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Home My WebLink About53309-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#: 53309 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: 6308 Route 25, East Marion, NY 11939 SCTM#38.4-1.14 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 $4,008.50 CO Single Family Dwelling-New $100.00 Total S4,108.50 Building Inspector � TOWN OF SOUTHOLD LJBUILDING DEPARTMENT Town Hail Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ., Telephone (631) 765-1802 Fax (631) 765-9502 ibtl)s://N��ww.stltii�Ntcr%,rv,� :v Date Received LI „I,,,III � F:: ��,,,,.DING IIE�' M III For Office Use Only E C E Is E 3 O e 3 1 Building Ins ector:° PERMIT NO. g P 2 260 r Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an OwneriR Authorization form(Page'2)`shall be completed. t';i 9n Oppa ` ent r Southold Date:JUly 29, 2026 OWNERS)OF PROPERTY: Name:6500 Main Road East Marion LLC scrM#1000-38.-1-1 14 (Lot 1-Colton Acres Map) Project Address:6308 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 Email:bslaga@eastwestmgroup.com DESIGN PROFESSIONAL INFORMATION: Name:John David Rose, Architect, PC, AIA MailingAddress:596 Hampton Road, Unit 1, Southampton, NY 11968 Phone#:631-283-2051 1:Email: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:bslaga@eastwestmgroup.com DESCRIPTION OF PROPOSED''CONSTRUCTION ■New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $500 000.00 Will the lot be re-graded? ❑Yes NNo Will excess fill be removed from premises? NYes END 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 Read il ng: 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,Suffolk,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 and in buBding(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(pfw : Martin D. Finnegan, Esq. ■Authorized Agent ❑Owner Signature of Applicant: Date:July 29, 2026 STATE OF NEW YORK) SS: COUNTY of aUFFOLK ) 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 ~ a ,20 '-)A-� day of July 26 Notary PlIblic JEAN S. SCHWEIBISH Notary Public, State of New York No.01SC5074710 PIROPEIRTY l AU 1101RIZATION Qualified in Suffolk County (Wherethe ap plicant�n n of the owner) Commission Expires March 17, 2017 I residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. OwnerlA Signature Date Print Owner[8 Name 2 1'- 5 9 -st(* ate,n q'9 2 G Albert J. Kru ski Jr. � TO�IR.Ie�I[WAT'IER AIb� p � ��SUPERVISOR TMIAN GIEMIEN.T SOUTHOLD TOWN HALL-P.O.Box 1179 �p � 53095 Main Roar!-SOUTHOLD,NEW YORK 11971 TO n � a u th o l d PA 1 !Z 2` CIUPTER 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: g Date: �i?rirtl a d��,m Contact Information: n: 1=.,, iE-Wil T:lephore Number'. Pro ert. Addres / Location of Construction Site: 1000 �._. District $e tion Block Lot "i z u TO BE COMPLETED BY SOfi THOLD TOW ` NG VEERING DEPARTMENT ® - Area of Disturbance is less than 1 Acre_ No S.P.D.E,S. Permit is le uvred I X- Project does Not Discharge to Waters of the State. No S.P.D,,E, . Permit is Re ,mod - 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 a ST.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C. Prior to lssuacace of a Build¢i Per�nrt. Area of Disturbance is Greater than I Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Per thraa h the Soithol+ Town En �neerlx De a�ttnent Prior to Issuance of a Buildin Permit., Reviewed By. 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 a/k/a Colton Acres a/k/a SCTM 1000-038.00-01.00- 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 i t ie book of the Company. IN WITNESS WHEREOF, the undersign have ex ed is Consent as of July 23, 2020. Stef Soloriev, Sole Member rr I REscheck*WebTN` Compliance Certificate Project Information Project Title: 6500 Main Road Lot 1,Southold Energy Code: 2025 Energy Conservation Construction Code of New York State Location: Southold,New York Construction Type: Single Family Project Type: New Construction Project Sub Type: None Conditioned Floor Area. 3977 ft2 Glazing Area: 24% Climate Zone: 4a(5572 HOW Project No: 1870005 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 6500 Main Road 596 Hampton Road Tom Baccarella East Marion,NY 11939 John David Rose,Architect,RC.AIA 159 Rt 25A West Bldg Suite B Southampton,New York 11968 New York Building Technology Group (631)283-2051 Miller Place, New York 11764 admin@jdarchitect.com 631-495-0289 info@nybtg.com Project Notes: Energy Credits Description Credits R408.2.9 Opaque walls 0.0 R408.2.2(2):High Performance Cooling(Option 1) 2.0 R408.2.2(5):High Performance Gas furnace(Option 2) 4.0 R408.2.3(1)(b):Gas-fired storage water heaters(Option 2) 6.0 R408.2.6 Energy efficient appliances 1.0 Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 1 of 15 Envelope Assemblies Gross Area Prop. Req. Assembly or Cavity Cont. U- U- Prop. Req. Perimeter R-Value R-Value Factor/ Factor/ TC TC F-Factor F-Factor Sealed Attic-3"HDF+R23 1924 44.0 0.0 0.024 0.026 46 50 Roxul:Cathedral Ceiling Living Room Vault-3"HDF+ 817 44.0 0.0 0.024 0.026 20 21 R23 Roxul:Cathedral Ceiling Floor over Ambient-3"HD+ 161 40.0 010 0.025 0.033 4 5 R19 batts:All-Wood Joist/Truss Floor over garage-3"HD+ 553 44.0 0.0 0.023 0.033 13 18 R23 Roxul in TJI:All-Wood Joistrrruss Walls to Amb-2"HDF+R15 3632 29.0 0„0 0.044 0.060 118 161 Roxul batts:Wood Frame, 16" O.C. Double Hung Windows:Wood 530 0.270 0.270 143 143 Frame Sliding Glass Door:Glass Door 368 0.270 0.270 99 99 (over 50%glazing) Entry Doors:Glass Door(over 48 0.270 0.270 13 13 50%glazing) Wall to garage:Wood Frame, 327 29.0 0.0 0.044 0.060 14 18 16"o.c. Door to Garage-Fire rated: 20 0.200 0.270 4 5 Solid Door(under 50%glazing) Unfinished Basement to 1726 0.0 14.0 0.046 0.050 78 85 Ambient-2"HDF:Solid Concrete or Masonry Wall height:8.80 Insulation depth:8.80' Insulation position:Integral Insulation Egress Window:Wood Frame 15 0.270 0.270 4 4 Basement Entry DR:Solid Door 20 0.200 0.270 4 5 (under 50%glazing) Conditioned Bsmt Walls to Amb: 187 7.0 7.0 0.050 0.050 9 9 Wood Frame Wall height:8.80 Insulation depth:8.00' Insulation position:Integral Insulation Conditioned Basement wall to 118 19.0 0.0 0.048 0.050 6 6 Garage:Wood Frame Wall height:8.80 Insulation depth:8.00' Insulation position:Integral Insulation The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2025 Energy Conservation Construction Code of New York State requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 2 of 15 Tom Baccarella - HERS Manager 05/11/2026 Name-Title Signature Date Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 3 of 15 Inspection Checklist Energy Code:2025 Energy Conservation Construction Code of New York State Requirements: 100%were addressed directly in the RESCheCk software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Pre-Inspection/Plan Review Section i Plans Field # Verified Verified &Req.ID aPre-inspection/Plan Review Value Value Complies? Comments/Assumptions 105.1, Construction drawings and Q Complies 105.2 documentation demonstrate [PR111 energy code Compliance for the Does Not building envelope.Thermal omPly envelope,air barrier„energy Not credits,renewable energy, l ""` ❑ basforage,solar ready Observable systemsenergy compliance Not path represented on pplicable construction documents. 105.1, Construction drawings and j Complies 105.2, documentation demonstrate 403.8[R3]1 lighting and mechanical code p liance for (` Not (C mply Not multiple dwellingSystems serving must 66servable demonstrate compliance with the ICCC Commercial Provisions i % Not plicable P ,... ,. 302.1, `Heating and rya olio equipment tleating: Ideating: Complies 4017 ds size per ACCA Manual S tltu/hr Btuffir [PR211 based on loads calculated per Does Not ACCA Manual 1 or other methods Pmply approved by the code official. Cooling: Cooling: n Not Btu/�hr Bkulhr i5�6servable If....... . .....1V ppNot lable Additional Comments/Assumptions: 1 1 Hi h Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 4 of 15 Foundation Inspection section Plans Field Ver ed Ve rifted &Req.lD Foundation Inspection Value Value � Complies? �Lomments/Ass4inpxioii� � � t 303.2 Conditioned basement wall '' ,[)Complies [FO5)1 insulation installed per Does Not manufacturer's instructions. Q a Comply 1 Not servable Not PPlicable { i 403.8 1 Systems serving multiple i Q Complies Exception:Requirement [1`191[v dwelling units comply with N Does Not is not applicable. Sections C403 and C404 of thePomply commercial code. Not servable � Not pplicable 403.9,1 Heating systems installed for %/,� n Complies [FI921 outdoor heating are radiant ' " systems controlled by Does Not roccupancy sensing or timer ,,, ,,, omply switch, [�Not �y Not PNot 403.9.2, Snow and ice-melting system O Complies Exception:Requirement s installed to shut [1719212 temperature precipitation,plor a0utcrand akic off Not Not is not applicable. 403.9.4 system when pavement {f controls to shut off the system when outdoor temperature> servable 40F' Not cable i� Op 0 Complies 303.2.1 i�praatective covering is [Fltyr� instINed to protect ex exterior Insulation anTextends �� Does Not a minimum of 6 in.below grade Comply Not servable Not i ' i �� PPlicable 402.2.9 Conditioned basement wall ft ft ❑Complies Seethe Envelope [FO6)1 insulated in accordance with Assemblies table for Table R402.1.3 with insulation Does Not values depth the minimum of 10 ft Pmply below grade or to the basement Not floor. servable Ppapplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 5 of 15 Framing / Rough-In Inspection section Plans Field # Framing/Rough-In Verified Verified &Req.ID Inspection Value Value Complies? Comments/Assumptions NNN U-factors of 303.1.3 accordance with in th thet nestraion lies products are determined test //E Does Not[FR4]i procedure or taken from the Comply default table. Not d sery able � :� Not pplicable 402.5.1.1 Air barrier and thermal barriers 0 Complies [FR23]1 installed per manufacturer's instructions. Does Not i omply 1Not servable f/ / Not pplicable P 402.5.3 Fenestration that is not site built 1 �/ ��0 Complies [FR20]1 is listed and labeled as meeting AAMA/WDMA/CSA Does Not 10111.5.21A440 or has infiltration Comply rates per NFRC 400 that do not /t ///� j��jr��//ii� ��/ ((��Not exceed code limits. /�%�/ /,_% 9servable Not ,applicable 402.5.4 IC-rated recessed lightingComplies [FR1672 fixtures sealed at Does Not housing/interior finish and labeled to indicate s2.0 cfm '��/ �� ,ii� omply leakage at 75 Pa. ❑Not Observable ?� Not pplicable 403.4 HVAC piping conveying fluids 1 R II I � Complies [FR17]2 above 105-F or chilled fluids q I below 55 2F are insulated to>_R- ,n+Does Not 3. `amply Not j servable pNot plicable '/%i / i�� "i 403.6 Automatic or gravity dampers , � � /� 0 Complies [FR19]2 are installed on all outdoor air Does Not intakes and exhausts for i "a/j, �j�//,�/�i,, of/ / mechanical ventilation systems„ �; �/j��;;/;/;j`/�%%%�/ � amply ❑Not b servable nNat /applicable .a Ventilation systems in ies 403.6.i zoneener 6 shall reco utilize w th balanced j /' // if j/ []moespNot 5 Exception:pli Requirement [FR30] / ,� c pplicable. ventilation and a sensible PY recovery efficiency(SRE)>_ Not 65%at 32 F. servable ° PPNot plicable 403.3.3 Supply and return ducts in attics �i� OCompliesxcerClcrn:Ducts located i insulated>=R-8 where duct is % %��;i completely inside the [FR12] >=3 inches in diameter and ;" "%/ „/,�! Does Not building envelope. >=R-6 where<3 inches. iio amply // ; f�/� Not Observable Not pplicable � Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 6 of 15 Section Plans 1 Field A Framing/Rough-in Verified Verl#led da Req.ID G Inspe tion I Value j Vaiuff complies? Corrdearents/"Assu ptions 403.3.6 Ducts,air handlers and filter „ Q Complies C [FR1311 boxes are sealed with /�� G�� '%' '� �� joints/seams compliant with / Does Not International Mechanical Code 3�� „ omply or International Residential ❑Not Code,as applicable. �' ��i 'i , Observable r p PNot plicable 403.4.1 Protection of insulation on HVAC O Complies [FR2411 piping. ! ' Does Not i r /I Comply 140Not servable [ 1 Not pplicable 4015,2 Hot water pipes are insulated to R� R f_� 0 Complies [FRI812 ?1 inch of insulation. Does Not i omply PNot servable I PNot pl cable �Air-sealed electrical and s li�ii ��ioii Complies 402.5.5 Air EFA2912 c mmunication boxes installed � n the thermal boundary of the /i ,,,//iiiiioi i f-1 Does Not envelope sealed to limit air �i o/%//�i��' ��/%��/ P`oomply leakage Between conditioned i �jii//i� '�% i//�% Not and unconditioned spaces: %,� / �iii �� Uservable Not pplicable -' 403.3.1 Duct systems are design and i 0 Complies [FR1211 sized in accordance with ACCA �'� y %�'��i' Manual D based on HVAC sizing '� %�i Does Not calculations in R403.7.Duct %,,,, Po systems serving multiple Not dwelling units is sized in , 1°' servable accordance with ASHRAENot Handbook of Fundamentals, ACCA Manual D or an equivalent I % Opplicable methodology. I. Duct nceMnandi, OComplies [�R311 multiple al dwelling uni systems are ts Is ACCA i I p 9 systems serving Does Not m accordance with its Is sized � �' ��'`'j/�i „ omPIY sized in accordance HRAIF / " Handbook of Fundamentals, %� 1(��I Not iii V Dservable ACCA Manual D or an equivalent ��,j;J methodology. ii� �i %//� [-1 Not 9 i v� / j� pplicable 402.1, Door U-factor. U U l Complies See the Envelope 402.4.4 --J Does Not Assemblies table for values [FR111 Pmply UNot [� servable PNot plicable 402.1, Glazing U-factor(area-weighted U= U ❑Complies See the Envelope 402.4.1, average). Assemblies table for 402.4.3, Does Not values 402.6 omply [FR21' ❑Not Observable p[' Not plicable Additional Comments/Assumptions: Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 7 of 15 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im act(Tier 3) Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 8 of 15 Insulation Inspection f Section Diane Field � Verified 1 edif 1d ,&Ra q.ID 1 Insulation inspection i value � 'gai:ue Complies? JComments/Assumptions 303.1 All installed insulation is labeled ❑Complies JIN1332 or the installed R-values provided. Does Not 1 omply Not Observable Not )rpplicable 303.2 Wall insulation is installed per 1 „ ❑Complies [IN4]1 manufacturer's instructions. 11 PoDoes Not mply ❑Not Dbservable Not f pplicable 402.1, Floor insulation R-value. R R � ❑Complies See the ev elope 402.2.8for [IN1]1 ❑Wood ❑Wood Q mply Does Not values Co ❑Steel ❑Steel ❑Not Observable P Not 1pplicable 303.2, `Floor insulation installed per �% „%//� %��i/i ❑Complies 402.2.8 manufacturer's instructons andDoes [IN2]1 in underside oaf the sal tubfl oact �rhor a / % / :; oomply Not no contact w with the t insulation p sid of�s O „iii /j R Norvable sheathing or a combination of cavity ang continuous insulation /�� 'f, Not is insNied sacavit insulation �� ° �� licable y �i� i PP is in contact with top side of continuous insulation. 402.1, Wall insulation R-value.If this is Complies See the Envelope 402.2.6, a mass wall with at least Y2 of R R ❑ Assemblies table for 402.2.7 the wall insulation on the wall ❑Wood ❑Wood Does Not values [IN3]1 exterior,the exterior insulation Mass Mass f omply requirement applies(FR10). ❑ ❑ [�J Not ❑Steel ❑Steel 1[ servable Not Pplable 402.2.3, Wood attic knee walls or roof ,`' f❑Complies [IN1413.1 t ses ace comp separating conditioned 1 Does Not [IN14]1 space from uncond:tioned attic �� rus p' p y with the �r omply IrrsulatI n re ulrerrMents in Table �6 (")Not R402.1.3.A7cknee e e walls a]ISi contain an air barrier between "°°� servable the conditioned and �� Not unconditioned space. , pplicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 1 2 Medium Im act(Tier 2) 3 Low Impact(Tier 3) Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 9 of 15 Final l Inspection Provisions Section Plans Field # Verified �� Verified &Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 303.1.1.1, Ceiling insulation installed per 0 Complies 303.2[FI2]1 manufacturer's instructions. Does Not Blown insulation marked every 300 ft2, t omply 1 Not (� Rservable 1 Not ,pplicable i I '303.3 Manufacturer manuals for " Q Complies [FI18]3 mechanical and water heating y systems have been provided. Does Not omply j— Not servable � Not !" f rpplicable 403.1.2 f Heat pump supplementary „ Q Complies [FI10]2 heat controls to prevent $ supplemental heat when heat Does Not Gpump compressor can serve l c omply the heating load, Not servable Not r pplicable 403.2 ;Hot water boilers have Complies i automatic outdoor setback [FI26] //// %�� iiiiii � Does Not �control to lower boiler water ,,,,, „ � /��y�� f temtemperature, indoorerature on outdoor j //j i o Not it //i temperature or water y%„�'' ��/, ��/" , servable temperature sensing. Not Pplicable t.. 403.3.6.1 Air handier leakage W/v Complies [FI2411 designated byypp m6nufacturer at<=2 4 design air flow. iiiiiiiiiii Does Not Ali omply servable Not Not pplicable 403.3.7 Ducts are pressure tested in [— —1 Q Complies [FI27]1 accordance with I I ANEI/RESNET/ICC 380 or cfm/100 ft2 Cfm/100 ft2 Does Not ASTME1554 to determine air omply I leakage with either: Rough-in Not test:Total leakage measured servable with a pressure differential of 0.1 inch w.g.across the Not system including the pplicable manufacturer's air handler enclosure if installed at time of test.Postconstruction test: Total leakagge measured with a fressure difFerential of 0.1 inch w.g,across the entire system including the manufacturer's air handler enclosure. 403.3.8 Duct tightness test result of O Complies [F14]1 <=4 cfm/100 ft2 across the system or<=3 cfm/100 ft2 cfm/100 ft2 cfm/100 ft2 Q Does Not without air handler @ 25 Pa. P omply Duct tightness<=8 cfm/100 ❑Not ft2 for ducts within thermal Observable envelope.For rough-in tests, verification may need to occur n Not during Framing Inspection. pplicable 403.5.1 Circulating service hot water Complies Exception:Requirement [FI11]2 systems have automatic or �i%�� i /i, /i �Does Not is not applicable. accessible manual controls. Comply Not servable �Not 1 plicable Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 10 of 15 Section Plans Field # P Verified Verified &Req.ID Final inspection Provisions } Value Value Complies? Comments/Assumptions 403.5.1.1.1 Demand recirculation water ❑Complies [FI32]2 systems have automatic controls to start pump when Does Not hot water is requested. f omply r 1 Not J servable r PNot licable 403.5.1.1 He ated water circulation ❑Complies a [FI28] systems have a circulation % ,limp.The system return pipe : �;, y / Q Does Not Fs a dedicated return pipe or a 1 / �,, Comply cold ld water supply pipe. / ;[�Not Gravity and thermos-syphon i56 circulation systems are not servable resent.Controls for �%�� No able ci rculati ng In ot we ter syste m �, PP Pumps start the gurnp with signal for hot water demand within the occupancy.Controls automatically turn off the puree when water is in circulation loop is at set-paint temperature and no demand 1 for hot water exists. f comply with 166E 1 ors �O ' / ❑Complies 403.5.1.2 Electric treat traces s st [FI29] 515 C�ntrtrls automaticallyDC [�Does Not %i, adjust the energy input to the /�i % / , %,/,Comply heattracimg to maintain the „ /� / Not „ r i Q desired water temperature In Observable the pipin,gi, J [�Not pplicable 403.5.3 Drain water heat recovery ❑Complies units tested in accordance [FI31] with CSA B55.1.Potable � % %'/��' �y ,, Does Not water-side pressure loss of �j / %�//�i %//��„ omply drain water heat recovery //ii ,� r�; ////�j/ Not units<3 psi for individual r�� / i ��// %/�r ' servable units connected to one or two showers Potable water-side Not pressum lass of drain water PPlicable eat recovery units<2 psi for indrvrdua]units connected to 1 three or more showers. / i�i/, / ///ii/ �/�i / 2 r d m e ecca a posted i ��i/////;�r �� / � ❑Complies 401.3[FI7] Compliance certificate with building specifications, compliance path,R408 energy ��/ ,�� ', , j Does Not c e its,results and solar %/ii r� /�o/��/, emply ready zone If provided, Not Observable Not F�pplicable 403.6.2 All mechanical ventilation "��////// !��///i�°�%,%% Complies / �� ///� ��// ❑ P [FI25]2 system fans not part of tested � � and listed HVAC equipment " ' �� i�'�i% r�ii Does Not %/ %� i/,i meet efficacy and air flow � �� ///// rai�/////, omply y %/// limits per Table R403.6.2. �j ��// , � � Not servable I Not PPlicable [13]2 systems tested alnd verified to % ;/° /r i i ❑Complies meet the minimum flow rates Does Not �� omply required by Section R403.6. RNot servable � Not p , Ppplicable 403.6.5 Intermittent exhaust for /��// ❑Complies [FI34]2 bathrooms/toilet rooms has �l automatic control,occupant Does Not sensor control,humidity omply control or contaminant i �' Not control. ;;. % /i /%�' ❑ � Observable QPNot Plicable s Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 11 of 15 Section Plans Field #" Verified Verified &Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.7.1 Electric resistance heating �l �; � /O�O/r Complies [FI61 P P g Does Not i total capacity for dwelling (units,slee in unfits and QQ occuppanices in the building I Comply <=2.0 kW. Not r servable Not Applicable 402.1, Ceiling insulation R-value. R R Complies See the Envelope 402.2.1, ODoes Not Assemblies table for 402.2.7 Wood Wood C values P.m ply `1111 O Steel O Steel (�Not Wervable (�]Not pplicable rr� 3 i s fireplaces pilot,equipped with Complies 403.13, Gas fire laces on-demand ilot intermittent 403.13.1 on-de Does Not [F135] or interrupted ignition / „/�rrrrrrr/, /// ❑ o r� / �r Com replace effbcrenc�y>50/o in //% �f /i rr P Y accordance with C5A R4.1 "/� / % , rrrr ///i� eorvable J / f iNot pplicable 404.1[F1611 100%of permanent fixtures Complies have high efficacy lamps. Does Not omply Not Observable f r Not pplicable 404.1.2 Exterior lighting power is " rt Q Complies [F135]3 below the allowable wattage /iij�j/ii / %/ o in Table R404.1. ,/irr /rr Does Notm° P y @/ ❑Not Observable r/r��rri/ri/ y a rr /r rrii/ Not Q licable [1231 5 Fuel gas continuo systems light. % i%///o ry jii/r // j/'? Complies Does Not rr it%roi /J Om p l y i ab eorvable / r Not Pp plicable 404.2.1, Permanent interior li htin %t /iiiii%"G//r�i' ' %% Complies [F1136]32 ahmlanual dimmer,occupancy occupagncy i/r % / / / r � P ther �/ ri Does Not sensor or auto shut off control / �� a r based on occupancy built with '/ /!/ii' rir j%, �Noty / r% ///iia manual override. � �,frr r � // servable Not .,/i� � Ppplicable 404.3 Exterior lighting>=30 watts /i�/ ��%/ 1/r/rr /ii��%' Complies [F137]3 shall have the following 999 controls:manual on/off switch /ire/i�riio %�" %�/ % Does Not /// %1 rri rrr with automatic shut-off, omply automatic shut-off in daylight y�/�//��'ir'//iiii %/'� i%/rr frrrr � // / i�/r� �Not hours,and controls that rr% f��/r! 7i/ r r///';i'r override automatic shutoff /�/ /�� servable that returns to automatic ��'�� r//�r r ��/,// I-1 Not "' r' rr / X-P licable control within 24 hours. ,,, pp 404.43 taratio i'ene� atte energy Complies Where renewable erl [FI36] Cgment for renewable Tatt credits ion ��/ /rrrr �" Does Not s � /i'i% / Imply (RECs)or energy attributable �� ,/� Not certificates(EACs)associatedObservable s with the renewable energy r y'"ti Not used for compliance are rr / % r„ I/�J provided to the code official. ! ,,,,% -- r% pplicable Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 12 of 15 section Flans Field i dx Req.11D Final Inspection Provisions Valued Value Complies? Ceynr ments/Assurnptlons 402,2A Vented attics with air 1 Complies permeable insulation include 1 1F1221 baffle adjacent to soffit and % P Does Not eave vents that extends over l ompy insulation. ' Not servable i' j , NotXpplicable f 408.2.2.1(2) Air conditioner installed withComplies [FI46]1 efficiency>=15.2 Does Not SEER2/12.0 EER2 for [�J additional efficiency credit i amply WNot servable Not �. pplicable 408.2.2.1(5) Gas furnace installed with Complies [F14911 efficiency>=95 AFUE for additional efficiency credit �rpo�s Not 1 / � P Y iiii// ��i ✓ ��///� R Not servable Not pplicable 408.2.3(1) Gas-fired storagge water heater O Complies (b)[F16011 efficiency>=17�86 UEF for additional efficiency credit f lmpjy Not �o UNot servable ; Not pplicable 402.5.1.3 Blower door test @ 50 Pa. ACTH 50= (A'C�H 550 =� n Complies [FI17]1 Zones ACH50 in ClimateDoes Not Zones 4-5 and<=2.5 ACH50 in Climate Zones 6. omply Not P�servable Not Appl cable Complies [F0180116 and is lathes wahersltlh are ENERGY STAR ratedyeers for / /i i /i//��ii�� Does Not /i i a additional efficiency'credit / ;� r /iii omPIY Not servable ,V/ Not 1 pplicable 402.3 Radiant barriers comply with R I' R Complies See theEpe rrvelCr [F143]2 ASTM C1313/C1313M and are 'L_.--.--ii Does Not Assemblies table for installed in accordance with Wood Wood values ASTM C1743 omply O Steel O Steel Not [�] Observable 1 Not J pplicable i 4 �403.1A Programmable thermostats 0 Complies Wig]? Installed for control of primary i heating and cooling systems /" / Does Not and initially set by „/,�� ° l '��„��, amply manufacturer to Code Not specifications. servable i Not i /pplicable Additional Comments/Assumptions: i Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 13 of 15 I I High Impact(Tier 1) 12 Medium Impact(Tier 2) 1 3 1 Low Impact(Tier 3) Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 14 of 15 CNJI 2025 Energy Conservation Construction Code of New York Sta,te Energy Efficiency Certificate Above-Grade Wall 29.00 Below-Grade Wall 14.00 Floor 44.00 Ceiling/Roof 44.00 Ductwork(unconditioned spaces): Window 0.27 0.30 Door 0.27 0.30 Skylight 0.00 Heating System: Cooling System: Water Heater: Name: Date: Comments: Report Title: 6500 Main Road Lot 1, Southold Report Date: 5/11/26, 7:17 AM 15 of 15 HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 6500 Main Road, Lot 1, East Marion, NY 11939 John David Rose, Architect, P.C. A/A 596 Hampton Road, Unit 1 Southampton NY 11968 (631) 283-2051 NEW YORK 8UIL ® ING TECHNOLOGY I kl l 9 0 U P Prepared by: Thomas Baccarella in accordance with ACCA Manual J 8th edition, V2 signatures 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. 169 Route 25A Building I Suite B Miller Place,NY 11764 Telephone: 631 495-6269 Fax:631 369-266$Email:Gene@nybtg.com Revised August 36,2017 Manual S Compliance Report Job: 3401 Date: 3401May 2026 NEW YORIG ILDING ItWU a1KICAfIV By. Tom Baccarella New York Building Technology Group 159 Rt 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 1,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@jdrarchitectoom Cooling Equipment Design Conditions Outdoor design DB: 82.4°F Sensible gain: 13481 Btuh Entering coil DB: 75.0°F Outdoor design WB: 72.5°F Latentgain: 1880 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 15362 Btuh Indoor RH: 50% Estimated airflow: 760 cIrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA16AZ24AJ3C+RH3VZ2417STACN Actual airflow: 760 cfrn Sensible capacity: 19057 Btuh 141%of load Latent capacity: 3743 Btuh 199%of load Total capacity: 22800 Btuh 148%of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 18.47 Heat loss: 21782 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: NAVIEN,INC. Model: NCB-240/110H Actual airflow: 760 cfrn Output capacity: 24000 Btuh 110%of load Meets all requirements ofACCA Manual S. K4, 2026-May-11 0843:03 w �ltW"�i:1' HT50FT Rigit SuOe®Uriversal 2026 26.0.01 RSU26095 Page 1 Main Road_Lot1_2_3\6500_Main Road Lotl isd.np Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: 3401 NEW voRK DIN Date: May02,2026 BsmtAHU By. Tom Baccarella New York Building Technology Group 159 Rt 25A BUldino 1 Suite B.Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:wywo.NYBTG.com Project • • For: 6500 Main Road,Lot 1,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: 24747 Btuh Entering coil DB: 75.0°F Outdoor design WB: 72.5'F Latent gain: 3179 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 27926 Btuh Indoor RH: 50% Estimated airflow: 1200 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1636BJ1NA+RH1V3617STANJAorequal Actual airflow: 1200 clim Sensible capacity: 25200 Btuh 102%of load Latent capacity: 10800 Btuh 340%of load Total capacity: 36000 Btuh 129%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.4'F Heat loss: 27776 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 cfm Output capacity: 30000 Btuh 108%of load Meets all requirements ofACCA Manual S. MlTek 2026-May-11 08:43:03 A: N RJGHTSOFT Pight-SLite@ Uriversal 2026 26.0.01 RSU26095 Page 2 Main Road_Lott_2_3\6500_Main_Road_Lot1Jsd.nip Calc=MJ8 Front Door faces:SW Load Short Form Job: 3401 NEW YORR '.'G.UILD NG DaW May02,2026 <. Entire House By. Tom Baccarella New York Building Technology Group 159 Rt25A BUldirg 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:wvm.NYBTG.com Project • • For: 6500 Main Road,Lot 1,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@jdrarchitedcom 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/ACH/AVF 50 Pa/3.0/2050 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 Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cim Actual airflow 0 clim Air flow factor 0 cfrn/Btuh Airflowfactor 0 cfm/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 HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (clim) AtticAHU d 2364 21782 13481 760 760 BsmtAHU d 2461 27776 24747 1200 1200 Entire House d 4825 49558 38229 1960 1960 Other equip loads 0 0 Equip.@ 1.00 RSM 38229 Latent cooling 5059 TOTALS 4825 49558 43288 1960 1960 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. P44 '•r�t,' 2026-May-11 08:43:04 - iWVIR I TSOFT- Pjgtt Sute®Uriversal 2026 26.0.01 RSU26095 Page 1 AM Main Road_Lot1_2_3\6500_Main Road_LotI isd.np Calc=MJ8 Front Door faces:SW Load Short Form Job: 3401 NEW YORYC eUILDING Date: May02,2026 Att/C AHU By: Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Sute B,Miller Place,NY11764 Phone:631495-0289 Email:Tom@rybtq.com Mb:www.NYBTG.com Project Information For: 6500 Main Road,Lot 1,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)12 Design TD(°F) 50 7 Pressure/AVF 50 Pa/1960 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 40 40 HEATING EQUIPMENT COOLING EQUIPMENT Make NAMEN,INC. Make Rheem Trade NAMEN Trade RHEEM Model NCB-240/110H 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 cfm Actual airflow 760 clim Airflowfactor 0.035 cfm/Btuh Airflowfactor 0.056 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 HtgAVF CIgAVF OF) (Btuh) (Btuh) (crm) (cfrn) Upper Hall 366 1115 1194 39 67 Bath 1 104 988 726 34 41 Bed1 231 2089 2023 73 114 Bed 3 259 1404 1771 49 100 Bed 2 325 4002 1894 140 107 Bath 2 124 1849 603 65 34 Bath 3 120 1829 623 64 35 Open to Below 706 5830 3205 203 181 Sitting Rm 130 2678 1442 93 81 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. rubtTk 2026-May-11 06:43:04 e w�k1+14TStl FV- MgWSLitoVLMveml2O2628.0.01RSU26095 Page 2 AM Main Road_Lotl_2_3\6500_Main Road_Lotljsd.rup Calc=MJ8 Front Door faces:SW AtticAHU d 2364 21782 13481 760 760 Other equip loads 0 0 Equip.@ 1.00 RSM 13481 Latent cooling 1880 TOTALS 2364 21782 15362 1 760 760 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _4fpAf TV& 2026-May-11 08:43:04 1-"WRIGHTSOFT" Pight-SLitB@ Uriversal 2026 26D.01 RSU26095 Page 3 ._Main Road_Lot1_2_3)6500_Main Road_LoHJsd.np CaIc=MJ8 Front Door faces:SW Load Short Form 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 Erriail:Tom@rrybtg.comMb:www.NYBTG.com Project • • For: 6500 Main Road,Lot 1,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(OF) 50 7 Pressure/AVF 50 Pa/1960 cfi71 Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 40 40 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Rheem Trade NXAEN 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 Latent cooling 10800 Btuh Temperature rise 23 OF Total cooling 36000 Btuh Actual airflow 1200 cfm Actual airflow 1200 cfm Air flow factor 0.043 cfm/Btuh Airflowfactor 0.048 cfrn/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 CIgAVF (fL2) (Btuh) (Btuh) (cfrn) (cfirrl) Dining 254 4474 6834 193 331 Living 456 5476 6256 237 303 Ktchen 233 1634 3145 71 152 Pwdr 46 805 439 35 21 Foyer 275 1442 1300 62 63 Pantry 36 0 0 0 0 Primary Bed 406 6366 5393 275 262 Primary Bath 116 1486 273 64 13 Mudroom 153 1077 247 47 12 WIC 39 343 45 15 2 Laundry 72 1102 647 48 31 Lower Foyer 374 3571 169 154 8 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. tVdtT 2026-May-1 108"".43:04 Wri HT50FT Pight-Stite@Uriversal202626.0.01 RSU26095 Page 4 AWA Main Road_Lot1_2_3\6500_Main Road_Lotl isd.rup Calc=MJ8 Front Door faces:SW BsmtAHU d 2461 27776 24747 1200 1200 Other equip loads 0 0 Equip.@ 1.00 RSM 24747 Latent cooling 3179 TOTALS 2461 27776 1 27926 1200 1200 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. IhAfT 2026-May-11 08:43:04 *+ WRIGHTSOFT Right SutBOLkiversal202626.0.01 RSU26095 Page 5 Main Road_Lol1_2_3VG500_main Road_Lot1 Jsd.np Calc=MJ8 Front Door faces:SW Project Summary Job: 3401 tine NEW YORK BUILDING Date: May02,2026 I r Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bulding 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Eniail:Tom@rotg.comMb:wm.NYBTG.com Project • • For: 6500 Main Road,Lot 1„East Marton,NY 11939,John David Rose,Architect,P.C.ALA 596 Hampton Road,Unit 1,Southampton,NY 11968 Poona:(631)28 -2051 Email:admin@gdrarchitectm 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 range L Relative humidity 50 % Ventilation Method Moisture difference 40 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 46759 Btuh Structure 37556 Btuh Ducts((R-6.0) 2799 Btuh Ducts I -6.0) 673 Btuh Central vent(0 cfm) 0 Btuh CenN1 vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh E 0 Btuh quipment load 49558 Btuh Use manufacturer's data y Rate/swingi multipplier 1.00 Infiltration Equiprneisensibleload 38229 Btuh Method Blowerdoor Latent Cooling Equipment Load Sizing Shielding/stories 3((ppartial)/2 Pressure/ACH/AVF 50 Pa/3.0 T2050 cfm Structure 3757 Btuh Ducts Btuh Central vent(0 cfm) 1300 Btuh Heating Cooling Area(ft 4825 4825 Equipment latent load 5059 Btuh Volume(W) 40998 40998 Archage sib our 0.31 0.14 Equipment Total Load(Sen+Lat) 43288 Btuh Eq,uiv A (cfm) 209 95 Req.total capacity at 0.70 SHR 4.6 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 Elfrcien n/a Effrc lency n/a Heatirrglinput Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total gaoling 0 Btuh Actugl air tilow 0 c6r Actual air flow 0 cfin AJr�flowfactor 0 dim/Btuh Airtlowfactor 0 cfm/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. trrtrl"as' 2026•May-11 08:43:04 AZIWar�IRI t HTsoF1� Rg�Sute®Uriyersal202626.0.01 RSU26095 Page 1 Main ROad_LOtl_2_3�6500_Main Road_Lotljsd.np Calc=MJ8 Front Door faces:SW Project Summary Job: rvewvOPx Pro�� t�o�ra��tr � May Date: May02,2026 Attic AHU By. Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Sute B,Miller Place,W11764 Phone:631-495-0269 Effiail:Tom@rrybtg.comMb:www.NYBTG.com Project • • For. 6500 Main Road,Lot 1,East Marion,NY 11939,John David Rose,Architect,P.C.ALA 596 Hampton Road,Unit 1,Southampton,NY 11968 Phone::(631)283-2051 Email:adminQdrarchitect.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 range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2013 Moisture difference 40 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20733 Btuh Structure 13224 Btuh Ducts((R- .0) 1049 Btuh Ducts(R-6,0) 257 Btuh Central vent(0 c fm) 0 Btuh Central vent(0 cim) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21782 Btuh Use manufacturers data y Rat /swing multipplier 1.00 Infiltration Equipmen sensible load 13481 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 11960 ctm Structure 1360 Btuh Ducts 520 Btuh Central vent(0 cf-n) 0 Btuh Heat ngg Cooling Area(ft� 2364 2364 Equipment latent load 1880 Btuh "Flume(Its) 21273 21273 Alrchan irwbour' 0.31 0.14 Equipment Total Load(Sen+Lat) 15362 Btuh Equiiv.A�(cfm) 111 50 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary 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 Eifioierlcy 10.5 EER2,16 SEER2 Heating input 24000 Btuh Ser�sll�e 0 o01 ing 15960 Btuh Heatingoutput 24000 Btuh Latent cooling 6840 Btuh Temperature rise 29 OF Total cooling 22800 Btuh Actual airflow 760 cim Actual airflow 760 cim Airflowfactor 0.035 cfm/Btuh Airflow factor 0.056 cfn/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. awarlawc 2026-May-11 06:43:04 R114MTffi,b'Ir�1C RighESadIBUrtkversa1202626.0.01 RSU26095 Page2 MaiinRoat,Lot1 2 31650ON Main Road_Lotl;,jsd.np Galc=MJ6 Frort Door faces:SW 3401 Project Summary Job: May NEW YORK � BUILDING J � Date: May02,2026 [o'o° �` BsmtAHU By. Tom Baccarella New York Building Technology Group 159 RL25A BUlding 1 SUle B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rryblq.com Web:www.NYBTG.com Project Information For: 6500 Main Road,Lot 1,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@jdrarchi:ted.com .c om Notes: Design Information Weather: Montauk,NY,US Winter Design Conditions Summer Design Conditions Outside db 18 °F Outside db 82 °F Inside db 68 °F Inside db 75 °F Design TD 50 °F Dl�gnTD range L °F Relative humidity 50 % Ventilation Method ASHRAE 62.2-2013 Moisture difference 40 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26025 Btuh Structure 24332 Btuh Ducts R-6.0) 1750 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 27776 Btuh Use manufacturers data y Rate/swin multiplier 1.00 Infiltration Equipmen sensible load 24747 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Par 1960 cfm Structure 2396 Btuh Ducts 782 Btuh Central vent(0 cfim) 0 Btuh Heatin Coolin Area(fF) 2469 2469 Equipment latent load 3179 Btuh Volume(ft�) 19725 19725 Air changge� sAbour 0.30 0.13 Equipment"Dotal toad(Sen+Lat) 27926 Btuh Equiv A'VF(cffm) 98 44 Req.total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN,INC. Make Rheem Trade NAVIEN 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 cooling 25200 Bich Heating output 30000 Btuh Latent cooling 10800 Btuh Temperature rise 23 of Total cooling 36000 Btuh Actual air flow 1200 cfrn Actual airflow 1200 cfm AirIowfactor 0.043 cim/Btuh Airflowfactor 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 byACCA to meet all requirements of Manual J 8th Ed. 2026-Ma�,11 08:43:04 IZght-siiw thyersal202626.0.01 RSU26095 Page ...Main Road_►.o1'1_2_esoc Main Road_Lop,'9 jsd.nrp Calc=MJB Frort Door faces:SW AED Assessment Job: as NEW YORK BUILDING Date: May 02,2026 I��oI: ° Entire House By. TornBaccarella New York Building Technology Group 159 M25A BUlding 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Eniali:Tom@rrybtg.com%Abb:wvm.NYBTG.com Project • • For. 6500 Main Road,Lot 1,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(°F) 68 75 Elevation: 7 it Design TD(°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 39.8 39.7 Dry bulb(T) 18 82 Infiltration: Daily range(°F) - 12 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load a11,af • ••' ....� .... .... eves...............�... ,,.................. UAW_. 2.0. 2 1B,tltNCb. 14yI G uT 12,E k S AO 4„000-- 2,i1fNB.. o .......................... ..........------._ -- . a -----9 10 11 12 1.3 14 16 16 17 1d 19 20 Hour of Day Awe /A®firil Maximum hourly glazing load exceeds average by 24.9%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh 1NJ11 rW 2026-May-11 0843:04 'W'tzR.Ck3FHT50FT Right-Sfite®Uriversal202626.0.01 RSU26095 Pagel Main Road_Lott_2_316500_Main_Road_LotI isd.np Calc=MJ8 Front Door faces:SW AED Assessment Job: 3401 NEW YORK & 8UILDING Data: May 02,2026 lKwo Attic AHU By. TomBaccamila New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com v%kb:www.NYBTG.com Project Information For. 6500 Main Road,Lot 1,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(%) 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 • - • Exposure Hourly Glazing Load 4 4,an0- `a Z 500 s u Z 4 ... 1,500 .,. 1 .._. o ............... {. .m.tl...... t..12 J 3 tA� �..�� is 16 a7 .....�.,.t ......... 11 t H..r.l Day rmM /neree �aIDomi Maximum hourly glazing load exceeds average by 12.6%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh MiTak- 2026-May-11 08:43:04 w WR1GHTS0FT Pight•SLite@Uriversal202626.0.01 RSU26095 Page 2 jgm Main Road_Lot1_2_3\6500_Main Road_Lot1 Jsd.nrp Calc=MJ8 Front Door faces:SW AED Assessment Job: 3401 NEW YORM 9UILDPNG Date: May 02,2026 ��,o•. BS/11tA1/V By: TomBaccarella New York Building Technology Group 159 Rt 25A 1301ding 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 6500 Main Road,Lot 1,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'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gdlb) 39.8 39.7 Dry bulb(OF) 18 82 Infiltration: Daily range(OF) - 12 ( L ) m Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load a; D 20,t•D-- 18,0D0 W000 14,00 12,000 3 t4,p1 - 8,00 6,,OD'D-. 4, 2,000 s.. a 9 10 1'1 12 13 14 is 18 17 1$ 19 20 Hour of Dey w,M / Z 1-5mr 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 1,411�'1, 2026-May-11 08:43:04 1N tISHTSOFT Pight-SLite@Uriversal202626.0.01 RSU26095 Page AM Main Road_Lot1_2_316500_Main Road_Lotl jsd.rLp Calc=MJ8 Front Door faces:SW Right-.1®Worksheet Job: 3401 NEW V05K '+r IBUUI'.OING Data: May02,2026 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tam@rybtg.com Web:wmv.NYBTG.com 1 Room name Entire House AticAHU 2 EVosed wall 545.0 ft 240.5 ft 3 Room height 9.0 ft d 9.0 It d 4 Roomdimensions 5 Room area 4825.1 ft= 2363.7 fF Ty Construction U-value Or HTM Area (ft� Load Area (ft-) Load number (Btiuh& 017) (BtruhM or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 %J�t 12F-09N 0.065 n 322 0.76 832 706 2283 541 511 464 1495 354 DefauHNYBTG 2025 0270 n 13.39 8.15 103 0 1385 842 47 0 631 384 Entry Door 0200 n 9.92 4.59 21 21 208 96 0 0 0 0 W 151311-0vr-6 0.099 n 3.37 022 187 187 629 40 0 0 0 0 11 W 12F-09N 0.065 a 322 0.76 938 725 2336 553 572 493 1589 376 Defaut NYBTG 2025 0270 a 13.39 32.11 193 0 2580 6187 79 0 1054 2526 Entry Door 0200 a 9.92 4.59 21 21 208 96 0 0 0 0 W 151311-0o6 0,099 a 3,37 022 162 162 546 35 0 0 0 0 1qJ 12F-09N 0.065 s 322 0.76 963 704 2271 538 511 511 1647 390 De%ultNYBTG 2025 0270 s 13.39 15.53 18 0 241 280 0 0 0 0 Defau[NYBTG 2025 0270 s 13.39 15.53 241 0 3223 3737 0 0 0 0 W 151311-Wra6 0.099 s 3.37 022 187 187 629 40 0 0 0 0 ILI12F-09v 0.065 w 322 0.76 1141 871 2807 665 572 519 1674 397 DefaurNYBTG 2025 0270 w 13.39 32.11 142 0 1903 4564 52 0 698 1674 Defaut NYBTG 2025 0270 w 13.39 3211 128 0 1714 4111 0 0 0 0 W 15B11-0wo-6 0.099 w 3.37 022 162 162 546 35 0 0 0 0 12C-09N 0.091 - 4.51 0.73 333 312 1408 229 0 0 0 0 Entry Door 0200 n 9.92 4.59 21 21 208 96 0 0 0 0 C 16X30-0w 0.408 - 2.09 0.60 2808 2808 5861 1693 2364 2364 4935 1426 C Adiabaticceili 0255 12.62 0.00 4 4 46 0 0 0 0 0 F 19C-0bsc:p 0.368 - 120 0.18 545 545 656 98 545 545 656 98 F 20P-30w 0.035 1.74 023 1718 1718 2982 388 0 0 0 0 F 20P-30w 0.035 - 1.74 023 175 175 303 39 175 175 303 39 F 21X28t 0.022 1.09 0.00 374 374 408 0 0 0 0 0 6 c)AED excursion 0 0 EnWope loss(gain 35384 24905 14682 7664 12 a) Infiltration 11375 771 6052 410 b) Room ventilation 0 01 0 0 13 Internal gains Occupants@ 230 6 13801 0 0 Applienceslolher 10500 5150 Subintal(lines 6to 13) 46759 37556 20733 13224 Lessextemalload 0 0 0 0 Lesslransfer 0 0 0 0 Redistribution 0 0 0 0 14 Sublotal 46759 37556 20733 13224 15 Ductloads 6°/a 2% 2799 673 500 2% 1049 257 Total room load 49558 38229 21782 13481 Air recluired(dm) 1960 1960 760 760 Calculabons apgroved b ACCAto meet all re uirements of Manual J 8th Ed. r#T#T 2026-May-1108:43:04 aosrcaeww r cs r Righl;-$JIeS Lhdversal202626.0.01 RSU26095 Page 1 AM .Main Road Lot,1,_2_3*50OLMain RoacLLot1 isd.rp Calc=MJ8 Front Door faces:SW N E'N V 0 R K-0& Right-J0 Worksheet Job: 3401 al L'pING Date: May 02,2026 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.mm V*b:vmw.NYBTG.com 1 Room name BsmtAHU 2 ExpoWdVal 304.5 ft 3 Room Wghl 9.0 ft d 4 Room dimensions 5 Room area 2461.4 fl Ty Construction U-value Or HTM Area (tt2) Load Area Load number (BtuhAEt°F) (Btuh/It) or perimeter (ft) (Btuh) or perimeter Heat Cod Gross NIPS Heat Cool Gross N/PlS Heat Cool 6 12F-09N 0.065I n 3.22 0.76 322 244 788 187 �1 DerauHNYBTG2025 0270 n13.39 8.15 56 0 754 459 �D Entry Door 0200 j n 9.92 4.59 21 21 208 96 W 15B11-OA00-6 0.099 n 3.37 022 187 187 629 40 11 W 12F-09N 0.065 j a 322 0.76 367 232 747 177 DefauHNYBTG2025 0270 a 13.39 32.11 114 0 1527 3661 Entry Door 0200 a 9.92 4.59 21 21 208 96 W 15611-Uno•6 0.099' a 3.37 022 162 162' 546 35 12F 09N 0.065 s 322 0.76 452 194 624 148 DeraurNYBTG 2025 0270 s 13.39 15.53 18 0 241 280 DefauNNYBTG2025 0270 s 13.39 15.53 241 0 3223 3737 W 15B11-DAc6 0.099 s 3.37 022 187 187 629 40 W 12F-09N 0.065 w 322 0.76 569 351 1132 268 E-c; DefauHNYBTG2025 0270 tad 13.39 32.11 90 0 1205 2890 4 DefauHNYBTG2025 0270 w 13.39 32.11 128 0 1714 4111 W 15811-0vra6 0.099 w 3.37 022 162 162 546 35 12C-09N I-D0.091 - 4.51 0.73 333 312' 1408 229 Entry Door 0200 n 9.92 4.59 21 21 208 96 C 16X30-Div 0A08 - 2.09 0.60 444 444 927 268 C Adiabaticoeili 0255 - 12.62' 0.00 4 4 46 0 F 19C-0bscp 0.368 - 120 0.18 0 0 0 0 F 20P 30w 0.035 - 1.74 0.23 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 emersion 0 Envelope loselgain 20702 17241 12 a) Infiltration 5323 361 b) Room ventlaton 0 0 13 Internal gains Occupants@ 230 6 1380 Appliance Bother 5350 Subtotal(lines6 to 13) 26025 24332 Less exdemalload 01 0 Lesstransfer 0 0 Redistribution 0' 0 14 Subtotal 26025 24332 15 Duct loads 7% 2% 1750 416 Total room load 27776 24747 Air required(clm) 1200 1200 CaIDU',l`abons approved b ACCA to meet all requirements of Manual J 8th!Ed. w wfilc �Wr 2026-May-1108:43:04 " " Right-SOWOLhGversal 2026 26.0.01 RSU26095 Page t krd nRvad_Loil_.Z_3i55GG_Cdilain Road_Lottjsd.np Calc=MJ8 Frort Door faces:SW SEW VOflC&eI,L'OING Right,.18 Worksheet Job: 3401 Attic AHU Date: May 02,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Banding 1 Sute B,Miller Place,W11764 Phorre:631-495-0289 Email:Tom@ybtg.com Web:www.NYBTG.com 1 Room name AttiCAHU UpperHall 2 Exposed well 240.5 ft 5.5 ft 3 Room height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 1.0 x 365.7 It 5 Room area 2363.7 T 365.7 T Ty Consh4on U-value Or HTM Area (fl j Load Area (ft-) Load number (Btah/WF) (Btuh/R2) or perimeter (ft) (Btah) or perimeter (tt) (Btah) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F Osnr 0.065 n 322 0.76 511 464 1495 3541 9 9 29 7 DefauhNYBTG 2025 0270 n 13.39 8.15 47 0 631 384' 0 0 0 0 Entry Door 0200 n 0.00 0.00 0 0 0 0' 0 0 0 0 W 151311-Owc6 0.099 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W 12FOs6v 0.065 a 322 0.76 572 493 1589 376 40 40 131 31 DefauliNYBTG 2025 0270 a 13.39 32.11 79 0 1054 2526 0 0 0 0 Entry Door 0200 a 0.00 0.00 0 0 0 0 O 0 0 0 W 15B1140wc,6 0.099 a 0.00 0.00 0 0 0 0 0 0 0 0 yJ 12F ftN 0.065 s 322 0.76 511 511 1647 390 0 0 0 0 I�GG DefauI NYBTG 2025 0270 s 0.00 0.00 0 0 0 0' 0 0 0 0 DefaultNYBTG 2025 0270 s 0.00 0.00 01 0 0 0' 0 0 0 0 W 151311-Dwo•6 0.099 s 0.00 0.00 0 0 0 0 0 0 0 0 ILS12F-09N 0.065 w 322 0.76 572 519, 1674 397 0 0 0 0 DefaUflNYBTG2025 0270 w 13.39 32.11 52' 0' 698 1674 0 0 0 0 DefourNYBTG 2025 0270 w 0.00 0.00 01 0 0 0 0 0 0 0 W 151311-Ow-6 0.099 w 0.00 0.00 0 0' 0 0 0 0 0 0 12C-Osw 0.091 - 0.00 0.00 0 0 0 0 0' 0 0 0 Entry Door 0200 n 0.00 0.00 Q 0 0 0 0 0 0 0 C 16X30-Ow OA08 - 2.09 0.60 2364 2364 4935 1426 366 366 763 221 C Adiabaticceili 0255 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-0bsga 0.366 - 1.20 0.18 545 5455 656 98 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 - 1.74 023 175 175 303 39 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 -96 Eneelopeloss/gain 14682 7664 923 162 12 a) Infiltration 6052 410 138 9 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Appliances/other 5150 1000 SubtDtW(lines 6to 13) 20733 13224 1061 1172 Less exfemalload 0 0 0 0 Lesstansfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20733 13224 1061 1172 15 Ductloads 5%' 2% 1049 257 5% 2% 54 23 Total room load 21782 13481 1115 1194 Air required(drn) 1 760 760 39 67 Calaulatlons approved b ACCA to meet all requirements of Manual J 8th Ed,. 2026•May-11 08.43:04 Right-SONOUNversal 2026 26.0.01 RSU26095 Page Main Ffoad_Lotl_2r3)55O0_Main Roaq_Lotljsd.nrp Calc=MJ8 Frort Door faces:SW NEW YDBKftBUIL D,CNG Right-M Worksheet Job: 3401 Attic AHU Date: May02,2026 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Erriail:Tom@ryybtg.com Web:www.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 heaf/000l 4 Room dimensions 11.0 x 9.5 It 17.8 x 13.0 ft 5 Room area 104.5 iF 230.8 fF Ty Construclion U-value Or HTM Area (W) Load Area (fte) Load number (BtuK4F-'F) (Btuh/R) or perimeter (4) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross NIPS Heat Cool Gross N/P/S Heat Cool 6 �D12F-09N 0.065 n 322 0.76 0 0 0 0 65 65 210 DefauHNYBTG2025 0270 n 13.39 8.15 0 0 0 0 0 0 0 50 Entry Door 02M n 0.00 0.00 0 0 0 0 0 0 01 0 W 151311-0wo6 0.099 n 0.00 0.00 0 0 0 0 0 0 0 0 11 12F-09N 0.065 a 322 0.76 0 0 0 0 0 0 0 0 DefauhNYBTG2025 0270 a 13.39 32.11 0 0 0 0 0 0 0 0 Entry Door 0200 a 0.00 0.00 0 0 0 0 0 0' 0 0 W 15911-Owc.6 0.099 a 0.00 0.00 0 0 0 O 0 0 0 0 1 1217-09N 0.065 8 322 0.76 0 0 0 0 0 0 0 0 DefauNNYBTG 2025 0270 s 0.00 0.00 0 0 0 0 0 0 0 0 DefauNNYBTG 2025 0270 s 0.00 0.00 0 0 0 0 0 0 0 0 W 15B11-Unc.6 0.099 s 0.00 O.00 0 0 0 0 0 0 0 0 12F-09w 0.065 w 322 0.76 99 87 279 66 160 145 467 111 �� DefauNNYBTG 2025 0270 w 13.39 3211 12 0 166 397 15 0 201 482 ----GG DefauNNYBTG 2025 0270 w 0.00 0.00 0 0 0 0 0 0' 0 0 W 15B11-Owo6 0.099 W 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osnr 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 IL-0'Entry Door 0200 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Dv 0.408 - 2.09 0.60' 104 104 218 63 231 231 482 139 C Adiabaticosili 0255 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C4Obsop 1 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-30w 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 6 c)AED exar ion 167 110 Envelope loss(gain 663 693 1360 892 12 a) Infiltration 277 19 629 43 b) Room ventilation 0 0 0 0 13 Internal gains Ooarpants @ 230 0 0 0 0 Appliances(other 0 1050 Subtotal(lines6 to 13) 940 712 1989 1984 Less eAsmalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution O 0 0 0 14 Subtotal 940 712 1989 1984 15 Dud loads 5% 2%l, 48 14 5% 29% 101 39 Total room load 988 726 2089 2023 Air required(dm) 34 41 73 114 Calculations a roved b ACCA to meet all requirements of Manual J 8th Ed. u III-kr 2026-May-1108:43:04 =" wt s �+rsoFr Right-Sute®Uriversal202626.0.01 RSU26095 Page 4 Main Road_Lot1_2_3t6500_Main Road_Lot1 isd.np Calc=MJ8 Front Door faces:SW Right-.18 Worksheet Job: 3401 NEW YOAI( i�. iBNuIL01NG Attic AHU Date: May 02,2026 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 Web:www.NYBTG.com 1 Room name Bed 3 Bed 2 2 Exposed mall 8.5 ft 44.5 ft 3 Room height 9.0 ft heaVccd 9.0 ft heaV000l 4 Room dimensions 1.0 x 258.8 ft 1.0 x 324.9 ft 5 Room area 258.8 fF 324.9 ft' Ty Construclion U-value Or HTM Area (iF) Load Area Load number (BtuhRF-'F) (BtuhM or perimeter (il) (Btuh) or perimeter 01) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Ow 0.065 n 322 0.76, 0 0 0 0 232 185 5951 141 ^ _G DefaurNYBTG2025 0270 n 13.39 8.15' 0 0 0 0 47 0 631 384 �D Entry Door 0200 n 0.00 0.00 0 0 0 0 0 0 0 0 W 1011-Owa6 0.099 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W 12F-0sw 0.065 a 322 0.76 76 62 198 47 43 43 138 33 DefauIWYBTG2025 0270 6 13.39 32.11 15 0 201 482 O 0 0 0 Entry Door 0200 a 0.00 0.00 0 0 0i 0 0 0 0 0 W 151311-DA" 0.099 a 0.00 0.00 0 0 0 0 0 0 0 0 12FOav 0.065 s 322 0.76 0 0 0 0 0 0 0 0 DefaultNYBTG2025 0270 s 0.00 0.00 0 0 0 0 0 0 0 0 DefauHNYBTG2025 0270 s 0.00 0.00 0 0 0 0 0 0 0 0 W 151311-OIA,rr6 0.099 s 0.00 0.00 0 0 0 0 0 0 0 0 �LI12F-09N 0.065 w 322 0.76 0 0 0 0 126 126 406 96 DefauI NYBTG 2025 0270 w 13.39 32.11 0 0 0 0 0 0 0 0 DefauHNYBTG 2025 0270 w' 0.00 0.00 0 0 0 0 0 0' 0 0 W 15B11-DIAa6 0.099 w 0.00 0.00 0 0 0 0' 0 0 0 0 R 12C-09w 0.091 0.00 0.00 0 0 0 0 0 0 0 0 �D Entry Door 0200 n 000 0.00 0 0 0 0 0 0' 0 0 C 16X30-Ow 0. i 408 - 09 0.60 259 259 540 156 325 325 678 196 C Adiabaticceili 0255 - 0.00 0.00 0' 0 0 0 0 0 0 0 F 19C-Obscp 0.368 - 120 0.18 152 152 183 27 153 153 185 28 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' 0 0 0 0 32 32' 56 7 F 21/428t 0.022 - 0.00 0.00' 0 0 0 0 0 0 0 0'' 6 c)AED excursion -40 -152 En%dope lossigain 112Z 673 2689 732 12 a) Infiltration 214 14 1120 76 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliances/other 1 1050' 1050 Subtotal(lines6 to 13) 1336 1737 3809 1858 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1336 1737 3809 1858 15 Duct loads 5% 2% 68 34 5% 2% 193 36 Total room load 1404 1771 4002 1894 Air required(dm) 1 1 49 100 140 107 Calculations approved b ACCAto meet all requirements of Manual J ft Ed. a�nwrr. 2026-May-11 08:43:04 W qIM 'TSOFT Right-Suilee Universal 202626.0.01 RSU26095 Page5 .-MainRoaO Loll 2 316500_Main Road (Lott_jsd.np Calc=MJ8 Front Door faces:SW Right-M Worksheet Job: 3401 NEW vORR .� leuJi�oiN!�. Date: May02,2026 Attic 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 Web:wmv.N1BTG.com 1 Room name Bath 2 Bath 3 2 ExposedvAl 232 ft 23.0 ft 3 Room height 9.0 It heaV000l 9.0 ft heaNcool 4 Room dimensions 82 x 15.0 ft 8.0 x 15.0 ft 5 Room area 123.8 ft' 120.0 T Ty Construction U-value Or HTM Area (ftzj Load Area (fte) Load number (BWhIff-'F) (BtuW or perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat Cod Gross NnP/S Heat Cool Gross N/P/S Heat Cool 6 VL12Fsw O 0.065 n 322 0.76 0 0 0 0 135 135 435 103 DefauHNYBTG 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 151311-0noo-6 0.099 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W 12F-09N 0.065 a 322 0.76 74 65 210 50 72 622 201 48 EIDDetaauHNYBTG 2025 0270 a 13.39 32.11 9 0 121 289 10 0 129 310 ErtryDoor 0200 a 0.00 0.00 0 0 0 0 0 0 0 0 W 1513114Ovur6 0.099 a 0.00 0.00 0 0 0 0 0 0 0 0 vN 12F-09N 0.065 a 322 0.76 135 135 435 103 0 0 0 0 �-G DefauHNYBTG 2025 0270 s 0.00 0.00 0 0' 0 0 0 0 0 0 I-G DefauNNYBTG2025 0270 s 0.00 0.00 0 0 0 0 0' 0 0 0 W 15811-Ovr-6 0.099 s 0.00 0.00 0 0 0 0 0' 0 0 0 12F-09w 0.066 w 322 0.76 0 0 0 0 0 0 0 0 DefaurNYBTG 2025 0270 w 13.39 32.11 0 0 0 0 0 0 0 0 DefaurNYBTG 2025 0270 w 0.00 0.00' 0 0 0 0 0' 0 0 0 W 151311-Ovv-6 0.099 w 0.00 0.00 0 0 0 0 0 0 0 0 12C-09N 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0200 n 0.00 0.00 0 0 0 0 0'', 0 0 0 C 16X304Ow OA08 - 2.09 0.60 124 124 258 75 120 120 251 72 C Adiabaticceili 0255 - 0.00 0.00 0 0 0 0 0' 0 0 0 F 19C-Obscp 0.368 - 120 0.18 122 122 147 22 11 B 118 142 21 F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 O' 0 0 0 F 20P-30w 0.035 - 1.74 023 2 2 4 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 13, 16 Envelopelosslgain 1175 552 1162 571 12 a) Infiltration 585 40' 579 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines6 to 13) 1760 592 1 17411 611 Less external load O 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1760 592 1741 611 15 Ductloads 5% 2% 89 12 5% 2°/a 88 12 Total room load 1849 603 1829 623 Air required(dm) 651134 64 35 Calculations approved b ACCAto meet all requirements of Manual J 8tha Ed, 2026-May-11 08:43:04 WY�#1 V .TSOFT Pight-Suite@Udversal202626.0.01 RSU26095 Page6 Main Road_Lot1_2_3\6500_Main Road_LotlJsd.n) Calc=MJB Front Door faces:SW NEW YORK&UI;DING Right-.1®Worksheet Job: 3401 Attic AHU Data: May02,2026 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 Web:vwwa.NYBTG.com 1 Room name Open to Below Sitting Rm 2 Exposed v�ell 67.5 ft 322 ft 3 Room height 9.0 ft heat/000l 9.0 ft heat/000l 4 Room dimensions 20.8 x 34.0 ft 16.8 x 7.8 ft 5 Room area 705.5 ft° 129.8 ft° Ty Constru lion U-value Or HTM Area (T) Load Area (ft-) Load number (Btuhlfl;°F) I or perimeter (ft) (Btuh) or perimeter (it) (BWh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 ktj12F-Osr 0.065 n 322 0.76 0 0 0 0 70 70 225 53 Deteul NYBTG 2025 0270 n 13.39 8.15 0 0 0 0 0 0 0 0 Entry Door I 0200 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15B11-DAr6 0.099 n 0.00 0.00 0 0 0 0 0 0 0 0 11 W 12F-0sw 0.065 a 322' 0.76 115 100' 322 76 151 121 389 92 Il--�_ DefauHNYBTG 2025 0270 a 13.39 32.11 15 0 201 482 30 0 402 963 I-D Entry Door 0200 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15B11-DAo-6 0.099 a 0.00 0.00 0 0 0' 0 0 0 0 0 12F-0sw 0.065 a 322' 0.76 306 306 987 234 70 70 225 53 DefaultNYBTG2025 0270 a 0.00 0.00 0 0 0 0 0 0 0 0 Defaul"YBTG 2025 0270 s 0.00, 0.00 0 0 0' 0 0 0 0 0 W 1011-Ow 0.099 s 0.00 0.00 0 0 0 0 0 0 0 0 WI _ 12F09 0.065 w 322 0.76 187 162 522 124 0 01 0 0 DePauIfNYBTG 2025 0270 w 13.39 32.11 25 0 331 795 0 0 0 0 I--G'De%LIHNYBTG2025 0270 w 0.00 0.00 0 0 0'' 0' 0 0 0 0 W 15B11-0w,6 0.099 w 0.00 0.00 0 0 01 0 0 0 0 0 12C-0sv 0.091 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0200 n 0.00 0.00 0 0 0' 0 0 0 0 0 C 16X30-Ow 0A08 - 2.09 0.60 706 706 1473' 426 130 130 271 78 C Adiabaticeeili 0255 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19C-0bsq, 0.368 1.20 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-30w 0.035 - 1.74 023 8 8 15 2 130 130 225 29 F 21Ar28t 0.022 - 0.00 0.00 0 0 0 0' 0 0 0 0 6 c)AED excursion -108 90 EnWopeloss(gain 3850 2029 1737 1360 12 a) Infiltration 1699 115 812 55 b) Room ventilation 0 0 0 0 13 Internal gains Ooapants@ 230 0 0 0' 0'' Applianceslother 1000 0 Subtotal(lines 6 to 13) 5549 3144 2549 1415 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0' 0 0 0 14 Subtotal 5549 3144 2549 1415 15 Dud loads 5% 2% 281 61 5% 2% 129 28 Total room load 5830 3205 2678 1442 Air required(dm) 1 203 1811 193 81 Calculations approved b ACCAto meet all requirements of Manual J 8th Ed. An sYYTa We 2026-May-11 08:43:04 waracgpiaHrsotFr Right-Suite®Uriversa1202626.0.01 RSU26095 Page 7 Main Road_Lott_2_3\6500_Main_Road_Lotl jsd.nip Calc=MJ8 Front Door faces:SW NEW Y0,9FRight-J®Worksheet Job: 3401 IB o,.DING BsmtAHU Date: May02,2026 By: Tom Baccarella New York Building Technology Group 159 M 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Mb:wowv.NYBTG.com 1 Room name BsmtAHU Dining 2 Exposed well 304.5 ft 33.0 ft 3 Room height 9.0 ft d 9.0 It heaYbool 4 Roomdimensions 20.8 x 122 ft 5 Room area 2461.4 V 254.2 it' Ty Constnxlion U-value Or HTM Area (T) Load Area (ftT) Load number (Btuhff--q (Btuh/In or perimeter (ft) (Btuh) or perimeter (fl) (Btuh) Heat Cod Gross NIPS Heat Cool Gross NFIS Heat Cool 6 12F-09N 0.065 n 322 0.76 322 244 788 187 0 0 0 0 DefauttNYBTG 2025 0270 n 13.39 8.15 56 0 754 459 0 0 0 0 �D Entry Door 02M 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 12F-09w 0.065 a 322 0.76 367 232 747 177 0 0 0 0 �G DefauMYBTG 2025 0270 a 13.39 3211 114 0 1527 3661 0 0 0 0 L-D Entry Door 02M a 9.92 4.59 21 21 208 96 0 0 0' 0 W 15B11-0na6 0.099 a 3.37 022' 162 162 546 35 0 0 0 0 12Fsw O 0.065 s 322 0.76 452 194 624 148 110 46 149 35 _CG Defaut NYBTG 2025 0270 s 13.39 15.53 18 0 241 280 0 0 0 0 t DefauIINYBTG 2025 0270 s 13.39 15.53 241 0 3223 3737 64 0 857 994 W 151311-DA 6 0.099 s 3.37 022' 187 187 629 40 0 0 0 0 IW 12F-Osw 0.065 w 322 0.76 569 351 1132 268 187 59 189 45 I--c; Defaut NYBTG 2025 0270 w 13.39 3211 90 0 1205 2890 0 0 0 0 L-G DefauMYBTG 2025 0270 w 13.39 32.11 128 0 1714 4111 128 0 1714 4111 W 151311-DAr 6 0.099 w 3.37 022 162 162 546 35 0 0 0 0 q 12C-09N 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 16X30-Ow 0.408 2.09 0.60 444 444 927 268 5 5 11 3 C Adiabaticeeili 0255 - 12.62 0.00 4 4 46 0 0 0 0 0 F 19C-Obsp 0.368 0.00 0.00 0 0 0 0 0 0 0 0 F 2OP-30w 0.035 - 1.74' 023 1718 1718 2982 388 254 254 441 57 F 2OP-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 F 21Pr28t 0.022 - 1.09 0.00 374 374 408 0 0 0 0 0 6 c)AED excursion 0 957 Envelopeloss(gain 20702 17241 3362 6203 12 a) Infiltration 5323 361 830 56 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 6 1380 2 460 Applianceslother 5350 0 Subbolal(lines 6to 13) 26025 24332 4192 6719 Lasse'emalload O 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal26025 24332 4192 6719 15 Dudloads 7% 2°/a 1750 416 7% 2°/a'' 282 115 Total room load 27776 24747' 4474 6834 Air required(dm) 1200 1 1200 193 331 Calculations Egroved b ACCAto meet all requirements of Manual J 8th Ed. Main Road L�o11 2 316500 Man'Road Lto Universal 2Ca c=MJ81 RSU2 Door faces:SW 2026 May-11 OPage 8 NEW YOHN&UJI',DING Right-.10 Worksheet Job: 3401 Bsmt AHU Date: May 02,2026 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:wmv.NYBTG.com 1 Room name Uvtng lGb3ten 2 Exposed wall 42.8 ft 172 It 3 Room height 9.0 ft heatlmol 9.0 ft heallocol 4 Room dimensions 20.8 x 22.0 ft 17.2 x 13.5 It 5 Room area 456.5 ft' 232.9 T Ty Construction U-value Or HTM Area (ft� Load Area (T) Load number (Btuhlfl;OF) (Btuhlft) or perimeter (lt) (Btuh) or perimeter (try (Btuh) Heat Cool I Gross WP/S Heat Cool Gross N/P/S Heat Cool 6 \ 12F-09w 0.065 n 322 0.76 0 0' 0 0 0 0 0 0 �G DetauHNYBTG 2025 0270 n 13.39 8.15 0 D 0 0 0 0 0 0 �D Enby Door 0200 n 9.92 4.59 0 0 0 j 0 0 0 0 0 W 151311-OWA 0.099 n 3.37 022 0 0 0 0 0 0 0 0 11 12F-0sw 0.065 a 322 0.76 187 115 370 88 0 0 0 0 DefauHNYBTG 2025 0270 a 13.39 32.11 72 0 964 2312 0 0 0 0 EntryDoor 0200 a 9.92 4.59 0 0 0 0 0 0 0 0 W 151311-0wc6 0.099 a 3.37 022 0 0 0 0 0 0 0 0 1qJ 12F-ftN 0.065 s 322 0.76 198 69 224 53 0 0 0 0 I�GG DefauHNYBTG2025 0270 s 13.39 15.53 0 0 0 0 0 D 0 0 DefauMYBTG2025 0270 s 13.39 15.53 129 0 1723 1998 0 0 0 0 W 151311-0wa6 0.099 s 3.37 022 0 0 0 0 0 0 0 0 12F-09w 0.065 w 322 0.76 0 0 0 0 155 137 442 105 DefauHNYBTG 2025 0270 w 13.39 32.11 0 0 0 0 18 0 241 578 DefauHNYBTG2025 0270 w 13.39 32.11 0 0 0 0 0 0 0 0 W 15B11-0vr6 0.099 w 3.37 022' 0 0 0 0 0 0 0 0 q 12C-OSN 0.091 - 4.51 0.73' 0 0 0 0 0 0 0 0 -D Entry Door 0.200 n 9.92I 4.59' 0 0 0 O 0 0 0 0 C 16X30-Dv OA08 2.09 0.60 0 0 0 0 4 4 9 3 C Adiabaticceili 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' 0.23 446 446 774 101 233 233 404 53 F 2OP-30w 0.035 0.00' 0.00 0 0 0 0 0 0 0 0 F 21Pr28t 0.022 1.09' 0.00 0 0 0 0 0 0 0 0 6 c)AED e)arsion -793 -75 Ernelope loss(gain 4055' 3758 1097 663 12 a) Infiltration 1076 73 434 29 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 4 920 0 0 Appliancesldher 1400 2400 Subtotal(lines6to 13) 5131 6151 1531 3092 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5131 6151 1531 3092 15 Ductloads 7% 2% 345 105 7% 2% 103 53 Total room load M76 62M 1634 3145 Air required(dm) 237 303 1 1 71 152 Caloulatlons a22roved b ACCA to meet all requirements of Manual J Bth Ed. v rc 2026-May-1108:43:04 varwpsnq�awTsoFr Righl-SuiteO Universal 2026 26.0.01 RSU26095 Pa e9 Aft Main Road_Lotl_2_3t6500_Main Road_Lotljsd.np CaIc=MJ8 Front Door faces:SW 9 Right-M Worksheet Job: 3401 NEW YORK .. I6JI'�DING BsmtAHU Data: May02,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.00m Web:www.NYBTG.com 1 Room name Pwdr Foyer 2 EVosed wall 13.8 ft 18.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft headcool 4 Room dimensions 6.0 x 7.8 ft 1.0 x 275A It 5 Room area 46.5 ft2 275A ft Ty Construction U-value Or HTM Area (ftF) Load Area (T) Load number (BtuhRF-°F) (Btuhlft2) or perimeter (iE) (Btuh) I or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-09w 0.065 n 322 0.76 0 01 0 0 0 0 0 0 DefauHNYBTG 2025 0270 n 13.39 8.15 0 O j 0 0 0 0 0 0 Entry Door 0200 n 9.92 4.59 0 0' 0 0 0 0 0 0 W 15B114wa6 0.099 n 3.37 022 0 0 0 0 0 0 0 0 11 W 12F-09N 0.065 a 322 0.76 54 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 151311-Owo-6 0.099 a 3.37 022 0 0 0 0 0 0 0 0 12F-Osnr 0.065 s 322 0.76 0 0 O 0 0 0 0 0 DefauHNYBTG 2025 0270 s 13.39 15.53 0 0 0 0 0 0 0 0 Defaul NYBTG 2025 0270 s 13.39 15.53' 0 0 0 0 0 0 0 0 W 15B11-0mA 0.099 s 3.37 022 0 01 0 0 0 0 0 0 12F-09N 0.065 w 322 0.76 0 0 0 0 0 0 0 0 IDefaut NYBTG 2025 0270 w 13.39 32.11 0 0 0 0 0 0 0 0 DefautNYBTG2025 0270 w 13.39 32.11 0 0 0 0 0 0 0 0 W 151311-0vr6 0.099 W 3.37 022 0 0 0 0 0 0 0 0 q 12C-09N 0.091 - 4.51 0.73 TO 70 315 51 61 61 274 45 t--D Entry Door 0200 n 9.92 4.59 0 0 0 0 0 0 0 0 C 16X30-Ow 0A08 - 2.09 0.60 6 6 13 4 0 0 1 0 C Adiabaticosili 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 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 0 0 0 0 0' 0 F 21A-28t 0.022 - 1.09 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 1 12 53 Envelope losstgain 603 422' 1068 1259 12 a) Infiltration 151 10 283 19 b) Room ventilation 0 01 0 0 13 Internal gains Oc upants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines6 to 13) 754 432 1351 1278 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 754 432 1351 1278 15 Dud loads 1 7% 2a/a 51 7 7% 2% 91 22 Total room load 805 439 1442 1300 Air required(dm) I 1 1 35 21 62 63 Calculations g2eroved b ACCA to meet all requirements of Manual J 8th Ed. wls'e r4., 2026-May-1108:43:04 Right-Sute®UniYersal 2026 26.0.01 RSU26095 Page 10 Main Road_Lotl_2_3\6500_Main Road_Lotljsd.rup Calc=MJB Frort Door faces:SW NEW VOW&YRight-.1®Worksheet Job: 3401 NEW YORK BJy.IDING BsmtAHU Date: May 02,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.00m Web:ewyw.NYBTG.mm 1 Room name Pantry Primary Bed 2 Exposed wall 0 It 52.0 ft 3 Room height 9.0 ft heaVcool 9.0 it heaftol 4 Roomdimensions 6.0 x 6.0 ft 1.0 x 406.0 ft 5 Room area 36.0 fF 406.0 fl2 Ty Construction U-value Or HTM Area (ilk Load Area (ft� Load number (Btuhff-F) (BtuW or perimeter (fl) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1214-09m 0.065 n 322 0.76 0 0 0 0 144 108 348 82 DefaultNYBTG 2025 0270 n 13.39 8.15 0 0 0 0 36 0 482 293 Entry Door 02DO n 9.92 4.59 0' 0 D 0 0 0 0 0 W 151311-0wo-6 0.099, n 3.37 022 0 0 0 0 0 0 0 0 11 W 12F09w 0.065 a 322 0.76 0 0' 0 0 0 0 0 0 DefauhNYBTG 2025 0270 a 13.39 32.11 0 0 0 0 0 0 0 0 EnttryDoor 0200' a 9.92 4.59 0 0 0 0 0 0 0 0 W 151311-0wa6 0.099 a 3.37 022 0 0 0 0 0 0 0 0 12F-096v 0.065 s 322 0.76 0 0 0 0 144I 78 251 60 DefauHNYBTG2025 0270 s 13.39 15.53 0 0 0 0 18 0 241 280 DefauHNYBTG2025 0270 s 13.39 15.53 0 0 0 0 48 0 643 745 W 15811-UA10-6 0.099 s 3.37 022 0 0 0 0 0 0 0 0 �j 12F-09N 0.065 w 322 0.76 0 0 0 0 180 108 348 82 �G DefauNNYBTG 2025 0270 w 13.39 3211 0 0 0 0 72 0 964 2312 �-G DefauIWYBTG2025 0270 w 13.39 32.11 0 0 0 01 0 0 0 0 W 151311-DAr-6 0.099 w 3.37 0.22 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 _D Entry Door 0200 n 9.92' 4.59 0 0 O 0 0 0 0 0 C 16X30-Ow DA08 - 2.09 0.60 0 0 0' 0 323 323 674 195 C Adiabaticoeifi 0255 - 12.62 0.00 0 0 0', 0 0 0 0 0 F 19C-0bscp 0.366 - 0.00 0.00 0 0 0 0 0 0' 0 0 F 2OP-3Dw 0.035 - 1.74 023 0 0 0' 0 406 406 705 92 F 20P-30w 0.035 - 0.00 0.00 0 0' 0 0 0 0' 0 0 F 21X28t 0.022 - 1.09 0.00 0 O 0 0 0 0 0 0 6 c)AED excursion 0 23 Eneelopeloss(gain D'', 0 4657 4164 12 a) Infiltration D' 0 1309 89 b) Room ventilation D' 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 0 1050 Subtotal(lines 6 to 13) 0 0 5965 5302' Lessextemalload 0 0 0 0' Lesstransfer 0 0 0 0 Redistribution O 0 0 0 14 Subtotal 0 0 5965 5302 15 Dud loads 7% 2% D t1 7% 2% 401 91 Total room load 0 0 6366 5393 Air required(dm) 0 D 975 262 Calculatlons.approved b ACCAto meet all requirements of Manual J tt Ed. wwnuM I. 2026-May-1108:43:04 °ptaE w�a.TsorFr R ig"L teOLh versal202626.0.01 RSU26095 Page 11 .„MaGnRoacLLOt1_2_3\6500_Main Road_Lrotljsd.np Calc=MJ8 Front Door faces:SW g NEW YORK&UI:DING Right-JO Worksheet Job: 3401 Bsmt AHU DatD: May 02,2026 By. Tom Baccarella New York Building Technology Group 159 M 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com 1 Room name Primary Bath KAroom 2 Exposed well 16.0 It 102 It 3 Room height 9.0 It heatI000l 9.0 ft heaUcool 4 Room dimensions 14.5 x 8.0 ft 1.0 x 153A It 5 Room area 116.0 ft' 153A ft' Ty Construction U-value Or HTM Area (fib Load Area (ftF) Load number (BtuhfiL-'F) (BtuW or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 \J�j12F-09m 0.065 n 322 0.76 72 62 199 47' 50 28 92 22 DefaurNYBTG2025 0270 n 13.39 8.15 10 0 138 84 Cg 0 0 0 Entry Door 0200 n 9.92 4.59 0 0 0 0 211 21 208 96 W 15B11-Wo-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 01 0 0 0 DefaurNYBTG 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 15B11-0wc.8 0.099 a 3.37 022 0 0 01 01 0' 0 0 0 �J 12r-09N 0.065 s 322' 0.76 0 D 0 0 0 0 0 0 �--G DefaurNYBTG2025 0270 s 13.39 15.53 0 0 0 0 0 0 0 0 =2 DefaurNYBTG2025 0270 s 13.39 15.53' 0 0 0 0 0' 0 0 0' W 15B11-0Hc.6 0.099 s 3.37 022 0 0 0 0 0 0 0 0' IW 12F-09N 0.065 W 322' 0.76 47 47' 152 36 0' 0 0 0' �-c; DefauhNYBTG2025 0270 W 13.39 32.11 0 0 0 0 0 0 0 0 1-G DekuMYBTG 2025 0270 W 13.39 32.11 0 0 0 0 0 0 0 0 W 15B11-Uer-6 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 43 22 98 16 LD Entry Door 0200 n 9.92 4.59 0 D 0 0 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-Obscp 0.368 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-311m 0.035 1.74 023 116 116 201 28 152 152 264 34 F 20P-30w 0.035 - 0.00 0.0D 0 0 0 0 0 0 0 0 F 21A-28t 0.022 - 1.09 0.00 0 0 0 0 0 0 0 0 6 c)AED e)mrsion -35 -32 Envelope lossrgain 990 241 870 233 12 a) Infiltration 403 27 138 9' b) Room Ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianceslother 01 0 Subtotal(lines6to 13) 1393 268 1009 243' Less e)emalload 0 0 0 0' Lesstransfer 0 0' 0 0' Redistribution 0 0 0 0 14 Subtotal 1393 268 1009 243' 15 Ductloads 7% 2% 94 5 7% 2% 68 4 Total room load 1486 273 1077 247 Air required(olm) 64 131 47 12 Calculations a2proved b ACCA to meet all requirements of Manual J 8th Ed. roar w 2026-May-11 08:43:04 ww'rpcw 'ar wow r IZghl-Su[JeOLAversal202626.0.01 RSU26095 Page 12 Main Road_Lot1,_2_ 5C80,Main Road_L0 Isd.np Calc=MJ8 Front Door faces:SW SEW YDYK Right�l®Worksheet Job: 3401 ... 6 of,'DING BsmtAHU Date: May 02,2026 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Mb:www.N1BTG.com 1 Room name WIC Laundry 2 EVosed mall 6.2 ft 17.8ft 3 Reromheigf4 9.0 ft heat/000l 9.0 It heaiocol 4 Room dimensions 6.2 x 62 ft 11.5 x 6.2 ft 5 Room area 39.1 ft2 71.9 ft' Ty Construction U-value Or HTM Area OF) Load Area (ft?) Load number (BtuhAF-°F) ( or perimeter (iq (BWh) or perimeter (fQ (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 j 12F0sw 0.065 n 322 0.76 0 0 0 0 56 46 149 35 DefaurNYBTG2025 0270 n 13.39 8.15 0 0 0 0 10 0 134 81 EntryDoor 02M n 9.92 4.59 0 0 0 0 0 0 0 0 W 15B11-Oukc6 0.099 n 3.37 022 0 0 0 0 0 0 0 0 11 12F-09N 0.065 a 322 0.76 0 0 0 0 0 0 0 0 DefauHNYBTG 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 15611-0w-6 0.099 a 3.37 022 0 0 0 0 0 0 0 0 12F09N 0.065 s 322 0.76 0 0 0 0 0 0 0 0 DefauINYBTG 2025 0270 s 13.39 15.53 0 0 0 0 0 0 0 0 DefaultNYBTG 2025 0270 s 13.39 15.53 0 0 0' 0 0 0 0 0 W 15B11-Owo•6 0.099 s 3.37 022 0 0 0 0 0 0 0 0 WEj12F09w 0.065 w 322 0.76 0 0 O' 0 0' 0 0 0 DeraurNYBTG 2025 0270 w 13.39 32.11 0 0 0 0 0 0 0 0 DeraurNYBTG 2025 0270 w 13.39 32.11 0 0 0 0 0 0 0 0 W 15B11-Wo-6 0.099 w 3.37 0.22 0 0 0 O 0 0' 0 0 R 12C-09v 0.091 - 4.51 0.73 5$ Be 254 41 104 104 467 76 T-D EntryDoor 0200 n 9.92 4.59 0 0 0 0 0 0 0 0 C 16X30-Ow 0.408 - 2.09 0.60 0 0 0 0 0 0' 0 0 C Adiabalicoeili 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 39 30 68 0 72 72 125 16 F 20P-30w 0.035 - 0.00 0.00 0 0 0, 0 0 0 0 0 F 21A-28t 0.022' - 1.09 0.00 0 0 0' 0 0 0 0 0 6 c)AED excursion -6 1 -83 En%dopelossrgain 322 44 875 126 12 a) Infiltration 0 0 157 11 b) Room ventilation 0 0 0 0 13 Internal gains Omipants@ 230 0 0 0 0 Appliances(other 0 500 Subtotal(lines6 to 13) 322 44 1032 637 Lesse)tNnalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Sublotal 322 44 1032 637 15 Ductloads 7% 21/m 221 1 7% 2% 69 L11 Total room load 1 343 45 1102 647 Air required(dm) 1 1 15 2 48i 31 Calculations g22roved b ACCA to meet all requirements of Manual J 8th Ed. r 2026-May-11 06.43:04 Aft. w as��a er sa m Right-SU Lhversat 2026 26.0.01 RSU26095 Page 13 Main Road_Lot1_2_346500_Main Road_Lotljsd.np Catc=MJ8 Front Door faces:SW KEN YONK i.. B DuI:DING Right-M Worksheet Job: 3401 Bsmt AHU Date: May 02,sozs 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 Web:www.NYBTG.com 1 Room name Lower Foyer 2 FVonedwell 77.5 ft 3 Room height 9.0 It heat/cool 4 Room dimensions 18.0 x 20.8 ft 5 Room area 373.5 f 2 Ty Construction U-value Or HTM Area (T) Load Area Load number (Btuh&--F) (Btuhtl or perimeter (ft) (Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-09N 0.065 n 322 0.76 0 0 0 0 DefauhNYBTG 2025 0270 n 13.39 8.15 0 0 0 0 Entry Door 0200 n 9.92 4.59 0 0 0 0 W 151311-0wc6 0.099 n 3.37 022 187 187 629 40 11 12F4)9N 0.065 a 322 0.76 0 0 0 0 �j�--�i DefauhNYBTG2025 0270 a 13.39 32.11 O 0 0i 0 t-D Entry Door 0200 a 9.92 4.59 0 0 0 0 W 151311-Wcr6 0.099 a 3.37 022 162 162' 546 35 12F Osw 0.065 S 322 0.76 0 0 0 0 DefauhNYBTG2025 0270 s 13.39 15.53 0 0 0 0 T:�CC2 DefauhNYBTG2025 0.270 s 13.39 15.53 0 0 0' 0 W 15B11-0w-6 0.099 s 3.37 022 187 187 629 40 �j 12FOav 0.065 W 322 0.76 0 0 0 0 �G DefauhNYBTG 2025 0270 w 13.39 32.11 0 0 0 0 L-G DefauMYBTG 2025 0270 w 13.39 32.11 0 0 0 0 W 151311-Owa6 0.099 w 3.37 022 162 162 546 35 q 12C-Osw 0.091 - 4.51 0.73 0 0 0' 0 L--D Entry Door 0200 n 9.92 4.59 0 0 0 0 C 16X30-Ow 0.408 - 2.09 0.60 0 0 0 0 C Adiabaticoehi 0255 - 12.62 0.00 4 4 46 0 F 19C-Obscp 0.368 - 0.00 0.00 0 0 0' 0 F 2OP-30w 0.035 - 1.74 023 0 0 0'' 0 F 2OP-30%N 0.035 - 0.00 0.00 0 0 01 0 F 21Pr28t 0.022 - 1.09 0.00 374 374 408 0 6 c)AED excursion -22 Envelope lossIgain 2804 129 12 a) Infiltration 542 37 b) Room ventilation 0' 0 13 Internal gains: Occupants@ 230 0 0 Appliancesrother 0 Subtotal(lines 6to 13) 3346 166 Lessexlemal load 0 0 Lesstransfer 0 0 Redistribution 0 O 14 Subtotal 3346 166 15 Dud loads 7% 2% 225 3 Total room load 3571 169 Air required(dm) 154 8 Calculatlonla 2eeroved b ACCA to meek all re uirements of Manual J 8th Ed. awmrdrow 2026-May-11 08:43:04 awe.t rrarsoFr Right-Suite®Uriversal202626.0.01RSU26095 Page14 Main Road_Lot1_2_316500_Main n Road_Lot1 isd. p Catc=MJ8 FrortDoorfaces:SW N 1st Floor 138 cfm 138 cfm Primary Bed "^^352 cf 110 cfm 110 cfmp "dm denary Dining Kitchen yk110 cfm 152 drn 32 X 8 0 '8 x 8 4 x 1 Mudroom 8 x 8 15 den w 9 s:°ffrn S cfm Pa ry WIC Laundry f47 c9 1101 cftr Living Foyer Pv r rm d m garage e 9 14 63"-6" Job#: 3401 New York Building Technology Group Scale: 1 : 106 Performed by Tom Baccarella for: Page 1 6500 Main Road,Lot 1,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:—Lott Jsd.rup Phone:(631)283-2051 www.NYBTG.com Tom n com —2-3\6500_Main_RoadLotl bt admin@jdrarchitect.com @ y g u, N r' 2nd Floor Open to Below Bath 1 Bed 1 41 dm 114 cfm 102 dm - 70 dm Bed 2 rVI 760 m Upper Hall k67 'rn 170 dm 102 dm 100 dm Bed 3 63 dm Sitting Rm 65 ct 64 dm Bath 2 Bath 3 MEMO 6 '_V' Job#: 3401 New York Building Technology Group Scale: 1 : 106 Performed by Tom Baccarella for: Page 2 6500 Main Road,Lot 1,East Marion,NY 11939 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2026 596 Hampton Road,Unit 1 Miller Place, NY 11764 2s.-Ma R108:43s Southampton,NY 11968 Phone:631-495-0289 2026-May_ ad-L tl Phone:(631)283-2051 www.NYBTG.com Tom n bt com _2_3�65oo_Main_Road_LotlJsd.rup admin@jdrarchitect.com @ y g 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 1,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 R1 08:435 Southampton,NY 11968 Phone:631-495-0289 2026-May-11 08:—Lott Phone:(631)283-2051 www.NYBTG.com Tom n bt com _2_3\65oo_Main_Road_LotlJsd.rup admin@jdrarchitect.com @ Y g• 11 Duct System Summary Job: 3401 NEW YORK BUILDING Date: May 02,2026 �-.1 A1ftIC AHV By Tom Baccarella New York Building Technology Group 159 Rt 25A BUldirg 1 Slue B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:wwv.NYBTG.com Project • • For: 6500 Main Road,Lot 1,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 0.50 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 cfm 760 cfm Total effective length(TEL) 252 it SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat! Ln(ft) Ln(ft) Trunk Bath 1 c 726 34 41 0.109 6.0 Ox 0 VI Fx 7.8 110.0 st1 Bath 2 h 1849 65 34 0.075 6.0 Ox 0 VI Fx 50.0 120.0 st1 A Bath 3 h 1829 64 35 0.077 6.0 Ox 0 VI Fx 56.2 110.0 st1 A Bed 1 c 2023 73 114 0.116 7.0 Ox 0 VI Fx 20.5 90.0 st1 Bed 2 h 2001 70 53 0.092 6.0 Ox 0 VI Fx 38.8 100.0 st1 A Bed 2-A h 2001 70 53 0.097 6.0 Ox 0 VI Fx 32.0 100.0 st1 A Bed 3 c 1771 49 100 0.119 7.0 Ox 0 VI Fx 27.8 80.0 st1 open to Below h 2915 102 90 0.127 7.0 Ox0 VIFx 20.8 80.0 st2 Open to Below-A h 2915 102 90 0.133 7.0 Ox0 VIFx 16.0 80.0 st2 Sitting Rm h 2678 93 81 0.108 7.0 Ox 0 VIFx 28.5 90.0 st2 Upper Hall c 1194 39 67 0.114 6.0 Ox 0 VIFx 12.2 100.0 st1 Supply D' Table , Trunk Htg Clg Design Veloc Diam H x W Dud Name Type Orn) (ctm) FIR (fpm) (in) (in) Material Trunk st1A PeakAVF 268 176 0.075 386 8.9 10 x 10 ShtMetl st1 st1 PeakAVF 463 498 0.075 598 11.2 10 x 12 ShtMetl st2 PeakAVF 297 262 1 0.108 427 8.6 1 10 x 10 ShtMetl MiTek 2026-May-11 08:43:06 O WRIONTSOFT Right-SLite@Lkiversal202626.0.01RSU26095 Page 1 Main Road_Lot1_2_3V6500,Main_Road_LotI isd.r p Calc=MJ8 Front Door faces:SW Return Branch Detail Table Grille Htg Clg TEL Design Meloc Diam H x W Stud/Joist Duct ',Name Size(in) (cfm) (ch) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb2 Ox0 760 760 82.5 0.075 544 16.0 Ox 0 MFx t 2026-May-11 08.43,06 +r ^Wiit10 T50FT' Pight-SLite®Uriversal202626.0.01 RSU26095 Page 2 Main Road_Lot1_2_3\6500_Main Road_Lot1 isd.rp CaIc=MJ8 Front Door faces:SW Duct System Summary Job: 3401 NEW YORIiI. .: BUILDING Date: May 02,2026 °'° BsmtAHU By. Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 6500 Main Road,Lot 1,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 cfrn 1200 cfm Total effective length(TEL) 416 it Supply Branch DetailTable Design Htg Clg Design Diam H x W Dud Actual Ftg.Egv Name (13tuh) om) (cfm) FR (in) (in) Mal Ln(ft) Ln(ft) Trunk Dining c 2278 64 110 0.128 7.0 Ox0 VIFx 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' Ox0 VIFx 13.8 105.0 st4 Foyer c 1300 62 63 0.096 6.0 Ox 0 VI Fx 41.5 95.0 st3 Kitchen c 3145 71 152 0.101 8.0' Ox0 VIFx 20.8 110.0 st3 Laundry h 1102 48 31 0.070 6.0' Ox0 VIFx 54.0 135.0 st3C Living c 2085 79 101 0.095 6.0 Ox 0 VI Fx 28.5 110.0 st3 Living-A c 2085 79 101 0.117 6.0 Ox0 VIFx 27.2 85.0 st4 Living-B c 2085 79 101 0.146 6.0 Ox 0 VIFx 20.2 70.0 st4A Lower Foyer h 3571 154 8 0.101 8.0 Ox 0 VI Fx 29.8 100.0 st3 Mudroom h 1077 47 12 0.079 6.0 Ox 0 VI Fx 36.5 130.0 st3A Primary Bath h 1486 64 13 0.070 6.0 Ox 0 VI Fx 58.2 130.0 st313 Primary Bed h 3183 138 131 0.076 7.0 Ox0 VIFx 58.0 115.0 st3A Primary Bed-A h 3183 138 131 0.080 7.0 Ox 0 VI Fx 69.8 95.0 st3A PWdr h 805 35 21 0.107 6.0 Ox0 VIFx 47.5 75.0 st3 WIC h 343 15 2 0.084 6.0' Ox0 VIFx 36.2 120.0 st3A Wrok 2026-May-11 08:43:06 •tIi'ii HT5OFT- Right-Sute®Uriversal 2026 26.0.01 RSU26095 Page 3 Main Road_Lot1_2_3t6500_Main Road_Lotl Jsd.rup Calc=MJ8 Front Door faces:SW Supply Trunk Detail . • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dim) (dm) FR (fpm) (in) (in) Material Trunk st3C PeakAVF 48 31 0.070 107 4.7 8 x 8 ShtMetl st3B 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 ShtMetl st4 PeakAVF 287 423 0.111 762 9.8 8 x 10 ShtMetl st4A PeakAVF 79 1 101 0.146 228 5.4 8 x 8 ShthAetl st4 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (ch) 00 FR (fpm) (in) (in) Opening(in) Mat! 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 DetailReturn Trunk . • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Orn) (cfm) FR 00m) (in) (in) Material Trunk r12A PeakAVF 352 266 0.091 634 9.5 8 x 10 ShtMetl rt2 rt2 PeakAVF 1200 111200 0.070 675 15.8 8 x 32 ShtMetl MI'Tok 2026-May-11 08:43:06 VM 01014TSOFT Rght-Sute®Universal 2026 26.0.01 RSU26095 Page 4 AM Main Road_Lot1_2_3\6500_Main Road_LotI isd.np CaIc=MJ8 Front Door faces:SW " G CC# : C20-23259 W3 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 10/15/2020 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 $290 .00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County E''L *a 4 Number of pages o0 i This document will be public �I record. Please remove all Social Security Numbers '° prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt, LL 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT,MTG.TAX Dual Town Dual County _ R.P.T.S.A. Ja(�_ Held forA^" ppointment Comm.of Ed, 5. 00 Transfer Tax Affidavit + Mansion Tax erkifledCo �, f,, The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES orNO Other /00 oa Grand Total 0 1 O If NO, see appropriate tax clause on '1ry;rj� f' page#_ ofthisinstrument. 0 0100 001008 5 Community Preservation Fund 4 DASt,10 P T S 9960 00 0380 perty 1111131111111111111111111 Consideration Amount$ Tax is_",I. 3-0 _2 Agency CPF Tax Due $ Verification pp Improved 6 Satlsfactlons/Mscharg Relfea REistJ roo ty Owners Mailmg Address 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 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcauntyny.gov/clerk `----- . TitC+:WJ 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 DECLARAnON OF COVENANTS ANDRESTRICTIONS 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 571h 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 -ast M By: _ - St an Soloviev, Managing Member (title) STATE OF NEW YORK ) COUNTY OF" l' ) On the k day of in the year 2020 before me, the undersigned personally appeared Stefan Soxoviev, personallyhkno- 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, . rtin J Notary Publl �' .� ... —. Notary P bQ°j c m tC ;. :gym YCF Ni, Gfr a Our' ffe,d[r, `'Cud nly, 1" Fidelity National Title INSURANCE COMPANY TITLE NO. 7404-0083 l2 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 of New York,shown as Lot 4 on the subdivision Map of Joseph A.Cherepowich, Susan G. Cherepowich, Marion S�antacroce 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: 1. 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 a Riverhead, New York 11901 9 (631)727-0600 • Fax: (631) 727-0606 SCHEDULE B CONSENT OF MORTGAGEE/LIE.NOR H.S. REF. NO. OR NAME OF SUBDIVISION: H.D. Ref. #S10-19-0006 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. F IUM REDIT EAST"ACA By. (print name/title) STATE OF NEW YORK ) COUNTY OF&,AfFbwL ) s On the day of in 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 n Nam• C' 1 C A Li SG� �u�. 3/3 01 a-0 z-3 SCHEDULE B CONSENT OF MORTGAGEE/LIENOR. H.S. REF. NO. OR NAME OF SUBDIVISION: H.D. Ref. #S10-19-0006 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 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. FA EDIT EAST ACA h f � By: O l (print name/title) STATE OF NEW YORK ) COUNTY OFJ � ) o1(W 0 On the day of in the year-1404 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. loot y Public yy II P. ^yip py�y yq� N N�P�Y..`1Mf^I n tt. '..."m'N"— 14J�V,K p'ry"g rypply",�t p..ypry.. l{ JU y��1. 0 C i6Y,l'a"tb 1 M 6 I n d{r PO S'4ae C3 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 06/1012021 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 a. A.,,,e-, JUDITH A.PASCALE SEAL IIIIIIIIfill IIIIIIIIIIIIIIIII IflllllllllLllllilll(III i IIIIIf IIIII IIIII II(I llil 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: D00013108 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 $325.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County RECORDED Number of pages 2021 Jun 10 12:33:29 PM JUDITH R. PASCALE CLERK OF This document will be public SUFFOLK COUNTY record.Please remove all L D00013108 Social Security Numbers P 086 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling _ 20 2. Additional Tax TP-584 SubTotal Spec./Assit. Notation or EA-52 17(County) Sub Total Spec./Add. TOT.MTG.TAX EA-5217(State) � Dual Town Dual County VR.P.T.S.A. Held forAppointment Comm.of Ed. 5. 00 Transfer Tax t Affidavit * + Mansion Tax The property covered by this mortgage Is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total , YES or NO Other 325 Grand Total If NO, see appropriate tax clause on page p of this instrument, OA ! -O6 -c2Q . ' 4 Dist. "__e,�en_ m „�__._._ � ...i_rt� 5 Community Preservation Fund 1 45I2457 1000 03800 0100 0010019 Real Propei +IIII MM ��gg��yyppiI 'll��®�[ Consideration Amount$ Tax Service In T �1 lull HW I1L d ...P .CPF Tax Due Due. 27 RAAY 5 ve f"." �Agency F2 CYYH Improved 6 "'RF.CORD `RETURN r0:` 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 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.5uffolkcountVny.gov/clerk Tifle p B Suffolk County Recording & Endorsement Page This page forms part of the attached COVENANT&RESTRICTION made by: (SPECIFY TYPE OF INSTRUMENT) 6500 Main Rd East Marlon,LL_C_ The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of,Southold Town of Southold PlanWinq Board In the VILLAGE or HAMLET of BOXES 6 THRU B MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over IMPORTANT NOTICE If the document you've just recorded is your eft FAtsTICIN i OF QR T G ,please be aware of the following: If a portion of your monthly mortgage payment included i your property taxes,' ou will now need to contact your local Town T ax Receiver so that you may be billed directly for all future property tax. statements. Local property taxes are payable twice a year: on or before January 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.11901 (631)957-3004 (631)727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hail 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 Pantigo 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 100MalnStreet 116 Hampton Road Huntington,N.Y. 11743 Southampton,N.Y. 11968 (631)351-3217 (632)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 (631)765-1803 Sincerely, Judith A.Pascale Suffolk County Clerk dw 2/99 u-0,n_ DECLARAI-JON OE OVENANTS AND RESTRICTIONS DECLARATION made this ,!) day of Oe 20-A 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 a/ 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 Right to 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 L 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(UA 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 I 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 tot 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 Rd. ast By: t fan Soloviev, Managing Member STATE OF NEW YORK ) COUNTY OF SUF"F'OLK ) SS,- On this,<4-4"'"day of - -P-A— , 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 it upb ;Jlalf of which the individual acted, executed the instrument. Notary Public MARM D. FINNEGAN Notary o 61�7I State fl567U7ow MtamNc Commission Expires March 2610 �`I Ez: l Fidelity National "Title INSURANCE COMPANY TITLE NO.7404-008312 VDU E A L that certain to piece parcel of land,situate, lying and being at East Marion,Town of Southold, AL plot,p County of Suffolk and State ofNe^wv York,shown as Lot 4 on the subdivision Map of Joseph A,Chcrepowwch, Susan G Cherepowich,Marion Santacroce and Helen Polak,fled in the Suffolk County Clerk's Oflrice on Tune 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 519.19 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. Cherepowich 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 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• 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.