r ' ❑Not.Applicable Additional Comments/Assumptions: 1. High Impact(Tier 1) 2 Medlum Impact(.Tier 2) 3 Low Impact(Tier 3) .. Project Title: LANG - MARRA RESIDENCE Report date: 12/06/18 Data filename:\\DUEEAST2018\DEP Share\Client\Greshem\Untitied.rck Page 11 of11 2015 IECC Energy Efficiency Certificate . Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 5.00 Floor 30.00 Ceiling/Roof 40.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.35 0.35 Door 0.30 0.28 CoolingHeating& Heating System: Cooling System: . Water Heater: Name: Date: Comments P r6 u i 4-ie m P tmd s it bO NOT PROCEED WITH FRAMING UNTIL SURVEY O ff OUNDATION LOCATION APPROVED AS NOTED HAS BEEN,AAPPROVED, DATE: B.P.# aZg SURVEY OF PROPERTY FEE: P BY: � NdOTIF BUILDING DEPA T, T A T MA TTITUC.F AT '65-1802 8 AM TO 4 PM FAR THE 4- TOWN OF SOUTHOLDFOLLOWING INSPECTIONS: ® 1. FOUNDATION - TWO REQUIRED LAND MARRAU FOL COUNTY ., . Y. FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING I000-123-02-32 3. INSULATION 4. FINAL - CONSTRUCTION MUST W C) SCALE: 1'--30 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET T JANUARY 25, 2015 REQUIREMENTS OF THE CODES OF NE JULY 12, 2017 (CER71FICA7IONS) YORK STATE. NOT RESPONSIBLE FCC JULY 13, 2017 (REVISION 77E DISTANCE) DESIGN OR CONSTRUCTION ERROR . JULY 17,2018 (PROPOSED HOUSE) PO BOX 4144 AUGUST 21, 2018 (REVISION) RES11:) ENCE EAST HAMPTON NEW YORK N/O/F COMPLY WITH ALL CODES O WINDY BAYS LLC I N/O/F N/O/F NEW YORK STATE & TOWN CES C JOHN WIZBICKI � i pHILIP SCROLL AS REQUIRED AND CQIVDITIO qS OFAll exterior-jig].4ting SUZANNE VVIZBICKI t DWELLING WENDY SCROLL! o WELL 150'+ Installed re laced or DWELLING DWELLING ENGINEERING BY: p 1 WELL a 50 + � � ,�, � SHED 900.00' �,� Q.�°' WELL 150'+ 1635 PARK AVE _� i� RD repaired shall conform N88"57 0 at o. ,N to Chapter 172 CIF. SRF CLF. f'+ � OCKAUE FENCE __—�---------"_ _ -.-- TE � of the Town Code CERTIFIED TO, 0.2' .7''"` as" CMF A.J. LAN(7 CHAIN UNK FENCE E4 20.4 CHAIN LINK FENCE EL 1. MATTIT NEW YORK N. . . LOU IS MARRA z C K RM�� INESTGOR LAND TITLE INS. I `' ® ® SHERMAN ENGINEERING o OCCUPANCY 0 x x Sv CONSULTING P.A. p � ` OEU 70 MAGNOLIA DUNES CIRCLE PROPOSED SEPTIC S}'rSTFM I e, USE IS UNLAWFUL �y ST AUG 1.831. , 7 32080 0 BEDROOMS) 9 63I.$3I. 2 90 IIITHOUT CERTIFICATE 1-100D GAL 8'I X 5' DEEP �' . . --- -� D Ng & C 1-80 X 12' DEEP LFACHING POOL. ! ''--BUId.O EN ; �► °�,.c c. i VACANT s c°a Ent F OCCUPANCY I I ' (WOODED) � Blower door PROJECT DATA: Fire separation and �1ct wT RAIN RUNOFF CONTAINMENT. ,6 HOUSEIWCKI-P'A770 4361 4 Ft ; � �" j 1l ASPHALT 3,3sr x o.17 x 1 = s1z4 C�vFt ,� required as per testing rq �rd, i I I USE CD t TOS Engineering atR65-560Ibef® Code 517.4/422 12.25 W � 1 HOUSE Spok1111,ors i�rovide Engineer's Certificatio Provide 2 #W 810 x 7' D = 14 t4 "' Connected by GUttere 8"LLeeadwy �^ ' , °�' 1$ • L T SIZE 255000 S F r � that the drainage has been installed t�Cod . � ZONING DISTRICT R-4o��k � � � • � Must >r�V��..'�'`� r . PLUMBER , IFICATION and S `20.3 i sly.pRaP° �° SCT N®. 1000-123-02-32 CERTIFICATEON LEAD rOFOCCUPORE N a� 13 BEDROOM m. D N/O/F INSPECTION REQUIREDNCY TEST HOLE DATA SE N/O/F 1 �$0 1Fa 26.0' , ',� EIK LLC SOLDER USED IN WATER McDONALD GEOSCIENCE AMI OPISSO s.s ,� ' DWELLING SUPPLYSYSTEM CANNOT PLUMBING tt/i9/t5 +� MATTHEW OPiS50 )> 01 EXCEED 2110 OF 1% LEAD. ALL- }I`�G WASTE 20.9' > ao.o' } - ; DWELLING Q ? !`yES I�IEED BROWN SILTY � TQ9TING BEFGRE COVERIN ` EXISTINGCONDITIONS . VACANT WOODED LOT ARCHITECTURAL DESIGN: SAND SM r, DWELLING PUBLIC WATER v � E -------- .3' PUBLIC WATER 1 G �� 1 PALE BROWN DAVID M. GRESHEM SILT ML 1-.� 15.0''` �- ' ` < PROPOSED: CONSTRUCT A 3 BEDROOM SINGLE ®MG DESIGN ---_--- 7' SRF i as'w. �, � : FL000 ; (SIDE) L E FAMILY DWELLING L I 64 COOPER LANE zorvE x , PALE BROWN 0 � 1 EX ; 140 EAST HAMPTON, NEW YORK FINE SAND SP C ` �� z � ---_-_- o 1 THIS PROJECT SHALL COMPLY �. 3.5' i -- gU DING ENVELOPE- -----+ IT H THE MOST RECENT CODES F®R Iowa z y $ THE TOWN OF SOUTHOLD INCLUDING ALL AMENDMENTS AN 17 AREA +' F 1 APPENDICES. THE FOLLOWING CODES SHALL APPLY. TEST NOTE NO WATER S- -n "` ENCOUNTERED �� a o' 100 EL. 21.3 oil EL 285 100, 100 °�' 8.5 w 10Q 00, s.s' UT AIL MNCE • RESIDENTIAL CODE 2015 NEW YORK I T H AMENDMENTS KEY EDGE OF PAVEMENT 14' . = RE73AR VENEl-- 20.8 • FIRE CODE 2015 OF NEW YORK STATE W/A E M E TS rt = ET EL, 19.3 ($) WELL WATER IN STRE PUBLIC = STAKE A . - • NEW YORK STATE ENERGY CODE 2015 W/AEND ENTS ® - TEST HOLE • = PIPE 1 ` l WELL ■ — MONUMENT ` DWELLING = INLAND FLAG WELL DWELLING DWELLING SEPTIC 150+ = UTTUTY POLE SEPTIC & WELL 150 + ' SEPTIC & WELL 150'+ 1 ' t N. Y.S. LIC. No. 49618 ELEVA NONS REFERENCED TD NA w 88 1 ANY ALTERAT]ON OR ADDITION 70 ZRIS SURVEY IS A WOLATTON OF PECONIC SURVEYORS, P.C. SECTION 72090E THE NEW YORK STATE MoCAWN LAW. EXCEPT AS TOTAL.AFEA - 25,000 SO. FT. (631) 765--5020 FAX (631) 765--1797 PER SECTION 7"-SI W149ON I ALL CERMCAMWS HEWaN P O. BOX 9D9 ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP No. Description Date OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVIEYOR NHOSE 1230 7R4A VELER SHEET WGIVATURE APPEARS HEWOV SOU7hlOLD, N.Y. 11971 1 5—"234 X 7 r. S A A' fT5 w . A ,wAaF LANG MARRA FY 4. PARK AVE COVER Project number #### Date OCTOBER 12, 2018 Drawn by DEP Checked by SEC ;�_ 00 e W 5�� Scale NTS -N1NG4N'C ■ t I I PO BOX 4144 EAST HAMPTON NEW YORK 10 X 20 REINFORCES _ -' ' ENGINEERING BY: FOOTING ON UNDfST.� EARTH CONTIN OUS 15'-10" I " I E R MA ® ® SHERMAN ENGINEERING 1 x x & CONSULTING P.A. i I .. 70 MAGNOLIA DUNES CIRCLE y ST AUGUSTINE, FL 32080 V-8" 1 I �� 631.831.3872 ��' jNG ICONT. PC FTGI - I I I I I V PC WALL ON I � 1 12 X 24 PC FTG I ( 16" PC WALL ON 16 X 36 PC FTG ON UNDIST EARTH i 0'-10" I ; � N 10'_10"I -1 _ — , — — ARCHITECTURAL DESIGN. co N — — — _ I DAVID M. GRESHEM ' !!� o I o a 1 DMG DESIGN O' :7!C: r N 0 L -� t-z- —I r— — N 64 COOPER LANE I w FJ 2: 11 7/8"TJI 360 @ 16"JOG - -- EAST HAMPTON, NEW YORK O �— OUTLINE _ N SUNKEN d I I ASTE LINE SHOWER 00 N I 45'-6" �, m Q I Cl) � r- FNDT. STEPS TO CRAWL I I v I m 12-0 c.i 4 14 0 17 8 3/4" 25'-5 1/4" 14'-0" 1 - - - - - - - - - - - -1 I co I O 0) N I x 2 `� I 13'-0" STL_COL. r ON TX TX 1.5' 0° a 11'-4 13/16" -1— REINFORCED G TYP FJ 1: 11 7/8"TJI 360 @ 16"-0 No. Description Date I ° ° 1 I O I CRAWL SPACE 4" DRAIN PIPES FROM T-4" ROOF DRAT S PIPE ECTIO TO EJ v PUU P AND RY-WELL M I I 17'-8 3/4" 2X4 FRAME WALL - _ W/1/2'GYPSUM I I co F 3: 11 7/8"TJI 360 @ "OC \4" PC RAT SLAB ON UNDIST. E_ARTH cli LAUNDRY ROOM 2X WD FRAME WALL --- - — — q I NON STRUCTURAL 1 — - 8" PC WALL ON 8 X 16 PC FOOTING 106� 1 EUREKA - SPIRAL STAIR o I 1 I— - 10"PC WALL ON 10 X 20 PC FTG ON UNDIST EARTH UP, 11 ELEC. PANEL 200AMP SERVICE I I o I o 0 — — — — � I I o I I I 1 NDT STEPS TO CRAWL M i I - - - 1 13'-0" �- — — — — O U ' J 8"PC WALL ON 8X16 PC FTG 3-6 9-6' I 4'_0.' I r- - LANG MARRA 14'-7" I 5'-4" PARK AVE 25'-7" FOUNDATION I I I, Project number #### 106 Date OCTOBER 12, 2018 - � Drawn by D E P Checked by SEC AM 101 Scale 1/4 if = 1 '-0" i 3 1 PO BOX 4144 i EAST HAMPTON NEW YORK I I ENGINEERING BY: CAR PORT E R 1►1A ® ® SHERMAN ENGINEERING z z 8s CONSULTING P.A. 70 MAGNOLIA DUNES CIRCLE ,a ST AUGUSTINE, FL 32080 c��jNG G o�5 631.831.3872 W BLUE STONE PATIO U) O J � w ---7'-X 11 7/8"2.0E PAR�LLAM HSL O STORAGE CLOSET - -= - —_--- OVERHANG 11 7/8 TJI 110 @24"OC- USE 00 5'-0" _ FACE MOUNT HANGER EACH JOIST `? D5 BLUE STONE PATIO W2 N i DN 13'-8 7/8" w - co U) CV r Cl) � 0'-8 1/4" M U U) a " < 11 7/8 TJI 360 @16"OC O _ _iv � MASTER ° M BATH @�U BEDROOM 2 "' DN r� - r C r X W o _ BATH MASTER BEDROOM c \I ARCHITECTURAL DESIGN: e0 z N 0-5 1/2 a 1 J r- = j 00 N �\ DAVID M. GRESHEM r = 2 Z? D6 iIX g Q o _ ,, 2- � o�, 107 b , DMG DESIGN W 3 N7,111 CUSTOM DOOR USE64 COOPER LANE C >Q 1 cY' 106RIXON MODEL 370 u- -' _ _ � W/TOP PIVOT 345 EAST HAMPTON, NEWYORK W c� ,BLUE STONE Il i co = PATIO N � r r 00 r , W o o I. STEP DOWN BLUE STONE PATIO J Cl) WC Cfl J i O O a - 5'-3" r LIVING ROOM a N = BEDROOM 3 r 2i z U U g 2'-0" o -� J a UJ U w j _ U) Z = M !,', BLUE STONE PATIO w aI _ c" "' _ 0 m 00 N SWIMMING POOL UO U' z 1 n r I00 WO CN - `col z � D7 N REF. M W W N r - ; X U co CO N Q r N O w Cl) PANTRY o c) _1 01 /2" 12'-0 5/8" T-5" 5'-3" 10 22'-5 3/8" 4'-0" iv r� OVERHANG 11 7/ TJI E 11 7/8 TJI 360 @16"OC N 110 @24"OC-USE CE N USE FACE MOUNT HANGER MOUNT HANGER EA H ' r r r � JOIST o' --- cn o o RESERVOIR FOR POOL COVER o ' D1 FOYER -� 4 N ---- - - — --- --- - -- - ------ a-} - - No. Description Date J 1 \ W1 J 1�.-- — 104 i ----- - - - 11 7/8 TJI 6 @16"OC `V ¢ g I t o I i w D3 o r —� —L — ,1 — o? N Q c I _ a KITCHEN c�' r °° w0 �F C-�l2'-1 1/16" ,.1 = _ I DINING X co ',, DN iv Nil r 04 21 -9 3/4 F { EUREKA SPIRAL STAIR iv D2 INSTALLED PER MAUFACTURE o BLUE STONE PATIO INSTRUCTIONS. I 611 it j I � I I I I �5 ` 106 104 7 LANG MARRA PARK AVE LEVEL 1 Project number Date OCTOBER 12, 2018 Drawn by D E P _ Checked by SEC AN All t • 13"; 02 Scale _ 11 --- --- -- - - -- - -- ------ ---- ----.---- --------- ----- I' '4 INUM I PO BOX 4144 EAST HAM PTO N NEW YO RK ROOF PITCH 1/4"PER V TO CENTRAL DRAIN ENGINEERING BY: E R MAC ® ® SHERMAN ENGINEERING FLAT ROOF 0 ER a 8v CONSULTING P.A. CARPORT PIT 1/4"PER FOOT z I x •. 70 MAGNOLIA DUNES CIRCLE &. ST AUGUSTINE, FL 32080 VA 5 631.831.3872 ZURN ROOF DRAIN Z110 J_� ROOF DRAIN INSTALL PER MAUNFACT RES O O INSTRUCTIONS ARCHITECTURAL DESIGN: DAVID M. GRESHEM DMG DESIGN I 64 COOPER LANE i EAST HAMPTON, NEW YORK ROOF PITCH 1/4"PER V TO CENTRAL DRAIN i i ZURN ROOF DRAIN Z110-GREEN ROOF DRAIN INSTALL PER MAUNFACTURES O ROOF PITCH 1/4" PER T TO CENTRAL DRAIN — — — INSTRUCTIONS i E ROOF: PITCH 1/4" PER V TO CENTRAL DRAIN i No. Description Date I ROOF PITCH 1/4" PER V TO -�` - CENTRAL DRAIN 104 I LANG MARRA PARK AVE ROOF PLAN 104 % Project number # Date OCTOBER 12, 2018 Drawn by DEP Checked by SEC Scale 1/4�� _ 1 1_011 r , . 4 i { 3 t s 4 IA t I . . . . . . . . IL1111111111111111111illillillillillillilliilililI PO BOX 4144 _ EAST HAMPTON NEW YORK i I j ENGINEERING BY: i i �I \ ® ® SHERMAN ENGINEERING � ( � 70 MAGNOLIA DUNES CIRCLE ST AUGUSTINE, FL 32080 �' 631.831.3872 SOUTH ELEVATION ARCHITECTURAL DESIGN: lilt DAVID M. GRESHEM DMG DESIGN cD CO —p : O — O � EAST ELEVATION No. Description Date LA" I A R RA Project number #### Date OCTOBER 12, 2018 Drawn by DEP hecked by SEC WEST ELEVATION I Von 4 1/4�� _ 11_011 Scale J 4 • PO BOX 4144 EAST HAM PTO N NEW YO RK ENGINEERING BY: I Ell- I ERMA� It , 11 , 11 ® ® SHERMAN ENGINEERING 8v CONSULTING P.A. z I z 70 MAGNOLIA DUNES CIRCLE lilt ST AUGUSTINE, FL 32080 '�,�, 0y 631.831.3872 __ _ _ _t _ _ _ - _ _ _ .it .X_ _ _ _ _ j a WX S' NORTH ELEVATION ARCHITECTURAL DESIGN: DAVID M. GRESHEM DMG DESIGN 64 COOPER LANE EAST HAMPTON, NEW YORK I I - O N i I NORTH ELEVATION No. Description Date F 3"COPING 4'"'SOLDIER COURSE - -L— _ -y f-'_ -_ _ 'S_ __ -,7-- -�_ H _1 _- .L_- 11 L O -r- S"SOLDIER COURSE a '•._;'.' ",'�!y STORAGE CUSTOM ENCLOSURE TO BE - ?��(•• .�F�,j,;:, �"�� WOOD FABRICATED ON SITE 11/ � STORAGE r BRICK GRADE i LAI'\JG MARRA OUTDOOR FIREPLACE\ELEVATION PARK AVE ELEVATION 11 Project number #### Date OCTOBER 12, 2018 Drawn by DEP Checked by SEC -- �, uv% 5 scale 1/4If _ 1 Loll �< ,n i A PDM ROOF ON TAPERED ROOFING INSUL. w/VAPOUR BARRIER ON 4' PLYWD. 7 5 PITCH 8":1-0"TO CENTER DRAIN 2"X 11 $"2.0E PARALLAM PSL 1 11 7/8"TJI 360 @16"OC -R 38 INSUL 11 7/8"TJI 360 @16"OC -R 38 INSUL PO BOX 4144 I- ROVIDE BLOCKING EAST HAMPTON NEW YORK a 2'X 11 $"2.0E ARALLAM PSL FOYER HALL o 0 ENGINEERING BY: o LIVING r OO - ca�E R llTq� T & CONSULTING P.A. GRADE r -`� ' - - 8"T 0 @16"O -yr/BRACING S EC z E 117/ J136 191NSUL ►• 70 MAGNOLIA DUNES CIRCLE o � I . " ST AUGUSTINE FL 32080 SE S TITS TOF? OUN "�_(1) 5 4'X 9 4"2.0 E PARALLAM PSL ;� CRAWL SPACE USE SST ITS TOP MOUNT 0'-10" �' 631.831.3872 FLASHING HANG REACH ST 0'-8" HANGER EACH JOIST 2 X 10 TREATED SILL o e' �5 M _ 2 x 8 TREATED SILL I I I I � ••+• PROVIDE ACCESS _ 0'-8" LAUNDRY ROOM UNFINISHED TO CRAWL —00 A I 1• ' a a BASEMENT i O� O 0 0 1'-4" 1'_4" CROSS- SECTION 1 4 107 ARCHITECTURAL DESIGN: DAVID M. GRESHEM -- DM DESIGN EAST HAMPTON NEW YORK i GRADE f, 0'�10" 8" PCP FNDT WALL CRAWL SPACE I I • FINISHED BASEMENT UNFINISHED " PC RAT SLAB BASEMENT ,:It - - - - - - - - - - - - - - - - - - - - - - - - -*. - V-8" — i " PC FLOOR oI No. Description Date o ( 1 -4 -o p CROSS SECTION 2 LANG MARRA PARK AVE CROSS-SECTION Project number #### Date OCTOBER 12, 2018 Drawn by D E P C cked by S E C 06 k" -011 Scale i i t 0'-6 1/2" PIA—N- ,Nl"N 1""C 2X6 STUD E P D M MEMBRANE 1/2"TYP BASE TRIM v 2X4 STUD 0'-8" 1 X 8 WD.TRIM 1/2"GYPSUM C0 O TAPERED RIDGED INSUL /� _� 3/4"METAL GRILL 1//2"GYPSUM _ 1/2"GYPSUM-TYP. 2X1 BLOCKING PO BOX 4144 0 5" _.D EAST HAMPTON NEW YORK 0'-31/2" CANT STRIP - - ' __ / 2X6 STUD 1/2"GYPSUM 3" ZINC COPING _ 1/2"PLY"WD" ENGINEERING BY: 00 N 00 7/8"PLY WD. SHEATHING ' = � ' b b _T o X x _ 1X6 BLOCKING 7r r :r: / / _ ' 1 X 8 WD.TRIM co R Mf - OO �OO� 1"X 1 1/4" BLOCKING X J w/R38INSUL. `� _ ® ® SHERMAN ENGINEERING :� � _=�� =-.fit =-1� _ " a 0' 1/4" o 8v CONSULTING P.A. �_ 0'- 1' \ 1 X 1 1/4" BLOCKING E70 MAGNOLIA DUNES CIRCLE 0 -8 1X8 WD. TRIM ' ti 1X8 WD.TRIM 0'-8 1/2„ ST AUGUSTINE, FL 32080 631.831.3872 OI LEVEL 1 - CALLOUT 1 3/4"METAL GRILL jNG G° FAf EACH RAFTER USE N.T.S. _ SST MTS30 LEVEL 1 CALLOUT 2 C\� N.T.S. O 2" GYPSUM 1X8 WD. TRIM COS 2 X 10 WD. FRAME WALL 0'-8„ 3/4"METAL GRATE 3/4„METAL GRATE TO CEILING w/R 19 INSUL. 0'-3" 0'-2" H%OOR LO AIR RETURN FLOOR T CEILING HI/LO AIRR RETURN - ... C� N tV N ARCHITECTURAL DESIGN: 1 " RIDGED INSUL - DAVID M. GRESHEM t>7 r11> DMG DESIGN 1 X 1 1/4 BLOCKING 1 X 1 1/4 BLOCKING _ 64 COOPER LANE VAPOR BARRIER EAST HAMPTON, NEW YORK . TAPE ALL JOINTS 2X4 STUD 1/2" PLY.WD 2X4 STUD w/1/2' PLY.WD. 1/2' PLY.WD. w/1/2" PLY.WD. NOTE: PROVIDE CROSS BRACING 1 " AIR SPACE LEVEL 1 - CALLOUT 3 N.T.S. 2 PIECE ADJUSTABLE LA BRICK TIES (TYP) COOJ 311_PLY 11/D,-SHEATHING _ 3" METAL CANT CLIP STRIP PROVIDE SOLID BLOCKING R-38 INSUL TAPERED RIDGE INSUL. SST LSTA 18 90 MIL EPDM 5/8" PLY.WD EACH STUD (TYP) ` MEMBRANE SST- STH D F N DT STRAP -7 � r-,- - _, ;-- -; ,--�-r � Y cFnAR - T BREATHE _ No. Description Date TJI RAFTERS @16" OC 6" , c - USE FACE MOUNTED HANGE EACH RAFTER SEAL JOINTS STEEL BRACKET - SUPPORT BRICK I -- _. . .........._ _._. ... _... .. . - . . . 7"X 11 7/8" 2.0 PARALLAM PS _ Q . 1011 ABB T J INT F T , 1 5/4" x 16" M HAGONY WD RIM 2X4 WD FRAME WALL rT---- - — - T— w/1/2" GYPSUM SECTION 1 - CALLOUT 5 N.T.S. 2" RIDGED INSUL #4 REBAR 3611 OC CONT. HORIZONTAL & 12" FROM TOP & BOTTOM 10" PC WALL HSS 3.5 X .25 COL. w/ WATERPROOFING LANG MARRA #5 REBAR @20 OC 6x6x� PJ_AT w/2-5/8" X12" (D _ PARK AVE O J BOLTS (TYP) CROSS-SECTION o �� (2) #4 REBAR 10 X 20 PC FTG 1 8 @TOP & BOTTOM 3X3X1 .5 PC FTG Project number # Date OCTOBER 12, 2018 SECTION 2 - CALLOUT 4 - TYP WALL Drawn by DEP '�~ �� Checked by N.T.S. SEC_�___ TYP. STL. COL. TO CONC FTG _ {J " 10 = �' Scale AS SHOWN 3. 1 L A Note: JL ° C-10 ft 1G Web stiffeners required on both sides of D 2 k ° ° A,i,�' 1-joist 109,E °I EMBEDMENT ° LENGTH +!P' MIN. ° �J8 - - -- _---- Load values f�r PO BOX 4144 ` ,_. Min.rebar ° �� ° ! �a --- straps EAST HAM PTON NEW YORK length °= Hl ./C,l i led diaOona�� a is 2xle , LSTA21 --- - ---- - —_— ® Is,ha� l 0c- o > -terr-lined' = G" Simpson Strong-lie �.J 2 P 9 MTS Installation As an y r ENGINEERING BY: :2rrin. min•or S T HD F_dg� Installation h E n e F r o T end distance '2 x'e I joist to Top Plate Tie i Typical STHD Corner Installation reCOrd, I ' I o I ° o RMA Do j 1� ® ® SHERMAN ENGINEERING U p h f -t anchors °! z z 8s CONSULTING P.A. not 70 MAGNOLIA DUNES CIRCLE H ST AUGUSTINE FL 32080 ' neock_,d If'1 -tE'1iS 631.831.3872 Wood shim Use a minimum material and of(2)8d nails ° 1►rG & G attachment this side of truss ( �n C 10 r s xcept �I`� --, per Designer (total(4)8d nails into truss) LSTA18 Cs1s A34 (CS16,CS20 similar) MTS16 (LTS,MTS Refer to pages 9-12 for \_ — D similar) important considerations ° 15/,;" Min regarding coatings on (typ.) connectors attached toSingle-Strap 4 0 preservative-treated wood. Application /- D e e I° ' 4� note _ ,, 1. ! (Multiples 01 s; £ �.: , may be used SSPZ' ° p' (2)8d „Ft LSTHD8 � nails into LTP4,LTP5 or GA2 spacing SSPZ ) woi (DSP similar) c o n n e c o r s _ plates SPspiringfored for heac o , shah bypass I SSPspacingforuplift. �c; each other to I i HTT5 (8)8d (Other connectorsavailah/e.) SSPZ prevent TS, H ! Referto page 44. LTS, HTS nails into , _ cross-grain , ( similar) LGT2 studs bandl�Jo!st \ H7Z '� \\ SP4 I II !I H2A --DOUBLE 2X STUD = �� . \ AR H ITE C CTURAL DESIGN: SIMPS❑N PHD5—SDS3 ° DAVID M. GRESHEM a 5/8" THREADED �\\ I STEEL ROD DMG DESIGN SIMPSON PHD5—SDS3 64 COOPER LANE FULL(typ� 2X EAST HAMPTON, NEW YORK PR❑VIDE HOLD DOWNS AT ` i ALL CORNERS AND BOTH SIDES OF ❑PENINGS 6' ° OR GREATER IN WIDTH ° SIMPSON PHD5-8 ❑ WALL ❑N DOUBLE 2X STUD WALL (t ') yp a —HOOKED ANCHOR BOLT MIN 12" PENETRATION INT❑ F❑UNDATI❑N !I'I ao e S'rnpson Strong-Tie Well E HANGER (Food Web Insnstal(ation) SHEAR WALL BRACKETS AT CORNERS AND EACH END OF WALL ❑PENINGS 6' LONG OR GREATER, SHEAR WALL CORNER CONNECTION I No. Description Date WIND RESISTANT C ❑ NSTRUCTI ❑ N CONNECTORS WINDOW SCHEDULE C❑NNECTI❑N L❑CATI❑N: PART NUMBER: NOTES : RIDGE - T ❑-RAFTERS CS20 @ 21 " APPLY TO EACH PAIR OF RAFTERS SIZE MARK TYPE ROOM U —FACTOR SHGC MANUFACTURER RAFTER — TO —WALL H7 APPLY TO EACH RAFTER WIDTH HEIGHT APPLY T❑ EACH RAFTER RAFTER —TO —PLATE H8 or H2,5 W1 4 ' - 4" 7 ' -6" FIXED FOYER 0,2400 0.2600 SOLAR INN❑VATI❑NS PLATE- TO-WALL STUD CS20 @ 18" APPLY TO EACH WALL STUD W2 3 ' -4" 9' -0" FIXED SINGLE HUNG 0.2400 0,2600 SOLAR INN❑VATI❑NS 2ND, FLOOR TO 1ST, FLOOR WALL CS20 @ 36 " APPLY TO EACH WALL STUD W3 5'- 4" 10' - 0" SLIDING MASTER BATH 0,2400 0,2600 SOLAR HEADER- TO- JACK STUD CS20 @ 12" APPLY TO EACH JACK STUD INN❑NATIONS CRIPPLE STUD - TO-HEADER H3 APPLY TO EACH CRIPPLE STUD DOOR SCHEDULE -EXTERIOR SHEAR WALL H❑ LDD❑ WN ANCHOR . SSTB16 APPLY TO EACH SIDEWALL END D1 3' -0" 9' -0" FOYER INSWING 0.2400 0.2600 SOLAR WRAP UNDER DOUBLE SILL PLATE INN❑VATI❑NS 1ST, FLOOR-UNDER - SILL PLATE CS20 (USE WITH 3" SQUARE WA H LANG S FRS ) MARRA D2 2'-6" 10' -0" KITCHEN IN SWING 0.2400 0,2600 SOLAR INN❑VATI❑NS USE THE F❑LL❑WING OR APPROVED SIMPS❑N METAL CONNECTORS FOR PROPER WIND RESISTANT C❑NSTRUCTI❑N,S❑LAR F❑LL❑W MANUFACTURE'S REC❑MENDED INSTALLATI❑N INSTRUCTI❑NS T❑ ACHIEVE MAXIMUM UPLIFT L❑AD CAPACITY, PARK AVE D3 12'-6" 10' -0" DINING 3 PANEL SLIDE 0,2400 0,2600 INN❑VATI❑NS D4 12'-6" 10' -0" LIVING 3 PANEL SLIDE 0,2400 0,2600 SOLAR DETAILS/NOTES INN❑VATI❑NS D5 12'-6" 10' -0" MASTER BED 3 PANEL SLIDE 0,2400 0.2600 SOLAR INN❑VATI❑NS D6 12 9' -0" GUEST RM 3 PANEL SLIDE 0.2400 0.2600 SOLAR Project number # ### INN❑VATI❑NS Date OCTOBER 12, 2018 D7 12' -6" 9 ' -0" GUEST ROOM 3 PANEL SLIDE 0,2400 0,2600 SOLAR Drawn by DEP INN❑VATI❑NS E=---,� Checked by SEC \� NOTE: GLAZING TO BE 1' TEMPERED GLASS — LoE 272 WITH ARGON108 ,_•. . Scale AS SHOWN R ROOF VENT OOF VENT P 1111 F MASTER BATH NEW PE�REtR RM ft-4 GUEST BATH ----------- - --------------------------------- --------- ----------------------- F-—————— ———————— NG 1114U.1 1 711 fT- I I I I ,ff- -4fr PO BOX 4144 DW EAST HAMPTON NEW YORK ENGINEERING BY: IST F1 F111P 3// p 211 211 LD 3// 2„ 2„ 2// ER 2„ 1 @0 SHERMAN ENGINEERING Pq CONSULTING P.A. 70 MAGNOLIA DUNES CIRCLE EC ST AUGUSTINE, FL 32080 631.831.3872 ' WASTE LINE TO SUFFOLK COUNT EX& APPROVED SEPTIC SYSTEM WASHER HD REF. # R10-18-0094 PASFEENT LUMBING RISER DIAGRAM - NTS INTERIOR CHASE WALLS PIPE PENETRATION EXPANDING FOAM AT FLOOR GRILLE ELECTRICAL WIRE PERIMETER OF PIPE -FLOOR DUCT BOOT ARCHITECTURAL DESIGN: 1/2" GYPSUM BOARD ---THIN-PROFILE SHEATHING CONTINUOUS BEAD OF SEALANT I FlIn 1x4 BLOCKING CLOSURE AT EXTERIOR WALL SUB FLOYR TOP PLATE DAVID M. GRESHEM /--- CONTINUOUS BEAD ]AIR DM DESIGN 'd 7, OF SEALANT 64 COOPER LANE INSULATED FLEXIBLE EAST HAMPTON, NEW YORK DUCT -WALL STUD INSULATED EXTERIOR WALL TIE AT INNER LINER EXTERIOR WALL SHEATHING LADDER BLOCKING MASTIC AT INNER LINER EXTERIOR INSULATED WALL TIE AT OUTER LINER 2-STUD CORNER WITH 1x4 BACKER AIR SEAL AT CHASE WALLS // PLAN 0 BuildingGreen LLC 2008 0 BuildingGreen LLC 2008 AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION Q BuildingGreen LLC 2008 0 BuildingGreen LLC 2008 INSULATED EXTERIOR STUD WALL TILE SURROUND ISH (2) LAYERS RIGID CEMENT BACKER BOARD TUB SURROUND FINISH PIPE PENETRATION INSULATION THROUGH ROOF TUB U MEMBRANE FLASHING COLLAR, METAL FLASHING COLLAR CEMENT BACKER BOARD l�L OVERLAP COLLAR ONTO LOWER OVER MEMBRANE FLASHING TUB SURROU LAYER OF ROOF MEMBRANE COLLAR, OVERLAP COLLAR CONTINUOUS BEAD ONTO LOWER LAYER OF OF SEALANT (BEYO ------ ROOF SHINGLES CONTINUOUS BEAD ID LOWER LAYER OF ASPHALT OF SEALANT INSULATION ROOF SHINGLES \\�CONTINUOUS MINIMAL (2) LAYERS RIG EXPANDING FOAM AT EXPANDING FOAM SEALANT EXPANDING FOAM SEALANT LOWER LAYER OF FULLY- UPPER LAYER OF ASPHALT WINDOW PERIMETER ADHERED ROOF MEMBRANE AT PERIMETER OF STUD CAVITY ROOF SHINGLES AT PERIMETER OF STUD CAVITY PROVIDE 3/8" CHANNEL EACHER LAYER OF FULLY- No. Description Date UPPER PROVIDE 3/8" CHANNEL EACH --- -- SIDE OF INSIDE PANEL FOR ADHERED ROOF MEMBRANE, -WINDOWUNITAS SIDE OF INSIDE PANEL FOR CUT MEMBRANE AROUND AIR BARRIER DEAL PERIMETER EXPANDING PERIMETER PIPE PENETRATION AND FOAM SEAL LAP OVER MEMBRANE CONTINUOUS MINIMAL I COLLAR EXPANDING FOAM AT FOAM WINDOW PERIMETER CONTINUOUS BEAD OF CONTINUOUS BEAD OF SEALANT I J. SEALANT f' PLYWOOD SHEATHING WITH H-CLIPS, CUT PLYWOOD CONTINUOUS BEAD AROUND PIPE PENETRATION OF ADHESIVE CONTINUOUS BEAD ----- -- OF SEALANT 5"FOIL-FACED ----- -- MANUFACTURED EXPANDING FOAM POLYI SOCYAN U RATE CLOSED CELL FOAM BACKER INSULATING SHEATHING IN SHOWER —WOOD FRAME ROD AND URETHANE SEALANT 3 LAYERS(1.5", 2", 15), FLOOR ASSEMBLY AT PIPE PERIMETER JOINTS STAGGERED CLOSED CELL FOAM BACKER CONTINUOUS FULLY- OF SEALANT S BEAD EXPANDING FGA ROD AND URETHANE SEALANT ADHERED AIR BARRIER CONTINUOUS SILL SEALER =D 1- 7771, FULL WIDTH OF MUDSILL AT PIPE PERIMETER MEMBRANE OVER 2 —WOOD FRAME (AIR BARRIER) PLYWOOD -FOUNDATION WALLAS AIR BARRIER FLOOR ASSEMBLY- CONCRETE SLAB AS PLYWOOD WITH H-CLIPS 2 AIR BARRIER ROOF RAFTER I I. - - - A A AIR SEALING BEHIND TUB WITH CAVITY RIGID INSULATION % �j\�j\�j\\j 0 BuildingGreen LLC 2008 AIR SEALING AT ROOF PENETRATION Bu,I LLC 2008 CONCEPTUAL AIR SEALING STRATEGY LOWER WALL SECTION AIR SEALING BEHIND SHOWER WITH CAVITY RIGID INSULATION CONTINUOUS BEAD OF SEALANT ®BuildingGreen LLC 2008 CONT NUOUS BEAD OF ADHESIVE TO THE BEST OF MY KNOWLEDGE, BELIEF AND ONTINUOUS BEAD OF SEALANT PROFESSIONAL JUDGMENT, THESE PLANS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION FLOOR JOIST CONSTRUCTION CODE _J_J'1_1,_1_J_1_JJ_J_J_1_J_J CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT INTERIOR GYPSUM WALLBOARD AS AIR BARRIER CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST 0 BuildingGreen LLC 2008 LA N G M A R RA AR�c AVE I I I I I I I I _L7 GRADE DETAILS I I I Project number #### Date OCTOBER 12, 2018 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Drawn by D E P SEC Checked by H ERMAL A 109 BUILDING SECTION (TYP) Scale AS SHOWN 4 L61/2 GYP(1x4 BLOCKING L CONTINUOUS OF SEAL CONTINUOUS OF SEALANT CONTINUOUS ;5 <� I GENERAL CONDITIONS FOUNDATION DAMP PROOFING GYPSUM WALL BOARD DESIGN LOADS AND SPECIFICATIONS GENERAL WIND PROTECTION CONNECTION NOTES �1 UNLESS OTHERWISE NOTED, GENERAL INSTALL TWO LAYERS OF TROWELED ON INSTALLED AS PER SECTION R702.3.2. N' CONDITIONS OF THE CONTRACT FOR FIBERGLASS MASTIC. (FED. SPEC. S.S.C. THROU GHR702.3.6 OF THE RESIDENTIAL GROUND SNOW LOAD 20 PSF Adapted from Standard for Hurricane Resistant Residential CONSTRUCTION, AIA DOCUMENT-201 153 TYPE-1) MEMBRANE TO BE CODE OF N.Y.S. GYPSUM WALLBOARD ATTIC W LIMITED STORAGE LIVE LOAD 20 PSF Construction; S S T D 10-9 9 and 2001 S B C High Wind Edition Wood 4/87 SHALL APPLY. THE CONTRACTOR CONTINUOUS FROM TOP OF FOUNDATION APPLICATION SHALL BE TAPE JOINT SHALL OBTAIN CERTIFICATE OF AND EXTEND TO LAP EDGE OF FOOTING. SYSTEM. ALL GYPSUM BOARD TO BE CEILING LIVE LOAD 20 PSF Frame Construction - -� - • OCCUPANCY. SUBSTITUTIONS SHOULD 1/2" ON WALLS AND 1/2" ON CEILINGS SECOND FLOOR LIVE LOAD 40 PSF NOT BE MADE WITHOUT WRITTEN FRAMING AND ROUGH CARPENTRY UNLESS OTHERWISE INDICATED. FINISH FIRST FLOOR LIVE LOAD 40 PSF Fasteners and Connectors for Wood Frame Construction PIAN,NON G I N C . AUTHORIZATION BY THE OWNER. THE JOISTS RAFTERS AND STUDS SHALL BE JOINTS, J-BEADS. NAIL DIMPLES, WIND SPEED 130 MPH PREMISES SHALL BE KEPT REASONABLY CONSTRUCTION GRADE DOUGLAS FIR 1100 CORNERS AND EDGES SHALL BE TAPED + CLEAN AT ALL TIMES. AT THE PSI. ALL WOOD SILLS AND WOOD IN AND RECEIVE THREE COATS OF JOINT SEISMIC DESIGN CATEGORY C 1, A continuous load path between footings, foundations walls, COMPLETION OF WORK, THE CONTRACTOR CONTACT WITH MASONRY SHALL BE CCA COMPOUND. ALLOW 24 HOURS TO DRY WEATHER INDEX SEVERE SHALL REMOVE ALL WASTE MATERIALS, TREATED. ALL EXTERIOR SHEATHING SHALL BETWEEN COATS. FINAL COAT TO BE FROST LINE DEPTH 3 FEET f l o o r s , studs and roof f r a m i n g shall be provided, TOOLS, RUBBISH, ETC., CLEAN GLASS BE MIN. 1/2 CDX DOUGLAS FIR STRUCTURAL SANDED SMOOTH. METAL CORNER BEAD TERMITE MODERATE TO HEAVY AND LEAVE WORK BROOM CLEAN UNLESS PLYWOOD UNLESS NOTED OTHERWISE. TO BE USED ON ALL OUTSIDE CORNERS DECAY SLIGHT TO MODERATE 2, Approved connectors, anchors and other fastening devices n o t OTHERWISE SPECIFIED. THE CONTRACTOR SUB-FLOORS TO BE 3/4" CDX PLYWOOD AND AROUND ALL OPENINGS. WINTER DESIGN TEMPERATURE 11 p p SHALL CARRY WORKMAN S EXTERIOR SHEATHING TO BE COVERED WITH Included in the Standard BuildingCode , Table 2306.1 shall be COMPENSATION AND GENERAL LIABILITY "TYVEK" HOUSE WRAP CR APPROVED EQUAL. ELECTRICAL ICE SHIELD UNDERLAYMENT REQUIRED YES PO BOX 4144 INSURANCE. ALL SHALL COMPLY WITH BLOCK STUD WALLS AT 1/2 STORY ALL WORK SHALL COMPLY WITH THE SOIL BEARING CAPACITY 1,500 PSF installed in accordance with m a n u f a c t u r e is recommendations, EAST HAM PTON NEW YORK STATE AND LOCAL CODES AND HEIGHTS AND AT ALL UNSUPPORTED EDGES NATIONAL ELECTRICAL CODE AND ALL ORDINANCES. PROOF OF COMPLIANCE OF PLYWOOD. PROVIDE SOLID BLOCKING AND STATE, LOCAL, AND UTILITY COMPANY TO BE PROVIDED TO OWNER UPON DIAGONAL BRACING OF FLOOR JOISTS AT 8' CODES AND REGULATIONS. ALL CIRCUITS 3, Metal plates, connectors, screws, bolts, and nails exposed REQUEST. THE CONTRACTOR SHOULD O.C. MAXIMUM AND SOLID BLOCKING UNDER SHALL BE MINIMUM 15 AMP. POWER FULLY GUARANTEE HIS WORK AND THE ALL UNSUPPORTED EDGES OF PLYWOOD. ALL WIRING SHALL BE MINIMUM 14 AWG. directly to the weather Or subject to salt corrosion in costal ENGINEERING BY: WORK OF HIS SUBCONTRACTORS FOR A CAP PLATES TO BE DOUBLED AND NAILED CONVENIENCE OUTLETS SHALL BE PERIOD OF ONE YEAR AFTER BOTTOM CAP PLATED TO END OF STUDS. LOCATED 12" ABOVE FINISHED FLOOR areas, shall b e stainless steel o r hot dipped galvanized, COMPLETION OF THE PROJECT UNLESS LAP CAP PLATES AT CORNERS. WHERE UNLESS OTHERWISE INDICATED. ALL OTHERWISE SPECIFIED. ALL WORK SHALL FLUSH FRAMING OCCURS USE MIN. 16GA SWITCHED TO BE LOCATED 36" ABOVE 4 Where windows and doors interrupt wood structural panel e l E R BE PERFORMED IN ACCORDANCE WITH SHEET METAL JOIST HANGERS BY "TECO" OR THE FINISHED FLOOR UNLESS OTHERWISE p �� MAC GOOD BUILDING PRACTICES. THE APPROVED EQUAL. ALL CORNERS TO BE INDICATED. SUPPLY RECOMMENDED sheathing and siding, framing anchors or connectors shall be ® ® SHERMAN ENGINEERING CONTRACTOR SHALL INDEMNIFY AND MINIMUM (3)2X STUDS. HEADERS SHALL BE LAMPS IN ALL FIXTURES. r header studs, 8v CONSULTING P.A. HOLD HARMLESS THE OWNER, ARCHITECT, provided at the top and bottom Of cripple studs, ENGINEER AND THEIR AGENTS AND MINIMUM (2)2X6 UNLESS NOTED ON PLANS. SE70 MAGNOLIA DUNES CIRCLE EMPLOYEES FROM AND AGAINST ALL MINIMUM BEARING FOR STUDS, JOISTS AND NOTES: and at least One Stud at each side of opening, ,y ST AUGUSTINE, FL 32080 BEAMS SHALL BE 3 1/2". USE DOUBLE 1. OBTAIN ALL PERMITS PRIOR TO �, CLAIMS, DAMAGES, LOSES AND631.831.3872 EXPENSES, INCLUDING ATTORNEYS FEES JACK STUDS FOR HEADERS OVER FIVE FEET THE START OF WORK. 5, Ridge d e straps r a s shall be attached t o each air o f opposing s i n rafters ARISING OUT OF OR RESULTING FROM IN LENGTH. SEE NAILING SCHEDULE NEW _ g p p pp g c & THE PERFORMANCE OF THE WORK YORK STATE CODE. NAILING SCHEDULE AS PER TABLES R602.3(1) & R602.3(3) 2015 IRC NYS except where collar ties of 1x6 or 2x4 lumber is located in upper PROVIDED THAT ANY SUCH CLAIM, - - - - NUMBER of third of attic space and attach to each air of rafters, DAMAGE, LOSS OR EXPENSE (A) IS PLUMBING JOINT DESCRIPTION _ COMMON NAILS NAIL SPACING p p CONTRACTOR SHALL INSTALL WATER SUPPLY - 6 U llf t connectors shall be provided at each rafter bearing, ATTRIBUTABLE TO BODILY INJURY, AND SANITARY SYSTEM AS APPROVED BY ____ RooEFRAMING p p SICKNESS, DISEASE OR DEATH OR TO SUFFOLK COUNTY DEPARTMENT OF HEALTH RAFTER To TOP PLATE (TOE-NAILED): (4) 10d PER RAFTER INJURY TO OR DESTRUCTION OF CEILING JOIST TO TOP PLATE (TOE-NAILED): 4 8d PER JOIST SERVICES. PROVIDE HOT AND COLD CEILING JOIST TO RAFTER FACE NAILED . TANGIBLE PROPERTY (OTHER THAN THE ( > ____ 14�6a ___ _ PER LAP WORK ITSELF INCLUDING THE LOSS OR SHUT-OFF VALVES AT ALL FIXTURES. ALL CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED): (4) 16d PER LAP 7, Floor t O f l O o r hold-downs t O b e provided every 48, and every USE RESULTING THEREFROM B IS WATER PIPING TO HAVE CLEANOUTS AT ALL BLOCKING To RAFTER (TOE-NAILED) - _ (4) 8d EACH END 16 ' within 4 ' of exterior corners. ( ) CHANGES OF DIRECTION AND AT BASE OF CAUSED IN WHOLE OR IN PART BY ANY VERTICAL WASTES. USE 4" CAST IRON _ WALL FRAMING NEGLIGENT ACT OR OMISSION OF THE THROUGH FOUNDATION WALL PITCHED MIN. TOP PLATE TO TOP PLATE (FACE NAILED) 16d 16" O.C.CONTRACTOR, ANY SUBCONTRACTOR, 1/8" PER FOOT. TRAP/WASTE SIZES FOR TOP PLATE AT INTERSECTIONS (FACE NAILED) (4) 16d JOINTS - EACH SIDE 8. Sill Plate to Foundation Anchorage: Sill plate shall be ANYONE DIRECTLY OR INDIRECTLY STUD To STUD (FACE NAILED) 16d -- 16" O.C, , , , FIXTURES SHALL BE AS FOLLOWS: DEADER TO HEADER FACE NAILED) 16d 16" O.C. ALONG EDGES anchored to the foundation with anchor bolts having a min, bolt EMPLOYED BY ANY OF THEM, OR � ( _ ANYONE FOR WHOSE ACTS ANY OF THEM WETBAR SINK 1.5 TOP OR BOTTOM PLATE To STUD (END NAILED): MAY BE LIABLE REGARDLESS OF LAVATORY 1.25" (3) 16d TOE NAIL diameter of 5/8' and 3' x 3' x 1/8' washers, A minimum Of WHETHER OR NOT IT IS CAUSED IN PART SHOWER 2" _ (4) 16d TOE-NAIL BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, (2) 16d (2) EACH 16" one anchor bolt shall be provided within 6 to 12 Inches of each O.C. BY A PARTY INDEMNIFIED HEREUNDER. TOILET 3" ENDJOIST, OR BLOCKING (FACE NAILED) _ALL MATERIALS, ASSEMBLIES, AND ALL SYSTEMS TO HAVE ONE 3" MAIN VENT FLOOR FRAMING end Of each plate, Anchor bolts Shall have a minimum METHOD OF CONSTRUCTION INCLUDING STACK INCREASED TO 4" THROUGH THE JOIST To SILL, TOP PLATE OR GIRDER (TOE NAILED) (4) 8d PER JOIST embedment of 7 inches in concrete/ masonry foundations. BUT NOT LIMITED TO FORM-WORK, ROOF. PROVIDE FROSTPROOF HOSE-BIBS AS BRIDGING i-o JOIST (TOE NAILED) - O 16d - --- EACH END ' BLOCK-WORK, FRAMING, NAILING, BLOCKING TO JOIST (TOE NAILED) (3) 16d EACH END ARCHITECTURAL DESIGN: INDICATED ON PLANS WITH EASILY Anchor bolts shall be located within 12 inches of corners and at PLACING OF CONCRETE, ETC. ARE TO BE ACCESSIBLE DRAIN-COCKS. APPROVAL OF BLOCKING To SILL OR To TOP PLATE (TOE NAILED) _ (3) 16d EACH BLOCK CAREFULLY SUPERVISED BY THE ALL PLUMBING MUST BE OBTAINED FROM LEDGER STRIP TO BEAM (FACE NAILED) - (3) 16d EACH JOIST Spacing n O t exceeding 4 f e e t on center, DAVI D M. G RES H EM JOIST ON LEDGER To BEAM (TOE NAILED) (3) Bd PER JOIST CONTRACTOR TO BE SURE THEY ARE IN APPROPRIATE LOCAL AUTHORITIES PRIOR TO BAND JOIST To JOIST (END NAILED) (3) 16d PER JOIST ACCORDANCE WITH THE DRAWINGS, CONCEALMENT. PRIOR TO ORDERING, BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) _(2) 16d PER FOOT DMG DESIGN SPECIFICATIONS, APPLICABLE CODES AND CONTRACTOR SHALL SUPPLY CUTS OF ROOF SHEATHING 64 COOPER LANE GOOD PRACTICE. DEVIATIONS FROM THE FIXTURES FOR OWNERS APPROVAL. STRUCTURAL PANELS _ __ 8d 6" EDGES DRAWINGS AND SPECIFICATIONS WILL NOT - - - _CEILING sHEATHINc EAST HAMPTON, NEW YORK BE PERMITTED WITHOUT WRITTEN GYPSUM WALL BOARD - sd COOLERS �" E� -7-1-E "FI��- AUTHORIZATION OF THE OWNER. THE GLASS WINDOWS AND DOORS WALL SHEATHING R.0.+2" R.0. +2" CONTRACTOR SHALL BE RESPONSIBLE TO BE INSTALLED AS PER SECTIONR308 STRuc1JRAL PANELS - 7/16 MIN. PLY 8d 6"E�cE jig"1IELD FOR THE SHOP DRAWINGS WHICH MAY OF THE RESIDENTIAL CODE OF N.Y.S. ALL GYPSUM WALL BAORD sd COOLERS 7" EDGE / 10" FIELD N -10" MAX. 10" MAX 8" MAX. 8" MAX. ' BE NEEDED. ALL DIMENSIONS AND GLASS IS TO BE INSULATED LOW-E -- FLOOR SHEATHING I ! CONDITIONS ARE TO BE FIELD VERIFIED. UNLESS OTHERWISE SPECIFIED. GLASS STRUCTURAL PANELS . CONTRACTOR TO REMOVE & RELOCATE SUBCONTRACTOR SHALL NOT INSTALL I INCH OR LESS 8d 6" EDGE / 12" FIELD AS REQUIRED ALL EXISTING WORK WHICH GLASS UNTIL PROPER CLEARANCES ARE INTERFERES WITH NEW CONSTRUCTION. PROVIDED. ALL SLIDING GLASS DOORS, NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. OF WALL SKYLIGHTS AND/OR WINDOWS AS SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS CONCRETE BLOCK REQUIRED BY CODE, SHALL BE INSULATED FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. ALL CONCRETE BLOCK IS TO HAVE TEMPERED GLASS. ALL GLASS DOORS WI y' "DUR-O-WALL" REINFORCING EVERY AND WINDOWS SHALL BE INSTALLED IN WHEN WALL STRUCTURAL SHEATHING IS INSTALLED IN ACCORDANCE TH NYS RBC2015 TABLE R602.3(3), STRAPPING COINDICENT N ,PANEL SPAN PANEL SPAN I ' THIRD COURSE. FILL TROP COURSE STRICT ACCORDANCE WITH THE TO STRUCTURAL SHEATHING IS NOT REQUIRED. + - X 6 O _ x 6 SOLID. MORTAR MIX TO BE ONE PART MANUFACTURES SPECIFICATIONS. ALL 00 Q < 8' RAFTER TO TOP PLATE / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 3.3A ANSI/AF&PA WFCM): :E + PORTLAND CEMENT, ONE PART LIME WINDOWS ARE TO BE CAULKED AND -10d BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8d COMMON NAILS O PUTTY, AND SIX PARTS SAND, OR ONE SEALED AS PER N.Y.S. ENERGY -WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND C; PART MASONRY CEMENT AND THREE CONSERVATION CODE REQUIREMENTS. AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED PARTS SAND. PROVIDE FLASHING PANS UNDER ALL -TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING SLIDER, DOORS, AND WINDOWS WITHIN A JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE CONCRETE 6" OF AN EXTERIOR SURFACE. ALL R.O. R.O. NO CONCRETE OR MASONRY WORK EXTERIOR DOORS ARE TO BE FULLY _ SHALL BE DONE DURING TEMPERATURES WEATHER-STRIPPED. PROVIDE ALL OF 40 DEGREES F. AND FALLING. NO SCREENS AND HARDWARE AS REQUIRED. TABLE 1 : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES CONCRETE SHALL BE PLACED ON ALL GLASS IS TO BE FREE OF INSULATION THICKNESS IN INCHES BY PIPE SIZES FROZEN SURFACES. NO ADDITIVES SHALL SCRATCHES AND IMPERFECTIONS AND No. Description Date BE ALLOWED WITHOUT WRITTEN GUARANTEED BY THE MANUFACTURER HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS PERMISSION OF THE ENGINEER. ALL FOR A PERIOD OF NO LESS THAN 5 TEMPERATURE (F) UP TO 1" UP TO 1.25" 1.5" TO 2.0" OVER 2" CONCRETE IS TO BE MIN. 3,000 P.S.I. YEARS. DOOR AND WINDOW 170-180 0.5 1.0 1.5 2.0 48 W❑❑DSCREW AT 28 DAYS & 3,500 PSI FOR GARAGE MANUFACTURER TO BE DETERMINED BY 140-160 0.5 0.5 1.0 1.5 ROUGH SLAB. PROVIDE ALL SLEEVES AND OWNER. 100-130 1 0.5 0.5 1 0.5 1.0 OPENING (4) TW 210410 FOUNDATION VENTS AS REQUIRED BY NYS CODE. UNLESS INDICATED, ALL ASPHALT ROOF SHINGLES PANEL DESIGN BASED ON 1069.1 FOUNDATION FOOTINGS ARE TO BE A INSTALLED AS PER SECTION R905.2 OF TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES PANEL MIN. 6" DEEP PROJECTING AT LEAST 2 THE RESIDENTIAL CODE OF N.Y.S. ALL BUILDING CODE OF NEW Y❑RK STATE, "ON EACH SIDE OF THE FOUNDATION GAF-CLASS-SLOPED ROOF SHINGLES SHALL BE A ASPHALT ROOF SHINGLES PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE 7/16" PLYWOOD PANELS WALL. PROVIDE W # M A TYPES RANGE F 2-1/2" #8 WOOD SCREWS © 16" O.C. MAX. CONTINUOUS IN THE FOOTING. ALL 4" OR APPROVED EQUAL. SHINGLES SHALL ( ) 2 RUNOUTS 1 AND LESS 1.25 TO 2 2.5 TO 4 THICK CONCRETE SLABS TO HAVE 6X6 BE APPLIED OVER 1 ASPHALT FELT HEATING SYSTEMS INSTALLED IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW Y❑RK R301.2.1,2 10 10 WELDED WIRE REINFORCING. WITH GAF-WEATHER--WATCH ICE AND LOW PRESSURE/TEMPERATURE 201-250 - 1.0 1.5 1.5 2.0 / WATER BARRIER APPLIES AT EAVES, LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 ANCHOR BOLTS IN CONCRETE SHALL BE VALLEYS AND FLASHING. ROOFING HOOKED 5/8" X 12" AT MAX. 3' O.C. CONTRACTOR TO PROVIDE ALL FLASHING STRUCTURAL W ❑ ❑ D PANELS PROVIDE BITUMEN EXPANSION JOINTS NECESSARY FOR A WATERTIGHT, COOLING SYSTEMS BETWEEN SLABS AND FOUNDATION WEATHERPROOF JOB. ROOFING IS TO BE CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1 1.5 2.0 WALLS. APPLIED IN STRICT ACCORDANCE WITH N.T.S. PROTECTION AGAINST DECAY THE MANUFACTURES SPECIFICATIONS. PROVIDE PROTECTION OF WOOD IN CONTRACTOR SHALL SUPPLY COLOR ACCORDANCE WITH SECTION R317 2015 SAMPLES OF THE SHINGLES FOR IRC. PROVIDE PRESSURE PRESERVATIVE OWNER'S APPROVAL, PRIOR TO TREATED WOOD IN ALL AREAS WHERE INSTALLATION. WOD MEMBERS ARE IN CONTACT WITH INSULATION CONCRETE OR MASONRY. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIREBLOCKING FIBERGLASS BATT INSULATION BY JOHN PROVIDE IN ACCORDANCE WITH R302.11 MANVILLE OR APPROVED EQUAL, FOIL TO OF 2015 RESIDENTIAL CODE OF N.Y.S. BE PLACED TOWARD WARM SIDE OR AS SPECIFICALLY VERTICALLY AT CEILING SHOWN ON PLANS. AND FLOOR LEVELS. BETWEEN FURNACE & HVAC CONCEALED STAIR STRINGERS AT TOP FURNISH AND INSTALL PAYNE AND BOTTOM OF RUN, AT OPENINGS PG92SCS60080 FURNACE IN AROUND VENTS, PIPES, DUCTS, CABLES, ACCORDANCE WITH MANUFACTURERS AND WIRES AT FLOOR AND CEILINGS INSTRUCTIONS. FURNISH AND INSTALL LEVELS. BLOCKING TO BE 2x WOOD PAYNE PA13NA042000 AIR CONDITIONER FRAMING OR FIBERGLASS BATT IN ACCORDANCE WITH MANUFACTURERS INSULATION INSTALLED AS REQUIRED BY INSTRUCTIONS. CODE. LANG MARRA PARK AVE NOTES Project number Date OCTOBER 12, 2018 Drawn by D E P Checked by SEC I , 110 AS SHOWN �, Scale