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Home My WebLink About53307-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 53307 Date: 09/22/2026 Permission is hereby granted to: 6500 Main Rd E Marion LLC c/o Soloviev Realty & Dev New York, NY 10019 To: Construct a new single-family dwelling to include a partial finished basement and an HVAC system as applied for per SCHD approval. Premises Located at: 6324 Route 25, East Marion, NY 11939 SCTM# 38.4-1.16 Pursuant to application dated 07/29/2026 and approved by the Building Inspector. To expire on 09/21/2028. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $3,915.00 CO Single Family Dwelling-New $100.00 Total $4,015.00 Building Inspector a 75 Bert J. Kru ski Jr. � T O�]E�.l��l[WAT)ER Al p SUPERVISOR � MA�NA�tG�IEI��I[]EN�� SOUTHOLD TOWN HALL-r_O.Box 1179 � Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Date: Contact Information: Telephone Numbed Property Address / Location of Construction Site: S.C.T.M. #: 1000 District �ection Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENdINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required 1 Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Re dire 1 Area of Disturbance is Greater than I Acre&Storm water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN S.P,D.E.S. Permit DIRECTLY From N.Y.S_ D_E.C. Prior to Issuance of a Build in Permit. - Area of Disturbance is Greater than I Acre & Storm-water runoff Flows Through Southold Tawr:s MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit thrrau h the Southold Town Engineering De artment Prior to Issuance of a Building .'Permit, A"J Reviewed By. —_ Date. � FORM * SMCP-TOS December 2024 WRITTEN CONSENT OF 6500 MAIN ROAD EAST MARION,LLC 6500 Main Road East Marion, LLC, a New York limited liability company (the "Company"), hereby consents to the adoption of the following resolutions as fully as if they had been adopted at duly held meetings of the members: RESOLVED,that the undersigned being the Sole Member of 6500 Main Road East Marion,LLC,hereby authorizes Martin D. Finnegan to execute any and all documents on behalf of the Company with respect to the subdivision of land located at 6500 Main Road,East Marion,NY 11939&Wa Colton Acres a/k/a SCTM 1000-03 8.00-01.00- 001.008,001.013,001.012. RESOLVED, that there has been no change in the make up or composition of the Company,and that there have been no amendments made to the Articles of Organization or the Operating Agreement;and be it further RESOLVED,that a copy of this written consent be file t ae zr" book of the Company.. IN WITNESS WHEREOF, the undersign have ex ed is Consent as of July 23, 2020. Stefa aoloviev,Sole Member TOWN OF SOUTHOLD UBUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1197]-0959 !! " Telephone (631) 765-1802 Fax(631) 765-95021 n ��n��°'�'�.��UtjiOR,�L"��'�G��I"��'��'� Date Received APPLICATION IPERMIT � For Office Use Only PERMIT NO. � Building Inspe+ toc ppll l arss arr 6rMs t iw st filled,oufin fhei ntir *,incomplete ti ��*,�r app)lcat)cons w r lll n be'a � t �d�"Whq �oil"Ap�PMl�a�1l�not the owner,an . I!nerI d +A� xatltra�nrrw(I► ; Il Ian�wmpl d. Date: July 29, 2026 OWNERS)OF PROPERTY: p) Name:6500 Main Road East Marion LLC SCTM# 1000-38.-1-1.16 (Lot 3-Colton Acres Ma Project Address:6324 Route 25, East Marion Phone#: 631-315-6070 Email: mfinnegan@northfork.law Mailing Address:c/o Solow Realty & Dev, 9 West 57th S, Ste 4500, New York, NY 10019 CONTACT PERSON: Name:Brian Slaga, East West Management Group Mailing Address: 30 Tyler Drive, Riverhead, NY 11901 Phone#:631-872-8854 1 Email:bsiaga@eastwestmgroup.com DESIGN PROFESSIONAL INFORMATION: Name:John David Rose, Architect, PC, AIA Marling Address:596 Hampton Road, Unit 1, Southampton, NY 11968 Phone#:631-283-2051 ::�� E m a i 11- johnrose@jdrarchitect.com CONTRACTOR'INFORMATION:` Name:Brian Slaga, East West Management Group Mailing Address: 30 Tyler Drive, Riverhead, NY 11901 Phone#: 631-872-8854 Email: bsiaga@eastwestmgroup.com DESCRIPTION OF PROPOSED CONSTRUCTION ■New Structure ❑ ❑ ❑ ❑ Estimated Cost of Project: 00000 Addition Alteration Repair Demolition $ 500 Estimated cost ❑Other Will the lot be re-graded? ❑Yes ■No Will excess fill be removed from premises? ■Yes ❑No 1 PROPERTY INFORMATION Existing use of property:residential Vacant land Intended use of property: residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect'to R-40 this property? Eyes El No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water,issues as provided by Chapter 236 of the Town Code. 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,Suffo&,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,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 aw in buildbtg(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By(prin e): rtin D. Finnegan, Esq. ■Authorized Agent ❑Owner Signature of Applicant: Date: July 29, 2026 STATE OF NEW YORK) SS: COUNTY of SUFFOLK ) Martin D. Finnegan, Esq, 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of July 2026 Y Not` Public JEAN S. SCHWEIBISH PROPER"'FY O Ilfw AU"'If"II10RIfi Notary Public, State of New York A°�I°IOIC No. 01 SC5074710 Where the applicant is not the owner) Qualified in Suffolk County ( Pp Commission Expires March 17,20 L7 I residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. OwnerlS Signature Date Print Owner@ Name 2 HVAC Design Calculation in accordance with ACCA Manual JA& S Manual J Eighth Edition V.2 For 6500 Main Road, Lot 3, East Marion, NY 11939 John David Rose, Architect, P.C. A/A 596 Hampton Road, Unit 1 Southampton NY 11968 (631) 283-2051 NEW Y BUILDING E CH N 0 L 0 , y 999G R 0 U P Prepared by: Thomas Baccarella in accordance with ACCA Manual J 8th edition, V2 Signature. Date: 05/11/2026 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 NY 11764 Telephone: 31 495-0269 Fax:631 36 n2905 ail:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 3401 NEW YORiK BLDING /�/,� Data: May02,2026 ��UI 141(f/C/4HU By: Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:wwW.NYBTG.com Project • • For. 6500 Main Road,Lot 3,East Marion,NY 11939,John David Rose,Architect,RC.AIA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283-2051 Email:admin@jdrarchitectcom Cooling Equipment Design Conditions Outdoor design DB: 82.4°F Sensible gain: 12605 Bih Entering coil DB: 75.0°F Outdoor design WB: 72.5°F Latentgain: 1765 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 14370 Btuh Indoor RH: 50% Estimated airflow: 760 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA16AZ24AJ3C+RH3VZ2417STACN Actual airflow: 760 darn Sensible capacity: 19115 Btuh 152%of load Latent capacity: 3685 Btuh 209%of load Total capacity: 22800 Btuh 159%of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 19922 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: NXAEN,INC. Model: NCB-240/110H Actual airflow: 760 cfm Output capacity: 24000 Btuh 120%of load Meets all requirements ofACCA Manual S. NlYTar,Nc 2026-May-11 08:38:53 WRIONT OFT' Nght-SRtt tMvemal2026280:01 RSU260 5 Page 1 Main Road_Lot1_2_3\65oo_Main Road_Lot3Jsd.rLp Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: 3401 NEW YORK BUILDING Date: May02,2026 BSmtAHU By. TomBaccarella New York Building Technology Group 159 R1:25A Buldirg 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:wwW.NYBTG.com Project • • For: 6500 Main Road,Lot 3,East Marion,NY 11939,John David Rose,Architect,P.C.AIA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283-2051 Email:admin@jdrarchitect.com Cooling Equipment Design Conditions Outdoor design DB: 82.4°F Sensible gain: 24744 Btuh Entering coil DB: 75.0°F Outdoor design WB: 72.5°F Latentgain: 3168 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 27912 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturees Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Rheem Model: RA1636BJ1NA+RH1V3617STANJAorequal Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 102%of load Latent capacity: 10800 Btuh 341%of load Total capacity: 36000 Btuh 129%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 27725 Btuh Entering coil DB: 67.9°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Prop boiler Manufacturer. NAVIEN,INC. Model: NCB-240/110H Actual airflow: 1200 cfrn Output capacity: 30000 Btuh 108%of load Meets all requirements ofACCA Manual S. MIT*le 2026•May-11 08:38:53 ++. 5lwlA11014TSOFT F49,WSJtsVUrfaersal202626AD1 RSU26W5, Paget Main Road_Loti_2_3t500_Main Road_Lot3Jsd.rup Galc=MJ8 Front Door faces:SW Load Short Form Job: 3401 NEW I YORK j BUILDING DaWx May02,2026 o° °" Entire House By. TornBaccarella New York Building Technology Group 159 Rt 25A Brildirg 1 Stite B,Miller Place,W11764 Phone:631495-0289 Email:Tom@nybtg.com Web:vnwa.NYBTG.com Project Information For. 6500 Main Road,Lot 3,East Marion,NY 11939,John David Rose,Architect,P.C.AIA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283-2051 Email:admin@jdrarchitectcom Design Information Htg Clg Infiltration Outside db(OF) 18 82 Method Blower door Inside db(OF) 68 75 Shielding/stories 3(partial)/2 Design TD(OF) 50 7 Pressure/ACH/AVF 50 Pa/3.0!1960 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 40 40 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfm/Btuh Airflowfactor 0 ckn/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (clim) (clim) AtticAHU d 2164 19922 12605 760 760 BsmtAHU d 2461 27725 24744 1200 1200 Entire House d 4626 47647 37349 1960 1960 Other equip loads 0 0 Equip.@ 1.00 RSM 37349 Latent cooling 4933 TOTALS 1 4626 47647 42282 1960 1960 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. MIT k- 2026-May-1108:38:53 WWI HTSOFT' Right-Sute®Uriversal202626.0.01 RSU26095 Paget Main Road_Lot1_2_3\6500_Main Road_Lot3Jsd.nip Calc=MJ8 Front Door faces:SW Load Short Form Job: 3401 NEW YORN: BUILDING Date: May02,2026 Atf c AHV By. Tom Baccarella New York Building Technology Group 159 R125A t3uldirg 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:wWW.MBTG.com • • • For: 6500 Main Road,Lot 3,East Marion,NY 11939,John David Rose,Architect,P.C.AIA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283-2051 Email:admin@jdrarchitectcom Design Information Htg Clg Infiltration Outside db(°F) 18 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD ff) 50 7 Pressure/AVF 50 Pa/1960 cfm Daily range - L Inside humidity(D/o) 50 50 Moisture difference(grAb) 40 40 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240/11OH Cond RA16AZ24AJ3C AHRI ref 205400817 Coil RH3VZ2417STACN AHRI ref 208445651 Efficiency 95AFUE Efficiency 10.5 EER2,16 SEER2 Heating input 24000 Btuh Sensible cooling 15960 Btuh Heating output 24000 Btuh Latent cooling 6840 Btuh Temperature rise 29 °F Total cooling 22800 Btuh Actual airflow 760 clam Actual airflow 760 clim Airflowfactor 0.038 cfm/Btuh Airflow factor 0.060 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (flZ) (Btuh) (Btuh) (Cfm) (Cfm) Upper Hall 366 1614 1295 62 78 Bath 1 104 987 743 38 45 Bed 231 2088 2071 80 125 Bed 3 259 1519 1829 58 110 Bed 2 312 4032 1928 154 116 Bath 2 94 1619 541 62 33 Bath 3 94 1619 541 62 33 Open to Below 706 6443 3656 246 220 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. WMITiaHk 2026-May-11 08.38:53 gAlR#GHTSOFT' Right-SLite@Uriversal202626.0.01 RSU26095 Page 2 Main Road_Lot1_2_3\6500_Main Road_Lot3Jsd.np Calc=MJ8 Front Door faces:SW AtticAHU d 2164 19922 12605 760 760 Other equip loads 0 0 Equip.@ 1.00 RSM 12605 Latent cooling 1765 TOTALS 2164 19922 14370 760 760 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. (dwb nelc 2026-May-11 06:36:53 +s WItI0HTS0FT' Pighi-SLite@Uriversal202626D.01 RSU26095 Page 3 Main Road_Lot1_2_3\6500_Main Road_Lot3Jsd.nQ CaIc=MJB FrortDoorfaces:SW Load Short Form Job: 3401 NEW YORK BUILDING Date: May 02,2026 BSmt AHU By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bulding 1 SLAe B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.cwm Web:www.NYBTG.com Project • • For. 6500 Main Road,Lot3,East Marion,NY 11939,John David Rose,Architect,P.C.AIA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283-2051 Email:admin@jdrarchitectoom Design Information Htg Clg Infiltration Outside db(°F) 18 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD('F) 50 7 Pressure/AVF 50 Pa/1960 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 40 40 HEATING EQUIPMENT COOLING EQUIPMENT Make NAMEN,INC. Make Rheem Trade NAMEN Trade RHEEM Model NCB-240/11 OH Cond RA1636BJl NA AHRI ref 205400817 Coil RH1V3617STANJAorequal AHRI ref 8178929 Efficiency 95AFUE Efficiency 13.0 EER,15.5 SEER Heating input 30000 Btuh Sensible cooling 25200 Btuh Heating output 30000 Btuh Latentcooling 10800 Btuh Temperature rise 23 'F Total cooling 36000 Btuh Actual airflow 1200 cfm Actual airflow 1200 clrn Airflowfactor 0.043 cfm/Btuh Airflow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Clg load Htg AVF ClgAVF ( (Btuh) (Btuh) (cfrn) 0111) Dining 254 4466 6833 193 331 Living 456 5466 6256 237 303 Ktchen 233 1630 3145 71 153 Pwdr 46 803 439 35 21 Foyer 275 1439 1300 62 63 Pantry 36 0 0 0 0 Primary Bed 406 6354 5392 275 262 Primary Bath 116 1483 273 64 13 Mudroom 153 1075 247 47 12 WIC 39 343 45 15 2 Laundry 72 1100 647 48 31 Lower Foyer 374 1 3566 168 154 8 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. MtTOk' 2026-May-11 08:38:53 "WM1r1kW{6HTSOFT" 9ghl-SUte®UniYersal202626.0.01 RSU26095 Page 4 Main Road_Lotl_2_3\6500_Main Road_Lot3Jsd.rLp ta1c=MJ8 Front Door faces:SW BsmtAHU d 2461 27725 24744 1200 1200 Other equip loads 0 0 Equip.@ 1.00 RSM 24744 Latent cooling 3168 TOTALS 2461 27725 27912 1200 1200 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. MIT k 2026-May-1108:36:53 . " aI j4750FT" Right-Stiter@ Uriversal 2026 26.0.01 RSU26095 Pa9 e 5 Main Road_LOt1_2_3\6500 Main Road_Lot3Jsd.np CaIc=MJ8 Front Door faces:SW Project Summary Job: 3401 m» ��;o NEW YORK RUILDING '7 Date: May 02,2026 Entire Reuse By: Tom Baccarella New York Building Technology Group 159 Rt25A BUldirg 1 suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com -- Project Information For. 6500 Main Road,Lot 3„East Marion,NY 11939,John David Rose,Architect,P.C.AIA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283"-2051 Email:adming)drarchi'tect.com Notes: Design Information Weather: Montauk,NY US Winter Design Conditions Summer Design Conditions Outside db 18 of Outside db 82 °F Inside db 68 of Inside db 75 °F Design TD 50 °F Design TO 7 °F Daily range L Relative humidity 50 % Ventilation Method Moisture difference 40 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 44885 Bich Structure 36684 Btuh Duds R-6.0) 2761 Biuh Ducts(R-6.0) 665 Btuh Centra�vent(0 dim) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 47647 Btuh Use manufacturers data y Rate/ win multi 1' 1.00 Infiltration Equipmensensibleload 37349 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.011960 dim Structure 3645 Btuh Ducts 1288 Btuh Central vent(0 cfm) 0 Btuh Heatingg Cooling Area(ft2) 4626 4626 Equipment latent load 4933 Btuh Molume(ft 39205 39205 Air cyan esulour 0.31 0.14 Equipment Total Load(Sen+Lat) 42282 Btuh Equity A'�F(cfm) 199 91 Req.total capacity at 0.70 SHR 4A ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI,ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 of Total cooling 0 Btuh Actu�[airflow 0 dim Actual airflow 0 cfm Atrflowfador 0 cfrn/Biuh Air flow Nctdr 0 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ir+ "'Ok 2026-May-1108:38:54 " Right- ij I riversa12026 26.0.01 RSU26095 Page 1 ..,Ma3h Road_Lot1 2 3%0500—main Road_Lot3Jsd.nip Calc=MJ8 Frort Door faces:SW Project SummaryJob: sa NEW YORIM BUILD ING � Date: May 02,2026 I�.o , o..• Affic AHU By. Tom Baccarella New York Building Technology Group 159 R1:25A Bulding 1 Sute B,Miller Place,W11764 PhonB:631-495-0289 Email:Tom@rybfg.com Web:www.NYBTG.com Project • • For: 6500 Main Road,Lot3„East Marion,NY 11939,John David Rose,Architect,P.C.AIA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283-2051 Email:admin@jdrarchitec com Notes: ---------- Design Information Weather: Montauk,NY,US Winter Design Conditions Summer Design Conditions Outside db 18 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily ran e L Relative lgiumi ft 50 % Ventilation Method ASHRAE 62.2-2013 Moisture difference 40 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18912 Btuh Structure 12356 Btuh Duds(R-6.0) 1010 Btuh Ducts(R-6.0) 249 Btuh Central vent(0 dim) 0 Btuh Central vent(0 dim) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19922 Btuh Use manufacturers data y Rates rin multiplier 1.00 Infiltration Equipmen sensible load 12605 Btuh Method Blowerdoor Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 11960 dim Structure 1260 Btuh Duds 504 Btuh Central vent(0 clim) 0 Btuh Heat ngg Cooling Area(fly 2164 2164 Equipment latent load 1765 Btuh Volume(fe) 19480 19480 Airchan �hour 0.32 0.14 Equipment Total Load(Sen+Lat) 14370 Btuh Equi A (c(m) 103 47 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make NXAEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240/110H Cond RA16AZ24AJ3C AHRI ref 205400817 Coil RH3VZ2417STACN AHRI ref 208445651 Efficien 95AFUE El ' ncy 10.5 EER2,16 SEER2 Heatin nput 24000 Btuh Sensibl g e cooling 15960 Btuh Heating output 24000 Btuh Latent cooling 6840 Btuh Temperature rise 29 OF Total cooling 22800 Btuh Actual air flow 760 cfm Actual air flow 760 dim Air flow factor 0.038 cfm/Btuh Air flow factor 0.060 cfm/Btuh Stab c pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. nn r�ac 2026-May-11 08:38:54 Right-SLi,"1r1versal 2026 26.0.01 RSU26095 Page 2 ...Madrti d,Lat1_2�_3'BSDOLMain Roao_Lol jsd.n4 Caic=MJB Frort Door faces:SW Project Summary Job: 3401 NEW Y o R OC a a t 0 4+ 'J Date: May 02,2026 BsmtAHU By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 SUte B.Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:tiwvw.NYBTG.com Project • • For: 6500 Main Road,Lot 3,East Marion,NY 11939,John David Rose,Architect,P.C.ALA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283-2051 Email:admin jddrarchitect.com Notes: Desian Information Weather. Montauk,NY US Winter Design Conditions Summer Design Conditions Outside db 18 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2013 Moisture difference 40 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 25973 Btuh Structure 24328 Btuh Duds R-6.0) 1752 Btuh Ducts(R-6.0) 416 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27725 Btuh Use manufacturer's data y Rate/swrwinq multiplier 1.00 Infiltration Equipment sensible load 24744 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(Partial)/2 Pressure/AVF 50 Pall 960 dim Structure 2385 Btuh Ducts 783 Btuh Central vent(0 cfm) 0 Btuh Heatin Coolin Area(its 2461 2469 Equipment latent load 3168 Btuh Volume(ft?) 19725 19725 Aircha es/hour 0.29 0.13 Equipment Total Lewd(Sen+Lat) 27912 Btuh Equiv A (cfm) 97 44 Req.total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make NAMEN,INC. Make Rheem Trade NAMEN Trade RHEEM Model NCB-240/110H Cond RA1636BJlNA AHRI ref 205400817 Coil RH1V3617STANJAorequal AHRI ref 8178929 Efficiency 95AFUE Efficiency 13.0 EER,15.5 SEER. Heating input 30000 Btuh Sensible 000ling 25200 Btuh Heating output 30000 Btuh Lat ntcooling 10800 Btuh Temperature rise 23 °F Total cooling 36000 Btuh Actual air flower 1200 cfm Actual air florww 1200 cfm Air low factor 0.043 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -FWr E r , 2026-May,11 0B:38:54 Wl 4G$4T'St7F1r` Right-SLiteeLwyersal202626.0.01 RSU26095 Page .MainRoad_LOM_ 3WOO Main Rood Lot3jsd.np Calc=MJB Front Door faces:SW AED Assessment Job: 3401 ..NEW YORK BUILDING Date: May 02,2026 .o o Entire House By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Mb:www.NYBTG.com Project • • For. 6500 Main Road,Lot 3,East Marion,NY 11939,John David Rose,Architect,P.C.AIA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283-2051 Email:admin@jdrarchitectcom Design Conditions Location: Indoor: Heating Cooling Montauk,NY US Indoor temperature(OF) 68 75 Elevation: 7 ft Design TD(OF) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 39.8 39.7 Dry bulb(OF) 18 82 Infiltration: Daily range(OF) - 12 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load 2a, 24,000.1 22,80 `a 16,S�11N mm 12smia 1D,10- B;0 6,00o.. . 4,000-- ZOO-- 0 ........ ........... 8 16 11 12. 0 14 16 18 17 '10. 1.9 20 Hour°ro.y �wM /naqe r n®nn Maximum hourly glazing load exceeds average by 26.3%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh mrrek 2026-May-11 08:38:54 - 11 911I1UNTSOFT Pight-Sute®Urrversa1202626.0.O1RSU26095 Pagel AOM Main Road_Lott_2_316500_Main_Road_Lot3Jsd.rup Calc=MJ8 Front Door faces:SW AED Assessment Job: 3401 NEW Y O R K B U I L D I N G Data: May 02,2026 Attic AHU By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sdte B,Miller Place,W11764 Phone:631-495-0289 Eniail:Tom@nybtq.00mMb:wAw.NYBTG.com Project • • For: 6500 Main Road,Lot 3,East Marion,NY 11939,John David Rose,Architect,P.C.AIA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283-2051 Email:admin@jdrarchitedcom Design Conditions Location: Indoor: Heating Cooling Montauk,NY,US Indoor temperature(OF) 68 75 Elevation: 7 ft Design TD(OF) 50 7 Latitude: 41 ON Relative humidity(%D) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 39.8 39.7 Dry bulb(OF) 18 82 Infiltration: Daily range(OF) 12 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load s,v�D 4. 4;t . 2, _ 1,�p4e D 16 91 .......... 1�3 14 --_....15 ._..16 17 18 19 gip,. Hour of Day /iwuM /nw,�a r n®mi Maximum hourly glazing load exceeds average by 19.7%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh I' rr k 2026-May-1108:38:54 "MlMYMrRI'GHTSOFT" Right-Stite@)Uriversal 2026 26.0.01 RSU26095 Page 2 Main Road_Lot1_2_3\6500_Main Road_Lot3Jsd.np Calc=MJ8 Front Door faces:SW AED Assessment Job: NEW Y"" IB a01 UILDING Date: 3May 401 2026 6 a o .° °° BSmt AHU By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Stite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.N BTG.mm Project • • For. 6500 Main Road,Lot3,East Marion,NY 11939,John David Rose,Architect,P.C.AIA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283-2051 Email:admin@jdrarchitectcom Design Conditions Location: Indoor: Heating Cooling Montauk,NY,US Indoor temperature(OF) 68 75 Elevation: 7 ft Design TD(OF) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(grAb) 39.8 39.7 Dry bulb(OF) 18 82 Infiltration: Daily range(OF) - 12 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load 2a, — tq,tiCbtl 1°.°°9 6.000- 4.0 ,. 0...... 11-----.._.,- 122 13 '$4 15 18 17 18,, '19, 20 Nagy of oar ♦Hu,M /awe. ✓amma Maximum hourly glazing load exceeds average by 28.4%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh lltic; 2026-May-11 08:38:54 WR;IOHTSOFT- mgtfSLiteouriversal202626.0.01 RSU26095 Page 3 AM Main Road_Loti_2_3�6500_Main Road_Lot3Jsd.rtp Calc=MJ8 Front Door faces:SW NEW YONw'. w EDILDING Right-M Worksheet Job: 3401 Date: May 02,2026 Entire House '' By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Sine B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@nybtg.com Web:w m.NYBTG.00m 1 Room name Entire House AtticAHU 2 Exposed%dl 529.5 ft 225.0 ft 3 Room height 9.0 ft d 9.0 it d 4 Room dimensions 5 Room area 4625.9 F 2164.5 fF Ty Condruclion U-value Or HTM Area (fly Load Area Load number (Btuh/fl;°F) (BhrhiM or perimeter (ft) (Btuh) or perimeter (it) (Bhuh) Heat Cod Gross NIPS Heat Cool Gross NIPS Heat Cool 6 tj12F09w 0.065 n 322 0.76 763 640 2065 489 441 396 1277 302 DefauIINYBTG2025 0270 n 13.39 8.15 101 0 13571 825 45 0 603 367 Entry Door 0200 n 9.92 4.59 21 21 208 96 0 0 0 0 W 1513114Xi 6 0.099 n 3.37 022 187 187 629 40 0 0 0 0 11 W 12F-09v 0.065 a 322 0.76 938 742 2393 567 572 510, 1646 390 EJDefauhNYBTG2025 0270 a 13.39 32.11 175 0 2344 5620 61 0 817 1959 Entry Door 02M a 9.92 4.59 21 21 208 96 0 0 0 0 W 15B11us-WB 0.099 a 3.37 022 162 162 546 35 0 0 0 0 V�J 12FOsw 0.065 s 322 0.76 893 635 2046 485 441 441 1422 337 =2 DefauhNYBTG2025 0270 s 13.39 15.53 18 0 241 280 0 0 0 0 DefauiNYBTG2025 0270 s 13.39 15.53 241 0 3223 3737 0 0 0 0 W 151311-Owo6 0.099 s 3.37' 022 187 187 629 40 0 0 0 0 tj12F-09v 0.065 writ 322 0.76 1141 871 2807 665 572 519 1674 397 DefatMYBTG 2025 0270 W 13.39 32.11 142 0 1903 4564 52 01 698 1674 DefauMYBTG2025 0270 w 13.39 32.11 128 0 1714 4111 0 0 0 0 W 15B11-Owr.6 0.099 W 3.37 022 162 162 546 35 0 0 0 0 q 12C-0svu 0.091 - 4.51 0.73 333 312 1406 229 0 0 0 0 T-D Entry Door 0200 n 9.92 4.59 21 21 208' 96' 0 0 0 0 C 16X30-Ow 0A08 - 2.09 0.60 2608 2608 5446' 1573 2164 2164 4519 1306 C Adiabaticosili 0255, - 12.62 0.00 4 4 46' 0 0 0 0 0 F 19C-Obscp 0.368 - 120 0.18 476 476 574' 86 476 476 574 86 F 2OP-30w 0.035 - 1.74 0.23 1718 1718 2982 388 0 0 0 0 F 20P-30w 0.035' - 1.74 0.23 44 44 76' 10 44 44 76 10 F 21A-28t 0.022 - 1.09 0.00 374 374 408 0' 0 0 0 0 6 c)AED emersion 0 0 Envelope lossigain 34008 24067 13306 6826 12 a) Infiltration 10877 737 5606 380 b) Room ventilation 0 0 0 0 13 Infernal gains: Occupants@ 230 6 1380 0 0 AppliancE-dother 10500 5150 Subtotal(lines6 to 13) 44885 36684 18912 12356 Less e>memalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 44885 36684 18912 12356 15 Duct loads 6% 2% 2761 665 5% 2% 1010 249 Total room load 47647 37349 19922 12605 Air required(dm) 1 1960 1960 1760 760 Calculabona aegroved b ACCAto meet all re uirements of Manual J 8th Ed, 20-1Z 2026-May-11 08:38:54 wprtMOMTsoF-r Rig�Sute®Uriversal202626.0.01RSU26095 Pagel Main Road_Lot1_2_3�6500_Main Road_LoCiJsd.n� Calc=W8 Front Door faces:SW NEW YOgK wFRight-M Worksheet Job: 3401 E oILDING Date: May02,2026 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@rrybtg.com Mb:wvvw.NYBTG.com 1 Room name BsmtAHU 2 Exposed well 304.5 ft 3 Room height 9.0 ft d 4 Room dimensions 5 Room area 2461.4 ft2 Ty Constrtxlion U-value Or HTM Area (fly Load Area Load number (BtuhAF-°F) (Btu or perimeter (tq (Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 12FAsw 0.065 In 322 0.76 322 244 7881 187 �J�--G DefauHNYBTG2025 0270 In 13.39 8.15 56 0 754 459 I---D Entry Door 0200 n 9.92 4.59 21 21 208 96 W 15B11-0no•6 0.099 ri 3.37 022 187 187 629 40' 11 W 12F O w 0.065 a 322 0,76 367 232 747 177 DefauHNYBTG 2025 0270 a 13.39 32.11 114 0 1527 3661 00 Entry Door 02 a 9.92 4.59 21 21 20B 96 W 15B11-0w 6 0.099 a 3.37 j 022 162 162 546 35' V�I 12F-Osw 0.065 s 322 0.76 452 194 624 148 �- DefauHNYBTG 2025 0270 s 13.39 15.53 18 0 241 280 I 2 DefauHNYBTG2025 0270 s 13.39 15.53 241 0 3223' 3737 W 15B11-Owo6 0.099 s 3.37 022 187 187 629 40 �j 12F-09N 0.065 w 322 0.76 569 351 1132 268 �G DefauhNYBTG 2025 0270 w 13.39 32.11 90 0 1206 2890 L-G DefauHNYBTG 2025 0270 w' 13.39 32.11 128 0 1714 4111 W 15B11-Ow:.6 0.099 w 3.37 022 162 162 546 35 q 12C-09v 0.091 - 4.51 0.73 333 312 1408 229 L-D Entry Door 0200 In 9.92 4.59 21 21 208' 98 C 16X30-Dw OA08 - 2.09 0.60 444 444 927 268 C Adiabaficosili 0255 - 12.62 0.00 4 4 46 0 F 19C-ObsT 0.368 - 120 0.18 0 0 0 0 F 20P-30w 0.035 1.74 023 1718 1718 2982 388 F 20P-30w 0.035 - 1.74 023 0 0 0 0 F 21A-28t 0.022' - 1.09 0.00 374 374 408 0 6 c)AED excursion 0 Envelope loss/gain 20702 17241 12 a) Infiltration 5271 357 b) Room ventilation 0 0 13 Internal gains; Ooapants@ 230 6 1380 Applianceslother 5350 Sutlolal(lines6 to 13) 25973 24328 Lessexdemalload 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subloal 25973 24328 15 Ductloads 1 7% 2% 1752 416 Total room load 27725 24744 Air required(dm) I I 1 1200 1200 Calculations approved b ACCA to meet all requirements of Manual J 6th Ed. euwIVWk 2026-May-11 08:38:54 . . wrssaw ra rara Right-Suilleftriversal202626.0.01 RSU26095 Page 2 Main Road_Lot1,2_3Z50(p Main_Roo Lot3jsd.rnip Calc=MJ8 Frort Door faces:SW Right-l®Worksheet Job: 3401 �.�,rove eosc ,ar. Attic AHU Date: May 02,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Suits B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com 1 Room name AtticAHU Upper Hall 2 Exposed wall 225.0 ft 142 It 3 Room height 9.0 ft d 9.0 ft heall000l 4 Roomdimensions 1.0 x 365.7 ft 5 Room area 2164.5 ft= 365.7 fF Ty Construction U-Value Or HTM Area (ft2) Load Area (ftl Load number (Btuhlft--q (Btuhtfl or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 I 12F 0 w 0.065 n 322 0.78 441 396 1277 302 9 9 29 7 ___GG DefauhNYBTG 2025 0270 n 13.39 8.15 45 0 603 367 0 0 0 0 Entry Door 0200 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15B11-Owc.6 0.099 n 0.00 0.00 0 0 0 0 0 0' 0 0 11 IW - 12F-0w 0.065 a 322 0.76 572 510 1646' 390 119 119 384 91 I--c; DefauHNYBTG2025 0270 a 13.39 32.11 61 0 817 1959 0 0 0 0 L--0 Entry Door 0200 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15811-Owc6 0.099 a 0.00 0.00 0 0 0 0 0 0' 0 0 WJ 12F-0sw 0.065 s 322 0.76 441 441 1422 337 0 0 0 0 I!-�3C DefauHNYBTG 2025 0270 a 0.00 0.00 0 0 0 0 0 0 0 0 DefauHNYBTG 2025 0270 s 0.00 0.00 0 0 0 0 0 0 0 0 W 15B11-0wc6 0.099 S 0.00 0.00 0 0 0 0 0 0 0 0 IW 12F-Osw 0.065 w 322 0.76 572 519 1674 397 0 0 0 0 DefauIINYBTG 2025 0270 w 13.39 32.11 52 0 698 1674 0 0 0 0 r G DefauItNYBTG 2025 0270 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15B11-0wa6 0.099 w 0.00 0.00 0 0 0 0 0 0 0 0 R 12C-09N 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 �D Entry Door 0200 n 0.00 0.00 0 0 0 0' 0 0 0 0 C 16X30-Wv 0A08 - 2.09 0.60 2164 2164 4519 1308 366 366 763 221 C Adiabatcasili 0255 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-Obscp 0.368 . 120 0.18 476 476 574 86 0 0 0 0 F 2OP-30w 0.035 0.00 0.00 0, 0 0 0' 0 0 0 0 F 20P-30w 0.035 - 1.74 023 44 44 76 10 0 0 0 0 F 21/M28t 0.022 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 -73 Envelopeloss(gain 13306 6826 1177 245 12 a) Infiltration 5606 380 355 24 b) Room ventilation 0 0 0 0 13 Intemalgains Occupants@ 230 0 0 0 0 Appliances/other 5150 1000 Subtotal(lines6 to 13) 18912 12356 1532 1270 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18912 12356 1532 1270 15 Ductloads 50/0 2% 1010 249 5% 2% 82 26 Total room load E 1 19922 12605 1614 1295 Air required(dm) 760 760 62 78 Calculabonsa2eroved by,ACCAto meet all requirements of Manual J 8th Ed. WSu #. 2026-May-1108:38:54 ryww emw�aTsoFr RigtESute®Urrversal202626.0.01 RSU26095 Pa e3 Main Road_Lott_2_3\6500_Main_Road_Lot3Jsd.nip Calc=W8 Front Door faces:SW 9 Right-M Worksheet Job: 3401 NEW VORI( iEUI:DING Date: May02,2026 Attic AHU By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybl8.00m Nkb:w wv.NYBTG.com 1 Room name Bath 1 Bed 1 2 Exposed well 11.0 ft 25.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heatl000l 4 Room dimensions 11.0 x 9.5 ft 17.8 x 13.0 ft 5 Room area 104.5 ft' 230.8 ft2 Ty ConshK;bon U-value Or HTM Area (ftF) Load Area (fly Load number (Bbahff-'F) (Btuh/fl or perimeter (Btuh) or perimeter (try (Btiah) Heat cod Gross NIPS Heat Cool Gross NIPS Heat Cool 6 12Fosw 0.065 n 322 0.76 0 0 0 0 65 65I 210 50 _G DerauHNYBTG 2025 0270 n 13.39 8.15 0 0 0 0 0 0 0 0 -tD Entry Door 0200 n 0.00 0.01) 0 0 0 0 0 0 0 0 W 15B11-Owc.6 0.099 n 0.00 0.00 0 0 0 0 0 0 0 0 11 12F4sw 0.065 a 322 0.76 0 0 0 0 0 0 0 0 tj DefaurNYBTG 2025 0270 a 13.39 32.11 0 0 0 0 0 0 0 0 Entry Door 02M a 0.00 0.00 0 0 0 0 0 0' 0 0 W 151311-Ovvo6 0.099 a 0.00 0.00 0 0 0 0 0 0 0 0 12F09w 0.065 s 322 0.76 0 0 0 0 0 0 0 0 DefaurNYBTG 2025 0270 s 0.00 0.00 0 0 0 01 0 0 0 0 DefaurNYBTG 2025 0270 s 0.00 0.00 0 0 0 0 0 0 0 0 W 151311-Ow-6 0.099 s 0.00 0.00 0 0 0 0 0 0 0 0 12F09w 0.065 w 322 0.76 99 87 279 66 160 145 467 111 DefaurNYBTG2025 0270 w 13.39 32.11 12 0 166 397 15 0 201 482 DefauINYBTG 2025 0270 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15B114)Ao6 0.099 w 0.00 0.00 0 0 0 0' 0 0 0 0 q 12C-096v 0.091 0.00 0.00 0 0 0 0' 0 0 0 0 L-D EntyDoor 02W n 0.00 0.00 0 0 0 O 0 01 0 0 C 16X30-Ow 0.408 2.09 0.60 104 104 218 63 231 231 482 139 C Adiabaticceili 0255 0.00 0.00 0 0 0 0' 0 0 0 0 F 19C-0bscp 0.368 120 0.18 0 0 0 0 0 0 0 0 F 20P-30w 0.035 - 0.00 0.00 0 0 0' 0' 0 0' 0 0 F 20P-3Duv 0.035 1.74 023 0 0 0 0 0 0 0 0 F 21A,28t 0.022 - 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED eruursion 1 183 1156 Ernelope losslgain 663 710 1360 938 12 a) Infiltration 274 19 623 42 b) Room ventilation 0 0 0 0 13 Internal gains: Ocwpants@ 230 0 0 0 0 Applianaes(other 0 1050 Subk)W(lines6 to 13) 937 729 1983 2030 Less external load 0 0 0 0' Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 937 729 1983 2030 15 DuctloadS 1 5% 2% 50 15 5% 2% 106 41 Total room load 987' 743 2088 2071 Air required(clm) I 138 45 80 125 Calculations approved b ACCAto meet all requirements of Manual J 8th Ed. rvNm�c 2026-May-11 08:38:54 . A rowMFUMo�+TsoFr Right-Suite®Universal 2026 26.0.01 RSU26095 Pa9 e4 Main Road_Lotl_2_3\6500_Main Road_Lot3Jsd.nnp Calc=MJ8 Front Door faces:SW NEW PORKRight-M Worksheet Job: 3401 IBllul',DING Attic AHU Date:Dat T May02,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:vwwv.NYBTG.00m 1 Room name Bed 3 Bed 2 2 Exposed w ( 9.0 ft 10.5 ft heat/cool 9.0 ft 462 ft heaUcool 3 Room height 4 Room dimensions 1.0 x 258.8 ft 1.0 x 311.8 ft 5 Room area 258.8 iF 311.8 fF Ty Construction U-value Or HTM Area (flF) Load Area (fly Load number (Btuhlft-.F) (Btuh/Il) or perimeter (ft) (Btuh) or perimeter (to (Btuh) Heat Cod Gross N/P/S Heat Cool Gross NIPS Heat Cool 6 12F-09N 0.065 n 322 0.76 0 0 0 0 232 187 602 143 1��J--G DeIauItNYBTG2025 0270 n 13.39 8.15 0 0 0' 0 45 0 603 367 r---D Entry Door 0200 n 0.00 0.00 0 0 0 0 0 0 01 0 W 151311-OwA 0.099 n 0.00 0.00 0 0' 0 0 0 0 0 0 11 W 12F-09w 0.065 a 322 0.76 94 80 256; 61 58 58 189 45 DefaurNYBTG 2025 0270 0 13.39 32.11 15 0 201 482 0 0 0 0 Entry Door 0200 a 0.00 0.00 0 0 0 0 0 0 0 0 W 151311-Ovas6 0.099 a 0.00 0.00 0 0', 0 0 0 0 0 0 12F-OsN 0.065 a 322 0.76 0 0' 01 0 0 0 0 0 _(G; DefauMNYBTG 2025 0270 s 0.00 0.00 0 0 0' 0 0 0 0 0 t DefauhNYBTG 2025 0270 s 0.00 0.00 0 0 0 0 0 0' 0 0 W 15B11-Owc.6 0.099 S 0.00 0.00 0 0 0' 0 0 0 0 0 IW 12F-096v 0.065 w 322 0.76 0 0 0 0 126, 128 406 96 DekUftNYBTG2025 0270 w 13.39 32.11 0 0 0' 0 0 0 0 0 L--G DefeuNNYBTG2025 0270 w 0.00 0.00 0i 0' 0 0 0 0 0 0 W 15B11-Ovc6 0.099 w 0.00 0.00 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 t--D Entry Door 0200 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30Ow 0.408' - 2.09 0.60 259 259 540 156' 312 312 651 188 C AdiabeAcoeili 0255 - 0.00 0.00 0 0 0' 0 0 0 0 0 F 19C-Obscp 0.368' - 120 0.18 152 152 183 27 140 140 169 25 F 2OP-30w 0.035 - 0.00 0.00 0 0 0'' 0 0 0 0 0 F 2OP-30w 0.035' 1.74 023 0 0 0 0 32 32 56 7 F 21A-28t 0.022 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 -109 EnWopelosslgain 1180 726' 2675 762 12 a) Infiltration 262 18' 1152 78 b) Room ventilation 0 0' 0 0 13 Inte1al0. Occupants@ 230 0 0'', 0 0 Appliancestother 1050 1050 Subtotal(lines6 In 13) 1442 17931 3828 1890 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1442 1793 3828 1890 15 Dud loads 5% 2% 77 36 59/6 2% 204 38 Total room load 1519 1829 4032 1928 Air required(dm) 58 110 154 116 Calculations g2eroved b ACCAto meet all requirements of Manual J 8th Ed. ru ffr k 2026-May-11 08:38:54 w "u"'rs -c Right-Sute®Universal 202626.0.01 RSU26095 Pa e5 Main Road_Lotl_2_3\6500_Main Road_Lot3Jsd.nrp Calc=MJ8 Front Door faces:SW g Right-M Worksheet Job: 3401 NEW Y09K EU„OING Date: May02,2026 Attic AHU By: Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Suts B,Miller Place,NY11764 Phone:631-495-0289 Email:Tam@rybtg.com Web:ew w.NYBTG.com 1 Room name Bath 2 Bath 3 2 EVosed wall 212 ft 212 ft 3 Room height 9.0 ft heaU000l 9.0 ft heaUcool 4 Room dimensions 6.2 x 15.0 It 62 x 15.0 ft 5 Room area 93.8 ft2 93.8 T Ty Construction U-value Or HTM Area (T) Load Area (fl) Load number (BWhff-'F) (BWhAt) or perimeter (ft) (Btuh) or perimeter (iq (Btuh) Heat Cod Gross N/P/S Heat Cool Gross NAPS Heat Cool 6 12F-0sw 0.065 n 322 0.76 0 0 0 0 135 135 435 103 DefauIWYBTG 2025 0270 n 13.39 8.15 0 0 0 0 0 0 0 0 Entry Door 0200 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15B11-0wo•6 0.099 n 0.00 0.00 0 0 01 0 0 0 0 0 11 W 12F09w 0.065 a 322 0.76 56 48 156 37 56 48 156 37 DefaurNYBTG 2025 0270 a 13.39 32.11 8 0 107 257 8 0 107 257 Entry Door 0200 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15611-0w 6 0.099 a 0.00 0.00 0 0 0 0 0 0 0' 0 VJJ 12FOav 0.065 s 322 0.76 135 135 435 103 0 0 0 0 L��G DefauHNYBTG 2025 0270 s 0.00 0.00 0 0 0 0 0 0 0 0 DefaurNYBTG2025 0270 s 0.00 0.00 0 0 0 0 0 0 0 0 W 15B11-Woo6 0.099 s 0.00 0.00 0 0 0 0 0 0 0' 0 IW 12F49N 0.065 w 322 0.76 0 0 0'' 0 0 0 0 0 l--c� DefaultNYBTG 2025 0270 w 13.39 32.11 0 0 0' 0 0 0 0 0 L-G DekuHNYBTG2025 0270 w 0.00 0.00 0 0 0 d 0 0 0' 0 W 151311-0ur6 0.099 w 0.00 0.00 0 0 0 0 D 0' 0 0 12C-09N 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 EnbyDoor 02D0 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-U 0.408 - 2.09 0.60 94 94 196 57 94 94 196 57 C Adiabaticceih 0255 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-0bscp 0.368 - 120 0.18 92 92 111 17' 92 92 111 17 F 20P-30w 0.035 - 0.00 0.00 0 0 0' 0 0 0 0 0 F 20P-30w 0.035 1.74 0.23 2 2 3 0 2 2' 3 0 F 21A-28t 0.022 - 0.00 0.00' 0 0 0 0 0 0' 0 0 6 [ c)AED excursion 24 24 Ernelope loss/gain 1007 495 1007 495 12 a) Infiltration 529 36 529 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancestother 0 1 0 Subtotal(lines6to 13) 1537' 531 1537 531 Less eAsmal load 0 0 0 0 Lesstransfer 01 0 0'' 0 Redistribution 0 0 0 0 14 Subtotal 1537 531 1537 531 15 Dud loads 5°/a 2% 82 11 5% 2% 82 11 Total room load 1619 541 1619 541 Air required(dm) 1 62 33 62 33 Calculat ono ggproved b ACCA to meet all requirements of Manual J 1 thu Ed. 1, r 2026-May-11 08:38:54 ' y/�k.{!Y`YIMTSOFT Rghl-Sute®Urrversal202626.0.01 RSU26095 Page 6 Main Road_Lot1_2_316500_Main Road_Lot3Jsd.nrp Catc=MJ8 Front Door faces:SW NEW YONI( Right-J®Worksheet Job: 3401 IBUuI,.DING Date: May02,2026 Attic AHU 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 V1kb:www.NYBTG.com 1 Room name Open 10 Below 2 Exposed well 75.5 ft 3 Room height 9.0 ft heaV000l 4 Room dimensions 20.8 x 34.0 ft 5 Room area 705.5 ft Ty Conshx2ion U-value Or HTM Area (ft2) Load Area Load number (BtuhAt?,-'F) (Btuhlft) or perimeter (it) (Btuh) or perimeter Heat Cool Gross NIPS Heat Cool Gross NIP/S Heat Cool 6 12F-09nr 0.065 n 322 0.76 0 0 0 0 DefauNNYBTG 2025 0270 n 13.39 8.15 0 0 0 0 Entry Door 0200 n 0.00 0.00' 0 0 0 0 W 15B11-0wa6 0.099 n 0.00 0.00 0 0 0 0 11 12F-09w 0.066 a 322 0.76 j187 157 505 120 DefauhNYBTG 2025 0270 a 13.39 32.111 30 0 402 963 Entry Door 0200 a 0.00 0.00 1 0 0 01 0 W 15B11-Owoa6 0.099 a 0.00 0.00 0' 0 0 0 12FOsw 0.065 s 322 0.76 306 306 987 234 DefaultNYBTG 2025 0270 s 0.00 0.00 0 0 0 0 DefauNNYBTG 2025 0270 s 0.00 0.00 0 0 0 0 W 15B11-OwG6 0.099 s 0.00 0.00 0 0 0 0 12F-09N 0.065 w 322 0.76 187' 162 522 124 DefaultNYBTG 2025 0270 w 13.39 32.11 25 0 331 795 DefauItNYBTG2025 0270 w 0.00 0.00' 0 0 0 0 W 15B11-OW-6 0.099 w 0.00 0.00 0 0 0 0 12C-09N 0.091 - 0.00 0.00' 0 0 0 0 Entry Door 0200 n 0.00 0.00 0 0 0 0 C 16X30-O w 0.408 2.09 0.60 706 706 1473 426 C Adiababcosili 0255 - 0.00 0.00 0 0 0 0 F 19C-0bscp 0.368 - 120 0.18 0 0 0 0 F 20P-30w 0.035 0.00 0.00 0 0 0 0 F 20P-30w 0.035 1.74 023 8 8 15 2 F 21Pr28t 0.022 - 0.00 0.00 01 0 0 0 6 c)AED exursion -206 Envelope loss(gain 4235 2457 12 a) Infiltration 1881 127' b) Room ventilation 0' 0' 13 Inbamalgains Occupants@ 230 0 0 Applianaeslother 1000 Subtotal(lines6 to 13) 6116 3584 Less exlemal load 0 0' Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 6116 3584 15 Ductloads 5% 2% 327 72 Total room load 6443 3656 Air required(cim) 1 2461 220 CalcuWons approved b ACCAto meet all requirements of Manual J 8th Ed. weanrm 2026-May-11 08:38:54 wwewtw�arsoFr Right-Suite®Uriversal202626.0.01 RSU26095 Page Main Road_Lotl_2_3\6500_Main Road_Lot3Jsd.rLp Calc=MJB Front Door faces:SW Right-J®Worksheet Job: 3401 NEW voAK ie ui:Disc Date: May02,2026 Bsmt AHU By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Vkkb:vmw.NYBTG.com 1 Rdornrome BsntAHU Dining 2 1' 304.5 it 33.0 it 3 Room t aigtt 9.0 ft d 9.0 it heaftol 4 Room dimensions 20.6 x 122 it 5 Room area 2461.4 T 254.2 ft' Ty Construction U-value Or HTM Area (ft� Load Area (T) Load number (Btuhff-'F) (Btuhllt=) or perimeter (T (Bhuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cool 6 12F-0sw 0.065 n 322 0.76 322 244 788 187 0 0 0 0 DefauBNYBTG2025 0270 n 13.39 8.15 56 0 754 459 0 0 0 0 EntryDoor 0200 n 9.92 4.59 21 21 208 96 0 0 0 0 W 15B11-0wa6 0.099 n 3.37 022 187 187 629 40 0 0 0 0 11 W 12F09n 0.065 a 322 0.76 367 232 747 177 0 0 0 0 DefauIINYBTG2025 0270 a 13.39 32.11 114 0 1527 3681 0 0 0 0 Entry Door 0200 a 9.92 4.59 21 21 208 96 0 0 0 0 W 151311-0vr-6 0.099 a 3.37 022 162 162 W 35 0 0 0 0 1qJ 12F-Ow 0.065 a 322 0.78 452 194 624 148 110 46 1491 35 DefauHNYBTG2025 0270 s 13.39 15.53 18 0 241 280 0 0 0 0 DefaultNYBTG2025 0270 a 13.39 15.53 241 0 3223 3737' 64 0 857 994 W 15B11-0wt.6 0.099 s 3.37 022 187' 187 629 40 0 0 0 0 12F-Osw 0.065 W 322 0.76 569 351 1132 268 187 59 189 45 DefauANYBTG2025 0270 'w 13.39 32.11 90 0 1205 2890 0 0, 0 0 DefauIINYBTG2025 0270 w 13.39 32.11 128 0 1714 4111 128 0 1714 4111 W 15611-OW 6 0.099 w 3.37 022 162 162 546 35 0 0 0 0 R 12C-09w 0.091 4.51 0.73 333 312 1408 229 0 0 0 0 --.D Entry Door 0200 n 9.92 4.59 21 21 208 96 0 0 0 0 C 16X304Ow OA08 2.09 0.60 444 444 927 268 5' 5 11 3 C Adiabaliceeili 0255 12.62 0.00 4 4 46' 0 0 0 0 0 F 19C-0bscp 0.368 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-30w 0.035 1.74 023 1718 1718 2982 388 254 254 441 57 F 20P-3DN 0.035 - 0.00 0.00 0 0 0' 0 0 0 0 0 F 21A-28t 0.022' 1.09 0.00 374 374' 408' 0 0 0 0 0 6 c)AED excursion 0 957 Envelope losslgain 20702 17241 3362 6203 12 a) Infiltration 5271 357 822 56 b) Room ventilation 0 0 0 0 13 Intemalgains Occupants@ 230 6 1380 2 460 ApplianceWother 5350 0 Subtotal(lines6 to 13) 1 25973 24328 4184 6718 Less exiiamal load 0 0 0 0 Lesstransfer 0 0' 0 0'' Redistribution 0 0 0 0 14 Subtotal 25973 24328 4184' 6718 15 Dudloads 7% 2% 1752 416 7%1 20/6 282 115 Total room load 27725 24744 4466 68M Air required(clm) 1200 1200 193 331 Caloulabona a22roved b ACCAto meet all requirements of Manual J Sth Ed. nnws� 2026-May-11 08:38:54 vcb§4rs40 F1r Rghl-Suite®Universal 202626.0.01 RSU26095 Page 8 Main Road_Lotl_2_3�6500_Main Road_Lot3Jsd.np Calc=MJ8 Front Door faces:SW i� iB UuI,.DING Right-M Worksheet Job: 3401 NEW YOflK Bsmt AHU Date: May 02,2026 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:www.NYBTG.com 1 Room name wing ft hen 2 Exposed Hell 42.8 ft 172 ft 3 Room height 9.0 ft heW ool 9.0 ft heat/cool 4 Room dimensions 20.8 x 22.0 ft 17.2 x 13.5 ft 5 Room area 456.5 f2 232.9 11= Ty Construction U-value Or HTM Area Load Area (ftzj Load number (Btuhff-'F) (BtuW or perimeter (ft) (Btuh) or perimeter (fq (Btuh) Heat Cod Gross NIPIS Heat Cool Gross NIPS Heat Cool 6 1217439a 0.065 n 322 0.76 0 0 0 0 01 0 0I 0 Wj�--G DerauttNYBTG 2025 0270 n 13.39 8.15 0 0 0 0 0 0 0 0 L-D Entry Door 0200 n 9.92 4.59 0 0 0 0 0 0 0 0 W 15B11-0v oZ 0.099 n 3.37 022, 0 0 0 01 0 0 0 0 11 WI - 12F-Osvv 0.065 a 322 0.76 187 115 370 88 0 0 0 0 Deraut NYBTG 2025 0270 a 13.39 32.11 72 0 964 2312 0 0 0 0 Entry Door 0200 a 9.92 4.59 0 0 0 0 0 0 0 0 W 151311-Ov." 0.099 a 3.37 022 0 0 0 0' 0 0 0 0 VJJ 12F-09w 0.065 s 322 0.76 198 69 224 53 0 0 0 0 DefaultNYBTG2025 0270 s 13.39 15.53 0 0 0 0 0 0' 0 0 DefauIWYBTG2025 0270 s 13.39 15.53 129' 0 1723' 1998 0 0 0 0 W 151311-OHa6 0.099 s 3.37 022' 0 0 0 0 0 0 0 0 W 1217-Osw 0.065 w 322 0.76 0 0 0 0 155 137' 442 105 DefaultNYBTG 2025 0270 w 13.39 32.11 0 0 0 0 18 0 241 578 DeraultNYBTG 2025 0270 w 13.39 32.11 0 0 0 01 0 0 0 0 W 15B11-UMs6 0.099 w 3.37 022 0 0 0 01 0 0 0 0 12C-096v 0.091 - 4.51 0.73 0 0 0 0 0 0 0 0 Entry Door 0200 n 9.92 4.59 0 0 0 0 0 0 0 0 C 16X30-Ow 0A08 - 2.09 0.60 0 0 0 0 4 4 9 3 C Adiabatcoeili 0255 12.62 0.00 0 0 0 0 0 0 0 0 F 19C-Obscp 0.368 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-30w 0.035 1.74 023 446 446'' 774 101 233 233 404 53 F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 F 21FM28t 0.022 1.09 OLD 0 0 0 0 0 0 0 0 6 c)AED excursion -7931 -75 Envelopeloss(gain 1 1 4055 3758 1097 663 12 a) Infiltration 1065 72 430 29 b) Room ventilation 0 0 0 0 13 Intemalgain& Occupants@ 230 4 920 0 0 Applianceslother 1400 2400 Subtotal(lines 6to 13) 5121 6150' 1527 3092 Lessexternalload 0 0 0 0 Lesstransfer 0 D 0 0 Redistribution 0 0 0 0 14 Subtotal5121' 6150 1527 3092 15 Ductloads 7% 2°/a 345 105 7% 2% 103 53 Total room load 5466' 6256 1630 3145 Air required(dm) 237 3031 71 153 Calculations a22roved b ACCA to meet all requirements of Manual J 8th Ed. wnwrm«k 2026-May-11 08:38:54 w0orwrsoFr Right-Sdte®Universal 202626.0.01RSU26095 Page9 Main Road_Lot1_2_3t6500_Main Road_Lot3Jsd.nrp Calc=MJB Front Door faces:SW Right-.l®Worksheet Job: 3401 N E'vY YORK BUILDING DatD: May 02 2026 BsmtAHU I y ' By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.eom Web:www.NYBTG.com 1 Room name Pvwdr Foyer 2 EposedvAl 13.8 ft 18.0 It 3 Room height 9.0 It heall000l 9.0 It heatbool 4 Room dimensions 6.0 x 7.8 ft 1.0 x 275.4 ft 5 Room area 46.5 tF 275.4 W Ty Construction U-value Or HTM Area (ft� Load Area (ft2) Load number (BtuhRF°F) (Btuhlre) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat I Cool Gross N/P/8 Heat Cool 6 12F-09N 0.065 n 322 0.76 0 0 0 0 o 0 0 0 DefauIINYBTG 2025 0270 n 13.39 8.15 0 0 0 0 0 0 0 0 Entry Door 0200 n 9.92 4.59 0 0 0 0 0 0 0 0 W 1561OYw 1- 6 0.099 n 3.37 022 0 0 0 0 0 0' 0 0 11 12F-Oav 0.065 a 322 0.76 4 44 142 34 101 48 156 37 DefauhNYBTG 2025 0270 a 13.39 32.11 10 0 134 321 32 0 429 1028 Entry Door 0200 a 9.92 4.59 0 0 0 0 21 21 208 96 W 15611-Ow 6 0.099 a 3.37 022 0 0 0'' 0 0 0 0 0 1qJ 12F-09v 0.065 s 322 0.76 0 0' 0 0 0 0 0 0 I---G DefauIIMBTG 2025 0270 s 13.39 15.53 0 0 0 0 0 0 0 0 Imo; DeFauIIMBTG2025 0270 s 13.39 15.53 0 0 0' 0 0 0 0' 0 W 15B11-0wa6 0.099 s 3.37 022 0 0 0 0 0 0 0 0 v� 12F-09N 0.065 w 322 0.76 0 0 0 0 0 0 0 0 � DefauIMYBTG 2025 0270 w 13.39 32.11 0 0 0 0' 0 0 0 0 L S Defaut NYBTG 2025 0270 w 13.39 32.11 0 10 0 0 0 0 0 0 W 15B11-Ovvo6 0.099 w 3.37 022 0 0 0 0 0 0 0 0 R 12C-09N 0.091 - 4.51 0.73 70 70' 315 51 61 61'' 274 45 L-D Entry Door 0200 n 9.92 4.59 q 0 0' 0 0 0 0 0 C 16X30-Ow 0.408 - 2.09 0.60 B 6 13 4 0 0 1 0 C Adiabaticeeili 0255 - 12.62 0.00 0 0 0 0 0 0 0 0 F 19C-0bscp 0.368 - 0.00 0.00' 0 0 0 0 0' 0 0 0 F 2OP-30w 0.035 - 1.74 023 0 0 0 0 0 0 0 0 F 2OP-30w 0.035 - 0.00 0.00' 0 0 O' 0 0' 0 0 0 F 21A-28t 0.022 - 1.09 0.00 0 0 0 0 0 b 0 0 6 c)AED excursion 12 53 Envelope loss(gain 603 422' 1068 1259 12 a) Infiltration 150 10 280 19 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0' 0 0 Applianceslother 0' 0 Submlal(lines 6to 13) 753 432 1348 1278 Lessextamal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 753 432 1348 1278 15 Ductloads 1711. 2%1 51 7 7% 29,1. 91 22 Total room load 803 439 1439 1300 Air required(cfm) I 1 35 21 1 62 63 Calculations approved b ACCA to meet all requirements of Manual J 8th Ed. wrRuac 2026-May-1108:38:54 ►1..... Right-Sute®Universal 202626.0.01 RSU26095 Pa e10 nn Main Road_Lot1_2_3\6500_Mai Road_Lot3Jsd.np Calc=MJ8 Frort Door faces:SW g RK � a U,I'.DiNG Right-M Worksheet Job: 3401 NEW YO Bsmt AHU Date: May 02,2ozs By: Tom Baccarella New York Building Technology Group 159 M25A Building 1 Suite B,Miller Place,NY11764 PhonB:631-495-0289 Email:Tom@nybtg.00mWab:wvwv.NYBTG.00m 1 Room name Pantry Primary Bed 2 Evosed%Kell 0 ft 52.0 It 3 Room height 9.0 ft heaV000l 9.0 ft heat/000l 4 Room dimensions 6.0 x 6.0 ft 1.0 x 406.0 ft 5 Room area 36.0 jt2 406.0 ft' Ty Constvcbon U-value Or HTM Area (ftF) Load Area (ft2) Load number (Btuhlfl{°F) (Btuh/n or perimeter (tt) (Btuh) or perimeter (it) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 I j 12F-09m 0.065 n 322 0.76 0 0 0 0 144 108 348 82 DefauhNYBTG2025 0270 n 13.39 8.15 0 0 0 01 36 0 482 293 Entry Door 0200 n 9.92 4.59 0 0' 0 0 0 0 0 0 W 15B11-Uno•6 0.099 n 3.37 022 0'' 0, 4 0 0 0 0 0 11 WI _ 12F-09N 0.065 a 322 0.76 0 0 0 0 0 0 0 0 IjI--c� DefauINYBTG 2025 0.270 a 13.39 32.11 0 0 0 0 0 0 0 0 Entry Door 0200 a 9.92 4.59 0 0' 0' 0' 0 0 0 0 W 151311-Ow 6 0.099 a 3.37 022 0 0 0 0 0 0 0 0 12F-09N 0.065 s 32-2 0.76 0 0 0 0 144 78 251 60 DefauIINYBTG2025 0270 s 13.39 15.53 0 0 0 0 18 0 241 280 DefauIINYBTG 2025 0270 s 13.39 15.53 0 0 0 0 48 0 643 745 W 151311-0wo6 0.099 a 3.37 022 0' 0 0 0 0 0 0 0 12F09v 0.065 w 322 0.76 0 0 0 0 180 108 348 82 DefauUNYBTG2025 0270 w 13.39 32.11 0 0 0 0 72 0 964 2312 DefauNNYBTG2025 0270 w 13.39 32.11 0 0 0' 0' 0 0 0 0 W 151311-0ea6 0.099 w 3.37 022 0 0 0 0 0 0 0 0 q 12C-09N 0.091 - 4.51 0.73 0' 0 0 0 0 0 0 0 0 Entry Door 0200 n 9.92 4.59 0 0 0' 0 0 0 0 0 C 16X304Ow 0A08 - 2.09 0.60 0 0 0 0 323 323 674 195 C Adiabaticeeiri 0255 - 12.62 0.00 0 0 0 0 0 0 0 0 F 19C-Obscp 0.368 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-30w 0.035; - 1.74 023 0 0 0 0 406 406 705 92 F 20P-30uv 0.035 0.00 0.00 0 0 0 0 O 0 0 0 F 21A-28t 0.022 1.09 0.00 0 0 0 0 0 0' 0 0 61 c)AED excursion 1 0 23 Ernelope loss/gain 0 0 4657 4164 12 a) Infiltration 0 0 1296 88 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants@ 230 0 0 0 0 Appliances/other 0 1050 Subtotal(lines6to 13) 0 0 5952 5302 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subhotal 0 0 5952 5302 15 Ductloads 1 7% 2% 0 0 7% 2% 401 91 Total room load 0 0 6354 5392 Air required(dm) 0 0 275 262 Calculations approved b ACCA to meet all requirements of Manual J 8th Ed. rwWwMw 2026-May-11 08:38:54 wwsape�awr TsorFr Aft Right-Suite®Uriversal202626.0.01 RSU26095 Page11 Main Road_Lot1_2_3\6500_Main Road_Lot3Jsd.nQ Calc=MJ8 Front Door faces:SW Right-M Worksheet Job: 3401 NEW Y 011 B UI+.O I N G BsmtAHU Date: May 02,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Erriail:Tom@rrybtg.comMb:www.NYBTG.com 1 Room name Primary Bath Mudroom 2 v�dl 16.0 ft 102 it 3 Room R ght, 9.0 it heat/cool 9.0 ft heat/cool 4 Roomdimensions 14.5 x 8.0 It 1.0 x 153.4 ft 5 Room area 116.0 fl2 153A fF Ty Construction U-value Or HTM Area Load Area (fly Load number (BtuhAF-°F) (Btuhtfl or perimeter (ft) (Btuh) or perimeter (it) (Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1LU 12F-0sw 0.065 n 322' 0.76 72 62 199 47 50 28 92 22 Lam__pG DeTaufiNYBTG 2025 0270 n 13.39 8.15 10 0 138 84 0 0 0 0 Entry Door 0200 n 9.92 4.59 0 0 0 0 21 21 208 96 W 15B114)vu.6 0.099 n 3.37 022 0 0 0 0 0 0 0 0 11 W 12F-09N 0.065 a 322 0.76 25 25 80 19 0 0 0 0 EjDefaultNYBTG 2025 0270 a 13.39 32.11 0 0 0 0 0 0 0 0 Entry Door 0200 a 9.92 4.59 0 0 0 0 0 0 0 0 W 151311-0vvo-6 0.099 a 3.37 022 0 0 0 0 0 01 0 0 12F 09N 0.065 s 322 0.76 0 0 0 0 0 0 0 0 DefauIMYBTG2025 0270 s 13.39 15.53 0 0 0, D 0 0 0 0 DefeuIWYBTG2025 0270 s 13.39 15.53 0 0 0 0 0 0 0 0 W 15B11-0vc,6 0.099 s 3.37 022 0'' 0 0 0 0 0 0 0 12F-096v 0.065 w 322' 0.76 47 47 152 36 D 0 0 0 Defaui NYBTG 2025 0270 w 13.39 32.11 0 0 0 D 0 0 0 0 DefaultNYBTG2025 0270 w 13.39 32.11 0 0 0 0 0 0 0 0 W 15B11-DAc.6 0.099' w 3.37 022 0 0 0 0 0 0 0 0 q 12C-09v 0.091 - 4.51 0.73 0 0 0 D 43 22 98 16 L--D Entry Door 0.200 n 9.92 4.59 0 0 0' D 21 21 208 96 C 16X30-Ow 0.408 2.09 0.60 105 105 219 63 0 0 0 0 C Adiabaticceifi 0255 - 12.62 0.00 0 0 0 0 0 0 0 0 F 19C-0bscp 0.368 - 0.00 0.00 0' 0 0; 0 0 0 0 0 F 20P-30w 0.035 1.74 023 116' 116 201 26 152 152 264 34 F 20P-3ft 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 F 21IX28t 0.022 - 1.09 0.00 0 0 0 0 0 0 0 0 6 c)AED e)mrsion -35 -32 Envelope loss(gain 990 241 870 233 12 a) Infiltration 399 27 137 9 b) Room ventilation 0 0 0 0 13 Intemalgeins: Occupants@ 230 0 0 0 0 Appliancesrother 0 0 Subtotal(lines6 to 13) 1389 268 1007 242 Lessexhemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Su 1389 268 1007 242 15 Ductloads 7% 2% 94 5 7% 2% 68 4 Total room load 1483 273 1075 247 Air required(dm) 64 13 47 12 al labors approved by,ACCAto meet all reguirements of Manual J 8th Ed. raATtk 2026-May-11 08:38:54 w CA",r.S'CXV c FOUWSUIeS Lkiversal202626.0.01 RSU26093 Page 12 Main Road_Lott_2_3\6500_Main_Road_Loi3Jsd.rLp Calc=MJ8 Front Door faces:SW NEW YORK R ?ING Right�JO Worksheet Job: 3401 I::°'` BsmtAHU Date: May02,2026 By. Tom Baccarella New York Building Technology Group 159 F425A Building 1 Suile B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wmv.NYBTG.eom 1 Room name WIC Laundry 2 Exposed wall 62 It 17.8 It 3 Room height 9.0 ft heatbool 9.0 It heaYbool 4 Room dimensions 62 x 62 ft 11.5 x 62 ft 5 Room area 39.1 ftz 71.9 ftz Ty Construction U-value Or HTM Area (fly Load Area (ftz Load number (BtuhufE--F) (BtuW or perimeter (fq (Btuh) or perimeter (it) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLj12F096v 0.065 n 322 0.76 0 0 0 0 56 46 149 35 DefauIINYBTG 2025 0270 n 13.39 8.15 0 0 0 0 10 0 134 81 Entry Door 0200 n 9.92 4.59 0 0' 0 0 0 0 0 0 W 151311-0vxo.6 0.099 n 3.37 022 0 0 0 0 0 0 0 0 11 12F4sw 0.065 a 322 0.76 0 0 0 0 0 0 0 0 DefauIINYBTG 2025 0270 a 13.39 32.11 0 0 0 0 0 0 0 0 Entry Door 0200 a 9.92 4.59 0 0 0 0 0 0 0 0 W 1011-Nr-6 0.099 a 3.37 022 0 0 0 0 0 0 0 0 IfV�J 12F0sw 0.065 s 322 0.76 0 0 0 0 0 0 0 0 -G DefauHNYBTG 2025 0270 s 13.39 15.53 0 0 0 0 0 0 0 0 2 DefauIINYBTG 2025 0270 s 13.39 15.53 0 0 0 0 0 0 0 0 W 15B11-D4r-6 0.099 s 3.37 022 0 0 0 0 0 0 0 0 12F09w 0.065 w 322 0.76 0 0 0 0 0 0 0 0 DefauIMYBTG 2025 0270 w 13.39 32.11 0 0 0 0 0 0 0 0 DefauHNYBTG 2025 0270 w 13.39 32.11 0 0 0 0 0 0 0 0 W 1512111-Unc.6 0.099 w 3.37 022 0 0 0 0 0 0' 0 0 q 12C-Osnr 0.091 - 4.51 0.73 56 254 41 104 104 467 76 L-D Entry Door 0200 n 9.92 4.59 0 0 0 4, 0 0 0 0 C 16X30-0w OA08 - 2.09 0.60 0 0 0 0 0 0 0 0 C Adiabaticoeili 0255 r 12.62 0.00 0 0 0 0 0 0 0 0 F 19C-Obscp 0.368 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P30w 0.035 - 1.74 023 39 39, 68 9 72 72 125 16 F 20P-30w 0.035' 0.00 0.00 0 0 0 0 d' 0' 0 0 F 21A•28t 0.022 - 1.09 0.00 0 0 0 0 0 0'i 0 0 6 0 AED excursion -6 $3 Ernelope lossrgain 322 44 875 126 12 a) Infiltration 0 0 156 11 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoss(other 0 500 SubbDW(lines6 to 13) 322' 44 10311 636 Lesse)demalload 0 0 0 0 Lesstransier 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 322 44 1031 636 15 Dudloads 1 7% 2% 22' 1 7% 2% 70 11 Total room load 343 45 1100 647 Air required(dm) 15 2 48 31 Calculations approved b ACCAto meet all requirements of Manual J Bth Ed. a MWk 2026-May-1108.38:54 WW1#RSMMTSO FT Right-Suite®Uriversal 202626.0.01 RSU26095 Page13 Main Road_Lot1_2_3t6500_Main Road_Lot3Jsd.nip Calc=MJ8 Front Door faces:SW Right-A Worksheet Job: 3401 NEW YORK IR o'101NG Date: May02,2026 Bsmt AHU By: Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Sute B,Miller Place,W11764 Prone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Lower Foyer 2 EVosed wall 77.5 ft 3 Room height 9.0 ft heat/0001 4 Room dimensions 18.0 x 20.8 ft 5 Room area 373.5 fF Ty Construction U-value Or HTM Area (n Load Area Load number (BtuhAF-°F) (BtuhAF) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ 12F-0sry 0.065 n 322 0.76 0 0 0 0 L�_pG DerauNNYBTG2025 0270 n 13.39 8.15 0 0 0 0 Entry Door 02M n 9.92 4.59 0 01 0 0 W 151311-0wa6 0.099 n 3.37 022 187 187 629 40 11 12F-09N 0.065 a 322 0.76 0 0 0 0 DefautNYBTG2025 0270 a 13.39 32.11 0 0 0 0 Entry Door 0200 a 9.92 4.59 01 0' 0 0 W 151311-0wo8 0.099 a 3.37 022 162 162 546 35 WJ 12FOsw 0.065 s 322 0.76 0 0 0 0 �C DefaultNYBTG 2025 0270 s 13.39 15.53 0 0 0 0 L-{2 DefautNYBTG2025 0.270 s 13.39 15.53 0 0 0 0 W 151311-0w:6 0.099 s 3.37 022 187 187 629 40 12F-Osw 0.065 w 322 0.76 0 0 0 0 DefauhNYBTG2025 0270 w 13.39 32.11 0 1) a 0 DefauNNYBTG 2025 0270 w 13.39 32.11 0 0 0 0 W 151311-Wo-6 0.099 w 3.37 0.22 162 162 546 35 12C-09w 0.091 - 4.51 0.73 0 0 0 0 Entry Door 02M n 9.92 4.59 0 0 0 0 C 16X30-Dv 0A08 2.09 0.60 0 0' 0 0 C Adiabaticceili 0255' - 12.62 0.00 4 4 46 0 F 19C-Obscp 0.368' 0.00 0.00 0 0 0 0 F 20P-30w 0.035 - 1.74 023 0 0' 0 0 F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 F 21A-28t 0.022 - 1.09 0.00 374 374' 408 0 6 c)AED excursion -22 Envelope losslgain 2604 129 12 a) Infiltration 536 36 b) Room ventilation 0 0 13 Internal on. Occupants@ 230 0 0 ApplianoWolher 0 Subtotal(1ines6to 13) 3340 165 Lessex'malload 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 3340 165 15 Ductloads 7% 2% 225 3 Total room load 3566 168 Air required(c1m) 1 154 8 Calculations a roved b ACCAto meet all requirements of Manual J ft Ed. ewrum ruTsorFr 2026-May-11 08:38:54 Right-Sute®Universal 202626.0.01 RSU26095 Page14 Main Road_Lot1_2_3\6500_Main Road_Lot3Jsd.np Calc=MJ8 Frort Door faces:SW P� N 1st Floor 138 drn 137 cfm Primary Bed 110 cfm 352 d 110 cfm 64 cfm N rdmary 6 Dining Kitchen "^110 cfm 153 cfm 0x88 8 x 8 24 x 1 8 mu, 8 x 8 15 drn 93 cfm 8 cfm pi" WIC Laundry 4qd 101 ctrr Living Foyer c 3 garage 63a "" Job#: 3401 New York Building Technology Group Scale: 1 : 106 Performed by Tom Baccarella for: Page 1 6500 Main Road,Lot 3, East Marion,NY 11939 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2026 596 Hampton Road, Unit 1 Miller Place, NY 11764 26.0.01 RSU26095 Southampton,NY 11968 Phone:631-495-0289 2026-May-11 08:39:14 Phone:(631)283-2051 www.NYBTG.com Tom n bt com —2-3\6500_Main_Road_Lot3Jsd.rup admin@jdrarchitect.com @ Y g N j� 2nd Floor Open to Below Bath 1 Bed 1 45 cfm 1 123 cfm 25 cfm 77 dm 0x10 1 xt0' Bed 2 760 rn Upper Hall 78 m 77 cfm 123 cfm 110 cfm Bed 3 62 df I 62 of Bath 2 Bath 3 Job#: 3401 New York Building Technology Group Scale: 1 : 106 Performed by Tom Baccarella for: Page 2 6500 Main Road,Lot 3,East Marion,NY 11939 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2026 596 Hampton Road, Unit 1 Miller Place, NY 11764 26.0.01 RSU26095 Southampton, NY 11968 Phone:631-495-0289 „. 2 2026-May-11 08:—Lot3 „ 3\6500 Main Road Lot3 Jsd.ru P Phone:(631)283-2051 www.NYBTG.com Tom@nybtg.com admin@jdrarchitect.com N Basement foyer &154 cfm Lower Foyer Job#: 3401 New York Building Technology Group Scale: 1 : 106 Performed by Tom Baccarella for: Page 3 6500 Main Road,Lot 3,East Marion,NY 11939 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2026 596 Hampton Road, Unit 1 Miller Place, NY 11764 26.0.01 RSU26095 Southampton,NY 11968 Phone:631-495-0289 2026-May-11 08:39:14 bt Phone:(631)283-2051 www.NYBTG.com Tom n com •••-2-3\6500—Main—Road—Lot3Jsd.rup admin@jdrarchitect.com @ y g 1 Duct System Summary Job: 3401 NEW Y CY q§..NC f5 U 11 D N G Data: May 02,2026 attic AHU By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Sdte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:www.NYBTG.00m Project • • For: 6500 Main Road,Lot 3,East Marion,NY 11939,John David Rose,Architect,P.C.AIA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283-2051 Email:admin@jdrarchitectcom fi Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.128/0.062 in H2O 0.128/0.062 in H2O Lowest friction rate 0.075 in/100ft 0.075 in/100ft Actual airflow 760 dim 760 cfm Total efective length(rEL) 252 ft SupplyBranch Detail Table uw Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dim) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk i Bath 1 c 743 38 45 0.109 6.0 Ox 0 VIFx 7.8 110.0 SO Bath h 1619 62 33 0.075 6.0 Ox0 VIFx 50.0 120.0 st1A Bath 3 h 1619 62 33 0.077 6.0 Ox 0 VI Fx 56.2 110.0 st1A Bed 1 c 2071 80 125 0.116 7.0 Ox 0 VI Fx 20.5 90.0 st1 Bed h 2016 77 58 0.092 6.0 Ox0 VIFx 38.8 100.0 st1A Bed 2-A h 2016 77 58 0.097 6.01 Ox 0 VI Fx 32.0 100.0 st1A Bed 3 c 1829 58 110 0.119 7.0 Ox 0 VI Fx 27.8 80.0 st1 Open toBelow h 3221 123 110 0.127 7.0 Ox0 VIFx 20.8 80.0 st2 Open to Below-A h 3221 123 110 0.133 7.0 Ox0 VIFx 16.0 80.0 st2 Upper Hall c 1295 62 78 0.114 6.0 Ox 0 VI Fx 12.2 100.0 st1 Supply Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1A PeakAVF 277 182 0.075 399 9.0 10 x 10 ShtMetl st1 st1 PeakAVF 514 540 0.075 647 11.6 10 x 12 ShtMetl st2 PeakAVF 246 220 0.127 354 7.8 10 x 10 ShtMetl DO 2026-May-11 08:38:56 WVAIGHTSOFT RigWSdte®Lhi%ersal202626.0.01 RSU26095 Pagel Main Road_Lotl_2_3\6500_Main Road_Lot3Jsd.nip Calc=MJ8 Front Door faces:SW DetailReturn Branch . • - Grille Htg Clg gTEL Design Meloc Dlam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (tt) FR (fpm) (in) (in) Opening(in) Mal Trunk rb2 Ox0 760 760 L_!2.5 J 0.075 544 16.0 Ox 0 VIFx MiTek 2026-May-11 08:38:56 RIONTSOFT AgN.WWO Uriversal202626.0.01RSLY2W95 Paget Main Road_Lot1_2_3\6500_Main Road_Lot3Jsd.np Calc=MJ8 Front Door faces:SW Duct System Summary Job: 3401 NEW YORK BUILDING Date: May02,2026 BsmtAHU By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rtybtg.com Web:www.N BTG.com Project Information For: 6500 Main Road,Lot 3,East Marion,NY 11939,John David Rose,Architect,P.C.AIA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone:(631)283-2051 Email:admin@jdrarchitectcom Heating Cooling Extemal static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.29 in H2O 0.29 in H2O Supply/return available pressure 0.132/0.158 in H2O 0.132/0.158 in H2O Lowest friction rate 0.070 in/100ft 0.070 in/100ft Actual airflow 1200 cfm 1200 cfm Total efiecfive length(TEL) 416 ft Supply Branch Detail . • - Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (clim) (crm) FIR (in) (in) Mat Ln(ft) Ln(ft) Trunk Dung c 2278 64 110 0.128 7.0 Ox0 MFx 12.8 90.0 st4 Dining-A c 2278 64 110 0.098 7.0 Ox0 VIFx 14.8 120.0 st3 Dining-B c 2278 64 110 0.111 7.0 Ox 0 VIFx 13.8 105.0 st4 Foyer c 1300 62 63 0.096 6.0 Ox 0 VIFx 41.5 95.0 st3 Kitchen c 3145 71 153 0.101 8.0 Ox 0 VIFx 20.8 110.0 st3 Laundry h 1100 48 31 0.070 6.0 Ox 0 VIFx 54.0 135.0 st3C Laving c 2085 79 101 0.095 6.0 Ox 0 VIFx 28.5 110.0 st3 Living-A c 2085 79 101 0.117 6.0 Ox 0 VIFx 27.2 85.0 st4 Living-B c 2085 79 101 0.146 6.0 Ox 0 VIFx 20.2 70.0 &A Lower Foyer h 3566 154 8 0.101 8.0 Ox0 VIFx 29.8 100.0 st3 Mudroom h 1075 47 12 0.079 6.0 Ox 0 VIFx 36.5 130.0 st3A Primary Bath h 1483 64 13 0.070 6.0 Ox0 VIFx 58.2 130.0 st36 Primary Bed h 3177 138 131 0.076 7.0 Ox0 VIFx 58.0 115.0 st3A Primary Bed-A h 3176 137 131 0.080 7.0 Ox 0 VI Fx 69.8 95.0 st3A Pwdr h 803 35 21 0.107 6.0 Ox 0 VI Fx 47.5 75.0 st3 WIC h 343 15 2 0.084 6.0' Ox0 VIFx 36.2 120.0 st3A MiTek 2026-May-11 08:38:56 W%t1OHTSOFT Pight-SLite@Lhiversal202626.0.01 RSU26095 Page Om Main Road_Lot1_2_3\6500_Main Road_Lot3Jsd.np Calc=MJ8 Front Door faces:SW SupplyDetail Table Trunk Htg Gig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3C PeakAVF 48 31 0.070 107 4.7 8 x 8 ShtMetl st313 st3B PeakAVF 112 45 0.070 252 6.5 8 x 8 ShtMetl st3A st3A PeakAVF 448 320 0.070 576 11.0 8 x 14 ShtMetl st3 st3 PeakAVF 913 777 0.070 685 14.3 8 x 24 ShWel st4 PeakAVF 287 423 0.111 762 9.8 8 x 10 ShtMetl &A PeakAVF 79 101 0.146 228 5.4 8 x 8 ShtMetl st4 DetailReturn Branch . • - Grille Htg Gig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (clim) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 848 934 227.5 0.070 647 14.4 8x 26 ShMt rt2 rb3 Ox 0 352 266 174.8 0.091 634 9.5 8x 10 ShMt rt2A Return Trunk Detail Table Trunk Htg Gig Design Veloc Diam H x W Duct Name Type (dim) (dm) FIR (fpm) (in) (in) Material Trunk rt2A PeakAVF 352 266 0.091 634 9.5 8 x 10 ShtMetl rt2 rt2 PeakAVF 1200 1200 0.070 675 15.8 8 x 32 ShtMet! MtTak 2026-May-11 08:38:56 % MW R,itGHTSOFT Nght-SLite@)Uriyersal 2026 26.0.01 RSU26095 Page 4 AM Main Road_Lot1_2_3\6500_Main Road_Loi3Jsd.np CaIc=MJ8 Front Door faces:SW CC# : C20-23259 aw M"`W.s.c3 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 1011512020 under Liber D00013074 and Page 555 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 10/15/2020 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 10/15/2020 Number of Pages: 8 At: 09:36:51 AM Receipt Number : 20-0162587 LIBER: D00013074 PAGE: 555 District: Section: Block: Lot: 1000 038. 00 01. 00 001. 008 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $40 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15.00 NO TP-584 $0 . 00 NO Notation $0 .00 NO Cert.Copies $10 . 00 NO RPT $200 .00 NO Fees Paid $290 . 00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 1 2 Number of pages v' ^ �,,,i r This document will be public i r. �miifu� ifF p r,�OIi II record. Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES L., Mortgage Amt. Page/Filing Fee Mort � 1 _. ' 1.Basic Tax Handling 20. 00 --•- ••--••---•••••••---- 2. Additional Tax TP-584 Sub Total Natation Spec./Assn. or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. t LV Held forAppointment Comm.of Ed. 5. 00 Transfer Tax Affidavit Mansion Tax CertifPedCo L The property covered by this mortgage is _ - '' or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES orNO Other O Grand Total vt ir1 D If NO, see appropriate tax clause on f." page#_ of this instrument. 4249960 1000 03800 Oloo 001008 i Dist,1 G� T 5 Community Preservation Fund Real Property R SMI 2A IIIIIIIIeIII�II II�III�IIIIIIII�II16 Consideration Amount Tax Agency CPF Tax Due $ Verification Improved 6 Sat''isfactlons,f DischairgeRsNCo;Oa Lists Prof;eerrty Owners tM+4all ng Address EE Vacant Land Martin D. Finnegan, Esq. Twomey Latham Shea Kelley Dubin&Quartararo,LLP TD P.O. Box 9398 TD Riverhead, NY 11901 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title u 8 Suffolk County Recording & Endorsement Page This page forms part of the attached,_ _COVENANT&RESTRICTION made by: (SPECIFYTYPE OF INSTRUMENT) 6500 Main Rd East Marion, LLC The premises herein is situated in —,,,, SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Suffolk County Department of Health Services In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over DECLAR IJON OF COVENANTS AND RESTRICTIONS THIS DECLARATION made this 26th day of August,2020, by 6500 Main Rd. East Marion, LLC, a limited liability company with offices located at 9 West 5711 Street, Suite 4500, New York,New York 10019, hereinafter referred to as the DECLARANT, as the owner of the premises described in Schedule"A"annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. DECLARANT has made application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT)for approval of a subdivision or development on the PREMISES. 2. As a condition of approval by the DEPARTMENT of the subdivision or development application, the DECLARANT covenants that there shall be no conveyance of any lot unless a permanent and perpetual easement that runs with the land, in accordance with the plan on file with the DEPARTMENT, is provided for simultaneously upon conveyance. The easement shall allow for access and for the purpose of placement, installation, maintenance,repair, inspection, and replacement of the water lines. The cost of installation, maintenance,and repair of said water line and to restore the area to its original condition after installation,maintenance,repair, inspection, and replacement of such service utility shall be borne solely by the party,their heirs, successors and/or assigns,which shall be granted the easement. Such easement shall be in conformance with the prior approval plan on file with the DEPARTMENT and in such form as acceptable to the DEPARTMENT. a. As a further condition for approval of the DEPARTMENT,of such subdivision or development application,the DECLARANT agrees that there shall be no further division of any of the lots on the PREMISES described herein, and that said lots shall remain as shown on the subdivision or development map approved by the DEPARTMENT. 3. The DECLARANT,its successors and/or assigns shall set forth these covenants, agreements, and declarations in any and all leases to occupants,tenants and/or lessees of the above described PREMISES and shall,by their terms,subject same to the covenants and restrictions contained herein. Failure of the DECLARANT,its successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state,and federal laws,ordinances, and/or regulations in effect at the time of execution of this agreement, or at the time such laws,ordinances, and/or regulations may thereafter be revised, amended,or promulgated. 5. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York,by injunctive relief or by any other remedy in equity or at law. The failure of any agencies or departments of the County of Suffolk,the DEPARTMENT,or the County of Suffolk to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer, or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may be terminated,revoked,or amended only with the written consent of the DEPARTMENT. 8. .If any section, subsection,paragraph,clause,phrase or provision of these covenants and restrictions shall,by a Court of competent jurisdiction,be adjudged illegal,unlawful, invalid,or held to be unconstitutional,the same shall not affect the validity of these covenants as a whole,or any other part or provision hereof other than the part so adjudged to be illegal, unlawful,invalid,or unconstitutional. 9. Local Law#32-1980—The DECLARANT represents and warrants that he has not offered or given any gratuity to any official,employee,or agent of Suffolk County,New York State, or of any political party,with the purpose or intent of securing favorable treatment with respect to the performance of an agreement,and that such person has read and is familiar with the provisions of Local Law#32-1980. 10. Attached hereto and made a part hereof as Schedule "B" is a Consent of Mortgagee/ Lienor. 6500 Main ^a t M B _. Y _ ........... t .an So�loviManaging Member title S� � (title) STATE OF NEW YORK ) COUNTY OF On the k day of in the year 2020 before me, the undersigned personally appeared Stefan Soloviev, personally kno n to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the ' run w Notary Publi Notary P a 4 0 r. New York otFr Jr r 7 omrr flssioll Expires os f0arr-n 26 01 11 fidelity National Title INSURANCE COMPANY TITLE NO. 7404-008312 SCHEDULE A ALL that certain plot, piece or parcel of land, situate, lying and being at East Marion, Town of Southold, County of Suffolk and State ofNew York,shown as Lot 4 on the subdivision Map o'fJoseph A.Cherepowich, Susan G„ Cherepowich, Marion Santacroce and Helen Polak, filed in the Suffolk County Clerk's Office on June 26,2001 as Map No. 10643,which lot is bounded and described as follows: BEGINNING at a point on the southerly side of Main Road(S.R.25)distant 518.19 feet westerly from the comer formed by the intersection of the southerly side of Main Road (S.R. 25) with the westerly side of Gillette Drive; RUNNING THENCE South 37 degrees 45 minutes 19 seconds East along land now of formerly of6500 Main Rd East Marion LLC,973.87 feet; THENCE South 52 degrees 43 minutes 10 seconds West 250.65 feet; THENCE North 37 degrees 15 minutes 58 seconds West 74.98 feet; THENCE North 37 degrees 45 minutes 19 seconds West 637.42 feet to land now or formerly of the Susan G. Cherepowich Revocable Trust; THENCE the following two(2)courses and distances along land now or formerly of Susan G.Cherepowich Revocable Trust: I. North 52 degrees 14 minutes 41 seconds East 225.00 feet; 2. North 37 degrees 45 minutes 19 seconds West 256.04 feet to the southerly side of Main Road (S.R.25); THENCE along the southerly side of Main Road(S.R.25)North 44 degrees 36 minutes 31 seconds East 25.22 feet to the point or place of BEGINNING. 24 Commerce Drive • Riverhead,New York 11901 0(631)727-0600 0 Fax: (631)727-0606 SCHEDULE B CONSENT OF MORTGAGEE/LIE NOR H.S. REF. NO. OR NAME OF SUBDIVISION: H.D. Ref. #S 10-19-0006 Colton Acres Subdivision NAME OF MORTGAGEE: Farm Credit East ACA LIBER NO.: M00022855 PAGE NO.: 761 In the matter of the application of COLTON ACRES SUBDIVISION, the undersigned, as holder of a mortgage or lien on PREMISES described in Schedule A annexed hereto (part of Suffolk County Tax Map No. 1000-38-1-1.8),hereby consents to the annexed easement on said PREMISES. FR�" 1 REDIT EAST"ACA By: _ _....... (print name/title) STATE OF NEW YORK ) COUNTY OFCj ) s On the day ofT to the year 2004 before me, the undersigned personally appeared Patrick Wiles ' personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notar Public C � 9 � . euo o 1�20- R SCHEDULE.B CONSENT OF l' ORTG,4GEE/LCEENO 2 H.S. REF. NO. OR NAME OF SUBDIVISION: H.D. Ref. #S 10-19-0006 Colton Acres Subdivision NAME OF MORTGAGEE: Farm Credit East ACA LIBER NO.: M0023086 PAGE NO.: 074 In the matter of the application of COLTON ACRES SUBDIVISION,the undersigned, as holdeP of a mortgage or lien on PREMISES described in Schedule A annexed hereto(part of Suffolk County Tax Map No. 1000-38-1-1.8),hereby consents to the annexed easement on said PREMISES. FA EDIT EAST ACA n 4 By: �r4 _ (print name/title) STATE OF NEW YORK ) COUNTY OFF 0 On the.�z� day of in the year 2404 before me, the undersigned personally appeared Patrick wiles ,, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Not y Public INTY C r t o, J tit SU-6- '3 C) f G A (-I yo 8 o Al ��ed sc'�)kcc CC#: C21-14849 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 06/10/2021 under Liber D00013108 and Page 086 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 06/28/2021 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL l I IIIIIII illl ILIII II'�III IIIII IIIII.IIIII fllll IIIII illl III'�I I IIIIII IIIII IIIII IIII lII�I SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 06/10/2021 Number of Pages: 17 At: 12:33:29 PM Receipt Number : 21-0108860 LIBER: D00013106 PAGE: 086 District: Section: Block: Lot: 1000 038 .00 01.00 001.008 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $85.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Fees Paid $325.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County RECORDED Number of pages 2021 Jun Iu 12:33:29 PM JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNTY record.Please remove all L D00013108 Social Security Numbers P 086 prior to recording, Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps FEES Mortgage Amt. Page/Filing Fee ' 1.Basic Tax Handling ?U• 000 2. Additional Tax TP 584 SubTotal Spec./Assit. Notation or EA-52 17(County) Sub Total 5 Spec./Add. TOT.MTG.TAX EA-5217(State) � Dual Town Dual County R.P,T.S.A. _ Held forAppointment Comm.of Ed. S. 00 *, : TransferTax a Affidavit • + Mansion Tax The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge family dwelling only. 15. 00 Sub Total 210 YFS orNO Other t17 Grand Total If NO, see appropriate tax clause on pagep of this instrument. "-_nn_ - 1.,1__1,_+_ -1-0_,� 5 Community Preservation Fund 4512457 1000 03800 0100 001008 ReatPropew Consideration Amount$ Tax Service t2VT-;MA7Y-2 T Agency A , I�I CPF Tax Due $ Verifitio Improved SaCist __ _mess 6 "`RECORD'&°R.E1`UI�P�i'f�) " -�� it Vacant Land Martin D.Finnegan,Esq. Twomey Latham Shea Kelley Dubin&Quartararo,LLP TO P.O.Box 9398 TD Riverhead, NY 11901 TD Mail to:Judith A.Pascale,Suffolk County Clerk Title Company Information M 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title 0 8 Suffolk County Recording & Endorsement Page This page forms part of the attached COVENANT 4 RESTRICTION made by: (SPECIFY TYPE OF INSTRUMENT) 6500 Main Rd East Marion,LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Town of Southold Planning Board In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over - IMPORTANT NOTICE lithe document you've just recorded is your T I F ACTION OF Q T ,please be aware of the following: If a portion of your monthly mortgage payment included your property taxes,"You will now need 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 10a 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.12901 (631)957-3004 (631)727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingvllle,N.Y. 11738 Shelter Island,N.Y. 11964 (631)451-9009 (631)749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantlgo Place 99 West Main Street East Hampton,N.Y.11937 Smithtown,N.Y.11787 (631)324-2770 (531)360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington,N.Y. 11743 Southampton,N.Y. 11968 (631)351-3217 (631)702-2470 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip,N.Y. 11751 Southold,N.Y. 11971 (631)224-5580 (6311765-1803 Sincerely, Judith A.Pascale Suffolk County Clerk dw 2/99 gpa6a_ DECLARATION OF+CO ENANTS AND RESTRICTIONS DECLARATION made this �day of Oct 20A0 by 6500 Main Rd East Marion LLC, a limited liability company, with offices located at 9 West 57th Street, Suite 4500, New York,New York 10019, hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS,the Declarant is the owner of certain real property situate 518 feet west of Gillette Drive on the south side of State Route 25 in East Marion,Town of Southold, County of Suffolk, State of New York,more particularly bounded and described in Schedule"A"annexed hereto (hereinafter referred to as the Property); and WHEREAS,the Declarant has made an application to the Planning Board of the Town of Southold to subdivide said real property into three building lots as shown on the Subdivision Map entitled "Final Plat Map of Colton Acres"prepared by Barrett Bonacci&Van Wheel, PC, dated May 1,2019 and last revised June 11,2020,to be filed with the Suffolk County Clerk,and hereinafter referred to as the"Subdivision Map"; and WHEREAS, for and in consideration of the granting of said subdivision application shown on the Subdivision Map,and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office;and WHEREAS, the purpose of these covenants is to mitigate environmental and public health,safety and welfare impacts from the subdivision and development of the subject property, and to further the goals of the Town's Comprehensive Plan; and WHEREAS,the Subdivision Map contains a 25 foot-wide right of way named"Colton Acres Court",which provides a common access of ingress and egress for Lots I,2 and 3,and / more particularly bounded and described in Schedule"B";and ✓ WHEREAS,the Town Planning Board's subdivision approval includes a four page plan entitled"Final Plat Colton Acres,Road&Drainage Plan",prepared by Barrett Bonacci&Van Wheel,PC, dated May 1,2019 and last revised June 11,2020 and hereinafter referred to as the "Final Road&Drainage Plan",upon which are stated the specifications for the aforementioned right of way and related storm-water drainage controls and other specific requirements;and WHEREAS,the DECLARANTS desire to provide for maintenance and management of the aforementioned right of way;and WHEREAS,pursuant to Town Code §280-97 Righ!10 farm,the Town of Southold has determined that farming is an essential activity within the Town,and that farmers shall have the right to farm in Southold without undue interference from adjacent landowners or users.For the purpose of reducing future conflicts between people residing on tracts adjacent to farmlands and farmers, it is necessary to establish and give notice of the nature of the farming activities to future neighbors of farmland and farming activities;and WHEREAS,the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW,THEREFORE,THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known,admit,publish,covenant and agree that the Property herein described shall hereafter be subject to the covenants and restrictions as herein cited,to wit: 2 1. There shall be no further subdivision of any of the lots shown on the aforesaid Subdivision Map resulting in additional building lots. In addition, no lot lines shall be modified unless authorized by resolution of the Southold Town Planning Board. 2. Septic systems/wastewater treatment systems: Traditional septic systems are not permitted to be used on the lots in this subdivision. The use of an innovative/alternative wastewater treatment system(I/A OWTS), as permitted under Suffolk County Department of Health Services' Article 19,or future technology that accomplishes the goal of reducing or removing pollutants from wastewater effluent as well as,or better than the I/A OWTS systems referenced above, is required for all lots shown on the Subdivision Map. 3. Right of Way Access and Maintenance Requirements The owners of Lots 1,2 and 3,shall share a private right of way as shown on the Subdivision Map and described in more detail on the Final Road&Drainage Plan. Each of the aforesaid lots contains a portion of the right of way.The said right of way is more particularly bounded and described in Schedule"B"and hereinafter referred to as the"Right of Way". Upon the initial sale of each lot(Lots 1,2 and 3),an access easement, including the.specific maintenance requirements in subparagraphs(a)through(i)below, is required to be filed in the Office of the Suffolk County Clerk granting access for that lot over the Right of Way and specifying the maintenance responsibilities for each lot. Proof of filing shall be submitted to the Southold Town Planning Board office. 3 The use of the Right of Way shall be subject to the following terms and conditions: a. The owners of Lots 1,2,and 3 shall have the joint,equal and mutual right to use, maintain and improve the Right of Way as shown on the Subdivision Map and Final Road &Drainage Plan for the purpose of ingress and egress to their respective lots to and from State Route 25. b. The terms"owner,""lot owner"or"lot owners"as used in this Declaration shall be deemed to include any heirs,distributees, successors and assigns of the Declarant and the respective lot owner or lot owners of Lots 1,2 and 3. c. The word"maintenance,"as used in this section, shall be deemed to mean all costs and expenses in connection with the Right of Way, including the maintenance or replacement of the Right of Way, installation of common underground utilities, maintenance and replacement thereof,snow plowing,sweeping, surfacing and re- surfacing,re-paving or re-gravelling,filling in of holes,and all those items necessary to make it convenient and safe for the owners of the aforesaid subject lots to use. d. Maintenance shall also include the cost and expense to maintain the evergreen buffer shown on the Road and Drainage Plan in good condition.The evergreen buffer consists of a single row of evergreens planted along the entirety of the western property line of the Right of Way between Lot 1 and State Route 25,as shown on the Road and Drainage Plan.The purpose of the buffer is to provide screening and limit disturbance to the westerly adjacent residential lot.No evergreens may be removed, except in the case of trees that are dead or diseased and are a safety hazard,and only after submitting an arborists report to the Planning Board and the Planning Board 4 issuing their approval in writing to remove the tree,and approval of the proposed replacement evergreen.Evergreens must be replaced within six months.The evergreen buffer may be modified or removed with the mutual written agreement of the lot owners of the-Subdivision Map and the lot owner of the parcel to which the buffer is adjacent,and the written approval of the Planning Board. e. The owners of the subject lots or any portion thereof shall determine what maintenance shall be done on the Right of Way and the maintenance costs to be expended therefore by mutual agreement. f. All decisions for the maintenance of the Right of Way shall be made by a majority vote of the lot owners affected herein. Proxy votes shall not be acceptable.There shall be(1)one vote per subject lot.Any lot owner may initiate a vote on any maintenance or improvement matter by sending a notice by certified mail,return receipt requested, to the other lot owners. Said notice shall contain all information necessary to make an informed decision on the matter. Any lot owner not voting, in writing,affirmatively or negatively within sixty(60)days of the mailing of that notice shall be bound by the decision of those who do vote.A tie vote shall be considered approval of the proposition. - g. All lot owners agree that the Right of Way shall always be maintained,at a minimum, to the specifications shown on the Final Road&Drainage Plan,and so as to be passable by ordinary passenger, service and emergency vehicles.This shall include prompt repair of any"potholes"or similar defects which cause the Right of Way to become substandard.The Right of Way will be kept clear of vegetation or other obstructions as required by applicable regulations.Each lot owner shall be 5 responsible for any damage to the Right of Way caused by construction or transportation activities and vehicles relating to the improvement of their subject lot in accordance with subparagraph(i)below. h. All lot owners agree that the storm-water drainage systems for the Right of Way shall always be maintained to function as specified on the Final Road&Drainage Plan. i, In the event one of the lot owners fails to pay their proportionate share of maintenance costs within(30)thirty days of notification of charges, such unpaid monies may be collected proportionately from the other lot owners. In this event,all lot owners having duly paid both their proportionate share of maintenance costs and that of the defaulting lot owner shall be deemed the contractor as defined in the New York Lien Law. The lot owner who has not paid his/her proportionate share shall subject his/her real property to the liens of the lot owners who have paid his/her share of maintenance costs.The lot owner who has paid his/her proportionate share of maintenance costs may also commence an action against the defaulting lot owner, in a court of appropriate jurisdiction,in order recover the unpaid monies. In any action commenced against a defaulting lot owner,there shall be a presumption that the maintenance work for which monies are owed was validly authorized by the majority of the lot owners and was competently performed by the contractor who did the work. A defaulting lot owner shall be liable for all maintenance costs and expenses, including but not limited to attorney's fees which are incurred by the other lot owners in recovering the defaulting lot owner's unpaid share of maintenance costs. j. Notwithstanding anything to the contrary herein,each and every lot owner shall repair, at his/her sole cost and expense,any damage done to the Right of Way by 6 construction traffic or other implements used in the construction of improvements on the particular lot owner's land.Any failure to make or pay for such repair may be treated by the other lot owners as a default in the payment of maintenance costs, in accordance with sub-paragraph(h)above written. 4. The Declarant acknowledges that the lots on the approved Subdivision Map are within 500' of land in agricultural use.All owners and future owners of said lots are hereby provided notice of protected farm practices pursuant to the Southold Town Code Farmland Bill of Rights.Farmers shall have the right to undertake protected farm practices in the active pursuit of agricultural operations, including, but not limited to: clearing;grading; plowing; aerial and ground spraying;the use of legal agricultural chemicals(including herbicides, pesticides and fertilizers);raising horses, poultry, small livestock and cattle;processing and marketing produce; installing water and soil conservation facilities;utilizing farm crop protection devices;designing and constructing and using farm structures, including barns, stables, paddocks,fences,greenhouses and pump houses;using water; pumping; spraying; pruning and harvesting;disposing of organic wastes on the farm; extensive use of farm laborers;training and others in the use and care of farm equipment, animals;traveling local roads in properly marked vehicles;and providing local farm produce markets near farming areas. These activities can and do generate dust,smoke,noise,vibration and odor.These activities may occur on holidays, Sundays and weekends,at night and in the day. Such activities are 7 presumed to be reasonable.Such activities do not constitute a nuisance unless the activity has a substantial adverse effect on the public health,safety and welfare. 5. Tree Clearing Timeline Limitations Prior to receiving building permits and prior to any clearing or grading, contact the New York State Department of Environmental Conservation Regional Office to determine if a clearing timeframe must be applied for the protection of the Northern Long-Eared Bats that may be present in this area and provide the response to the Planning Board and Building Department for our records.At the time this subdivision was approved,the Northern Long- Eared Bat and its habitat were federally listed and protected by the U.S. Endangered Species Act. 6. Clearing Restrictions: a. Lots 1, 2, and 3 are subject to clearing restrictions. b. The permissible limit of clearing is as follows; Lot 1: 26,002 square feet(50% of the lot area), Lot 2 is 26,002 square feet(50%of the lot area),and Lot 3 is 27,614 square feet(50%of the lot area). c. The permissible clearing percentage was based on the lot area excluding the right of way area for each lot. d. Existing vegetation shall be preserved in all areas outside the limits of permissible clearing. 8 e. Prior to building permits being issued,the clearing limits,and amount of land to be cleared shall be shown on the survey submitted in the building permit application. f. Prior to any clearing or grading, the clearing limits and buffers shall be clearly staked on site and certified by a New York State licensed engineer or surveyor as meeting the aforementioned clearing limits shown on the Subdivision Map. g. After clearing and prior to beginning construction,the cleared area must be inspected by a Town official (either Building,Planning or Engineering Department)to confirm the cleared area conforms to the approved clearing restrictions. h. Clearing of trees and vegetation beyond the permitted amount for each lot is not permitted without prior written approval of a revegetation plan from the Planning Board. i. In the event that a lot is cleared beyond the aforementioned permissible limit,the areas must be revegetated according to a plan approved in writing by the Planning Board. 7. Vegetated Buffer a. A 60' foot wide vegetated buffer shall be maintained along the entirety of the rear yards and westernmost property lines of Lots 1,2 and 3,as shown on the Subdivision Map and the Road and Drainage Plan with the notation"60' Wide Vegetated Buffer",and hereinafter referred to as the"Vegetated Buffer". The purpose of the Vegetated Buffer is to preserve existing trees and allow landscaping with native species.- 9 b. Prior to clearing or grading,the limits of the buffers shall be clearly marked with stakes. c. Prohibited in the Vegetated Buffer i. The cutting, removal or disturbance of trees greater than 6"dbh. ii. Placement of structures, except as permitted below. iii. Excavation and grading iv. Removal of soil v. Dumping of fill or noxious materials d. Permitted in the Vegetated Buffer i. Trimming tree limbs up to a height of 15 feet to maintain views of the Long Island Sound.The extent of the limbing shall be over an area no more than the width of the single family residence. Trees shall be trimmed in such a way as to maintain their good health.The topping of trees is not permitted. ii. The removal of trees in the vegetated buffer is prohibited,except in the case of disease or damage that causes the tree to be a threat to human safety.A report from an arborist must be submitted to the Planning Board for their review and written approval prior to the removal of the tree(s). Any trees that die or are removed shall be replaced by the landowner within six months with species approved by the Planning Board. iii. Planting of native,drought tolerant vegetation. iv. Mowing and routine landscape maintenance. V. Fences 10 8. Evergreen Buffer An evergreen buffer is required along the right of way from Route 25 along the length of the adjacent westerly residential lot as shown on the Subdivision Map. See Section Id.above for details about the maintenance requirements of this buffer. 9. Storm-water Runoff Management a. All stormwater management and drainage controls associated with the Right of Way shall be maintained in working order as shown on the Final Road &Drainage Plan. Maintenance responsibilities for the buffer plantings are described in more detail in Section 3 Right of Way Access and Maintenance Requirements of this document b. All stormwater run-off resulting from the development of the lots on the Subdivision Map shall be retained on site and shall be the responsibility of each lot owner. 10. Utilities a. Utilities, including but not limited to electric,gas,telephone,cable and water,must be located underground. b. Utility Easement for Electric,Cable,Gas and future Water Service. Upon the initial sale of each lot,a utility easement over the Right of Way to supply Lots 1,2 and 3 with utilities must be filed with the Suffolk County Clerk. ll 11.Street Trees 17 Pin Oak trees are required to be planted and maintained along the property line of Lots 1, 2 and 3,where they meet with Colton Acres Court,as shown on the Road and Drainage Plan. The developer is responsible to maintain the street trees as shown on the Road and Drainage Plan in good condition and to replace them in case they are removed for any reason for three years from the time they are planted.After those three years,each lot owner is responsible to maintain the street trees on their lot with the same number as shown on the Road and Drainage Plan, and to replace them in case they are removed for any reason with a species that has been approved by the Planning Board. No street trees,as shown on the filed map,may be removed,except in the case of trees that are dead or diseased and are a safety hazard,and only after submitting an arborists report to the Planning Board and the Planning Board issuing their approval in writing to remove the tree. Street trees must be replaced within six months. 12.Landscaping and fertilizer restrictions: a. The area of irrigation shall be limited to 15%of the total lot area. b. The use of synthetic fertilizers, herbicides or pesticides on Lots 1-3 is prohibited; c. The use of native, drought-tolerant plants that are on the list approved by the Planning Department are required in landscaping said lots. d. The use of fertilizer products containing nitrogen,phosphorus or potassium is prohibited between November 1 and April 1. 12 e. Only organic fertilizers where the water soluble nitrogen is no more than 20%of the total nitrogen in the mixture may be utilized on the lots. f. A maximum of 1 pound of nitrogen per 1000 square feet in any one application,with a cumulative application of no more than 2 pounds per 1,000 square feet per year is permitted. g. The use of lawn fertilizer containing phosphorous is prohibited unless establishing a new lawn or a soil test shows that the lawn does not have enough phosphorus. 13. Underground storage tanks are prohibited, except those with spill, overfill and corrosion protection requirements in place. The within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled,waived,changed, modified,terminated, revoked, or amended by the current owner or subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. 13 If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred,the Declarant shall pay, either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof IN WITNESS WHEREOF,the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARA 6500 In lid. as Be ..��.....� y: faff Soloviev, Managing Member STATE OF NEW YORK ) COUNTY OF SUFFOLK ) SS: On this ' t`day of �ee- , in the year 2020, before me personally appeared Stefan Soloviev, known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the h upv half of which the individual acted, executed the instrument. Notary Public NkARPN D. FINNEGAN Notary Pu bllc,State of Now Yodt No. 01FM0567I1 Ouatified in Suffolk otun� omrrmission Expires March 2 . 0 Y n a x a ,0Fidelity National Title INSURANCE COMPANY TITLE NO.7404-008312 SCHEDULE A MA�,- - 3 ALL that certain plot, piece o parcel of land,situate, lying and being at East Marion,Town of Southold, County of Suffolk and State of New York,shown as Lot 4 on the subdivision Map of Joseph A.Cherepowich, Susan G, Cherepowich,Marion Santacroce and Helen Polak,tiled in the Suffolk County Clerk's Office on June 26„2001 as Map No. 10643,which lot!is bounded and descrbed'as follows: BEGINNING at a point on the southerly side of Main Road!(S.R. 25)distant 518.19 feet westerly from the corner formed by the intersection of the southerly side of Main Road (S.R. 25) with the westerly side of Gillette Drive; RUNNING THENCE South 37 degrees 45 minutes 19 seconds East along land now of formerly of 6500 Main Rd East Marion LLC,973.87 feet; THENCE South 52 degrees 43 minutes 10 seconds West 250.65 feet; THENCE North 37 degrees 15 minutes 58 seconds West 74.98 feet; THENCE North 37 degrees 45 minutes 19 seconds West 637.42 feet to land now or formerly of the Susan G. Chempowich Revocable Trust; THENCE the following two(2)courses and distances along land now or formerly of Susan G.Cherepowich Revocable Trust: 1. North 52 degrees 14 minutes 41 seconds East 225.00 feet; 2. North 37 degrees 45 minutes 19 seconds West 256.04 feel to the southerly side of Main Road (S.R-25); THENCE along the southerly side of Main Road(S.R.25)North 44 degrees 36 minutes 31 seconds East 25.22 feet to the point or place of BEGINNING. 24 Commerce Drive•Riverhead,New York 11901 a(631)727-0600 • Fax: (631)727-0606 SCHEDULE B Proposed 25' wide Right of Way ALL that certain plot, piece or parcel of land, situate, lying and being at East Marion, Town of Southold, County of Suffolk and State of New York, shown as a 25 foot wide Right of Way on a certain map entitled "Map of Colton Acres", to be filed with the Suffolk County Clerk's Office,which right-of-way is bounded and described as follows: BEGINNING at a point on the southerly side of Main Road (S.R. 25) distant 518.19 feet westerly from the corner formed by the intersection of the southerly side of Main Road (S.R. 25)with the westerly side of Gillette Drive; RUNNING THENCE South 37 degrees 45 minutes 19 seconds East along land now of 6500 Main Rd East Marion LLC, 736.30 feet; THENCE Southwesterly along an arc of a curve bearing to the right having a radius of 50.00 feet and a length of 239.20 feet; THENCE Northeasterly along an arc of a curve bearing to the left having a radius of 20.00 feet and a length of 32.85 feet; THENCE North 37 degrees 45 minutes 19 seconds West 663.13 feet to the southerly side of Main Road(S.R. 25); THENCE along the southerly side of Main Road (S.R. 25), North 44 degrees 36 minutes 31 seconds East 25.22 feet to the point or place of BEGINNING.