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} TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD. NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SETOF'APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52787 Date: 03/26/2026 Permission is hereby granted to: Chatin LLC PO BOX 221 Mattitu ck, NY 11952 To Construct additions and alteration to an existing single-family dwelling to include an enclosed screen room,decks and porches,an HVAC system and substantial renovations as applied for. Premises Located at: 250 Naugles Dr, Mattituck, NY 11952 SCTM#99.-5-2 Pursuant to application dated 02/05/2026 and approved by the Building Inspector. To expire on 03/25/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $3,111.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total S3,211.00 Building Inspector C u TOWN OF SOUT:HOLD IN --BUILDING DEPARTMENT I Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold NY 11971-0959 °W I Telephone (631) 765-1802 Fax (631) 765-950 ' : w� A t� �°.r n �' V ; w' "° Date Received APPLICATION FOR BUILDING PERMIT o Office Use Only For ffi y w d PERMIT N0.5Rl 3 Building Inspector: .................................... F E B 5 2026 ------------ ....... ---- Applications and.f efts must be filled out in their entirety. incomplete apl lications Will not 6 accepted. Where the Applicant is not the owner,,an . Owne `: Aut o"rizat on form(Page 2):Tall be completed. Date:1/13/26 OWNER(4)OF_,]PROPER7YfJ ............. Name: Lewis Wyman 2025 Revocable Trust SCTM # 1000-99-5-2 Project Address:250 Naugles Drive, Mattituck NY 11952 Phone#:914-707-9902 Email:lwyman@gmail.com Mailing Address:.200 West End Ave, Apt SA, NY NY 100.23 ae roi��',PERSON y Name: Michael Macrina Architect P-C Mailing Address:97L Main Street, Stony Brook NY 11790 ...................... Phone#:631-686-6585 Email:mmacrina@mmarchitectaia.com PROFESSIONAL INFORMATION: Name: Michael Macrina Architect P.0 Mailing Address:97L Main ,Street, Stony Brook NY 11790 Phone#:631_ ^_ Email:mm,acr;na@.rnmarchitpctaia-com 08 00'85 Coi�-INFORMATION Name: p Bryan eckhardt� Speckhardt Construction . . Mailing Address:29 Terapin Street, Mastic NY 11950 Phone#: 1-4 0-7701 Email:s eckhardt.construction @ mail.com ��"OKOF�OROPOSED CONSTRUCtION ❑New Structure RAddition *Alteration F71 Repair ❑Demolition Estimated Cost of Project: ❑other $750,000 Will the lot be re-graded? nYes R No Will excess fill be removed from premises? C]Yes No 1 PROPERTY TY INFORMATION Existing use of property: rlt� I Intended use of property. Residential d e Zone or use district in which premises is situated,, Are there any covenants and restrictions with respect to mm u this property? []Yes No 1F YES, PROVIDE A COPY. ....................... U heck'Box-Aft " a i .o The rner/contra t r/desIgn professional Is responsible for all drainage and,storm water,Issues as provided,by a 36of th "T rat ode. APPLICATION 15 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant,,to the Building Zone Ordthente cif° e- " w of Southold,SuffolkCounty1fiew fork and other applicable Laws,ordinances or Regulations,for the construction of buildings, adds ion,altercations or for removal or demolition as herein described.The applicant agrees to comply with all applicable taws,ordinances,building code, housing c + 10 lregula it rrs'and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are `p Ish a OngA,misdemeanor pursuant to Section 210AS of the New yore State Penal Law. Michael Macrina Architect P.CApplication Submitted By(print } thoriel Agerit []Owner Signature of Applicant: Date*e STATE OF NEW YO R K} SS: COUNTY OF M■ r ichael Macrina Architect P-C................... bung duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent/Architect (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. Swornbefore me this re tj, Cr uAk,v � p day of 20,(. W. Notary Public PROPER"'ry OWNER, AUTHORIZATION " blicj lime if tie y (Where the applicant is not the owner) uali`e l in Suffolk uj°,�y Yes � ,� �Q_ Lewis Wyman (Lewis Wyman 2025 Revocable Trust) residing at 260 West End ave, NY NY 10023 I, Michael Macrina Architect P.0 do hereby authorize to apply on my behal t Town of Southold Building Department for approval as described herein,. Ownys Signature Date lZtul-S #-A,A Al c .` aAS` dcr,4 F/Vsf Print Owne s Name 2 r; Telephone �-1802 Town Hall Annex � e eP hone�531�765 54375 Main Road , Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 '� u BUILDING DEPARTMENT NOTICE FUTILIZATION OF TRUSS TYPESONSTRUCTION, WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datea Owner; r VL LL CJ� Location of Property: CI p Please to a notice that the (check a le line): New commercial . residential s ct re Addition to exists rcial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicible line). Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof (FR) Signature: Name (person su � i this farm): ��� �ll Capacity(check ap ble line): Owner Owner representative TrussReg15.docx Effective 111/2015 m�G PRI h G l TM ES R' ' ., Compliance 0 Pr Ject Information 01 Project Title: 250 Naugles drive Energy Code: 2024 1ECC Location: Mattituck,New York Construction Type: Single Family Project Type: New Construction Project Sub Type: None Conditioned Floor Area: 3800 ft2 Glazing Area: 28% Climate Zone: 4a(5331 HDD) Project No: 1823153 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 250 Naugles Drive 97L Main Street Mattituck,NY 11952 Michael Macrina Architect Stony Brook,NY 11790 Meets the requirements of the Project Notes: 20215 erg y Gonservation Construction New York State Energy Credit: Description tion Credits R408.2.4(2)100%of duct systems in conditioned space 6.0 R408.2.1,1(2):>=5%Reduction in total TC 0,0 R408.2.2(2):High Performance Cooling(Option 1) 210 R408.2.2(5):High Performance Gas furnace(Option 2) 4.0 R408.2.3(2)(a):Gas-fired instantaneous water heaters(Option 1) 6.0 R408.2.1.1(1):>=2.5%Reduction in total TC 0.1.0 Report Title: 250 Naugles Drive Report Date: 2/4/26, 7:38 AM 1 of 12 Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U_ U_ Prop. Req., Perimeter R-Value R-Value Factor/ Factor/ TC TC F-Factor F-Factor Ceiling:Cathedral Ceiling 2105 42.0 0.0 0.025 0.026 53 55 Wall to GAR:Wood Frame, 225 21.0 0.0 0.057 0.045 11 8 1611 o.c. Doors to GAR:Solid Door 40 0.200 0.300 a 12 (under 50%glazing) Wall:Wood Frame,24"o.c. 2900 27.0 0.0 0.049 0.045 99 91 Windows:Wood Frame 549 0.270 0.300 165 165 SHGC:0.27 Front Door Glass:Wood 18 0.560 0.300 10 5 Frame SHGC:0.66 Front Doon Solid Door 25 0.390 0.300 10 8 (under 50%glazing) SGD's:Glass Door(over 259 0.270 0.300 78 78 50%glazing) SHGC:0.3 FWD:Glass Door(over 50% 36 0.270 0.300 11 11 glazing) SHGC:0.3 Basement Wall:Solld 1227 0.0 21.0 0.040 0.059 48 71 Concrete or Masonry Wall height:8.67 Insulation depth:8.67' Insulation position:Integral Insulation Egress Windows:Wood 30 0.270 0.300 9 9 Frame SHGC:0.3 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 2024 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. D,@V.i'd,,.Ma Cihf,ke 2/4/2026 N me-P fle Owner Signature Date egrit, le Energy Assessments 6,8 N paquatuickAvenue East,Mor iches, NY 11 9�40 Meets the requireme UAL ilts f the (031),325-40OG 2025"' Energy C l Ci rviation Construction Cloide lolf New rk Staltie Report Title: 250 Naugles Drive Report Date: 2/4/26, 7:38 AM 2 of 12 Inspection Checklist Energy Code:2024 IIIECC 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, Fleld Verifie'd Verified &Req.111) Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions 105.1, Construction drawings and 0 Complies 105.2 documentation dernbristrate [PR1]1 energy cod ecompllance fbr,the Does Not bpi lding envelope,'Thermal amply enve1a,Pe and,energy Not cornphance path represented on 11 Rservable construction documents. No t pplicable 1105.1, Construction drawings and E)Complies 1105.2, doctjrne n'tation,demonstrate 1403.8 energy,clode,comphance for Does Not [PR311 lighting and mechanilcal Pomply systerns.Systems Serving @Not Multiple dwelling units must servable demonstrate coiiipfiance with, 0 I the IECC CoirnMercial Provislons. Not Applicable 302.1 and cloolM equi ent He,,,;!tJng* Heating: n Complies per A anua 403.7 i�s CCA at ujh,,,r Stulhr [PR2]1 based on foads,calculated per Does Not ACCA Ma n ua I or other,rn eth od s ........ ................. Pornply approved by code official, Cool ing: Cooling: Not 1�Btu r Stulbir @ servable Not pplicable Additional Comments/Assumptions: 1 Hi nh Impact(-rier 1) 2 Medium impact(Tier 2) r 41 p Low Impact(Tie. Report Title: 250 Naugles Drive Report Date: 2/4/26, 7:38 AM 3 of 12 Foundation Inspection Section Plans Field # Verified Verified & Req,ID Foundation Inspection Value Value Complies? Comments/Assumptions 13032 Conditioned basement wall Complies [F0511 insulation installed per manufacturer's instructions. ❑Does Not Comply Not servable Not p plicable 11403.8 Systems,serving mottiple i Complies Exception:Requirement r[FI9112 dwelling units c6m�pjly With Is not applicable. P Sections C4,03,and C404 of the Does Not commercial code. mply QNoti a servable Not applicable Complies Exception:Requirement 403.9.1 Heating,systems Installed for, is not,applicable. [F19212 outdoor heatln,7 are,radiant P Does Not S con pd by 0 system, 'o oc"cupancy sensing ortimer mply swlt&. QNot servable f-I Not X'Pplicable 0 Exc 4019Z 'Snow and ice-melting system Complies eptiaon:Requirement i's not 403-9.3, ,,controls installed to shut off pplicable. 403.9.4 System whenpavernent Does Not 0 0 [F192]2 temperature>50F and no Pmply Q precipitation o rri r autoatic Not control's to shut off the system servable when outdoor temperature> 40F. r Not pplicable ........... 303.2.1 1 A protectivec covering is E3 Complies Exception:Requirement JF01112 installed to Protect osed i Does Noisnot applicable. exterior Insulation ar Textends 0 a minimum of 6 in.below grade. J,P mply RNot servable Not Applicable 7,=. .......................... 402.1.2 Conditioned basement wall F]Complies See the Envelope l�[F04]1 insulation R-value.Where Does Not Assemblies table for interior insulation is used, values verilication may need to OCCUr R�=,, R Pomply during,Insulation Inspection.Not Not required Inwarm-humid, )servable locations,in Climate,Zone 3. Not Pppljcable ............ 402.2.9 Conditioned basement wall ft ❑Complies See the Envelope F06]1 insulated in accordance with ft Does Not Assemblies table for Table R402.1.3 with insulation pnnplyvalues de th the minimum of 10 ftbefow grade or to the basement PNot floor. )servable n Not rpplicable Additional Comments/Assumptions: I ii�g h impact Impact(Tier 2) :H pact(Tier 1) 2 Medium 3 Low Impact(Tier 3) Report Title: 250 Naugles Drive Report Date: 2/4/26,, 7:38 AM 4 of 12 Framing / Rough-in Inspection Section Plans, NeJdi Vertfied 'Vetifted Framiln'9)'Rou9, h,1)ni VaNe Comp'lies? Comirnents/Assilimptions Req.10 Inspection Value ——------—------- 303-1.3 U-factors of fenestration 0 Complies [FR4]1 products are determined in accordance with,the NFRC test Does Not pro or taken from the Pomply Rdefault table. Not servable PNot p plIcable 402.5.1.1 Air barrier and thermal barrier Complies [FR23]1 Installed per manufacturer's P instructions. Does Not 0 mply PNot servable F, 41 Not p J, plicable 402.5.3 Fenestration that is not site built Complies (FR20]3. is listed and labeled as meeting AAMA/WDMA/CSA Does Not nom 10111S.2/A440 or has Inflittration I pl y rates,per SC 4,00 that do not", �servableNot exceed code lirits. nNot )Cpplicable 402.54 IC-rated recessed lighting Complies Exte ion Pt :Requirement F fixtures Does Not 16, ures sealed at 115 ,,f applicable. P housin /interior finish and labeledto indicate<2.0 cfm mply Rleakage at 75 Pa. Not servable Not pplicable 403A HVAC piping con veyina fluids 0 Complies (FRI"7P, above 105 OF or chilleafluids �hR-E= below 55 QF are insulated to::-R- Does NotPomply 3. Not oservable PpNot plicable �403 6 Automatic or gravity dampers Complies [ Rfg , are installed on all outdoor air P Does Not intakes and exhausts for ompl mechanical ventilation systems. y UNot servable 11 Not P r plicable 'Ventilation systems In climate 4 03.6.1 Complies Exceptiom.Requirement P is not pplicable. zones 6,7&8 shall utilize heat Does Not or energy recovery with C 6 1,balanced ventilation and a mply sensible recovery efficiency Not (SRE)>=65%at 32 F. servable A Not Ppplicable Complies E Xce on:Ducts located 403.3.3 SUPPI and return ducts in attics `etOly inside the [FR12]1 led>=R-8 where duct is i ret >=3 inches in diameter and nDoes Not building envelope. >=R-6 where<3 inches. Comply RNot ser►rable Not pplicable .................. ..... .......................................... Report Title: 250 Naugles Drive Report Date: 2/4/26, 7:38 AM 5 of 12 Section Plans f9eld # Framing/Rough-In Verifie!,d' 'Veriflod 1"Spectio'n, Valuo value Complies? Comments/Assumptions 403-3.6 Ducts,air handlers,and filter Complies [FR13]1 boxes are sealed'with Does Not olnts,fseamns corngliant with Pomply e, international Mec anical Cod or Internatio-nal,Reside QN ot Code,as applicable., servable �, PNot plicable 403.4.1 Protection of insulation on!-(VACComplies [FR24]1 piping. Does Not 0 mply Not servable Not PP licable 403.52iuu 0 Complies Hot water are Insulated to R >1 inch o insulation. Does Not pomply �' ��]Not Jibservable PNot pplicable ................................... Air-sealed electrical and 0 Complies FR29J7' communication boxes installed Does Not in the thermal boundary,of the I envelope sealed:.to limit air 0 mply leakage,between conditioned n Not and,unconditioned spices. Mservable PNot pplicable 7----7 403-3.1 Duct systems are design and 1 0 Complies sized in accordance with ACC I Does Not P Manual D.Duct systems serving I multip d le welling units is sized omply in accordance with ASHAAE Not Handbook of Fundamentals, Wervabie ACCA Manual D or an equivalent 1 'methodology. PNat plicable .......... 402.10 Door U-factor. 'Ej Complies See the Envelope U U 402.4.4 Does Not Assemblies table for [FR1]1 Pomply values E)Not Observable ONot pplicable U --------- U Cn,v See the L 1402.1 Glazing U-factor(area-weighted n Complies ?lope 1402.4.1 av era ge). Assemblies�table for Does Not values 1402.4.3 Pmpl402.6y [FR2]1 Not 9servable ❑Not Applicable Additional Cornments/Assumptionsw 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: 250 Naugles Drive Report Date: 2/4126, 7:38 AM 6 of 12 Insulation Inspection sect-ion, Plans Field #, I Verified VerifiPW' ' nsu'llation Req,1110 Inspectloh Value vale Complies? i Cornments/Assumptlons .................................................corn......... 3 0 3-1, All installed insulation is labeled C]Complies or the installed R-values Does Not provided. 0 mply i UNot servable Not Applicable iO3.2 ........... Wall insulation is installed per Complies [I N4]1 manufacturer's Instructions. Does Not I Po i mply M Not 11 Mservable Not p plicable 402.10 Wall Insulation 11-value.If this Is CD Complies See the Envelope Rc= RL__j or 402.2.6, amass wall with at least 1/2of Does Not Assemblies taWe�f 402 2 7 the wall Insulation on the wall E)Wood Wood PO values exterior,the exterior insulation Comply E)Mass E)Mass requirement applies(FRIO). Not E)Steel Steel Poservable ❑Not Applicable Additional Comments/Assumptions: I High Impact(Tier 1) Medium 2) I.LowactTer3), 1, Report Title: 250 Naugles Drive Report Date: 2/4/26, 7:38 AM 7 of 12 Final Inspection Provisions Section Plans Field # Verified Verified &Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 303.1.1.1, 1"Ceiling insulation installed per Complies manufacturer's instructions. 303,2[F1211 i m Does Not Blown insulation marked every 300 ft'. Comply Not servable Not p plicable --------------------------------- ------ 303.3 s Manufacturer manuals for Complies i[FI18)3 mechanical and water heating Does Not systems have been provided. , 0 mply Not observable Not p plicable % J 7,1i�03]F............. Hot water boilers have []Complies automatic outdoor setback 1[F126)2 Does Not control to lower boiler water temperature based on outdoor Tpomply Not temperature,indoor temperature or water observable temperature sensing. r Not pp Complies 4 0 3.3-6.1 Air handler leakage [F124]1 designated by manufacturer Does Not at<=2%of design air flow. romply v of 5 r able Not rpplicable 403.3.7 Ducts are pressure tested in Complies accordance with [F127]1 11 I'll, "I'll, Does Not ANEI/RESNET/ICC 380 or cfm/100 ft2 cfm/100 ft2- ASTME1554 to determine air Pomply leaf a! e with either.,Rough-in Not testy otal leakage,meastired P3servable with a, re,5SUre differential Of Not 0.1 inc, w,?,,,across,the systern,1i Wing the Ppplicable manuf act uret"s air handler enclosure if installed at time of test.Postconstruction test: 'Total leakap meas'uredwith a pressure c i, 'erentia]of 0.1 inichmg.across the entire s4sn 7u iniclud air' hetr-ficturers, handier enclosure. 403.3.8 Duct ItWhtn ess test result of 1�, Complies Mj,100ft2 across the Does Not system or<=3 cfm/100 U Cfm/100 ft2 cfm/100 ft2 Pmply wit houtair handler @ 25 Pa. Duct tightness<=8 Cfm/1,00 r Not U for,ducts within thermal Qservable envelope.Forrough-'fn tests,, verification may y,need to occur Not during Framing'Inspection. Pp licable 403.5.1 Circulating service hot"water I Complies (Fl11)2 systerns,Dave automatic or Does Not a1ccessible manual controls. Comply Not servable Not Applicable Complies 403.5.1.1.1 'Demand recirculation water F13212 systems,have automatic controls tostart,pump when Does Not PO hot water is requested, mply P]Not oservable PNot pplicable Report Title: 250 Naugles Drive Report Date: 2/4/26, 7:38 AM 8 of 12 41 I Section Plans Field # Verified i Verified Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.5-1.1 Heat'ed water circulation, Complies systorn's have�a circulation [F128]2Does Not pump.,The systern return pipe 0 M.ply Is a dedicatedreturn,i pipe or a cold water,supply pipe ho . QNot Gravity and therMos-sypn servable circulation systems,are not present Controls 'or, Not water' yste r p plicable mv with, r, ernand within the occupancy,Controls autornatically turn off the purnp when water,is in circulation fool is at set-point temperature and no demand for hot water exists. 'E3 Complies 74�3.5.`�1.2 Electric heat trace sVtems, I [F129]2 Comply with,IEEE 5, J or UL Does Not 515, Controls automatically Prnpladiust the energy'input to,tbey R he Not' at tracing�to Maintain the desired water temperature in servable the p4ping. Not pplicable ............ 3.5.3 Drain water heat recovery Complies ExcepMon:Requirement [F131]2 units tested in accordance Does Not i s not pplica b le. wlth CSA B55.1.Potable pomply water-side pressure loss of drain water heat recovery Not units<3 p Qservable psi for individual units connected to one or two showers.Potable water-side Not ,ressure,loss of drain water Fop licable eat,recovery units< psi for i individual uNts connected to, three or more showers. 401.3[F1712 'Compliance certificat e posted 0 Complies with building specifications, Does Not creelFts,resin com flance at h.ROB energy ts and solar damply l, I ready'Zone if provided. Not Poservable Not pplicable 403.6.2 '403.6.2:All mechanical Complies [F12512 ventilation system fans meet efficacy and air flow limits per F)Does Not Table R403.6.2. Mmply @Not servable PNot pplicable 0 Complies ,403.6.3 Mechanical ventilation � �systems tested and verified to [F13312 meet the minimum flow rates Does Not required by Section R403.6. Pomply QNot servable ONot pplicable 4Q3.6.5 Intermittent exhaust for Complies [F134]2 bathrooms/toilet rooms has Does Not autania"Itic,controto occupant C-Omply sensor,control,hurrildity, co ontrol or contaminant' Not control. Qservable ONot plicable .......... ................. ............................ 402.1, Ceiling insulation R-value. Complies See the Envelope R 402.2.1, Assemblies table for 1........... Does Not 402.2.2, El Wood 0 wood Pomply values 402.l 2.7 E)Steel 0 Steel i[Fll] QNot servable PNot plicable Report Title: 250 Naugles Drive Report Date: 2/4/26, 7:38 AM 9 of 12 Section Plans Meld Verified Verified &Req.10 I Final inspection Provisions t value value Complies? Comments/Assumptions .................. --------- -711 403.13, Gas fireplat with es eqquipped I El Complies 403.13.1, on-demand pilot, intermittent P Does Not 1,FJ 351 9,n n n, son. ffi,enR in amply iti'o or te t e a e PId WNot Ic Cor �ance wi 4.1 servable Not y. ppilcable ...................... 404.1[F16]1 100%of permanent fixtures 0 Complies have high efficacy lamps. �mply Does Not Not C�bservable Not PP []Co mplies 404,12 Exterior lighting power is [F135 below the allowable wattage I )3 P Does Not in Table R404.1. mply Not servable Not p plicable 404.1.5 Fuel gas lighting systems 0 Complies (F123 have no continuous pilot light. 131 Does Not PmpIy Not Observable Not A, pplicable T 04.2.10 Permanent interior lighting 404.2.2 shall be controlled with M 0 Complies either P Does Not a manual dimmer,occupanC Y 0 (17136]) sensor or auto shut off control mply based on occupancy built with Not manual override. P3servable Not Applicable 404.3 Exterior lightinq>=30 watts 1� Complies IF13713 shall have the following Does Not controls:manual on/off switch with automatic shut-off, Pomply automatic shut-off in daylight Not hours,and controls that 12servable override automatic shutoff that returns to automatic Not control within 24 hours. Opplicable 0 Complies Exce�ptlon:Requirement 404.4 wheiv ran ewablej ener,oy is not applicable. enoration equipment N Does Not [1713613 ?�rhstafle,d,reneWable energy Ih credits(RECs)or energy amply attrlbutable certlflcates(EACs) Not associated with the renewable W energy used for compliance ervable are provided to the code, ❑Not oc P ffiial. plicable J1 402.2.4 Vented attics with air E)Complies Exception:Requirement (F 1122y, permeable Insulation elude P mply Does Not is not',applicable. baffle adjacent to soffit and eave vents tfiat extends over insulation. Not Poservable PpNot plicable 6................. . ...... 408.2-2.1(2) Air conditioner installed with E)Complies efficiency>=15.2 F14611 l� SEER2/12.0 EER2 for �mplyDoes Not additional efficiency credit PNot servable PNat plicable ........... Report Title: 250 Naugles Drive Report Date: 2/4/26, 7:38 AM 10 of 12 Section PI'ans, Field # Verified Verified &Req.10 Final Inspection Provisions 'Value Value Complies? Comments/Assumptions 408.2.2.1(5) Gas furnace installed with Co m pl i es [F14911 efficiency>=95 AFUE for additional efficiency credit P Does Not 0 mply Not observable Not Applicable 402.2.5 Attic access hatch and door Rr Complies [F13]1 Insulation zt!R-value of the adjacent assembly. Does NotPomply PNot servable Not PP licable ................. 408.2.3(2) Gas fired Instantaneous water Complies (a)[F16111 heater efficiency>=0.92 UEF Does Not for additional efficiency credit Does Not 3servable PNat plicable 402.5.1.3 Blower door test @ 50 Pa. ACH SO ACH 50 0 Complies [FI1711 <=4.0 ACH50 in Climate P Does Not Zones 1-2,<=3.0 ACHSO in Climate Zones 3-5 and<=2.5 mply ACH50 in Climate Zones 6-8. Not Rservable PNot pplicable 408.2.4(2) All ducts and air handling o Complies [FI7211 units are located in P Does Not conditioned spate for omply additional efficiency credit RNot servable Not Applicable 1402.3 Radiant barriers are installed Complies See the Env,elop,e in accordance with ATM Does Not Assemblies table for 'C1743 n Wood 0 Wood Pomply values 0 Steel 0 Steel Not P3servable Not pplicable 403.1.1 Pro ra m (Fig m a b I e th,Orm 0 sta ts, Complies W pomply or co6trol of Pri mar-Y, Does Not ) 0 o ailed f h1eating and,cool Ing system,S A a initially set by manufacturer to,code Not specifications. R servable PNot pplicable Additional Comments/Assumptions: t(Tier 1) 2 Medium Impact(Tier 2) 3 High Impact ........--_L_JI Low Impact(Tier 3) Report Title: 250 Naugles Drive Report Date: 2/4/26, 7:38 AM 11 of 12 0 2024 IECC Energy 0 'Efficiency Certiflicate Abov -Grade Wall 27.00 e Below-Grade Wall 21.00 Floor 0.00 Ceiling I Roof 42.00 Ductwork(unconditioned spaces): Window 0.30 0.27 Door 0.30 0.30 Skylight 0.00 V IN Igo011 010, Heating System: Cooling System: Water Heater: Name: Date: Comments: Report Title: 250 Naugles Drive Report Date: 2/4/26,, 7:38 AM 12 of 12 THE AREA OF THIS PROPERTY IS 71,545 S.F. OR 1.642 ACRES ALL ELEVA 77ONS SHOWN REFER TO NA VD' 88 DATUM CLEARING CALCULATIONS EXISTING CLEARING IS 52,914 S.F. (74.0%) o COVERAGE CALCULATIONS ALLOWABLE COVERAGE IS 28,618 S.F. (407) EXISTING COVERAGE IS 11,027 S.F. (15.47) NAUGLES.202.230 0 0 + .--- " S 1 • S -._ (L L 1.. 1 42.44 2- ` . 7 _ . CEO) _ .'S � PIN � . ( �� °DEED) 16'— WALL V BAN~ \ STONE \ WALL �, 1 1 \ R. 00 `gyp DECK V) �• #2 STORY \ q CI► AI �, 2 S R� GARAGE Z; ASPHALT\ , 'UNITS -., D'*LUNG ' �I AY �; \ =HIGH'ASS 0 63.3 a DE O CR 71.1' ....* RODECK 3 CJ�7 BRICK--' METAL' t �S RrE► wAuc COVER 30-S 1 , WALL PIN Zo Q ' co , "RAISE SHIM �r1 0 1, PRA1E SHEDCo. 'F5I4Cf' rn 0.6 / �- a C CIAA�� 25. 0 — ' E:f?Ly OF EM.=ELECTRIC METER LPT.=LIQUID PROPANE TANK CERTIFIED TO: lj The Lewis Wyman 2025 Revocable Trust First American 7-/tie Insurance Company ". 1.A irll TJ GUARAN7FES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C.T.M. N 0. 1000 — 99 -- 5 2 SURVEY OF: DESCRIBED PROPERTY GARY BEN L.S. SITUATED IN: MA T'TI TUCK TOWN OF:SOUTHOLD Surveying and Land Planning 527—B Hawkins Avenue SUFFOLK COUNTY, NEW YORK Ronkonkoma, N.Y. 11779 DATE: 9/26/2025 JOB NO. G25--11550 SCALE: I" = 40' GaryBenzLS@Yahoo.com / (631) 646-9348 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS, UNDER UNAUTHORIZED ALTERA77ON OR ADDITION TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND GROUND U77LITIES AND/OR EASEMENTS OF RECORD THIS SURVEY IS A VIOLATION OF SECTION 7209 SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL IF ANY, NOT SHOWN ARE NOT GUARANTEED. OF THE NEW YORK STATE EDUCA71ON LAW, NOT BE CONSIDERED TO BE A VALID TRUE COPY. 5a-1 7 ".1 A NAUGLES i � haE l s c r i m - - - 10' _ _ _ - - - A rc h i tect R 12 $• 72- - � 2 ' -L,.-94028r,'--\ 97 L Main Street Stony Brook NY 11790 ' phone. 631686-6585 i 12' _ _ , - - i - - R 965.36 _ L 142.44 email. MMacrina@MMArchitectAIA.com 1 _ / web. MMArchitectAIA.com These plans are an instrument of service and are -- 16' _ \ _ EXISTING \ / the exclusive property of the architect. Infringements of the concepts and design ideas \ ROCK WALL \ C) 1 presented on these drawings shall be prosecuted 0 to the fullest extent of the law. Copyright 2026: 3 / I Michael Mocrina Architect, pc. All rights reserved, \ / ` iO3 / no part of the plans may be reproduced without \ / / X - ,�0' the expressed written consent of the architect. ' EXISTING � — 18 STONE WALL -A \ \ 2 \ \ Drawing Status . PROPOSED 50 RD Fr Yg SETBgC i \ \ I \ COVERED PROPOSED \ — K DECK UNCOVERED G \ I 1 EXISTING DECK, _ DECK 20'\ \ STAIRS AND BRICK _ \LANDING TO BE 1 \ \ \ REMOVED / STEPS \ \ . \\ PROPOSED ----- — — — \ I PERNAI SET \ ADDITION I o PROPOSED 2' \ i\ \ FIREPLACE ( 12' 1 0' 22' EXISTING LIVINGRAISE \ \PROPOSED � \\ \ ROOF XISTING TWO SPACE TO BE� CONVERTED TO EXISTING \ \ TORY HOME TO � SCREEN PORCH DRIVEWAY zASPHALT \ EXISTING E RENOVATED � \\ LANDING AND F.F.23.0" I \\ / I o Dates \ STAIRS TO BE\ I I V, \ REMOVED \ ITR PROPOSED \ �4� 0 2/4/26 Permit Set rn COVERED PORCH, N v' I �_ I\I I I I I I I STAIRS AND / O O X X X— X X WALKWAY N '- - �' _ " 2' I , ^ I I O 63-3� - � , / i I" 1l T PROPOSED 4'TALL / \ �J O I I 45' F _ //�� ll I - O I I PROPOSED I '� -\ U RETAINING WALL 71, 3" I O O PROPOSED 8' I UNCOVERED 1 TALL DEER DECK �� _ i�� 16, 0, 1 I m 124 FENCE PROPOSED STEPS EXISTING I _/ DETACHED I _ CT \ EXISTING LANDING, ���� GARAGE TO BE I ' \ DECK,STAIRS,BRICKWALKWAY AND STONE RENOVATED I , 1 WALL TO BE REMOVED �,} 1 \\ �/ / � No. Date Description II I I \\ X � 18' m p DI \ Lx x x f X x —x —I / Project X Proposed / Z \) PROPOSED 8' TALL 11 I // r- / FENCE R / / 20' / Xl Addition & x z _ f , x l Renovation 1 \\ I 1 3XX10.3" / I co SRHAEDE�/ I N EXIST. \ \ — - -� For x 1 8.4'X11.3" \ — _ _ _ [� W 117'-81" FRAME \ _ - - — _ - - - - - - - - _� 22' I __ L SHED \ —� \ l XSusan I \ X Newman & II \24' 4- HAl1LINlFEN�E—X x II x -x -�` W I Lew Wyman LU 20'-6" X -x M I I 250 Naugles Drive X �Y U II II I w xz N x Mattltuck, NY 11952 IX z� 1 EXIST z 24' I Jurisdiction II LL g0'X100' X= X TENNIS v I Xo x Town of Southold Zx x ZI COURT �X PROPOSED 8' 1 Suffolk County Ix\ UI XW TALL DEER 26/ FENCE II \\ 0" �28' I Drawn By: J ' F.D�E\ x-- x x _— _ �30' M.D.LU I \ , 1" X— X— 4h1A11`�-►NKE N = Checked By X 2 2 x— x E)C - .�` t M.A.M. — 23 5 .60 Job No. F PJ t I \ C x x� 2549 x_. � --�� �— $�47 3011 Sheet Title S7 site , an Site Plan _ .1 = 20• plan north , Sheet Number: ABBREVIATIONS AND LEGEND VF PLACARD CODE DATA SHEET INDEX BUILDING DATA NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, *2025 RESIDENTIAL CODE OF NYS Sheet No. Description FLOOR AREA BREAKDOWN ACQ ALKALINE COPPER QUATERNARY FTG. FOOTING PT-SG PAINT, SEMI-GLOSS SHEEN PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER e ENERGY CONSERVATION 2025 ECCCNYS ACT ACOUSTICAL TILE GA GAGE, PKT POCKET CONSTRUCTION •IN RESIDENTIAL STRUCTURES C-1 Code Data Floor Level Existing Proposed Total AL ALUMINUM GALV GALVANIZED P.S. PEDESTAL SINK (in accordance with Title 19 NYCRR PART 1265) e STRUCTURAL & LATERAL DESIGN : 2025 RCNYS Building Data ALT ALTERNATE GFI GROUND FAULT INTERRUPT QT QUARRY TILE TO:Town of Southold Cellar Level (finished) 506 sq.ft. 506 sq.ft. AFF ABOVE FINISHED FLOOR GL GLASS RAD RADIUS OWNER OF PROPERTY: Susan Newman and Lew Wyman e PLUMBING : 2025 RCNYS Scope of Work ASF ABOVE SUBFLOOR GWB GYPSUM WALL BOARD REQ'D REQUIRED SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): •e ELECTRICAL : 2023 NEC, NFPA 70-2023 & 2025 RCNYS h 1 A.S. ALUMINUM SADDLE GYP. BID. GYPSUM BOARD REV REVISIONS REVISED REVISED Lot Description First Floor Level 2,427 sq.ft. 31 sq.ft. 1,805 sq.ft. M i GP" GEORGIA-PACIFIC RM ROOM 250 Naugles Drive, Mattituck, NY 11952 A.P.B. ANTHONY POWER BEAM *MECHANICAIL : 2025 RCNYS BRICK COURSE(S) HC HOLLOW CORE R.J. ROUGH JAMB SCTM#1000-99-05-02 G-1 Building Code Minimum Standards co ex. living space B.C. HDW BOARD 0) to be converted BD HARDWARE R.C.N.Y.S. RESIDENTIAL CODE OF *TOVVN OF SOUTHOLD ZONING CODE DEMO PLANS to screen porch BOT BOTTOM HM HOLLOW METAL NEW YORK STATE PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): (-653 sq.ft.) BLDG BUILDING HOR HORIZONTAL R.R. ROOF RAFTER El New Residential Structure X.1 Demo First Floor Plan Arch itE:� ct B.W. BOTTOM OF WALL HP HIGH POINT R/R REMOVE &REPLACE El Addition to Existing Residential Structure USE: Single Family Detached Residential Second Floor Level 1,338 sq.ft. 67 sq.ft. 1,405 sq.ft. CBB CEMENT BACKER BOARD HR HOUR(S) SAB SOUND ATTENUATION BLANKET Rehabilitation to Existing Residential Structure EX.2 Demo Second Floor Plan I I 97LMainStreet Stony Brook NY 11790 CL CLOSET HT HEIGHT SEC ❑SECTION CONSTRUCT-ION: Wood Frame Platform (un-sprinklered) M 604 sq.ft. HD SQUARE FEET EX-3 Demo Elevations Totals 3,765 sq.ft. 3,716 sq.ft. CLG CEILING HEAD S.F. TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT CLR CLEAR(ANCE) HVAC HEATINGNENTILATING/ Sim SIMILAR PROPERTY REFERENCE ABOVE WILL UTILIZE ENERGY CODE COMPLIANCE METHOD < (-653 sq.ft.) COL COLUMN AIR CONDITIONING SPIR SPRINKLER (HEAD) (check each applicable line): L_ phone. 631 686-6585 0 CONC CONCRETE IN INCH (ES) SQ SQUARE El Truss Type Construction(TT) These pilans have been prepared as per section FLOOR PLANS 0 Attached Garage 604 sq.ft. 604 sq.ft. email. MMacrina@MMArchitectAIA.com CONT CONTINUOUS INT INTERIOR Ss STAINLESS STEEL gred Wood Construction(PW) R4012.1.5 - Total UA Alternative Path by U_ web. MMArchitectAIA.corn Pre-Engineered CMU CONCRETE MASONRY UNIT INV INVERT STC SOUND TRANSMISSION CONTROL uitilizing REScheck-Web Software A1 . 1 Cellar Floor Plan Details These plans are an instrument of service and are CT CERAMIC TILE JT JOINT STD STANDARD El Timber Construction(TC) (se(e attached REScheck Calculations) the exclusive property of the architect. KIT KITCHEN Al .2 First Floor Plan Infringements of the concepts and design ideas CS CORRIDOR SUPPLY STL STEEL IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): 0 Covered Porch#1 73 sq.ft. 73 sq.ft. presented on these drawings shall be prosecuted C.J. CEILING JOIST LAV LAVATORY SD SMOKE DETECTOR Contractor to coordinate and schedule all required to the fullest extent of the law. Copyright 2026: CANT CANTILEVER LVL LAMINATED VENEER LUMBER T.C. TOP OF CURB Floor Framing, Including Girders and Beams(F) iinspections with third party testing agency. Al .3 Second Floor Plan Michael Macrina Architect, pc. All rights reserved, a) Covered Porch#2 435 sq.ft. 435 sq.ft. no part of the plans may be reproduced without CARBON MONOXIDE DETECTOR L.C. LINEN CLOSET TEL TELEPHONE El Roof Framing(R) -Air seal inspection If required) 0 CMD L.C.C. LEAD COATED COPPER -Insulation inspection A1 .4 Deck/Porch Plan U) the expressed written consent of the architect. �Fk DIA DIAMETER MAX MAXIMUM THK THICKNESS) ❑ Floor Framing and Roof Frffamg,), -HVAC duct leakage inspection (if required) SCHEDULES Uncovered Deck 270 sq.ft. 270 sq.ft. DIM DIMENSION T.O.S. TOP OF SLAB DR DOOR MIN MINIMUM TP. TOILET PAPER SIGNATURE: DATE: final blower door test is not required for Drawing Status DETAIL MO MASONRY OPENING TPF TEXTURED PAINT FINISH I A2. 1 Insulation Schedule Details Screened Porch 653 sq.ft. 653 sq.ft. DTL PRINT NAME: Michael Macr'lna AAKitecWc this project as per RCNYS DWG DRAWING MRB MARBLE T.S.P. TEXTURED SPRAY PAINT CAPACITY(Check One eV� [I Owner's Representative Energy Conservation Notes DN. DOWN M.S. MARBLE SADDLE TX TOILET EXHAUST Climatic & Geographic Design Criteria : Table R301.2(1) Roof Deck 320 sq.ft. 320 sq.ft. D.F.U. DRAINAGE FIXTURE UNITS MTL METAL TXF TOILET EXHAUST FAN A2.2 Window/Door Schedule EA EACH MFR. MANUFACTURER TV TELEVISION DIAMETER > Ground Snow Load: 20 psf AREA DIAGRAM CLASSIFICATION EL ELEVATION N/A NOT APPLICABLE TYP TYPICAL Speed: 130 mph ultimate wind speed Plumbing Riser Diagram EQ EQUAL NIC NOT IN CONTRACT TEMP TEMPERED (126 mph actual as per ASCE 7-22) Issued for EX EXISTING NOM NOMINAL TECO JOIST HANGER Interior Details EXH EXHAUST NR NOT REQUIRED T.W. TOP OF WALL REFLECTIVE RED REFLECTIVE WHITE Topographic Effects: No ----------- --------------------------- -flon EXT EXTERIOR NTS NOT TO SCALE U.O.N. UNLESS OTHERWISE NOTED PANTONE#187 U) ELEVATIONS a) Wind Exposture Category: B Construm Oc ON CENTER(S) VB VINYL BASE 17777 --------- EF EXHAUST FAN A3. 1 North Elevation EW EGRESS WINDOW occ. OCCUPANT(S) VCi VERTICAL CONTROL JOINT Seismic Design Category: B FAI FRESH AIR INTAKE OH OVERHANG VCT VINYL COMPOSITION FLOOR TILE A3.2 West Elevation Existing Special Wind Region No > FC. FIRE CODE PART. PARTITION VIF VERIFY IN FIELD Unfinished Cellar FD FLOOR DRAIN P.C. POURED CONCRETE VWC VINYL WALL COVERING Wind Bome Debris Zone Yes A3.3 South Elevation a) FIN FINISH(ED) P.L. PROPERTY LINE WC WATER CLOSET P _77� E A3.4 East Elevation FLR FLOOR(ING) P.T. PRESSURE TREATED WD WOOD 00 Weathering:! Severe Existing = -6 Garage PT-EGS PAINT, EGGSHELL SHEEN WR WATER RESISTANT 0 Dates FPSC FIRE PROOF SELF-CLOSING 0 rn Frost Line Depth: Winches SECTIONS Proposed PT-FL PAINT, FLAT SHEEN 0 FT FOOT(FEET) ZR ZONING RESOLUTION E Finished Space 2/4/26 Permit Set F.J. FLOOR JOIST M Termite: Moderate to Heavy A4. 1 Building Sections A,B (506 sq.ft.) 2/11/26 Construction Set +1 Winter Design Temperature 110F A4.2 Building Sections C,D,E i I Ice Barrier Undedayment Required Yes for Valley's&Eave Perimeters Hi EXTERIOR DETAILS MATERIALS The construction e 1/2" Flood Hazards N/A designation shall e"I", STROKE L--------------------------------------------J "Ir."In","Ivor-to A5. 1 Exterior Details indicate the construction Air Freezing Index 618 classification of the Exterior Specifications BRICK VENEER IIIMIIIR� EARTH structure under section DESIGNATION FOR STRUCTURAL --Fmean Annual Temp. 52.1°F 602 of the BCNYS COMPONENTS THAT ARE OF FOUNDATION PLANS CONCRETE MASONRY UNIT INSULATION -THERMAL) TRUSS TYPE CONSTRUCTION Compionent and Cladding Loads: Table R301.2(2) S1 1 Strapping Details Proposed steps FLOOR CONSTRUCTION,INCLUDING (n . GIRDERS AND BEAMS 0 ZONE 4 18.2 -19.0 and landings Proposed M CY) down to grade Proposed Uncovered Deck STEEL 'PVC' or COMPOSITE MATERIAL ROOF FRAMING ZONE 5 18.2 -24.0 Nailing Schedule Covered Porch#1 (270 sq.ft.) Framing Details 73 sq.ft.) L) i ROUGH WOOD RIGID INSULATION TR" FLOOR AND ROOF FRAMING �2 ZONE 1 16.7 -18.0 J_" No. Date Description STANDARDS AND COD':6 64 F9 I I -CONCRETE C:) Utility Protection Detail -2 ce) ZONE2 16.7 -21.0 FINISH WOOD IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, Project PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, ion Plan Pier Plan C.0 16.7 -21.0 S2. 1 Foundation THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED S2.2 Foundation Details PLYWOOD GYPSUM BOARD TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR �2 ZONE 10.5 -16.0 a) PART 1265. IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE,CONTACT 4 'k; > Proposed o -2 C) Retaining Wall Plan Existing Living Space co ZONE 2 10.5 -29.0 THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER 0 C4 I- _J (2,427 sq.ft.) SYMBOLSLOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. U� - - ZONE 3 10.5 -43.0 STRUCTURAL PLANS 0 a I in Classification: Addition & �2 ZONE 1 10.0 -18.0 S3. 1 First Floor Structural Plan Details 0 rat Alterations Level 11 &S 664n as per sect. CALL BEFORE YOU DIG CD S3.2 ZONE 2 10.0 -30.0 Second Floor Structural Plan Details U_ .6 3 60105.1.2 Renovation detail NEW FRAMED WALL 7 number LL 1111 CD ZONE 3 10.0 -46.0 S4. 1 Roof Framing Plan OR detail r2-*"\ DETAIL EXISTING FRAMED WALL l area _V For A-4 Zone Diagrarns: ELECTRICAL T-sheet 1F�3;)1G`L7GTC-) YOU; rJ11119 � `77'7_ FRAMED TINA number BERSTRAND WALL 17 f: 2 E1 .1 Cellar Electrical Plan 111 2 Susan Electric Power Lines 3 E1 .2 First Floor Electrical Plan REVISION CLOUD Proposed Proposed!Addition Gas,011,or Steam PT 5 El .3 Second Floor Electrical Plan Covered Porch#2 (31 sq.ft.) DOOR C:) 111i CommunIcAWn tines,CATV Newman & STRUCTURAL BEAM Potable Water WINDOW Reclaimed Wirier, IffIgation,Slurry sect. BO 106 JOISTS / RAFTERS Sewers and Drain Llnes wall Z Gable Zone terior 5 5 two-digit (see schedule) KnowMat Lew V1/ym a n 211 WINDOW E:XT. DOOR NUMBER . -sbelow. Temporary Survey Markings Edge Perimeter 250 Naugles Drive A REVISION NUMBER Call before you dig. identification 2 Zone Zone number L Proposed Excavation Mattituck, NY 11952 floor level MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS: Table R301.5 Proposed Addition 211 INTERIOR DOOR NUMBER SMOKE DETECTORN (67 sq.ft.) > Classification: Jurisdiction two-digit (see interior drawings) 12( horizontal USE LIVE LOAD DEAD LOAD a) Additions as per identification ROOF PITCH VICINITY MAP _J sect.-number '7716<--vertical Exterior Balconies and decks 40 psf 10 psf L_ se B0106 Town of Southold floor level 0 Existing Living Space ---------- ABOVE / BELOW HIDDEN Fire Escapes 40 psf 10 psf 0 open to (1,338 sq.ft.) Proposed Suffolk County ROOM NUMBER Passenger Vehiclie Garages 50 psf as per plan LL below Classification: Raised two-digit (see schedule) 'D Alterations Level 11 Roof identification CENTERLINE Unhabitable ATTIICS without Storage 10 psf 10 psf C V as per sect. el floor level 0 ELEVATION (MARKER B0105.1.2 Unhabitable ATT11CS with Storage 20 psf 10 psf 0 Drawn By: �D DRAFTSTOPPING 'IV W r . . Habitable ATTICS; and ATTICS 30 psf 15 psf V/A_36 e6ii M D fl PLAN KEY 2 elevation number _02_5f',s/ _ 4 served with fixed; stairs q I F Checked By: J ROOMS other thcan sleeping rooms 40 psf 15 psf (see plan keyr notes, same sht.) I A7.1 3 INTERIOR ELEVATION M.A.M. 'X, section number 4 sheet number Sleeping Rooms 30 psf 15 psf ,0A _ SECTION Job N Stairs 40 psf 10 psf SCOPE OF WORK o o. 06 �sheet number Guards and Han(drails 200 psf lateral 2549 1 01 10 Guard in-fill components 50 psf Renovate Existing two story wood frame residence Sheet Title Proposed one story addition of living space ROOFS 30 psf 15 psf Proposed second floor addition over existing living space V cove�l ALLOWABLE DEFLECTION: Table R301.7 Proposed partial finished basement eet Striuctural Member Allowable Deflection HVAC ZONE CHART Proposed covered porches ZONE# Air Handier ROOMS INCLUDED IN ZONE Proposed uncovered deck - Legend LOT DESCRIPTION Rafters having slorpes greater than 3/12 with no L/1 80 Proposed steps and landing to grade finished ceiling aittached to rafters. Location Existing living space to be converted to screen porch - Project Data DISTRICT/SECTION / BLOCK LOT : 1000 - 99 - 05 - 02 Interior Walls on(d Partitions H/180 zone#1 cellar Entire First Floor Proposed Roof Deck TOTAL LOT AREA= 72,340 sf Floors and Plast(ered ceilings L/360 (see Manual J) Proposed exterior renovation (new siding, roofing, trim &windows) - Scope of Work All other Structuiral Members L/240 New HVAC system (see attached Manual J) ZONING DISTRICT: R-40 Exterior Walls witth plaster or stucco finish H/360 Proposed Plumbing Work Sheet Number : Exterior Walls - wiind loads a with brittle finishes H/240 zone#2 cellar Entire Second Floor Proposed Electrical Work (to be filed by Electrician) T Exterior Walls - wtind loadsa with flexible finishes H/120 (see Manual J) Rd Ccopprcz Lt, Lintels Supportinig Masonry Veneer Walls L/600 Note : L=Spon Length, H=Span Height GENERAL CONDITIONS CONCRETE GLAZING DRYWALL \ 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations.The following shall be considered BATHROOM WALLS&CEILINGS: 1/2" mold&moisture resistant Equipment Sizing. Heating and cooling equipment shall be sized in accordance with ,1.-4P;, ;I<' P purposes glazing: gypsum board with one coat of with ACCA Manual S based on buildingloads calculated in accordance with ACCA , All codes shall supercede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber, or two thicknesses specific hazardous locations for the ur oses of lazin ,,.,,�= �:_ a. Glazing in fixed and operable panels of swinging, sliding door tape and three coats of spackle `;f '`M ' <'j-Y' the drawings,whether they are indicated on the plans or not. GENERAL b. Two thicknesses of 1 x nominal lumber wrath broken lap joints P Manual J or other approved heating and cooling calculation methodologies.New or J'' 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2"x4"or 2"x6"wood studs at 16 oc and blfold door. g I., , 2 Contractor shall check and verifyall dimensions, notes and conditions Concrete Institute ACI and the 2025 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32"wood structural Hvith joints backed up by SHOWER WALLS&CEILINGS: 1/2" cement board replacement heating and cooling equipment shall have an efficiency rating equal to ( ) at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32"wood structural panels. b. Glazing in storm doors. fiberglass or greater than the minimum required by federal law for the geographic location ' th n tape q notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2" 2'W"on the flat d. One thickness of 3/4 particleboard with joints backed by 3/4 and one coat of set where the equipment ment is installed. and/or field conditions before starting the work.The discovery of of concrete)shall not be less thasn 5/o or more than 7/o. 2-1/2" 2"x3"stud at 16"oc c. Glazing in all unframed swinging doors. particleboard. Manual J&S is required for any new or replaced heating or cooling equipment discrepancies after beginning the work shall be the full responsibility 3-1/2" 2"x4' stud at 16"oc GARAGE WALLS&CEILINGS: 5/8' type-x gypsum board of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 5-1/2" 2'W"stud at 16"oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs,whirlpools, saunas, where noted on plans with one coat of tape and KA i c,4- h .,wa E:� I a minimum of 3,500 psi. f. 1/4"cement based millboard steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle i 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom ELECTRICAL Owner and/or Architect at once. Demolition oir excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum boardM Cn .-ra conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 1. All electrical work shall conform to rules and regulations of the It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. FIRE PROTECTION OF FLOORS three coats of spackle 2023 National Electric Code, NFPA 70-2023 and the 2025 Y\ rch itE:� ct Owner immediately if the occurs. of the form. e. Glazing in an individual fixed or operable panel adjacent to a door Residential Code of NYS. d. Lap top plates at corners and intersections. 1. All floor assemblies are to be fire-resistance ratted with a minimum of 1/2" shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold&moisture resistant 2 The Electrical i 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood,steel, aluminum, plastic, a composite of Any top plates that are cut to fit ductwork, headers, pipes,etc.shall gypsum wall board membrane,5/8 wood structural panel membrane or exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of equipment and wiring shall i e installed a accordance p y Y p pp pp p P P q g g g p p with chapters 34 thru 43 of the 2025 Residential Code of NYS. 97 L Main Street Ston Brook NY 11790 prior to an excavation.An utilities shown on the tans are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap ass specified on tans. equivalent on the underside of the floor framing member. Penetrations or walker surface and it meets either of the following conditions: tape and three coats of spackle Stony Brook location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient equivalent on the underside electrical outlets,lighting,devices, luminaires, 3. Electrical work to be Fire Underwriter's inspected and approved. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2 x nominal thickness. wires, speakers, drainage,piping and similar iopenings or penetrations e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2"gypsum board with one interrupter 4. All electrical outlets in"wet"areas to be round fault ter 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic, or other suitable shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats g P (G.F.I.)type. phone. 631 686-6585 with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be of spackle freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5. Working clearance dimensions around electrical panel to be a email. M Macri nag M MArchitectAIA.com 6. Contractor shall be responsible for obtaining gall required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the minimum of 36"deep x 30"wide x 6-6"high. web. MMArchitectAIA.com from their subcontractors as required by the aulthority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance wvith Section P2904, hinge side of an in-swinging door. The Contractor shall obtain and deliver to they Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D, or other approved equivalent sprinkler system. FLASHING / SEALANTS / TAPES 6. All electrical work to be performed by a local licensed electrician. These plans are an instrument of t ent c service and are f. Glazingin an individual fixed or operable an the exclusive property of the architect. occupancy and/or certificate of compliance. b. Floor assemblies located direct) over a crawl space not intended p panel that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is Ground-Fault Circuit-Interrupter Protection. Infringements of the concepts and design ideas 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided Y for storage or fuel-fired appliances. the following conditionsLocations.shall be considered to be hazardous location: in contact with soil or concrete. presented on these drawings shall be prosecuted o 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60/o of the to the fullest extent of the law. Copyright 2026: over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permiitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil)hidden metal flashing where 1.All bathroom receptacles are to have G.F.C.I. protection. Michael Macrina Architect, pc. All rights reserved, bottom of footing continuous) u to the finished grade line. of the stud, and the hole is not located in the same section as a cut where complyingwith the following: tops of level roofs intersect with vertical wall surfaces. See Ian for the part of the plans may be reproduced without - g y p g g' P P 2.All garage&accessory building receptacles are to have G.F.C.I.protection. the expressed written consent of the architect. 8. Any deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled f.2 The bottom edge of the glazing is less than 18 inches above metal specification. the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40%and up to 60%dhall be doubled with not more than two c.1 The aggregate area of the unprotected portions does not exceed 80 square feet per story. the floor. 3.All outdoor receptacles are to have G.F.C.I. protection. successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys, skylights 4.All crawl space receptacles are to have G.F.C.I. protection. 9. Contractor shall be responsible for adequatelly bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along f.3 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. Drawing Status : all work during construction against damage, breakage, collapse, down straps, basement sashes, crawl space vents, etc. as per plans. the perimeter of the unprotected portion toseperate the unprotected floor; and All metal flashing shall extend up vertically a minimum of 4"from the 5.All unfinished basements receptacles are to have G.F.C.I. protection. distortion and misalignment according to appllicable codes, standards h. Fire Blocking as required portion from the remainder of the floor assembly. roof surface. See plans for metal specificaiton. 6.All kitchen receptacles that serve countertop surfaces shall have and good practice. f.4 One or more walking surfaces are within 36 inches measured d.Wood floor assemblies using dimension lumber or structural composite G.F.C.I. protection. Bearing Walls: horizontally and in a straight line, of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior STRUCTURAL STEEL lumber equal to or greater than 2-inch by 1 0-inch nominal dimension, 7.All laundry, utility and bar sink receptacles that are located within Eft. 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2'x4"studs spaced at doors. See plans for metal specification. The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the following properties: 16"oc of type of lumber specified unless otherwise noted on plans. or other approved floor assemblies demonstrating equivalent fire g. Glazing in guards and railings, including structural baluster panels of the outside edge of the sink are to have G.F.C.I. protection. I m necessary for the proper execution and timely completion of the work. Wide Flange ASTM A992 Fy=50 ksi performance. and nonstructural in-fill panels, regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to 8. Electrically heated floors, hydromassage bathtub,spa and hot tub Issueo f The Contractor shall be responsible for all materials and equipment Angles&Channels ASTM A36 Fy=36 ksi b. If a double top plate of less than(2)2"x is used,floor joists shall be a walking surface shall be considered to be a hazardous location. roof intersections.The flashing is to extend vertically up against the locations are to have G.F.C.I. protection. stored at the job site. Plates ASTM A36 Fy=36 ksi centered directly over bearing wall studs below with a tolerance of 2. Combustible Insulation Clearance chimney a minimum of 4 and let-into horizontal masonry joints 4". I. ' Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". Combustible insulation shall be seperated noit less than 3 inches from h Glazing in walls,enclosures or fences containing or facing hot tubs, 9.All receptacles within 6 feet of the outside edge of a bathtub or Cons 11. The Contractor shall have the buildingdepartment approved plans and recessed luminaires,fan motors and other heat-producing devices. spa's,whirlpools,saunas,steam rooms,bathtubs,showers and indoor or 6. Flash, caulk and seal all'unctions of new roofs walls and shower stall are to have G.F.C.I protection. � � P PP P 1 , any other approved plans and permits on they job site throughout the 2. All bolts are to be 3/4"dia.conforming to ASTM A325,type X. c. Interior bearing stud walls must be sheathed with a minimum of outdoor swimming pools where the bottom exposed edge of the glazing is penetrations,to form a watertight assembly. entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Exceptions less than 60 inches measured vertically above any standing or walking Arc-Fault Circuit-Interrupter Protection. whichever is turned for tightening. fire blocking. Where heat-producing devices are listed for Ilesser clearances, surface shall be considered to be a hazardous location.This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 12. All Contractors and Subcontractors shall be Iiicensed and insured. combustible insulation complying with the listing requirements shall be apply to a single glazing and each pane in multiple glazing. deep shall be solidly filled with a neoprene rope or backer rod. Locations. 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross separated in accordance with the conditions stipulated in the listing. 1.All branch circuits that supply 120-volt, single-phase, 15&20 amp 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM A123&A153. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped outlets installed in kitchens,family rooms,dining rooms,living rooms, techniques, sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. parlors,libraries,dens,bedrooms,sunrooms„recreation rooms,closets, programs in connection with this project. 4. All welding shall conform to AWS code D1.1 'Structural Welding Code' Nailing: and in a straight line,from the waters edge of a bathtub, hot tub, hallways, laundry areas and similar rooms or areas shall be protected by for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' Dates : a combination type arc-fault circuit interrupter installed to provide 14. Contractor to follow all manufacturer's specificaations, recommendations the plans. component and cladding wind loads specified on the cover sheet. sauna or steam room. or approved equal flashing tape.Jambs first then head over jamb tape. protection of the branch circuits. 2/4/26 Permit Set and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a Single-and Multiple-Station Smoke Alarms. manufacturer's specifications, recommendathons and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory, and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the plane of soft flashing pan over the rough sill framing continuously up each side. 2/11/26 Construction Set All smoke alarms shall listed in details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate the adjacent walking surface of stairways, landings between accordance with UL 21 and Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMANVDMA/CSA 101/I.S.2/A440.Exterior side-hinged flights of stairs and ramps shall be considered to be a 11. Penetrations around all pipes,vents, ducts,wires, etc.through ceiling installed i accordance with the provisions of Section R31 0 of the the correct installation of a specified product inoted on the plans. MASONRY doors shall be tested and labeled as conforming to AAMA/WDMA/CSA hazardous location. and floor levels to be sealed with fire caulk-1 36 by Everkem or equal 2025 Residential Code of NYS and comply with the provisions 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. to meet ASTM 136 testing of NFPA 72. - 15. The Contractor shall keep the job site clean, !safe and free of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. j. Glazing adjacent to the landing at the bottom of a stairway where Locations. (Section R310.3) 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance writh either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" Single and multiple-station smoke alarms shall be installed in 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal arc less less than 180 degrees from the bottom tread VENTILATION the following locations: without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: nosing shall be considered to be a hazardous location. 1. In each sleeping room. building permit unless signed and sealed by Michael Macrina Architect,pc 3. All masonry walls shall have'Hohmann&Bamard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 1. MECHANICAL VENTILATION: to be installed continuously at every other course unless specified published manufacturer's recommendations to acchieve the design pressure Local exhaust and whole house mechanical ventilation systems are to 2. Outside of each separate steeping area in the immediate in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple 3"x members: specified. Substitute anchoring systems used for substrates not specified FIREPLACES be designed in accordance with section M1505 of the 2025 RCNYS vicinity of the bedrooms. DEMOLITION! NOTES Through bolt with 1/2"diameter machine bolts at 24"oc by the fenestration manufacturer shall provide equal or greater anchoring 3. On each additional story of the dwelling„ including basements 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: and habitable attics but not including crawl spaces and uninhabitable 1. Prior to demolition,the Contractor shall haves all utilities disconnected. bar diameter, unless noted otherwise on plans. Hearth Slab Thickness 4 min.thickness for hearth extension Exhaust air from bathrooms and toilet rooms shall not be recirculated attics. In dwellings or dwelling units with split levels and without such as but not limited to gas, electric,water;,telephone, cable, etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening requnred: within a residence or circulated to another room and shall be exhausted an intervening door between the adjacent levels, a smoke alarm No. Date Description In addition,the Contractor shall obtain utility(mark-out prior to members are to follow manufacturers specifications unless noted Unfinished basements, habitable attics and eve sleeping room Hearth Extension 8"for fireplace opening less than 6 s ft. direct) to the outdoors. Exhaust air from bathrooms,toilet rooms and P p P rY P 9 P P 9 q� Y installed on the upper level shall suffice for the adjacent lower ML-���� commencing demolition or excavation. ROUGH CARPENTRY on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12"for fireplace opening greater than or kitchens shall not discharge into an attic, crawl space or other areas level provided that the lower level is less than one full story emergency escape and rescue opening.Where basements contain equal to 6 sq.ft. inside the building except for ductless range hoods. Project : Hearth Extension 16 2. Demolition work shall be done in strict conforrmance with local, state 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms, an emergency escape and rescue below the upper level. "for fireplace opening less than 6 sq.ft. 4. Smoke alarms shall be installed not less than 3 feet horizontal) and federal regulations., including all permits and utility disconnects. opening shall be required in each sleeping room plus one in any 3. DOMESTIC COOKING EXHAUST: Y (front of opening) 20' for fireplace opening greater than or from the door or opening of a bathroom that contains a bathtub 2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escapee and rescue openings Domestic cooking exhaust equipment shall discharge to the outdoors 3. The Contractor shall at all times provide protection against weather minimum Fb= 850 and E= 1.4xl 06. No SPF lumber may be used standard washers. shall open directly into a public way, or to a yard or court that opens equal to 6 sq.ft. through a duct.The duct shall have a smooth interior surface, shall be or shower unless this would prevent placement of a smoke alarm Proposed (rain,wind, storms,frost or heat)so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20" min.firebox depth airtight, shall be equipped with a backdraft damper and shall be required by Section R310.3. equipment and fixtures free from damages. Repair any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. independent of all other exhaust systems. Ducts serving domestic When more than one smoke alarm is re Addition & Exception: Thickness of 8"where firebrick lining is used required to be installed within an property of the Owner which is to remain in use. Basements used only to house mechanical equipment Wall of Firebox g cooking exhaust equipment shall not terminate in an attic or crawl individual dwelling unit the alarm devices shall be interconnected in 4. Contractor to provide all necessary temporary supports as may be Distance from top 8"min. space 3. All exterior lumber to be preservative treated 3. For sill plate anchors, see details on plans. ace or areas inside the building. ■ not exceeding a total floor area of 200 square feet. such a manner that the actuation of one alarm will activate all of the R e n oust I o n required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: of opening to Throat Exception: alarms in the individual dwelling unit.The alarm shall be clearly audible in structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. 6. Operational constraints and opening control devices: Where installed in accordance with the manufacturer's instructions, all bedrooms over background noise levels with all intervening doors closed. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys,tools or special knowledge. 2. Factory Built Gas&Wood Fireplaces and where mechanical or natural ventilation is otherwise provided, 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing Factory-built fireplaces shall be listed and labeled and shall be installed listed and labeled ductless range hoods shall not be required to Combination Detectors. a minimum E= 1.9xl06. on wood. Length of lag bolts shall be a minimum 2/3 depth of Window opening control devices complying wiith ASTM F 2090 shall be in accordance with the conditions of the listing, and shall be tested discharge to the outdoors. Combination smoke and carbon monoxide alarms shall be permitted For 6. All existing ductwork, electrical components, etc. in areas to be members being bolted together. permitted for use on windows serving as a required emergency escape in accordance with UL and rescue opening. Emergency escape andl rescue openings shall 127. to be used in lieu of smoke alarms. demolished shall be protected and relocated)as required according 6. SHEATHING/SUBFLOOR S specified in thiis section. Source. 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: to field conditions. • Each plywood sheet shall bear the'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed have minimum dimensions as Hearth extensions of approved factory-built fireplaces shall be installed Unless specified otherwise by the HERS rater consultant,the whole Power - All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. in accordance with the listing of the fireplace.The hearth extension house ventilation system is permitted to utilize a bathroom exhaust The required smoke alarms shall receive their primary power from Susan P Yw 1 99 9 PP 9 7. Minimum opening area: g P the building wiring when such wiring is served from a commercial source, 7. Contractor to provide dust-tight partitions bettween areas where center lines of framing members. shall be readily distinguishable from the surrounding floor area. fan to run at a continuous rate of 90 cfm as per table M1505.4.3(1) 9 9 9 Emergency and escape rescue openings shall)have a net clear and when rims power is interrupted,demolition work is being performed and arears which are finished or - Nails shall be placed 3/8"minimum from the edge of the sheets. primary p pted, shall receive power from a W m n opening of not less than 5.7 square feet.They net clear opening e Y Y a in use. The minimum nail penetration into framing members shall be 5. VENTED ATTICS: battery.Wiring shall be permanent and without a disconnecting switch P g FIRE BLOCKING / D RAFTSTO P P I N dimensions required by this section shall be cobtained by the normal g P g 1-1/2"for 8d nails and 1-3/8"for 10d nails. operation of the emergency escape and rescuie opening from the inside. INSULATION For air-permeable insulations in vented attics, a baffle shall be other than those required for overcurrent protection. Smoke alarms 1. DRAFTSTOPPING REQUIRED: installed adjacent to soffit and eave vents. Baffles shall maintain an shall be permitted to be battery operated when installed in buildings The net clear height opening shall be not less than 24 inches and the p ►Y P 9 I SUBFLOOR: 3/4"rated plywood (48/24) When there is usable space both above and below the concealed space 1. Foam Plastic(spray foam)insulation shall have a maximum flame opening equal or greater than the size of the vent.The baffle shall without commercial SITE WORK EXCAVAIT I O N to be glued&nailed to each joist of a floor/ceiling assembly, draftstopping shall be installed so that the net clear width shall be not less than 20 inches. spread index of 75 and a maximum of a smoke developed index of 450. extend over the top of the attic insulation.The baffle shall be power. Lew Wvman 9 J 9 Y 1. Contractor shall locate&stake out all existinig underground utilities area of the concealed space does not exceed 1,000 sf. Exception: permitted to be any solid material. Carbon Monoxide Alarms. (Section 915 of the 2025 Fire Code of NYS) prior to any excavation..Any utilities shown orn the plans are an EXTERIOR WALL SHEATHING: 1/2"exterior grade(CDX)plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shalll have a net clear 2. Foam Plastic(spray foam)insulation shall be separated from the Carbon monoxide alarms shall be installed in the following locations: 250 NaugleS Drive approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas.Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than Vent Clearance: sleeping on eaclh level on which 1. Carbon Monoxide are re in Excavation shall not commence until utility rmark-out is completed. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2 gypsum board,23/32"wood structural panel or a material that Where eave or cornice vents are installed, blocking, bridging and q p g Mattituek, NY 11952 the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of insulation a minimum shall not block the free flow of air. Not less spaces are located,within of the sleeping area. 2. Excavate all areas as indicated in the drawi igs.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire than a 1"space shall be provided between the insulation and the More than one carbon monoxide alarm shall be provided be the minimum depths,rev uired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade CDX plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. roof sheathing at the location of the vent. where necessary to assure that no sleeping area la a story p q g g g ( ) p yw g p 9 9 PP q g is more than 10ft. away from a carbon monoxide alarm. Jurisdiction soil with stable moisture content and non-shiifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade;, it shall be provided with Y soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R3319.2.3. 3. Foam Plastic(spray foam) insulation used in attics&crawl spaces UNVENTED ATTICS: 2. On any story where a fuel-fired appliances and equipment, of poor soil characteristics to the Architect amd shall not proceed with perforated members. shall be protected against ignition using one of the following materials: As per section R806.5 of the RCNYS solid-fuel burning appliances and equipment, Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of a. 1-1/2"thickness of mineral fiber insulation such as'Roxul'or equal fireplaces or attached garages are located. of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. b. 1/4"thick wood structural panels Suffolk County 3. The Architect has prepared the drawing and speifications with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board HVAC Interconnection of Carbon Monoxide Alarms&Detectors: assumed bearing capacity of 2,000 pounds pier sq.ft.and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8"wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board Combustion Air When more than one carbon monoxide alarm or detector is required to soil characteristic of sand, silty sand, clayey;sand, silty gravel and floor framing members.The integrity of all draftstopping shall be In dwelling units,where the top of the sill of an ioperable window opening Soild Fuel be installed within an individual dwelling unit or sleeping area,the clayey gravel(SW, SP, SM, SC, GM and GC)sunless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24"above the finish floor and greater than 72" Ignition barrier is not required when the foam insulation has been alarm devices shall be interconnected in such a manner that the actuation Drawn By: ,FZV-D Aft -, Burning appliances shall be provided with combustion air in accordance with the r__ has been performed as per table R401.4.1(1 )of the 2025 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick-Shield 112'or of one alarm will activate all of the alarms in the individual unit. ; �`? ;,Ey A n:t i} unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply wvith one of following: approved equal. appliance manufacturer's installation instructions.Oil-fire appliances shall be M.D. G�;, �J '�\ be rovided with combustion air in accordance with NFPA 31. The alarm shall be clearly audible in all bedrooms over background noise li� ,, �" 0 � 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings P , n ., , 2\. -�, a. operable windows with openings that will) not allow a 4' diameter levels with all intervening doors closed. + r "l, ;"-; v i 3 feet below finished grade unless noted othrerwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal) and to form an effective fire barrier sphere to pass through the opening where the opening is on its 4. Insulation to be as specified in the insulation schedule and details. Ducts Checked By: ; - ; �;_r j 1 * otherwise on plans. between stories and between a top story and the roof space. largest opened position. 1 , " s�` ! r g p P Duct Insulation Equipment. M.A.M. , � ,.�,_,, 1 A-", 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the 5. Insulate around all window&exterior door rough openings with a low ,� 11. All joist hangers and fasteners that are in contact preservative treated following locations: b. operable windows that are provided withi window fall prevention expansion foam insulation. All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Carbon Monoxide alarms shall be listed, labeled as complyingwith ,3 286,/ Q- J 9 P 9 P P P P PPY ` I} A Z 6. No backfill shall be permitted against concrelte or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. All other ducts shall be insulated to a minimum of R-6. UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and Job No. Rl�� walls without floor framing or proper bracing;as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred 6. Air Leakage labeled as complyingwith UL2075 and shall meet the sensitive testing -- c. operable windows that are provided withr window opening control sensitivity g 2549 damage to foundation walls. No backfill shaill be permitted within a spaces and parallel rows of studs or staggered studs; as follows: The buildingthermal envelope shall be constructed to limit air leakage Duct Sealing g p P P gg devices that comply with ASTM F 2090. The window opening P g and alarm thresholds of UL2034 or CSA 6.19 Carbon Monoxide alarms, � .P minimum of two weeks after pouring.The Cmntractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. The sealing methods between dissimilar materials shall allow for All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be control device, after operation to releases the control device detectors and alarm control units shall be installed in accordance 111111111111111111111111111 responsible for any damage to concrete or rmasonry wall. -Horizontally at intervals not exceeding 10 ft. allowing the window to fully open, shall mot reduce the net clear for differential expansion and contraction. Refer to the air barrier and made substantially airtight by means of fastners,welds,tapes,mastics,gasketing with the R.C.N.Y.S. and the manufacturers installation instructions. Sheet Title : VAJ 13. Wrap all wood girders that sit in a concrete or masonry beam pocket insulation installation schedule. or other a roved closures stems. t 7. All grading to drain surface storm water away from foundation walls with soft flashing to prevent direct contact with the concrete/masonry. b. At all interconnections between concealed vertical and horizontal opening area of the window unit to less tthan the area required Pp Y by section R319.2.1 and R319.2.2. Power Source. General Notes otes at a minimum rate of 5%slope. spaces such as occur at soffit, drop ceilings and cove ceilings. 7. Insulation&Fenestration Requirement by Component Duct Support Carbon Monoxide alarms and detectors shall receive their primary power 14. No structural members shall be altered, omitted, notched, cut or Refer to insulation schedule/sections or details Metal ducts shall be supported by 1/2"with 18 gauge metal straps or 12 gauge from the building wiring,where such wiring is served from a commercial 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of ATTIC / C RAW L SPACE ACCESS galvanized wire at intervals not exceeding 10 feet or other approved methods. source and shall be equipped with a battery backup system that Nonmetallic ducts shall be supported in accordance with the manufacturers automatically provides power from one or more batteries when primary the run. Enclosed spaces under stairs shall have walls.under-stair surface - Building Code 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for amy attic areas that exceed CLOTHES DRYER EXHAUST installation instructions. power is interrupted.Wiring shall be permanent and without a of bridging at every 8 feet of span in floor, attic and flat roof framing. 30 sf, and have a vertical height of 30"or moue.The rough framed P p g p Requirements The bridging shall consist of not less than 1"x3"lumber set diagonally d. At openings around vents, pipes, ducts,cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway 1. To be installed as per section M1502 of the 2025 Residential disconnecting switch other than those required for over current protection in each direction and double nailed at each end or equivalent pre-fab and floor level,with an approved material to resist the free passage or other readily accessible location. Where tine access is located in a Code of NYS. Duct Separation D RYWE L LS / SANITARY SYSTEM metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in tthe attic space shall be Ducts shall be installed with at least u separation from the earth except where Listings - 1. Drywells are to be located as per the drainage plan and shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. they meet the requirements for underground duct systems. Carbon monoxide alarms shall be listed in accordance with UL 2034. of concrete leaching rings(size as per plans))with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Drywells shall be set in clean sand soil a miinimum of 3ft above beam and/or column with similar post material as specified on tans. chimneys ass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to uncconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed Ducts located in garages and ducts penetrating the walls or ceilings seperating the ryw y P P P Y P P P Combination Alarms. ground water. Drywells are to be wrapped wi-ith landscape fabric to securely fastened in place.The fireblocking of spaces between as attics and crawl spaces shall be weatherstrripped and insulated to a of metal having a minimum thickness of 28 gage.The duct shall dwelling from the garage shall be constructed of a minimim No.26 gauge sheet Sheet Number: prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists, beams or headers shall be self-supporting level equivalent to the insulation on the surrolunding surfaces.Access be 4" nominal in diameter. metal or other approved material and shall not have opening into garage. Combination carbon monoxide/smoke alarms shall be an acceptable than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing alternative m carbon monoxide alarms. Combination carbon monoxide/ 2. Drywells are to be connected with a min. of 4t•"dia. PVC sewer pipe to 1/3 of the span. Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent barffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed smoke alarms shall be listed in accordance with UL 217. each downspout leader unless noted otherwiise on plans. 1/4 the depth of the member. Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installled,the purpose of which 35 ft. from the dryer location to the wall or roof termination. than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from spilling into the liiving space when the attic The maximum length of the duct shall be reduced 2.5 ft.for eachUMI 3. Proposed sanitary system is to be installed ais per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened, and to provide a permanemt means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum Department of Health Services code and as 1per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulatiorn. length of the exhaust duct does not include the transition duct. DRAWING REFERENCE NOTES remove existing window/door/skylight remove existing plumbing fixtures ' remove existing kitchen cabinets and appliances NA i C h .,va remove existing washing machine/dryer r i n .--a- � C remove existing fireplace and chimney completely A rC h i te C I� remove existing staircase, landing and railings completely 97 L Main Street Stony Brook NY 11790 remove and replace existing staircase, landing and railing in phone. 631 686-6585 existing location email. MMacrina@MMArchitectAIA.com F-T;- - - --r --- r-- „ ; we MMArchitectAlA.com remove existing framed walls(see floor plan) These plans are an instrument of service and are the exclusive property of the architect. remove existing111n OIStS,tem support structure above prior Infringements of the concepts and design ideas \/ to removal ceiling 1 p pp presented on these drawings shall be prosecuted ,�� �` f ii to the fullest extent of the law. Copyright 2026: / J Michael Macrino Architect, pc. All rights reserved, 4jL__t f_-____ ___ __ �Si_____f�__J L� Y remove existing deck/landing structure completely including no part of the plans may be reproduced without 9 9 P Y 9 the expressed written consent of the architect. K Sri--`--f--`-- ---- --'--f railings, decking,floor joists, posts, beams and piers I ---------- ----- „ ; r- =-, remove existingwindow well below for new deck structure Drawing Status (see deck/porch plan) n I f' ; ;; / ; ; remove existing load bearing wall, A temporarily support structure above prior to removal 1 I A A A A A A I 1 /I I r - _ ____________ ------------------ ----\,--.. --\-"-- j Existin / I� existing floor joists to remain Issued existing 9l-`- - ' r ------- -- \' r closet ii Powder':, # q (ffIr' Room --�--�' � ' , � ; '� �; I existing ceiling joists to be removed ,' I L=J C n st C �IO11 I LI_--�� I i I I I I 1 I `; '1 \} Il `;7, ; -- �; , Existing ; 1 X 1 \ 'J 1 I '>, -- -- .� I A -__`-_-' Bathrm. remove existing load / ;; B _ bearing header, �\ y r J I'--t ----�'I %� ' 1 III ,r -�___- g Existing I d f\ 1 I ---- temporarilyEx ng ------- Existing 1_ J ___1 /1=_ o remove existing bay completely including,floor joists framed 'r---__�-J ' I I ,I I ------- ----- ------------ �k' ___________� ---- h - su ort --- ____- I I Existing _ _-----_; PP ----- ===== ---- walls,windows, ceiling joists and roof rafters �1 ------- ;Mudroom ____--___-_____ __________ structure above 1 I' \ --- ---; I -----------„-- --------: B o removal ' Bedroom #2 -�" prior t existing ceiling joists to remain .� Bedroom #1 {_-_______� ; ; H - 9 91 J H q \\ ✓ � \� _ _ ---------- -- ------- E I ' existing porch roof rafters to be removed L________________ existing ------------------------= Dates H g `, o existing H M ------� -- ;' �� closet ��, laundry ___________ -------------- 2/4/26 Permit Set -----,I I II ' ; I - � closet I existing existing roof rafters to be removed I A , , Ili 1 1 1 II I II I 1 1 I I ; C ! existing ! ii --------------------- --------4 ---------J ---, - -, closet - r-------------------- 12� `-{ '----------' j i i closet „ ;; __ J ------------------------------1 I II 1 I � " ;; II A I1 .I A ; ;--- ! i i existing roofing to be removed and replaced 2/11/26 Construction e L -- ;; -- EXIStIrI existing existing ; ' -� ; ----- H I H I i! cellar stair �' �- - - ✓ iI closet `., Hallway to remain I __f i +;�L i i existing fascia/rake board to be removed and replaced l/1- , v Existing M - -- --.I - �J ------------J ---1, I� C_ _C -__--------� Existing i , i i ;� ---------- - -- --- , ------ -------- i Bathrm.- Kitchen ,r---,---,---,---,--_; ---- ;� ;� �------ - _ ;-------" --1 I; existing siding to be removed and replaced A] to be ; ;; ; h H I------ -------- U removed removed ____ 1 I I I-----------_-_--_ _____________________________________ H ,I - .' I ----_----- r ; J' ! i existing ------ ---------- closetILL_ C h - -------- No. Date Description , II 1, H �� 11 �� ' ; I ' Existing 'II I I 11 ;,, I I I L--------------J ' �11; `—' _., Project r ;�--- - �,� 'I❑ CI; A 'III u; 'I ; ' ✓I/I , ;� - __.1 LivingI VVV��^111 Existing Existing Kitchen - ='ir GENERAL DEMOLITION NOTES Proposed I - ;r Room M f _;1 ---------- existing open Addition & Great to above 1. Demolition work shall be done in strict conformance with local, state Room C N„ and federal regulations, including all permits and utility cut-offs. _ Renovation to be I �______________________��5=_=_________________� 2. The Contractor shall at all times provide protection against weather --� removed Existing remove existing load ---� ------------- - �i !ji (rain,wind, storms, frost or heat)so as to maintain all work, materials bearing header, I i;i equipment and fixtures free from damages. Repair any damage to temporarily support i[---remove existing load A Dining P Yijl; property of the Owner/Client which is to remain in uise, or that of any For structure above H t bearing header, person, or persons on or off the site caused by the demolition work Room prior to removal I, , temporarily support without additional ex ense to the owner. prior to removal structure above P remove Platform E 3. Provide all necessary temporary supports as may be required to Susan shore all existing structures prior to the installation of new structural Existing ;% elements required by the demolition work shown hereon. r i ,, � , 1 Breakfast �,��,' ii ;; ,y ��, ---Jti 4. Any and all conditions not shown hereon and uncovered in the field Newman & ���� ii r f ; y'Q shall be brought to the attention of the Architect immediately, prior to II II li ;� II ' `� ii \ ''' ii ii \ ' ; Nook �✓�'�, ii �, ii '���;��, any action involving same.I I , 11 II II II � II I ✓ `'% II II 1, t' I I I ______________J______________ ___________� +____-_________--________ __-__�____�__________ �___ �____________�__ ______________ ______________L�J__________________ LewWyman _________ ___ _ _ -------------�-- ---------- -------- -------------- ---.- -------- - - -,---- ------ ------V----- ---- -_____-___ ----- --- ;-------� --- -----y-----}------ ---- ------ ----- - - - existing elements to remain, hall be protected during demolition. iT h1 1=1 ;�' I�J. hJ ✓ L^��� ' lJ, ' \ ` / ;\ N / . ; \ , , , [ \ '` Proposed,, . Il I 250 Naugles Drive \ r \• i / / ",j\ '-� A \;; 6. All existing ductwork, electrical equipment, etc. in areas to be \ 1 \�/ 1 /� Y ,., r �/ \ / Addition.. �� ,. \ til \ / \ , \\ \ /`. / / I_____'__, �__.__?`� _ _—_ demolished shall be protected and relocated as required according to"; T ;.; o Mattituck NY 11952 existin g 'i /�ii I I a \'/ \' �\� `/ field conditions. retaining wall \ _ ' ; 7. Provide dust-ti lit partitions between areas where demolition work is see site Ian ;j t===='T < 9 ( plan) .1 r'; \. \� \ / `� ,�\/ / ; Jurisdiction \ ' \ ' \/ \� \ \/ \ \ ' being performed and areas which are finished or in wse. \/ j�. \� \�\ \% \ /`,/\j/ n•.\/l\j' / %*\; \/\'""\,' Town of Southold ''�-----------=--�----_------= ,----�------,ll -_, ," ;, � ,• �\: �\ III Suffolk County L -- - - �k_ -- =- _ ------ --- -- �---� -- z__ _ _____ _________ _______ ____ __ ___ _ ___ _ --___- ---___ -- ___ ---% ---- - -= -- --- --1- tY , J , l ---- - --- - \-"� ----i-1---- --' --------------- Drawn By \" v \ Existing To Be Removed �II, Existing Walls to Remain M.D. V` ----'-`�-- Checked By: Existingload bearingwall to be €i removed (temporarily support ------ ----. --- structure above prior to removal) Job No. }% �';II• -- 2549 Area to be removed \" �✓ Demo First Floor Plan Sheet Title : 'I/4" _ 'I '-O" Area of new addition r 1 Demo Plan plan north L_—_—_J - First Floor NOTES - 1. All fascia/rake boards to be removed and replaced. - 2. All siding to be removed and replaced. 3. All roofing to be removed and replaced. Sheet Number : 4. All windows to be removed. 5. All doors to be removed. 6. All interior framed walls to be removed (see floor plan) DRAWING REFERENCE NOTES G remove existing window/door/skylight ' L^J _ .. remove existing plumbing fixtures remove existing kitchen cabinets and appliances i C V1 -va C� I I� remove existing washing machine/dryer za c,-q- r' n IDremove existing fireplace and chimney completely A rC h i to Ct (�} remove existing staircase, landing and railings completely 97 L Main Street Stony Brook NY 11790 (� remove and replace existing staircase, landing and railing in phone. 631 686-6585 L� existing location email. MMacrina@MMArchitectAIA.com remove existing framed walls(see floor plan) web. MMArchitectAIA.com H These plans are an instrument of service and are the exclusive property of the architect. ❑ Infringements of the concepts and design ideas remove existing ceiling joists,temp. support structure above prior presented on these drawings shall be prosecuted to removal to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, "-'""""- ----` ?------ T no part of the plans may be reproduced without remove existing deck/landing structure completely including the expressed written consent of the architect. .�' remove'existing porch��'�I L� railings,decking,floor joists, posts, beams and piers \ \roof)completely] y ❑ remove existing window well below for new deck structure Drawing Status \> (see deck/porch plan) Q Q remove existing j\\\� roof below A ___ ____ ____ , remove existing load bearing wall, A A A / temporarily support structure above prior to removal - L existing floor joists to remain Proposed- B Issued for B ! ; - Addition ; ; ✓ I \ existing ceiling joists to be removed , „ ' .. ----;j-1--------�l r--------1 1 ; i �I , I A NCo .c-------------------------------T --------------------- I I I I I I I S I u C I O n I i - ---_-_J /I i i ; , I I 1 ii � \ cut back existing ceiling joists to ; ; ; ! ', B \ remove existing bay completely including floor joists framed new framed wall for new raised ; L WLta____ti LF�, ,I ; ❑ ; `__, L=J walls,windows, ceiling joists and roof rafters ceiling ht. (see struc. plan) r--- - Existing Exiisting I ' Balthrm. ; Bathroom r_____________ H existing ceiling joists to remain ' , ; ; B '; �`________-� 1 Existing Existing H I L H Bedroom #3 �':;, existing F--------i ' `1-- !;y r, existing porch roof rafters to be removed Dates R___ ; '�� ° F. closet ii;; }_{ R --------- ;; B ; ;existing A "--", ni ❑ I ; linen ❑ ;ii; ; B ; ; 2/4/26 Permit Set J ;existing ;; �, ❑ existing roof rafters to be removed x ,llinen �- --- --- --------- -------I------------------ -------=y 1 2/11/26 Construction Set AEI j existing roofing to be removed and replaced 11--' H A ❑ I; ❑ L I I I C 1 existing roof � � ;; ;; � r ; stucture to remain P i existing fascia/rake board to be removed and replaced ------------- Existing ; , ;I� ;;;i ng -�-------------� --�---------7---G------ ---- - ---]�], -may I III _ __ _ _ ______________ _________� I'; III, 1�1 I 1 IBC___C__S__J=__J=__T___T__-�___3_ _1___1_]II ,I I 11 I, 11.____-_ -_____ I ___ ___ ___ ___ __ __ __ ___ _ ___ _ XIS I ' Lr-_-----r--- r-- r- -- -- --,- r; i i existing siding to be removed and replaced I Existing ----- ❑ u ; III 1 I I I I I I I I I I Hallway �—Proposed��' __ ______ I Addition I , I I H H 4i__ __ ________y ; I I I I I ___-- ______________________ �_ ----_-_ 1 I II ❑ 1 1 I I II I I A H existing No. Date Description closet A Project Existing ;I R Open to H GENERAL DEMOLITION NOTES Attic � ' - ; ; ; ❑-- Proposed ,, below - - Existing 1. Demolition work shall be done in strict conformance with local, state Addition & ' Bedroom #5 and federal regulations, including all permits and utility cut-offs. liner new framed wall for j Renovation reference(see floor plan) I ; ; � ; 2. The Contractor shall at all times provide protection against weather (rain,wind, storms, frost or heat) so as to maintain alll work, materials r remove existing dormer equipment and fixtures free from damages. Repair any damage to Existing i ; �—I j�� completely including framed ; i property of the Owner/Client which is to remain in use, or that of any For walls,windows and roof rafters person, or persons on or off the site caused by the demolition work Bedroom #4 without additional expense to the owner. 1 , 1 , IV 1 I , , ; I ' I Susan 3. Provide all necessary temporary supports as may, be required to ' N shore all existing structures prior to the installation of new structural existing roof ; ; remove existing ceiling H elements required by the demolition work shown hereon. structure to remain j ; ; L joists back to new framed -- - -- 'ti E 4. An and all conditions not shown hereon and uncovered in the field - �_- _ , , . L���\�-❑ y Newman & wall (see stuc. plan) �. -�-'L, - -�` -- , J L shall be brought to the attention of the Architect immediately, prior to any action involving same. h �: Lew man Y Ill�lflfr ____________ _____t==---___,rfrTzzlll_1�--- - �IIIl��ll _-______-____W_----______-_- IIIII� Ilf \ �� r \\\' Wy 5. All existing elements to remain, shall be protected during demolition. ,/� i 6. All existing ductwork, electrical equipment, etc. yin areas to be 250 Naugles Drive demolished shall be protected and relocated as requiired according to Mattltuck NY 11952 , ;� , •\ r � � � ;� /;; \ field conditions. \ ` remove exlstin orch ' ! 7. Provide dust-tight partitions between areas where demolition work is g P / / / '; Jurisdiction roof completely / being performed and areas which are finished or in use. Town of Southold / LEGEND Suffolk County -------- --------1--- ---�--- --�--- --- --------- - ----L------- ---�---w- 1----=---1--= ---1--- -- --- - - --------------------- -------1-- -------- -------- ---1------ -------- -------------- ------ --- ---�-- Existing To Be Removed --------------- ------_-------_ Drawn By: c;'•Ez.F D AF�C�•\ Existing Walls to Remain M.D. {{ �� Checked By: Existing load bearing wall to be jjllllJ Iv Demo Second Floor Plan g g M.A.M. Iremoved I *__ .. .. .. t ucture above pr olr tou em val) \�\•('�' rr `i 7_f pport -I \' f 9/,4 = -1 O Job No. plan north 2549 Area to be removed Sheet Title Area of new addition r 1 Demo an - Second Floor NOTES - 1. All fascialrake boards to be removed and replaced. - 2. All siding to be removed and replaced. 3. All roofing to be removed and replaced. Sheet Number 4. All windows to be removed. 5. All doors to be removed. 6. All interior framed walls to be removed(see floor plan) M2 remove siding and prepare for DRAWING WING REFERENCE NOTES .A:. remove existing window/door/skylight ,: g roof rafters to be cut roof rafters to be cut roof rafters to be cut T >'?:� ` T back to new bearing back to new bearing back to new bearing wall see strut. Ian wall see strut. Ian remove existing plumbing fixtures ( plan) ( plan) wall (see struc. plan) S ---- ----- ------- --- -- --- remove existing kitchen cabinets and appliances _ , LJ .',ryyee remove .gam, `�� 61 -- ;, --- `,ti� =TT-=zg_ -T- - -- -- -------------- --- - ,� -, a`z -- -�'- /, e stirs roof to i, "_ _ e dormer roofs 9 ; ', t � - / be moved ' ------- remove - y\ „\}� '-\, remove existing washing machine/dryer \., - �\>_ __ __-�A\��.��Py=� /\ jay'�psve'f!_<__-�_;--_ _______`t .�.../ ,�{( XN !;) ./ 1 },f.'a 4�\l sin^ !Y�\ ,yea /� J!_�__�`�'-i ❑ C �' n II / ± i ss ??ate \, L_ ; �'�•%%}" /\ ,,`\`1 / / _r�=�1 r�---,;��=_= ._ > . ,�:;: `,,,:� � ,�\; - �. \� ��+>, tir_J / ' dormer �� 4�,, ,, completely CV, - ' remove ; -1 I 1 1, /�,� � �;\`;>,e, � remove t' remove existing fireplace and chimney completely ' ,I / �" • P Y ,I j %� / dormer A rC h ' tE�� ct z`-- s- vent E\ I r----1.� completely h ;1, r r.' `\C 11\J Y, I 1'' n 1, Y � / 1, _ 1 �\/J J L J �. ' \\ S I > tiI�_, II ii/ ' \ \ice i; L_ - -' n ;�i %4., / 'i'L _ ' '' , / k_ / {� = n_ 1 _ r-_r , I I ' 1\ k����"y: / \K � \; / --- -- - ------ -1- --- -- < " remove � 97 L Brook NY 11790 --- -, \/` / �''u'`•�� � �- \;' �w:gig= �. 3 Main Street Sto I„Y I dormer -}4 (� ' F remove existing staircase, landing and railings completely nY _� -_ �__ ¢a_ b�� _4f: completely ! .;` Iy_�__ _1_�. _>_ ���_ _ _ t_ _ ; ; ( _ _ 1 L_11_l>_1__\� �____1_t_�__c/�_/_L\__L>_f�_._�__�'L_ _�° -- --- - _ �t-- } �--�---'s---�---\ ,'� /~ � � _� ' --- ---- Q r r-_ --,T r -"--,-- ----�-� , >- - -� �4'-r==__`==Rr = --- -- '-- -'�_`-*— =�=,-gv'-== ==a'�==� —3= ---- - ->_�_ - _�e�__--L-'-'-- - ----'-'----`- - r 0 _=a,r ==v=;,,r'4_='`�i', ,Ir 1 _ __ ,r__ _ i'fl ir' _ it S� - -- _ i ;, 1 r �,, 1'rr ;,, -_ -- 1 v I p I ,^ . \ IIIY , �_. _ tt, „;I ��I;; _ _,�„; '_�,; , �,_�;-�, ; 1 f., ;,,, 1�, , 11;, �;r;=r��; ; I� remove and replace existing staircase, landing and railing in hone I41 I, A 1 f 1Y I1 111/��� ,,,, . ; ',II' II I I�1 , 1, Iq;i (h;Il� Y111/ '0, 1 I"I �'I 1 , , Ifl- IYI� In�TY`�i; ❑pJ ' V, P 631 686-6585 ,) Y 9'' �' A I '3 A 's A ,�" AA' ].'1 A A ? q //„ existing location' Il k u + II \ IN I I ;1;i 1 n nl 11 IV I n d jJI1� I I ir, �,�y l,�_ ___J , I fl 1 IN t II r� r II �1�1•- - A =_��� � A 'III -_ A III IN� IN I I I,�i �1 / \/ \ / email. MMacrina MMArchitectAlA.com ��, I /'� %., 1' t �L�JfJ �1 1 III I I r 1;1 ' II „ nJ L�[,f�; N ,,1I1 IW., IYI; 11'I '�V,II �,I' ��� (y 1 ------ ' '' 1.91 ''�' ,,, A remove comer ;! III l k rrxnrrrrrrrxni I rl nl web. MMArchitectAlA.com I,1 1 , I A I,t / J� I it 1 IIN. 'II l r l '; Lfl;� `J � 'I.;IIf I Y„ ft nl/' Ail ,t l _./^,I 1;4I 1./>\IbI I I rI'/I 1 /lk lw l'rl f r; (II 19 ; �����` ,,}I r n 1.1 Y Y m I: r rr n9 remove existingframed walls see floor Ian I ,1 I 1 1 1 ^ //I1 �I j ))pjA V SII ,N' I,I I, I,ly�_ III __ 1111 111 11 ,II L 4. �� I,10 ref'-J'�L� �I IIII III_ ;It��'S__�11.,I, , I,A Ii`, NI I;���SIIIIIXI l ,fl 1 I, ( plan) �\ y[ �_�,1]I I _ r" I \ 1 1 1 aT` boards(typ.) f= = 31 =_`vs III __ _ _ -=-_'sYI t __ = 1 Illr NI Ilnll 1pa 1, } IXp111NNYx IIIIIIXI = l -_ =y1 yl ,1 TT I IIIIpI1NN a^, H/�X\/{1 JI�_ _ $ 1 1 ', a 1 � II I l l r, These plans are an instrument of service and are __ n, Il i4 x, 11 nI I y✓tl „ ? ._ V I,�__�. __�x'______n� 11 �/,IYnY a�` rp rp1Y,"�Ll�nn ny�u�,�ur<xJ i �i _ Il;of uiiiieeiiii,yrial�glj,II-- E=a._==__===` - -------- - -- -----===e_=v4r ----____---- _- _ nalil�,_- U1 1 ¢�_____:====w= ==_—t=_ - _ !_______ ______s__-= y F=a_�= _ I,/ __= J 1 "4' ft,gip I;��;��;�F��--_ - - - ; ; �y--_-- �y x�l��,x, ,I I y 4 I��? the exclusive property of the architect. ' � �__� �_ _" _''-_ �- � �L �_1_L_T_<' �l_=�_l_'__�� .- -- --- -- J 1 •• Infringements of the concepts and design ideas !_- --- ---N '; ---` -- 4=--""�-Y` _# -/ p y �gI;; I„I Y, ,� / ; rR- \�.,y�I�II remove existing ceiling joists,temp. support structure above prior presented on these drawings shall be prosecuted fl 1 II ¢ _ _� _ �___# ` iV ,`6=q LJ11 II nf: . 11 Lx �{•—� � J / �_ 11 _ , - ____; , ,, 'I\ i.Sg_�`�'`, / il � i/ u1 �1 (;;# \ l._I to removal to the fullest extent of the law. Copight 2026: r7HJ __-___ } A�—*,�` J ;; ./1 n" - ,� ` _ �; L� -_-_`_�__�__ Michael Macrina Architect, pc. All rights reserved, J ti J _ `_ =_'_ ==4 / Vie` k`� -�' ; ;; eX �L� no part of the plans may be reproduced without exl ti eX __--___' _______--__} remove existing deck/landing structure completely including the expressed written consent of the architect. t; railings, decking,floor joists, posts, beams and piers err remove existing window well below for new deck structure Drawing Status Demo West Elevation (see deck/porch plan) Demo North Elevation _ remove existing load bearing wall, temporarily support structure above prior to removal existing floor joists to remain Issued for existing ceiling joists to be removed .N.,' o n s t l C I O n (�} remove existing bay completely including, floor joists framed s ? L=J walls,windows, ceiling joists and roof rafters Ir j T T existing ceiling joists to remain S , ' remove dormer roofs remove _y5 T 4 r`"---�'---"---'----------- ----=-- ..�;6'' .�`� - -- -- -- Q 9 P vent '�,,�;,_ � existing porch roof rafters to be removed existin roof to / ;be femdvedroof rafters to be NU/' back to new bearing Dates .''\' see lane A v<� g existing roof rafters to be removed 2/4/26 Permit Set E 1 _ -_ -_^ __=____� -- -- ---------- ------ Ian L L _�1 ----' ` --- _ til/.5 X existing roofing to be removed and replaced L , ,II IAIL�nii INI II ;';1 I ; A Ill A S ,` , ' ;. i existing roof to ����' :�=-=_��_�=�_=_F���__I_J�> � - �`� I , remove be removed \ �i remove existing s�' '>.e ___-__-_______ remove comer _ \ em t `�e r T ✓` vent `` existing fascia/rake board to be removed and replaced (see plan) ,, - - - ` - - --' - porch roof ,,�'; boards(typ.) ; Q :r = 9 P --' '.. -u e _ _______.___________- -�-� completely \ ✓ j yye U 1 64 n � y 1 - '�-- -1 Y. .>< r_p____________-___ ` - _ rr- r- 1r 1, I , , r____--1 Ir._-_=_„I t --`I,I rr-__—N I F___��I I F I r= / IF}�I IIr11; I I 1 1 ;y ; l I re Y , llr 1 ; ,; —remove U I,II `�I III - I �} existing siding to be removed and replaced remove corner , I�I ,I;I I,II 1I4,1 TO": lr 1 I lfs311 ;11 III it I I `aIl�I, I Ir ;AI i; , b1 I1 11 1 ,,;, ;I A A 1 boards(typ.) y I '�' A I,R :N IN:: I; II --- --- i s ;I I ;, corn(YP) ; jymA'; sL boards tt nl I IYL____ 1 In 41 L III YI ' ' 4l Itl , 11 , ' A aHY /1 Ilp X 11 I--- q �1,1 ; q 11 ill 11 1 1 I III. J;, ,r,•1I / II L�''I I'�i' � l i 1. L❑❑�� III ;I,' �I ,J III alll II'I XII L' I;I I 1 A A l=A Y=-y , �ft i ,4, Iyl ;'i yI 1 rll I+I I111 I ;I ---------- IN: 1 1 , Irll lfY�lT-1rl; I TT-X If Y-fRFlr1 11,I 1''''\ ;�I'I I I I I"A� rll Y X p 111 n 1 Al 1 Jr 1�`� vn l x II x I n I �'il n N 1 1 1 I Y Y e I , M i 41 __ I y 119I 11 a I r} 1' Nl it tllll A 1 , I�N 1 AI Y N p;n P t IY A p I I I 1 A II II 1 1 a y t` }1 r/l,Y'Iptllllll I J ' IIYnnn An A JQfJ _--// / _L_ L 6�1y la i;n i«N 1 j T`ft \� ' ik�,�`yr e li i'�I 1;e".i \ / �} No. Date Description -L- � iYy�'_�`J 1 N b=3 day 1 i ii ql I == _._, 11 4—*- -4 _ '1 '(r=d J\/ ii .�.;=3 ellya�Il J >� ex. ; t,, �„ ® ® ® ® ® ® ® ® Project : "3 A ® MM-MMM ® GENERAL DEMOLITION NOTES Demo South Elevation ° ®®® ® ® ® ®® ProposedF��-0 ' 1/8" = 1 r—Orr 1. Demolition work shall be done in strict conformance with local, state Addition & and federal regulations, including all permits and utility cut-offs. Demo East Elevation 2. The Contractor shall at all times provide protection against weather Renovation (rain,wind, storms, frost or heat) so as to maintain.all work, materials equipment and fixtures free from damages. Repair any damage to property of the Owner/Client which is to remain in use, or that of any For person, or persons on or off the site caused by the demolition work without additional expense to the owner. 3. Provide all necessary temporary supports as may be required to Susan shore all existing structures prior to the installation of new structural elements required by the demolition work shown hereon. 4. Any and all conditions not shown hereon and uncovered in the field Newman shall be brought to the attention of the Architect immediately, prior to any action involving same. Lew Wyman 5. All existing elements to remain, shall be protected during demolition. 6. All existing ductwork, electrical equipment, etc. in areas to be 250 Naugles Drive demolished shall be protected and relocated as required according to Mattituck, NY 11952 field conditions. 7. Provide dust-tight partitions between areas where demolition work is Jurisdiction being performed and areas which are finished or in fuse. Town of Southold LEGEND Suffolk County Existing To Be Removed _______________ Drawn By Existing Walls to Remain M.D. A- r'C,a�. . Checked By: 2 Existing load bearing wall to be ZL7IIIT M.A.M. . r removed (temporarily support structure above prior to removal) 1�\�X�37 Job No. 2a� i02549 � Area to be removed / ✓��' / Sheet Title Area of new addition r 1 Demo Plan` - Elevations NOTES - 1. All fascia/rake boards to be removed and replaced. - 2. All siding to be removed and replaced. 3. All roofing to be removed and replaced. Sheet Number 4. All windows to be removed. 5. All doors to be removed. 6. All interior framed walls to be removed(see floor plain) FLOOR PLAN LEGEND PROPOSED ADDITION NEW FRAMED WALLS ► TALLER/LOWER WALL = or (refer to sections) ABOVE SUBFLOOR A.S.F. C r n -a B SOFFIT ABOVE/WALL Ak rc h i t(a ct CABINET ABOVE A4.1 EXHAUST FAN (min. 100 cfm to be EF 97 L Main Street Stony Brook NY 11790 _ ____ _ ___ vented to exterior) --------- '—tom; .. •.-- ---_-. . . S.D. _r--------- - - ---i=, S hone. 631 686-6585 C Hardwired/interconnected 0 p q ; i smoke detector email. MMacrina@MMArchitectAlA.com A4.1 i——————————————i A4.2 C.M. web. MMArchitectAIA.com I I Hardwired/interconnected r _____________—y carbon monoxide detector These plans are an instrument of service and are I I the exclusive property of the architect. -------------- I � Infringements of the concepts and design ideas I -------------------------------L L---------------- ----_--___________--_—_-------_______________------------_---_____--__ Thermostat O Presented on these drawings shall a prosecuted � to the fullest extent of the law. Copyrightht 2e 026: ' ® ® ® ® In ® i Michael Macrina Architect, pc. All rights reserved, I I no part of the plans may be reproduced without the expressed written consent of the architect. I I I I ' See sheet S2.1 for I NOTES Drawing Status foundation plan I I I existing ' 1. See sheet A2.1 for insulation specifications. ---------- __—_ I existing I I I I I 2. Install all smoke detectors throughout home as required by ink I I I I I i ' the 2025 RCNYS, sect. R314 and noted on sheet G-1. Issuedfor I I � $eP.11, sheet S2.1 for � i ; i 3. Install all carbon monoxide detectors throughout home as foUn�ation plan EConstruction E I 1 , I , required by the 2025 RCNYS and noted on sheet G-1. I I I � i � A4.2 I I I t45'-8" A4.2 I 4. All dimensions are taken to rough framing. Refer to sheet jd)i > i G-1 for stud sizes. i � Unfinished I i Cellarcc _ 01 ; 3i I INTERIOR DETAIL NOTE i Dates i d o f t8'-11"clg. ht. I21 existing i o,1 I 1 rn� 00 �I , cl 1 i no work to be ►i I 2/4/26 Permit Set performed i I See sheet A2.2 for all typical interior details existing 2/11/26 Construction Set I O II I I t14'-7 " — CO3 i i t31'-3" 1I I I I I N existing 3 WINDOW/DOOR NOTE staircase I I I •N c I I I I I r—I--I— I I I I I I I I See sheet A2.2 for window schedule. I i i i i i i i i CM SD existing M I I I I I I I column -H ex. E.P. I I STRUCTURAL PLAN NOTE C., i existing existingNo. Date Description NeW existing I v i oil tank air I 1 o column i an er Existin Workshop i existing See sheet S2.1 for all structural information. Project g = m oil tank t8'-11"clg. ht. C01 i Storage N i ex. Garage I I N , 3 1 Proposed rn i 1 1.2 i I t8'-11"clg. ht. c i E.P. no work to be 1 i rn �_ C° 1 Existing :X i performed N ti �: LIGHT AND VENT CALCS. AdditionX1 i existing Utility Room E.P & I I I N 1 f15'-1" 24" --- t11'-7" Works Room Area 280 s f Renovation an'r er no work to be hop ..e.. i 1 flooring to I i performed saw cut ex. I Y Y be selected `� I foundation wall to Artificial Light Calculations c c i run boiler flue up new chimney -proposed natural light=2.2% (min. 8%) ' 1 1 i t14'-72" — s , ` : -remaining light requirements to be done by artificial lighting with For t17'-1" ------- --------- t13—7" i t23'—$" = i existing i r — — (9)75-watt recessed downlights(see electrical plan). N vent boiler flue up -(1000 lumens per fixture x 9 fixtures)/280 s.f. = 32.1 lumen/sf b I I I through new Susan I i I o_ iv , g - 1 lumen equals 1 foot candle therefore= 32.1 foot candle/s.f. I i flooring to 1 c I I chimney as per q i I Lex be selected ; +' i i i manuf. specs. which is greater than the min. required 6 foot candles per s.f.:bx lstln — -� ,i m ; i xistin bir___ _� Artificial Ventilation g 1 1 j = 1 i well -proposed natural ventilation=2.3% (min.4%) Newman 1 I , �I iI ; tank D -remaining vent requirements to be done by mechanical D 1 , d 1 I I A4.2 Lew Wvman A4.2 . vend anon. existing wall existing , existing �� •+ ': � t: :• � CO2 C01 fireblocking to code 250 Naugles Drive I 7 Mattituck, NY 11952 , new stacked stone I ; b; window well i i i i 1 .4 ex.floor joists I I I I '1 Jurisdiction C q I , I I I I I I A4.1 I 1 1 I , Town of Southold T See sheet S2.1 for ,1 i A4.1 _ I ' foundation plan ' % 1/2"mold resistant Suffolk County i ; gypsum wall board I � I � 2"closed cell spray Drawn By: ® ® ® ® ® 0 I foam insulation(R-14) - ------------------ -------------------------------------------------------------------------------------------®� M.D. ;G�.,�,"� 1/2"mold resistant Checked By: gypsum wall board M.A.M. B Proposed Cellar Plan r..: 1"air space to stud A4.1 1, Job No. -1/4" plan north r,1F v: 2"x4"studs at 16"oc 2549 4Y2" Sheet Title 1 2 Cellar Plan existing concrete foundation wall existing concrete slab floor new flooring Sheet Number : Typical Exterior All r. Cellar Wall Detail 1/2" = 1 '—O" PLAN KEY NOTES A❑ Custom Shower with: x z -Custom tempered glass enclosure. -Tile over thinset mortar over Schluter-Kerdi DS waterproofing A B C membrane over thin set mortar over Schluter-Kerdi pre-sloped A4.1 A4.1 A4.2 shower tray over thinset mortar over plywood subfloor to be installed by manufactures specs or other approved waterproof pan system (see detail sheet A2.2) i C h --a El� I -Triple 2"x4"curb t71'-4" 24" -Secure the water supply riser from the shower valve to the shower head to the permanent structure. M .-a C r i n ."a t24'-4" t47'-0" - -Shower to be equipped with pressure balance control valves. 3 3, -Surround toa (1 the over 6"cement board. A rC h ' te Ct „ 1" 1" 1„ 3„ �, a, -Shower seat(16"tall x 16"deep where shown on plans). t4-0 t16-22 t4-12 t5-04 t5-104 t4-3 t4-62" t23J' t4'-42" f4'-3" ±7'-24" t7'-24 X v 72"wide 24"d 36"tall vanity filler side. m of screen m of door of door of window of door of door and a� e x deep x vany w er each e. 97 L Main Street Ston y Brook NY 11790 3 of screen 3 and shower bedroom Counter top to be selected by owner. a, door rn c c c C 36"wide x 24"deep x 36"tall vanity with filler each side. phone. 631 686-6585 0) a) Counter top to be selected by owner. email. MMacrina@MMArchitectAIA.com (1) 14"deep shelf set 68"above finished floor web. MMArchitectAIA.com D and metal rod set 2"below shelf These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas EE washing machine to be selected presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: - - - - - Michael M acrina Architect, pc. All rights reserved, - - -- - - - -- no part of the plans may be reproduced without - - - d vented t exterior Ven e O e enor a per the expressed written consent of the architect. See sheet A1 .4 for dryer to be selected a - I manuf. specifications n e _ - deck/porch pan -' - _ - - - ❑ rolling hampers under counter Drawing Status 110 = - - - 109 - 108 _ 107 - 106 -- L _____ -- __ existing wall existingwall ❑ 18 tall x 20 deep bunt in bench - - -- 24 door D F� 441 f6-7� c _ ! pack out - vent to' _ pack out o- - _ exteri0 mo., _ Iss ef0r Passive f10'-10�" - ---- -wall 2" 2 ath o wall 2" 3 M HVAC return 3 rm. #1 ±14'-5�" 2 out 2 - A2.2 A 2 105 _ i _ _ , E r sh La r - - - ---- ~Urtd _ EF - - l o i E Co --% struction_ I See sheetAl . f r I Mudroom _ , „ A4.2 0 1 - _- autom �.•,- - -: - Tile flr. --T _� A4.2 ry FLOOR PLAN LEGEND 111 ;�, Room; _' shit o f10�_7„ :0 pack out o, deck/porch c p a I ex.t8'-1" I H� / 1Y wall 2" +I I cl ht. o ex.-t8'-1" --1 - ----E ex. t8'-T' 2 i 9 N rn - pack out wall 2" +l -clg.ht.__ .+! -- G cig. ht. A2.2 - to align with active ---------- pack I tutflr. -- � --- new 2"x6"wall 1 ! _ LJr - ----- PROPOSED ADDITION F7oU 102 i i _ 2 ---- -- closet to be 1 1 1 J (1)screen o i 2_ I 66' ' 1„ 592" designed b NEW FRAMED WALLS existing wall 1 scre n pane I = 3- others +I +I Dates - I 24"door �°`2 2 - � EF Powde 2 W.I.C. Bedroom #1 !I ------ "D Lo TALLER/LOWER WALL = or 2/4/26 Permit Set t � ------ _ (refer to sections) oori O ❑ 2/11/26 Construction Set T_.._- screen 104 I oex.wall clg ht '- - - 1" 1" `� (Ap continuous sloped t10'-102 t6'-11 3 N linear drain ceiling - ,_ .I _ , _____ ABOVE SUBFLOOR A.S.F. i (see detail) - I r ui 36"min. \'iN �., 3 --�-�- - - 1- existin M R/R -H ! t24'-02" g -H guardrail to 4 104 SOFFIT ABOVE/WALL 1 staircase +! g staircase 24 1" O ! >___ _.:i.____ L_-_�__ � code / t66" 28 z90 . 31 f14-52 CABINET ABOVE _ „ _ c ! N - - - - -- i 32" 52 CM SD � _ 32 101 pack out = o i __ ___I_ _ i i {" wall 2" '`�;= EXHAUST FAN (min. 100 cfm to be EF i Screened , 1LO i s o �- _ I o w U d vented to exterior) i s o o -- I � �r _ Porch I 1. 112 I / = S.D. m --- I 105 9 9 t22 ' �-�, -L - - -'� _ `� ex. t8'-1„ 1 - o I _ �, sink ; ice ref. g. Hardwired/interconnected � i w n '� CI ht. op smoke detector oo vaulted clg. a� __ C, new C.M. 1 ref. pantry pantry align line of second floor above—� ++ Hardwired/interconnected i freezer cabinet cabinetL,�, /, carbon monoxide detector -------- c Ose 32" line of ex.wall 24 No. Date Description ridge beam above � f61" f11'-11" 48 t9'-101" ±14'-51" 181. 52" Thermostat O 2 Project o � see roof Ian � 5� i = i I -------- ---------------- -----P-- ------------------- -------- i ;., 1 -------- --------------------------------------------- -------- I ex.t8'-1" I = ---uv Kitchen I Proposed + clg. ht. o ti I I ► ' ! counter overhang Dining i Pre-fab propane NOTES Livin Addition & _ Room I = g fireplace to be N - new counter T I Room selected. Installed o ex.t8'-1" p 1. See sheet A2.1 for insulations specifications. Renovation _ I I 1 and vented u p o overhang CD 1 N ! --- l . ��sloped a ° cwindow `-----------Island----------------ter on clg. ht. i (see sec.floor tProuer manuf specs s ! :� -, OO , struc. pIan) 2. Install all smoke detectors throughout home as required by ! a� ceiling a = = 36 stove cabinets below I boiler flue ! a) � -L - °O 113 oO oven with I open to the 2025 RCNYS, sect. R314 and noted on sheet G-1. ! 0 T from below 0 downdraft ------ I above M, 1 exhaust I For 5 OD 3. Install all carbon monoxide detectors throughout home as 1" 2 1" 1" required by the 2025 RCNYS and noted on sheet G-1.- 24-02 - 24 48" 10'-0" t15'-7� f14'-52 5 " ,'-) _ Susan icontinuous_ I 18 „ t ; �= o 4. All dimensions are taken to rough framing. Refer to sheet_H ; _ drain _1 G-1 for stud sizes. see 1 - -Illneadetail) D '- - ----- 36"x84" _ Pull i sink d.w. ! d =N i {+ D Newman out -— - screen �' trash N i rn A4.2 rn panels r - -- - -�---- --- -- p � ----� - pane door pane - e;xisting wall ------ 1 1- -------------- --------- ------- _ INTERIOR DETAIL NOTE Lew Wyman -- - - - 1102 -- - - i v a - - � alddition wall i i � ! 250 Naugles Drive ._,�, See sheet A2.2 for all typical interior details Mattituck NY 11952 - i I --- -- - --- --- --- - -- - - -- - - - -- - -- - -- - - - - -- � 103 L - - i - { 1 - - - -- -- - ! Jurisdiction -- See sheet A1_�4 forWINDOW/DOOR NOTE -- I - — -- - — -- -- -- I --I -- - - -- -- -deck/pol=ch plan - Town of Southold - - - - - - - - - S sheet A2 2 f dschedule. Suffolk County - - - - See s ee or window -- - ----------- --- ------------- -------- ---------------------------- - ❑ - �- - -- - Drawn By: D -- -- - -- - - M.D. �C_ \ ------ -- ------------ -- _ C7, Pti q l STRUCTURAL PLAN NOTE Checked By: 51" a, M.A.M. 2 0 = See sheet S3.1 for all structural information. overlap 3 3 3 axi Job No. of screen of screen of windows, sink, I of door and of windows, windows c 2549 door and windows above door above above and ridge 3 1 / l mn a X o m m Sheet Title 8'-0" t11'-72" t12'-10" t15'-10" tT-8" tT-84" fT-84" /V1601r �.' r t55'-112" f15'-42" First Plan t71'-4" A Proposed First Floor Plan B C A4.1 �/4" = 1 '-O" A4.1 A4.1 plan north Sheet Number : m PLAN KEY NOTES ElCustom Shower with: -Custom tempered glass enclosure. ;:_.a, -Tile over thinset mortar over Schluter-Kerdi DS waterproofing ., membrane over thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be installed by manufactures specs or other approved waterproof pan system(see detail sheet A2.2) 111%k A i h -Triple 2"x4"curb -Secure the water supply riser from the shower valve to the shower head to the permanent structure. KA -Shower to be equipped with pressure balance control valves. ■ -Surround to be (1 the over "cement board. Ykrch ite� ct -Shower seat(16"tall x 16"deep where shown on plans). A B C B 48"wide x 24"deep x 36"tall vanity with filler each side. 97 L Main Street Stony Brook NY 11790 bedrooms to be equal size Counter top to be selected by owner. A4.1 A4.1 A4.2 84"wide x 24"deep x 36"tall vanity with filler one side. phone. 631 686-6585 Counter top to be selected by owner. t24'-4" f47'-0" email. MMacrina@MMArchitectAlA.com D❑ (5) 14"deep wood shelves to be painted space shelves equally web. MMArchitectAIA.com These plans are an instrument of service and are f32'-l" f14'-11" the exclusive property of the architect. 1 14"deep Shelf Set 68"above finished floor Infringements of the concepts and design ideas 3 „ „ 1„ „ ( ) P presented on these drawings shall be prosecuted 0 f7-3 f7-3 18" 392 18" t7'-3 f7-8" and metal rod set 2"below shelf to the fullest extent of the law. Copyright 2026: rn Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without 3 3 of window of window of win ow, 3 of window X o ❑ washing machine to be selected the expressed written consent of the architect. and bedroom and toilet and bedroom o 0 patch opening with N 2"x6"studs at 16" center ( — m axi oc and insulate as bathroom in t12 " G dryer to be selected and vented to exterior as per Drawing Status per sch. second floor align with a' ❑ manuf. specifications pack out addition m wall 02 208 207 206 existing wall 205 existingwall align with 25"x54"pull down attic stair to be selected and installed as per existing wal H manuf. specifications. Consult with client for exact location. j x new A �„ new _ ? ! 31- _`� ====_closet= = 5 3� 52== closet N �' Issued r�, En t14'-6" = 2 - 56" 36" 56^------- t14'-6" f O 2 " (equal) ;� (equal) [- 2 �" 51" FLOOR PLAN LEGEND E -H -H N ; ex.t8'-1" a, �,�., 2 A4.2 o new ceiling ed� A2.2 T -- - -- clg. ht. , a o `�" A2.2 new sloped E �// 3 M 2 M _ co "NstruLaiow III n Tile ceiling A4.2 O --- ----------------------rn I I rF - .�- - N Fir. I I 3 - ------------------r____------ PROPOSED ADDITION 209 Tile Flr. o A2.2 r- 1 I 1 l ,^� II A2.2 it o Bedroom #2 M sD i = ;- F - M.I I� I D c t---- Bathrm: _ I I + -II H _ s i new 11'-6" _ '�' _ Bedroom #3 NEW FRAMED WALLS t clg. ht. B 00 B _ TALLER/LOWER WALL or in 17 M H i i shut ff new 1 VI patch opening 31 ❑ 311 clg. ht. (refer to sections) Dates ----------- ------------------------------------------1- --- -----_----____--------- with 2"x4"studs = new 2 2 new = _ ------------------------------------------------------------------------------------------------- j ; at 16"oc N `D linen cl. D 752 linen cl. D `� r7 ABOVE SUBFLOOR A.S.F. ----- new ---- 2/4/26 Permit Set -TIx / •-�N laundry ., r7 2/11/26 Construction Set _ o O closetalign1 SOFFIT ABOVE/WALL N 3 i �p n, N -- -i N with = t4 '-1" I CD � CABINET ABOVE 210 36"min. oo W I o I o0 3 R/R stair in � ❑ 1 v o = Hall ex. location guardrail to-H = SD C +� I--__-------+1J H Loft 204 EXHAUST FAN (min. 100 cfm to be EF 00 code vented to exterior) ' I ex. t8'-1" M i� 1 i 1 clg. ht. folding '= 40"tall x26"long wal = clg. ht. Hardwired/interconnected S.D. patch opening with n r o with stone cap and 1„ +1 i ! 0 counter M temp.glaiss above '�r`,�' 5� smoke detector 2"x4"studs at 16 oc 14 ,9'T) 3 „ �' t13'-52" t14'-51"00 C.M. ±642" f7-1 2 _ Hardwired/interconnected 00 1 +I ex.t8'-1" = 1 i i - 1 carbon monoxide detector clg. ht. ° C I� - 2 new 36"tall wall 00 -H ❑ 'N A❑.-1 M +I Thermostat 0 W.I.C. .-N sD [ - �,�„ ex. t8'-1" Cl) 17„ ' _IBat�Ir ; #3 1 24„ No. Date Description ridge beam above i to be designed clg. ht. HaII "' +I EF A2'2 O i _ 51" see roof Ian by others I I I I �- _ ex.t8I add 2"furring to 182 2 ( plan) ,, 9 Project ---------------------------------------------------------- - 0--- �13 _ ------------------------------------------ ----- +1 I I �., I I— _ g :_ r, accommodate f --------------------- N ! upset flush I l 0 2 f l - 1 Tile Flr. cl h . C14 „ - - - - „.- -2 beam NOTES II II Proposed patch opening with t13'-1�" 52 51r t10'-0 .. 34".: i open to 2"x6"studs at 16" --,-,-- 2 �o N �N 1. See sheet A2.1 for insulation specifications. Addition CX below oc and insulate as �-N I I �N In per sch. +I see first floor P M 52" i i 52" r7 51. plan for exact t13'-1�" 48r t13'-11- fireplace = chimney location 2. Install all smoke detectors throughout home as required by 2 1 1 2 flue from o (equal) I I (equal) - open to below I I the 2025 RCNYS, sect. R314 and noted on sheet G-1. Renovation I I I below t° '_ t E�I�AL pack tout wall °O boiler flue 3. Install all carbon monoxide detectors throughout home as p +1 from below g 2"tm align = ,�,�, required by the 2025 RCNYS and noted on sheet G-1. Bedroom #1 with new r o c I I 2"x�"wall 3 O ' co `6 I I new 4. All dimensions are taken to rough framing. Refer to sheet I ; � � 'al I 3 new sloped\ o i i vaulted clg. G-1 for stud sizes. a� ceiling v o P f 1 " Q a) I I new sloped -H „ 52 Susan aD a) I I g \\' 182 -a�I I ceiling � INTERIOR DETAIL NOTE Newman & I I c 5 - 5 " ° D II D I 1 f31'-2" = t14'-52" 24" A4.2 I I -� A4.2 align with exisitin --------------------------------------------------------------------------------------------------------------------- _____________________________ Lew W man wall below, -\- Zo1 --- --- - E202� Set on - - _ _ _ See sheet A2.2 for all typical interior details- -- -- - - - — _ - VC pan -- - a -iN r iN N 't3 ' --- - --- ---- ---- --- --- - --- -- - — -- - - -h- -N_0 __ to LO `� � I-- --- - --- -------- ---- ---- ------ ------ ---------- ---- ------ ------ ----- -- ---- - `�-- -- align with new 250 Naugles Drive ' - O wall below - - - — -- - - - a I uc , -- M tt't k NY 11952 pitch-._- - - pitch o - EpeDr foot„ \ - _\/ = -_ Roof Deck- _ -= _ -gyp r oot"_- — WINDOW/DOOR NOTE I - - Jurisdiction . - See sheet A2 2 for window schedule o - -- - decking to be - - - - - - o 0 - \ - -a o _ - - - = -- _ o Town of Southold selected -- -- �----- --- ---- c�i - - --- -- - - -- - --- --- 36" In. — see roof deck- -- - - -- a� Q assembly note �3�min. v Suffolk County juardrail to — --- - - -- w - - - - - -- -- code - - - --same sheet - -- u codeil to - -------------- -------------------- ----------------------------------------------------------------------------------- ------- ---- ---------- ----------- - STRUCTURAL PLAN NOTE Drawn By- --- ------------------ siding D,�P�f�; decking , M.D. typical typical See sheet S3.2 for all structural information. gutter gutter building paper i Checked By: t32'-1" rn overlap PDM c M.A.M. 3 (roof deck) align with x o / c^ '/ 1,�12��,.. ° existing wall N a� E.P.D.M. \\ Job No. {� .0 3 g .§ = roofing \�" Typical Roof Deck Construction � 1- 3 N - - \ , / 2549 of window and of door and 52 of wndow, window Maw window below door below overiap below and ridge `a plywood p'fchfo ©\� 5/4"X411 Decking set level Sheet Title : /VY/ t8'-1�" t15'-10" 7'-8" f7'-81" f7'-8�" 4ff 1111 CID2 4 4 �s over tapered 2 x P.T. Sleepers at 16 oc Second Fir. Plan f31'-72" t15'-42" ripped \ o> over pitched EPDM Roofing System (1/4" pitch) P.T.furring f24-4 f47'-0" nailer \ over pitched 3/4" CDX Ply. Sheathing " \; over tapered 2"x furring i/ \\ over 'slope shield' plus SA self adhesive vapor A B retarder (MFR: Vapro-shield) A4.1 A4.1 A4.1 floor joists 3/4'CDX vapor plywood retarder over 3/4" CDX plywood sheathing Sheet Number: Roof Deck Detail over floor joists at 16"oc "Y. Proposed Second Floor Plan 1 -,/2•• _ •—o•• pitch to gutter all three sides 1/4" = 1 '-O•' Al plan north 0 FLOOR PLAN LEGEND q g C PROPOSED ADDITION ;-. A4.1 A4.1 A4.2 ' NEW FRAMED WALLS TALLER/LOWER WALL or 12-0 f13-3" t47-0" (refer to sections) C I 5'-0" 24" 5'-0" 5-0" f7'-3" 12" t45-0" 12' (landing) (steps) (landing) (steps) 3" (porch floor framing) I(deck floor framing) ABOVE SUBFLOOR A.S.F. za C �' t7'-0" f12'-02" 6'-0" t26'-112" SOFFIT ABOVE/WALL A,�� h ' tEEh �� (porch roof framing) (center steps on CABINET ABOVE _� laundry room door) EXHAUST FAN (min. 100 cfm to be EF 97 L Main Street Stony Brook NY 11790 vented to exterior) 36" min.tall S.D. guardrail to exact number of risers to Hardwired/interconnected phone. 631 686-6585 code above new o� N be determined in field o N smoke detector email. MMacrina@MMArchitectAlA.com retaining wall retaining I Q. I C.M. web. MMArchitectAIA.com wall 'n v �� ��, Hardwired/interconnected low beam CD 36 min.tall These plans are an instrument of service and are guardrail to code carbon monoxide detector above(see the exclusive property of the architect. strut. plan) Infringements of the concepts and design ideas d wn 36"min.tall - - - - -- -- -- - - - - - - - - -- - - - - -- -- - --- -- -- - Thermostat O Landing: - - --- - - --- Michael Mto the lacrinalest xArchit Artent of chitect, Allr Copyright reserved, Tpresented on these drawings shall be prosecuted -- uardrail to no art of the Ions may 9 � p p y be reproduced without bluest 3R, 2" ) I code 36"min.tall - ---- - -- --- --- - ---- - Iovered --- -_-- -_- - --- --_ — -- _ - 36"min.tall - E the expressed written consent of the architect. 0 36' min.tall one o o , o guardrail to - -- - - - - guardrail to ! guardrail to pavers to 1 a a _I Landing -1 align post -- -code - - - -- -- - - Dieck - - - - - - - - -- code of code - - �, u, `D 36"min. with exterior - - - - -be s r �' tall guard side of wall - ---- - -- -- -- -- -- - - - - - - -- - - ---- - NOTES Drawing Status . elected °' °' � I -- s D 9a rail to code - - --- --- --- /be selected -- Down 5 - - - Down 5 - - - -- - --------- Down 5- - a align �, ;�, -_ --- 1. See sheet A2.1 for insulation specifications. -- -- - Ul _ _ - ------------ --------------- step F= ------ ------- 24" st --L ep o I _. _. I ---- -- 2. Install all smoke detectors throughout home as required by x1 N M b uest "x6' P.T the 2025 RCNYS, sect. R314 and noted on sheet G-1. Issued fL--),- r step pavers to ora ped o ^ s - z @ rn /4 deckin to I -= 3. Install all carbon monoxide detectors throughout home as YP ) � ConstructionA4.2 n n be selectedt i al io � be sere ed -L i Erequired by the 2025 RCNYS and noted on sheet G-1. pavers to o, 1 I 1= ! . Covered -: A4.2 �, _ : c +I +, o Porch -- - ----I---- o-lected �j 3 i� i w' "' ' ' 4. All dimensions are taken to rough framing. Refer to sheet be se rn o 1 ' d wn Landln 1 ° 36"min.tall i" I ------ 1 2 guardrail to i i a Down 5" ---- ---- ---- I I or stud sizes 3R, 2" > , _ _ ----- See sheet A . i i -- " - 6R 12" I „ I I--- I code ' ' I ( I I o for floor plan 5' o" 24 5'-0" I ----; WINDOW/DOOR NOTE Dates . " 2/4/26 Permit Set ------ � See sheet A2.2 for window schedule. 3 2/11/26 Construction Set o - I � p I ! ! ----- i - -- - - ! STRUCTURAL PLAN NOTE ! i I Existing i - =i Driveway - - See sheet S2.1 for all structural information. i - I 1 � I i ------------------------------------- ! I I ! I ! ! I I ! i i No. Date Description i ! ! ! I Project ---------------------------------------------------------------- I I --------------------------------------------------------------- I Proposed I i -----. See sheet A1.2 Ad d I ton & ------------------------------------i----- i i for floor plan Renovation See sheet A1 .2 r , OO i for floor plan - ------ I o F o r 00 i -- - _ Susan Newman & A4.2 � I I A4 2 - - L W -------------- --------------- w yman � - Down 5" - - -- Down 5"- N I I I 6'x6"P.T_post - - - - -- -- +- - d - -- -- augles Drive 1 I— to wrapped--,------be - --- COVere - - Mattltuc NY 11952 Porch-#2 -- - > I oN- - - - - - -- r 'E - Y4"decking to - t t . - - - - m I ( R,1 T) I C 2 o m be selected m: ' ' - s m i ' `� S E Jurisdiction -- - o N ' ! - /b.decking to - - - - o `o 0 0 0� - -- o I I - - - -- - 1 ber of risers to m - -- - - - - - - 0 o - o v i - - --- - - -- - - - - -� --- D I- e be determined in field `� `�' -- -- - - o 1 o Town of Southold - - - I .. 6"x6"P.T. post 6"x6"P.T. post i 4'-7" 10'-1" 0 0 Suffolk County BBQ I - -to be wrapped - - _ - - _ - - to be wrapped . .. - - = 6"x6"P.T. post I steps 36"min. a „�' -- - r I- ----- - -- --- - - - - - -- -- --- -- -- ---- -- -- railing to ode existing ------------ to be wrapped - ----- --_ ---------- ----------- - ---------------------------- _ _ Drawn B retalninwall --------------- ---------------------- ----------- ------ ------------ - - y: •r,,g � - - � M M M.D. ,_ry r�• �/ low beam above low beam above /i .• `,� 36"min.tall ali n ost (see stru. plan) (see stru. plan) 36"min.tall / '% guardrail to g p r r r1`'' N C) 9 with existingguardrail to Checked B code interior wall align post code y with exterior M.A.M. 51" 5 " side of wall 5 " 1" " 2 1 Job No. 15-4 15-44 " PIES (equal) (equal) 3 2549 t10'-3" t32'-1" (porch roof framing) Sheet Title : UT f42'-7" t14'-8" (porch floor framing) Deck/Porch Plan A Proposed Deck/Porch Plan B C A4.1 A4.1 A4.1 1/4" = 1 '-O" plan north Sheet Number ENERGY/CONSERVATION BUILDING THERMAL ENVELOPE NOTES INSULATION SCHEDULE (thermal envelope) Insulation Moisture Air Barrier House Component (R) Value Insulation Type Thickness Barrier Sealing Remarks 1. These plans are designed to be in accordance with the 2025 Residential Code of 12. Recessed Lighting: Recessed luminaires installed in the building thermal envelope 23. Hot Water Pipe Insulation: Insulation for service hot water piping shall comply with Table R403.5.2 and be applied to the following: u.Typical first NYS and the 2025 Energy Conservation Construction Code of NYS for a climate shall be sealed to limit air leakage between conditioned and unconditioned 1. Piping 3/4 inch (19.1 mm)and larger in nominal diameter located inside the conditioned space. rst floor system assembly R-38 Fiberglass LL (12"T.J.I.floor joists) Batts A For sound attenuation zone of 4A. spaces. Recessed luminaires shall be IC-rated and labeled as having an air 2. Piping located outside the conditioned space. - 12" leakage rate of not greater than 2.0 cfm (0.944 Us)when tested in accordance 3. Piping from the water heater to a distribution manifold. N Typical sec.floor system assembly Fiberglass 2. The interior design temperatures used for heating aind cooling load calculations shall with ASTM E283 at a pressure differential of 1.57 psf(75 Pa). Recessed 4. Piping located under a floor slab. U_ (12"T.J.I.floor joists) R-38 12" Batts A For sound attenuation be a maximum of 72' F for heating and a minimum�of 75* F for cooling. luminaires shall be sealed with a gasket or caulked between the housing and the 5. Buried piping. L interior wall or ceiling covering. 6. Supply and return piping in circulating hot water systems. 0 (y) Perimeter rim joist around first floor R-21 3" Closed Cell 3. All materials, systems and equipment shall be installed in accordance with the 0 LL 7 per I" Spray Foam A M i manufacturer's instructions and the 2025 Residential Code of NYS and the 2025 13. Air-Sealed Electrical and Communication Outlet Boxes: Exception: Cold water returns in demand recirculation water systems. LL I Perimeter rim joist around sec.floor R-21 " Closed Cell Energy Conservation Construction Code of NYS. Air-sealed electrical and communication outlet boxes that penetrated the air LL 7 per 1" 3 Spray Foam A barrier of the building thermal envelope shall be caulked,taped, gasketed or 24. Intermittent Exhaust Control for Bathrooms and Toilet Rooms: r n .a 4. Certificate:A permanent certificate shall be completed by the builder or approved otherwise sealed to the air barrier element being penetrated.Air-sealed boxes Where an exhaust system serving a bathroom or toilet room is designed for intermittent(operation,the exhaust system controls shall include one or more of the party and posted on a wall in the space where the fibmace is located, a utility room shall be buried in or surrounded by insulation.Air-sealed boxes shall be tested following: Exterior walls exterior R-1 4 2" Closed Cell Arch itE�,h c t or an approved location inside the building. Where located on an electrical panel, and marked in accordance With NEMA OS 4.Air-sealed boxes shall be installed in 1. A timer control with one or more delay setpoints that automatically turns off exhaust fans when the selected setpoint is reached. Not fewer than r- (2"XI5") side 7 per 1" Spray Foam the ccertificate shall not cover or obstruct the visibiliity of the circuit directory label, accordance with the manufacturer's instructions. one delay-off setpoint shall be 30 minutes or less. N A service disconnect label or other required labels.The certificate shall list the 2. An occupant sensor control with one or more delay setpoints that automatically turns off exhaust fans in accordance with the selected interiorrr Fiberglass 971-Main Street Stony Brook NY 11790 predominant R-values of insulation installed in or on ceiling/roof,walls foundation 14. Programmable Thermostat: The thermostat controlling the primary heating or delay setpoint after all occupants have vacated the space. Not fewer than lone delay-off setpoint shall be 30 minutes or less. side R-1 3 3-1/2" Batts (slab, basement wall, crawl space wall and/or floor) and ducts outside conditioned cooling system of the dwelling unit shall be capable of controlling the heating and 3. A humidity control with an adjustable setpoint ranging between 50 percent or more and 80 percent or less relative humidity that automatically spaces; U-factors for fenestration and the solar heart gain coefficient(SHGC)of cooling system on a daily schedule to maintain different temperatures set points at turns off exhaust fans when the selected setpoint is reached. N R-21 Closed Cell phone. 631 686-6585 fenestration, and the results from any required duct system and building envelope different times of the day.This thermostat shall include the capability to set back 4. A contaminant control that responds to a particle or gaseous concentration and automatically turns off exhaust fans when a design setpoint is Cellar Perimeter Walls 7 per 1" 3" Spray Foam A email. MMacrina@MMArchitectAIA.com air leakage testing done on the building.Where theire is more than one value for or temporarily operate the system to maintain zone temperatures down to 55' F or reached. web. MMArchitectAIA.com each component,the certificate shall list the value covering the largest area.The up to 85' F.The thermostat shall initially be programmed by the manufacturer with to certificate shall list the types and efficiencies of heatting, cooling and service water a heating temperature set point no higher than 70*F and a cooling temperature Manual off functionality shall not be used in lieu of the minimum setpoint fiiunctionality required by this section. All New Interior Walls 3-1/2" Roxul Batts These plans are an instrument of service and are heating equpiment. Where a as-fired unvented room heater, electric furnace, or set point no lower than 78' F. 0 For sound attenuation the exclusive property of the architect, Exception- Bathroom and toilet room exhaust systems serving as an integral component of an outdoor air ventilation system or a whole-house Infringements of the concepts and design ideas baseboard electric heater is installed in the residence,the certificate shall list I presented on these drawings shall be prosecuted "gas-fired unvented room heater","electric furnace or"baseboard electric heater', 15. Heat Pump Supplementary Heat: Where permitted, heat pumps having mechanical ventilation system. Space around exterior window/door low expansion required to the fullest extent of the law. Copyright 2026: as appropriate.An efficiency shall not be listed for gas-fired unvented room heaters, supplementary electric-resistance,fuel gas or liquid fuel heating systems shall jambs spray foam Michael Macrina Architect, pc. All rights reserved, have controls that are configured to prevent supplemental heat operation when 25. Gas Fireplaces: no part of the plans may be reproduced without electric furnaces or electric baseboard heaters. the capacity of the heat pump compressor can meet the heating load. Where permitted, gas fireplace systems shall not be equipped with a continuous pilot an(d shall be equipped with an on-demand pilot, intermittent ignition or Penetrations around all pipes,vents low expansion spray the expressed written consent of the architect. 5. Insulation and Fenestration Requirement by Component. Refer to insulation schedule. Supplemental heat operation shall be limited to only where one of the following interrupted ignition, as defined by ANSI Z21.20. ducts,wires throughout ceiling and foam fire caulk-136 by ASTM E136 tested applies: 6. Rooms Containing Fuel-Burning Appliances: Where open combustion air ducts Exception: Gas-fired appliances using pilots within a listed combustion safety device. floor levels Everkem or equal Drawing Status provide combustion air to open combustion fuel-lburning appliances, the 1. The vapor compression cycle cannot provide the necessary heating energy to appliances and combustion air opening shall be located outside the building satisfy the thermostat setting. 26. Lighting: All permanently installed luminaires shall be capable of operation with an efficaicy of not less than 45 lumens per waft or shall contain lamps capable of thermal envelope or enclosed in a room that is isolated from inside the building 2. The heat pump is operating in defrost mode. operation with an efficacy of not less than 65 lumens per watt. thermal envelope. Such roorns shall be sealed aind insulated in accordance with 3. The vapor compression cycle malfunctions. Exceptions: 4- Locate ceiling insulation exterior R-21 W Closed Cell the building thermal envelope requirements of Table R402.1.3, where the walls, 4. The thermostat malfunctions. 1. Appliance lamps 0 in roof rafters for an side 7 per 1" Spray Foam o r -value 2. Antimicrobial lighting used for the sole purpose of disinfecting. Riecommended Testing Agency:, Integrity Home 0 unvented conditioned A Issued i floors and ceilings shall meet a minimum of the basement wall R 16. Ductwork Located Outside Conditioned Space: 3. General service lamps complying with DOE 10 CFR, Part 430.32. 0� attic(hot roof design) requirement. The door into the room shall be fuWy gasketed and any water lines Supply and return ductwork located outside conditioned space shall be insulated to an 4. Luminaires with a rated electric input of not greater than 3.0 wafts. Ernergy Assessments: (631)553-1016 interior R-21 5-1/2 Fiberglass and ducts in the room insulated in accordance w'tith Section R403. The R-value of not less than R-8 for ducts 3 inches(76 mm)in diameter and larger and not side Batts combustion air duct shall be insulated where it passes through conditioned less than R-6 for ducts smaller than 3 inches(76 mm)in diameter. Ductwork buried _J Construction space to an R-value of not less than R-8. beneath a building shall be insulated as required per this section or have an equivalent Manual J &S is required for any new or replaced heating or cooling equipment thermal distribution efficiency. Underground ductwork utilizing the thermal distribution (n Window/ Door Type (U) Factor S.H.G.C. Exceptions: efficiency method shall be listed and labeled to indicate the R-value equivalency. 0 Double Hung Windows 0.27 0.27 1. Direct vent appliances with both intake and exhaust pipes installed 0 continuous to the outside. 17. Duct Systems Located in Conditioned Space: 0 Casement Windows 0.27 0.27 For duct systems to be considered inside a conditioned space,the space conditioning TYPICAL INSULATION DETAILS 1�. 2. Fireplaces and stoves complying with Sectiorn R402.5.2 and Section R1006 equipment shall be located completely on the conditioned side of the building thermal 0 Awning Windows 0.27 0.27 of the Residential Code of New York State.. envelope.The ductwork shall comply with the following,as applicable: 1. The ductwork shall be located completely on the conditioned side of the building 0 Hinged Doors 0.27 0.27 Dates 7. Eave Baffle: For air-permeable insulations in vented attics, a baffle shall be installed thermal envelope. 'a adjacent to soffit and eave vents. Baffles shall maimtain an opening equal or greater 2. Ductwork in ventilated attic spaces or unvented attics with vapor diffusion ports shall C Sliding Doors 0.27 0.27 2/4/26 Permit Set than the size of the vent.The baffle shall extend ovier the top of the attic insulation. be buried within ceiling insulation in accordance with Section R403.3.5 and shall fs 2/11/26 Construction Set The baffle shall be permitted Ito be any solid material. comply with the following: �Skylights NIA NIA 2.1. The ductwork leakage,as measured either by a rough-in test of the supply and typical roof insulation 8. Attic and Crawl Space Access Hatches and Doors:Access hatches and doors from return ductwork or a post-construction duct system leakage test to outside the (see insulation schedule) conditioned to unconditioned spaces such as attics;and crawl spaces shall be building thermal envelope in accordance with Section R403.3.7,is not greater If Air Barrier Sealing is required, refer to air barrier & installation schedule below. insulated to the same R-value required by Table R4402.1.3 for the wall or ceiling in than 1.5 cubic feet per minute(42.5 Umin)per 100 square feet(9.29 m2)of conditioned floor area served by the duct system. Unvented See Typical Insulation Details, same sheet which they are installed. 0 2.2. The ceiling insulation R-value installed against and above the insulated Attic ductwork is greater than or equal to the proposed ceiling insulation R-value, Z Exceptions Y2"rigid insulation or 1. Vertical doors providing access from conditioned spaces to unconditioned less the R-value of the insulation on the ductwork. plywood backer 3. Ductwork contained within wall or floor assemblies separating unconditioned from between each rafter spaces that comply with the fenestration requirements of Table R402.1.3 based AIR BARRIER & INSULATION INSTALLATION SCHEDULE: Table R4021.5.1.1 conditioned space shall comply with the following: on the applicable climate zone specified in Chapter 3. 3.1. A continuous air barrier shall be installed as part of the building assembly Component Air Barrier, Air Sealing Criteria Insulation Installation Criteria between the ductwork and the unconditioned space. 2. Horizontal pull-down, stair-type access hatches in ceiling assemblies that 3.2. Ductwork shall be installed in accordance with Section R403.3.3. provide access from conditioned to unconditioned spaces in Climate Zone 4 Exception:Where the building assembly cavities containing ductwork have A continuous air barrier shall be installed in the building thermal shall not be required to comply With the insulation level of the surrounding been air sealed in accordance with Section R402.5.1 and insulated in ------ General Requirements envelope. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. surfaces provided the hatch meets all of the following: accordance with Item 3.3,duct insulation is not required. No. Date Description 3.3. Not less than R-10 insulation,or not less than 50 percent of the required flat ceiling might An air barrier shall be installed in any dropped ceiling or soffit to The insulation in any dropped ceiling/soffit shall be alligned with the air 2.1. The average U-factor of the hatch shall be less than or equal to U-0.1 0 or insulation R-value specified in Table R402.1.3,whichever is greater,shall be occur(see plan) separate it from unconditioned space. barrier.Access hatches and doors shall be installed and insulated in Project Ceiling/Aftic Access openings, drop down stairs or knee wall doors to unconditioned accordance with Section R402.2.5. have an average insulation R-value of R-1 CO or greater. located between the ductwork and the unconditioned space. attic spaces shall be sealed with gasketing materials that allow for Eave baffles shall be installed in accordance With Section R402.2.4. 3.4. Segments of ductwork contained within these building assemblies shall not be 2.2. Not less than 75 percent of the panel area!shall have an insulation R-value repeated entrance over time. P ro p o s e d of R-1 3 or greater. considered completely inside conditioned space for compliance with Section R405 or R406. 2.3. The net area of the framed opening shall boe less than or equal to 13.5 The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls shall be insulated square feet. The junction of the top plate and the top of exterior walls shall be by completely filling the cavity with a material having a thermal 17. Duct Sealing: Ductwork, air-handling units and filter boxes shall be sealed.Joints Second Floor Walls sealed. resistance, R-value, of not less than R-3 per inch. Addition & 2.4. The perimeter of the hatch edge shall be wteather-stripped. and seams shall comply with the Mechanical Code of New York State or the Knee walls shall be sealed. Exterior building thermal envelope insulation for framed walls shall be Residential Code of New York State, or the New York City Construction Code, as installed in substantial contact and continuous alignment with the air The reduction shall not apply to the component performance alternative in Section barrier. applicable.Sealed Air-Handling Unit-Air-handling units shall have a R e n ovati on R402.1.5. manufacturers designation for an air leakage of not greater than 2 percent of the Knee walls shall have an air barrier between conditioned Insulation installed in a knee wall assembly shall be!installed in Vertical or horizontal access hatches and doors from conditioned spaces to design airflow rate when tested in accordance with ASHRAE 193. Q, Knee Wall and unconditioned space accordance with Section R402.2.3. Air-permeable insulation shall be enclosed inside an air barrier For Access that prevents damaging or compressing the insulation shall be provided to all unconditioned spaces such as attics and crawl spaces shall be weather-stripped. @ 18. Duct Testing: Each duct system shall be tested for air leakage in accordance with assembly. ANSI/RESNET/ICC 380 or ASTM El 554.Total leakage shall be measured with a typical second floor equipment.Where loose-fill insulation is installed, a wood-framed or equivalent 1.r� I , The rough opening gap between framing and the frames of skylights, Insulation shall not be required in the rough opening gap except as pressure differential of 0.1 inch water gauge(25 Pa) across the duct system and system insulation (see Windows, skylights baffle, retainer or dam shall be installed to prevent Iloose-fill insulation from spilling shall include the measured leakage from the supply and return ductwork.A written insulation schedule) typical exterior wall and doors windows and doors, shall be sealed in accordance with fenestration required by the fenestration manufacturers instructions. manufacturers instructions. into living space from higher to lower sections of thie attic and from attics covering sulation(see report of the test results shall be signed by the party conducting the test and Susan insulation schedule) conditioned spaces to unconditioned spaces.The tbaffle or retainer shall provide a provided to the building official. Duct system leakage testing at either rough-in or Rim Joists Rim joists shall include an air barrier.The junctions of the rim board to Rim joists shall be insulated. permanent means of maintaining the installed R-vailue of the loose-fill insulation. post construction shall be permitted with or without the installation of registers or Second Floor the sill plate and the rim board and the subfloor shall be air sealed. grilles.Where installed, registers and grilles shall be sealed during the test.Where Floors including Floor framing members that are part of the building thermal envelope Floor insulation shall be installed in accordance with the requirements of Ne wm an & registers and grilles are not installed,the face of the register boots shall be sealed above garage and shall be air sealed to maintain a continuous air barrier. Section R402.2.8. during the test. 6 cantilevered floors Air permeable floor cavity insulation shall be enclosed. Exceptions: 9. Air Leakage: The building thermal envelope shall bEe constructed to limit air 1. Testing shall not be required for duct systems serving ventilation systems that Exposed earth in crawl spaces shall be covered with a Class I vapor Where provided instead of floor insulation, insulation shall be Le w Wyman leakage. The sealing methods between dissimilar rmaterials shall allow for retarder/air barrier in accordance with Section R402.2.1 1. permanentley attached to the crawl space walls. differential expansion and contraction. Refer to the oir barrier and insulation Penetrations through concrete foundation walls and slabs shall be air 250 Naugles Drive 2. Testing shall not be required where there is not more than 10 feet(3048 mm) are not integrated with duct systems serving heating or cooling systems. perimeter rimjoist around Basement, crawl space sec.floor(see insulation sealed. installation schedule. and slab foundations of total ductwork external to the space conditioning equipment and both the 4 1 schedule) Class 1 vapor retarders shall not be used as an air barrier on Mattituck, NY 11952 10. Air Leakage Testing:The building or dwelling unit shiall be tested and verified as following are met: O below-grade walls and shall be installed in accordance with Section having an air leakage rate of riot exceeding three aiir changes per hour.Testing 2.1. The duct system is located entirely within conditioned space. F4 R702.7 of the Residential Code of New York State. shall be conducted in accordance with ANSI/RESNET/ICC 380 with ASTM E779 2.2. The ductwork does not include plenums constructed of building cavities Duct and flue shafts to exterior or unconditioned space shall be sealed. Insulation shall be fitted tightly around utilities passing through shafts Jurisdiction or gypsum board. or ASTM El 827 and reported at a pressure of 0.2 inches water gauge(50 Utility penetrations of the air barrier shall be caulked,gasketed or and penetrations in the building thermal envelope to maintain required 3. Where the space conditioning equipment is not installed,testing shall be Pascals).Where required by the building official,testing shall be conducted by an Shafts, penetrations otherwise sealed and shall allow for expansion, contraction of materials R-value. permitted.The total measured leakage of the supply and return ductwork First Floor Town of Southold and mechanical vibration. approved third party.A written report of the results of the test shall be signed by shall be less than or equal to 3.0 cubic feet per minute (85 L/min) per 100 the party conducting the test and provided to the code official. Testing shall be square feet(9.29 m2)of conditioned floor area. Narrow cavities of I inch or less that are not able to be insulated shall Batts to be installed in narrow cavities shall be cut to fit or narrow Suffolk County performed at any time after creation of all penetrations of the building thermal 4. Where tested in accordance With Section R403.3.9,testing of each duct Narrow Cavities be air sealed. cavities shall be filled with insulation that on installation readily conforms envelope have been sealed. system is not required. 8 to the available cavity space. typical siding typical first floor Air sealing shall be provided between the garage and conditioned Insulated portions of the garage separation assembIly shall be During Testing: Garage Separation Drawn By : 19. Duct System Leakage:The total measured duct system leakage shall not be system insulation (see spaces. installed in accordance with Sections R303 and R402.2.8. greater than the values in Table R403.3.8, based on the conditioned floor area, M.D. 1. Exterior windows and doors,fireplace and stove do(ors shall be closed, but not insulation schedule) C/ /C�, number of ducted returns, and location of the duct system. For buildings Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building thermal envelope shall be Recessed lighting sealed, beyond the intended weatherstripping or other infiltration control be air sealed in accordance with Section R402.5.4. airtight and IC rated,and shall be buried in or surrounded with insulation. complying with Section R405 or R406,where duct system leakage to outside is Checked By: measures. plywood sheathing 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall tested in accordance with ANSI/RESNET/ICC 380 or ASTM El 554, the leakage to First Floor All holes created by wiring, plumbing or other obstructions in the air Insulation shall be installed to fill the available space and surround wiring, outside value shall not be used for compliance with this section, but shall be M.A.M. be closed, but not sealed beyond intended infiltration control measures. Plumbing and wiring barrier assembly shall be air sealed. plumbing, or other obstructions, unless the required) R-value can be met un permitted to be used in the calculation procedures of Section R405 and R406. by installing insulation and air barrier systems completely to the exterior 3. Interior doors,where installed at the time of the test:, shall be open. side of the obstructions. Job No. 0 12e.6 4. Exterior or interior terminations for continuous ventillation systems shall be sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 20. Mechanical System Piping Insulation: Mechanical system piping capable of Showers,tubs and fireplaces An air barrier shall separate insulation in the building thermal envelope Exterior framed walls adjacent to showers,tubs and fireplaces shall be 2549 carrying fluids greater than 105'F or less than 55'F shall be insulated to an 6. Supply and return registers, if installed at the time off the test, shall be fully open. perimeter rimjoist around adjacent to the building from the shower,tub or fireplace assemblies. insulated. R-value of not less than R-3. first floor(see insulation thermal envelope Sheet Title schedule) Exceptions: 21. Heated Water Circulation and Temperature Maintenance Systems Boxes, housing and enclosures that penetrate the air barrier shall be Boxes, housing and enclosures shall be buried in or surrounded by 1. For heated sunrooms and heated attached or dietached private garages Heated water circulation systems shall be in accordance with Section R403.5.1.1. caulked,taped,gasketed or otherwise sealed to the air barrier element insulation. accessory to residential buildings, building therrmal envelope tightness and 'X: Electrical, communication and being penetrated. Heat trace temperature maintenance systems shall be in accordance with Section other equipment boxes, All concealed openings into the box, housing or enclosure shall be Energy Notes insulation installation shall be considered acceptable where the items in R403.5.1.2.Automatic controls,temperature sensors and pumps shall be in a :> Table R402.5.1.1, applicable to the method of cconstruction, are field verified. location with access. Manual controls shall be in a location With ready access. housings and enclosures sealed. Where required by the building official, an appr(oved third party independent Alternatively, air-sealed boxes shall be installed in accordance with Insulation Sch. typical cellar perimeter Section R402.5.5. from the installer shall inspect both air barrier aind insulation installation 22. Heat Trace Systems: Electric heat trace systems shall comply with IEEE 515.1 or wall insulation(see criteria. Heated sunrooms and heated attached(or detached private garage HVAC supply and return register boots shall be sealed to the subfloor, HVAC supply and return register boots located within a building thermal UL 515. Controls for such systems shall automatically adjust the energy input to insulation sch.) HVAC register boots space shall be thermally isolated from all other conditioned spaces in wall covering or ceiling penetrated by the boot. envelope assembly shall be buried in or surrounded by insulation. Insulation Details the heat tracing to maintain the desired water temperature in the piping in grade accordance with Sections R402.2.13 and R402.4.5, as applicable. accordance with the times when heated water is used in the occupancy. Where required to be sealed, concealed fire sprinklers shall only be 2. Where tested in accordance with Section R402.5.11.2.1,testing of each XX Caulking or other adhesive sealants shall not be used to fill voids Concealed Sprinklers sealed in a manner that is recommended by the manufacturer. dwelling unit or sleeping unit is not required. between fire sprinkler cover plates and walls or ceilings. --- 11. Fireplaces: New wood-burning fireplaces shall have tight-fitting flue dampers or Insulation materials recognized in the approved common wall or Sheet Number : doors, and outdoor combustion air. Where using tight-fitting doors on factory-built Typical Insulation Detail An interior air barrier shall be provided.Air sealing at the intersections with building thermal envelope shall be provided. double-wall design and installed in accordance with the approved design fireplaces listed and labeled in accordance with UL '127,the doors shall be tested Common walls or shall be permitted to be used. and listed for the fireplace. double walls separating Where installed in a fire-resistance-rated wall assembly, air sealing 2 attached single-family materials shall comply with one of the following: dwellings or townhouses 1. Be in accordance with an approved design for the fire-resistance-rated assembly. 2. Be supported by approved data that shows the assembly as installed complies with the required fire-resistance ratinq. PLUMBER RISER DIAGRAM PLUMBING NOTES INTERIOR DOOR SCHEDULE EXTERIOR DOOR/WINDOW SCHEDULE Remarks 1. All plumbing work to be installed in strict accordance with the 2025 Size Remarks Model# Residential Code of NYS and local codes. FIRST FLOOR CELLAR 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists shall be located as close as possible to center joist span to maintain GE) 32"x80" swing door 3"0 vent thru roof 3"0 vent thru roof structural integrity of joists. Refer to the framing section of this sheet. New AAN2820 (typ. all vents) (typ. all vents) (j§D 28"x80" pocket door Roof i L Roof 3. Materials for water supply and distribution systems, per tables P2906.4, R/R contractor to confirm window R/R AWC2838 P2906.5 and P2906.6 of the 2025 Residential Code of NYS. 28"x8O" swing door size prior to ordering, egress h 1 4. Materials for drains,waste. and vents, per tables P3002.1(1), P3002.1(2), R/R 36"wide x 96" R/R contractor to confirm ex.door size width Bathroom #3 Bathroom #2 P3002.2 and P3002.3 of the 2025 Residential Code of NYS. 104 32"x80" pocket door tall swing door prior to ordering,door to be selected r n -ra r 5. All exterior hose bibbs are to be frost-proof type. (��T 32"x80"R/R 30"x80" R/R swing door +-3-0 +-3-0 _T 6. In areas prone to flooding, drainage,waste and vent systems shall be 105 vent T-1y2"O vent T-1vo I located and installed to prevent infiltration of floodwaters into the A.rc h i tEE� ct vent 1y2"0 vent 1y2"0 systems and discharges from the systems into floodwaters. SECOND FLOOR FIRST FLOOR ay. Lov. Lov. T—vent �-2 I vent I vent"O T—vent �--2"O 7. In areas prone to flooding, vents shall be located at or above the swing door 97LMainStreet Stony Brook NY 11790 L I I ) Lay. design flood elevation. 8 ACW2840-5 5 mulled 1 1 8. All plumbing fixtures to be installed as per Chapter 27 of the 2025 30"x80" pocket door r Shower Shower Residential Code of NYS. 102 FWGD1 110611-4 temp. glass phone. 631 686-6585 Sec. Floor Sec. Floor 9.Vents: 203 30"x80" pocket door email. MMacrina@MMArchitectA[A.com web. MMArchitectAIA.com Roof Extension (sect. P3103.1) 204 30"x80" swing door ACW3870-3 temp. glass, 3 mulled These plans are an instrument of service and are 2 Open vent pipes that extend through a roof shall be terminated not less the exclusive property of the architect. �.o 2 0 was le 2 was 2"0 waste Y3"o zj_ waste 3"0 waste Powder Rm. waste waste than 18 inches above the roof or 6"above the anticipated snow accumulation, 0.1 Infringements of the concepts and design ideas waste whichever is greater.Where a roof is to be used for assembly, as a double 24"x8 double swing door ACW3050 presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: Kitchen Laundry Rm. Bathroom #1 promenade, observation deck or sunbathing deck or for similar purposes, 20 Michael Macrina Architect, pc. All rights reserved, open vent pipes shall terminate not less than 7 feet above the roof. (- -6) double 30"x8O" double swing door O105 ACW3050 no part of the plans may be reproduced without the expressed written consent of the architect. Frost Closure(sect. P3103.2) 207 double 24"x80" double swing door Where the 97.5-percent value for outside design temperature is 0°F or 2-0-4 1 3-0-4 +-3-0 1 -1 �R FWGD1 110611-4 temp. glass vent +-2"0 vent I %"o-4 vent I vent T-1)/2-0 I (20D 30"x8oll swing door Drawing Status vent air ven t less,vent extensions through a roof or wall shall be not less than 3 inches break vent T-1vo Sink Sink VO Sink I ven t �--2"O in diameter.Any increase in the size of the vent shall be made not less (-2-0-9) double 18"x80" double swing door 107 FWHID29611AL I vent than 1 foot inside the thermal envelope of the building. waste La,V. Lov. Lov. 10. For trap sizes,see table P3201.7, on same sheet 210 24"xI30" pocket door 108 AAN3020 D.W. l W.M. Shower First Mr. First Mr. (211) 24"x80" pocket door FWHID2961 1AL r Issued fto SIZE OF TRAPS FOR PLUMBING FIXTURES: Table P3201.7 (-212) double 18"x80" double swing door 8 FWGD6061 I R 2"0 2"o 0 Plumbing Fixture Trap Size CELLAR Consl. uction waste 2 2"0 waste waste 2- 2 0 2- R LEVEL waste 0 3"0 Yo 2"0 waste was 111 double 36"x84" waste waste waste waste Bathtub(with or without shower head 1-1/2" 32"x84" swing door swing door swing door to be selected clean out—N, C.O. and/or whirlpool attachements) (�E) to grade C•0 Bidet 1-1/4" 32 x84" swing door 112 FWGD1 110611-4 temp.glass 3"0 waste Clothes washer standpipe 211 To Existing 1/4" pitch ±3'-1 0"tall xV-0"wide custom bi-fold window Sanitary System 4"0 waste Dishwasher(on separate trap) bi-fold window to be selected 1/4" pitch L Floor Drain 2" Dates SECOND FLOOR castiron Kitchen Sink(on or two traps,with or without 2/4/26 Permit Set through fnd. 1-1/2" dishwasher and food waste disposer) 201 ACW2860-5 5 mulled 2/11/26 Construction Set Workshop Storage vent vent Laundry Tub 1-1/2" I Sink Sink Lavatory 1-1/4" 202 FWGD1 110611-4 temp. glass Shower(based on the total flow rate through showerheads and bodysprays) 203 ACW3870-3 temp. glass, 3 mulled flow rate: Cellar Cellar 5.7 gpm and less 1-1/2" 204 ACW3050 more than 5.7 gpm up to 12.3 gpm 2" more than 12.3 gpm up to 25.8 gpm 3" more than 25.8 gpm up to 55.6 gpm 4" 205 ACW3060-4 4 mulled, egress 3"0 waste AAN2020 .............................................. 1 4 pitch 2"0 Plumber Riser Dia ram WIND-BORNE DEBRIS 206 sewer Not to scale No. Date Description ejector PROTECTION NOTE AAN2020 Project Wind-Borne Design Protection: Protection of exterior windows and glass doors in208 ACW3060-4 4 mulled, egress buildings located in wind-borne debris regions if specified on the cover sheet shall be in accordance with section R301.2.1.2 of the 2015 International ACW3050-2 2 mulled Proposed Residential Code. ACW3030 Add i t i o n & Protection and OpeningsExterior glazing in buildings located in windbome 210 TYPICAL INTERIOR DETAILS debris regions shall be protected from windbome debris. Glazed opening • protection for windbome debris shall meet the requirements of the Large Renovat i o n Missile Test of ASTM E 1996 and ASTM E 1886 as modified in Section 301.2.1.2.1 of the 2015 International Residential Code. Garage door glazed opening protection for windbome debris shall meet the requirements of an approved impact-resisting standard or ANSI/DASMA 115. 1 For Schluter Kerdi-Line linear drain assembly Install Schluter-Kerdi DS waterproofing— Schluter-Kerdi Kers-B Exception:Wood structural panels with a thickness of not less than�/6 ATTIC drain cover to be selected by owner membrane on all three sides of curb preformed, seamless inch and a span of not more than 8 feet shall be permitted for opening corners as required for protection. Panels shall be precut and attatched to the framing surroundin g (see floor plan for drain locations) F— —— ————- wall to floor intersections the opening containing the product with the glazed opening. Panels shall be ACW3060 Susan Install Schluter-Kerdi DS waterproofing I predrilled as required for the anchorage method and shall be secured with 1/2"cemernt board membrane flashing around drain flange stone cap locate transition under the attachment hardware provided.Attachment to be permanent at all showier walls door slab in the closed corrosion-resistant hardware provided and anchors permanently installed Newman & postition as shown on - ------------- Tile Floor Porcelain tile over thinset mortar over- --- ------------- floor plan on the building.Attachment in accordance with Table R301.2.1.2 is permitted --Install Schlluter-Kerdi DS Schluter-Kerdi DS waterproofing membrane over Schluter-Ditra-XL uncoupling for buildings with a mean roof height of 45 feet or less where the ultimate waterprooffing membrane thin set mortar over V membrane over thin set mortar design wind speed is 180 mph or less. Lew Wyman. on walls toi ceiling Schluter-Kerdi pre-sloped shower tray over 2 4 Tile Wood -thinset mortar over over Schluter-Kerdi DS Exterior Window and Door Specifications 250 Naugles Drive catch scre(en -plywood subfloor 2 4 waterproofing membrane T Y4"wood floor TABLE R301.2.1.2. >< I All windows&exterior doors are to beAndersen'A Series with coastal pitch pitch Ir lgn WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE Mattituck, NY 11952 T77=I LLLLLLLLLLU_LJ I upgrade to stainless steel. FOR WOOD STRUCTURAL PANELS (a,b,c,d) >2 <�4 i i it, i, Exterior Color: Black Contractor to 17: 7 171 771�77,11 ��71174 11=141 711 H F,_41411 I Interior Color: Black confirm window � I ff:ff�lff R PAC NG Jurisdiction 7�777, 77777777 Panel Span 4 Ft. 6 Ft. -Grilles: 3/4"full divided lite per elevations order with client Install Schluter-Kerdi-Band corners Fastener Type < 4 Ft. <Panel Span < Panel Span -Glass: Low-E4 smart sun insulated glass for their approval in thinset at wall to floor base as per < 6 Ft. 8 Ft. (U value=0.27) prior to ordering Town of Southold manufacturer's specifications 3/4"plywood subfloor plywood subfloor 'So,Ind sense noise out 2 bounce -Window Hardware: black contemporary underlayment under all wood floors No. 8 wood screw based 1014 81, folding Suffolk County (second floor) anchor with 2-inch 16" -Insect screens embedment length -Door hardware:Anvers(satin nickle) Typical Shower Pan & Curb Detail No. 10 wood screw based 91, anchor with 2-inch 16" 12" Drawn By: Typical Tile and embedment length 3 M.D. A, 1/4-inch lag screw based Wood Floor Detail anchor with 2-inch 16" 16" 16" embedment length Checked By: 3" M.A.M. a.This table is base on 180 mph ultimate design wind speeds,Vult, and a 33 foot mean roof height. .6., 6- Job No. 3128 b. Fasteners shall be installed at opposing ends of the wood structural panel. Fastners shall be located not less than I inch 2549 6" from the edge of the panel. 1/2"Gyp. Board Casing to be selected Sheet Title unless noted C.Anchors shall penetrate through the exterior wall covering with an (typical) otherwise on plan embedment length of not less than 2 inches into the building frame. 1/4"reveal Fasteners shall be located not less than 2 1/2"inches from the Sch6 dulles (typical) egde of the concrete block or concrete. >1 d. Panels attached to masonry or masonry/stucco shall be attached Vx Flat Poplar using vibration-resistant anchors having an ultimate withdrawal Plumber Riser to be painted capacity of not less than 1,500 pounds. A Interior Details Shim Space Rough Opening Sheet Number : (see plan) Typ. Door Jamb From Typ. Cased Opening Dtl. Perpendicular Wall 3.. .1 .-0.. Q 2 2 1 K-Aua c,-%- r 1 n za A%. rch itE:,h ct 97 L Main Street Stony Brook NY 11790 phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com web. MMArchitectAlA.com These plans are on instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without I the expressed written consent of the architect. 00 I 3 � Drawing Status - - / 04 ssue or Const UC lorl 8 to � ± to atc C2 m tc ± to 2 - - - - _ - top of ridge board x. x. m tch x. 2 ±8 0 at h _ A01 I ex metal flashing ;n cu a) -H t Dates A A 2/4/26 Permit Set new gable ex. 8'-11, C2 plate height 2/11/26 Construction Set top of new ridge ak - - _ 14F plate height beam(set under - existing ridge board) \ 201 E 202 E 0 B G o ao olo see ro �— —� K de 203 asmblty F , etail second floor subfloor ex. plate height - - -_ ex. plate height No. Date Description Project c� ' ; P.T40st I P. ost ehind beind 101 - Proposed 102 t E rn00 rn Z5 b panel panel panel G G I c Ln Addition & +l 'ic I I ; ; I ; ; 103 i ao'a o0 I - of r A 11 lilt, IN5 Renovation 6� first floor subfloor first floor subfloor top of fnd.wall ----- --------------- _ = top of fnd.wall_ _ _ ffi _ _ For 1" — = _ _ �a II Susan 00 zz �ex]L Newman & 1 1 I 1 ao �' oo u, Lew Wyman existing foundation wall below existing p.c.footing250 Naugles Drive top of cellar slab below top of cellar slab Mattituck NY 1195 2 - - - - , footing below ----------------------------------------------------------------------------- --------------------------- -------------------- --------------------- ------------------------------------ I I � I Jurisdiction ------------------------------------------------------- Town of Southold Proposed North Elevation Suffolk County 1/4' = 1 -O' Drawn By: M.D. / J A n Checked By: M.A.M. ,. G Job No. F 128 / 2549 Sheet Title : l ���� Elevations - North Sheet Number: y `t. i M .'a C f 'i n a AxIch itoct 97 L Main Street Stony Brook NY 11790 phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without metal enclosure the expressed written consent of the architect. F-- to be selected 2"thick Drawing Status bluestone cap - ridge board - - Issues fol 12 8 ex. Construction C2 top of ridge -_____ --- ._ in — — — — — — I x a� Bev lie cf r o c� = I %' a inl E U', line of roof I C2 +I cricket behind I Dates 2/4/26 Permit Set new gable _ _ _ _ _ _ __ plate height A ex. plate height 2/11/26 Construction Set C1 o _ I GO rn I H C' 204 c in I t -H X N L K F second floor subfloor _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ second floor subfloor ex. late height No. Date Description p 9 _ _ _ _ _ _ _ _ _ _ _ ex. plate height A J Project I 1 P.T. post see roof deck t assembly detail Proposed _ 00 104 105 C' CO N Addition & -}i X 1"x10"trimRenovation board -�- first floor subfloor first floor subfloor ' - - For top of fnd.wall f' f' top of fnd.wall rs/ lr,y r�/ f; - - M = = g - J - = = s - = = s - M Susan Lr- I I - -_ _ - L-__-____--J = �'o0 L__ I 1"x10"trim I � e Mx � Newman & ol c. ier belowo p. p �j ! board E-�--p.c. pier below oo D v (see fnd. plan) (see fnd. plan) - L-------_J i i I I L---------J Lew WVman exlstinlg oundation I I wall below existing p.c. ' footing below existing p.c. � 250 angles Drive top of cellar slab ? g I footing below i top of cellar slab - - ------------------ ' ------ ---------------'- - - - - - - - Mattituck, NY 11952 I I I 1 I I 1 Jurisdiction Proposed West Elevation Town of Southold 1/4" _ , '-o•' Suffolk County Drawn By: M.D. ,C� v'vC; Checked By: M.A.M. Job No. (. '�f1 CSC, ®y- 2549 Sheet Title : Af Elevations - West Sheet Number ti i KA i C,'- h --a e M --aCrinzra Arch itect 97 L Main Street Stony Brook NY 11790 phone. 631 686-6585 email. MMacrina@MMArchitectA[A.com web. MMArchitectAlA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. LU Drawing Status ridge board Issued fu r Const u ion x — B N CV r � U - E O _ Dates 2/4/26 Permit Set ex. plate height 2 26 onstructlon Set — — — _ _ _ top of new ridge beam(set under C1 existing ridge board) y 20-5 rn 206 207 208 00 ,n O B 00 -H 'X I I 00 Q) +l 1 second floor subfloor ex. plate height _ _ _ E A E C2 ex. plate height No. Date Description J � lig Project K 1 I I 1✓ y , p St ICA rn 106 107 0 109 110 yam' I b hi d Proposed G ' 108 1� m I G screen H o o Preen i .N panel -H Addition & m +l x � m 1 � c_ Renovation x _ K ` first floor subfloor first floor subfloor Fortop of fnd.wall — — — — _ — _ _ — — top of fnd.wall i rs r 1"x10"trim board 1"x10"trim ,i "trim board L-- LL M M Susan KJ� - _- Newman & 00 c' — - _ c -Oomn -H XN i i �I N existing foundation Lew Wyman wall below existing foundation existing p.c. wall below 250 Naugles Drive to of cellar slab I footing below P top of cellar slab Mattituck NY 11952 -------------- -----------------------------------------------------------------------------—---------------------- -------------------------------------------- - existing p.c. I footing below I Jurisdiction -------------------------------------------------------- Town of Southold Proposed South Elevation Suffolk County 1/4" _ '1 '—O" Drawn By: M.D. '�Gi�, . n C' ate\ Checked By: M.A.M. Job No. - .0312FG/',41 2549 Sheet Titlel i /f Elevations iiiiions - South Sheet Number : AM ,:;s-, r i 4 IC awl \-A- n ca Plli,.,rch itek. ct 97 L Main Street Stony Brook NY 11790 phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com web. MMArchitectAlA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. Drawing Status ridge board a _ _ _ _ _ _ _ - - top of ridge beam Issued fol� B —----- Construction 12 C2 a� I . 12 ±$ EX. o -H H A B Dates D1 _ --- T 2/4/26 Permit Set ex. plate height C2 _�r_; _ _ _ _ new gable 2/11/26 Construction Set `- plate height D2 I I r-� -, 14LIG r-' `-, 6�-8" L return 210 rn _ C = 209 r_r_J_J L L-, , 00 .U) CDJ G 00 -H r D11 D2 J ; L -H r-' L L_ second floor subfloor Ilk I - - - - - - _ - - _ B second floor subfloor ex. plate height _ - _ - - - - - - ex. plate height No. Date Description Project P.T. post ', t ��� ; see roof deck P.T. post — behind I ,. v , ? behind °' Tassembly detail behind Proposed screen screeln screen screen screen screen 00 ,� G H 111 panel paneEl panel panel panel panel o m y H alo c Addition & fi x +, x Al Ali line of ex. 1 x10 trim A - detached garage board x1 "tri Renovation D5 ?1 r �5( first floor subfloor G firs t floor subfloor �x. r� . - - - - - - -top of fnd.wall - -- __ top of fnd.wall For - - - -- ----------------------------------------------------------------------------------- -- --- -- --- -- --- -- -- 1"x10"trim r board Susan E E '0 � ° • ewman .NX & ao mn - - - - - - � � - MMr771M � � � _ _ LewW man _ - - ; , _ _ - , , _ �; - m rim m - _ _ - , _ = Drive 250 Naugles top of cellar slab - - t t ! _ - t % ex< t = ` - - t - J - - t - top of cellar slab Mattituck NY 11952 existing foundation— wall below Jurisdiction r ____________________________________________________________________________________________-L� L------------------------------------_-_-_________________________-__-----------_-_-_________________________________---__------ -------- Town of Southold existing p.c. Suffolk County Proposed East Elevation footing below 1/4" = 1 '-O" Drawn By : M.D. Jk Checked By M.A.M. N Job No. 5 j 2549 glop 11 1 "Elm Sheet Title Elevations - East Sheet Number : 3;' r I 1 I I KA i c, \ -a c., r n za rch itoct 97 L Main Street Stony Brook NY 11790 phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com existing ridge board These plans are an instrument of service and are - - - e exclusive of the - - - - Infringements ements of the conceptsaandtdesi n ideas \� \ _ _ _ _ — _ — _ — _ _ top of new,ridge p g g prosecuted ` resented on these drawings ha be - - m et nder to he lest extent f he law. Copyright 2026: s bea (s iu t ful xt t o t pyr existing ridlge board) Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. - I new rid a be ' v� g am set i _ directly under existing °O Drawing Status ridge board(post down on00 each side, see roof plan) ! --- - _ -•- _ new 16" _ -_----- - new 16 overhang existing roof existing roof overhang '- -- r -- -- ---- rafters rafters -' �`'� ex. plate height s u 0 1 NewI � I - n new header -- - -( �truc. plan) j .Scree ,� See Uonstruction Porch existing i new screen j i frame wall panel - � 'I - j- -- new d 'kin I - - -- ——( 1 I to be selected 8 -- -- 1 i i it - - - - -- - - - ae • A51 Dates s - - - --- I - - - \ - - --- - - --- - -- or subfloor first floor 2 26 Permit Set _- top of fnd.wall 2/11/26 Construction Set -- - " - -- -- existing - - -- floor joists - existing low J ,. xi c beamExisting - --- • T I beyond existing p.c. g e. sting p- oo �' ------- -_--; foundation wall G a ra a foundation wall :�, new ridge board new insulation new 12 (see s -H axi (see roof plan) ! chedule) overhang no work to be ` '" existing ridge v board existing performed ridge beam - A Y t ------ ----- - ------ ------- p.c. slab r. r a x r. _'�4 --_ --: top of cellar slab -�-�..i.,!. -- - - No. Date Description existing p.c. existing p.c. 7 new ridge beam window header -- Project footing footing I existing roof (see roof plan) (see struc. plan) 1 rafters =-- Proposed AM% Section q new window --- � Existing Attic (see floor plan) Addition & 1 /4" = 1 '-O" existing roof = new 16° rafters new framed wall` overhang (see floor plan). - Renovation _ _ _ _ _ _ gable plate height ex. plate height _— new flush For beam(see cut back - - __ struc. plan) existing roof = existing" existing ;- -- rafters to new �. ceiling joists new door ceiling joists bearing wall Susan new✓ (see floor plan) = o, closet i ; new new framed lin. ROOF 36' nto coderdrail woos Bedroom #1 DGO eck Newman -- � Hallwa Hallwa v , K - -- - -- - - pack out new framed wall decking to be— roof deck - ex.wall 2" (see floor plan) selected _-___assembly(see Lew Wyman second floor subfloor -- sec.floor Ian Q a -- - -- ---- - typical gutter P _______________-_ _.___ - second floor subfloor25 N ugles Drive ex. plate height - - - - - � Mattituck NY 11952 bot.o door header f beam (wee struc. plan) existing new door existing existing floor joists (see floor plan) 1 floor joists Jurisdiction 1 J framed wall new flush Covered beam (see I�ItCherl new floor struc. plan) 2 Town of Southold i •� Uncovered - new door - H joists(see � to code a I lwa cabinet � .� 36"min. guardrail see floor Ian Mudroom Y Porch #2 struc. plan) Suffolk County g Deck (( plan) i -decking to be j g rained wall - --- see strapdetail g floor oists f , -- - existing existing island cabinet deckin to be 36 min. sheet S1,1 selected------ -- _ selected 9�code to See strapeet detail Drawn By: C' first floor subfloor = --- - _ _ -- , \ first floor:subfloor M.D.MD to of fnd.wall i - - p Checked By.P � to of fnd,.wall 's P.T. F.J. 1 - - - - - --- - F.J. \ P.T. F P.T. low M.A.M. (see fnd. existing 1 (see fnd. beam (see Ian S1.1 existing p.c. S1.1 Ian fnd. Ian 3 p ) __-__--- floor joists plan) plan) Job No. �- 1. ' ' IG''. existing low existin low--- foundation wall existing p.c. beambeam— g 11011 - -- foundation wall Unfinished be and beam :- A' W _ - - 2549 Y beyond New 00 �' low beam a new framed P.T. ost ao (see fnd. Cellar P 00 x stair stringer M plan) Workshop wall (see cellar (see fnd. plan) -Co �' Sheet Title I plan) I 11) H existing 9 (see fnd. p an) no work to be ---- P.T. post g -existin - - —� SeCt 1 1 S (see fnd plan pertormed framed wall column c pier existing j beyond existing new insulation schedule) (see fnd. plan) P p.c. slab (see ule) (se fnd. plan) /� top of cellar slab c. slab top of cellar slab /1 - - - - - - - IB existing p.c. existing p.c. footing footing Section Sheet Number : 1/4" = 1 '-O" :r. :t ; S1 ridge board 12 frame rafter over.3Y2' }+ 12 ���,�` �-t-r_i ±8 to to align new rafters -E8 tomat h � �i t i match with existing house t r rafters new 12" new ridge board new insulation ex. new ridge board �- overhang (see roof plan) (see schedule) L r 0 (see roof plan) new insulation (see schedule) new 12" ,� , :�. existing roof ridge board - _- �* X rafters overhang - % Y ' x,X ,t i Y ,' ,' �, ' 4 i'; new roof rafters C - } r (see roof plan) -H m New Attic E 2" 3Y2" - -- c� C r"1 n za new insulation $2 in new ceilingjoists r" (see schedule) J r Ar c; itec; S1.1 1 7 Jx� new 16" t H -_-- � = (see strut. plan) �{�,�� y new raised C.J. t�,� overhang new raised C.J. - �L l (see struc. plan) �` t;' see struc. Ian . able late height -_ ( plan) gable plate P 9 L 97 L Main Street Ston Bro ok NY 11790 - - teco ' ' - --- __ - -- - Y - I ex. plate height ex. plate height window -window head ` \ window header header new framed wall c� (see struc. plan) (see struc. plan) phone. 631 686-6585 new flush beam new ceiling joists = (see strut. (see floor plan) `� email. MMacrina MMArchitectAlA.com r plan) see strut. Ian see struc. a plan) ( P ) ( plan) _I _ Bedroom #2 web. MMArchitectAlA.com - � o 01 1" o Bedroom #3 ; _� �' roof rafters These plans are an instrument of service and are 00 ±4'-52 Loft op �, �, (see roof plan) the exclusive property of the architect. -H -I I x -H 'ic new window Infringements of the concepts and design ideas (see floor plan) S5 presented on these drawings shall be prosecuted ci _E to the fullest extent of the law. Copyright 2026: _- new window S1.1 new window Michael Macrina Architect, pc. All rights reserved, -- - --- -- - (see floor plan) 3 existing " no part of the Ions may be reproduced without see floor Ian the expressed written consent of the architect. floor joists ( plan) existing 2 new t14 - E floor joists overhang second floor subfloor second floor subfloor second floor subfloor ±4 - - - - - - - - ex. plate height - -- _ - - _ _ - - = window header _ - _ _ _ ex. plate height ex. plate height - Drawing Status --- ------- -------------- (see struc. plan) -- - - - top of beam - door header I door header ----- ---- i `-----" (see struc. plan) (see strut. plan) low beam (see struc. plan) ! (see struc. plan) iLiving � I ceiling joists a, Room new framed wall BedrOOm #1 _ a, I MudrOOm o i =_ Uncovered -1 E =i =_ j.D new window see floor plan) !i i Issued fo � ( 00 .� oo V; I I E— lu r i X i Covered co mn w ap Deck +I x -H '-x new door ! I I see detail (see floor plan) ,� a� m Porch 1, ( ) - �36 min. (see floor plan) #1 i F H new door . see floor Ian uardrail to Consti � *�floor osts floor tosts decking to be existin de P f existing ( plan) --_ code P.T. ost 36"min. hor bolt j ' _ g cking to be I code 1 9 I behind guardrail to selected (see fnd. plan) - - floor joists selected - ; __ -- ---- ! - __: _ __ _:, first floor subfloor first floor subfloor _ first floor subfloor first floor subfloor ___ -_-__ _ - - / see strap detail i see strap detail top of fnd.wall -_ _ r _ sheet S1.1 _ top of fnd.wall top of fnd.wall I sheet S1.1 ` top of fnd.wall 1 - - - -- - - - - -- - - - -- - - - - -- - - -- I 1 P.T. F.J. 1 P.T. F.J. ' (see fnd. existing p.c. (see fnd. existing p.c. existing floor S1.1 S1.1 foundation wall existing low joists plan) foundation wall plan) Dates beam beyond existing p.c. 2/4/26 Permit Set ,aOY I j foundation wall Ilow eam _ 00 �' oo �' I beam (see oo �, pin new wall to � I (see fnd. a` I '- I '- Unfinished fnd. Ian E I 2/11/26 Construction Set - = stair stringer �' oo �' P ) _ -H new,P.C. existing (see I Unfinished p ) M see fnd. lani -H x -H X �, -H " Ian x x stair stringer - p• ( p > Cellar (see fnd. plan) foundattion wall fnd. plan) ! Cellar P.T. post - - P.T. post (see fncd. plan) I existing - no work to be ee fnd. plan) (see fnd. plan) fi column existing performed existing p.c. pier existing I p.c. slab beyond P p.c. slab P P.C. slab p.c. pier TT (see fnd. plan) (see fnd. plan) top of cellar slab top of cellar slab top of cellar slab1 4 top of cellar slab existing p.c. align bottom o)f new existing p.c. footing wall with bottootinig of Section S e ct i o n ex.footing footing h,:; 1/4" = 1 '-O" 1/4" = 1 '-O" S1 - - No. Date Description S1.1 ---- -------- ------- --- - - - -- --- - - - - - Project ridge beam __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ Proposed - S, Addition & '12 l new ridge beam t'! S1.1 new ridge board match 1 (see roof plan) r 1 2 (see roof plan) Renovation ex. , ,, ;t' ` -+8 to 2 _ _ ridge board match new cricket roof +8 to % - - b y L ex. rafters match -H S2 _ ' (see roof plan) ex. ' 1 �JIICI ✓; 12 S1.1 ;r„ new roof rafters new roof rafters / 1 y Yy� +8 to For ' see roof Ian 11 llymatch _ ( plan) (see roof plan) ex. new roof rafters - new 16" r Y' (.�; - Vn -f see roof Ian Susan ( plan) x,x new 16" -H overhang , new insulation new insulation �, +Y 'a 1�.. overhang (see schedule) (see schedule) t +� New Attic y'x gable plate height _ - _ _ _ _ _ _ _ _ _ _ _ _ Bedroom #1 {' _ _ gable plate height S2 = Newman & - - - ---- - S1.1 new framed wall - - -_ (see floor plan) X new ceiling joists S2 = Lew WVman W (see struc. plan) S1.1 o newfloorframed plan) = 250 Naugles Drive new 12" see floor Ian i E 00 overhang new insulation o0 0 00 g (see schedule) ++ Mattituck, NY 11952 existing existing Jurisdiction floor joists floor joists - second floor subfloor - -_== existing roof _ _ _ second floor subfloor Town of Southold ex. plate height rafters teco teco teco ex. plate height ----------------------- ------------------------------- Suffolk County new header (see struc. plan) ! - _ new flush new flush Screen beam (see' beam (see Screen ! I,� struc. plan) struc. plan) Drawn By: l� _ = a, existing ; Kitchen M.D. l %u 9 Dining - Living �, , ' f _ ? ;n new screen 1' POrCh framed wall Room Room -00 0 H — . � panel j � I ; ! �-i Checked By � =y,•'�/ ,�,,.„ I "a I new decking I t ' existing f to be selected ' ' M.A.M. '' ' ' � joists I existing I existing 1t j . \ •� r I tic; I floor i I floor joists = j floor joists Job No. firstfloor subfloor I - - =-- - -- 2549 first floor subfloor - - - - - - { top of fnd.wall - - - - -— top of fnd.wall i - - - Sheet Title ./.L/ steel beam steel beam New steel beam steel b low existing w Se�rtio S existing ow exisltin ow existin low existing eel beam foundation wall 9 9 9. existing p framed wall New Existing - C,D,E Works - 00 �' existing P.C. Existing � c �, foundation wall _______-, existing - - Stora e - I V X -H X Garage framed wall -. Utility Room no work to be no work to be -_ existing performed new flooring existing new flooring existing performed existing P.C. slab to be selected P.C. slab to be selected framed wall P.C. slab topof cellar slab _ _ _ _ _ _ Sheet Number top of cellar slab existing p.c. Section existing P.C. footingfooting 1/4" = 1 '-O" TYPICAL SIDING typical roof shingle Hardi plank smooth face clapboard siding over Henry Blueskin ice&water shield from fascia VR1 00 underlayment over plywood sheathing, see sheet G-1. to 24"past inside face of wall typical roof shingle Exposure-8"(primed, ready for paint) Color- d to be selected Painte decking 2"x sleepers LO plywood sheathing Install siding as per mfr. specifications 2nd floor subfloor -H ice&water shield from fascia to 24"past inside face of wall roof rafter Acre by Modern Mill 1"x8"tongue and groove center Al match siding to be insalled over Henry Blueskin VP-1 00 : I plywood sheathing underlayment over plywood sheathing, see sheet G-1. Exposure-6Y4" C roof rafter overhan Color-to be selected (see roof plan) Installed as per mfr.specifications r n -Wa 'V C14 1'W"trim EPD, roofing plywood t Y4"pitch vaporretarder + overhang Legend: A,rc h i be ct X. t 4 11 i see roof plan) 97 L Main Street Stony Brook NY 11790 1 1 4 typical gutter Aluminum Standing Seam Roof to be selected and phone. 631 686-6585 0 installed as per manf. specifications email. MMacrina@MMArchitectAIA.com typical utter 0 9 web. MMArchitectAIA.corn 0 over ice and watershield undedayment, continuously flush beam 0 p all adjacent wall surfaces a min.of 12" (see struc. plan) fascia board These plans are an instrument of service and are typical gutter over plywood sheathing(see sheet G-1) the exclusive property of the architect. soffit board Infringements of the concepts and design ideas Ventilation presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: ceiling joists r- Unvented Attic fascia board Michael Macrina Architect, pc. All rights reserved, low porch beam- t no part of the plans may be reproduced without (see structural plan) soffit board the expressed written consent of the architect. TYPICAL EXTERIOR TRIM VV x 6"fascia board typical siding Material Drawing Status All Exterior Trim Boards are to be'Versatex'or equal. plywood sheathing Installation versatex trim board blocking as necessary Install as per manufacturer specifications: -Install 2 fasteners per every framing member for trim board T ical Eave Detail Is sue fo r applications. wrap beam iwith 3" .1 .-0.. -Install over flat, solid substrate. Roof Deck Detail Align w/ width of column 3/4"'Versatex' -All Versatex`Joints are to be Glued with'Versatex'adhesive Construction -Utilize 316 grade stainless steel fasteners where necessary -Cortex screw and plus fasteners for all fascia, rake,frieze, apical Porch Eave Detail window trim, corner boards,etc. 9/44 Typical Sizes: 3" Overhang C1 Fascia Board-1"W"fascia board see roof plan —typical roof shingle C2 Rake Board-1"W"trim board over I"xg"rake board porch beam plywood sheathing I Dates (see structural plan) ice and water shield C3 Soffit- 1"W"'Versatex%"x 5Y2"bead-board soffit 2/4/26 Permit Set underlayment -run parallel to house under all flait eaves - 2/11/26 Construction Set trim board 3/4"thick'Versatex' 71� TYPICAL FLASHING F n. ir 1. existing stud wall to remain D1 For all horizontal wall to roof intersections, install aluminum coil rake board flashing with Tyvek or equal tape over vertical edge. blocking each side Roof Rafter 4 E wall finish to be selected For all sloped wall to roof intersections, install aluminum step C14 D2 flashing with Tyvek or equal tape over vertical edge. install 2"x*12"vertical blocking C C All window drip caps to be aluminum with hemmed edge with between each stud for waterproof 0) 1 1 0) D3 Tyvek or equal tape over vertical edge. 1 3/4"thick Versatex` I membrane attachment bottom wrap recess I 1/4"from side wrap soffit board All horizontal tdrn boards to have metal cap flashing to be 1'W"Versatex'PVC'base D4 Tyvek or equal over vertical edge. No. Date Description D5 For all stone cap flashing, install lead copper with Tyvek or Schluter Kerdi-Line Porcelain the over equal tape over vertical edge. Project linear drain around pitched mud base over porch exterior perimeter Schluter-Kerdi DS typical siding waterproofing drain cover to be TYPICAL LIGHT FIXTURE selected by client membrane over ex.3/4" Proposed plywood subfloor 10 Light fixture to be selected and installed over a Y4"thick Y8"pitch Ya"pitch Fin. Dim. 3/4"Thick Versatex mounting block. Size to be determined based on Addition & plywood sheathing Versatex' light fixture selected. ><I L L-- - Renovation Af Gutters shim space All Gutters are to 6"half round aluminum with brackets at *24"oc. For Typical Rake Detail C)M 6 6 NI Leaders(downspouts)are to be round aluminum and � � � 3'• _ 'I '-O'• directed into underground piping to dryvwells. 6'W" P.T. post Susan to be fastened Install gutters on all fascia boards. E existing floor to p.c. Pier joists to remain Color to be selected. Consult with client for final color selection prior to ordering and installation. e wman & termiinate drain i =77/ TYPICAL GUARDRAIL through rim joist with4 ew Wyman miter and glue joints metal scupper with 4 rodeint screen 250 Naugles Drive 36"tall min. guardrail as per code to be selected. x Mattituck, NY 11952 FLJ TYPICAL COLUMN WRAP' E:7 1 " I typical chimney cap 10" top of decking Jurisdiction All column wrap material to be Versatex' be installed 3/4"P.T. Plywood as per manuf. specs. Ice&Watershield Town of Southold V Type-X drywall underlayment at garage ceiling and Suffolk County demising wall E] PORCH BEAM WRAP 3"Thick Concrete Cap \ z Typical Porch set in mud base Column Enclosure Detail - -------- --- 9(Exterior Side) I"x1 0"ripped to size ------------- Drawn By: A-----A------- D P),Chiseled Edge --------------- •(interior Side) 1"xl 2"ripped to size z z z z z z Z Z E existing M.D. 3" -0.. ------ •(Bottom) 1"W"ripped to width ---LL------ foundation wall Drip Cut Checked By: All beam wrap material to be'Versatex to be 2 6CL installed as per manuf.specs. M.A.M. 2 'R N11 U_ Y Job No. "T Q) Q Typical Stone Veneer Thin Stone Veneer typical roofing 2549 Ice&Watershield Thin stone veneer to be selected and installed as per Sheet Title manuf. specifications. underlayment U—co came 2; (0 tam 5/8"Ply. Sheathing Exterio/Details Typical Decking New Y4"decking to be selected and installed as per Exterior Specs. manuf. specifications. typical 3idling Wood Frame OT Chimney Cap Detail Typical Horizontal Boards Linear Drain Detail 1 —1/2" 1 '-0" Sheet Number : 3" .-0.. Rake Return Detail 6EPDIM PSPN516Z\_ FASTENING SCHEDULE : Table R602.3(1) of the 2020 RCNYS Strapping can be installed directly to rough framing or RPS28 MSTC52 Off' This requirements section for rough STRAPPING DETAILS .- � . . •; �;_' (see sectionefo�strappinges not clandailng g straps • '••. opening framing requirements). local a . .......• . wise St Details ti over woo sheathing. :.: Strapping g Deta .o.. All nailing is a general specification it applies unless noted other building dept for required strapping inspection a "n ; Joint Description No.of Nails Nail Spacing ROOF&CEILING FRAMING h._ n required uplift foirce as per table Rafter to Top Plate (toe-nail) (3) 10d common Per Rafter (5)8d x Simpson R802.11 of the 2020 RCNYS nails(galvenized) Simpson H2.5 A Ceiling Joist to Top Plate (toe-nail) (3) 8d common Per Joist (600 pounds) Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap = 281 pounds Hip r er ° e Ceiling Joist lops over Partitions (face-nail) (3) 8d common Each Lap O Rafter " Simpson Strong Tie KA ATER OR PIPE N a Simpso trong Tie -ABA66(6'x6 post) i Collar Tie to Rafter (face-nail) (3) 10d common Each End SIMPSON STR(DNG-TIE'CS20' _ 'HCP2-(sin hip rafter) Blockingto Rafter toe-nail 3 8d common Each End Coil Strap over every rafter 'HCP4' doub i rafter ( ) ( ) ( P ) � C f'"1nc� Rafter to Ridge Board (end-nail) (2) 16d common Per Rafter O o 0 5/$'Anchor bolt (3)8d x VP (3)8d x 1y" � embedded in pier [a O o _ C y WALL FRAMING Simpson na Is Simpson Halls o Arch itoct SS1.5 m }I (galvanized) (galvanized) o NSi Top Plate to Top Plate (face-nail) (2) 16d common 16" oc ° Plate o 5 8d x 1 " Typical Post Base in To Plates at intersections face-nail 4 16d common Joist-Each Side ( ) Y a Yp m P ( ) ( ) o a� Simpson nails p 97 L Main Street Ston Brook NY 11790 v Ridge board o to Y m / = 9 plate NS1 Q Stud to Stud (face-nail) (2) 16d common 24' o.c. (galvanized) o Connection Detail • ,� (6)8d x 1�"Simpson °�I°' N a Header to Header (face-nail) 16d common 16"o.c. Along Edges f r °U-0 nails(galvanized) L �, a 0 Roof Rafter Roo Rafter Simpson Strong Tie 0 oro ra v Top of Bottom Plate to Stud (end-nail) (2) 16d common Per Stud over eve ( ) ' " P phone. 631 686-6585 CS20'Coilstudp8 8d x 1/ Sim sonv, Bottom Plate to Floor Joist, Band Joist, ry m NS7 t� m (2) 16d common Per Foot nails(galvanized) 2"x ledgerfastened email. MMaCrina@MMACChltectAlA.COm Q L End Joist, or Blocking (face-nail) _ � wall to a structure w :. � web. MMArchitectA o IA.c m HSS2- S S1 _ U FLOOR FRAMING Joist hanger These plans are an instrument of service and are Rafter to Rafter Roof Rafter to Plate Hip Rafter to 1O = Joist to Sill To Plate or Girder toe-nail 4 8d common Per Joist I� the exclusive property of the architect. t ` Y LINES - P ( ) O Infrin ements of the concepts and design ideas i D "I 23Plateg P 9Sill Connection etas S to Wall Stud Detail Detail Q .. Bridging to Joist (toe-nail) (2) 8d common Each End presented on these drawings shall be prosecuted > n See Rafter to Beam to to the fullest extent of the law. Copyright 2026: _ HSS2-3-SDS1.5 Blocking to Joist (toe-nail) (2) 8d common Each End ii Post Strapping Detail(S5) Michael Macrina Architect, pc. All rights reserved, NS1-► ELECTRICAL WIRING Blocking to Sill or Top Plate (toe-nail) (3) 16d common Each Block n no part of the plans may be reproduced without • ii (5)8d x 1�"Simpson 'Simpson'H2.5 A J_ the expressed written consent of the architect. o oil '' : Ledger Strip to Beam (face-nail) (3) 16d common Each Joist Halls(galvanized) (600 pounds) o R fJS1 0 Joist to Ledger to Beam (toe-nail) (3) 8d common Per Joist I PSPN516Z LOAD BEARING WALL (with HVAC Chase) �•• Band Joist to Joist end-nail YYY SIMPSON STRONG;-TIE (4)SDVVH27400G MSTC52 ( ) (3) 16d common Per Joist Simpson L70 hi /valle rafter t i Drawing Status Nlodel'HRC1.81" rafter Timber hex screws P P Y PSPIN58Z Band Joist to Sill or Top Plate (toe-nail) (2) 16d common Per Foot 1J O �` �''• ROOF SHEATHING T' °o Joist hanger •'•4 RPS28Z Structural Panels (see zone diagram) (� O beam 2"x ledger fastened Interior Zone 8d common 12" o.c. O ° ° e to wall structure O a common ° Issue�•�� fo , Perimeter Zone Sd common 6" o.c. T ° o o rafter ° Porch Rafter Connection P I u m b i n g , Electrical & H VAC Protection Guards Gable Wall Edge Zone 8d common 4' o.c. O a o Hip rafter ° e Assembly Detail CEILING SHEATHING not to scale Nip er (5)8d x 1y" Gypsum Wallboard 5d coolers 7' Edge /10" Field Simpson nails ° 1 Const-ructiC) n Rid v (galvanized) o in WALL SHEATHING % ° o SIMPSON STRONG-TIE (4)SDWH2740OG Roof beam Structural Panels 8d common 6' Edge /12" Field PSQ418 Strap over every ° post 3,045# o Timber hex screws Garage Door Portal Openings 8d common 3"oc into all framing P ( ) �-Porch roof rafter Gypsum Wallboard 5d coolers 7" Edge / 7' Field to beam to post strapFLOOR SHEATHING Subfloor Hi Raifter to Porch Roof Rafter to Common Rafter to detail ( ) �- Ridge Detail S513eam to Post Detail sheet) Structural PanelsS6Hip/\./alley Rafter Dtl. Dates 1" or Less 8d common 6' Edge / 12" Field Solid wood post Greater than 1' 10d common 6' Edge /6" Field 2/4/26 Permit Set House Exterior Wall (4)8d x%"Simpson ', 2/11/26 Construction Set RIDGE nails(galvanized) \e If cripple studs are utilized over header,then N (8)8d x 1Y"Simpson \a Pp � Column wrap nails(galvanized) second Q provide one CS18 strap from top plate to floor cripple stud&from cripple stud to header House Air Barrier ! 12" Cut ATTIC Simpson Strong Tie length (8)8d x 1y"Simpson nails (8)8d x 1�"Simpson 'CS20'Coil Strap over a (galvanized) E (3)8d common nails at House Siding W nails(galvanized) every stud(1,030 v/ o 12„ v, j each end of strap pounds) , (8)8d x 1�"Simpson nails Porch Girder _ 5 SIMP (galvanized) 0 SON o•/ (9 ) STRONG-TIE'CS20' f0 \ // Post to beam strapping �- Simpson Stron Tie'CS18'Coil Simpson H2.5A BLOCKING 2 BAYS Coil Strap over every v Clear P g Lap Air Barrier'over BACK @ 48" O.C. stud(1,030 pounds) w Span Strap over every jack&king stud Post Post base Metal Ca Flashing -i �- Install'Sim son'CMST16 p g SECOND FLOOR � ^ •: v-o for 16 ft wide sliding door I - - -• - - -- - - - LL first floor 0 ^ 12" N Y oncrete pier Install Ice&Water Shield ''' 0. Hai 8d x%"Simpson No. Date Description underlayment cover Plywood (8)8d x 1y"Simpson 12„ (galvanized) nails(galvanized) Project Sheathing to overlap onto 4, (8)8d x 1�"Simpson i Provide strap for each Porch Column to Deck BLOCKING 2 BAYS �, foundation wall'I and terminate House Subfloor rn nails(galvanized) moo\ jack stud when multiple Assembl Detail BACK ® 48' o.c. V J 3 s� jack studs are required Proposed 12 above decking �, : ! ram\ y _ FIRST FLOOR / (8)8d x 1Y2"Simpson u� nails(galvanized) Addition & Sl7to Gable Stud Wall S First Floor to Second Jack Stud at Roof beam g pRim Joist Wall Stud Dtl. S9 Header O eninDec;kin to be Install Metal CaFloor Wall I Stud Detail i l Renovation selected Flashing over Nailer BLOCKING 2 BAYS Opening oobeam to post rafter BACK ® 48" o.c. IOOr JOISt strapping see detail S5 same Gable Wall Blocking D t l . (8)8d x 1y"Simpson sheet) For If1 Nails(galvanized) V� Solid wood p t inside not to scale Simpson Strong Tie'CS20' Simpson Strong tie SSP stud P 9 hollow cola n m Coil Strap over every stud Simpson Strong Tie'CS20' ( d x 112 plate tie over every stud(420 Susan N (1,030 pounds) Coil Strap over every stud impson nails pounds) CONNECTION OF MULTIPLE PIECES +� (2)8d x 1/' Simpson �, • (galvanized) 1/2"dia.x 4"Lac Screws at 15"oc OF TOP-LOADED BEAMS (1) 0 Nails(galvanized) v, Lo bearing hollow to be hot-dipped galy. O z E O � � (Nails(galvanizeid)pson rglass column Newman & 1%"Width Pieces: to Post base inside hollow Hot-Dipped Galvenized Hangers • Minimum of 3 rows 10d (3" x 0.128")nails at 12" o.c. blocking oor 5�\\p\a column(see detail) Lew Wyman at each deck joist • Minimum of 4 rows 10d (3" x 0.128")nails at 12"o.c. Rim joist o \e - --- - -- for 14" and deeper beams '— (5)8d Nails ° ° e 250 Naugles Drive 2"x"Pressure Treated Ledger �'.I' ° o` 0 If using 12d (3%4')or larger nails,the number o s` ' Mattituck, NY 11952 9 Wrap under ° . ° ��1 foundation �—Concrete undation of nailing rows may be reduced by one. sin late I i Simpson H2.5A o � P \\ P o (8)8d x 1y" a`) O O O O Top plate Simpson nails I Illlll -- --- ------ ------ 1 L II (galvanized) IIII 3/2 Width Pieces: � IIII II I��I a Joist han (IIII � Jurisdiction -- --- ----- ------- rn O O O O 1 �� rn III (5)8d x 1%"Simpson Simpson Stron Tie'CS20'Coil (3)10d x 1 2"Simpson • Minimum of 2 rows/ bolts at VJ �� Nails(galvanized) Strapover eve st I Nails(galvanized) 24" o.c.staggered I (5)8d x 1Y"Simpson every IIII (g ' I id Post Porch Colu Town of Southold O L I IIII Nails(galvanized) IN stud (8)8d x 1�"Simpson IIII t b I Dt " (1)Load must be applied evenly across entire O IIII I nails(galvanized) o Fo u nd n Assembly Suffolk County beam width.Otherwise,use connections for side-loaded beams. Additional nailing or bolting maybe 0 Wall Stud to Cantilevered Wall Stu to Wall Stud to Sill Plate required with side-loaded multiple-member — — S 10 Rim ,Joist Detail Rim to To Plate Detail S12around Hbeams. Refer to current product literature. �- House and Garage Drawn By �� �n Al > 'Simpson'DTT1 Z(910 lb)deck tension M.D. /C�� � _ tie hold down device with a min. 750 lb 1/2 dia.x 4"mason Beam to strapping Simpson 6',, capacity at 4 locations, even) distribute „masonry j PP g Y: 44r p y y Lag Screws at 15 oc to H2.5(hot-dipped galv.) Checked B along deck and one within 24"of each STRAPPING INSTRUCTIONS : be Mot-dipped galy. Note: i 4.. end of the ledger. Hold-down devices Required where note 1. All Strapping To Be 1-1/4" Wide 20 Ga. Steel M.A.M. ;4; 1' - a• j, shall fully engage deck joist per or 'Simpson' Equivalent CS20 (coiled strap) See deck ledger s, " ® on plans detail, same sht. Simpson'specifications with (8) (A Unless Noted Otherwise. (4)8d nails Deck joist Job No. {s 12:` C: , 10dx1-1/2"nails. on wide face of deck Solid Corner P t 2. Use Stainless Steel Straps & Fasteners or for attachment c - - to house. .� Hot-Dipped Galvanized When in Contact joist. Secure tie to to sill plate with +, PP 2549 3/8"dia SDWH timber-hex HDG screw 0 (2) 16d Co on Simpson Si son with Pressure treated Lumber. as per'simpson'specifications nails at C o.c. STHD1 J (House walls) HD SDS2.5 Sol' corner post 3. Install Strapping For All New Construction. Porch girder �� STH 4 (Garage walls) And where noted on plans Sheet Title : f 4. Install galvanized Simpson fasteners as noted (4)8d nails r Foundation Wall C `" 7/8"dia. on details. Post to beam strapping Simpson (2)16d Common 0 Threaded Ro nails at 6"o.c. for 5. Install Strapping for Each of the Following: H2.5(hot-dipped galv.) St rapp g Details }' full length of stud Post V I Blocking at -Rafter to Rafter over Ridge Post base Nailing SC�■ `" -Rafter to Plate to Stud end wall Blocking at a -Hip Rafter to Plate to Stud ¢. second floor Framing Details t;\.` a• end wall ll o -Common Rafter to Hip/Valley Rafter • 0 one#4 rebar Typical ca I Deck Ledger r Detail I E -End Wall Studs to Wall Studs yp g a � �'� l I i 0 -Header to Jack Stud It A In 4) -Jack Stud to Rim Joist 6" = 7 '-O" (half scale) ,\?`L Gott s -Wall Stud to Rim Joist Concrete pier (as per figure R507.9.2(2) of the 2020 NYSRC) 0 3 �to���n -Cantilevered Stud to wall below (all flooir joists run parallel to deck joists) �p -Rim Joist to Sill Plate Sheet Number : �• impson first or -Rafter to Ledger with joist hanger HDU8-SDS2.5 C -Rafter to Beam to Post Deck Strapping I_ -Beam to Post to Floor Beam = Holddown Connection tl. Holddown Connection Dtl. a -Floor Beam to Past Assembly Detail 1 0 -Post to Pier (footing) or first floor o our a non wall connection 2 for first floor to second floor connection -Joists to Beam FOUNDATION PLAN LEGEND ' pe z5 New Foundation Wall --------------- On Footing New Lower --------------- A B C Foundation Wall A4.1 i h ;aE�� A4.1 (see plan) A4.2 /� Existing Foundation Wall --------------- C,-.,-VC,-.,- ■ in -a f f47'-0" (see plan) /krchitoct (ex. hous house) (ex. house) 12-11 t45'-0" 12" 5 (porch floor framing) (deck floor frarming) Detail Symbol A- - & 97 L Main Street Stony Brook NY 11790 " " " t12'-1" 5'-0" 4 f6'-94" /54 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" 6'-4" t6'-0 " 54\ (steps) New phone. 631 686-6585 Poured Concrete Footing email. M Macri nag M MArchitectAIA.com concrete pad (center steps on web. MMArchitectAIA.com under stair laundry room door) These plans are an instrument of service and are 3 stringer 3 F—� A- ----_---- __----__ �i the exclusive property of the architect. Post From Above �� 3 _ �_,�i Infringements of the concepts and design ideas o ;n steps above T��i'771' presented on these drawings shall be prosecuted ,n — — —v— �— ---1r� N to the fullest extent of the law. Copyright 2026: i I exact number of 'X o axi it I I I I� W Required Hold Down Michael Macrina Architect, pc. All rights reserved, = 2"x12"(P.T.) _ _ -__ -_ __ risers to bie Location (see detail) ®I' no part of the plans may be reproduced without stringer at 16"oc — — ---T-- -- determined ini field the expressed written consent of the architect. X , IT , line of deck m 6"x6 6'x6" _ _ �___I __ I_-_Ii 6 x6" 6 x6 above 6'x6" P.T. post P.T.post I P.T. post P.T. post P.T. ost ,;,d STRUCTURAL POST 13 P � P , i , P P � P4t , Drawing Status -------- ----------- -- --- -- � ----------- ----------- ----- -----r -'b�--------- ess oted min. (2)2x6 unl nSee sheet S2.2 - _ _ otherwise on plans (3)2"x10" P.T. 1 (3))2"x10" P.lr. (3))2"x10"P.T for retaining low beam low beamow beamtypical typical typical typical TECO = INSTALL SIMPSON STRONG wall plan i pier'A' pier'A' pier'A' pier i �� o JE TIE JOIST HANGER i 10 line of deck Issue 2"x10"P.T. F.J. io —line of deck at 16"oc 6'len th S1.1 above � +i line of deck ( 9 ) = 6"x6" above above i Y 1, P.T. post z 2"x12"P.T. ledgler post from above post from above i � � exiting wall �- -- -----—----— ---—----—----------_----_--- -- C o n ------- 1 - ' --------------------------------- ------------— _------- - _ ' UTILITY SERVICE NOTE I u7 ----- — M 1 - ' r------------------------------------------- ---------------- ---------- ------------------------------------- i General Contractor Shall Locate & Stake i is I i, , existing Z-----r existing i I St i i i= Ei typical 1 ; I Out All Exist'g Utilities Prior to Any i i i iC) ( pier al Excavation. The Utilities Shown on Plan E _ ; i i i ' ' ' ' ' ' 2"x10"P.T. F.J. i t45'-8" ' are Approximate Locations Only. ^_ = I I I I E I I I I ��� ' I E at 16"oc , � , � i` , , 8 length) , A4.2 i i i i i C ( g ) I I 2"x12" P.T.ledger I 1 Dates NOTE TO F RAM E R 2/4/26 Permit Set 6 x6 I P.T. post r S1.1 ' 1 1 1 lop�f pir i I , o ' ' ' I 2/11/26 Construction Set flush#/gr�de 6'-5" I 1 ' Unfinished i ' Framer to coordinate all toilet, tub and shower drain locations and not place any floor joists in exiting wall , L________J L_-- __-� _- '_-' '-- I_-' J L_ _________J , Cellar , ' g p I those locations to allow enough space for ' I t8'-11"clg. ht. ; plumber to make their connection. ' r----- ------------------------ —————————— ------------------- — , I existing , I I I I M 1 1 pin new pier 1 I I co3 to existing s2.2 I ( SILL PLATE NOTE i t24'-4" f45'-8" ir I 1 existing(2)F.J. ci i ALL SILL PLATES ARE TO BE PLACED '-- -=----=----=--t - Xi i :N OVER COPPER COATED TERMITE 1 ' '� - ' °'' i SHIELD OVER SILL SEAL INSULATION 1 I 1 I (D•S l i / E i I No. Date Description am E I i stair = i, post from post from 1 I ( I = �' i rJ opening above - - above Project to it to y - _H I : : ex. ' ' 1 FOUNDATION DETAILS 1 � -- ------------------- I i ' - - - - - - I` ex.24"x24" 1 ' Proposed I I existing (2) F.J. I I footing F. I footing 1 -a- (assumed) l (assumed) i +I SEE SHEET S2.2 FOR FOUNDATION • • i existing I, existing ' Addition & 11 , � �- column column i , 24" S2.2 WALL SECTIONS 8� DETAILS o post from i i f70'-0" i pin new wall to Renovation i above ' existing I Expand ex.footing 112"in I Expand ex.footing 12"in �- N I � +I I , , in i,� �, I co ail four directions fcor a �,, all four directions for a , - i +i X is X ml N X ia, 48"x48"x12"tall pi.c. X m, 48"x48"x12"tall p.c. - I NOTE ,T' +I " m footing. Pin to ex.footin footing. Pin to ex.footing. ' to � , I �I ��I �� g' g' �� g' g' ' _ I For C �° i a°'i CWD rn aoi a,ai 4 4 1 , , S N � N �I -- —� General Contractor is adjust the � I ' ' NCI N3I Nei o foundation I , o wall height to align new first o i i o, o, �s (see first floor floor subfloor with existing first floor Susan I Top of wall I plan for exact g size and c 1 I see note'T' subfloor. (see foundation wall details) x � ) I 1 3 u ] „ $ ] 3 " ] „ 1 $ ] I g n ] „ ( ) location) 0 o o i i I i existing 1/ x11/ GPI 65 F.J. , existing 1/4'x11/'GPI 65 F.J. , existing 1/ x11/ GPI 65 F.J. existin 1/4'x11/' GPI 65 F.J. Q existing 1/ x11/ GPI 65 F.J. Newman & a I i at 16"oc at 16"oc at 16"oc I at 16"oc I at 16"oc 1 `m L, � , I , I I — t 0 I o < -0 124" Lew Wyman c.� I I c Y � ' ' I ' ( I in new wall to o � , , I I I I � P. . � I TYPICAL PIERS 250 Naugles Drive U , I posts from post from posts from existing at 16 oc 4 post from above % IL------ ------- ---------------- -------------------- --------- - --- -------------------------------- ---- --------------------------- ----- --- ------------- ----------------------� 1 0 T tail sons ube t poured concrete pier on undisturbed to be Mattituek, NY 11952 D 1 1 above above above i + D se on plan, all piers ar 1 existingexisting p p Isturbed soil. A4.2 I A4.2 existing wall 1 I I I I :'. •1 1 I I I I ' T of Piers to b just below e - ----------------- ---- ----------- ----_----_----—_---- -----=----=---- ----=-- _--- -----=----=----_�-----=----=----_ ---_---- _--- _I I. l; I �t.. t I• . . I• . ,.I. I } a op P' a ju b w grad Jurisdiction . i �2"x12"P.T. ledger CO2 L_2"x12" P.T. ledger d '•• • ' , g C01 �„ i: N 24"dia. pier F i S1.1 new stacked stone 2"x10"P.T. F.J. 1 `� - s' Pier A' Total: 15 Town of Southold > e window well at 16"oc 12' length) S1.1 i i ( 9 ) e „ o post from above i i i i i � i.; Pier'B' 18 dia. pier Suffolk Count � i f55'-112" 1 i i i i i b , = t15'-42" of wall Y S1.1 .2'x12" P.T. ledger-,--, edger ste s a ov���- (addition) (see noteto T' Total:2 i id1 ( ) strap as per details on sht. S1.1 (ex. house) i i i i i �I Drawn By: p (see first floor 4 M.D. �,-;: -r�;; m M` a' I 8 " plan for exact rn o� „ „ „ „ „ y 3 o I size of addition) Checked B 6 i 6'x6 6 x6 6 x6 6 x6 1 (deck i I overlap) concrete ad - P I P.T. post �- P.T. post P.T. post P.T. post _�j! under stair �° M.A.M. o 3 1 �- stringer Job No. -1C ` c J 1 C 2"x12" P.T. N r 1IEN }. ---------------- ---------------- � ( ) exact number of .3 2"x10"P.T. (3)2"x10"P.T. low beam 3 2"x10"P.T. low beam - ' ' U' ( low beam ( ) st16 oat x risers to be X 2549 16' oc =_ typical typical typical typical determined in field pier'A' pier'A' pier'A' pier'A' 3 Sheet Title : 1; " 3" Foundation Plan 54T 54 5'-0" 5'-0" 7'-11" 7'-11" 7'-11" 7'-11" t14'-l" f42'-7" t14'-8" (porch floor framing, see deck/porch plan for exact location) A Proposed Foundation Plan B C 4. 1 /4.. _ '1 '_0.. A4.1 A4.1 Sheet Number plan north existing garage— SITE WORK EXCAVATION foundation walls 1 Contractor shall locate&stake out all existing underground utilities prior to any excavation.Any utilities shown on the plans are an ±5'-0"— approximate location only and shall be verified by the Contractor. ------ ------------- Excavation shall not commence until utility mark-out is completed. 2. Excavate all areas as indicated in the drawings.All excavations shall -------------------- I be the minimum depths rerquired achieving clean undisturbed virgin I pin new soil with stable moisture content and non-shifting and non-shrinking I wall to ex�isting at soil characteristics.The Contractor shall be responsible for notification M i --a E� I I of poor soil characteristics to the Architect and shall not proceed with 1 16"oc the work until receiving instructions from the Architect. footing to be a 3 The Architect has prepared the drawing and speifications with an min. of 36" . M below grade assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed soil characteristic of sand, silty sand, clayey sand, silty gravel and clayey gravel(SW, SP, SM, SC,GM and GC)unless a soil test analysis' Ak rc h i tok ct has been performed as per table R401.4.1(1)of the 2025 RCNYS. 5 11 1, 5 97 L Main Street Stony Brook NY 11790 See sheet Al .4 4. All excavations for concrete piers and footings shall be a minimum of for exact -H 3 feet below finished grade unless noted otherwise on the plans. -H Top of wall I I _48"above 5. All backfill shall be clean granular fill. phone. 631 686-6585 ive ex.1-1, landing and IF------------------------------- driveway -H in 13 steps locations 6. No backfill shall be permitted against concrete or masonry foundation email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com 10" walls without floor framing or proper bracing as required to prevent damage to foundation walls. No backfill shall be permitted within a These plans are an instrument of service and are —±18'-5" 1 minimum of two weeks after pouring.The Contractor shall be the exclusive property of the architect. 5-0- W LO I L------------ responsible for any damage to concrete or masonry wall. Infringements of the concepts and design ideas C14 presented on these drawings shall be prosecuted -H 1 o I 7. All grading to drain surface storm water away from foundation walls to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, at a minimum rate of 5%slope. no part of the plans may be reproduced without the expressed written consent of the architect. ------------------- I 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. slope top of wall for I I I I 1 I 1 i 1 1 9. Contractor to excavate all stepped footings as per plans and details. Drawing Status stairs I I CONCRETE 1. Foundation walls are to be a minimum of 3,000 psi, unless noted Top of wall 1 7 i i i i i iotherwise on plans. -H I -H - 2. All concrete work shall comply with the requirements of the American I I I I I I Concrete Institute(ACI)and the 2025 RCNYS. Issued f 10" 10 1 oi -H A_1 ±50" 3. All concrete shall be air-entrained.Total air content(percent by volume c Lo 1 — of concrete)shall not be less thasn 5%or more than 7%. Construtin 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be a minimum of 3,500 psi. Mill pin new,"----,. M one-fifth the narrowest distance between forms or three-fourths the ----------- ------------------------------ 5. The nominal maximum size of coarse aggregate shall not exceed wall to I — existing at i pin new clear spacing between reinforcing bars or between as bar and the side 16"oc wall to of the form. existing at 16"oc 6. Forms shall be made of wood,steel, aluminum, plastic, a composite of Dates See sheet A2.1 cement and foam insulation, or other approved material suitable for I I supporting and containing concrete. Forms shall provide sufficient 2/4/26 Permit Set for foundation strength to contain concrete during the concrete placement operation. 2/11/26 Construction Set plan Form ties shall be steel, solid plastic,foam plastic, or other suitable material capable of resisting the forces created by fluid pressure of freshly poured concrete. II I 7. Do not pour in temperatures less than 40 degree weather, nor when freezing conditions are expected in less than 24 hours. 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or approved equal unless a different product is specified in the plans. PropExterior foundation waterproofing system is to be installed from �osed Retaining Wall Plan bottom of footing continuously up to the finished grade line. 1 /4" 9. All footings are to be reinforced with rebar as per details in the plans. plan north 10. Contractor shall provide and install all cast in place anchor bolts, hold down straps, basement sashes, crawl space vents, etc. as per plans. No.� Date Description Project 101, Proposed Top of Retaining wall up 48"above PLAN 40 6'-0" O.C.— —6" min. Ad d i tion & ex. driveway ------ The Connection Instructions of the New 12" max. _=_--.7 Foundation Wall to the Existing Existing N Foundation Wall are as Follows: TYPICAL TYPICAL Exterior Interior R e n ovat i o n 1) Clean the Exist'g Foundation of any IK SPACING CORNERS T E E typical stud wall--' finished flooring 7 Soil adjacent to the new Foundation Wall. E dean fill 1-1/2"dia. 2) Drill a Hole @ 12"o.c.Vertically, Large —plywood subfloor co PVC weep holes enough for a#5 Rebar. plywood sheathing For 'Simpson'BPS%-3new 3) Install (1)#5 Rebar in each Hole&Set floor joists vertical No. 5 hot-dipped gals.finished drivewa rebar at 18"a.c. w/Epoxy Mortar. 3"sq.Washers& typical siding Align 111II 4) Extend each Rebar 12"min. into the End Nut Setup F ELEVATION horizontal No. 5 New Poured Concrete Foundation Wall. AOD Of bait copper coated n rebar at 18"o.c. T termite shield over sill plate(see frid. 0 sill seal insulation under sill plate rim wall details) E Connection Dtl . top of fnd.wall Newman & E E 8" Not -T-C� :Sc�aklc-_ 5/8"dia. x 12"tall E existing floor L ew Wym a n anchor bolt—41 9 5 rebar Anchor Bolts joists 18"o.c. F911111 .. . A I poured concrete foundation wall TYPICAL SPA LNo at 250 Naugles Drive 2'+ Mattituck, NY 11952 2" C14 Typ. Anchor Bolt MI. 24" Cellar Jurisdiction Not To SC--z-alIE-- =EEI . - — pin new all I pi / existing atw 16"to oc Town of Southold No. 5 rebar 18"o.c. < 4 Suffolk County X-0"— 0 H qnew p.c. Drawn By: �D foundation wall X C "Y' Typical Retaining ME M.D. 1 4 E ex. p.c. Wall Detail Checked By: 4 foundation wall exterior wall floor M.A.M. waterpr fin7'M Joill ts to grade 0o Job No. ex. p.c.slab 2549 top of ex.footing Sheet Title Timber strand—---> bot. ex.footing rim joist Align Foundation Timber strand ex. p.c.footing �_4fL -- cross blocking at 16"oc 17�_N7 Details foundation _EEr = Reta i ning wall 1 411/2" 1 '_011 Section Wall Plan Parallel Rim Detail Sheet Number : Not -Fc:) Scale !32m2 LEGEND Indicates Bearing Wall ` 4 , Indicates Interior .•. `+. .• .s ® �. Plywood Sheathing " Indicates Structural Post Above Subfloor A.S.F. TECO=install Simpson Strong tie joist hanger .'a c r n .-a A rc h i te ct PLATE 97 L Main Street Stony Brook NY 11790 TWO 16d B phone. 631 686-6585 A4.1 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com 16d 12"O.C. These plans are an instrument of service and are TO SPACER the exclusive property of the architect. (I STUD Infringements of the concepts and design ideas presented on these drawings shall be prosecuted A u STAGGERED to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, BLOCKING no part of the plans may be reproduced without A4.2 the expressed written consent of the architect. Drawing Status SHOE I� Uncovered Deck I' Issued foi' new(4)2"x6" new(3)13/4'x7/4'Ivl �i new 3 1%4'x9j/Z' post down to of typical exterior — low beam_ _ Detail artition intersection .� , ■ _ O ! fnd. below PC 0_ _ j new(3)1%4'x9'Z"Ivl header `Ivl header II new(3)2"xll0"hdr. new(3)2"x10"hdr. new(3)1%4'x11'/"Ivl headerzzzt _ I — — — new--_-_ --s--_ - — ------ - - -- -- --- ----_------_---- ------ not to scale EI --------------1 — — — --- y. 12,x6 I (3)2n 6n n n „ „ - -_ new(4)2 x6 _ new 6 x6 /m Jack post 13- o ) post down to „! be wra ed (2)2'x6 pack out wall 2" ! - - - �_ ! ex. t8'-1" fnd. below pack outwall 2 0 P.T. ost to new o PP L ack _—_-- =_ to align with !M x _N g - -La a n d -- clg. ht. 2"x6"wall j E E !I , > i J i to all n with ry I o y: L A4.2 �� - / 2"x6"wall E v A4.2 ! ti Covered Room E 3 a'; I I Mudroom - ' '_ Bathrm. #1 0 DRYWALL NAILER Dates Porch #1 I ex.t8 1 existing 1%4'x11Y8'GPI 65 F.J. ONE 16d clg. ht. (� at 16"oc TO NAILER 2/4/26 Permit Set m ' L new6"x6 clg. ht. t _= -- c Ii/new P.T. post to _ _-___ new I Z. _ 2/11/26 Construction Set be wra ed PPP c �new (2)2„x6„ I xa) [ - W.I.C.(2)2"x6„ jacckPowder 16d ( 'headerjack ! ex.t8'-1new 2 2"x10" ader ! 2 2'x10' Room STAGGERED OO - r new(3)2" 10"hdr. ' I cl ht. - i - -- - - __ Bedroom #1 --- -- —- new - L�- ------ ---- ---- -------- \- - /(3)ack6 ------ HVAC - ecclg. ht. a room 12 O.C. 2 2'x4 ; - VERTICAL Jack j new(2)2"x4" ex.t8'-1" : return clg. ht. L s „ „ jack m new linear drain existing 1/4 x11/ GPI 65 F.J. J \ (2)2„x4„ (see detail) Jit i at 16"oc I _ ----- ! Jack j ' - II o ` ! existing 1Y4'xc117/"GPI 65 F.J. x X 10d TOE- m existing (2) F.J. -�- - I at 16"oc I M NAILED TO SOLE I �, `o -. > existing - 3 3 > I °' CL o ' .a a� a'�� 1%4'x111/"gF.J. SHOE No. Date Description sloped / m I I P m o �i a) ceilingT E I "�'r y T E I i` i teco to ex. _ rn o m CL t' X o opening / X ! ! flush beam) -- , x o t` new(2)2"x4" ex. t8-1 Project r I ex. post Jack clg. ht. ------- --------------------- -------- N F.J. existing 13/4'x11Y" F.J. existing i l new?"x5'/4' new(4)2"x6"/ ! line of second floor above Proposed c II I (teco to new flush beam) ---- versallam post post down to ! I. I P beam below i Detail of typical Addition & new i _ down to existing i exterior corner ---- (2)2"x4" new(4)1%"x 20"Ivl ridge beam new(3)2"x6" I \ ' beam below post ®� 1 under existing ridge board jack existing1%"x117/"GPI 65 F.J. !_ ---------- --- Renovation 4 2"x4"post i E pack out wall 2 not to scale from abve `� -------------------------------------------------------------- 'post from at 16"oc(teco to new flush beam) post from post from I! ) to align with down to header new above above I above I -0 2"x6"wall below (2�2"x4" __ new(3) 1%4'x11�/8'=1v1 flush-beam_ � =�_ J L _ _new(2) 1_%"x113/"Ivl flush beam __ ' m jack new under wall from:above r - �' I� J (2)2"x6" \ �l f\ uncderwall from above I i�E -o> v Living ! jack hanger - hanger 1.3 o m ?+ - For -- - --- -- I>-a m E Room J �' ' 3 N I! o - N r- @ (see sec.floor I� Screened o o _ . Kitchen Dining I > x - x n strut. plan) ! Susan � o I --- - - - -- - -- - x r , „ _ Room Imo= Fz rn ( c Porch °.' a� sloped a ex.t8-1 I c r w v open to x �° ceiling ' X 1 - -, clg. ht. E o „ i 'N above I !' -� m n g , c c ex.t8-1 .. new -� S �) l - '� m ;_ 3m ' m o n ----___--- 3 clg. ht. m _O____1 Newman & o vaulted Clg. vl 00 I -.c ° v, o _> (, o contractor to o m 4c: - -- _ = ' SOLID WOOD a3i w m !, existing 13/4'x113/"GPI 65 F.J. E s ! BLOCKING consult with client C i I m m existiin 1/4 x11/ GPI 65 F.J. i i for exact locations - Lew Wyman ne at 16"oc(teco to new flush beam) x at 16 ©c(teco to new flush beams) -__= t n � prior to drywall w post from = linear drain (2)2'x6" 9 P " installation _ (see detail) - jack new(4)2"x6" F 4/ above ( o t post I 250 Naugles Drive I post down to rt� down to fnd. A4D new 2 hack 11-- -----y-- ( �a k 11- -- -hack - - - ' ( �a k -- down to post ,new new new below toilet 2 2 x4 2 2'x4 2 2 x4" 2 2"x4" new(3)2"x6 p I new(3)2"x6"post , fnd. below i D paper 2"X10" Mattituck, NY 11952 ---/j - _J ` --J -- _�� -- fnd. �i'l� down to fnd. �' i new 5Ya"x 5Ya" A4.2 holder BLOCKING / \ / _f=i— --- -- - -- ----- - ---- - - ---- _ _ __ _------- versallam post - CV I . ---- _._ ---- •--=- -- - -- - - - T down to fnd. new(2) 1%4'x9%4'Ivl header new(2) 1%4'x9'/4'Ivl header I new(3) 1%4'x11'/"Ivl header new(3) 1Y4"'x11%"Ivl header Jurisdiction !I �- below l i new 3 2"x6" new(4)2"x6" ! - T�-� i O post down to Town of Southold E I I i post down to t fnd. below new 3 2"x6" ' �`s •� � - ! fnd. below .. O i �ew new(3) 1/ x9%'Ivl header r new TypicaI Bathroom Suffolk County pfnd�beowown o E i . f 4 ' ' U_ b Covered -0 I 1(2)2 xs' (2�jack A4.1 ,; , a n >i jack I Jack Blocking Heights X; i x o =� I = N _ Porch 2 �. .. _ .. l �I # nit -- -- -- -- 1/2 - 1 '-O Drawn By x ��Z,F C�A ; \ ; - - ----- M.D. -- -- 3, I BLOCKING NOTE. Checked By: �I Simpson Column Cap - --- ----- -- - ----------- -------- -i ----------- ------ --- -- i' ECCLR Blocking to be provided by Carpenters M.A.M. -5%" Job No. 1285 -$-- in the following locations W1 - z toilet paper holders p , continuous 3 13/4'x7�4'Ivl with 2 %2'x 7" W2= 5%" 2549 ,q C O O new 6 x6 steel flitch plate flush beam (t32' length) new 6 x6 new 6"x6" W3=6" towel bars j f V� Simpson Column Cap P.T. post to P.T. post to Sim son Column Ca P.T. post to _ p p H 1 -7 shower doors ---- ECCLL be wrapped be wrapped be wrapped tub doors PP PP ECCU PP Sheet Title W1 =5%" H2-7' pedestal sinks W1 =6 8" 1/2 dia Machine ■ W2= 5%" W2-5/ shower base First F l o o r W3=63/" B H1 =7" `� 2'-0" Bolts 2" H 1 =7" H2=7" A4.1 Structural Plan NOTE TO FRAMER Proposed First Floor Structural Plan =N Steel to be painted all sides Framer to coordinate all toilet, tub and shower 1/4" = 1 '-O" 1'-0" 1'-0" with a rust preventor prior drain locations and not place any floor joists in to beam assembly those locations to allow enough space folr plumber to make their connection. sheet Number plan north Detail of typical flitch beam assembly Not to Scale e%) LEGEND Indicates Bearing Wall ZlI_LZ7Z_IIZZ= Indicates Interior .� ... .•� �. s . Plywood Sheathing Indicates Structural Post i � Above Subfloor A.S.F. c TECO=install Simpson Strong tie joist hanger M ."a c:,,- r n .-a A, r'c h l te PLATE 97 L Main Street Stony Brook NY 11790 TWO 16d phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com LSTI-491 Strap jr in web. MMArchitectAIA.com plate is not contis 16d 12"O.C. These plans are an instrument of service and are over header TO SPACER the exclusive property of the architect. STUD Infringements of the concepts and design ideas presented on these drawings shall be prosecuted STAGGERED to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, BLOCKING no part of the plans may be reproduced without BEARING FOR DOOR the expressed written consent of the architect. OR WINDOW HEADER Drawing Status B C A4.1 A4.2 SHOE \studs Issued for aro ack of - - - __ ---_-__ pack out p ut typical new(3) 13 1 der wall t " new(3)28 new(3)1Y4" 13header Detail partition intersection omitdouble top plate new(3)2x8 hdr. double p plate Uonstrucibi I IvI------------------------------------- � E no o sca e" / LL2 2 x6' new clro et __--_. r new closetO (2)2 x6' ------=------ -_--= 2 2"x6" "jack _— `. ;' --- --- -- O (2)2 x6' I tack , tack 2" g in �_ jack N ., jack new slopedwer`, aDceilin i glure ! new sloped m aE a� 9 new i new 0O ceilingo.�A4.2o (2jack4 - --____ (2)ack4 P A4.2I --------------- -----� i ex.t8'-1" °A � X �5 cl Iht. B #2 i cl ht. i --o ---------------- - �._______- DRYWALL NAILER X X ex.t83'-1 1 _ o = ___ N Dates A4.1 v j! I existm 2"x10"C.J. ONE 16d at 16"oc(cut back to i i _ ^ -? TO FILLER 2/4/26 Permit Set c v o new bearingwall v v 0 - NAILER Bedroom #2 new/ ) knew Bedroom #3 ao 2/11/26 Construction Set (2jack6 / -3: m °D new 11'-6„ (aack41 i s"'— j fff---�iii»'� jack new 11'-6" 3 c clg. ht. new Id[indry clg. ht. c 16d closet STAGGERED new linen cl. II new linen cl. 12"O.C. _ -- — new(2)2x10" (; i - _ _ new(2)2x10" VERTICAL header I % - ; ; header fI i new pull down XIN x Hallway 8 1 - attic stab �; clg. ht. (consult with i v t i ° TI clientforexact -------------JI 3 new I {} i o 3 location) double frame c (2)2"x4" `�'` I N 10d TOE- �, �_ -------__ - _around new----- -- c - r ------ -- - -- lack each NAILED LED - - - - - - - - -- - attic stair side new t8'-1" TO SOLE ° existin 2"x10"C.J. clg. ht. c SHOE No. Date Description at 16"oc Project ?\ new 36"tall wall Hall Proposed Walk-In ex. t8'-1" eclg. ht Bathroom #3 '� .. Detail exc>fterior corner post Addition & Closet I _ 2 x10 blocking --- cl ht. i between studs ------------------------------------------------------------- 9• i � p i� � ex. t '-1" � "� i around shower �,-.u- Renovation ost fromnot to Scale clg.:,ht. � � ' i above -------LJ base �j E vi 1 open to _ �c ¢ m T � U) below / --- , \ - N X 2"x6"blocking in wall/ open to X For new sloped new down o ' new 3 2"x4° for shower glass - O below -a O p post down to i i post down to coo E ceiling i i enclosure typical g beam below i I beam below 3 . M o new(3)1%"x9Y2" °.' c r Susan n Ivl flush header a 0 roof rafters N i i - Newman o c new sloped 1 Q_ (see roof plan) ceiling (�( �° g bo -H m ai 3 m o 1 1 3 SOLID WOOD contractor to c Bedroom #1 � o i i 0 ( ) p (4)2"x6"post down BLOCKING consult with client Lew Wyman � c 4 2 x6"post down i i roof rafters for exact locations to beam below to fnd. below 0 i (see roof plan) prior to drywall new c i new(3)1 y4'x18"Ivl flush beam installation vaulted clg. i i (;4)2"x6"post - - - - - - 250 Naugles Drive J r taper 2 x1O Mattituck, NY 11952 D i i -from above D A4.2 i /� new 2"x10"C.J. p __ at 16"oc(16'length) holder BLOCKING -------------- ------------------------- ------------- - - ---- - --- ---�I - — 2 2 x6" (set bot.at t8 1 A.S.F. ., 4 2 �, \ new(3) 1 y4'x11�/"Ivl header \ / new(3) 1 y4'x113/"IVI header / ( )ack to match existing) (2)2 k /, Jurisdiction new new new I jack new t8'-10 (4)2"x6" (4)2"x6" (4)2"x6" - plate ht. post post post - -- - Town of Southold ( ; new(3) 13/a"x11'/8"Ivl header A ; Typical Bathroom Suffolk County A4.1 Blocking Heights Roof Deck I C 1/2" = 1 '-O" Drawn By: M.D. o� RC BLOCKING NOTE. Checked By. j king to be provided by Carpenters Bloc M.A.M. �•` - -- - - - - - -__-------------_----- - - ------ - -- - - - - - - --- _ , Job No in the following locations toilet paper holders towel bars 2549 shower doors B tub doors Sheet Title A4.1 pedestal sinks shower base Second Floor Structural Plan Proposed Second Floor Structural Plan NOTE TO FRAMER _ 1/4" = 1 '-o•° Framer to coordinate all toilet, tub and shower plan north drain locations and not place any floor joists in those locations to allow enough space for Sheet Number : plumber to make their connection. s ROOF PLAN LEGEND y. ----------------------------- ,z. BELOW ROOF ----------------------------- 12 INDICATES ROOF PITCH 79 12 BEARING WALL ZZ-Z 17-7,717_ M i BELOW ROOF INDICATES AREA OF OR mzra c r i n ca DOUBLE ROOF FRAMING h i -�ect INDICATES POST BELOW INDICATES STRUCTURAL 97 L Main Street Stony Brook NY 11790 - - BEAM BELOW ROOF INDICATES SEQUENCE phone. 631 686-6585 OF ROOF FRAMING 2 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. B C Infringements of the concepts and design ideas presented on these drawings shall be prosecuted A4.1 A4.2 to the fullest extent of the law. Copyright 2026: NOTE TO FRAMER Michael a Architect, pc. All rights reserved, of th no part of the plans may be reproduced without the expressed written consent of the architect. All overhang sizes noted on roof plan are e x i s t i r-i g roof r•i e w roof p Drawing Status rough framing from outside face of stud wall to outside face of sub-fascia and sub-rake. fc3 s c i o tE�� r- -i a rr--)i rcg new 16" fascia overhang Issued for new 4" rake overhangConstructiOn l= ------------------------ `7T7717II_IITI_l_ -ITl_i�1_llT_7.111111 ,�1IlI1ZT1�IJlII strap rafter to ridge beam with 'Simpson'H2.5A existing ridge L board a) // new 2'x8 R.R. r_i 9 9 o' at 16"oc ; ' ----,- 1 1 1 1 I � 3 v (10'length) ---------- i -------------------- --------------- (10'length)c '0 i --i A4.2 A � /{ ! ; ±8 to E f 12 I Fi I match ex. A4.2 Dates I I 12 F7 c f maintain a -C 2/4/26 Permit Set existing roof i d rn min. of 4 _ ex. ; ; is °' L ri F-� remain C 1 f below sec. N to a n 1 E 2/11/26 Construction Set » floor window F-a X 12 ------------------------------- I N o 3 n e w 1 6 f a s c l cl o v e r h a n g - cfl ------------------------------- sill above N r ; ; 1 X 02 I 1 1 1 1 I o 1 -- -------------------J -------------- 3 d ° I 71IIIIILITITITIT7.7_ ! 1Z17_!7_IIIIIII-__1 2 --TIT!T_L�j 7_� x ---- ---- ------------- ---------------- ------ align new roof m 1 ; ' with I , I I 1 1 ex. I I 1 1 f _____________________ __________________________________ _______-_ -J _-_-_-________--__ L i , I I I I I I i1_ _________ 1______L____________ ________.___1______L____________________1_____1-_-_-_______L__________________________-______________ _________________� I eAer L 1 � :_� existing N- 0 � i ! ;-- �- � plywood filler each side o existing roof _____________ __i F roof rafters V j X (0 to remain N ; e x i s t i n g r i;d g e b o c j-d t o r e m a i n new 1 3/4"x 1 6" I vl ridge board c- see plan for ipost size No. Date Description @ new ridge beam set L ; �, j tight o underside of X 1r ---------------------------------------------------- -------------- ext ridge board Project new 13/ x16 Ivl ' II ' post ridge beam down post rid a beam downI ----- ---------------------------------------------- 4 i - -- --- ------------ ------------ ---- ------------, II .r ---- --- ------------ ------------ ---- p g p g2 I '7� ridge board a Proposed Qi to header below with header below with ,. Q -- 3 j (4)2"x4"post(see (4)2"x4"post(see \..- to I �' rn 1 ; rndetail'A',same sht. detail'A', same sht. aXi 12 �'' 12 axi g 29 . (1)2'x6"each side to Addition & U 'a Lnew roof new;roof + '� ali n new roof r ±8 ov rframe overt a ne ��,, ±8 C -0 with ex. 12 d o, existing ridge board t o remain N � X 3 ex. ; ; ! ex• x 3 I L sandwich ridge beam . _ N 0 N C +8 t� - - Renovation 3 " 0 C �� // new ovefframe // neit pverframe O� � � I match N N new (4)1 /4 x20 Ivl ridge beam Ja !, L j 'A', > R.R. at�6, oc R. t.;at 16' oc ex. (see detail some sheet) > ; IF ;-; q, iv o �IL7_Z7.71T1ZIL7__7_-T_�-_L7__ZIIZ_Ifll I — — -_I7__T7__7_7__ZLI � 7✓�T_7_ZIILlLT7_T��; � new fireplace " ! k post below post below s% new ✓ r e� flue Ridge Beam Post Detail r (see struc. plan) E (see struc. plan) o erfra e N ; I r r /I CoE v N ��` 16"OC f� ��2 ,� O ^ beam below -a post ridge beam down r �� o� P� IA 1-1/2" 1 '-O" d !� 2 • '�" to beam below with > i� Susan .. (see struc. plan) N new 2 'x12� flat sleeper d o m rn (4)2"x4"post(see detail'B', same sht.) , I N = existing roof ----�;� c �� �� �o new boiler flue Ne w m a n & e1 _ to remain ±8 to 12 12 ±8 to \ 2 E o jost �/ �� `o �� poi W m i r match in match 1 m m✓ (see�Cruc. 2 �° new overframe P s ex. _X ex. / ��n) ; R.R. at 16"oc P ridge rafter i 1 rid a beam with Lew W m a n new 2"x10"R.R. r' / ,�� o �� v post below �' ; i Q, 'Simpson'H2.5A new overframe (see struc. plan) M at 16"oc(22'lengthi) 250 Naugles Drive io new 2"x10"R.R. or ,�N R.R. at 16"oc > _ beam below _ D at 16"oc(22'length) post ridge beam down to �'i ry see strut. p an o D Mattituck NY 11952 j If header below with (4)2"x6" 0 3 X f o A4.2 f/! post(se ht.)1 �., ±8 0 12 '.r 12 ±8 to v o A4.2 e detail'B' same s L----T----------- --------------r-------------T-------------------------------- ------- -------------------------------------------------------------- ---- - match match " IC1 T1 TI TLT_ I LJT7__L7__ZI LT_I LI LLfLILlLTLT I!LJ L l7-- -- - -- - -- -- -+ ---- -------------i-------------L-------------L-------------L------------- ----- --------�--------se------------------------------- ------------------- ------ 1 ex. 3 ex. 1 Jurisdiction new 2"x10"R.R. new 2"x10" • � � r-) ew 'I 2 " rake o erh cln g /' _-- :� 3� • • • . _�t_,fi�D� a2',en th • • • • Town Of Southold ----atL16"oc- new 'I f ci s c i a o e r I-� cl n g new 16" fascia ;�;;- ( 9 ----- - (12'-length)-- -- I11, I overhang ;;;; new 12 r<Dke< overhung Suffolk County I , Ridge beam A Roof Deck I I, I Below Drawn By: r .. D j (see second floor plan) j M.D. Checked By: I , C A4.1 Plywood M.A.M. IL---------------------------------------------------------------------------------------------------------------------------------- Filler each ----------------------------------------------------------------------------------------- -------------------------------------------------------------------------------J Roof Rafters �, side Job No. �`?•� see plan for post size 2549 "N ( ) Sheet Title B 1 2"x6"each side to A4.1 sandwich ridge beam Roof Proposed Roof Framing Plan Framing Plan Ridge Beam Post Detail - plan north EB 1-1/2" = 1 '-O" - Sheet Number LEGEND SYMBOL SUPPLIED BY INDICATES PHONE JACK phone ,:, INDICATES CABLE JACK INDICATES DUPLEX RECEPTACLE 0 i E3� ' INDICATES FLOOR OUTLET �j F.O. INDICATES DUPLEX GROUND FAULT INTERRUPTER RECEPTACLE 9 /krch ite INDICATES QUAD RECEPTACLE 97 L Main Street Stony Brook NY 11790 INDICATES LED RECESSED �� ADJUSTABLE CLG. LIGHT FIXTURE INDICATES LED RECESSED CLG. phone. 631 686-6585 LIGHT FIXTURE HH email. MMacrina@MMArchitectAIA.com --"--"-"-- '""""`"""" "- INDICATES SURFACE MOUNTED CLG. �SM web. MMArchitectAIA.com =,-� __"_�.�. `_I------a-'----------------- --1" LIGHT FIXTURE These plans are an instrument of service and are ______________'I the exclusive property of the architect. I I INDICATES PENDANT CLG. LIGHT Infringements of the concepts and design ideas -----------------4 FIXTURE presented on these drawings shall be prosecuted I I to the fullest extent of the law. copyright 2026: r----------------- INDICATES LED KEYLESS CLG. LIGHT KL Michael Macrina Architect, pc. All rights reserved, I I FIXTURE no part of the plans may be reproduced without the expressed written consent of the architect. ---L---------------- ---------------------------------------------------------------------- INDICATES RECESSED CLG. WP r-®-------------------------- ® ® ® ® ® WATER-PROOF LIGHT FIXTURE I I Drawing Status INDICATES WALL MOUNTED LIGHT FIXTURE I , INDICATES SURFACE MOUNTED LEDSML I I i LIGHT FIXTURE I , INDICATES JAMB SWITCH is Issued fL,-)kr r-,--T--r- --T------------------ INDICATES SWITCH $ ,Constl '''",Uc ion I I I I I I INDICATES 3-WAY SWITCH3 I I I I I I I I I I I I I , INDICATES 4-WAY SWITCH $4 I I I I I I I I I I I I ' INDICATES EXHAUST FAN (100 c.f.m.) EF I Dates I I I I I I Existing Q INDICATES SMOKE DETECTOR SD 2/4/26 Permit Set ' ! Unfinished INDICATES CEILING MOUNTED © 2/11/26 Construction Set I i CARBON MONOXIDE DETECTOR Cellar i INDICATES WALL MOUNTED CARBON CM no electrical work ; MONOXIDE DETECTOR - to be performed INDICATES CEILING FAN W/LIGHT Q D i I I —r-- --- - INDICATES LED LIGHT FIXTURE I , I CM SD THERMOSTAT O T No. Date Description I FB FIXTURE BOX ,• ----- ---- •' _� Project . ex. E.P. — r existing e xisting SOFFIT MOUNT MOTION FLOOD �Q oil tank LIGHT w ExistingProposed HH I _—_-- HH I _—_ - HH I - HH I —_— — -- HH I existin aril e 9 G a r a e oil tank WALL MOUNT MOTION FLOOD LIGHT (� Addition & no electrical work I I I ( I ex. UNDER CABINET LIGHT(LED) i to be performed Existing E P. Renovation M{� existin ex. GR g Utility Room E.P. CD HH HH ' - _ - - HH —_— HH `��d�� no electrical work GENERAL ELECTRICAL NOTES ' Cn (— to be performed �.r.. For I I HH �c � Y 3 , , 1. WHITE DECORA RECEPTACLES&LUTRON MAESTRO LED New I I __ AND DIMMER SWITCHES - - - - - - Stora e r Susan ' Workshop ' cell I i existing ! 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO I I I y� i INSTALLATION REGARDING ANY ADDITIONAL EXTERIOR I MOTION DETECTOR&FLOOD LIGHT LOCATIONS. Newman & HH HH HH HH I 3. CONTRACTOR TO CONSULT W/ I existin U OWNER PRIOR TO xg boiler9-__j___; INSTALLATION,ANY ADDITIONAL LIGHTING, POWER, Lew W m a n Utank I--- I CABLE,AND PHONE REQUIREMENTS AND LOCATIONS. �� -- 9------- !Gn 4. ALL OUTLETS TO BE LOCATED 18"A.F.F. 250 Naules Drive ..,. a l uc tt t k NY 11952 5. ALL SWITCHES ARE TO BE AT 48"A.F.F. �.� .. .... -' 6. CONTRACTOR TO PROVIDE POWER FOR SECURITY I '• , ,. I I I I !<I j SYSTEM, LOCATION TO BE DETERMINED. Jurisdiction � , I I I I i.l•; Town of Southold Suffolk County .: : RECESSED LIGHT SPECIFICATION I I I I I 1 .;„1 I I I I I I ;. All interior recessed light fixtures are to be Drawn By: ,�, RED A 'Halo' LED H995 4" New Construction AIR-TIGHT IC Housing M.D. ;I � I . with RL 4 white LED trim kit module or approved equal. ' Contractor to consult exact fixtures selection riolr to ordering. Checked B ----------- -------------------------------------------------------------------------------------------— p g M.A.M. y — EXTERIOR LIGHT SPECIFICATION Job No. O/,�14�,; Cellar Electrical Plan 2549 All exterior recessed soffit light fixtures are to be 'Halo' LED 1Sheet Title : � /4" _ -1 '-o" H995 3" New Construction AIR-TIGHT IC Housing with RL plan north 3" white LED trim kit module or approved equal. Electrical Plan - Cellar Plan Sheet Number : LEGEND SYMBOL SUPPLIED BY r INDICATES PHONE JACK Tphone y # INDICATES CABLE JACK TV T INDICATES DUPLEX RECEPTACLE i ' INDICATES FLOOR OUTLET F.O. C r nzoa INDICATES DUPLEX GROUND FAULT INTERRUPTER RECEPTACLE 9 Ak rC h i Ct INDICATES QUAD RECEPTACLE 97 L Main Street Stony Brook NY 11790 INDICATES LED RECESSED /WW ADJUSTABLE CLG. LIGHT FIXTURE t� INDICATES LED RECESSED CLG. phone. 631 686-6585 LIGHT FIXTURE HH email. MMacrina@MMArchitectAIA.com INDICATES SURFACE MOUNTED CLG. web. MMArchitectAlA.com �(r F,' LIGHT FIXTURE These plans are an instrument of service and are r the exclusive property of the architect. INDICATES PENDANT CLG. LIGHT Infringements of the concepts and design ideas FIXTURE presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, I! INDICATES LED KEYLESS CLG. LIGHT no part of the plans may be reproduced without FIXTURE 4' the expressed written consent of the architect. -------- - -- ( (i _ INDICATES RECESSED CLG. WP i WATER-PROOF LIGHT FIXTURE Drawing� - - - tatus . - -- - -- -- _--- _ __ - INDICATES WALL MOUNTED LIGHT - - - - - - - - --- - -- - - I• FIXTURE - - - - - - - - - - -- -- - - - - — --— ----- — I. Uncovered Deck -- i ' -- - - - -- _ --- - -- -- - - - - -- --— --- -- - - - INDICATES SURFACE MOUNTED LED SML . - - - �, - - ---- -- -- --,' - -- - r - - --- - - -- - ----- ------ -- --- - 1 LIGHT FIXTURE - - y___ __ _ ____ - - -ashutioffC.. : - -- - -- --- - -- -- - --- - INDICATES JAMB SWITCH isS S u e for valve -- - - -TEl T j �I 3 ; - 1 3 GFl 3 INDICATES SWITCH ■ at_ 1' ! _ - - I � closet_ new dryer 1_- HH : °a HH HH HH I INDICATES 3-WAY SWITCH I - -- - I out ! ----- ----- _ HH ----- HH � I t ! ' 1 I � I 3 Ili I ill l I ; sh - --- new — - EF I I I:' INDICATES 4-WAY SWITCH - I I _ I - I �II w.m. Bathrm. #T - -i HH !- ,� F - I HH - - t j Mudroom I - -� -' - .-� _ HH --- i� Bedroom - -- ---.----_.-__ I = INDICATES EXHAUST FAN (100 c.f.m.) EF , L f i �- - i J C] -- J r ---- #� . �I I I 1 I I I auin ry i - _. Dates - -- {I --'_- ! Covered Room - - - t— 1 ;Porch#� HH- — — HH �-- " M INDICATESMOK DETECTOR 2/4/26 Permit Set 1S E SD _' '' I i �— GFl - --- - HH { i - --- D ---- HH set f � � co INDICATES CEILING MOUNTED © 2 26 onstrucUon et -- -- j / I oat- 3 `' - - - --/ - -- - - - H I D CARBON MONOXIDE DETECTOR I H D C -- _ — J--^ !_ =--1; do set EF HH - - = - r HH -- TV i--- - GFl_ - f � - I -=-- ---- HVAC �' � - - I � I MOUNTED CARBON CM INDICATES WALL MOUNT ?- - - 4 3 \ R Om MONOXIDE DETECTOR GFl -- - — -- 1 �yi return -! HH I -- — —_HH I —_—_—_ HH ____= HH.' - r_ -I) I > I' I I INDICATES CEILING FAN W/LIGHT I , - ------ ------ �L--- � _� � I) H� HH HH l r__,._ 3 1 1 1 • L1 I - --- --- , - ---I- ,; Hallway it HH HH HH I --- - '- --_-i ---- I - I, I HH HH A, D HH 'HH —�-- ----- ----- I! HH -- I D O I - -HH ______ INDICATES LED LIGHT FIXTURE �' HH I , � � Up = - - -- -- ------ --- - _ --- THERMOSTAT O No. Date Description Screened 3 �Sfireplace ---- ! - Porch - -- - - -------- ----- V ink ice ---- -� -------------t------ - ---- -- FIXTURE BOX ®FB ref M to -- -, W Project -- - ------- - ------- ref. I� pantry pantry broom - _ - SOFFIT MOUNT MOTION FLOOD _ 11H HH HH I cabinet cabinet / !I HH freezer closet/ i t Proposed ! "� . _ Up�O LIGHT ---- - L ---� -- ' lights --- - i HH !HH \ /HH \ /----- HIH HH - - --- ----- ------ - ----- ------ - WA MOUNT MOTION FLOOD LIGHT • GFI I HH - -----+�--- -- - - _ - Addition & r i j ridge beam above ( M I Kitchen i i� Dining i i I UNDER CABINET LIGHT(LED) ■ Renovation pendan �,�Room ----- I I I HH HH HH HH --� --------- -- I- I counter overhang �----------- -- H Gnl - pendant - ---pendant �:' HBH I - HH I ! '' GENERAL ELECTRICAL NOTES For --- --- ------ --- - ----tom- - - --- — Living C I� g I o n w 1. WHITE DECORA RECEPTACLES&LUTRON MAESTRO LED -T -- I' O r c, //� > OVerl) j pendarMt Room r !i HH I I `I \, HH (, 0 ,1 island � AND DIMMER SWITCHES !I ---=- -- --- - ---T- --- �, I; j 36 stove I '' J I i F.O. (see sec-floor j Susan oven with 1 ; electrical Ian for 0 I',exhaust I downdraft O� I I I p 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO =-` exhaust lights above - '- ; 9 ) INSTALLATION, REGARDING ANY ADDITIONAL EXTERIOR Newman & open to MOTION DETECTOR&FLOOD LIGHT LOCATIONS. HH HH HIH HH HH ! Up to above ---- - .r-- ----- -- - - - _= H —- - - - -—-—-—- - - ------ ; 3. CONTRACTOR TO CONSULT W/OWNER PRIOR TO Lew Wyman _ HH HH HH --_ - lights INSTALLATION,ANY ADDITIONAL LIGHTING, POWVER, - - HH I I ` I _� I -- - -------- --- -- ! CABLE,AND PHONE REQUIREMENTS AND LOCATIONS. - - tr [�siFnk d.w. - 25 Naugles Drive - - - - 0 ou ash ! 3 4. ALL OUTLETS TO BE LOCATED 18"A.F.F. -T -- -- ---- - - - - - - GFl GFl ; GFl GFl 3 3 3 3 i 1 -- ----  —-- Mattltuck, NY 11952 - --- --- - - -- - - - --- - - -- - ---- 5 ALL SWITCHES ARE TO BEAT 48 A F F GR -- - - --- - GFl - 1 t n t " HH HH -- -- ------ - - - — — CONTRACTOR TO PROVIDE POWER FOR SECURITY Jurisdiction - - -—- ----- ------ NH ----- -- --�� -- --- - - - - - l --=--- -----r SYSTEM, LOCATION TO BE DETERMINED. ---- - ----- --- ---------i 1 -- - _1 ; Town of Southold HH i - - �I - D , 0-= i- ► ,�; O , O Cb f Y vered - Suffolk Count Porch #2- - RECESSED LIGHT SPECIFICATION Drawn By: - HH HH - HH HH ! 'Halo' LED All intedor recessed fight fixtures are to be —1 ,-- - ---- ---- - - - - - --__--- ------- + H995 4 New Construction AIR-TIGHT IC Housing M.D. • �., rr� . ------- ------- -- BBQ HH ---- - ---- - - --- -- -- - -- - with RL 4"white LED trim kit module or approved equal -_- __- -- _ - __- _---- 1 �^; Contractor to consult exact fixtureslselect on prior to ordering. checked By: -- - - _.— --��`-= - -- - - - M.A.M. EXTERIOR LIGHT SPECIFICATION Job No. 2549 All exterior recessed soffit light fixtures are to be 'Halo' LED Sheet Title : Cj' /� First Floor Electrical Plan H995 3" New Construction AIR-TIGHT IC Housing with RL 3"white LED trim kit module or approved equal., Electrical Plan 1/4" = 1 '-O" plan north - First Floor Plan Sheet Number LEGEND SYMBOL SUPPLIED BY A INDICATES PHONE JACK Tphone INDICATES CABLE JACK TV T INDICATES DUPLEX RECEPTACLE INDICATES FLOOR OUTLET - OF.O. M ., INDICATES DUPLEX GROUND FAULT INTERRUPTER RECEPTACLE 9 /krch ibect INDICATES QUAD RECEPTACLE 97 L Main Street Stony Brook NY 11790 INDICATES LED RECESSED �WW ADJUSTABLE CLG. LIGHT FIXTURE INDICATES LED RECESSED CLG. phone. 631 686-6585 LIGHT FIXTURE HH email. MMacrina@MMArchitectAIA.com INDICATES SURFACE MOUNTED CLG. SM web. MMArchitectAIA.com LIGHT FIXTURE These plans are an instrument of service and are the exclusive property of the architect. INDICATES PENDANT CLG. LIGHT Infringements of the concepts and design ideas FIXTURE presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: INDICATES LED KEYLESS CLG. LIGHT Michael Macrino Architect, pc. All rights reserved, no part of the plans may be reproduced without FIXTURE the expressed written consent of the architect. INDICATES RECESSED CLG. �WP WATER-PROOF LIGHT FIXTURE Drawing Status INDICATES WALL MOUNTED LIGHT Electrician to Electrician to FIXTURE consult with consult with INDICATES SURFACE MOUNTED LED sML owner for exact owner for exact LIGHT FIXTURE location of TV location of TV INDICATES JAMB SWITCH is Issueu, for slo ed � �' I I sloped INDICATES SWITCH O n s ruc I O n p ceilings �H ! 9 ceilin HH HH i ,,i I I; t I; f i M HH HH INDICATES 3-WAY SWITCH -—-—-- ir HH ----- newv closet` --1� �� ir_. new closet ' ----- HH ----- - 3 i�F�ai ;I Bedroom � L � ,: - . � Bathrm_f#2_ � _. ;� Bedroom , l i 1 INDICATES 4 AYSWITCH i -1 i -- -0 �- � #3 � I �-- 4 C I _, HHi ' ( ; i i . , HH --,i i - -�- - -------- ----- - 1 - -- INDICATES EXHAUST FAN (100 c.f.m.) EF II HH ' 1 i Dates IF flat EF ' I ceiling O ' D I 1 i D flat o 0 I I - ___ - / I ceiling I INDICATES SMOKE DETECTOR SD 2/4/26 Permit Set I / HH HH � d( ii ` - - - - HH - - _ HH _ INDICATES CEILING MOUNTED CM 2/11/26 Construction Set - - - -- - - - -- - �� _ --- new !ash HH --- -. -- --� CARBON MONOXIDE DETECTOR O - - -- - - _ - ------- ---- --- ---------------------------------------- - -- --- - - 1 ! I news linen cl. dryer valve new linen cl. ` I/ omatic. I= _ I �� _ ��; INDICATES WALL MOUNTED CARBON CM ---- -- _ --- - - - MONOXIDE DETECTOR idb i1L _ _.� I 3 3 I ' W.M.new ' f $3 � l\-� HH I I I INDICATES CEILING FAN W/LIGHT 0 ! HH __ HH HH pull down attic stair --�-=-- --- ------�}------ - D�� {�H-H HH HH - HH HH HH (' ------- T ------ ----- _- - I Hallway - - ----- l Loft INDICATES LED LIGHT FIXTURE dowww��i i \ HH'' ---i HH I H`►' H M` I H ---- HH --- HH — H _—_\` _ H— ---- THERMOSTAT T \ /� HH folding counter O No. Date Description FIXTURE BOX ®FB �GFl new 36"tall wall Project . 111 ,114 I I : SOFFIT MOUNT MOTION FLOOD 1 < ! � �:' � 1 . down D HH - - - Proposed % EF -- LIGHT HH HH HH — --- HH ----- _____ r - _a HH HH HH j-- -' 3 4 I I I WALL MOUNT MOTION FLOOD LIGHT Addition & --------------------------------------------------------------- HH il_ i BathrOOm'# - - ' �=k .', I I I UNDER CABINET LIGHT(LED) ��...�....�... - -- ---- ------ below Renovation open to � - 33 _ ----HH! -- C GENERAL ELECTRICAL NOTES For HH -��--- HH I --- HH — i i — HH - -� _- _ I HH � 1 HH HH _—_ _—_— 1. WHITE DECORA RECEPTACLES&LUTRON MAESTRO LED III I 1 - I o, I i �; �j I HH _ _i — � r _ @ i AND DIMMER SWITCHES Susan ! I I O I E I O O sloped ca ceiling 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO .0 I I i I I INSTALLATION, REGARDING ANY ADDITIONAL EXTERIOR 0, o -o -- Newman & - I open to I I MOTION DETECTOR&FLOOD LIGHT LOCATIONS. below .I , HH --_—_ HH I _ ; _ I HH ----- I HH ----- HH — , 3. CONTRACTOR TO CONSULT W/OWNER PRIOR TO INSTALLATION,ANY ADDITIONAL LIGHTING, POVNER, Lew Wyman - HH i i I CABLE AND PHONE REQUIREMENTS AND LOCATIONS. ��sloped ceiling�� / Bedroom #4 HH ( HH I HH I 250 Naugles Drive 3 3S ----- ----- 4. ALL OUTLETS TO BE LOCATED 18"A.F.F. - - - - - - -- -- - - 1 =- -- --- Mattituck, NY 11952 - - - - ----- - - - - -- - - --- --- - -- down 5. ALL SWITCHES ARE TO BEAT 48 A.F.F. I: -� I - - - - - -- -- -- - -_-- - -" -- --- - - 6SYSTEM, PROVIDE POWER FOR SECURITY Jurisdiction �JI CONTRACTOR TO LOCATION TO BE DETERMINED. Town of Southold " r Suffolk County _ _ --- --- - Roof Deck--- RECESSED LIGHT SPECIFICATION -- - -- Drawn By : I- - - -- - - - -_ _ - - -- All interior recessed light fixtures are to be - - - - -- - - - - - 'Halo' LED H995 4" New Construction AIR-TIGHT IC Housing M.D. I _ - - - - -- -- - with RL 4"white LED trim kit module or approved equal. -- -- - - - - Contractor to consult exact fixtures selection prior to ordering. Checked By: - - - I — -- -- -- - --- - —. M.A.M. EXTERIOR LIGHT SPECIFICATION Job No. �l7V .� - IGi 2549 Second Floor Electrical Plan All exterior recessed soffit light fixtures are to be: 'Halo' LED Sheet Title : t <' - H995 3" New Construction AIR-TIGHT IC Housing with RL /■ -1/4" - � •-O•• 3 white LED trim kit module or approved equal. Electrical Plan plan north ATTIC LIGHT AND POWER - Sec. Floor Plan Electrician to provide the following: - Power for (2) air handlers - (2) service outlets total (1) near each air handler - (6) keyless LED lights with switch located near attic stair Sheet Number GX7 B `l �� 5 '2- AMEWD i ENT �s�Rs ABBREVIATIONS AND LEGEND VF PLACARD CODE DATA SHEET INDEX BUILDING DATA'5_'1_A6NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, e2025 RESIDENTIAL (CODE OF NYS Sheet No. Description FLOOR AREA BREAKDOWN ACQ ALKALINE COPPER QUATERNARY FT-G. FOOTING PT-SG PAINT, SEMI-GLOSS SHEEN PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER ACOUSTICAL TILE GA GAGE, PKT POCKET 9 ENERGY CONSERVATION : 2025 ECCCNYS C-1 Code Data ACT CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total AL ALUMINUM GALV GALVANIZED P.S. PEDESTAL SINK (In accordance with Title 19 NYCRR PART 1265) 9 STRUCTURAL & LATERAL DESIGN : 2025 RCNYS ALT ALTERNATE GFI GROUND FAULT INTERRUPT QT QUARRY TILE TO:Town of Southold Building Data Cellar Level (finished) AFF ABOVE FINISHED FLOOR GIL GLASS RAD RADIUS OWNER OF PROPERTY:Susan Newman and Lew Wyman e PLUMBING : 2025 R(CNYS Scope of Work ASF ABOVE SUBFLOOR GWB GYPSUM WALL BOARD REQ'D REQUIRED h ."a ALUMINUM SADDLE G)YP. BD. GYPSUM BOARD REV REVISION(S) SUBJECT PROPERTY N T M NUMBER): ELECTRICAL 2023 N FPA 702023 & 2025 RCNYS , REVISED UBJECRO ( S AND TAX AP UMBR): * : NEC, - co A.S. Lot Description a- M i C, � ' A.P.B. ANTHONY POWER BEAM 'GIP' GEORGIA-PACIFIC RM ROOM 250 Naugles Drive,Mattituck,NY 11952 U) First Floor Level 2,427 sq.ft. 2,427 sq.ft. e M ECHAN I CAL : 2025 RCNYS 0) B.C. BRICK COURSE(S) HC HOLLOW CORE R.J. ROUGHJAMB SCTM#1000-99-05-02 G-1 Building Code Minimum Standards S a c Floor eve , q. c: r i n 4-aw 2! M BD BOARD HOW HARDWARE R.C.N.Y.S. RESIDENTIAL CODE OF e TOWN OF SOUTHOLD ZONING CODE Second Fl Level 1338 sq.ft. 63 sq.ft. 1,401 sq.ft. BOT BOTTOM HNA HOLLOW METAL NEW YORK STATE PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): within ex.space BLDG BUILDING HOR HORIZONTAL R.R. ROOF RAFTER El New Residential Structure DEMO PLANS A rc h i to ct B.W. BOTTOM OF WALL HIP HIGH POINT R/R REMOVE & REPLACE CBB CEMENT BACKER BOARD HR HOUR(S) SAB SOUND ATTENUATION BLANKET El Addition to Existing Residential Structure USE: Single Family Detached Residential Demo First Floor Plan Totals 3,765 sq.ft. 63 sq.ft. 3,828 sq.ft. HIF HEIGHT SECTION El Rehabilitation to Existing Residential Structure EX.1 97LMainStreet Stony Brook NY 11790 CIL CLOSET SEC CONSTRUCTION: Wood Frame Platform (un-sprinklered) CLG CEILING HD HEAD S.F. SQUARE FEET EX.2 Demo Second Floor Plan 0 TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT 0 Attached Garage 604 sq.ft. 604 sq.ft. CLR CLEAR(ANCE) HWAC HEATINGNENTILATING/ Sim SIMILAR PROPERTY REFERENCE ABOVE WILL UTILIZE ENERGY CODE COMPLIANCE METHOD EX-3 Demo Elevations IL COL. COLUMN AIR CONDITIONING SPR SPRINKLER (HEAD) (check each applicable line): Covered Porch#1 73 sq.ft. 73 sq.ft. phone. 631 686-6585 CONC CONCRETE IN INCH (ES) so SQUARE El Truss Type Construction(17) These plans have been prepared as per section email. MMacrina@MMArchitectAIA.com CONT CONTINUOUS IN*T INTERIOR ❑ SS STAINLESS STEEL R402.1 .5 - Total UA Alternative Path by web. MMArchitectAIA.com CMU CONCRETE MASONRY UNIT IN'V INVERT STC SOUND TRANSMISSION CONTROL E3 Pre-Engineered Wood Construction(PW) utilizing REScheck-Web Software FLOOR PLANS Covered Porch#2 435 sq.ft. 435 sq.ft. These plans are an instrument of service and are CT CERAMIC TILE J17 JOINT STD STANDARD El Timber Construction(TC) 0 the exclusive property of the architect. (see attac1hed REScheck Calculations) :3 CS CORRIDOR SUPPLY KI'T KITCHEN STIL STEEL A1 .1 Cellar Floor Plan 0 Uncovered Deck 282 sq.ft. 282 sq.ft. Infringements of the concepts and design ideas IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): (D presented on these drawings shall be prosecuted C.J. CEILING JOIST LAV LAVATORY SD SMOKE DETECTOR Contractor to coordinate and schedule all required C CANTILEVER ILVIL LAMINATED VENEER LUMBER A1 .2 First Floor Plan A to the fullest extent of the low. Copyright 2026: CANT T.C. TOP OF CURB El Floor Framing, lncludinMGirders and Bea s(F) inspections with third party testing agency. at Roof Deck 320 sq.ft. 320 sq.ft. Michael Macrina Architect, pc. All rights reserved, 1 0 - no part of the plans may be reproduced without CMD CARBON MONOXIDE DETECTOR L.C. LINEN CLOSET TEL TELEPHONE 0 Roof Framing(R) -Air seal inspection (if required) Al .3 Second Floor Plan Ln the expressed written consent of the architect. DIA DIAMETER L.(C.C. LEAD COATED COPPER THK THICK(NESS) I",� -Insulation inspection 0 0 Floor Framing and/Roo Fr m (FR DIM DIMENSION MAX MAXIMUM T.O.S. ❑TOP OF SLAB ming, ) -HVAC duct leakage inspection(if required) A1 .4 Deck/Porch Plan DOOR WIN MINIMUM TP. TOILET PAPER /r" ' Q0- DR SIGNATURE: 77 DATE: final blower door test is not required for Drawing Status DTL DETAIL M(O MASONRY OPENING TPF TEXTURED PAINT FINISH PRINT NAME: Michall Ma/ndlkrchitect,pc this project as per RCNYS DWG DRAWING MIRB MARBLE T.S.P. TEXTURED SPRAY PAINT DN. M..S. MARBLE SADDLE TX TOILET EXHAUST CAPACITY(Chec Owner SCHEDULES DOWN "r El Owners Representative D.F.U. DRAINAGE FIXTURE UNITS M71L METAL TXF TOILET EXHAUST FAN Climatic & Geographic Design Criteria : Table R301.2(l) EA EACH MIFR. MANUFACTURER TV TELEVISION 6" DIAMETER > Ground Snow Load: 20 psf A2.1 insulation Schedule Details A DIAGRAM CLASSIFICATION EL ELEVATION NPA NOT APPLICABLE TYP TYPICAL Speed: 130 mph ultimate wind speed Energy Conservation Notes ARE Issued EQ EQUAL NIIC NOT IN CONTRACT TEMP TEMPERED (126 mph actual as per ASCE 7-22) EX EXISTING NOM NOMINAL TECO JOIST HANGER A2.2 Window/Door Schedule EXH EXHAUST NR NOT REQUIRED T.W. TOP OF WALL Topographic Effects: No ---------------------------- For REFLECTIVE RED REFLECTIVE WHITE 2M Plumbing Riser Diagram EXT EXTERIOR WITS NOT TO SCALE U.O.N. UNLESS OTHERWISE NOTED PANTONE#187 U) ----- ■ - Wind Exposure Category: B EF EXHAUST FAN O(C ON CENTER(S) VB VINYL BASE ----- - Interior Details Constl uction EW EGRESS WINDOW O(CC. OCCUPANT(S) VcJ VERTICAL CONTROL JOINT c Seismic Design Category: B H OVERHANG FAI FRESH AIR INTAKE OI VCT VINYL COMPOSITION FLOOR TILE 75 Region Noecial Wind Reg FC. FIRE CODE PART. PARTITION VIF VERIFY IN FIELD Sp ELEVATIONS > FD FLOOR DRAIN P.C. POURED CONCRETE VWC VINYL WALL COVERING Wind Borne Debris Zone Yes _J P.L. FIN FINISHED) PROPERTY LINE WC WATER CLOSET Existing P.7. PRESSURE TREATED WD WOOD E A3.1 North Elevation, Exterior Specs. M Unfinished Cellar FILR FILOOR(ING) 0 Weathering: Severe Existing FPSC FIRE PROOF SELF-CLOSING PT-EGS PAINT, EGGSHELL SHEEN WR WATER RESISTANT r - e 6 Garag Dates Frost Line Depth: Winches A3.2 West Elevation, Exterior Specs. FT FOOT(FEET) PT-FL PAINT, FLAT SHEEN ZR ZONING RESOLUTION co 0 F.J. FLOOR JOIST Termite: M U=3 E 2/4/26 Permit Set to Heavy A3.3 South Elevation, Exterior Specs. 11° F A3.4 East Elevation, Exterior Specs. 2/11/26 Construction Set Winter Design Temperature 3/30/26 Bid Set MATERIALS +1 Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters ff The construction type 1/2" 5/7/26 Construction Set designation shall be"I", Flood Hazards N/A "ll","Ill","IV"or`V"to STROKE SECTIONS L------------------------------ indicate the construction Air Freezing Index 618 BRICK VENEER WIIIIIIEAIIIU94ii EARTH classification of the A4.1 Building Sections A,13 III Efli 1111 F�AIIIIIMIIIII H structure under section DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.1* F 602 of the BCNYS COMPONENTS THAT ARE OF A4.2 Building Sections C,D,E,F CONCRETE MASONRY UNIT INSULATION (THERMAL) TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2(2) T11 FLOOR CONSTRUCTION,INCLUDING ZONE 18.2 -19.0 GIRDERS AND BEAMS C) EXTERIOR DETAILS Proposed STEEL 'PVC' or COMPOSITE MATERIAL cu CY)"R" ROOF FRAMING ZONE 5 18.2 -24.0 Uncovered Deck (282 sq.ft.) "FIR" FLOOR AND ROOF FRAMING A5.1 !�! Exterior Details ROUGH WOOD N RIGID INSULATION , ZONE 1 16.7 -18.0 SI-ANDARDS AND CODES No. Date Description CD CONCRETE FINISH WOOD IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, co ZONE 2 16.7 -21.0 FOUNDATION PLANS Proposed Project PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED to ZONE 3 16.7 -21.0 Covered Porch I 4 PLYWOOD GYPSUM BOARD TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR �2 ZONE 1 10.5 -16.0 S1 .1 Strapping Details (73 sq.ft.) 4 b > Proposed PART 1265. IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT o -2 ID Nailing Schedule 0) THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER 0 10.5 -29.0 _J Existing Living Space IY- (2,427 sq.ft.) LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. O SYMBOLS 10.5 -43.0 Framing Details Classification: Addition & Alterations Level 11 ZONE 1 10.0 -18.0 Utility Protection Detail Ll_ as per sect. Lq - -W Re n ovati o n CALL BEFORE YOU DIG 20 ZONE 2 10.0 -30.0 S2.1 Foundation Plan / Pier Plan 0 B0105.1.2 NEW FRAMED WALL detail L_ 7/-2'\ number �2 E OR (detail e=;2 DETAIL . . ZONE 3 10.0 -46.0 EXISTING FRAMED WALL Irea Zone Diagrams: STRUCTURAL PLANS For Lsheet C.'all Oefore 1!ou. Dir, 1 091 'i !Z/Z,/ZZZ,/ZZZ FRAMED TIMBERSTIRAND WALL number n I �TJ + 2 2 S3.1 First Floor Structural Plan / Details Susan Electric Power Lines Second Floor Structural Plan Details F_7 S3.2 Proposed DOOR REVISION CLOUD Gas, oil,or Steam AH S4.1 Roof Framing Plan CoveredPorch CD I IL Communki-dign Lines,CAN Newman & STRUCTURAL BEAM 5 EWINDOW Potable Water 4 s 4ELECTRICAL Lewr_w7 Reclaimed Water, Irrigation,Slurry /7 _T JOISTS / RAFTERS Gable 5 Interior 5 211 WINDOW EXT. DOOR NUMBER Sewers and Drain Lines Wall�' Zone E1 .1 First Floor Electrical Plan two-digit (see schedule) KwNwhatsbelow. Temporary survey Markings Edge Perimeter 250 Naugles Drive identification0(see NUMBER Call before you dig. Proposed Excavation Z Zone E1 .2 Second Floor Electrical Plan Mattituck NY 11952 number Proposed Addition floor level SMOKE DETECTOR MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS: Table R301.5 within ex.space 11 INTERIOR DOOR NUMBER > (63 sq.ft.) Jurisdiction two-digit (see interior drawings)) 12( horizontal USE LIVE LOAD DEAD LOAD Q) Classification: Additions identification ROOF PITCH VICINITY MAP _J as per sect. BO 106 tnumber "77716<-vertical Exterior Balconies and deicks 40 psf 10 psf L_ I . I I I I A 6 Town of Southold floor level 0 Existing Living Space 1 211 ROOM NUMBER floor --------- ABOVE/ BELOW HIDDEN Fire Escapes 40 psf 10 psf 0 Attic (1,338 sq.ft.) Suffolk County two-digit see schedule Passenger Vehicle Garages 50 psf as per plan LL Classification: open to ( ) identification "a I Alterations Level 11 CENTERLINE g below Unhabitable ATTICS without Storage 10 psf 10 psf C a per sect. floor level 0 130105.11.2 Drawn By: Unhabitable ATTICS with Storage 20 psf 10 psf 0 dk ELEVATION MARKER DRAFTSTOPPING a) ____ - - A // .E IRV e ),ED U) p M.D. Habitable ATTICS and ATTICS 30 psf 15 psf OT U A4 % nB PLAN KEY 2 elevation number served with fixed stairs -44-i Checked By: -1,17 Iq o- r (see plan key notes, s;arne sht.) Rooms other than sleeping rooms 40 psf 15 psf -04 1 A7.1 3 INTERIOR ELEVATION 19 M.A.M. 4 section number 4 sheet number Sleeping Rooms 30 psf 15 psf LinI . SECTION Job No. 'A , 't-, Stairs 40 psf 10 psf SCOPE OF WORK p ia �sheet number Guards and Handrails 200 psf lateral Renovate Existing two story wood frame residence 2549 Guard in-fill components 50 psf Proposed second floor addition within existing space Sheet Title ROOFS 30 psf 15 psf Proposed covered porches ALLOWABLE DEFLECTION: Table R301.7 Proposed uncovered deck Cover"II,Sheet HVAC ZONE CHART Structural Member Allowable Deflection Proposed Roof Deck ZONE Air Handler ROOMS INCLUDED IN ZONE Proposed exterior renovation (new siding, roofing, trim &windows) - Legend LOT DESCRIPTION Rafters having slopes greater than 3/12 with no L/1 80 Location finished ceiling attached to rafters. New HVAC system (see attached Manual J) (see HVAC zone chart) Project Data DISTRICT/ SECTION / BLOCK I LOT : 1000 - 99 - 05 - 02 Interior Walls and Partitions H/180 zone#1 cellar Entire First Floor Proposed Plumbing Work Floors and Plastered ceilings L/360 (new) (see Manual J) Proposed Electrical Work (to be filed by Electrician) Scope of Work TOTAL LOT AREA = 72,340 sf , All other Structural Members L/240 ZONING DISTRICT: R-40 zone#2 upper Entire Second Floor 6 2 0 253 Sheet Number: Exterior Walls with plaster or stucco finish H/360 (new) attic (see Manual J) 13 Exterior Walls - wind loadsa with brittle finishes H/240 0- a zone#3 attic over Living Room Exterior Walls - wind loads with flexible finishes H/1 20 (existing) living room Lintels Supporting Masonry Veneer Walls L/600 Fd Note : L=Span Length, H=Spon Height GENERAL CONDITIONS CONCRETE GLAZING DRYWALL }. P g 9 9 equipment 11- 1. All work shall conform to the codes listed on the cover Sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations.The followin shall be considered BATHROOM WALLS&CEILINGS: 1/2" mold &moisture resistant Equipment Sizing. Heating and cooling a ui ment shall be sized in accordance with ti P purposes glazing:: gypsum with ACCA Manual S based on building loads calculated in accordance with ACCA . , All codes shall supercede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber, or two thicknesses specific hazardous locations for the u oses of lazin sum board with one coat of g s,:�'���; ; the drawings,whether they are indicated on the plans or not. GENERAL a. Glazing in fixed and operable panels of swinging, sliding door tape and three coats of spackle * !�' a� �`_`,,1;',. b. Two thicknesses of 1"x nominal lumber with broken lap joints Manual J or other approved heating and cooling calculation methodologies.New ors 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2"x4"or 2"x6"wood studs at 16"oc and bifold door. ... .. `., 2. Contractor shall check and verifyall dimensions notes and conditions Concrete Institute ACI and the 2025 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32"wood structural with joints backed up by SHOWER WALLS&CEILINGS: 1/2" cement board replacement heating and cooling equipment shall have an efficiency rating equal to _,1, ; ` ( ) p or greater than the minimum required by federal law for the geographic location w X at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32' wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2" 2"x4"on the flat d. One thickness of 3/4"particleboard with joints backed by 3/4" and one coat of thinset where the equipment is installed. and/or field conditions before starting the work.The dis(covery of of concrete)shall not be less thasn 5%or more than 7%. 2-1/2" 2"x3"stud at 16"oc c. Glazing in all unframed swinging doors. Manual J&S is required for any new or replaced heating or cooling equipment particleboard. discrepancies after beginning the work shall be the full(responsibility 3-1/2 2 x4' stud at 16"oc GARAGE WALLS&CEILINGS: 5/8 type-x gypsum board i of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 5-1/2" 2"x6"stud at 16"oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs,whirlpools, saunas, where noted on plans with one coat of tape and a minimum of 3,500 psi. steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle f. 1/4"cement based millboard 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom ELECTRICAL M .-a c,--- �' Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board n .--a conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 1. All electrical work shall conform to rules and regulations of the It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. FIRE PROTECTION OF FLOORS three coats of spackle 2023 National Electric Code, NFPA 70-2023 and the 2025 �� h ' tE:h, �� Owner immediately if the occurs. of the form. e. Glazing in an individual fixed or operable panel adjacent to a door Residential Code of NYS. A d. Lap top plates at corners and intersections. 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold&moisture resistant 2. The Electrical equipment and wiringshall be installed in accordance 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood,steel,aluminum, plastic,a composite of Any top plates that are cut to fit ductwork, headers,pipes,etc.shall gypsum wall board membrane,5/8"wood structural panel membrane or exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of with chapters 34 thru 43 of the 2025 Residential Code of NYS. 97 L Main Street Ston Brook NY 11790 prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap as specified on plans. equivalent on the underside of the floor framing member. Penetrations or walking surface and it meets either of the following conditions: tape and three coats of spackle Y approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient equivalent on the underside electrical outlets,lighting,devices, luminaires, 3. Electrical work to be Fire Underwriter's inspected and approved. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2"x nominal thickness. wires,speakers,drainage,piping and similar openings or penetrations e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2"gypsum board with one 4. All electrical outlets in"wet"areas to be g p round fault interrupter 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic, or other suitable shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats (G.F.I.)type. phone. 631 686-6585 with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be of spackle freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5. Working clearance dimensions around electrical panel to be a email. MMacrina@MMArchitectAIA.com 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the minimum of 36"deep x 30"wide x 6-6"high. web. MMArchitectAIA.com from their subcontractors as required by the authority haviing jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D, or other approved equivalent sprinkler system. FLASHING / SEALANTS / TAPES 6. All electrical work to be performed by a local licensed electrician. These plans are an instrument service and are the exclusive property of the architect. occupancy and/or certificate of compliance. b. Floor assemblies located direct) over a crawls ace not intended f. Glazing in an individual fixed or operable panel that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is Ground-Fault Circuit-Interrupter Protection. Infringements of the concepts and design ideas 8. Install 'Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided Y P the following conditions shall be considered to be hazardous location: in contact with soil or concrete. presented on these drawings shall be prosecuted o for storage or fuel-fired appliances. Locations. to the fullest extent of the law. Copyright 2026: 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60/o of the over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permitted to be uunprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil)hidden metal flashing where 1.All bathroom receptacles are to have G.F.C.I. protection. Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without bottom of footing continuously up to the finished grade line. of the stud, and the hole is not located in the same section as a cut where complying with the following: tops of level roofs intersect with vertical wall surfaces.See plan for 2.All garage&accessory building receptacles are to have G.F.C.I.protection. the expressed written consent of the architect. 8. Any deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled f.2 The bottom edge of the glazing is less than 18 inches above metal specification. the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40% and up to 60%dhall be doubled with not more than two c.1 The aggregate area of the unprotected portions does not exceed 80 square feet per story. the floor. 3.All outdoor receptacles are to have G.F.C.I. protection. successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys,skylights 4.All crawl space receptacles are to have G.F.C.I. protection. 9. Contractor shall be responsible for adequately bracing.and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along f.3 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. Drawing Status 5.All unfinished basements receptacles are to have G.F.C.I. protection. all work during construction against damage, breakage;, collapse, down straps, basement sashes, crawl space vents,etc. as per plans. the perimeter of the unprotected portion to seperate the unprotected floor; and All metal flashing shall extend up vertically a minimum of 4"from the distortion and misalignment according to applicable codes,standards h. Fire Blocking as required portion from the remainder of the floor assembly.. roof surface. See plans for metal specificaiton. 6.All kitchen receptacles that serve countertop surfaces shall have and good practice. f.4 One or more walking surfaces are within 36 inches measured G.F.C.I. r d.Wood floor assemblies using dimension lumber or structural composite protection. Bearing Walls: horizontally and in a straight line,of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior STRUCTURAL STEEL „ „ lumber equal to or greater than 2-inch by 10-inch nomiinal dimension, 7.All laundry, utility and bar sink receptacles that are located within Eft. 10. All work shall be performed in a first class manner with alll new materials. a. Partitions must be constructed of minimum 2 x4 studs spaced at doors.See plans for metal specification. The Contractor shall provide all equipment, labor and nnaterials 1. All structural steel shapes shall have the following properties: 16"oc of a of lumbers specified unless otherwise noted on plans. or other approved floor assemblies demonstrating equivalent fire g. Glazingin guards and railings, including structural baluster panels of the outside edge of the sink are to have G.F.C.I. protection. Issued PP 9 P P type P P performance. g 9 9 necessary for the proper execution and timely completiron of the work. Wide Flange ASTM A992 Fy=50 ksi and nonstructural in-fill panels, regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to 8. Electrically heated floors, hydromassage bathtub,spa and hot tub The Contractor shall be responsible for all materials and equipment Angles&Channels ASTM A36 Fy=36 ksi b. If a double top plate of less than(2)2"x is used,floor joists shall be a walking surface shall be considered to be a hazardous location. roof intersections.The flashing is to extend vertically up against the locations are to have G.F.C.I. protection. stored at the job site. Plates ASTM A36 Fy=36 ksi centered directly over bearing wall studs below with a tolerance of 2. Combustible Insulation Clearance chimney a minimum of 4 and let-into horizontal masonry joints 4". Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". Combustible insulation shall be seperated not less than 3 inches from h Glazing in walls,enclosures or fences containing or facing hot tubs, 9.All receptacles within 6 feet of the outside edge of a bathtub or For 11. The Contractor shall have the building department approved plans and recessed luminaires,fan motors and other heat-produciing devices. spa's,whirlpools,saunas,steam rooms,bathtubs,showers and indoor or 6. Flash, caulk and seal all junctions of new roofs,walls and shower stall are to have G.F.C.I protection. a ■ any other approved plans and permits on the job site thiroughout the 2. All bolts are to be 3/4"dia. conforming to ASTM A325,type X. c. Interior bearing stud walls must be sheathed with a minimum of outdoor swimming pools where the bottom exposed edge of the glazing is penetrations,to form a watertight assembly. Consti Ct I O n entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Exceptions less than 60 inches measured vertically above any standing or walking Arc-Fault Circuit-Interrupter Protection. whichever is turned for tightening. fire blocking. Where heat-producing devices are listed for lesser clearances, surface shall be considered to be a hazardous location.This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 12. All Contractors and Subcontractors shall be licensed and insured. combustible insulation complying with the listing requirerments shall be apply to a single glazing and each pane in multiple glazing. deep shall be solidly filled with a neoprene rope or backer rod. Locations. 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross separated in accordance with the conditions stipulated iin the listing. 1.All branch circuits that supply 120-volt,single-phase, 15&20 amp 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM A123&A153. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped outlets installed in kitchens,family rooms,dining rooms,living rooms, techniques, sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. parlors,libraries,dens,bedrooms,sunrooms,recreation rooms,closets, programs in connection with this project. 4. All welding shall conform to AWS code D1.1 'Structural Welding Code' Nailing: and in a straight line,from the waters edge of a bathtub,hot tub, hallways,laundry areas and similar rooms or areas shall be protected by for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' Dates a combination type arc-fault circuit interrupter installed to provide 14. Contractor to follow all manufacturer's specifications,recommendations the plans. component and cladding wind loads specified on the cower sheet. sauna or steam room. or approved equal flashing tape. Jambs first then head over jamb tape. protection of the branch circuits. 2/4/26 Permit Set and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested b,y an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a Single-and Multiple-Station Smoke Alarms. 2/11/26 Construction Set manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory,and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the plane of soft flashing pan over the rough sill framing continuously up each side. All smoke alarms shall be listed in accordance with UIL 217 and details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate the adjacent walking surface of stairways, landings between installed in accordance with the provisions of Section R310 of the 3/30/26 Bid Set Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior side-hinged flights of stairs and ramps shall be considered to be a 11. Penetrations around all pipes,vents, ducts,wires,etc.through ceiling 2025 Residential Code of NYS and comply with the provisions the correct installation of a specified product noted on the plans. MASONRY doors shall be tested and labeled as conforming to AAM,A/WDMA/CSA hazardous location. and floor levels to be sealed with fire caulk-1 36 by Everkem or equal 5/7/26 Construction Set 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. to meet ASTM 136 testing of NFPA 72. 15. The Contractor shall keep the job site clean, safe and frree of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. j. Glazing adjacent to the landing at the bottom of a stairway where Locations. (Section R310.3) 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" Single and multiple-station smoke alarms shall be installed in 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal arc less less than 180 degrees from the bottom tread VENTILATION the following locations: without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: nosing shall be considered to be a hazardous location. building permit unless signed and sealed by Michael Macrina Architect, pc 3. All masonry walls shall have'Hohmann&Barnard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 1. MECHANICAL VENTILATION: 1. In each sleeping room. to be installed continuously at every other course unless specified published manufacturer's recommendations to achieve the djesign pressure Local exhaust and whole house mechanical ventilation systems are to 2. Outside of each separate sleeping area in the immediate in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple 3"x members: specified.Substitute anchoring systems used for substrate?s not specified FIREPLACES be designed in accordance with section M1505 of the 2025 RCNYS vicinity of the bedrooms. DEMOLITIONNOTES Through bolt with 1/2"diameter machine bolts at 24"oc by the fenestration manufacturer shall provide equal or greater anchoring 3. On each additional story of the dwelling, includingi basements 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: and habitable attics but not including crawl spaces and uninhabitable 1. Prior to demolition,the Contractor shall have all utilities,disconnected. bar diameter, unless noted otherwise on plans. Hearth Slab Thickness 4"min. thickness for hearth extension Exhaust air from bathrooms and toilet rooms shall not be recirculated attics. In dwellings or dwelling units with split levels and without such as but not limited to gas, electric,water,telephonce, cable, etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening required: within a residence or circulated to another room and shall be exhausted an intervening door between the adjacent levels, a smoke alarm No. Date Description In addition,the Contractor shall obtain utility mark-out prior to members are to follow manufacturer specifications unless noted Unfinished basements, habitable attics and every sleeping room Hearth Extension 8"for fireplace opening less than 6 sq.ft. directly to the outdoors. Exhaust air from bathrooms,toilet rooms and installed on the upper level shall suffice for the adjacent lower commencing demolition or excavation. ROUGH CARPENTRY on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12"for fireplace opening greater than or kitchens shall not discharge into an attic, crawl space or other areas level provided that the lower level is less than one full story emergency escape and rescue opening.Where basements contain equal to 6 sq.ft. inside the building except for ductless range hoods. below the upper level. Project 2. Demolition work shall be done in strict conformance witth local,state 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms,an emergency escape anid rescue Hearth Extension 16"for fireplace opening less than 6 sq.ft. 4.Smoke alarms shall be installed not less than 3 feet horizontally and federal regulations, including all permits and utility disconnects. opening shall be required in each sleeping room plus ome in any 3. DOMESTIC COOKING EXHAUST: (front of opening) 20 for fireplace opening greater than or from the door or opening of a bathroom that contains a bathtub 2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings Domestic cooking exhaust equipment shall discharge to the outdoors Proposed 3. The Contractor shall at all times provide protection agaiinst weather minimum Fb=850 and E= 1.4x106. No SPF lumber may be used standard washers. shall open directly into a public way, or to a yard or covert that opens equal to 6 sq.ft. through a duct.The duct shall have a smooth interior surface,shall be re shower unless this would prevent placement off a smoke alarm ( ) P p g y p y p g equipped p required by Section R310.3. rain,wind, storms,frost or heat so as to maintain all vwork, materials, except for sills, plates and blocking. Southern Yellow Pine may be � to a public way. Firebox Dimensions 20" min.firebox depth airtight,shall be ui ed with a backdraft damper and shall be equipment and fixtures free from damages. Repair any,damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16 larger than diameter of bolt. independent of all other exhaust systems. Ducts serving domestic When more than one smoke alarm is required to be installed within an Addition & Exception: Thickness of 8' where firebrick limn is used q property of the Owner which is to remain in use. g cooking exhaust equipment shall not terminate in an attic or crawl individual dwelling unit the alarm devices shall be interconnected in Basements used only to house mechanical equipment Wall of Firebox 9 3. All exterior lumber to be preservative treated 3. For sill plate anchors, see details on plans. space or areas inside the building. R e n O V at I O n not exceeding a total floor area of 200 square feet. such a manner that the actuation of one alarm will activate all of the 4. Contractor to provide all necessary temporary supports as may be Distance from top 8"min. required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: of opening to Throat Exception: alarms in the individual dwelling unit.The alarm shall be clearly audible in 6. Operational constraints and opening control devices: all bedrooms over background noise levels with all intervening doors closed. structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. Where installed in accordance with the manufacturer's instructions, 9 9 Emergency escape and rescue openings shall s operational from 2. Factory Built Gas&Wood Fireplaces and where mechanical or natural ventilation is otherwise provided, the inside of the room without the use of keys,tools or special knowledge. Combination Detectors. - 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing Factory-built fireplaces shall be listed and labeled and shall be installed listed and labeled ductless range hoods shall not be required to 6 Window opening control devices complying with ASTM F 2090 shall be Combination smoke and carbon monoxide alarms shalll be permitted For a minimum E= 1.9x10 on wood. Length of lag bolts shall be a minimum 2/3 depth of in accordance with the conditions of the listing, and shall be tested discharge to the outdoors. 6. All existing ductwork, electrical components,etc. in are:as to be members being bolted together. permitted for use on windows serving as a required emergency escape in accordance with UL 127. to be used in lieu of smoke alarms. demolished shall be protected and relocated as require and rescue opening. Emergency escape and rescue openings shall d according 6. SHEATHING/SUBFLOOR Source, 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: to field conditions. • Each plywood sheet shall bear the'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed have minimum dimensions as specified in this section. Hearth extensions of approved factory-built fireplaces shall be installed Unless specified otherwise by the HERS rater consultant,the whole Power Sou • All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. in accordance with the listing of the fireplace.The hearth extension house ventilations stem is permitted to utilize a bathroom exhaust The required smoke alarms shall receive their primary power from Susan P Y`^' 1 99 9 PP 9 g P y the building wiring when such wiring is served from a commercial source, 7. Minimum opening area: 7. Contractor to provide dust-tight partitions between areas where center lines of framing members. shall be readily distinguishable from the surrounding floor area. fan to run at a continuous rate of 90 cfm as per table M1505.4.3(1) 9 9 9 Emergency and escape rescue openings shall have a net clear and when rims power is interrupted,shall receive power from a demolition work is being performed and areas which sire finished or • Nails shall be placed 3/8"minimum from the edge of the sheets. primary P p Newman & opening of not less than 5.7 square feet.The net clear opening in use. The minimum nail penetration into framingmembers shall be 5. VENTED ATTICS: battery.Wiringshall be permanent and without a disconnecting switch FIRE BLOCKING / D RAFTSTO P P I N G dimensions required by this section shall be obtained b,y the normal P g 1-1/2"for 8d nails and 1-3/8"for 10d nails. operation of the emergency escape and rescue opening from the inside. For air-permeable insulations in vented attics,a baffle shall be other than those required for overcurrent protection.Smmoke alarms 1. DRAFTSTOPPING REQUIRED: INSULATION installed adjacent to soffit and eave vents. Baffles shall maintain an shall be permitted to be battery operated when installed in buildings The net clear height opening shall be not less than 24 inches and the p ry P g SITE WORK / EXCAVATION SUBFLOOR: 3/4"rated plywood (48/24) When there is usable space both above and below the concealed space 1. Foam Plastic(spray foam)insulation shall have a maximum flame opening equal or greater than the size of the vent.The baffle shall without commercial power. to be glued&nailed to each joist of a floor/ceiling assembly, draftstopping shall be installed so that the net clear width shall be not less than 20 inches. spread index of 75 and a maximum of a smoke developed index of 450. extend over the to of the attic insulation.The baffle shall be Lew Wyman 9 J 9 Y� PP 9 P P P 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: permitted to be any solid material. _Carbon Monoxide Alarms. (Section 915 of the 2025 Fire Code of NYS) prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2"exterior grade(CDX)plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam)insulation shall be separated from the Carbon monoxide alarms shall be installed in the following locations: 250 NaugleS Drive approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas. Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than Vent Clearance: 1.Carbon Monoxide are required on each level on which sleeping Excavation shall not commence until utility mark-out is icompleted. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2"gypsum board,23/32"wood structural panel or a material that Where eave or cornice vents are installed, blocking, bridging and q p g Mattituck, NY 11952 the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of insulation a minimum shall not block the free flow of air.Not less spaces are located,within 10ft. of the sleeping area. 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire than a 1"space shall be provided between the insulation and the More than one carbon monoxide alarm shall be provided where necessary to assure that no sleeping area a story be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade (CDX)plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. roof sheathing at the location of the vent. Jurisdiction : soil with stable moisture content and non-shifting and neon-shrinking to be fastened to the rafters as the floor;where the sill height is below grade, it shall be provided with is more than 10ft.away from a carbon monoxide allaa rm. soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R319.2.3. 3. Foam Plastic(spray foam)insulation used in attics&crawl spaces UNVENTED ATTICS: 2. On any story where a fuel-fired appliances and equipment, of poor soil characteristics to the Architect and shall nolt proceed with perforated members. shall be protected against ignition using one of the following materials: As per section R806.5 of the RCNYS solid-fuel burning appliances and equipment, Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximums U-value of a. 1-1/2"thickness of mineral fiber insulation such as'Roxul'or equal fireplaces or attached garages are located. of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. b. 1/4"thick wood structural panels Suffolk County 3. The Architect has prepared the drawing and speificatiolns with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board HVAC Interconnection of Carbon Monoxide Alarms&Detectors: assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8"wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board Combustion Air When more than one carbon monoxide alarm or detector is required to soil characteristic of sand, silty sand, clayey sand, silty gravel and floor framing members.The integrity of all draftstopping shall be In dwelling units,where the top of the sill of an operable window opening Soild Fuel be installed within an individual dwelling unit or sleeping area,the 11it Drawn B : o clayey gravel(SW, SP, SM,SC, GM and GC)unless a so test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24 above the finish floor and greater than 72 Ignition barrier is not required when the foam insulation has been alarm devices shall be interconnected in such a manner that the actuation a Y E c Burning appliances shall be provided with combustion air in accordance with the c, 1 y has been performed as per table R401.4.1(1)of the 2025 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick 112'or of one alarm will activate all of the alarms in the individual unit. �� '• Al, .-1 unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of following: approved equal. appliance manufacturer's installation instructions.Oil fire appliances shall be M.D. C� Fri be provided with combustion air in accordance with NFPA 31. The alarm shall be clearly audible in all bedrooms over background noise Oi c, - ";` n �', 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings a.operable windows with openings that will not allows a 4"diameter levels with all intervening doors closed. � «' 2 3 feet below finished grade unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted both vertical and horizontal and to form an effective fire barrier p 4. Insulation to be ass specified in the insulation schedule and details. g Checked By: / .. � v g p J ( ) sphere to pass through the opening where the opening is on its p Ducts %; �,, otherwise on plans. between stories and between a top story and the roof space. largest opened position. M.A.M. 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the g p p 5. Insulate around all window&exterior door rough openings with a low Duct Insulation Equipment. N - Ir, � 11. All joist hangers and fasteners that are in contact preservative treated following locations: b.operable windows that are provided with window fall prevention expansion foam insulation. All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Carbon Monoxide alarms shall be listed, labeled as complying with d :12Pc, G� 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. All other ducts shall be insulated to a minimum of R-6. UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and Job No. N��� walls without floor framing or proper bracing as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred C. operable windows that are provided with window opening control 6. Air Leakage labeled as complying with UL2075 and shall meet the sensitivity testing damage to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: p p g The building thermal envelope shall be constructed to limit air leakage Duct Sealing 2549 9 P P P 99 9 P 9 and alarm thresholds of UL2034 or CSA 6.19.Carbon Monoxide alarms, devices that comply with ASTM F 2090.The window opening minimum of two weeks after pouring.The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. control device,after operation to release the control device The sealing methods between dissimilar materials shall allow for All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be detectors and alarm control units shall be installed in accordance responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. allowing the window to fully open, shall not reduce the net clear ` for differential expansion and contraction. Refer to the air barrier and made substantially airtight by means of fastners,welds,tapes,mastics,gasketing with the R.C.N.Y.S. and the manufacturers installation instructions. Sheet Title : 4 13. Wrap all wood girders that sit in a concrete or masonry beam pocket opening area of the window unit to less than the area required insulation installation schedule. or other approved closure systems. 7. All grading to drain surface storm water away from foundation walls with soft flashing to prevent direct contact with the concrete/masonry. b. At all interconnections between concealed vertical and horizontal Power Source. by section R319.2.1 and R319.2.2. General Notes at a minimum rate of 5%slope. spaces such as occur at soffit, drop ceilings and cove ceilings. 7. Insulation &Fenestration Requirement by Component Duct Support Carbon Monoxide alarms and detectors shall receive their primary power 14. No structural members shall be altered,omitted, notched, cut or Refer to insulation schedule/sections or details Metal ducts shall be supported by 1/2"with 18 gauge metal straps or 12 gauge from the building wiring,where such wiring is served from a commercial 8. Stockpile topsoil for re-use, redistribute topsoil for final(grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of ATTIC / C RAW L SPACE ACCESS galvanized wire at intervals not exceeding 10 feet or other approved methods. source and shall be equipped with a battery backup system that the run. Enclosed spaces under stairs shall have walls.under-stair surface Nonmetallic ducts shall be supported in accordance with the manufacturer's automatically provides power from one or more batteries when primary - Building Code 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber, there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed CLOTHES DRYER EXHAUST of bridging at every 8 feet of span in floor,attic and flat roof framing. 30 sf, and have a vertical height of 30"or more.The rough framed installation instructions. power is interrupted.Wiring shall be permanent and without a The bridging shall consist of not less than 1"xY lumber set diagonally d. At openings around vents, pipes, ducts, cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway 1. To be installed as per section M1502 of the 2025 Residential disconnecting switch other than those required for over current protection. Requirements in each direction and double nailed at each end or equivalent pre-fab and floor level,with an approved material to resist the free passage or other readily accessible location.Where the access its located in a Code of NYS. Duct Separation D RYW E LLS / SANITARY SYSTEM metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attic space shall be Ducts shall t installed with at least u separation from the earth except where Listings. - 1. Drywells are to be located as per the drainage plan and]shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. they meet the requirements for underground duct systems. Carbon monoxide alarms shall be listed in accordance with UL 2034. of concrete leaching rings(size as per plans)with concirete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Drywells shall be set in clean sand soil a minimum of aft above beam and/or column with similar post material as specified on plans. chimneys ass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed Ducts located in garages and ducts penetrating the walls m ceilings gausepge shoe the rYw y P p P Y P P P Combination Alarms. round water. Drywells are to be wrapped with landscape fabric to secure) fastened in lace. The frreblockin of spaces between as attics and crawls aces shall be weatherstri ed and insulated to a of metal having a minimum thickness of 28 gage.The duct shall dwelling from the garage shall be constructed of a minimim No.26 gauge sheet Sheet Number 9 ryw PP I Y P 9 P P PP 9 9 9 Combination carbon monoxide/smoke alarms shall be an acceptable prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists, beams or headers shall be self-supporting level equivalent to the insulation on the surrounding surfaces.Access be 4"nominal in diameter. metal or other approved material and shall not have opening into garage. than 1/6 the depth of the member and shall not be located in the middle or be laced on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing alternative m carbon monoxide alarms.Combination carbon monoxide/ " P P P P PP 9 9 P 9 smoke alarms shall be listed in accordance with UL 217. - 2. Drywells are to be connected with a min. of 4 dia. PVC:sewer pipe to 113 of the span. Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed each downspout leader unless noted otherwise on planes. 1/4 the depth of the member. Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed,the purpose of which 35 ft.from the dryer location to the wall or roof termination. than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from spilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft.for each (3 M 1 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened, and to provide a permanent means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum 11 Department of Health Services code and as per approviced permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. DRAWING REFERENCE NOTES1 q remove existing window/door/skylight ❑ remove existing plumbing fixtures I� remove existing kitchen cabinets and appliances NA i h --a E:� I (� remove existing washing machine/dryer M .-a C r i n Qremove existing fireplace and platform A rC h i to Ct remove existing staircase, landing and railings completely 97 L Main Street Stony Brook NY 11790 remove and replace existing staircase, landing and railing in phone. 631 686-6585 L=J existing location email. MMacrina@MMArchitectAIA.com r; i % ^\i ❑ remove existing framed walls(see floor plan) web. MMArchitectAlA.com -�--------,-- --- - >------------�--- These plans are an instrument of service and are ? x the exclusive property of the architect. Infringements of the concepts and design ideas remove existing ceiling joists,temp.support structure above prior presented on these drawings shall be prosecuted ___________________________ - "J to removal to the fullest extent of the law. Copyright 2026: —f ___—_==�n1-------------------------------------------------------- \ Michael Macrino Architect, pc. All rights reserved, "' - -fi; no part of the plans may be reproduced without 1 J I remove existing deck/landing structure completely including the expressed written consent of the architect. iK \,�' J \ 4�� Proposed K i ❑ railings,decking,floor joists, posts, beams and piers 1 r--------- -- ------ --, �, \ ,'il ' -----�--- --�--------, { _-- _-- __-. ( ❑ remove existing window well below for new deck structure Drawl Status --------A--------- , 1 11 „� Deck I �------, --; ' Addition ;r K (see deck/porch plan) Drawing S { I 1 i 'I y' remove existing load bearing wall, \ _ ; ' ; ; \ temporarily support structure above prior to removal El --- L--- -------- ------ - -- -- ------------- --- _ __ ___ ___ _ _ qL:---- I--------------- - -------- - { { c - ' existing floor joists to remain Issued--- Existing „ ------------ { I existing��`:,. n I �' -------- F------------i •` \ \•i 1 Propos6d'-,--- =------- 1 closet ; Powder - , Room r For Covered B ; ❑ existing ceiling joists to be removed Deck.;' ' ,' --- �,❑ Existing ❑ -'--- -- ------- A i�l; remove existing load -- / !. /t �; ■ x 1. Additid jl �'',i r------- i bearing header, EXISti /\ \�` n r I A❑ \` Bathrm. ___._ all ,'------_ �' \I remove existing bay completely including,floor joists frameed --- -------- ` == ======_==_ --------- _ " --- •n =_____--___- --L- J----1- 1---� C o S l�' C1 I O rl Existing --- ---- - ;; temporarily support ------------ -_==== =-__ ___�====J=== lJ Existing =_- walls,windows, ceiling joists and roof rafters n -----, ' B I . A , I structure above g ` \ ; __--- ________________ ___---, I ;= Bedroom #2 I {. I B __ ; ;Mudro _______ ___,r__ ____ __, I �= prior to removal , \� \�� existing ; Bedroom #1 I ; ' ----------- - H --- _______________ existing ceiling joists to remain retaining wall —lr , It A�1 D D ; i P to remain l H 4�, 0 ❑ II ❑ ' 21� I i aEi I ------------`-- ------ ij " ' existing porch roof rafters to be removed Dates I• • � I-_I �_' existing o existing H . ------------------------- _____________ - -- -- - - I; closet ��, laundry1 1 --- ------------ ----- ------ ---- ; 1.--------------11 ❑ ---------, closet ❑ existing roof rafters to be removed 2/4/26 Permit Set --- '' I existing it N B I I 11 I' ' - �_ 2/11/26 Construction Set ' ' I 1 1 Ili ' i ' 1 1 B " i ' ++\ ;; ___________________y __________________i L.i L_________J ; I ; L __ rF_J ' r_ r_ _____________-______________________________ i; i i C ; C existing l 1 A closet R 9 ,,1 1; 1 I e , 1 � ❑ ; closet I � � ;; ------------------------------------------J --------------_ � ---- ------- - �------------ ------ ------ --- --- --- ----------------I , r r r r r -'---------' 1 II 1 11 A 11 1 I 1 ' 1 i _____________I_______________J 1 it u u i 1 A ; r - ; ; ❑ ;; existing roofing to be removed and replaced id Set 1 i'i i i t7 Existing existing existing I ;; !; ;; q existing H F 5/7/26 Construction Set r--------`, 11 ' ------- r %-`; ; A❑ i; stair to stair to X closet ; H i ' C ! Hallway remain remain m ✓i j; I existing fascia/rake board to be removed and replaced �. /I I , ; Existing ``\ 11 --- ■A --------_j^ LJ----------- l , I --------a Existing I ------- '- _-1J B Bathrm -- �' L ------ -------- ---------------- Kitchen I f II 11 to be to be _______ existing siding to be removed and replaced removed removed I i I i ===_=_ i ------ - Ii I 4r______ _ , J-------------------- -------____-, ;' ,; ;� ------- existing roof rafters to remain ---" I ---------------- H H ! _________ ---------, C ---------------- existing closet --____-- _J I I 1 II /1 -- --h I r(-________- I I '//JJ111 I ; 1 LL-__ J �\\ / ' 1 I H Existing � o. ate Description ' r --_ _ L Living ll Project Existing ; - RoomYs\ --/ - x (- � � � _ - _I ��K�' '� GENERAL DEMOLITION NOTES Existing �� L-- --�� Proposed N Kitchen ;(, ; existing o en 9 P existing A/C units 1 Great ' '--_-_----J ;L ---_-_J to above M Contractor to _____________________ confirm which units 1. Demolition work shall be done in strict conformance with local, state Addition & ' Room I-- f- _I �_� are to be replaced and federal regulations, including all permits and utility cut-offs. ----------- . ��� P P 9 ' -- and remain 2. The Contractor shall at all times provide protection against weather Renovation to be - - ----------- ---------------------, �`--a I removed Existing remove existing load L----- --- - remove existing load m (rain, wind, storms,frost or heat)so as to maintain all work, materials bearingheader, - equipment and fixtures free from damages. Repair any damage to ' I bearing header, '�, ' Dining temporarily support i H temporarily support X property of the Owner/Client which is to remain in use, or Ithat of any structure above structure above °' person, or persons on or off the site caused by the demolition work For Room prior to removal prior to removal p �.: without additional expense to the owner. Nj remove platform �--- 3. Provide all necessary temporary supports as may be required to Susan shore all existing structures prior to the installation of new structural ' Existingelements required by the demolition work shown hereon. ---n n-- "---n n-- ='-n Newman & Breakfast ;; ;; ; %{�'y^ 1LJN 4. Any and all conditions not shown hereon and uncovered lin the field I II jl ; j Y L� shall be brought to the attention of the Architect immediately, prior to Nookj any action involving same. ; 11 1 II II 1 ll � I� I ______________J_____________ _ _____________ ____ ______________J_ ____ _____________ _ Lew Wyman +' �'__ __ ___Z ____________ ------------ r- ---------- ---- ------- ------ ---- L----- ----�- ----- - - ----1-------------------- ---------1----u--- - ------ -- ---- - -- -- -- —_—_---_- -- - - -------_--- ____________- ---- ----- - ------ ------- 5. All existing elements to remain, shall be protected during demolition. �d �! ��; '`\ 1 ■ / '1�� A A ;;l ���, A \ .A A _ N ; ❑ `. \; '`•,� , �� 250 Naugles Drive ;",. / i! I ❑ ; I1 \ \❑ . \ s \ \\ \ /y )' 6. All existing ductwork electrical equipment, etc. in areas to be / v demolished shall be protected and relocated as required accordingto Mattituck NY 11952 Ill j,, ii ; `c •:� „ //�\ /• �; .y. existing field conditions. wall 1 \. 1 / \ /, 111 / �\ ` \. ----------------- retaining \ / �- ;, ' 7. Provide dust-tight partitions between areas where demolition work is\ -- ==n-_--_=� Jurisdiction to remain ; \ /'\ -- _____ __________________�______�- -' \"/ 9 P \ ' /\ ! \ \\X/� \ ,� /' ;I being performed and areas which are finished or in use. ,II •\ 111 111 \l, . r \ � �/ IV I A , Town of Southold 1, ji; � ii � � � \ / \ �\ \\ �\\ \. � \ �/ \ \\ � .�/' •'\^�ii �i ILL_ ___a___ ___ ___ __\.__.�__ I l!" `v •` II --- ------- _ I I ff I kCounty Pro ed I SU 0-�- os p __ \_ __ __ ___ ______ ___ _ ___ ___ ____ _ ____ __ ___ _ ___ __ ___ _______________________-___-__.._- ______-______ LEGEND ______ ____ _____-_____________________r,4— __ __ __�__ __ .J- _ __ _J_T,___1 1 II � / Addition ----- -- - -----' I --------------- i --------I_ -'- -- .\ - i Existing To Be Removed raven By:I i I L_---_—_—_—_ '—_—___J Existing Walls to Remain -_-_-_-_-_-----_-_---_---_-_-_-_---_-_-_-_-_-_-_-_-_-_-J�_-�-----_ _---- 1 Checked y . , 1 1� 1�•L�., Existing load bearing wall to be IZZIIIT M.A.M. 1 Ilj removed (temporarily support 4'' a ___________-, __ ___ ,,____ - structure above nor to removal � � / / -.h----- ---\ =-- - - Job No. l NE�`� 2549 Area to be removed ;���� Demo First Floor Plan Sheet Title : 1/4" _ 'I '-O'• Area of new addition r 1 f plan north Demo Plan - First Floor TYPICAL DEMO NOTES - 1. All fascia/rake boards to be removed and replaced. - 2. All siding to be removed and replaced. 3. All roofing to be removed and replaced. Sheet Number: 4. All windows to be removed. 5. All doors to be removed. 6. All wood flooring to remain except for any new bathroom tile areas 7. Drywall and insulation to remain except for any renovated areas and walls. DRAWING REFERENCE NOTES w?" Eremove existing window/door/skylightFBI s ;; remove existing plumbing fixtures remove existing kitchen cabinets and appliances 1 D remove existing washing machine/dryer c r o n a remove existing fireplace and platform A rC hits c remove existing staircase, landing and railings completely 97 L Main Street Stony Brook NY 11790 remove and replace existing staircase, landing and railing in phone. 631 686-6585 existing location email. MMacrina@MMArchitectAIA.com remove existing framed walls(see floor plan) web. MMArchitectAlA.com H These plans are an instrument of service and are the exclusive property of the architect. remove existing ceiling joists,tem support structure above prior Infringements these the concepts and design ideas I g gj P• PP P presented on these drawings shall be prosecuted to removal to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without --- ` --- remove existing deck/landing structure completely including the expressed written consent of the architect. / remove partial roof railings,decking,floor joists, posts, beams and piers remove existing porch4�" roof completely `.\ overhang below % / 24" K remove existing window well below for new deck structure Drawing Status ,� (see deck/porch plan) Q __ ___ ____ _____ __________ remove existing load bearing wall, `` A B B Qtemporarily support structure above prior to removal El E floor g exists joists to remain Issued M 'n fl r existing roof 1, below to N existing ceiling joists to be removed For nr------i i i P I remain Construction remove existing bay completely including floor joists framed cut back existing ceiling joists to new framed wall for new raised - _;- r L=J wails,windows, ceiling joists and roof rafters I I - -1 F---' I ; . 1 '; I ceilin ht. see struc. plan) �-- --- Existing; � y- � 9 ' Bathroom -__-_-_-_--_ Existing existing ceiling joists to remain Bathrml.' " ; ;,,. B ;, L---?;;--________- Loft Existing H Dates ; _� ; existing porch roof rafters to be removed Bedroom #3 existing ------- % ; Q I I II 1 1 F., closet ' ; " I �-__ ------- ;; 13 ;existing A fj;, 2/4/26 Permit Set i ;existing ; j; A ; 1 linen - - 1 ;j,I ; B nR existing roof rafters to be removed �\ linen 1 1 ,1 F--I -1---- --- L-- J 1 --__- - - C� L-, ----- -- -_ --- ------------ ------ 2/11/26 Construction r , ction et A r �' r existing roofing to be removed and replaced 3/30/26 Bid Set �—� %/�: i j I I S H A � I�li H r' lJ 517/26 Construction Set existing roof r 11 I 1 ' ' structure to remain T existing fascia/rake board to be removed and replaced UI 1 I I ------ -- --- A Existing ,;; H; Existing - - --- W.I.C. W,I.Cm existing siding to be removed and replaced Existing existing ; j �Proposed��' r;------ U stair to H ; ; ! H Addition ----- -------- Hallwa remain ; ; ; ; 4 ______ ________ existing roof rafters to remain , I II L________________ -_1 r-___ ___ ________-____ H existing No. Date Description I_J closet - -- -- --� out line of new Project LL-- iEl I A ;; : , I - bathroom (see I AI floor plan) Existing � ' ___ _______ ______ _____ p nt GENERAL DEMOLITION NOTES Proposed El u P _ _ yl . II - O e o Attic _______=====j ? I V below 1. Demolition work shall be done in strict conformance with local, state Addition & i and federal regulations, including all permits and utility cut-offs. I ; cut back existing ceiling line of new framed wall for t joists for vaulted ceiling in Renovation reference(see floor plan) I new bathroom 2. The Contractor shall at all times provide protection against weather (rain,wind, storms, frost or heat)so as to maintain all work, materials I equipment and fixtures free from damages. Repair any damage to Existing property of the Owner/Client which is to remain in use, or that of any For Existing j person, or persons on or off the site caused by the demolition work Bedroom #4 Bedroom #5 without additional expense to the owner. 3. Provide all necessary temporary supports as may be irequired to Susan shore all existing structures prior to the installation of newr structural elements required by the demolition work shown hereon. remove existing ceiling Newman & existing roof ; existing structure to remain j ; joists back to new framed >,' ` ___________—_---- 0 chimney to 4. Any and all conditions not shown hereon and uncovered in the field wall(see struc.plan) \ _r=-- ----- -------- remain shall be brought to the attention of the Architect immediatiely, prior to any action involving same. 5. All existing elements to remain,shall be protected during dlemolition. Lew Wyman g I----------__--_---------�;- ------------------- --------\----- - --, ,,� \ % j; /.� j , \\ , \ �; 250 Naugles Drive A IJA A 6. All existing ductwork, electrical equipment, etc. in areas to be �( demolished shall be protected and relocated as required aiccording to Mattituek, NY 11952 field conditions. I. I �\ \> Proposed ; \ —`'� remove existing porch y /\\ x; 7. Provide dust-tight partitions between areas where demolition work is Jurisdiction ` ROOf D2CK \\ ` roof completely \ being performed and areas which are finished or In use. Q Addition Town of Southold Suffolk County \ LEGEND su o c u I /X , l 1 ' Y. \ / \ �_ -_-- -______-�.___..__-_-___ _____--_-_--_____ ___ ____ ___ _ __ _�/____________ �- ---- --------- - ------ ---- Existing To Be Removed --------------- Drawn By: �Q' F 1 ' L---------------------------------------•------------------------------J Existing Walls to Remain M D �,-t Checked By: Existing load bearing wall to be jllljll c _, „z.r. removed (temporarily support M.A.M. 3�28F, OQ Demo Second Floor Plan structure above prior to removal) Job No. 1/4" _ -1 '—O" 2549 plan north Area to be removed ;! l''✓ Sheet Title Area of new addition r , De 0/P I a n - Second Floor TYPICAL DEMO NOTES - 1. All fascia/rake boards to be removed and replaced. - 2. All siding to be removed and replaced. 3. All roofing to be removed and replaced. Sheet Number: 4. All windows to be removed. 5. All doors to be removed. 6. All wood flooring to remain except for any new bathroom tile areas 7. Drywall and insulation to remain except for any renovated aireas and walls. Xim2 remove siding and prepare for DRAWING REFERENCE NOTES 0 addition p ` y remove existing window/door/skylightEl roof rafters to be cut roof rafters to be cut roof rafters to be cut T T v `` back to new bearing back to new bearing back to new bearings' `1<`:, wall (see struc. plan) wall (see struc. plan) wall (see struc. plan remove existing plumbing fixtures Sk 31v4, Y- 1 T remove existing kitchen cabinets and appliancesKA T - ., -----remove------ - »-,-- --- -T- - remove �:' e % ` 's. dormer roofs dormer `- y.-' L-y--'___�- _=__�/I;�tfr/= �il�f' \,�;'�I�•.��J__ __�_ � YIl rr,<-\-Y-- .�aT existing completely remove existing washi ng machine/dryer M ;a C/.6, n a I chimney to ,�' I I 1 >,' remove U' 1 4L - - --' I �,,��---- existin 9 remove existing fireplace and platform /krchitE) ct A 3 AI;j ;I+-_ - remain ;,•I _ -k- vent _ 9 P S �1 y �' I �{ +, \,,� - ,,I chimney to - -- 111 IA1 .. ,Ill � 1 A \ x�I p� I/ - c__�_�-�'p; ;-^- - - remain 1 1 I hr :Y. I I I � II L__ _JII,✓ Y Ir�� _ ^ it C` __ � ��/ � �.�.� _ -r l`.': I ;" -7-.� �/ \ -- -i`--/ \/ - � '-- ;\ -- ,' i �! 97 L Main Street Ston Brook NY 11790 I •,� ;� ,, , ,� ` \, , ,. --'--' J �; , , remove existing staircase, landing and railings completely Y _ : ?. Q �\.; TJ /___�<__�L z!_ -•.� _� f=w _may_ _ �_ __ __ _1--_ _ _ __ _ _ __ _ _ _ __ _ __ _ _ __ _ _ _ __ _ _ __ _ Lg _ _��.,y� L _��__�J= __ _�� -� _ _ _ _y__= �y__t_ __ _ _ _ __-___--__- l�______..________�,. _y_�__�___ I 'L , ,i _ ,i __ tr________ / I f � 1 III N. - --, I/ ,, I 'A 1d ' �, _ i- I� I' \ --- - - -_ - __-_- r ace existsstaircase, an i nd r Ill n q _ ,,, Ipl '''' '_= t h ', remove and replace n landing a railing i I '�i IIIII` II rN�--y-Y�„,r-��„ 1,11 \ „�"a � �"�` / 1�;� Mgt- --. ' ��'�i '��,�' ��� � �� � '� ; �,�, ;� I �;; r;, ,y�;�- --�;'� -_� � � �_� ��' ��'ll�t ��t•/ ;,+tt'; ;���'-;Ni � G P 99 9 phone. 631 686-6585 \',� 'Y.1 L++�fi' existing location email. MMacrina@MMArchitectAIA.com �n .y ll i ;�;'/�. m YI iji ,l li'I '>rl III n'' I t Iy r u .11 i H ;�i' a 1 I Ili , ;� ;� l,l Jill II I q III III" A 1" ;I;i I'' A � 1 (I A I q � II .11; q ,' 1;1�, ,I.{1I'}/�Y1�,''�,, l"' II II �� 1 t I 1 ['II II 111 I 1 1{yp,,JII g I NI IJ+ A IN �1 / \ , y11 �II p II' I1 A \/III1 III - - A =--��; I 1j111I�\ K, , II I - ,y� - 'I�JIXIII\ 1„JTI`l' @ ll / +I},II'�/ XI I, �HJ I,I,I 1 IN III ItlI, ; III £FF��� IIr� II II I' ,�.I III I III uH 1 .I'`I III I i% 14; 'Yi/\ /�.;Ill ;''r \ \II�i Fi �1'I t++l Inl Jnli\ 1 fl�l .I II}I . Jjil �' 1 ' / I; \;il '�iI'Y I n i/ \TIN, n �jy/\j/\I',1��),�l u Fi q �(j!�Hy{� I ; ill; i4' IN A 1 remove corner ,I,, , , I IIY T'�-� X l If I LnI 1 N '; �'I ♦✓1jl I �� ' ,%Y,I' rr4,,,lTrrlrr r,llT I ,, - ',.1 l I, ,I' I�; ` web. MMArchitectAIA.com "''; ; /; �/ �, /, n \ N �x I Y r I Y I Y Y II A Y Y II Y „ r remove existing framed walls(see floor plan) I X/ \y 'X\�11�!( �I 1 F r 1 Ayr I 1 II�21 j�It I 1 IL 1 fl \� , l I I l TIITT Im. fin 1+i h /\,( II{ ry, 1 IrrrTTl (typ.) y may' _-y J y l �N I/ ;l �_C ___f illy nl,,l l ll i l i_ �_I w _ I I yI,I « u l _X_yx+�N, a �f, I I n 1 1 I ll r`` ",; + I i i ii n 1 1 I I 1..A l l o y � y I w _ I n l p. y ll,n y n 1 1 1 1 1 Y n Y I l p1 boards li x - _`_ I I pp - III I d I I I �1 III, .1 1 Y I I {=31y _ - __= dA LI-t_ 11 r�A' /I Y, j PI . .N I I I I x I 1 1 V p ` ",,Y I I Y I I n Y Il A I 1 p 1 II 1 1 A n A 1 _ z_- J_- I 1 =_ 1 !1 I H P I p 1 1 x 1 I 1 x 1 1 1•�. I ' � �IjJ I I I 1 I I I I ,All'. IYI +11 + 11_A 0 II A I I X I II I I X p y I L__..____'J ,/� J 'P�YI f•Y I III I A l ___�___J I„•t _ i � LL.___.._ d I L J L__i___1J _� __-._-- V .---__- ___ / I - � I p 11 Ip q R`� :� Y Y `--�--- !1 11 111 C I I N A 1 I II I I p 1 y,i" These plans are an instrument of service and are I I � \k+ \/ l d 1 III_ IXI 11 l 1 IIIIA A 101\ X,1Ypil lays,111pa jj_ii'liiii LJ �1 I L� J Its up a1AxAA InYI ip«y11«R`. f I l l I- �III 1 I 11IIY I 71 + Y 1 1 I I Iyy III I III 1 �1 _ ,j!1� _�Y��^,,1 1 _INAI«NAI lyl IY«Al =__=d= s{I N Y 1 Y Y�.D F��LL = _ ___- `"-t=/- • ' ILL-LLLLLa p 1 p II 1�� the exclusive property of the architect. -__- �_ - 11 1 1 1 AI 1 p^I u u _Z•___ -_= - >Y _ _1 __ __X_G _h f='=== __ ___`___=__�.'' 1t_1�_<_ _ � _ ___ ,y l l T'Hr��s«Y;+Y == = Infringements of the concepts and design ideas 4r ,4 Cr -`-�-�t z �_-L 1_/� 1,_ 1- \y-• 9 P 9 I i==aR m =_ »==a�fr-- _ remove existing ceiling joists,temp. support structure above prior resented on these drawings shall be prosecuted I N N ,Y` 1.'1 1In1 Y•, f i I \ u=cam c-�a4�aeil d n to removal to the fullest extent of the law. Copyright 2026: r- �/ , I# \ �,_ ex. �=;sF=====_ ^ 6�a Michael Macrina Architect, pc. All rights reserved, J I' eX. +_ -__->-__=-______ ==s `� = no part of the plans may be reproduced without ex. ti ex. J remove existing deck/landing structure completely including the expressed written consent of the architect. t railings,decking,floor joists, posts, beams and piers now K remove existing window well below for new deck structure Drawing Status Demo West Elevation (see deck/porch plan) Demo North Elevation „8.. _ , .-o.. L remove existing load bearing wall, temporarily support structure above prior to removal M existing floor joists to remain Issueu N existing ceiling joists to be removed Fo remove existing bay completely including,floor joists framed Constructiol walls,windows, ceiling joists and roof rafters n��n T �_, T existing ceiling joists to remain remove remove dormer roofs vent existing porch roof rafters to be removed Dates roof rafters to be cut T T S i q wY r . `. ; back to new bearing 2/4/26 Permit Set \ , -u=`� ;�:� existing roof rafters to be removed ------------------existing ---'--==--- ------- ----- -_------, �___� ,,r�:` �- `<�� ^ wall (see struc plan) 2/11/26 Construction Set r------------------- chimney ---�� to _ U existing roofing to be removed and replaced 3/30/26 Bid Set remain 5/7/26 Construction Set J�J =___ ' fpiV ;,i ; '- ````' ' Q _ L-�"---`' h f I �1 I } 1JIII'. 'i�1 j ' S remove existing `' `°. 'II#-- F '__=�' T " "' remove _���____---_J I remove corner � �"✓ U porch roof ,,s4 a y- boards(typ.) /\j`Q ;>' vent ':; �` - Y;Qag I� existing fascia/rake board to be removed and replaced -- - ---' - completely L+�'_ �`T-- ---1-- -xx--- `- �. rF -- -; -, 1,- , rr- s �g , ' ,I  1 - existing siding to be removed and replaced KSI I i I I k" \pIl A, I,I Ipl 111 I n Ilr�l 1 I ,,1, --I'll= -,d l"l l V. I I Inr l I I'J remove IY• 11,1 remove comer— boards ��YP _ I; �II� ; « _ (J �y l �J (typ.) kl,I I I q A. q .I ft I,K�9; ;li \� \ I ' °;, I I 1 I I ;��;: A ; A ❑pJ corner f' iil k' r i 1 I' N /Y xn, / q q ° x I I, II+li1 .f;I I, , II 1 pp II ilp A �n 1 11 I Yln' �1111 1 I 1p MYP 'uA 4 �"' � 11 I boards t l 11 I �ill1 I,L_�_ 1 ILL IIY VAYtl IM1l+p I�I I I Y YI Y�_y_'nl it L___��1 1 (typ.) ,%PI rrCPFS eTt I PdL_\'/_J4� i L�_t__�1�,1 ____1LL❑❑111 i i6�ii i �'.,4n r iYX'�li i I[{Lr"J3771 I'��->-_<V+II U4+.__ lr i i¢� ��p.1 I ______ ________ir- �,y' 1 I f........sl 1. rn lky.R ' Y� YYYJJJ I / I ; I In 11 I p tl I A p A A 1 N�i I H p existing roof rafters to remain i Ii i i i iliA -�Y ,!i i e Y ii l Y n l I +�. J I� r x 1 Y A II l Y 1 51 pit �. v g r r �y _ -- -- - 1' l �9x d�� p 1 I x I 1 Y II 1 I l I Kll--_�y_� �_ �J P L, 'p'1 I I'II"II y 1 y N'`� I �'` IIXIIIn II IYx YAYIII iII ; L__-____4 I 1�d,l' tl 1 1 A 1 1 II l Y Y I I I 1 , l I I Y IL dI AA IL u��Y l i i __ __ _ 1 � 9�Y +n l l i_u Y A Y u tl n ( X«I d s e p Y n l tl x n Y u l , I I yL j y p• ��f? «!II All IX AIII U II 11 u If' 11 i, 1 � ' IY A'l YI III pY11IItl1 ' d+«+YYIINIA111111I 1j ______ ll Rn A pl yN`� fI Y!d«Y! ,ni�Iy�ax.a A.al.l i ' t___=.___==a==. 3'�a p i 1�i r I,nr•. I IY Y Y X d l Li I /__E_==» «X'+Y j I"�+ Y ry I i! I -_ _ 1 jJl'' - __�A== �_ __ '_ I l^ I' V =_ ,I/r« • _ _�� / `- �'y 3 N`�1 1 N 1 q p pl I I 1 1 «1 J\ x � I, X« +V/tl l X/,5 '- ' � / =R 4 N 4,N 1 1`1 • ' f YP +Y : - ' N+1 1' =JJ \ / \ / ``k=yll I I pN(1 s I I I X � �i,d ! Y __Y__Y__; y X N �'I,\r��Y td�,f=d -' *____ =,L>; _ •�__ d _ I � No. Date Description 71 ,171 t=a>r4t== ✓==a=E=��4>sa. ex. _ y \Xf \\ \ CF=1 J�/ rp ® ® ® `—' Project : �� • ;Y B GENERAL DEMOLITION NOTES Demo South Elevation Proposed 1/8r, — 1 ,-0.. 1. Demolition work shall be done in strict conformance with local, state Addition & and federal regulations, including all permits and utility cut-offs. Demo East Elevation 2. The Contractor shall at all times provide protection against weather Renovation 1 /8" = 1 '-O'• (rain, wind, storms,frost or heat)so as to maintain all work., materials equipment and fixtures free from damages. Repair any damage to property of the Owner/Client which is to remain in use, or that of any For person, or persons on or off the site caused by the demolition work r without additional expense to the owner. 3. Provide all necessary temporary supports as may be nequired to Susan shore all existing structures prior to the installation of news structural elements required by the demolition work shown hereon. 4. Any and all conditions not shown hereon and uncovered in the field Newman & shall be brought to the attention of the Architect immediately, prior to any action involving same. Lew Wyman 5. All existing elements to remain,shall be protected during demolition. 6. All existing ductwork, electrical equipment, etc. in areas to be 250 Naugles Drive demolished shall be protected and relocated as required according to Mattituck, NY 11952 field conditions. 7. Provide dust-tight partitions between areas where demolition work is Jurisdiction being performed and areas which are finished or in use. Town of Southold LEGEND Suffolk County Existing To Be Removed Drawn By p A ,C Existing Walls to Remain M.D. Checked By: Existing load bearing wall to be IZZIIIl removed (temporarily support M.A.M. z structure above prior to removal) Job No. 0312E�' yG 2549 f , OF t� Area to be removed _—_—_ Sheet Title Area of new addition r - Demo Plan - Elevations TYPICAL DEMO NOTES - 1. All fascia/rake boards to be removed and replaced. - 2. All siding to be removed and replaced. 3. All roofing to be removed and replaced. Sheet Number 4. All windows to be removed. 5. All doors to be removed. 6. All wood flooring to remain except for any new bathroom tile areas 7. Drywall and insulation to remain except for any renovated areas and walls. FLOOR PLAN LEGEND PROPOSED ADDITION NEW FRAMED WALLS �— TALLER/LOWER WALL = or (refer to sections) ABOVE SUBFLOOR A.S.F. C �' A B SOFFIT A4.1 A4.1 CABINET ROVE/ABOV WALL L i/ /�L/l/!L Arch itek. Ct 97 L Main Street Stony Brook NY 11790 EXHAUST FAN (min. 100 cfm to be EF ;.r-�..,r_,_•� ��__;__ vented to exterior) i--- ----------- Hardwired/interconnected Sp phone. 631 686-6585 ----------------I C smoke detector email. MMacrina@MMArchitectAIA.com approximate location of I I A4.2 waste line into ex.septic. I web. MMArchitectAIA.com r----------------1 approximate location of Contractor to confirm I I Hardwired/interconnected CM water line to garage hose location when excavating i--------------j carbon monoxide detector These plans are an instrument of service and are bibs. Contractor to confirm � �r -;__�__q_�T__., for deck and footings I i the exclusive property of the architect. location when excavating — '* —=� =� Infringements of the concepts I I gr.-.,-,.q-..a—. - ,;.•�.• .• `1_.,-- ------------------------------�----------------�-------------------------- Infr and design ideas for deck and footings 3-------- ------ ------ --- - ------�-, ------------------------------------------------� Thermostat O presented on these drawings shall be prosecuted L------------------ 13 ® ® 1 B ® I to the fullest extent of the law. Copyright 2026: I I I Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without I I ' the expressed written consent of the architect. I ------------------ See sheet S2.1 for L------------------J foundation Ian I 1 P I NOTES Drawing Status I I , ' ------------------ existing existing ' 1. See sheet A2.1 for insulation specifications. 1 2. Install all smoke detectors throughout home as required by house ; ; ;; i the 2025 RCNYS, sect. R314 and noted on sheet G-1. Issued I trap I I II II i E I See sheet 3. Install all carbon monoxide detectors throughout home as For I I II g A4.2 i i i ii i E required by the 2025 RCNYS and noted on sheet ,G-1. S2.1 for i i ±45'-8" II I A4.2 ■ I foundation 4. All dimensions are taken to rough framing. Refer to sheet Construction I plan > ' i G-1 for stud sizes. I co E� Unfinished E�' I I Cellar ° ' WINDOW/DOOR NOTE existing 01 1 1 o ii i Dates a,l I ±8'-11"clg.ht.— cl 1 cll I I / X i no work to be 00 " X�� ; See sheet A2.2 for window schedule. 2/4/26 Permit Set R/R I i i i performed °'° 1 II 2/11/26 Construction Set I I existing I I I II I I I li I 3/30/26 Bid Set C01 I I ±31'-3" I I Ii 1 ±14'-7j" I — I I existing 11 ii i � m 5/7/26 Construction Set staircase ; ; ;; 1 �, STRUCTURAL PLAN NOTE pat h expos d I I r- -r_i--r i i 11 III � iII iIII II� III III III III III III III II1I1II I;1II1 wall and clin � I ' N j------j See sheet S2.1 for all structural information.wit ew -XTyp drywal existing in M column -H I I / I I ex. E.P. ;. � > I I existing i i existing existing o I I oil tank air No. Date Description 1 1 column I I A/C units co I I 1 handler �------, above ExistingE I z Existing Existing 1 existing M I 1 I i oil tank i ' Project ara�e ; ; L Unfinished Unfinished ex. �;� I Stora e Stora a Existing EP L----- J Proposed ao D ; ' - ex. r1 ------,X ±8'-11"clg. ht ±8'-11"clg.ht 4" I 00 existing E. I Addition & I ' I no work to be i no work to be i air I I an er no work to be I I Renovation performed performed - i performed i 1 A units a I " 1 1 I I r------, above 1 ±23'-8 ±17'-1" I ±13'-7" 1 ±14'-7�" i I PP 1 2 I I approximate of e For 11 1 rn rn1 1 1 existing I I existing buried 1 1 1 .E 1 1 i W.H. i i electric service 11 IIIW nII , j I I j I III �I I I _ Susan e�yisting - 1 I � existing I p i i � � i xwell beil�r A4.2 �i I / j i i tank D Newman & A4.2 existing , existing g Wymanexistin Lew i 250 Naugles Drive , I I I I �'I•, I Mattituck NY 11952 I I I I �:I•� Y-IC I I 1 I I I I i.'ra See sheet S2.1 for 1 1 1 1 1 I.1 1 I I I I I I I'I•i I I I I I•;I;, Jurisdiction A I foundation plan ; ; Town of Southold A4.1 i 1 1 I �-'J I , Suffolk County I I , approximate location of existing water line. I I Contractor to confirm ® ® 13 im in � , location when excavating Drawn B I y -----------� for deck and footings � M.D. Proposed Cellar Plan B Checked By: ir 7 A4.1 M.A.M. ,� :f;� Ian north Job No. ,� 312���-�4� p 2549 j a F to Sheet Title Cellar PI n Sheet Number : Al o PLAN KEY NOTES i A❑ Custom Shower with: -Custom tempered glass enclosure. A B C -Tile over thinset mortar over Schluter-Kerdi DS waterproofing A4.1 A4.1 A4 2 membrane over thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be installed by manufactures specs or other approved waterproof pan system (see detail sheet A2.2) i C ±71'-4" -Triple 2"x4"curb NA h -aE-:� I -Secure the water supply riser from the shower valve to the shower head to te permanent structure. KA -a ±24'-4" ±47'-p" -Shower to be equipped with pressure balance control valves. C r' n .-a -Surround to be the over z"cement board. �� ±15'-4" ±5'-54" ±10'-6�" ±11'-9" f11'_7�n ±7'_7j" -Shower seat(16"tall x 16"deep where shown on plans). Arch CU ca of windows - of door of door cof door bedroomC,of door co � 60"wide x 24"deepx 36"tall vanitywith filler each side. rn 0 LJ Counter top to be elected by owner. 97 L Main Street Stony Brook NY 11790 N m ( C 36"wide x 24"deep x 36"tall vanity with filler each side. ❑ Counter top to be selected by owner. phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com (1)14"deep shelf set 68"above finished floor web. MMArchitectAIA.com p and metal rod set 2"below shelf These plans are an instrument of service and are the exclusive property of the architect. ❑ Infringements of the concepts and design ideas E washing machine to be selected presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, See sheet A1 .4 for See sheet A1 .4 for no part of the plans may be reproduced without dryer to be selected and vented to exterior as per deck/porch plan deck/porch plan manuf. specifications the expressed written consent of the architect. OMIT Drawing Status LO a110 � B 108 - --� --- —� ---- _ exis ing wall --------- -------- _-______ ___ __ H 18"tall x 20"deep built in bench 24"door ❑ shelves 107 - _ ❑ - - _ Issued ack out - 2 �n ,n I passive pack out p wall 2" ± -91» 1u Bathr #1 A2.2 walls 2" 3 ' ' 0 0 ±10'-10 " - 2 Q, A2. EF _____ -_ --------------------------- ----------= 107 E o ex. ±8'-1" - o " : 32" Tile flr. o n O E MudRoom = L ± 8-0" ±14-51 For a, 1112 clg. ht. ;n H - ex.±8'-T" 7*`' V-2+I ❑ -- clg.ht. o , B Bedroom 5FLOOR PLAN LEGEND Consti'I.,IClon = i oyer ++ - Tile flr. -H #� run dryer vent i i active pack out open space -------� _ r- =------------- ----- __-- --- throughbelow andbay KIM �r I below counter _ PROPOSED ADDITION i wall 2" D ±6'-3 " 30" o C ? = ex.+8'-1" _ �, run bathroom terminate _ ' �� j;❑ �- 1 Powdel' ❑ LO clg. ht. "�' _I exhaust through through wall i existing wall , " 113 Cl -2 - - si automatic vent to d joist bay and NEW FRAMED WALL I 24"door :j A2.2 shut off exterior S � 6 SD +I terminate Dates - EF through wall_ TALLER/LOWER WALL or frosted glass 108 = - - -- �-/-- 3------------- ---------- ----------- 2/4/26 Permit Set pack out sloped ceiling�� panel door O �, HVAC a o Laund �" 1n (refer to sections) I 5 walls 2" I ±10'-102" return ±6-11 " 0 2/11/26 Construction Set 3 I I Tile flr.± _ 3 ABOVE SUBFLOOR A.S.F. ±23-101" i , , _ 3 3/30/26 Bid Set i i existing � R/R guard existing ro — 1" 46" _ ±10-4" o --------------- -------------------------------------- ro railing to be 3 105 o -------1 1 staircase -H selected staircase 24" -H ±66" 2 O 104 106 SOFFIT ABOVE/WALL 5/7/26 Construction Set 114 i I /1" /„ _ _ CABINET ABOVE __ _ i I 3- 5 2 = o a IM _ ' 2 A2.2 M rn CD o ,.� t EXHAUST FAN (min. 100 cfm to be EF m I I CD vv Cu CM SD \ vented to exterior) 00 a of ii M = _______________ ___ _-- __ _;n 00 is iv 3 m ; ; (1-0-9—) 9' 9 � ±221'—{ �, --------------------- A2.2 co i ; � � f o D❑ new closet "' _ � Hardwired/interconnected SD -� -H smoke detector c ref. pantry pantry , '' )f N Align- freezer cabinet cabinet roo Align o �, m �_ =� +l Hardwired/interconnected CM carbon monoxide detector No. Date Description = Living ; n X 0 0 —±61" 0" ±9'-4" ±14'-51" % Thermostat T i i Room _ � 1\\ 0 Project -H 7 i i i ex. ±8-1" Kitchen a° SD T existing n 1 +I +I clg• ht. ire �''i �`\ windows 5 new 11'-0" �� i �\ exterior to be existing A/C units Proposed i tray clg. ht. N sound proof wall with double � painted black Contractor to I `� to match new confirm which units N "quiet rock"dry6vall,"roxul,' 7 +l I counter overhang insulation and'Acousticblc k' windows p NOTES AdditionQ_ DInIn are to be re laced O(-------------------------- r-=gBIok16 u erla ment on ir 1 and remain y )1 m c i j island ! o I Room music room side up to roo i =';x �� 1. See sheet A2.1 for insulations specifications. a i - I - rafters.To be installed as per i p Renovation 3 0 ; OO = " -------------------------------- - manuf. specs. i +I o s 36 stove ec�+8h-1�� 2. Install all smoke detectors throughout home as requlired by g o v 9. t. i N 3 13 N i ❑ I oven with cabinets below �, , downdraft 1 Music i ; � ��� the 2025 RCNYS, sect. R314 and noted on sheet G-1. c, i � 115 U i OO exhaust ; Room i i l�"�i C a) I3. Install all carbon monoxide detectors throughout horne as For -- ------------------- " required by the 2025 RCNYS and noted on sheet G•-1. - ---------- --------------- ------ 24" 48" 10'-0" ±15'-4" ' 1 2 ±14+5 Susan I 52±23-102 " , opei to ; 4. All dimensions are taken to rough framing. Refer to sheet pack out � above i existing �, L---_-_ ❑ G-1 for stud sizes. p walls 2' ��sloped ceiling-----,-" _ ---- -- chimney to N = pull sink _ new carpet floorin pack out remain Newman A4.2 -H N i t ash d.w. N `c to be elected g walls 2 D 5. Existing wood flooring to remain, patch where required to existing wvall E �— ____�-- ---------------- A4.2 match existing. Sand, stain and seal with matte sheen lulconsult with client. ^ � 101 102 I � � 103 counter top to align with . ,F,� 104 � � existing wall C window sill. Contractor to � I 105 �n w yman adjust window height in - field as necessary i i Install lead coated copper INTERIOR DETAIL NOTE 250 Naugles Drive i bent'L'flashing set in a bed i of caulking over sheathing. Mattituck NY 11952 Overlap wall underlayment See sheet A1 .4 for i over flashing See sheet A2.2 for all typical interior details Jurisdiction deck/porch plan ' Town of Southold 1 I � � WINDOW/DOOR NOTE Suffolk County I ------------------ ------------------- -- -- - -- -- ----- ------- --- - - -- -- ---- -- 3 ---------------------- --------------- ° --------------------- ----- ° See sheet A2.2 for window schedule. Drawn By: M.D. i in- of widows X Checked By: of door of windows of door of windows STRUCTURAL PLAN NOTE M.A.M. I „ ; and room ±15'-10" ±15'-54" 1" Job No. ` 128E Q ±7'-3" ±12'-6 ±12'-8" ±7-74 ±71'-4" See sheet S3.1 for all structural information. 2549 N� Sheet Title A Proposed First Floor Plan B � First Floor Plan A4.1 A4.1 �Iu plan north Sheet Number : PLAN KEY NOTES Custom Shower with: yy` ` A ,<- -Custom tempered glass enclosure. -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be installed by manufactures specs or other approved waterproof pan system(see detail sheet A2.2) a -Triple 2"x4"curb -Secure the water supply riser from the shower valve to the shower head to the permanent structure. r i-Shower to be equipped with pressure balance control valves. M .-a c'.- -Surround toa (1 the over 6"cement board. �� itEih. C�A B C -Shower seat(16"tall x 16"deep where shown on plans). "a�." A4.1 A4.1 A4.2 B 48"wide x 24"deep x 36"tall vanity with filler each side. 97 L Main Street Stony Brook NY 11790 Counter top to be selected by owner. f71'-4" 84"wide x 24"deep x 36"tall vanity with filler one side. LJ Counter top to be selected by owner. phone. 631 686-6585 t24'-4" f47'-0" email. MMacrina@MMArchitectAIA.com web. MMArchitectAlA.com D (5) 14"deep wood shelves to be painted space shelves equally t7'-3" f7'-3" 18" 39 " 18" These plans are an instrument of service and are the exclusive property of the architect. 1 14"deep shelf set 68"above finished floor Infringements of the concepts and design ideas ca E ( ) P presented on these drawings shall be prosecuted of window of window of win ow 3 and metal rod set 2"below shelf to the fullest extent of the law. Copyright 2026: c and bedroom and toilet Michael Macrina Architect, pc. All rights reserved, m N no part of the plans may be reproduced without N •X washing machine to be selected the expressed written consent of the architect. a� patch opening with 2"x6"studs at 16" center oc and insulate as bathroom in R/R with taller dryer to be selected and vented to exterior as per DrawingStatus pack out 208 ---------- per sch. sectond floor windows manuf. specifications _ 207 206 205 existing wall wall 2 ,n existing wall 25"x54"pull down attic stair to be selected and installed as per -- -, H --------------------------------- 3 " --, = new (�� " new = � � manu .specifications. onsu wi c ien or exact location. "' closet_ _ 5 3 El 5� QI closet N ; ; Consult with client f _ " Issued -_- ___ _________ _ _ __ -__ 3 I � " --a ual---- " KT 6" t13'-7" '"E ; ; 2 N ex.t8'-1" 0, M 2 ex. sloped ' EFLOOR PLAN LEGEND �- new sloped A22 clg.ht. ; A22 ceilingj ; OA4.2ceilin o +I Wood Flr. < W/ood Flr. --� --------- ---- ---------------------- -- -3- 1 ^ i i N e -`x� i i 3 `o --- ----- PROPOSED ADDITION I I �. _- run d er vent throu h i A4 2 i'm C O n I A2.2 n EF rn ,� I A2.2 C ry g 1 1 41 I I ❑ M I I +I o joist bay and terminate i Bathrm. - +i i i 0 I I through wall i o Bedroom #2 � sp � � � I = � ��, M ,., i NEW FRAMED WALLS ?"�new 11-6" _ IB ; i clg. ht. ! = B - L -b- ------ ----------- -------- -----�-- TALLER/LOWER WALL or "' I = -_- - - - - ------- --------------------- -----i-- _I shut ff r` �`� o (refer to sections) 00 patch opening 1 G +I ----- ---------------------------------------------------------------1- --- - v 3- ❑ C I Dates -------------------------------------------------------------------------------------------------------------- ------ with 2"x4"studs O = new 2 ne :)1�1' _ I = at 16"oc " `.� linen cl. D 75 " floor linen `D o Bedroom #3 ABOVE SUBFLOOR A.S.F. rai = i 2/4/26 Permit Set newr• ex.g. ht. " og2/11/26 Construction Set O laundry -- N = clg. ht. 1 3 SOFFIT ABOVE/WALL g N closet CABINET ABOVE 3/30/26 Bid Set R/R guard o 210 railing to a t3 4 1 o f SD Proposed addition 3 E i Hall selected existing the floor in W B o0 1 208 -H P O ❑ 5/7/26 Construction Set 00 staircase = laundry closet SD C +� Q _________++� within ex.space 204 EXHAUST FAN (min. 100 cfm to be EF 1 'M' LE vented to exterior) _ patch opening with -H iv 40"tall x26"long wall o LO 2"x4"studs at 16"oc ex.t8'-1" n o �folding� = 51" i SD o with stone capand = Hardwired/interconnected clg. ht. cv counter M 1 temp.glass above 2 smoke detector DO 3�" t13'-5- t14-5�" +I = t00 64J" 7' 11 2 4 2 2 Hardwired/interconnected CM carbon monoxide detector ex.t8'-1" � clg. ht. align Thermostat c , W.l.C. _ ❑ gn wall with OT = 1 i wall below $p r,�, , 1 insulation drywall and 3 ex.+$'-1" M " . ,� Bathl-m #3 1No. Date Description 3 to be designed clg. ht. -H Hall ��" 17- +"'+ EF i A2 2 acoustic-rom below rane P existing by others i I H Vaulled clg. - -H _ 1 S01 i Project A0� i i o 2 -----� -adder°furririgto.-------- Atti C N i i " 2 1 i Tile Flr. 3� accommodate t13'-1 5 " 1" " - ±10'-0" 34" Upset ps tafllush i \� , NOTES 5 pack out Proposed walls 2" 1. See sheet A2.1 for insulation specifications. 517, 11 �V Addition & i i 51" M� 5 " 2. Install all smoke detectors throughout home as required by I I 48 t13'-1�" �' � �� equal i i (equal) the 2025 RCNYS, sect. R314 and noted on sheet �G-1. Renovation ( q ) i open�to i = s E60AL i below i 3. Install all carbon monoxide detectors throughout home as u7 - I I N pack out wall i , , required b the 2025 RCNYS and noted on sheet tG-1. M ; o o > ^; ; Bedroom #1 � I� 2with news o q y For new 2 xs wall 4. All dimensions are taken to rough framing. Refer to sheet � a1 1 3 ' G-1 for stud sizes. i H new sloped\ o f 1 vaulted clg. j ceiling v ) 21 1 i I a) 1 1 ; 5. Existing wood flooring to remain, patch where required to Susan new sloped +1 i " v; ; ceiling � " ❑ existing match existing. Sand, stain and seal with matte sheen 5 chimney D consult with client. Newman A4.2 A4.2 existing wall ------------- _tO ; , ------------ -------------------------- -- ------------- existing wall set on - n 202 PVC pan i -- - - -- -- - - - -- -- --- - — - --- --- - - - -- - - - - - - See sheet A2.2 for all typical interior details M ;250 a k N Driveles - - -- - - -- 952 pitcr, � - --_- - -- - --\ -__ --_� ----- --- ---- ---pitcrn - -- ; a uc Y 11 t tt t EPDM/a" -- -- / — - - o " - per foot '-- Balloon frame this able wall with M o ---- -- - --- g Pe --� a� Jurisdiction - - - - -2"x6"microllam Ivl at 16"oc from - -- - 1-- I °o ! -- ---- --- --- - - subfloor to underside of R R --- --- -- - -- �o --- - -- - - __ Town of Southold N TE - - - - ---Roof Deck__ -_ see roof deck- - 36" in - - S sheet A2 2 f dschedule. 'na nail See s ee or window Suffolk County - -- - -- - - - -- assembl note - - uardrail to w -_ guardrail to_ decking to be - -same sheet - - code --- --- selected -- -- - -- - --- --- ---- - - ------------- ------- --------------------------- ---------------------------------------------------------------------------------------------------------------------------- siding Drawn By : deckingM.D. �vD F . typical typical Typical Roof Deck Construction gutter gutter C� r' c t32'-1" building paper i 11 „ Checked By: � .� � n overlap EPDM (roof deck) / 5/4 x4 Decking set level M.A.M. Y align ith E.P.D.M. „ „ ° °" - 3 existm wall - roofing �� // over tapered 2 x P.T. Sleepers at 16 oc Job No. 13t23�3 Ao1 3 and dormer �,C;of window N \\� ✓� over pitched EPDM Roofing System (1/4" pitch) 2549 3 of window and gable window of door and S 1" 1" D 3/a"CDX ch a\� over pitched 3/4" CDX Ply. Sheathing Sheet Title rn N centered with ridge - 4'-4- 4-4 X plywood fo All. \window below g door blow 2 �sover tapered 2"x fUrring" � " " " over floor joists at 16 oc8'-1 15-10 8-1 t35 " t8-9 t38 ripped 2"x4" \ �� eeon ' F I r. Plan f24'-4" " P.T.furring \ \� f32-1 t14-11 \ :, pitch to gutter all three sides nailer ±71'-4" \ STRUCTURAL PLAN NOTE _ A B C floor joists %a"CDX A4.1 A4.1 A4.1 plywood See sheet S3.2 for all structural information. Sheet Number Roof Deck Detail Proposed Second Floor Plan plan north Al 0 FLOOR PLAN LEGEND ?A i ?13 C PROPOSED ADDITION A4.1 A4.1 A4.2 NEW FRAMED WALLS t17'-1" t7'-3" f47'_0" TALLER/LOWER WALL = or 3" (porch floor framing) (declk floor framing) (refer to sections) ,_ " 6'ste C r n (porch roof framing) �13_02" t27'-111" ABOVE SUBFLOOR A.S.F. (center steps on mudroom door) SOFFIT ABOVE/WALL 51„ f6'-1" 51" CABINET ABOVE _ _� A rc h i te Ct 2 2 EXHAUST FAN (min. 100 cfm to be EF 97 L Main Street Stony Brook NY 11790 alivented to exterior) hougse wlall th align with exact nurmber of risers to SD phone. 631 686-6585 1= house wall Hardwired/interconnected o Q N be determined in field = smoke detector oin email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com co nd min.tall Hardwired/interconnected CM guardrail to code carbon monoxide detector These plans are on instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas Thermostat O presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: 36"min.tall Michael Macrina Architect, c. All rights reserved, guardrail to code F- rn 36"min.tall Uncovered 36 min.tall = " no part of the plans may be reproduced without -' guardrail t0 Deck guardrail t0 - o the expressed written consent of the architect. `n code I align post with +, %a `D NOTES Drawing Status exterior side of wall � "decking to Y M M Down 5" Down 5" be selected Down 5" Down 5" -- '" 1. See sheet A2.1 for insulation specifications. LE ------ ------- y ----- -------- ------------------------------ low beam above I 2. Install all smoke detectors throughout home required P.T. post to be I I (see stru. plan) __ . I g as equ ed by wrapped (typical) ' I the 2025 RCNYS, sect. R314 and noted on sheet G-1. , i , -- I Issued 0) rn I - E E _ 36"min.tall i Covered 3 _ . Install all carbon monoxide detectors throughout home as A4.2 =i o guardrail to code ' E _ Foi'- EPorch I required by the 2025 RCNYS and noted on sheet G 1. 0 0 M o I 1 I V-2#1Consth �' o �' s „ 4. All dimensions are taken to rough framing. Refer to sheet uction B � I Y4 decking to Q n N i be selected Down 5" _ - i See sheet A1 .2 G-1 for stud sizes. (D I -------I_---- for floor plan = o v I � 1 `O� " I WINDOW/DOOR NOTE Dates Li F ------ See sheet A2.2 for window schedule. 2/4/26 Permit Set I 2/11/26 Construction Set I 1 1 3/30/26 Bid Set I 1 -- ' STRUCTURAL PLAN NOTE 5/7/26 Construction Set I I II I I I I , See sheet S2.1 for all structural information. I I , I I , I I , ------------- ------- 1 --------------- -- - --------"_ � � I I I I I I I I I Existing I I Driveway I I No. Date Description I I I I Below See sheet A1 .2 Project for floor plan Proposed Addition & I : 00 See shej t A1.2 Renovation for floor plan I ❑ ! I For Oo `------ I I , I I Susan , I I I I I I , D A4.2 i D Newman & t A4.2 _� -----____-------------------__ Lew Wyman. `n Down 5" i 1 Down 5" 1 I P.T. post to be I d wrappe I I Covered - = 250 Naugles Drive a m i i " I ( R,1 T) o Q I i Porch #2 new 42 wide I I � -� Mattituck NY 11952 E E %"decking to as I 1 gate. Contractor a, i �, c c E _ - shall confirm = E E to o m be selected 1 r b `o 0 o o, n i i %"decking to with client @ a 1 PI) exact number of risers to � o 0 o a> 1 1 be selected I E ` I be determined in field ' I o I `o Jurisdiction o i b I a' o 0 0 o Top of Deck o U) ; o a Town of Southold n I 1 P.T. post to be P.T. post to be - ' 4'-7" 10'-1" a wrapped wrapped P.T. post to be i i steps 10%" treated Suffolk County BB � , - wrapped I I 36"min.tall existing -------------------------------------- ------------------------------I- ----------- ----- I railing to code � Rim Joist retaining wall ---------- ---------------------------- -- - yawn By low beam above low(beam above = `- QED A,41 36"min.tall align post (see stru. plan) (see stru. plan) "' ,--__-:.___ __ M.D. y guardrail to with existing 36"min.tall @ " _ PE p Ic guardrail to _H E - - / fit, code interior wall align post code _ ',-- - Checked By: 4 -1 with exterior o - M.A.M. ��; 51" 54 side of wall 1" 2 1" 5- 15-44 15'-44" _— (see plan)TreateFloor Joists Job No. 31286 y0� 4- (equal) (equal) t10'-3" t32'-1" 3" 1"x8"Risers—� ', ,` Simpson LSCZ stringer 2549 ( F NE`N (porch roof framing) 2"x12"treated connection at each " " stair stringer stair stringer Sheet Title Dec. t42-7 -- f14'-8 (porch floor framing) ---_ k/P orch Plan A Finish Grade Proposed Deck/Porch Plan B 1/4' = 1 A4.1 ._0. ICI plan north concrete pad under stair stringer rl Typical Deck Stair Detail Sheet Number : Al ENERGY/CONSERVATION BUILDING THERMAL ENVELOPE NOTES INSULATION SCHEDULE (thermal envelope) House Component R Value Insulation Insulation Type Moisture Air Barrier P ( ) YP Remarks 1. These plans are designed to be in accordance with the 2025 Residential Code of 12. Recessed Lighting: Recessed luminaires installed in the building thermal envelope 23. Hot Water Pipe Insulation: Insulation for service hot water piping shall comply with Table R403.5.2 and be applied to the followin : Thickness Barrier Sealing NYS and the 2025 Energy Conservation Construction Code of NYS for a climate shall be sealed to limit air leakage between conditioned and unconditioned 1. Piping 3/4 inch(19.1 mm)and larger in nominal diameter located inside the conditioned space. Typical second floors stem zone of 4A. spaces. Recessed luminaires shall be IC-rated and labeled as having an air 2. Piping located outside the conditioned space. r' assembly 12"T.J.I.floor joists) R-38 Fiberglass leakage rate of not greater than 2.0 cfm (0.944 Us)when tested in accordance 3. Piping from the water heater to a distribution manifold. L- for all new and renovated floors 12 Batts A For sound attenuation 2. The interior design temperatures used for heating and enoling load calculations shall with ASTM E283 at a pressure differential of 1.57 psf(75 Pa). Recessed 4. Piping located under a floor slab. U) ` be a maximum of 72° F for heating and a minimum of 7'5° F for cooling. luminaires shall be sealed with a gasket or caulked between the housing and the 5. Buried piping. L interior wall or ceiling covering. 6. Supply and return piping in circulating hot waters stems. O Perimeter rim joist around PP Y P P 9 9 Y nl second floor for all new and R-21 Closed Cell 3. All materials,systems and equipment shall be installed in accordance with the 0 LL renovated floors 7 Per 1" 3" Spray Foam AMiC� h .-aE-A manufacturer's instructions and the 2025 Residential Code of NYS and the 2025 13. Air-Sealed Electrical and Communication Outlet Boxes: Exception: Cold water returns in demand recirculation water systems. Energy Conservation Construction Code of NYS. Air-sealed electrical and communication outlet boxes that penetrated the air LL barrier of the building thermal envelope shall be caulked,taped, gasketed or 24. Intermittent Exhaust Control for Bathrooms and Toilet Rooms: c,--,- r 4. Certificate:A permanent certificate shall be completed Iby the builder or approved otherwise sealed to the air barrier element being penetrated.Air-sealed boxes Where an exhaust system serving a bathroom or toilet room is designed for intermittent operation,the exhaust system controls shall include one or more of the party and posted on a wall in the space where the furnace is located,a utility room shall be buried in or surrounded by insulation.Air-sealed boxes shall be tested following: Exterior walls exterior R-14 Closed Cell or an approved location inside the building. Where located on an electrical panel, and marked in accordance with NEMA OS 4.Air-sealed boxes shall be installed in 1. A timer control with one or more delay setpoints that automatically turns off exhaust fans whlen the selected setpoint is reached. Not fewer than one (2"x6")for new and 2' the ccertificate shall not cover or obstruct the visibility of the circuit directory label, accordance with the manufacturer's instructions. delay-off setpoint shall be 30 minutes or less. renovated walls side 7 per 1" Spray Foam /krch itekct > N service disconnect label or other required labels.The cEertificate shall list the 2. An occupant sensor control with one or more delay setpoints that automatically turns off exhaust fans in accordance with the selected delay setpoint after all > & A predominant R-values of insulation installed in or on ceiiling/roof,walls foundation 14. Programmable Thermostat: The thermostat controlling the primary heating or occupants have vacated the space. Not fewer than one delay-off setpoint shall be 30 minute's or less. interior _ Fiberglass 97 L Main Street Stony Brook NY 11790 (slab, basement wall, crawl space wall and/or floor)and ducts outside conditioned cooling system of the dwelling unit shall be capable of controlling the heating and 3. A humidity control with an adjustable setpoint ranging between 50 percent or more and 80 percent or less relative humidity that automatically turns off side R-13 3 1/2" Batts spaces; U-factors for fenestration and the solar heat gaiin coefficient(SHGC)of cooling system on a daily schedule to maintain different temperatures set points at exhaust fans when the selected setpoint is reached. fenestration, and the results from any required duct system and building envelope different times of the day.This thermostat shall include the capability to set back 4. A contaminant control that responds to a particle or gaseous concentration and automatically turns off exhaust fans when a design setpoint is reached. All New Interior Walls - air leakage testing done on the building.Where there is;more than one value for or temporarily operate the system to maintain zone temperatures down to 55° F or a s 3-1/2" Roxul Batts For sound attenuation phone. 631 686 6585 each component,the certificate shall list the value covering the largest area.The up to 85' F.The thermostat shall initially be programmed by the manufacturer with Manual off functionality shall not be used in lieu of the minimum setpoint functionality required by this section. email. MMacrina@MMArchitectAIA.com certificate shall list the types and efficiencies of heating„ cooling and service water a heating temperature set point no higher than 70' F and a cooling temperature N Space around exterior window/door low expansion web. MMArchitectAIA.com heating equpiment. Where a gas-fired unvented room theater,electric furnace,or set point no lower than 78° F. Exception: Bathroom and toilet room exhaust systems serving as an integral component of an outdoor air ventilation system or a whole-house mechanical (5 jambs required spray foam These plans are an instrument of service and are baseboard electric heater is installed in the residence,the certificate shall list ventilation system. the exclusive property of the architect. "gas-fired unvented room heater","electric furnace"or'"baseboard electric heater", 15. Heat Pump Supplementary Heat:Where permitted, heat pumps having Penetrations around all pipes,vents low expansion spray Infringements of the concepts and design ideas presented on these drawings shall be prosecuted as appropriate.An efficiency shall not be listed for gas-tfired unvented room heaters, supplementary electric-resistance,fuel gas or liquid fuel heating systems shall 25. Gas Fireplaces: ducts,wires throughout ceiling and foam fire caulk-136 by ASTM E136 tested to the fullest extent of the law. Copyright 2026: electric furnaces or electric baseboard heaters. have controls that are configured to prevent supplemental heat operation when Where permitted,gas fireplace systems shall not be equipped with a continuous pilot and shall beequipped with an on-demand lot, intermittent ignition or floor levels Everkem ore equal pc. All rights reserved, Michael Macrina Architect,P pilot, g no part of the plans may be reproduced without the capacity of the heat pump compressor can meet the heating load. interrupted ignition, as defined by ANSI Z21.20. 5. Insulation and Fenestration Requirement by Component. Refer to insulation schedule. Supplemental heat operation shall be limited to only where one of the following the expressed written consent of the architect. applies: Exception: Gas-fired appliances using pilots within a listed combustion safety device. 6. Rooms Containing Fuel-Burning Appliances: Where open combustion air ducts provide combustion air to open combustion fuel-burning appliances, the 1. The vapor compression cycle cannot provide the necessary heating energy to 26. Lighting: All permanently installed luminaires shall be capable of operation with an efficacy of not less than 45 lumens per watt or shall contain lamps capable of Drawing Status with an efficacy the thermostat setting. o appliances and combustion air opening shall be located outside the building satisfy p y of not less than 65 lumens per watt. thermal envelope or enclosed in a room that is isolated from inside the building 2. The heat pump is operating in defrost mode. Exceptions: Appliance liance The vapor compression cycle malfunctions. . thermal envelope. Such rooms shall be sealed and insulated in accordance with 3. PP lamps p Locate ceiling insulation 4. The thermostat malfunctions. 2. Antimicrobial lighting used for the sole purpose of disinfecting. exterior R-21 3„ Closed Cell the building thermal envelope requirements of Tables R402.1.3, where the walls, g g p � 9• `I"' in roof rafters for an " floors and ceilings shall meet a minimum of the basement wall R-value 3. General service lamps complying with DOE 10 CFR, Part 430.32. 0 r' unvented conditioned side 7 per 1 N Spray Foam Issued 16. Ductwork Located Outside conditioned Space: Recommended Testing Agency: Integrity Home 4 4. Luminaires with a rated electric input of not greater than 3.0 watts. � attic(hot roof design)for /q requirement. The door into the room shall be fully galsketed and any water lines Supply an urn shall be insulated to an Energy Assessments: (631)553-1016 I d return ductwork located outside ace NN oca e conditioned space LL all new and existing interior R-21 5-1/2" Fiberglass and ducts in the room insulated in accordance with Section R403. The R-value of not less than R-8 for ducts 3 inches(76 mm)in diameter and larger and not roofs side Batts For combustion air duct shall be insulated where it passes through conditioned less than R-6 for ducts smaller than 3 inches(76 mm)in diameter.Ductwork buried space to an R-value of not less than R-8. beneath a building shall be insulated as required per this section or have an equivalent Manual J&S is required for any new or replaced heating or cooling equipment thermal distribution efficiency. Underground ductwork utilizing the thermal distribution L Window/ Door Type (U) Factor S.H.G.C. Cometruction Exceptions: efficiency method shall be listed and labeled to indicate the R-value equivalency. Double Hung Windows 0.27 0.27 continuous to the outside. For duct systems to be considered inside a conditioned space 1. Direct vent appliances with both intake and exhaust pipes installed 17. Duct Systems Located in Conditioned Space: Q ,the space conditioning TYPICAL INSULATION DETAILS Casement Windows 0.27 0.27 � 2. Fireplaces and stoves complying with Section R4102.5.2 and Section R1006 equipment shall be located completely on the conditioned side of the building thermal of the Residential Code of New York State.. envelope.The ductwork shall comply with the following,as applicable: U) Awning Windows 0.27 0.27> 1. The ductwork shall be located completely on the conditioned side of the building Dates 7. Eave Baffle: For air-permeable insulations in vented attics, a baffle shall be installed thermal envelope. Hinged Doors 0.27 0.27 adjacent to soffit and eave vents. Baffles shall maintain an opening equal or greater 2. Ductwork in ventilated attic spaces or unvented attics with vapor diffusion ports shall 0.27 Sliding Doors 0.27 than the size of the vent.The baffle shall extend over thie top of the attic insulation. be buried within ceiling insulation in accordance with Section R403.3.5 and shall ;SY l 2/4/26 Permit Set The baffle shall be permitted to be any solid material. comply with the following: - Skylights N/A N/A 2.1. The ductwork leakage, as measured either b a rough-in test of the supply and 9 Y 9 PPY `�- �N} 2/11/26 Construction Set 8. Attic and Crawl Space Access Hatches and Doors:Access hatches and doors from return ductwork or a post-construction duct system leakage test to outside the : j, typical roof insulation conditioned to unconditioned spaces such as attics and crawl spaces shall be building thermal envelope in accordance with Section R403.3.7, is not greater _. (see insulation schedule) N 3/30/26 Bid Set insulated to the same R-value required by Table R402.11.3 for the wall or ceiling In than 1.5 cubic feet per minute 42.5 L/minper 100 square feet 9.29 m2 of Q) 5f7/26 Construction Set - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. �; which they are installed. conditioned floor area served by the duct system. Unvented `' { a,• �-' - See Typical Insulation Details same sheet 2.2. The ceiling insulation R-value installed against and above the insulated Attic ?i r 0 Exceptions : ductwork is greater than or equal to the proposed ceiling insulation R-value, YZ'rigid insulation or less the R-value of the insulation on the ductwork. Z 1. Vertical doors providing access from conditioned spaces to unconditioned ,{ i.,r plywood backer 3. Ductwork contained within wall or floor assemblies separating unconditioned from AIR BARRIER & INSULATION INSTALLATION SCHEDULE: Table R402.5.1.1 spaces that comply with the fenestration requiremenits of Table R402.1.3 based > ?; between each rafter conditioned space shall comply with the following: on the applicable climate zone specified in Chapter . 3.1. A continuous air barrier shall be installed as part of the building assembly } between the ductwork and the unconditioned space. <.; Component Air Barrier, Air Sealing Criteria Insulation Installation Criteria 2. Horizontal pull-down,stair-type access hatches in ceiling assemblies that 3.2. Ductwork shall be installed in accordance with Section R403.3.3. provide access from conditioned to unconditioned spaces in Climate Zone 4 tern' Exception:Where the building assembly cavities containing ductwork have :r A continuous air barrier shall be installed in the building thermal Air-permeable insulation shall not be used as a sealing material. xi shall not be required to comply with the insulation Jewel of the surrounding been air sealed in accordance with Section R402.5.1 and insulated in - - - •,r } General Requirements surfaces provided the hatch meets all of the following: accordance with Item 3.3,duct insulation is not required. envelope. Breaks or joints in the air barrier shall be sealed. 3.3. Not less than R-10 insulation,or not less than 50 percent of the required N0. Date Description P q flat ceiling might An air barrier shall be installed in any dropped ceiling or soffit to The insulation in any dropped ceiling/soffit shall be aligned with the air 2.1. The average U-factor of the hatch shall be less lthan or equal to U-0.10 or insulation R-value specified in Table R402.1.3,whichever is greater,shall be occur(see plan) r; separate it from unconditioned space. barrier.Access hatches and doors shall be installed and iinsulated in have an average insulation R-value of R-10 or greater. located between the ductwork and the unconditioned space. r Ceiling/Attic Access openings, dro down stairs or knee wall doors to unconditioned accordance with Section R402.2.5. 1 g 9l P <:• P Project 2.2. Not less than 75 percent of the panel area shall have an insulation R-value 3.4. Segments of ductwork contained within these building assemblies shall not be attic spaces shall be sealed with gasketing materials that allow for Eave baffles shall be installed in accordance with Section R402.2.4. of R-13 or greater. considered completely inside conditioned space for compliance with Section n repeated entrance over time. 2.3. The net area of the framed opening shall be less than or equal to 13.5 R405 or R406. The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls shalll be insulated Proposed square feet. st. The junction of the top plate and the top of exterior walls shall be by completely filling the cavity with a material having a tlhermal 2.4. The perimeter of the hatch edge shall be weathcer-stripped. 17. Duct Sealing: Ductwork,air-handling units and filter boxes shall be sealed.Joints Second Floor Walls sealed. resistance, R-value,of not less than R-3 per inch.and seams shall comply with the Mechanical Code of New York State or the ddition & - Residential Code of New York State, or the New York City r Knee walls shall be sealed. Exterior building thermal envelope insulation for framed walls shall be The reduction shall not apply to the component performance alternative in Section y Construction Code, as ��<' installed in substantial contact and continuous alignment with the air a Ilcable.Sealed Air-Handling Unit-Air-handler units shall have a barrier. Renovation R402.1.5. PP 9 9 Si manufacturer's designation for an air leakage of not greater than 2 percent of the Knee walls shall have an air barrier between conditioned Vertical or horizontal access hatches and doors from coinditioned spaces to design airflow rate when tested in accordance with ASHRAE 193. and unconditioned space unconditioned spaces such as attics and crawl spaces shall be weather-stripped. t Insulation installed in a knee wall assembly shall be installed in Knee Wall accordance with Section knee wall .3. Access that prevents damaging or compressing the insulation shall be provided to all 18. Duct Testing: Each duct system shall be tested for air leakage in accordance with F1 Air-permeable insulation shall be enclosed inside an air barrier ANSI/RESNET/ICC 380 or E1554.Total leakage shall be measured with a W1 assembly. For equipment.Where loose-fill insulation is installed, a wooed-framed or equivalent 9 typical second floor 3, 1 baffle, retainer or dam shall be installed to revert loose:-fill insulation from spilling pressure differential of 0.1 inch water gauge(25 Pa)across the duct system and s stem insulation see The rough opening gap between framing and the frames of skylights, Insulation shall not be required in the rough opening gap except as P P g Y ( typical exterior wall Windows, skylights windows and doors, shall be sealed in accordance with fenestration into living space from higher to lower sections of the attics and from attics covering shall include the measured leakage from the supply and return ductwork.A written Insulation schedule) ;.,,, tYP and doors required by the fenestration manufacturer's instructions. report of the test results shall be signed by the party conducting the test and $ insulation (see manufacturer's instructions. conditioned spaces to unconditioned spaces.The baffle or retainer shall provide a ``< Susan P P S insulation schedule) Rim Joists J 1 permanent means of maintaining the installed R-value oif the loose-fill insulation. provided to the building official. Duct system leakage testing at either rough-in or Rim joists shall include an air barrier.The unctions of the rim board to Rim joists shall be insulated. post construction shall be permitted with or without the installation of registers or Second Floor the sill plate and the rim board and the subfloor shall be air sealed. -- grilles.Where installed, registers and grilles shall be sealed during the test.Where =- Floors inc ludin Floor framer members that are art of the building thermal envelope Floor insulation shall be installed in accordance with the requirements of Newman & registers and grilles are not installed,the face of the register boots shall be sealed " ` ` ```� g g P g P q { ; ; #, above garage and shall be air sealed to maintain a continuous air barrier. Section R402.2.8. during the test. cantilevered floors Air permeable floor cavity insulation shall be enclosed. Exceptions: 9. Air Leakage: The building thermal envelope shall be constructed to limit air { :: leakage. The sealing methods between dissimilar materiials shall allow for 1. Testing shall not be required for duct systems serving ventilation systems that Exposed earth in crawl spaces shall be covered with a Class I vapor Where provided instead of floor insulation, insulation shall be Lew Wyman perimeter rimjoist around differential expansion and contraction. Refer to the air balrrier and insulation are not integrated with duct systems serving heating or cooling systems. NAsec.floor see insulation retarder/air barrier in accordance with Section R402.2.11. permanentley attached to the crawl space walls. 2. Testing shall not be required where there is not more than 10 feet(3048 mm) t `t ` schedule)( Basement, crawl space Penetrations through concrete foundation walls and slabs shall be air and slab foundations 25O NaUgleS Drive installation schedule. following total ductwork external to the space conditioning equipment and both the # Class 1 vapor retarders shall not be used as an air barrier on - - - F2 10. Air Leakage Testing:The building or dwelling unit shall bey tested and verified as following are met: - below-grade walls and shall be installed in accordance with Section Mattituck, NY 11952 having an air leakage rate of not exceeding three air charnges per hour.Testing 2.1. The duct system is located entirely within conditioned space. R702.7 of the Residential Code of New York State. 2.2. The ductwork does not include plenums constructed of building cavities shall be conducted in accordance with ANSI/RESNET/I(CC 380 with ASTM E779 or gypsum board. Duct and flue shafts to exterior or unconditioned space shall be sealed. Insulation shall be fitted tightly around utilities passing through shafts or ASTM E1827 and reported at a pressure of 0.2 inches water gauge(50 p 9 Y P 9 9 Jurisdiction Pascals).Where required by the building official,testing shall be conducted by an 3. Where the space conditioning equipment is not installed,testing shall be Shafts, penetrations Utility penetrations of the air barrier shall be caulked,gasketed or and penetrations in the building thermal envelope to maintain required approved third party.A written report of the results of the test shall be signed by permitted.The total measured leakage of the supply and return ductwork First Floor < { otherwise sealed and shall allow for expansion, contraction of materials R-value. the party conducting the test and provided to the code official. Testing shall be shall be less than or equal to 3.0 cubic feet per minute(85 L/min)per 100 ? and mechanical vibration. Town of Southold square feet(9.29 m2)of conditioned floor area. Narrow cavities of 1 inch or less that are not able to be insulated shall Batts to be installed in narrow cavities shall be cut to fit or narrow performed at any time after creation of all penetrations off the building thermal 4. Where tested in accordance with Section R403.3.9,testing of each duct Narrow Cavities N air sealed. cavities shall t filled with insulation that on installation readily conforms Suffolk County envelope have been sealed. c the available cavity space. system is not required. During Testing: 19. Duct System Leakage:The total measured ducts stem leakage shall not be Garage Separation Air sealing shall be provided between the garage and conditioned Insulated portions of the garage separation assembly shall be Typical Insulation Detail P g g P Y { Y g '' spaces. installed in accordance with Sections R303 and R402.2.8. Drawn By: p • greater than the values in Table R403.3.8, based on the conditioned floor area, , s 1. Exterior windows and doors,fireplace and stove doors sh allltr be closed, but not number of ducted returns, and location of the duct system. For buildings " Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building thermal envelope M.D. a A sealed, beyond the intended weatherstripping or other inffiltration control Recessed lighting 9 g e e ope shall be r. measures. complying with Section R405 or R406,where duct system leakage to outside is 'I -1/2" = 1 '-O" g g be air sealed in accordance with Section R402.5.4. airtight and IC rated, and shall be buried in or surrounded with insulation. 2. Dampers including exhaust, intake makeupair, backdrafft and flue dampers shall tested in accordance with ANSI/RESNET/ICC 380 or ASTM E1554, the leakage to P outside value shall not be used for compliance with this section, but shall be All holes created by wiring, plumbing or other obstructions in the air Insulation shall be installed to fill the available s wiring ace and surround Checked By: = 4$ !�➢ --{ be closed, but not sealed beyond intended infiltration conitrol measures. P g permitted to be used in the calculation procedures of Section R405 and R406. Plumbing and wiring barrier assembly shall be air sealed. plumbing, or other obstructions, unless the required R-value can be met M.A.M.3. Interior doors,where installed at the time of the test,shalll be open. by installing insulation and air barrier systems completely to the exterior 4. Exterior or interior terminations for continuous ventilation:systems shall be sealed. side of the obstructions. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 20. Mechanical System Piping Insulation: Mechanical system piping capable of Job No. U carrying fluids greater than 105°F or less than 55°F shall be insulated to an Showers,tubs and fireplaces An air barrier shall separate insulation in the building thermal envelope Exterior framed walls adjacent to showers,tubs and fireplaces shall be -•N c� 6. Supply and return registers, if installed at the time of the test, shall be fully open. R-value of not less than R-3. adjacent to the building from the shower,tub or fireplace assemblies. insulated. 2549 II thermal envelope Exceptions: Sheet Title 21. Heated Water Circulation and Temperature Maintenance Systems: Boxes, housingand enclosures that penetrate the air barrier shall be Boxes, housing and enclosures shall be buried in or surrounded by 1. For heated sunrooms and heated attached or detached private garages accessory Heated water circulation systems shall be in accordance with Section R403.5.1.1. caulked,taped,gasketed or otherwise sealed to the air barrier element insulation. / n residential buildings, building thermal emvelope tightness and Heat trace temperature maintenance systems shall be in accordance with Section Electrical, communication and being penetrated. Table R402.5.1.1, applicable to the method of construction, are field verified. insulation installation shall be considered acceptable where the items R403.5.1.2.Automatic controls,temperature sensors and pumps shall be in a other equipment boxes, All concealed openings into the box, housing or enclosure shall be Energy Notes housings and enclosures sealed. Where required by the building official, an approved Ithird party independent location with access. Manual controls shall be in a location with ready access. Alternatively,air-sealed boxes shall be installed in accordance with ■ from the installer shall inspect both air barrier and insulation installation Y comply Section R402.5.5. - Insulation S c h■ 22. Heat Trace Systems: Electric heat trace systems shall corn I with IEEE input or HVAC supply and return register boots shall be sealed to the subfloor HVAC supply and return register boots located within a buildin thermal criteria. Heated sunrooms and heated attached or detached private garage UL 515. Controls for such systems shall automatically adjust the energy input to space shall be thermally isolated from all other condiitioned spaces in HVAC register boots i the heat tracing to maintain the desired water temperature in the piping in wall covering or ceiling penetrated by the boot. envelope assembly shall be buried in or surrounded by insulation. � Insulation Details accordance with Sections R402.2.13 and R402.4.5, as applicable. accordance with the times when heated water is used in the occupancy. 2. Where tested in accordance with Section R402.5.1.21.1,testing of each Where required to be sealed, concealed fire sprinklers shall only be dwelling unit or sleeping unit is not required. Concealed Sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids 11. Fireplaces: New wood-burning fireplaces shall have tight-ffiing flue dampers or between fire sprinkler cover plates and walls or ceilings. doors, and outdoor combustion air. Where using tight-fitting doors on factory-built An interior air barrier shall be provided.Air sealing at the intersections Insulation materials recognized in the approved commons wall or Sheet Number : fireplaces listed and labeled in accordance with UL 127,tthe doors shall be tested with building thermal envelope shall be provided. double-wall design and installed in accordance with the approved design and listed for the fireplace. Common walls or shall be permitted to be used. double walls separating Where installed in a fire-resistance-rated wall assembly, air sealing attached single-family materials shall comply with one of the following: dwellings or townhouses 1. Be in accordance with an approved design for the fire-resistance-rated assembly. A2 ,3i 2. Be supported by approved data that shows the assembly as installed complies with the required fire-resistance rating. PLUMBER RISER DIAGRAM PLUMBING NOTES INTERIOR DOOR SCHEDULE EXTERIOR DOORMINDOW SCHEDULE Size Remarks Model # Remarks ' ti 1. All plumbing work to be installed in strict accordance with the 2025 rfl} Residential Code of NYS and local codes. FIRST FLOOR CELLAR 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists swing door, Contractor to provide shall be located as close as possible to center joist span to maintain 101 32"x80" alternate price for sound proof door C01 R/R f36"x8O" R/R door with new fiberglass 3"0 vent thru roof 3"0 vent thru roof structural integrity of joists. Refer to the framing section of this sheet. " O swing door single panel door.Contractor to t all vents °D'� (typ. all vents) 102 double 24 x80" double swing door verify existing door size prior to Roof '- � J L ( �• ) J L Roof 3. Materials for water supply and distribution systems, per tables P2906.4, match ex.size ty 9 P2906.5 and P2906.6 of the 2025 Residential Code of NYS. ordeing 103 double 24"x8O" double swing door KA i C, 4. Materials for drains,waste.and vents, per tables P3002.1(1), P3002.1(2), Bathroom #3 Bathroom #2 P3002.2 and P3002.3 of the 2025 Residential Code of NYS. 104 32"x80" swing door FIRST FLOOR 5. All exterior hose bibbs are to be frost-proof type. Z——— 105 32"x80" swing door 101 ACW3660-3 temp.glass, 3 mulled Ak rC h i tE�� ct — 6. In areas prone to flooding, drainage,waste and vent systems shall be opening control device_ n n �_ j +—3n0 j ^ T 1 I vent vent I ^ , located and installed to prevent infiltration of floodwaters into the I vent r—tY j stack j T-1Y 0 106 28 x8O" swing door vent r1Y2^� air vent tY2^� systems and discharges from the systems into floodwaters. 102 FWGD60611 R temp. glass 2"0—� 1 vent �--2"� break I rvent j--2"O 7. In areas prone to flooding,vents shall be located at or above the n n 97 L Main Street Stony Brook NY 11790 vent I 1 vent I 1 vent 107 32 x80 swing door stack Lay. Lay. I Lay. Lay. design flood elevation. 103 ACW2840-5 5 mulled j W Ca j I W C` j 8. All plumbing fixtures to be installed as per Chapter 27 of the 2025 008 32"x8O" pocket door,frosted glass panel phone. 631 686-6585 1 floor W.M. i Shower Residential Code of NYS. 104 FWGD1110611-4 temp. glass Shower drain email. MMacrina@MMArchitectAIA.com Sec. FloorK Sec. Floor 9.Vents: 109 R/R 30'x80 R/R swing door, contractor to verify web. MMArchitectAlA.com exact size prior to ordering. 3 mulled,temp. I Roof Extension (sect. P3103.1) 105 ACW3060-3 glass(see note'A') These plans are an instrument of service and are SECOND FLOOR the exclusive property of the architect. 2"0 2" 2"� �10, 2" Open vent pipes that extend through a roof shall be terminated not less Infringements of the concepts and design ideas 2"0 wa's waste 2"0 3"0 waste wase was a than 18 inches above the roof or 6"above the anticipated snow accumulation, 106 ACW3050 tem lass j 3"0 waste waste waste waste P• presented on these drawings shall be prosecuted waste whichever is greater.Where a roof is to be used for assembly, as a 201 32"x80" swing door to the fullest extent of the law. Copyright 2026: 3"0 waste stack Michael Macrino Architect, pc. All rights reserved, I Powder Rm. _ Bathroom #1 promenade,observation deck or sunbathing deck or for similar purposes, no part of the plans may be reproduced without Kitchen Mudroom — T 1 ——— — open vent pipes shall terminate not less than 7 feet above the roof. 202 30"x8O" pocket door 107 ACW3050 the expressed written consent of the architect. r 3 i__ Frost Closure (sect. P3103.2) 203 30"x80" pocket door 108 FWGD1110611-4 temp.glass 2^� La ndry I 2"�� 3"� vent j 1Y^q, j Where the 97.5-percent value for outside design temperature is 0°F or Drawing Status vent ^ vent i1, 0 less,vent extensions through a roof or wall shall be not less than 3 inches I vent beak I I lvent j I vent rvent j--2"0 in diameter.Any increase in the size of the vent shall be made not less 204 32"x80' swing door 109 FWGD60611 L temp. glass Sink 3 n Sink I I vent than 1 foot inside the thermal envelope of the building. /a � 1 � � � 205 double 24"x80" double swing door waste Lay. Lay. Lay. e o 10. For trap sizes,see table P3201.7,on same sheet 20 110 FWHID31611AL temp. glass Issued D.W. W.C. W.C. I 6 double 30"x80" double swing door Shower W M First Fir. First Fir. 207 double 24"x8O" double swing door 111 FWGD60611 R temp. glass SIZE OF TRAPS FOR PLUMBING FIXTURES: Table P3201.7 double 36"x84" temp.glass,swing door F o___TJ I* 208 32"x8O" swing door 112 swing door to be selected waste waste waste 2"� 3"� 3"� waste waste wase Plumbing Fixture Trap Size O col-'%istruction209 double 18"x80' double swing door 113 ACW3660-4 4 mulled,teirnp. glass F.A.I.I waste waste waste Bathtub(with or without shower head 1-1/2" opening control device C.O. and/or whirlpool attachements) 210 24"x8O" pocket door clean out \ 114 ACW3660-2 2 mulled,temp.glass to grade \ \ C.O. Bidet 1-1/4" opening control device 211 24"x8O" pocket door ex. 3"0 waste Clothes washer standpipe 2" 2 mulled,temp.glass To Existing \ " 4" itch a ACW3660-2 opening control device Sanitary System ex1 4 0 waste 1/ p Dishwasher(on separate trap) 1-1/2" 212 double 18"x8O" double swing door 1/4" pitch Dates Floor Drain 2" SECOND FLOOR 2/4/26 Permit Set Kitchen Sink(on or two traps,with or without 1-1/2" dishwasher and food waste disposer) NOTE 'A' 201 ACW2860-5 temp.glass, 5 mulled 2/11/26 Construction Set Cellar Laundry Tub 1-1/2" 3/30/26 Bid Set Lavatory 1-1/4" Contractor shall confirm if window sill is less than 72" 202 FWGD1110611-4 temp. glass 5/7/26 Construction Set above finished grade. If sill is above 72" to grade the Shower(based on the total flow rate through window shall have an opening control device 203 ACW3030-2 2 mulledshowerheads and bodysprays) p g flow rate: installed. Cellar 5.7 gpm and less more than 5.7 gpm up to 12.3 gpm 1 2/211 204 ACW3050 egress Cellar more than 12.3 gpm up to 25.8 gpm 3" 205 ACW3050-3 3 mulled, egress more than 25.8 gpm up to 55.6 gpm 4" opening control device Plumber Riser Diagram WIND-BORNE DEBRIS 206 AAN2020 temp. glass Not to :scale PROTECTION NOTE O P glass No. Date Description 207 AAN2020 temp. O 208 ACW3060-4 4 mulled, egress Project Wind-Borne Design Protection: Protection of exterior windows and glass doors in opening control device buildings located in wind-borne debris regions if specified on the cover sheet Proposed shall be in accordance with section R301.2.1.2 of the 2015 International 209 ACW3050-2 2 mulled, egress Residential Code. ACW3030 Addition & TYPICAL INTERIOR DETAILS Protection and Open ingsExterior glazing in buildings located in windborne 210 debris regions shall be protected from windbome debris. Glazed opening Renovation protection for windborne debris shall meet the requirements of the Large ATT I C Missile Test of ASTM E 1996 and ASTM E 1886 as modified in Section 301.2.1.2.1 of the 2015 International Residential Code. Garage door glazed opening protection for windbome debris shall meet the requirements of an A01 ACW3060 stationary approved impact-resisting standard or ANSI/DASMA 115. For Install Schluter-Kerdi DS waterproofing Schluter-Kerdi Kers-B Exception:Wood structural panels with a thickness of not less than%6 A02 ACW2030 Schluter Kerdi-Line linear drain assembly membrane on all three sides of curb — —— —-preformed, seamless inch and a span of not more than 8 feet shall be permitted for opening ^ drain cover to be selected by owner comers as required for protection. Panels shall be precut and attatched to the framing surrounding Susan (see floor plan for drain locations) F wall to floor intersections I SKYLIGHT • 1 the opening containing the product with the glazed opening. Panels shall be Install Schluter-Kerdi DS waterproofing 1 predrilled as required for the anchorage method and shall be secured with 1/2"cement boarcd stone cap locate transition under the attachment hardware provided.Attachment to be permanent S01 M06 'Velux'electric"fresh air"skylight Newman & •�� membrane flashing around drain flange �door slab in the closed ' at all shower wally i postition as shown on corrosion-resistant hardware provided and anchors permanently installed ___ Tile Floor floor plan on the building.Attachment in accordance with Table R301.2.1.2 is permitted Porcelain file over thinset mortarover- Exterior Window and Door Specifications Lew Wyman --- ----,,-�s,,,, - I for buildings with a mean roof height of 45 feet or less where the ultimate Install Schluter-Keerdi DS Schluter-Kerdi DS waterproofing membrane over 1 Schluter-Ditra-XL uncoupling design wind speed is 180 mph or less. waterproofing membrane -thin set mortar over 1 y2" Yen membrane over thin set mortar , g p All windows&exterior doors are to be'Andersen'A Series with coastal on walls to ceiling -Schluter-Kerdi pre-sloped shower tray over I 2 4 over Schluter-Kerdi DS Tile Wood upgrade to stainless steel. 250 NaUgleS Drive ` -thinset mortar over .. waterproofing membrane T existing 3/a" TABLE R301.2.12. -Exterior Color: Black(confirm with client Contractor to I ood subfloor 2 4 " catch screen -p yw , wood floor rior to orderin confirm window Mattituck, NY 11952 :;.; ,• pitch pitch I Align WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE P g) order with client FOR WOOD STRUCTURAL PANELS(a,b,c,d) Interior Color. hit (confirm with client n or their approval ,.... :.., r �- - en n prior to ordering W 'e(c .,. . ;j .. •`+ ;.r �,�� prior to ordering) :•t. _ _ _ rt r{ +. t :?F - JUfISdICtIOn . t al •, :. . 2 4 ` .1 ; .. y FASTENER SPACING Grilles 3/4 full divided life per elevations ENE ACING �- _� Panel Span 4 Ft. 6 Ft. -Glass: Low-E4 smart sun insulated glass Install Schluter-Kerdi-Band comers Fastener Type < 4 Ft. <Panel Span < Panel Span ( ) U value=0.27 per � < 6 Ft. < 8 Ft. -Window Hardware: black contemporary Town of Southold in thinset at wall to floor base as P 3/4 I ood subfloor plywood subfloor folding manufacturer's specifications p No. 8 wood screw based n -Insect screens y anchor with 2-inch 16" 10 8" Suffolk Count embedment length -Door hardware:Anvers(satin pickle) Typical Shower Pan & Curb Detai No. 10 wood screw based anchor with 2-inch 16" 12" 9" Drawn By: yD ._ Typical Tile and embedment length 3 — 1 -O 1/4-inch lag screw based M D tv�~��P r q � Wood Floor Detail Checked By: " anchor with 2-inch 16" 16' 16 embedment length M.A.M. a.This table is base on 180 mph ultimate design wind speeds,Vult. and a 33 foot mean roof height. Job No. t '36 y0� b. Fasteners shall be installed at opposing ends of the wood 2549 NE`� structural panel. Fastners shall be located not less than 1 inch 6" from the edge of the panel. Sheet Title 1/2"Gyp. Board Casing to be selected unless noted c.Anchors shall penetrate through the exterior wall covering with an (typical) otherwise on plan embedment length of not less than 2 inches into the building frame. 1 // 1/4" reveal Fasteners shall be located not less than 2 1/2"inches from the Schedules (typical) j egde of the concrete block or concrete. _ •.`.•,��' •.�•'; d. Panels attached to masonry or masonry/stucco shall be attached Plumber Riser ••.�'1.Nei-:i'VF!':N.:,�l.x/•�.':.•'.:.'tih:�7•Y,; 1"x Flat Poplar using vibration-resistant anchors having an ultimate withdrawal to be painted capacity of not less than 1,500 pounds. - Interior Details Shim Space Rough Opening Sheet Number : (see plan) Typ. Door Jamb From Typ. Cased Opening Dtl. Perpendicular Wall Typical Trim Paint A TYPICAL SIDING Hardi lank smooth face clapboard sidingover Henrylueskin All exterior trim to be painted with a 100%acrylic latex or 100%acrylic latex with a LRV Rating p p ry ` VR100 underiayment over plywood sheathing,see sheet G-1. urethane additive should be used to achieve superior coating adhesion and Use paints with a light reflective value of 50 units or greater should be applied to Exposure-8"(primed, ready for paint) flexibility. Lacquers are not recommended with VERSATEX because lacquers are a VERSATEX. Using a paint with an LRV below 50 units will void our product ';': ;x`�r more brittle coating)and will not flex with movement in the VERSATEX trim. Paints warranty. Consult the paint manufacturer for the LRV of your paint. Color-Painted to be selected like Duration by Sherwin Williams, Manor Hall by PPG and Moorlife by Benjamin Install siding as per mfr. specifications Moore adhere well to VERSATEX. Sherwin Williams also offers a field applied Preperation coating under their "Green Seal"product designation. Kern Aqua BP Enamel is a Follow the paint manufacturer's preparation steps.To ensure good adhesion,the Al Acre by Modem Mill 1"x8"tongue and groove center water reducible polyurethane, acrylic top coat that offers fast dry times and no surface of the product should be clean,dry and free of dirt, mildew,chalk,grease match siding to be insalled over Henry Blueskin VP-100 i critical recoat times. Due to its excellent adhesion properties, it is an ideal coating and any other surface contaminants before applying paint. Keep in mind that underlayment over plywood sheathing, see sheet G-1. for cellular PVC.A primer is not recommended, but if you prefer to prime the trim, cellular PVC may have a static charge on the surface of the product which tends to Exposure-6/4" NA c,--- h .,&-aE:� I use Aqua Kern Bonding Primer E61 W525,which also offers a field applied coating attract dust. Cleaning can be accomplished using a mixture of a mild detergent Color-to be selected under their"Green Seal"product designation. (Spic'n Span)and water. Other cleaning agents include mild household cleaners, or Installed as per mfr.specifications c �' degreasers for more stubborn stains. Prior to cleaning, it is good practice to fill all n ,a nail holes and remove any marks or blemishes that appear during the installation process. Light sanding the surface is an acceptable method of removing blemishes Arch ite� ct if painting. However, sanding the original exterior surface will expose the micro cell L etend: structure. Color:to be selected. TYPICAL ROOFING 97 L Main Street Stony Brook NY 11790 GAF Ultra HD Architectural Asphalt Roof Shingles phone. 631 686-6585 over'GAF'deck armour, continuously wrap up all adjacent wall surfaces a min.of 12" email. MMacrina@MMArchitectAlA.com over plywood sheathing (see sheet G-1) web. MMArchitectAIA.com These plans are an instrument of service and are Color:to be selected the exclusive property of the architect. — Infringements of the concepts and design ideas presented on these drawings shall be prosecuted Eave Protection: Install(1) Layer of Ice&Wattershield to the fullest extent of the law. Copyright 2026: (.self-adhering polymer modified bitumen sheet)from the Michael Macrina Architect, pc. All rights reserved, eaves edge to a point at least 24"inside the exterior wall no part of the plans may be reproduced without the expressed written consent of the architect. line of the building. flashing around Low Sloped Roof Protection (2:12 to 4:12 pitch): Install skylight as per (1)layer of ice&watershield over the plywood sheathing Drawing Status manuf, specs. instead of the 30#felt paper. Fasteners:All Fasteners are to be corrosion-resistant with a minimum penetration of 3/4"into the sheathing. Use(6) fasteners for each shingle. Issuea r Ventilation I � B i S011 i B one require unvented attic) rC TYPICAL EXTERIOR TRIM ±8to 12 Constructiolso% match I C2 1 2 +8 to Material ex. match All Exterior Trim Boards are to be'Versatex'or equal. ex. _ C Installation A01 ai' Install as per manufacturer specifications: � B -Install 2 fasteners per every framing member for trim board Dates �`� applications. A -Install over flat, solid substrate. 2/4/26 Permit Set .`-- _ _ new gable ex.8'-1" = 7 plate height -All'Versatex'Joints are to be Glued with'Versatex'adhesive 2/11/26 Construction Set top of new ridge OIL _ _ _ - - -=- g necessary late height'. -Utilize 316 grade stainless steel fasteners where necessa P 9 3/30/26 Bid Set beam (set under �rr_ -Cortex screw and plus fasteners for all fascia, rake,frieze, existing / C2 �x,_ window trim, comer boards,etc. 5/7/26 Construction Set Typical Sizes: ' - -E E existing chimney o� i C1 Fascia Board- 1"x3,1 "trim board over 1 x8"fascia board = B 201 = rn 202 -� = to remain, paint 00 00 G o G - - i � brick to match 00 see ro ;� E— D1 203 i z� siding confirm C2 Rake Board- 1"x3"trim board over 1"x8"rake board K as de' 2 F i i D2 color with client detail __________ C3 Soffit- 1"x6'Versatex'YZ"x 5Y2"bead-board soffit - _ -run parallel to house under all flat eaves C1 _ C1 _ - second floor subfloor -run perpendicular to house under all sloped rake overhangs ex. plate height - -- - ex plate height TYPICAL FLASHING No. Date Description �= - Project I ; 1_ D1 For all horizontal wall to roof intersections, install aluminum coil I I I 1 . . - g 7. .'1 P flashing with Tyvek ore equal tape over vertical edge. �+ ehind 103 1 1 1Proposed rn � ; 103 � � 11 Do St -- _ a� ; H ; ; b hind - rn For all sloped wall to roof intersections, install aluminum step i 101 E G 102 E ; ; ; ; E L 104 E I ; 105 r =r _ i D2 = 1 I = rn flashing with Tyvek or equal tape over vertical edge. 00 .N o I 1 G 1 1 G 1 I o - =�F��--�-- -H V, ./ �7 P 9 Addition & r_.. , . I 1 I 1 1 I �""�"�/ s �— ; ; e— —� ; i� L °? All window drip caps to be aluminum with hemmed edge with P► \ / / i \ J D3 Tyvek or equal tape over vertical edge. - K ' I = Renovation I I -=1.-- A1 ; ; ; ; D4 All horizontal trim boards to have metal cap flashing to be -- - Tyvek or equal over vertical edge. I I 1 1 1 1 first floor subfloor first floor subfloor - I 1 1 I I I D5 For all stone cap flashing, install lead copper with Tyvek or top offnd.wall _ ___________D5___ --------------- top offnd.wall equal tape over vertical edge. For ;i ✓r,sr,� - � ;i ✓r - - ✓r,sr,i- i ✓r,fr�� -=__��- [� TYPICAL LIGHT FIXTURE oar E Susan - M - _ i%�- f - - F - Light fixture to be selected and installed over;a 5/4"thick = rn - - - ; - a, Versatex mounting block. Size to be determined based on Newman & °O __ - = - co light fixture selected. L f _ f ; 1 'Co•X ,i ✓r,✓r�i s, ✓r ; I ; ; -HH x _ - - 1 , 1 I I I 1 1 I , 1 ; I 0) - - Lew Wyman L_________ J 1 1 Gutters _______ existing foundation 1 existing p.c. 1 1 All Gutters are to 6"half round aluminum with brackets at 250 Naugles Drive L--------� wall below � ; ; footing below ; ±24"oc. L_-____-_J I I I top of cellar slab top of cellar slab Mattituek, NY 11952 ------------------------------ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------ ------------------------------------ --- All Leaders(downspouts)are to be round aluminum and I I existing p.c. t- ------------ ---r-1 footingbelow ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - ---- directed into underground piping to drywells. IInstall gutters on all fascia boards. Jurisdiction r-L--------------------------- ---------------------' ; Color to be selected. Consult with client for final color L_________________________________________________ _____� selection prior to ordering and installation. Town of Southold Proposed North Elevation G� TYPICAL GUARDRAIL Suffolk County 'I/4" _ 'I '-O'• 36"tall min. guardrail as per code to be selected. Drawn By: M.D. �±'.rP, " ,-,.✓ .per C1 TYPICAL COLUMN WRAP Checked By All column wrap material to be'Versatex'to be installed M.A.M. ' z as per manuf.specs. 0 Job No. �, t?312`��> y PORCH BEAM WRAP 2549 : •(Exterior Side) 1"x10"ripped to size Sheet Title •(Interior Side) 1"x12"ripped to size E I evat�io�n� s' •(Bottom) 1"x8"ripped to width All beam wrap material to be'Versatex'to be North I� Typical Porch Ceiling installed as per manuf.specs. Porch ceiling to be%"thick wood boards to be selected .1 over!'CDX plywood sheating Typical Stone Veneer Thin stone veneer to be selected and installed as per manuf.specifications. Sheet Number: Fm_1 Typical Horizontal Boards Typical Decking 9 New%4"x 4""Versatex'vertical boards New 5/"decking to be selected and installed as per manuf.specifications. Typical Trim Paint TYPICAL SIDING All exterior trim to be painted with a 100%acrylic latex or 100%acrylic latex with a LRV Rating l] Hardi plank smooth face clapboard siding over Henry Blueskin =~ . VR100 underlayment over plywood sheathing, see sheet G-1. urethane additive should be used to achieve superior coating adhesion and Use paints with a light reflective value of 50 units or greater should be applied to .=,.,k .. y; : Exposure-8" ,.1rS flexibility. Lacquers ame not recommended with VERSATEX because lacquers area VERSATEX. Using a paint with an LRV below 50 units will void our product P (primed, ready for paint) more brittle coating and will not flex with movement in the VERSATEX trim. Paints warranty. Consult the paint manufacturer for the LRV of your paint. Color-Painted to be selected like Duration by Sherwin Williams, Manor Hall by PPG and Moorlife by Benjamin Install siding as per mfr. specifications Moore adhere well to VERSATEX. Sherwin Williams also offers a field applied Preperation coating under their"Green Seal"product designation. Kern Aqua BP Enamel is a Follow the paint manufacturer's preparation steps.To ensure good adhesion,the A� Acre by Modem Mill 1"x8"tongue and groove center water reducible polyurethane, acrylic top coat that offers fast dry times and no surface of the product should be clean, dry and free of dirt, mildew, chalk, grease match siding to be insalled over Henry Blueskin VP-100 critical recoat times. Due to its excellent adhesion properties, it is an ideal coating and any other surface contaminants before applying paint. Keep in mind that underlayment over plywood sheathing, see sheet G-1.for cellular PVC.A priimer is not recommended, but if you prefer to prime the trim, cellular PVC may have a static charge on the surface of the product which tends to Exposure- _NA i ic,-%, h &a 4a 1 6�" Color-to selected use Aqua Kern Bonding Primer E61 W525,which also offers a field applied coating attract dust. Cleaning can be accomplished using a mixture of a mild detergent under their"Green Seal"product designation. (Spic'n Span)and water.Other cleaning agents include mild household cleaners,or Installed as per mfr. specifications degreasers for more stubborn stains. Prior to cleaning, it is good practice to fill all P p nail holes and remove any marks or blemishes that appear during the installation process. Light sanding the surface is an acceptable method of removing blemishes A �� h ' tE:,k �� if painting. However,sanding the original exterior surface will expose the micro cell Le end: structure. Color:to be selected. 97 L Main Street Stony Brook NY 11790 IBI TYPICAL ROOFING GAF Ultra HD Architectural Asphalt Roof Shingles phone. 631 686-6585 over'GAF'deck armour, continuously wrap up all adjacent email. MMacrina@MMArchitectAIA.com wall surfaces a min.of 12" web. MMArchitectAlA.com over plywood sheathing (see sheet G-1) These plans are an instrument of service and are Color:to be selected the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted Eave Protection: Install (1)Layer of Ice&Watershield to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, (self-adhering polymer modified bitumen sheet)from the no part of the plans may be reproduced without eaves edge to a point at least 24"inside the exterior wall the expressed written consent of the architect. line of the building. Low Sloped Roof Protection (2:12 to 4:12 pitch): Install Drawing Status (1)layer of ice&wateshield over the plywood sheathing instead of the 30#felt paper. ridge board Fasteners:All Fasteners are to be corrosion-resistant with TJ a minimum penetration of 3/4"into the sheathing. Use(6) Issued fasteners for each shingle. Ventilation -None required(unvented attic) For B �C TYPICAL EXTERIOR TRIM top of ridge - - - - - - - -— A v, Construction �i x Material 12 m 4 -C All Exterior Trim Boards are to be'Versatex'or equal. '12 as =I r L C2 +8 ex o Installation r-- Ln J L Install as per manufacturer specifications: -----, D2 r-J L_____, -H _ r-J D2 J J -Install 2 fasteners per every framing member for trim board Dates applications. 2/4/26 Permit Set new gable -Install over flat,solid substrate. Pheight late - - - - - - `-, --- -All'Versatex'Joints are to be Glued with Versatex'adhesive 2/11/26 Construction Set C2 - -- _ _ _ ex. plate height _ D2 - - - -Utilize 316 grade stainless steel fasteners where necessary 3/30/26 Bid Set install lead coated copper B -Cortex screw and plus fasteners for all fascia, rake,frieze, Let-in flashing behind ��- -- - � � , 5/7/26 Construction: Set chimney into brick and step -„ window trim, corner boards, etc. ��.. "-1 Typical Sizes: 0 onto roof shingles _a� - A - - c�, r 00 C1 Fascia Board- 1"x3"trim board over 1"x8"fascia board G � _; L_, I L-, oo En +l 'x � ' D2 mmetal dryer C2 Rake Board-1"x3"trim board over 1"x8"rake board ewhaust cap - i " 1 K - -max with damper - C3 Soffit- 1"x6 'Versatex'Y2 x 5/'bead-board soffit of each window - -run parallel to house under all flat eaves second floor subfloor ` I to align _ _ _ _ _ _ _ second floor subfloor -run perpendicular to house under all sloped rake overhangs ex. plate height _ T�F ❑D TYPICAL FLASHING ZI`T_ I A _ _ _ _ _ - ex. plate height No. Date Description ".mow-7:1 Install lead coated = Project P.T. post see roof deck copper bent'L' I medal bathroom pp D1 For all horizontal wall to roof intersections, install aluminum coil behind ; ; assembly detail flashing set in a bed --_ existing exh+ damper with flashing with Tyvek or equal tape over vertical edge. yr. of caulking over = I windows to be _ Proposed i = ; sheathing. Overlap I " 9 P painted black s For all sloped wall to roof intersections, install aluminum step Q� N wall underlayment , I to match new o G '- DZ flashing with Tyvek or equal tape over vertical edge. Addition UC aXi over flashing K I windows 106 I - 10700 r` cu D3 All window drip caps to be aluminum with hemmed edge with _F Lexist]ingexistin meet I ry r "9 c Tyvek or equal tape over vertical edge. 1"x10"trim � � K � I exth us c p Renovation board r -= I I with da er K D4 All horizontal trim boards to have metal cap flashiing to be first floor subfloor 1 ' xi tin Tyvek or equal over vertical edge. _. T I ch m e to - - - - _ _ _ _ _ first floor subfloor to of fnd.wall _ I e ai For all stone cap flashing, For D5 p g, install lead copper with Tyvek or p _ top of fnd.wall equal tape over vertical edge. M �- _ _ - - - _ M TYPICAL LIGHT FIXTURE ram_,. _ _ __ _ _ , N ,, ;,4 - Susan "thick L______-_____J 1 1 x10 trim oo �' Versatex st tex mounting b oc fixture to be tk. Size to beed and ldetermi eled over a d based on Newman 1 1 00 `n p.c. pier below I - light fixture selected. u X I board �--p.c. pier below � .N a? (see fnd. plan) X I (see fnd. plan) Lew Wy m a n ❑ existing foundation I L---------J Gutters wall below existing p.c. existing p.c. 1 footing below All Gutters are to 6"half round aluminum with brackets at 250 Naugles Drive top of cellar slab footing below I ±24"oc. _ _____ ____________ I top of cellar slab Mattltuc , NY 11952 ------------------------------------------------------------------------------ ---------t, - - - - - - - k t� -- ----------------- All Leaders(downspouts)are to be round aluminum and directed into underground piping to drywells. Install gutters on all fascia boards. Jurisdiction Proposed West Elevation Color to be selected. Consult with client for final color selection prior to ordering and installation. Town of Southold Suffolk County G❑ TYPICAL GUARDRAIL By: 36"tall min.guardrail as per code to be selected. Drawn M.D. H� TYPICAL COLUMN WRAP ' 2 Checked By: All column wrap material to be'Versatex'to be installed M.A.M. as per manuf.specs. 12 yU Job No. 2549 ❑ PORCH BEAM WRAP Sheet Title •(Exterior Side) 1"x10"ripped to size 0 •(Interior Side) 1"x12"ripped to size E I eva ion s •(Bottom) 1"x8"ripped to width ,nI } All beam wrap material to be'Versatex'to be •r es` Typical Porch Ceiling installed as per manuf. specs. Porch ceiling to be%4"thick wood boards to be selected over t2"CDX plywood sheating ❑ Typical Stone Veneer Thin stone veneer to be selected and installed as per manuf.specifications. Sheet Number : Typical Horizontal Boards Ty pical Decking mn New 5/"x 4""Versatex'vertical boards New V4"decking to be selected and installed as per NFL,% manuf.specifications. Typical Trim Paint A TYPICAL SIDING All exterior trim to Ibe painted with a 100%acrylic latex or 100%acrylic latex with a LRV Rating Hardi plank smooth face clapboard siding over Henry Blueskin VR100 undeda ment overplywood urethane additive should be used to achieve superior coating adhesion and Use paints with a light reflective value of 50 units or greater should be applied to Y sheathing,see sheet G-1. flexibility. Lacquers are not recommended with VERSATEX because lacquers are a VERSATEX. Using a paint with an LRV below 50 units will void our product Exposure-8"(primed, ready forpaint) more brittle coating and will not flex with movement in the VERSATEX trim. Paints warranty. Consult the paint manufacturer for the LRV of your paint. Color-Painted to be selected - ``., like Duration by Sherwin Williams, Manor Hall by PPG and Moorlife by Benjamin Install siding as per mfr. specifications , Moore adhere well to VERSATEX. Sherwin Williams also offers a field applied Preperation coating under their"Green Seal"product designation. Kern Aqua BP Enamel is a Follow the paint manufacturer's preparation steps.To ensure good adhesion,the A� Acre by Modem Mill 1"x8"tongue and groove center water reducible pollyurethane,acrylic top coat that offers fast dry times and no surface of the product should be clean, dry and free of dirt, mildew,chalk,grease match siding to be insalled over Henry Blueskin VP-100 critical recoat times. Due to its excellent adhesion properties, it is an ideal coating and any other surface contaminants before applying paint. Keep in mind that matchla ding t over plywood sheathing,see sheet G-1. for cellular PVC.A,primer is not recommended, but if you prefer to prime the trim, cellular PVC may have a static charge on the surface of the product which tends to underExposure- nt use Aqua Kem Bonding Primer E61 W525,which also offers a field applied coating attract dust. Cleaning can be accomplished using a mixture of a mild detergent under their"Green Seal"product designation. (Spic'n Span)and water. Other cleaning agents include mild household cleaners, or Color-to be selected degreasers for more stubborn stains. Prior to cleaning, it is good practice to fill all Installed as per mfr.specifications nail holes and remove any marks or blemishes that appear during the installation process. Light sanding the surface is n acceptable method of removing blemishes Arch ' Ct if painting. However,sanding the original exterior surface will expose the micro cell Legend:structure. tE:. Color:to be selected. TYPICAL ROOFING 97 L Main Street Stony Brook NY 11790 GAF Ultra HD Architectural Asphalt Roof Shingles phone. 631 686-6585 over'GAF'deck armour, continuously wrap up all adjacent email. MMacrina@MMArchitectAIA.com wall surfaces a min. of 12" over plywood sheathing(see sheet G-1) web. MMArchitectAIA.com These plans are an instrument of service and are Color:to be selected the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted Eave Protection: Install (1)Layer of Ice&Watershield to the fullest extent of the law. Copyright 2026: (self-adhering polymer modified bitumen sheet)from the Michael Macrina Architect, pc. All rights reserved, eaves edge to a point at least 24"inside the exterior wall no part of the plans may be reproduced without the expressed written consent of the architect. line of the building. Low Sloped Roof Protection(2:12 to 4:12 pitch): Install 1 layer of ice&watershield over the I Drawing Status ( ) Y plywood sheathing instead of the 30#felt paper. Fasteners:All Fasteners are to be corrosion-resistant with a minimum penetration of 3/4"into the sheathing. Use (6) fasteners for each shingle. Issued Ventilation -None required(unvented attic) For ❑C TYPICAL EXTERIOR TRIM • Material Colva%istruction All Exterior Trim Boards are to be'Versatex'or equal. Installation Install as per manufacturer specifications: -Install 2 fasteners per every framing member for trim board Dates B applications. ex. plate height _ -Install over flat,solid substrate. 2/4/26 Permit Set OILLi I -All'Versatex'Joints are to be Glued with'Versatex'adhesive 2/11/26 Construction Set _ _ - top of new ridge -Utilize 316 grade stainless steel fasteners whiere necessary 3/30/26 Bid Set beam(set under -Cortex screw and plus fasteners for all fascia„ rake,frieze, C1 \ existing ridge board) window trim,comer boards, etc. 5f7/26 Construction Set C1 Typical Sizes: 00 i in 1, 205 o 206 207 208 B Cl Fascia Board-1"x3"trim board over 1"x8"fascia board a) i �c 00 I C2 Rake Board-1"x3"trim board over 1"x8"rake board DI +l s 12 C3 Soffit- 1"x6"'Versatex',V2"x 5Y2"bead-board soffit second floor subfloor _ - - - = F A ±4 -run parallel to house under all flat eaves -run perpendicular to house under all sloped rake overhangs ex. plate height - - - _ _ E E E C2 - - - ex. plate height No. Date Description ❑D TYPICAL FLASHING _E - Project D1 For all horizontal wall to roof intersections, install aluminum coi 108 109 111 / \ C1 flashing with Tyvek or equal tape over vertical ledge. r.. E I ; , F. post _ P r o p o s e d w cn G behind m For all sloped wall to roof intersections, install aluminum step -H .X Vic_` H1 I—IF F] 11110 C' iA1 113 0 I D2 flashing with Tyvek or equal tape over vertical odge. H \ / i " D3 All window drip caps to be aluminum with hemmed edge with Addition & -= Tyvek or equal tape over vertical edge. All horizon Renovation \ \ D4 horizontal trim boards to have metal cap flashing to be first floor subfloor -r.. r I l v G AJT first floor subfloor Tyvek or equal over vertical edge. D5 - top of fnd.wall 'J D5 For all stone cap flashing,install lead copper with Tyvek or 1"x10"trim board ---- - - - - - - - - - - - equal tape over vertical edge. r top of fnd wall M 1"x10"trim FO TYPICAL LIGHT FIXTURE Susan Light fixture to be selected and installed over a %4"thick i i i i i i 1 i I f Versatex mountingblock.Size to be determined based on 1 I I I 1 1 1 1 1 I I 1 Newman 1 � I I I 1 I I I I I 1 1 1 , 1 1 I 1 I — — - 00 •N I i ; ; i i i i i i i i i i i i ; ; _ - 00 C �1 I '- light fixture selected. TI D 9 � . -H X------J L---------.a L---------J L---------J L---------J L---------J L---------J - -- ---- - Fn Gutters Lew Wyman existing p.c. existing foundation / -- footing below wall below existing foundation ,f - wall below -_= AII Gutters are to 6"half round aluminum with brackets at 250 Naugles Drive top of cellar slab to of cellar slab ±24"oc. p Mattituck NY 11952 i i__________________________ ________________________________________________----___----___--__-_______-______---___-----____---______-_____-____--_--____----__-_--------------------_--------_-___----------------------------------------------L_--------_----------------------------------___--_-------------------------� - _ _ - . All Leaders(downspouts)are to be round alumilnum and -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------- directed into underground piping to drywells. � I ; 1 Install gutters on all fascia boards. Jurisdiction — 1! Color to be selected. Consult with client for finall color ---------------- -- selection prior to ordering and installation. Town of Southold Proposed South Elevation .-.�-------------------------- existing p.c. 1 /4" _ •—o•• footing below G❑ TYPICAL GUARDRAIL Suffolk County 36"tall min.guardrail as per code to be selected. Drawn By F.D �c H❑ TYPICAL COLUMN WRAP M. D. �P I"c �, Checked By: �:: ,.�` 2 -A / v All column wrap material to be'Versatex'to be i M.A.M. installed . 1 n� •. as per manuf.specs. N ', i Job No. �, 12Ef yp 2549 F N E� ❑ PORCH BEAM WRAP Mill •(Exterior Side)1"x10"ripped to size Sheet Title : � •� •(Interior Side) 1"x12"ripped to size E I evat i�1 1 S / V) •(Bottom) 1"x8"ripped to width e All beam wrap material to be'Versatex'to be - South ❑ Typical Porch Ceiling installed as per manuf.specs. Porch ceiling to be%4'thick wood boards to be selected ❑ Typical Stone Veneer over I"CDX plywood sheating - Thin stone veneer to be selected and installed as per Typical Horizontal Boards manuf. specifications. Sheet Number � ❑ Typical Decking New%"x 4""Versatex'vertical boards New 5/"decking to be selected and installed as per WVk A%V manuf.specifications. Typical Trim Paint TYPICAL SIDING a o Hardi plank smooth face clapboard siding over Henry Blueskin All exterior trim to bey painted with a 100/o acrylic latex or 100/o acrylic latex with a LRV Rating El VR100 underiayment over plywood sheathing, see sheet G-1. urethane additive should be used to achieve superior coating adhesion and Use paints with a light reflective value of 50 units or greater should be applied to :f�,.- •, ;;; a,:y:,w�,;.•Y `'�. flexibility. Lacquers are not recommended with VERSATEX because lacquers area Exposure-8"(primed, ready for paint) VERSATEX. Using a paint with an LRV below 50 units will void our product more brittle coating and will not flex with movement in the VERSATEX trim. Paints warranty. Consult the paint manufacturer for the LRV of your paint. Color-Painted to be selected like Duration by Sherwin Williams, Manor Hall by PPG and Moorlife by Benjamin Install siding as per mfr. specifications _ Moore adhere well to VERSATEX. Sherwin Williams also offers a field applied Preperation coating under their"(Green Seal"product designation. Kern Aqua BP Enamel is a Follow the paint manufacturer's preparation steps.To ensure good adhesion,the Al Acre by Modem Mill 1"x8"tongue and groove center water reducible polyurethane,acrylic top coat that offers fast dry times and no surface of the product should be clean, dry and free of dirt, mildew, chalk,grease match siding to be insalled over Henry Blueskin VP-100 critical recoat times. IDue to its excellent adhesion properties, it is an ideal coating and any other surface contaminants before applying paint. Keep in mind that underiayment over plywood sheathing,see sheet G-1. i C for cellular PVC.A pirimer is not recommended, but if you prefer to prime the trim, cellular PVC may have a static charge on the surface of the product which tends to Exposure-W%4" h -E-1 EDk, use Aqua Kern Bondling Primer E61 W525,which also offers a field applied coating attract dust. Cleaning can be accomplished using a mixture of a mild detergent Color-to be selected under their"Green Seal"product designation. (Spic'n Span)and water. Other cleaning agents include mild household cleaners, or M -a C �, degreasers for more stubborn stains. Prior to cleaning, it is good practice to fill all Installed as per mfr.specifications nail holes and remove any marks or blemishes that appear during the installation process. Light sanding the surface is an acceptable method of removing blemishes /krc; h itEE� ct if painting. However, sanding the original exterior surface will expose the micro cell Legend: structure. Color:to be selected. 97 L Main Street Stony Brook NY 11790 TYPICAL ROOFING GAF Ultra HD Architectural Asphalt Roof Shingles phone. 631 686-6585 over'GAF'deck armour,continuously wrap up all adjacent email. MMacrina@MMArchitectAIA.com wall surfaces a min.of 12" web. MMArchitectAIA.com over plywood sheathing (see sheet G-1) These plans are an instrument of service and are Color:to be selected the exclusive property of the architect.' Infringements of the concepts and design ideas presented on these drawings shall be prosecuted Eave Protection: Install (1)Layer of Ice&Watershield to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, (self-adhering polymer modified bitumen sheet)from the no part of the plans may be reproduced without eaves edge to a point at least 24"inside the exterior wall the expressed written consent of the architect. line of the building. Low Sloped Roof Protection (2:12 to 4:12 pitch): Install Drawing Status (1)layer of ice&watershield over the plywood sheathing instead of the 30#felt paper. ridge board ak - _ _ _ _ _ _ _ _ _ - - _ Fasteners:All Fasteners are to be corrosion-resistant with top of ridge a minimum penetration of 3/4"into the sheathing. Use (6) IV beam fasteners for each shingle. Issued Ventilation -None required (unvented attic) For 12 B TYPICAL EXTERIOR TRIM O�2 n S E�r u c t i o n C2 a, , I I Material `2 Ln ±8 ex. ±8 ex. o All Exterior Trim Boards are to be'Versatex'or equal. -H axi H Installation Install as per manufacturer specifications: A D1 -Install 2 fasteners per every framing member for trim board Dates ��_ C1 applications. 2/4/26 Permit Set _ _ _ _ _ _ _ _ new gable -Install over flat,solid substrate. ex. plate height C2 plate height -All'Versatex'Joints are to be Glued with'Versatex'adhesive 2/11/26 Construction Set - L-, -Utilize 316 grade stainless steel fasteners where necessary 3/30/26 Bid Set rJ D2 -Cortex screw and plus fasteners for all fascia, rake,frieze, 6'-8" window trim,corner boards, etc. 5/7/26 Construction Set J L_ return 210 `-' Typical Sizes: r-� O _ i C1 Fascia Board-1"x3"trim board over 1"x8"fascia board 00 .X of = 209 , -H °? i� D2 ;, -i L C2 Rake Board- 1"x3"trim board over 1"x8"rake board A02 -I , - C3 Soffit-1"x6"'Versatex'"x 5'/2"bead-board soffit I , K F -run parallel to house under all flat eaves d L_ second floor subfloor - _ _ _ - _ B _ _ _ _ _ - _ _ _ - second floor subfloor -run perpendicular to house under all sloped crake overhangs ex. plate height - - - - ex. plate -— A - - - - - - - - height �D TYPICAL FLASHING No. Date Description - I ll Project For all horizontal wall to roof intersections, install aluminum coil P.T. post , E ` ` see roof deck P.T. post D1 flashing with T ek or equal tape over vertical edge. � \ / \ assembly detail behind g � p g Proposed behind _ rn -- _ rn For all sloped wall to roof intersections, install aluminum step Q� ' flashing with Tyvek or equal tape over vertical edge. Addition VC c G H 112 (� _ „ j D2 00 n 114 0 2 1'15 G H ao •� ; Al Al r- -0 s All window drip caps to be aluminum with hemmed edge with Tyvek or equal tape over vertical edge. 1"x10"trim \ / \ / D3 Renovation board � v K D5 - K D4 All horizontal trim boards to have metal cap flashing to be first floor subfloor first floor subfloor yvek or equal over vertical edge. D5 For all stone cap flashing, install lead copper with Tyvek or top of fnd.wall top of fnd.wall equal tape over vertical edge. For 1"x10"trim TYPICAL LIGHT FIXTURE- M - - — board Susan _ Light fixture u ti selected and installed over a %4"thick Newman & = rn mmmmmmM _ = rn Versatex mounting block. Size to be determined based on existing E E — N light fixture selected. 0 •X retaining wall � X Gutters Lew W man J J existing _ retaining wall ex• M M MF=fl M M - - , - _ All Gutters are to 6"half round aluminum with brackets at 250 Naugles Drive top of cellar slab - _ - _ - _ _ _ - - - t - - - 1 f-r J f ! r-� - top of cellar slab 24"oc• Mattituck, NY 11952 All Leaders(downspouts)are to be round aluminum and directed into underground piping to drywells. Install gutters on all fascia boards. Jurisdiction Proposed East Elevation Color to be selected. Consult with client for final color selection prior to ordering and installation. Town of Southold -1/4•• _ '' '-o" Suffolk County G� TYPICAL GUARDRAIL 36"tall min. guardrail as per code to be selected. Drawn By : M.D. P� A. 1, H TYPICAL COLUMN WRAP Checked By: G `r C� All column wrap material to be'Versatex'to be installed M.A.M. as per manuf. specs. Job No. ,,�3� yG 2549 PORCH BEAM WRAP Sheet Title •(Exterior Side) 1"X10"ripped to size •(Interior Side) 1"x12"ripped to size Elevations •(Bottom) 1"x8"ripped to width All beam wrap material to be'Versatex'to be - East Typical Porch Ceiling installed as per manuf.specs. Porch ceiling to be%4'thick wood boards to be selected (� Typical Stone Veneer over 2"CDX plywood sheating - Thin stone veneer to be selected and installed,as per manuf. specifications. Sheet Number : Fm__1 Typical Horizontal Boards Typical Decking g New 5/"x 4""Versatex'vertical boards New V4"decking to be selected and installed as per manuf. specifications. ; T,.41P, , iC � l c� c r1 na Arch itE:� ct 97 L Main Street Stony Brook NY 11790 phone. 631 686-6585 email. MMacrina@MMArchitectAlA.com web. MMArchitectAIA.com existing ridge board These plans are an instrument of service and are the exclusive property of the architect. top of new ridge Infringements of the concepts and design ideas cuted beam (set under' toe the tfull fullest ed onthese extent dofw the slaw. Co shall e Prhte2026: - - existing ridge board) Michael Mocrina Architect, pc. All rights reserved, j no part of the plans may be reproduced without the expressed written consent of the architect. Install (1)Y4"x 4Y2"carriage Install (1)Y4"x 4Y2"carriage existing roof bolt through each C.J.to bolt through each C.J.to rafters Attic R.R. connection o0 Drawing Status R.R. connection /1ll 1 00 new 16" new 16" ----- - -:--- -- Issuev new raised C.J. overhang overhang - - (see struc. plan) - ex. plate height - (senew e struc. plan) (see struc. plan) new header Livingo�1 new opening, Constrauction Room beyond ,✓ CD new window (see floor plan) i (see floor plan) 00 in' U - - - m - new opening new window beyond (see floor plan)) - -- - -- Dates (see plan) -- i first floor subflooir t - - - - 2/4/26 Permit Set - top of fnd.wall 2/11/26 Construction Set - i 3/30/26 Bid Set existing 5/7/26 Construction Set existing 9 joists drywall to floor existing low j remain atch an beam p y beyond exposed areas existing P.C. existing p.c. oo C 2 foundation wall foundation wall 00 N new ridge board new insulation A5.1 new 12" Existin H X (see roof plan) (see schedule) - overhang g -. existing ridge board Garage v ridge beam existing P.C.slab p X x �X '�. top of cellar slab i L — — — — —— — ——— — =j No. Date Description existing P.C. existing C. new ridge beam window header Project footing footing I (see roof plan) (see struc. plan) existing roof _- _", rafters rn CD Proposed new window Section Q� Al N Existing Attic (see floor plan) Addition & 1/4" = 1 '-O" existing roof �'� \�'� new 16" rafters new framed wall -_ overhang (see floor plan)., _ Renovation J,,gable plate height ex. plate height _ _ _ _ _— new flush beam (see cut back ' _ For struc. plan) existing roof Balloon frame this gable wall with existing existing rafters to new y, 2"x6"microllam Ivl at 16"oc from ceiling joists new door ceiling joists bearing wall subfloor to underside of R.R. Susan new (see floor plan) Roof = closet new r o i c new framed lin. Deck 36"mo code 10 wars Bedroom #1 °° Newman & Hallway Hallway - A5.1 Lew Wyman pack out i i� new framed wall � decking to be roof deck - - selected assembl see - -; ex.wall 2" � �; (see floor plan) y second floor subfloor - sec.floor plan) r e - typical gutter second floor subfloor 250 Naugl s Drive ex. plate height - _ _ _ - i ► i bot.of beam Mattituek, NY 11952 door header11 - T-- - (see stlruc. plan) existingnew door existing floor joists (see floor plan) floor joists A1.3 new flush Jurisdiction beam (see Covered new floor Town of Southold >� Kitchen . . . . struc. plan) _ Uncovered new door - - cabinet existing foists(see -H R 36"min. guardrail Deck (see flloor plan) Hallway framed wall Porch #2 struc. plan) 1 v to code Suffolk County . decking to- ---- - existing existing 36"min. see strap detail" g . - floor joists framed wall island cabinet decking to be guardrail to sheet S1.1 - selected - -_ - -- -- \ selected see strap detail Drawn By: first floor subfloor in code A C - sheet S1 1 first floor subfloor - - 4 - 1 . - 4 - - -- - - - M.D. M T� top of fnd.wall _ 'i ' \i top of fnd.wall h k B �\��rP .a,. �� �. =. _ _ C ec ed see fnd. gap P.T. F.J. - \ P.T. F.J. P.T. low y r v stair strip er see fnd. M.A.M. ( p ) ( 1 Existing floor joists existing 1 (see fnd. beam (see plan) f plan) S1.1 S1.1 fnd. plan) Job No.existing low existing low G �(1 foundation on wall beam Unfinished _beam " �3 23 00 =' low beat I Unfinished beyond beyond — r _� (see fnd. Cellar _� p =I 2549 I� y F h� Stora e _�r P.T. post H X p stone 00 or ( plan) no work to be existing P.C. (see fnd. plan) M X Sheet Title walkwayno work to be performed foundation wall (D / 1 ---- P.T. post performed existing existing p 1(see f „nd. plan framed wall column Seeti I , existing beyond existing P.C. pier P.C. pier top of cellar slab (see fnd. plan) P.C. slab P.C. slab (see fnd. plan) top of cellar slab- - - - - - - - - - - � /"/� +•�S ly existing P.C. existing P.C. footing footing Section y' Sheet Number: 1/,4" = 1 '-O" new 2"x12" header a each side existing roof I new 12" rafters overhang KA i C: h 4-a el - M C-ra c,--,- r i na new 2"x12" = Arch itect \ header each side new raised C.J. (see strut. plan) - - 0 ex. plate height 97 L Main Street Stony Brook NY 1179 - Attic new skylight Uncovered window header(see roof plan) Deck (see strut. plan) phone. 631 686-6585 new roof rafters new door 36"min. ( plan) �uardrail to email. MMacrina@MMArchitectAIA.com _ g Bedroom #2 @ existing ceilirng new framed wall see roof Ian (see floor plan) -- �e; __9 ,_ ._. . ,` code �., web. MMArchitectAlA.com joists decking to be i (see struc. plan) ��sloped ceiling - selected - � E roof rafters 00 rn (see roof plan) These plans are an instrument of service and are beyond �� "' - _- ;. first floor subfloor i I x new window the exclusive property of the architect. gable plate height see floor ` Infringements of the concepts and design ideas - IV i See Strap detail ( plan) F S5 presented on these drawings shall be prosecuted -------- --- - sheet S1.1 to the fullest extent of the law. Copyright 2026: — % Michael Macrina Architect, c. All rights reserved, top o nd.wall S1 1 existing no new f14" part of the plans may be reproduced without floor joists 12 p new framed wall P.T. F.J. � overhang expressed written consent of the architect. 1 P.C. ad or second floor subfloor _ + 9 Bathrm #3 (see strut. plan) S1.1 (see fnd. stone ex. late hei ht �_4 , -�� \ 4 existing P.C. plan) A5.1 Hallway Bedroom #1 foundation wall walkway p g _ _ _ top of beam Drawing Status o _INf low beam rn door header i ----- - ------ (see struc. plan) I ;+I Unfinished (see find. E I � � plan) 10 stair stringer co •X Cellar n (see fnd. plan) u, (see joists low see struc. Mudroom _ new framed wall) existing floor e.f dpo't _ ( plan) ( plan) fi _ Issued (see strut. plan)) joists pan) I column wrap existing p.c. pier oo � Covered �; o P.C.slab see fnd. I +l x new door I I p second floor subfloor ( pan) °' (see floor plan) Porch i (see detail) top of cellar slab ex. plate height - - - - - #1For P.T. post existing decking to be !' behind floor joists selected existing=P.0 first floor subfloor . I Construction footing first floor subfloor see strap detail ■ top of fnd.wall I\ �i sheet S1.1 top of fnd.wall Section - ----- - -P.T. F.J. 1/4" = 1 '-O'• existing P.C. S1.1 (see fnd. Section foundation wall plan) Dates .. .. o 0 2/4/26 Permit Set 1/4 = 1 O � : Unfinished I fnd. plan) E I -� 2/11/26 Construction Set P.T. ost x � .X°'.. r 00 mn Cellar p � � °�' 3/30/26 Bid Set (see fnd. plan) fi existing I I 5/7/26 Construction Set P.C. slab P.C. pier (see fnd. plan) top of cellar slab _ - _ - - _ - - top of cellar slab existing P.C. footing t Section S1 1/4" = 1 S1.1 No. Date Description ridge beam ------- ---- - - ------------- - - - - - - - - - - - - - - - - - - - _ - Project Proposed I� t ' 12 i���r~ ��' 12 P r.rA ■ ■ *8 to j� new ridge beam l� t8 to Addition & imatch (see roof plan) h match ■ Renovation ex. � * fi y� ex. 0 S2 S2 } new roof rafters new roof rafters f S1.1 see roof Ian C ( plan) (see roof plan) a --- - - - For new 16" overhang T nOL - -- --- ew insulation L yY new 16" gable plate height `� 1y�_ ) new insulation Y 4_ (see schedule overhang Susan (see schedule) �Y! ` Bedroom #1 � ' — - - - _ - _ _ _ gable plate height Newman & new framied wall A5.1 (see flooir plan) o new framed wall Lew 1/V man new 12" (see floor plan) - _ -- 00 overhang existing roof new insulation — i 250 Naugles Drive Mattituck, NY 11952 rafters (see schedule) +l existing roof rafters to remain _- existing existing = Jurisdiction floor joists floor joists second floor subfloor = ex. plate height - - _ - teco teco MUSIC - _ _ second floor subfloor Town of Southold __ Studio pack out - Suffolk County _ _ ex. plate height - g walls 2" new header new flush = existingceiling '(see struc. plan) joists beam (see sound proof wall with double I Kitchen struc. plan) "quiet rock"drywall, "roxul" Drawn By new window Living I n I n insulation and'Acousticblok' ED AR g Blok16 underla ment on rn M.D. music room side u to roof I �� ( P ) Y -- Room existing Room P +I � see floor plan � 2 framed wall -- - = - - -- -- - rafters.To be installed as per -H 'x Checked By: 4 - manuf.specs. exiting existing existing .. M.A.M. ' y �' floor joists g first floor subfloor - - - - - — floor joists floor joists Job No. �p 2�F C top of fnd.wall lull _ _ first floor subfloor "'� _ _ _ _ — - 2549 F:�4 top of fnd. wall - Sheet Title existinglow Existing existing low existing low g Existing Sections steel beam existing drywall to steel beam steel beam g existing low existing P.C. existingP.C. Unfinished Unfinished steel beam foundation wall P• remain patch any existing foundation wall exposed areas StOraC�e framed all Storage 00 :_ Existing _ - C D E no work to be no work to be p 00 I c ' ' Existing performed performed Utility Room T existing - -H a - Gara a framed wall no work to be existing existing existing performed P.C.slab P.C.slab existing framed wall existing - top of cellar slab _ - - P.C. slab P.C.slab _ _ - top of cellar slab Sheet Number IIII existing p.c. S e ct�o n footing existing P.C. ED1/4- footing typical roof shingle ice&water shield from fascia to 24"past inside face of wall decking typical roof shingle 2"x eepers 0 2nd floor subfloor plywood sheathing ice&water shield from fascia LO roof rafter to 24"past inside face of wall ael plywood sheathing C: h roof rafter cover drip edge with n za 1"x3"trim EPDM roofing (see roof plan) t overhang Y4"plywood to sleeper Y4"pitch ,,, }\\ ice and water shield -H underlayment X overhang cover drip edge with /krch ite� ct - — - __ \ \\��` aluminum drip (see roof plan ice and water shield edge color to underlayment match trim color 97 L Main Street Stony Brook NY 11790 0 aluminum drip 0 edge color,to phone. 631 686-6585 _ typical gutter 0 match trim color 0 flush beam email. MMacrinaC@MMArchitectAIA.com Wi 0 (see struc. plan) 1 ; web. MMArchitectAIA.com 0 typical gutter These plans are on instrument of service and are soffit board the exclusive property of the architect. 0 Infringements of the concepts and design ideas j'i 0 to on these drawings shall be prosecuted ceiling joists fascia board 0 to the fullest extent of the low. Copyright 2026: lo)w porch beam 0 Michael Macrina Architect, pc. All rights reserved, (see structural plan) 0 typical gutter no part of the plans may be reproduced without joist hanger soffit board the expressed written consent of the architect. fascia board - V4"x 6"fascia board blocking as II necessary typical siding Drawing Status Y 4"versatex trim board plywood sheathing blocking as necessary W-A U Y2"CDX plywood porch ceiling I '/ Is s u e Roof Deck Detail sheathing Q wrap beam with Typical Eave Detail Align w/ width of column 3/4"Versatex' 3" Fo r Typical Porch Eave Detail. Construction 0 --Overhang X see roof plan -typical roof shingle porch beam plywood sheathing Dates (see l structural plan) ice and water shield 2/4/26 Permit Set i [—�-t-- underlayment overalap over drip edge T<--aluminurn drir edge 2/11/26 Construction Set 3/4"thick'Versatex' color to matc trim 3/30/26 Bid Set F n. ir i. color 5f7/26 Construction Set Ltrim board blocking each side Roof Rafter rake board C-4 C14 C 1 3/4"thick'Versatex' I I bottom wrap recess I 1/4"from side wrap soffit board No. Date Description Project typical siding Prop osed 10 Fin. Dim. 1 3/4"Thick Addition & 'Versatex' plywood sheathing Renovation —shim space For T ical Rake Detail C:,in 6 6 1z 6"x6"P.T. post to be fastened Susan to p.c. Pier Newman & miter and glue joints Lew Wyman 4 1 250 Naugles Drive Mattituck, NY 11952 10" top decking typical chimney cap Jurisdiction 3/4"P.T. Plywood Ice&Watershield Town of Southold underlayment Typical Porch 3"Thi Concrete Cap Suffolk County Column Enclosure Detail set in m base - Chiseled ge -- Drawn By: ..D 3" 1 .-0.. M.D. ic ---AL----- CO Drip Cut ------ Checked By 0 co : t .0 M.A.M. U_ 7ii a) Job No. A 3 typical roofing Thin Stone Veneer 2549 -10 - Ice&Watershield V MIN 0 e Sheet Title underlayment LL, 5/8"Ply. She ing V/1 Exterio etaills VA VA r,4 - Exterior Specs. typical -iding o o d Frame align bottom of-i siding with soffit Chimney _ Cap D eta il =,= 1 -1/2" = 1 '-0" Sheet Number : Rake Return Detail PSPN516Z FASTENING SCHEDULE : Table R602.3(1) of the 2025 RCNYS Strapping can be installed directly to rough framing or _ °•°°, MSTC52 NOTE. This schedule does not include nailing for metal framing straps STRAPPING DETAILS Porch/Deck RPS28 � '. (see section for strapping and requirements section for rough over plywood sheathing. Contractor to contact local .4•••••� '''•' •'•'' opening framing requirements). A 9 9 P PP Strapping Details •. .•. • •,;. ; :':• ." •� All nailing is a general specification it applies unless noted otherwise. .: buildin de t. for re uired stra in ins ection. pP g 4 4 Joint Description No.of Nails Nail Spacing '. ,, ,.• ?�. •;.' P ,.�..,H:„fie.,•:. t ROOF&CEILING FRAMING `;' . `a Rafter to Top Plate (toe-nail) (3) 10d common Per Rafter required uplift force as per table 1 �• ''-;; ::, (5)8d x �"Simpson R802.11 of the 2025 RCNYS nails(galvenized) Simpson H2.5 A �,, ;,,; Ceiling Joist to Top Plate (toe-nail) (3) Sd common Per Joist (600 pounds) Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap = 281 pounds Hip r er ° F'• ;. ;• `' V Ceiling Joist laps over Partitions (face-nail) (3) 8d common Each Lap ■ Simpson Strong Tie M i •.; '' ^; ATER OR •Y PIPE 4:+ >. " „ ��' o Rafter +•' ';' '•ti Collar Tie to Rafter (face-nail) (3) 10d Comm - ;y' on Each End SIMPSON STRONG=TIE CS20' ° Simp! trong Tie -ABA66(6 x6 post) • ,. '' ,r Blocking to Rafter toe-nail 3 8d common 'HCP2'(sin hip rafter) �' ',;:• �•.;;:• :�;. g ( ) ( ) Each End Coil Strap over evelry rafter ° 'HCP4'(doub ip rafter) KA 1'I °•,,. . ,' i ., •4 i, y'.'•+'* N • a C r l n a % T Rafter to Ride Board end-nail 2 16d common Per Rafter I O 0 %"Anchor bolt CID•' `,' r ; WALL FRAMING Simpson ails Sim3pson nails °d x ° embedded m pier 65 Y' 16 ,'` (galvanized) °o /k rC h ' ba ct NS1 ?':' SS1.5 .:':,' ?`w t Top Plate to Top Plate (face-nail) (2) 16d common 16' oc (g ) Plate o (5)8d x 1�" % U Typical Post Base m Top Plates at intersections (face-nail) (4) 16d common Joist-Each Side o Yp s°; '�•'' Sim son nailsConnection97 L Main m ;, } <: / •� , ,r' ;�;' v ;;+ +• Ridge board p o plate Street Stony Brook NY 11790 NS1 Q a� Stud to Stud (face-nail) (2) 16d common 24" o.c. Detail ` `; (galvanized) o (6)8d x 1y"Simpson • ' o / \ °°0 ° v v Header to Header (face-nail) 16d common 16'o.c. Along Edges ° Halls(galvanized) /` ° I" ; m a0 Roof Rafter Roof Rafter Simpson Strong Tie Top of Bottom Plate to Stud (end-nail) (2) 16d common Per Stud 'CS20'Coil Strap °° phone. 631 686-6585 '". ,,`nJ' ;: Bottom Plate to Floor Joist, Band Joist, over every ° (8)8d x 1y2"Simpson NS1 '.°'^� c �• m i,' ( ) stud nails(galvanized) X :.•: a r End Joist, or Blocking (face-nail) 2 16d common Per Foot rn g email. MMacrina@MMArchitectAIA.com w "` `; :;�; i +y > VI 2"x ledger `•`n' ,'•'; HSS2- SE., ` FLOOR FRAMING NI + ' to wall structure web. MMArchitectAIA.com Rafter to Rafter Roof Rafter to P I ate H I Rafter to Joist hanger These plans are an instrument of service and are L ° ' Y LINES ?".• ;' '` Joist to Sill Top Plate or Girder (toe-nail) (4) 8d common Per Joist _ p the exclusive property of the architect. v • S Connection Detail i I S 2 to Wall I D Infringements of the concepts and design ideas .' a Stud Detail 3Plate Detail Bridging to Joist (toe-nail) (2) 8d common Each End Q .,•,•; „ .• •• •' � See Rafter to Beam to presented on these drawings shall be prosecuted :• �;•! ;!' ••w+ to the fullest extent of the law. Copyright 2026: _ ;:1 y. HSS2-3-SD-1.5 :;,,•; Blocking to Joist (toe-nail) (2) 8d common Each End Post Strapping Detail(S5) Michael Macrina Architect, pc. All rights reserved, NS1 ELECTRICAL WIRING '+' Blocking to Sill or Top Plate (toe-nail) (3) 16d common Each Block no part of the plans may be reproduced without 'Simpson'H2.5 A I the expressed written consent of the architect. ,4. +r' Ledger Strip to Beam (face-nail) (3) 16d common Each Joist (5)8d x 1Y2"Simpson t O; R NS1 e + Joist to Ledger to Beam (toe-nail) (3) 8d common �( nails(galvanized) (600 pounds) ' o Per Joist \\� ' �PSPN516Z LOAD BEARING WALL (with HVAC Chase) M T Band Joist to Joist end-nail 3 16d common Per Joist ttVVVV SIMPSON STRONG-TIE (4)SDWH274000 ► Drawing MSTC52 ( ) ( ) i Modef'HRC1.81" rafter Timber hex screws Simpson L70 hip/valley rafter �\ a g Status PSPN58Z Band Joist to Sill or Top Plate (toe-nail) (2) 16d common Per Foot ROOF SHEATHING r ° - Joist hanger .°° RPS28Z Structural Panels (see zone diagram) (� y O beam 2"x ledger fastened Interior Zone 8d common 12" o.c. O o O - to wall structure O o ° common Issued Perimeter Zone 8d common 6' o.c. ° ° ° rafter ° ° Porch Rafter Connection Plumbing , Electrical & H VAC Protection Guards Gable Wall Ede Zone 8d common 4" O.C. O Hip rafter g � o ° a Assembly Detail not to 1 CEILING SHEATHING ° Hip er (5)8d x 1Y2" O For sca e0Gypsum Wallboard 5d coolers 7' Edge / 10' Field Q Simpson nails ° Uonsti�ucti Rid (galvanized) o �, WALL SHEATHING �% o on SIMPSON STRONG-TIE 4 SDWH274000 Structural Panels 8d common 6' Edge / 12' Field // on- PSQ418 Strap over every ° ( ) Roof beam post 3,045# o Timber hex screws Garage Door Portal Openings 8d common 3'oc into all framing P ( ) E--Porch roof rafter Gypsum Wallboard 5d coolers 7' Edge / 7' Feld to beam to post strappinsee FLOOR SHEATHING (Subfloor) Hip Rafter to Porch Roof Rafter to Common Rafter to detail S5same Structural Panels 4 Ridge Detail S5Beam to Post Detail S6HipNalley R ft r Dtl. sheet) ae �,', Dates 1" or Less 8d common 6' Edge / 12' Feld Solid wood post Greater than 1' 10d common 6' Edge /6" Feld 2/4/26 Permit Set Hou ExteriorsWall (4)8d x 1 2"Simpson ;;; 2/11/26 Construction Set RIDGE rn (8)8d x 1yz"Simpson nails(galvanized) \e If cripple studs are utilized over header,then W Q\a PP Column wrap nails(galvanized) second provide one CS18 strap from top plate to 3/30/26 Bid Set _ floor cripple stud 8 from cripple stud to header House Air Barrier '- 5/7/26 Construction Set ATTIC Simpson Strong Tie 12„length (8)8d x 1y"Simpson nails .1.� (8)8d x 1Y"Simpson 'CS20'Coil Strap over a (galvanized) (3)8d common nails at House Siding Al nails(galvanized) every stud(1,030 rn a each end of strap 0 12" pounds) SIMPSON `� 88)8d x 1/(galvanized) nails Porch Girder STRONG-TIE'CS20' ® �� •. 3 \� Post to beam strapping BLOCKING 2 BAYS Simpson Strong Tie'CS18'Coil Simpson H2.5A Coil Strap over eve v 1 every C ear BACK ® 48" o.c. stud(1,030 pounds) wi Span Strap over every jack&king stud Post Lap Air Barrier over Post base p g Install'Simpson'CMST16 Metal Ca Flashing SECOND FLOOR '/�'� mill 111111111 rL first floor >> for 16 ft wide sliding door 12" N N oncrete pier o Y No. Date Description _ _ _ _ _ _- _ _ _ _ z Y � (8)8d x 1yZ'Simpson Install Ice&Water Shield �' nails(galvanized) underlayment over Plywood (� (8)8d x 1Y"Simpson Project nails(galvanized) 121' Porch Column to Duck Sheathing to overlaps onto +.I .2' (8)8d x 1/2"Simpson Provide strap for each BLOCKING 2 BAYS foundation wall and iterminate House Subfloor . � nails(galvanized) jack stud when multiple BACK ® 48' o.c. o�s� iackstudsarerequired Assembly Detail Proposed 12"above decking V) • �`�� FIRST FLOOR �/ (8)8d x 1Y"Simpson nails(galvanized) Addition & Rim Joist Gable Stud Wall First Floor to Second Jack Stud at Roof beam Decking to be Install Metall Cap S7to Wall Stud Dtl. S8Floor W 9 Header O eninall Stud Detail S � selected Flashing over NailerV Opening E Renovation BLOCKING 2 BAYS oobeam to postr BACK C� 48" o.c. strapping(see loor Joist eta! S5 same —i Gable Wall Blocking D t l . (8)8d x 1Y2"Simpson sheet) Fo r N Nails(galvanized) not to scale ,� Simpson Strong Tie'CS20' Simpson Strong tie SSP stud Solid wood p t inside P 9 hollow colu n Susan Coil Strap over every stud Simpson Strong Tie'CS20' ( d x 1X" plate tie over every stud(420 CONNECTION OF MULTIPLE PIECES `11 ( ) p �w (1,030 pounds) Coil Strap over every stud impson nails pounds) •I� 2 8d x 1�"Simpson cn (galvanized) 1/2"dia.x 4"Lag Screws at 15"oc OF TOP-LOADED BEAMS (1) 0 Nails(galvanized) °, Lo bearing holn to be hot-dipped galv. O - Nai s(galvanize�d)pson f rglass column Newman � 13/4"Width Pieces: � .� N f Hot-Dipped Galvenized Hangers Minimum of 3 rows lOd (3" x 0.128")nails at 12" o.c. \ \a\e Post base inside:hollow Lew Wyman at each deck joist 0) blocking oor 5�\\Q column(see detail) j • Minimum of 4 rows 10d (3" x 0.128")nails at 12" o.c. Rim joist /St ao�n\e --- - -- - _ > for 14" and deeper beams .Q o 0 250 Naugles Drive (5)8d Nails o 2"x"Pressure Treated Ledger • If using 12d (3%4")or larger nails,the number Wrap under /•I/ jo`5\ I foundation of nailingrows may be reduced b one. 0. P I � ° ° ° �1�` F—Concrete undation MattitUCkI NY 1 1952 y y sill plate I Simpson H2.5A \ a 8 8d x `m O O O O Simpson nails III ll L Top plate (galvanized) III -- --- ------ --------� 3 2"Width Pieces: ,+"� IIII11 III�i1 Joist han (g > Illll III Jurisdiction @ O O O OI 1 n I Il (5)8d x 1y"Simpson Simpson Stron Tie'CS20'Coil (3)10d x 1y"Simpson • Minimum of 2 rows/ bolts at (n II �� Nails(galvanized) Strap over every st l Nails(galvanized) 24 o.c.staggered l (5)8d x 1Y"Simpson II I III lid Post Porch Col u Town of Southold (1)Load must be applied evenly across entire I Nails(galvanized) W Stud 8 8d x V2"Simpson Ill O _______ beam width.Otherwise,use connections for side-loaded beams. O IIIII III (g ) nails(galvanized) o Found'n Assembl� Dt Suffolk County -- -- ------ Additional nailing or bolting maybe 0 Wall Stud to Cantilevered Wall Stu to Wall Stud to Sill Plate required with side-loaded multiple-memberS— — 10 Rim Joist Detail Rim to To Plate Detail S12around House and r DrawnBy: beams. Refer to current product literature. GarageD 'Simpson' DTT1 Z(910 lb)deck tension Beam to joist strapping Simpson g H2.5(hot dipped galv.) M•D � tie hold down device with a min.750 lb 1/2"dia.x:4"masonry tt; ��, FO capacity at 4 locations, evenly distribute a• f 2 alongdeck and one within 24' of each Lag Screlws at 15 oc to Checked By: be hot-dipped alv. STRAPPING INSTRUCTIONS : end of the ledger. Hold-down devices pDp g Note: See deck ledger g Required where note 1. All Strapping To Be 1-1/4" Wide 20 Ga. Steel detail,same sht. M.A.M. shall fully engage deck joist per q or 'Simpson' Equivalent CS20 (coiled strap) (4)8d nails Deck joist for attachments 'smpson'specifications with (8) N ® on plans Unless Noted Otherwise. to house. Job No. 01 cC ,CZ , 10dxl-1/2"nails. on wide face of deck = Solid Comer P t 2. Use Stainless Steel Straps & Fasteners or O joist. Secure tie to to sill plate with •� Hot-Dipped Galvanized When in Contact 2549 I ` 3/8"dia SDWH timber-hex HDG screw Simpson with Pressure treated Lumber. Porch girder ( 1 � (2) 16d Co on P Si son as per'simpson'specifications nails at 6"o.c. STHD1 J (House walls) HD SDS2.5 Sol' corner post 3. Install Strapping For All New Construction. (4)8d nails Q STH 4 (Garage walls) And where noted on plans Post to beam strapping Simpson Sheet Title 4. Install galvanized Simpson fasteners as noted H2.5(hot-dipped galv.) { Foundation Wall C ° 7/8"dia. ✓ (2)16d Common on details. Post c � 0 Threaded Ro nails at 6"o.c. for 5. Install Strapping for Each of the Following: Stra ' Details Post base � full length of stud [[4 c/�{� V I Blocking at - � -Rafter to Rafter over Ridge - Nailing V�,r 1 1. -Rafter to Plate to Stud end wall Blocking at a -Hip Rafter to Plate to Stud second floor = Framing Details C ;�\.\ end wall 1, a -Common Rafter to Hip/Valley Rafter - 0 4�\ �• one#4 rebar I o -End Wall Studs to Wall Studs Typical Deck Ledger Detail a �.� ;.�. ' ' I , I -Header to Jack Stud Concrete pier <y a Xn' 0 -Jack Stud to Rim Joist - C e cn pier (4)#4 rebars 6" = '1 '-0)" (h.-alf scale) �'), co�� s -Wall Stud to Rim Joist (as per figtyre R507.9.2(2) of the 2020 NYSRC) ott` ��• -Cantilevered Stud to wall below (all floor joiists run parallel to deck joists) o "� -Rim Joist to Sill Plate Sheet Number: ��� � im son first or a 0 0 Occuraseeotin Might -C P -Rafter to Ledger with joist hanger plans 0 HDU8-SDS2.5 c -Rafter to Beam to Post °' Reinforcement as per L o -Beam to Post to Floor Beam plans = Holddown Connection tl. Holddown Connection Dtl. a0 -Floor Beam to Post Deck Strapping 12for 0 -Post to Pier (footing) or first floor ofoundation wallconnec ion Assembl Detait first floor to second floor connection -Joists to Beam Y SITE WORK / EXCAVATION FOUNDATION PLAN LEGEND 1. Contractor shall locate&stake out all existing underground utilities prior to any excavation.Any utilities shown on the plans are an approximate location only and shall be verified by the Contractor. _______________ New Foundation Wall g . Excavation shall not commence until utility mark-out is completed. On Footing 2. Excavate all areas as indicated in the drawings.All excavations shall --------------- be the minimum depths rerquired achieving clean undisturbed virgin soil with stable moisture content and non-shifting and non-shrinking New Lower ______________- soil characteristics.The Contractor shall be responsible for notification Foundation Wall a E f o poor soil characteristics to the Architect and shall not proceed with (see plan) A - - A4.1 B C the work until receiving instructions from the Architect. --------------- A4.1 A4.2 3. The Architect has prepared the drawing and speifications with an _______________ M -a -- assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed Existing Foundation Wall �' soil characteristic of sand, silty sand,clayey sand, silty gravel and (see plan) -c h ' t e Ct ±24'-4" ±47'-0" clayey gravel(SW, SP,SM, SC, GM and GC)unless a soil test analysis has been p per table . .1(1)of the 2025 RCNYS. (ex. house) 54~ (ex. house/deck floor framing) performed as tbl R4014 Detail Symbol - 97 L Main Street Ston Brook N 4. All excavations for concrete piers and footings shall be a minimum of y Y 11790 ±7'-3" 4'-OZ" -6'-0" -6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 3 feet below finished grade unless noted otherwise on the plans. m24" (porch floor framing) 531, 1" 4 5. All backfill shall be clean granular fill.0 ±7-04 6'-0" New i. phone. 631 686-6585 (center steps on 6. No backfill shall be permitted against concrete or masonry foundation Poured Concrete Footing email. MMacrina@MMArchitectAIA.com cu concrete pad laundry room door) @ walls without floor framing or proper bracing as required to prevent web. MMArchitectAIA.com X 3 under stair stringer 3 damage to foundation walls. No backfill shall be permitted within a minimum of two weeks after pouring-The Contractor shall be These plans are an instrument of service and are rn r-r l- - - -,-r- Fri the exclusive property instrument the architect. steps above -` - ' i responsible for any damage to concrete or masonry wall. Post From Above �,; Infringements of the concepts and design ideas 11 -- 1 I I II exact number of presented on these drawings shall be prosecuted 2"x12"(P.T.) I ___ ___ _ I risers to be 7- All grading to drain surface storm water away from foundation walls to the fullest extent of the law. Copyright 2026: Required Hold Down Michael Macrina Architect, c. All rights reserved, stringer at 16"oc i I determined in field at a minimum rate of 5%slope. ® P 9 I -__ - -- I Location (see detail) no part of the plans may be reproduced without 6"x6 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. 6"X6" I I " 6"x6" �� a expressed written consent of the architect. 6"x6 -P.T�post P T t ---�----r,-r-�-_;o --,.,r.. (3)2"x10" P.T. �--- --- - --FAIT. post (3)2"x10"P.T. post (3)2nx10"P.T. P.T. I 1I concrete pad-�I:• - < - == ____ ___ lo_w_be_a_m post o excavate all stepped food g a p pans and details______ _i1 � _ _ ____ ____ low beam � 9 Contractor t t 'n s s per I STRUCTURAL POST under stair l -- ----- _ - _ -- -------. ----------- ------ ------ ----------- ___ _ _ '� _ _ _ _ -��` �. -- ------------ min. (2)2x6 unless noted Drawing Status low beam �- CONCRETE otherwise on plans stringer i --- -- --- -- --- � i -� .,� ; - y -fix - - - - - - - _'�\_I___1___L__1_ " I rn 1. Foundation walls are to be a minimum of 3,000 psi, unless noted steps above --4� 6 x6' typical � line of deck c i i typical „ „ typical above typical typical i - otherwise on laps. TECO = INSTALL SIMPSON STRONG �i ier B' P•T. post pier B 2 x12 (P.T.)rim behind pier B n P ;�--line of deck �� o TIE JOIST HANGER n n --- -- --- --�---I P pier B' ier'B' I = 2 P stair for stair attachment 1 2 x10 P.T. F.J. I above , 2. All concrete work shall comply with the requirements of the American Issued 2 x12 (P.T.) I __ � line of deck ( ) _ o P Y q stringer at 16"oc i I above a S1.1 at 16"oc(6' length) ; ° Concrete Institute(ACI)and the 2025 RCNYS. tl -- A1.4 2"x12"P.T.led er.) post from above ost from above I 3. All concrete shall be air-entrained.Total air content(percent by volume existing house wall "' ,r I g FOr - --- L- ----_----------_------------------------------- --------______ _____________ __________ __________________ __ ofconcret ) hall not be lessthasn5/0ormorethan7°i UTILITY SERVICE NOTE P i rn r - , typical pier C 1` ¢ i r--- ------------------------ I 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be -------------- ---------------- I __ Const-r U Ct I o n I 1 existing Z--- I---- ---------- ----•---------------------------------� = I 2"x12"(P.T.)rim I I - existing I I a minimum of 3,500 psi. General Contractor Shall Locate & Stake o (3)2"x10" P.T. i behind stair for ; ' I ; i a Out All Exist'g Utilities Prior to Any rn low beam I ; 1 I 5. The nominal maximum size of coarse aggregate shall not exceed E c 1I stair attachment 1 I Excavation. The Utilities Shown on Plan I I one-fifth the narrowest distance between forms or three-fourths the A4.2 0 = 6"x6"P.T. post i 1 1 ;I ; ±45-8" , clear spacing between reinforcing bars or between as bar and the side are Approximate Locations Only. I of the form. 0) o o j A1.4 i I 2"x12" P.T. ledger ' I I -H ' I g i ' 6. Forms shall be made of wood, steel aluminum,plastic,a composite of Dates L typical i 1� 2"x10"(P.T.)F.J. r j 1 I I , o pier'A' 10n at 16"oc(8'length) I I I , ; cement and foam insulation,or other approved material suitable for g i I I = S1.1 I , supporting and containing concrete. Forms shall provide sufficient NOTE TO F RAM E R „ I r o 1 1 p 2/4/26 Permit Set a Top of pier 6'-5 I I 1 strength to contain concrete during the concrete placement operation. = flush w/grade 'I ; a, Unfinished I I Form ties shall be steel,solid plastic,foam plastic, or other suitable 2/11/26 Construction Set I 11 I ' I Framer to coordinate all toilet, tub and shower I -H I material capable of resisting the forces created by fluid pressure of existing wall --------------------- -- -----------------� ---- ---------� I Cellar ; I freshly poured concrete. drain locations and not place any floor Joists in 3/30/26 Bid Set those locations to allow enough space for 5/7/26 Construction Set I , I ±8'-11"cig. ht. r I 7. Do not pour in temperatures less than 40 degree weather, nor when ----- ------------------------ ----- 1 plumber to make their connection. ----- ------------------ - � 1 freezing conditions are expected in less than 24 hours- 1 existing I 1 6"x6" Pin new pier 1 I 1 1 j 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or C01 i ; P.T. post to existing approved equal unless a different product is specified in the plans. wall I Exterior foundation waterproofing system is to be installed from SILL PLATE I I I NOTE ±24'-4" I ±45'-8" I ; ; bottom of footing continuously up to the finished grade line. ' rnl ' 3 9. All footings are to be reinforced with rebar as per details in the plans.I , existing(2)F.J. .-c-,I ; c g P p ALL SILL PLATES ARE TO BE PLACED ---------------------- ; •X 10. Contractor shall provide and install all cast in place anchor bolts, hold OVER COPPER COATED TERMITE _ ; ; a E I , 1 o down straps, basement sashes, crawl space vents, etc.as per plans. SHIELD OVER SILL SEAL INSULATION No. Date Description i I i I � 'i opening X `il post from I rJ I _ Xo / QD i l r 1 I °' �n 1 I I _I Project I � I �------------------- "� existing I I (.0 J 1 - - - - - - I ' ex.24"x24" _H column ' ' M I I r I I existing(2)F.J. / �, I _ PLAN FOUNDATION DETAILS I I I I footing , -----, The Connection Instructions of the New I 1 r (assumed) ---� Foundation Wall to the Existing Proposed Foundation Wall are as Follows: Existing New SEE SHEET S2.2 FOR FOUNDATION • p I 1 I r ±70'-0" existing i 1 ----7 Soil adjacent t xthe new Foundation Wall. WALL SECTIONS & DETAILS Addition & 0 post from l i I column I ; ) g Y above �,1, 1 0 I 1 I 1 , 2)Drill a Hole @ 12"o.c-Vertically, LargeCID .H ; i I I assumed column Expand ex.footing 12"in 1 11 __ enough for a 45 Rebar. in Cq X E contractor to verify/ I all four directions for M ; i� 3) Install (1)#5 Rebar in each Hole&Set Renovation I m l and consult Architect E v E I I w i I N X 48"x48 x12 tall p.c. - i /Epoxy Mortar. m m x m I - 1 1 -H �' footing. Pin to ex.footing. a�' 1 j ' 4)Extend each Rebar 12"min. into the NOTE T x m I I ELEVATION E !2 �, I ; _ , New Poured Concrete Foundation Wall. o ' ' i N 3I � ' i - --J General Contractor is adjust FO r .. i - I , t I i °1N, o' 01 ; i FTG. -- _JII foundation wall height toJali n new first s ' 5<0 I I ; floor subfloor with existing fi first floor Susan O) I n I I I 3 7 3 " 7 n I c i I 1 existing 1/4 x11/ GPI 65 F.J. I existin 1/4 x11/ GPI 65 F.J. s " " I s 3 I I subfloor. (see foundation wall detalls)I -- I I 1 existing 1/ x11/ GPI 65 F.J. existing1/"x11/8"GPI 65 F.J. existing1%4"x11�/"GPI 65 F.J. I I ' Newman & Z; I I I at 16"oc at 16"oc at 16"oc at 16"oc at 16"oc � ' 11 i I I I i • I I 1 I Connection Dtl . Lew Wyman. new 16"x 8" L'-- ot To Scale I p.c-footing with posts g I I TYPICAL PIERS p above posts r 3 II (2)#4 rebar = posts from I 250 Naugles Drive D I ' I above A4.2 1 L_ existing existing ------------------------------J __ existing wall 1 - --- ---------------------- ------------------------------------ a sona u a I UC , ---------- ---- --------____-- ------__ _ ___-- _ i n plan all piers are to be :. • 3 t II t b poured concrete pier on undisturbed soil. existing I mess shown otherwise t 11952 -� A4 2 e o -- ---------------------- --- -------i --_----=----=--- _-----_----=---- ------_----=-----_-- -------- r - ----------------------- T of Piers to b st belo g deJurlsd t2"x12"P.T. ledger 2"x12"P.T. ledgeranchor bolt, nutP e " w raIc ion and washer(seen I-11 pin new wall and pin new wall I i �__i I ±2 2nxg„ 18 dia. pier I I o, footing to existing 1 1 footing to existing II i I !+.,.1 ( ) detail) Pier A' > i S1.1 wall and footin I� g g i I I I I I y•' treated sill plate Total:8 Town of Southold 0 1 m 9 3 S1.1 S2.2 wall and footing i i i I i l.i:' 01 a to match ex. �' - -i- +-+--I ;l m 14"dia. pier E _ m N 1 I v Pier B Suffolk County o,`r i 30"x30"x18"tall p.c. = 2"x12" P.T. rim I S-Ist�eps above N. sill seal insulation Total: 9 1 - I m i O 0 S2.2 ( ) 11 1_ I I i I;; 24 dia. ier 0 0 I footing with#5 rebar o joist for stair r--i -t i-I- ;; „ at 7"oc each way x m 1 I i i i a termite shield Pier C Total: 1 o w- I I coated copper p w- o I Y Zo attachment (I 1 , top of foundation I under sonatube pier N A1.4 ��__I _ I i a 1 " •' •°ra .' align with ex.ca Drawn B m o I 1I ��' anchor bolts(see -?I � anchor bolt detail) n ;' strap as per details on sht. S1.1 M.D- ��� A. M J �� w' p CM -. •• ,o, q c i „ I concrete pad 6 x6" I under stair �� �`• ,�. 2 6 x6" n i n 11 .•• � � f1 .� x i P P.T. post P T. post P.T. post 1 stringer @ concrete foundation wall if i I F Checked B / t ` P.T. post P Y �( F m � exact number of 0 M M.A.M. �______� - - - - - - - - - - risers to be waterproofing c _____-___ > -C I 2'x12'(P.T.) c P g 6-0 o.c. 6 min. , ---------------�' ----------------I ( ) r �= -------------- ----„---------- �i strip er at determined in field to rade o t �' 12" max Job No. 312Br1 p� U (3)2"x10"P.T. 3 2"x10"P.T. low beamr, y 0 g O (3)2"x10 P.T. low beamr 0 0 t typical low beam 16' oc X °' TYPICAL TYPICAL _T typical " typical typical typical pier IN � provide 2"x4"key L . X 2549 i Pe�A' f, yp cal 30 x30 x18 tall p.c. P �-(4)#4 rebar down to 3 ,: o o SPACING CORNERS = o pier'A' footingwith#5 rebar 30"x30"x18"tall p.c. footing below see 8" 3 E E E at 7" c each way footing with#5 rebar detail, sht. S1.1) 1/2"premolded filler Sheet Title „ under sonatube pier at 7"oc each way typical all (3)piers at perimeter of slab D 1 � ✓ 4 under sonatube pier 3" with footing below 5 - Fo u n d a i on Plan P 54 Simpson BPS/ 3 54 hot-dipped galy. 5'-0" 5'-0" T-11" T-11" T-11" T-11" (cellar slab see plan) . . ` '' :� a 3"sq.Washers& •'• End Nut Setup ±42'-7" to of bolt ±14'-8" (porch floor framing, see deck/porch _ plan for exact location) (2)#4 Rebar .':, 0o sill plate(see fnd. "t• i - wall details) 71'_4~ compacted clean fill 4" � " ',' _' i� (existing house) 5/8"dia. x 12 tall E•, 16 Anchor Bolts A ro p o s e Foundation P l a n poured concrete • Sheet Number: B C foundation wall A4.1 1/4" _ 'I '-O'• A4.1 A4.1 Typical FOUndation Wall plan north Typ. Anchor Bolt Dtl. 2ml Not To Scale I LEGENDh� .rtp1 t' S- Indicates Bearing Wall Indicates Interior Plywood Sheathing Indicates Structural Post Ell Above Subfloor A.S.F. MiC: h4aEA TECO=install Simpson Strong tie joist hanger acr in a Architect PLATE 97 L Main Street Stony Brook NY 11790 TWO 16d B L5TI-49 Strapwhen A4.1 phone. 631 686-6585 plate is not continuous email. MMacrina@MMArchitectAIA.com over header web. MMArchitectAIA.com O 12"O.C. These plans are an instrument of service and are ji the TO SPACER STUD Infringements of the conceptsroperty of the aandtdesi n ideas 4a i-------- g P 9 STAGGERED presented on these drawings shall be prosecuted BEARING FOR DOOR C to the fullest extent of the law. Copyright 2026: Michael Macrino Architect, pc. All rights reserved, �1 OR WINDOW HEADER no art of the plans may be reproduced without II A4.2 BLOCKING the expressed ritten consent of the architect. r --- --- --_ _-------------�- --- __ -------__—___ - - -- - ____--- -- -- - - = Drawing Status I Uncovered Deck �,�� SHOE j new Issued new 3 " " (2)2�x6"jack (2)2"x6"jack new(3)2"x6" q i C--new(3)1/a x7/a tvl new 3 1%"x9Y" (1)2 x6"king (1)2"x6 kin I tow beam 1 3 O a 2 g new(3)13/"x11�/"Ivl header jack block Detail of typical exterior ,. A4.1 t new 3 1/a'x9/"IVI header 3 " d - --- --- i-� -�)=-- -- Ivl header new 3 1 own to fnd. partition intersection Foi LSTI-49 Strap when I' -_------T r --^- -- -) /a x9�z_- hdr. - _ omit double top plate _ �i below Ivl � plate Is not continuous I i \\new - - - ` - - - - - -- ---- \ not to scale � '�� ------ -- - Constl�llclOn ---- over header �; �I ; " „/� _ (2)2"x6"jack (3j2 xs" I'' ' new 6 4 a; ------ " ost ! Bathrm. #1 / new(3)2"x6" af6i .D (1)2 x6 king . P s P.T. post to new ack block I_ 01 be wrapped a) " r= ex.±g'_1" own to fnd. pack out wall 2" o PP (2)2 x6"jack _ c� E _>i I' i -> I (1)2"x6"king pack out wall 2" I E i clg. ht. below to align with t x to align with 2"x6"wall N E BEARING FOR DOOR A4 2 a _ g Mudroom of Covered 2 xs wall I 1 _ __ A4.2 OR WINDOW HEADER X ex. ±8'-1" E' - --- i� a) - Porch #1 -� ( � i1 \, � � � ; c DRYWALL NAILER Foyer r clg. ht. 1 I I ili ! ___._ existing 1/a"x11/ GPI 65 F.J. v z 9 3 ' " ONE 16d Dates . at 16'oc TO FILLER 3 v I C--- c ex. ±8'_1" ! I ; r NAILER 2/4/26 Permit Set III ht. ^._ 3 ' 7 „ new " S, �__... I ;�f. - -- - 2/11/26 Construction Set �, I new 6"x6" c new (2)2 x6 i 3/30/26 Bid Set new(3)1/'x11/ Ivl header 1P.T. post to (2)2"x6"jack jack each -- - - - (1)2"x6"king side m' j ,.I omit double to late If necessary be wra ed I �+ �PO.Wuer Bedroom #1 16d 5!1/26 Construction Set PP _ rY pP — ---- Room STAGGERED new . I - ---_-- _ _ ex.,+g._1" Laundry ex. ±8'-1" 12'O.C. (3)2"x6 jack new(3)1 Ya"x9Y"IVI hdr hp new (1)2"x6"king :HVAC clg. hit. clg. ht. VERTICAL I I new (3)2"x6"jack ex. ±8'-1" j (3)2"x6"jack (1)2"x6"king existing 1 Ya"x113/"GPI 65 F.J. I j return clg. ht. 0 t M (1)2"x6"king m I; at 16"oc >! a I existing 13/4'x11%"GPII 65 F.J. i - -------------------------- = oc c I I existing (2)F.J. _ I - __ - ; x 10d TOE- _ N i- OJ ' -- ~ NAILED � a, c - existing Hallwa " co I 22"x4" !� TO SOLE n � m ; exIS _a m i l s 7 O x a I aoi E I! j stain a E;I 11/a"x11/s F.J. Y c post c SHOE m + ° - ---L o 6nin L m ex. ±8-1 new 0I No. Date Description - I c� (2)2'x6' jack c a� 11 X o P g ' X b T I clg. ht. � i / 1 2"x6"kin m ch - - ' \I a� I 3- O g o .- o (D 0 I ex. post -' new closet Project each side 0 3_o I(i —L_ .--- - Living c E {(teco to new sh b am I existing,O F.J. new 2 2 x4 /° I Proposed 3 " 7 " / new?"x5 Ya ' � " o n g ° i ) � � � / versallam post O I; r -" ° - '' Detail ypical new I i --- -_ - I down to existing post of t o -� Room (3)2�x6'jack beam below !'; Addition Q� x o x (1)2'x6"king I i /� existing 1Ya"x11%s"GPI 65 F.J. I; exterior corner post UC at 16"oc(teco to new flush beam) a t new 1V-0" \ I not to scale post from post from Renovation o v tray clg. ht. new _ _ _ above I above _ " ` -W 3 " 7 "- _ _ _ _ new(2) 1%a"x:11%s"Ivl flush beam (3)2"x4 post � m s (2)2'x6 Jack new(3) 1/a x11-./ fvl,flush beam �_�, �%� J L � _ _ down to m �; c D' (1)2"x6"king _ under walf_from!above__1 ! -0-0 -1 ( - under wrall from above girder c - o new I !new(4)2"x6" i .I \ HHUS410 (2)2"x6"jack ! post down to HHUS5.50/10 hanger i P �--- ---- -- -- - - hanger � ' g Music Or '/(1)2"x6"king I I i beam below Kitchen g Dining Room II' cu �:, .c ;-00 � i------ (Room � ill ex.±8'-1" c open to j Susan clg. ht. E c sex.±g'-1' _ above ctg. ht. i 00 �_ 0 Newman & I = _ i contractor to BLOCKING consult with client ------------------M ------------------ --------------------- v I existing 13/a"x11%s°GPI 65 F.J. �� s� ,. � „ SOLID WOOD I r m Com existing1 x11/ GPI 65 F.J. LewWyman R: I ew at 16"oc(teco to new flush beam) x 2 n at 16"oc(teco to new flush beams) for exact locations 3!i c1".,(2)2:!4"jack( ) '-`- I \ _ r�7 - prior to drywall 2 2"x6 jack 1 2'.x6"king � - - - ---r new 3 2"x6"'ack { " ✓ ro installation p 1 O 1 (2)2 x6' jack O 1 new(2)2 x6" c / 1 2 xewl (2)2 x6"jack 2 2 x6; jack new new new new 3 2x6"'ack : ! new 3 2"x6"jack I v� new(3)2"x6"jack down to fnd. below jack each side � � � "� 250 NaU les Drive O 6 king (1)2 x6 king (1)2 x6 king (1)2 x6 km O 1 O j + 3 °' down to fnd. belowr (1)2 x6 km " pack out walls 2 g g a� 9 (1)2 x6 king u to roof above D toilet 2"x10" A4.2 down to fnd. down to fnd. I �, (1)2"x6"king P (1)2"x6"king ! (1)2"x6"king\ x paper Mattituek, NY 11952 - -- ----_�— ------- ------ -------__---- -- ----- ---- --- -- - - _- BLOCKING � A4 2 � h LOCK - - �•- ----- - - -- _ _ / _ _. �. older - ---- _ 3 " 7 - " new(3)1 Ya"x9Y"Ivl header !r new 3 13/a"x9Y2" Ivl header -`Tt i' O : " ' " I ew 3 /a x9/a Ivl h N O _� new 3 1/a x11/ Ivl header 11 new(3) 1/a x11 'IVI header new(3)2 x6_ i i O 3 " header new 3 2"x6" new(4)2'x6 �i ;// Jurisdiction E i post down to post down to post down to I I m I I I fnd. below fnd. below fnd. below E Town of Southold A 01 ' C: Typical Bathroom ° A4.1 I I i ! c Suffolk County Covered � ��-�� '� ! ► I � A4.1 Blocking ocki n Heights i hts XI ( I �.r g g _� X o Porch #2 �' X, _ X N -� " - •• Drawn By: m - M.D. C r c' BLOCKING NOTE. Checked By: CC q �- i- t ------- - - ----- ------------- -- - - - - ---- ;'' Xv Simpson Column Cap M.A.M. y —= l - - T ----------- - -- --- -- ----------- !- 1i Blocking to be provided b Carpenters A s 3- - - - -_ - - -- CL�, in 9 the following locations Job No �fW 12 a - - - - - - --- -.-____ _ 2 / continuous(3)1%a"x7Ya"Ivl with (2)Y' x 7 / W2_5Y" toilet paper holders new 6"x6" steel flitch late flush beam +32'length) new 6"x6" towel bars 2549 Simpson Column Cap P.T. post to P (- g ) new 6"x6" W3=g/� , ECCLL P P.T. post to Simpson Column Cap P.T. post to H1 =7" shower doors ¢ 1 be wrapped be wrapped ECCU be wrapped H2=7" tub doors Sheet Title W1 =5/ W1 =6 s" pedestal sinks ,� W2=5/' 1/2" dia Machine shower base W3=6%" W2=5%s" iv 2'-O" " H1 =7" B H1 =7" Bolts 2 First Igor H2=7" Structural Plan NOTE TO FRAMER Proposed First Floor Structural Plan -1/4 -o N [Steelato be painted all sides Framer to coordinate all toilet, tub and shower •• •• ' " 1'-0" ith rust preventor prior drain locations and not place any floor joists inl to beam assembly those locations to allow enough space for plan north Detail plumber to make their connection. Sheet Number : of typical flitch beam assembly _LL Not tc, Scale 4 LEGEND Indicates Bearing Wall x TZ77_�7_Il7_ll= s Indicates Interior Plywood Sheathing Indicates Structural Post Above Subfloor A.S.F. TECO=install Simpson Strong tie joist hanger C r i In a A rc h i te ct PLATE 97 L Main Street Stony Brook NY 11790 TWO 16d phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com LSTI-49 Strap when 16d 12"O.C. These plans are an instrument of service and are TO SPACER the exclusive property of the architect. plate is not continuous STUD Infringements of the concepts and design ideas over header / presented on these drawings shall be prosecuted STAGGERED to the fullest extent of the law. Copyright 2026: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without BLOCKING the expressed written consent of the architect. BEARING FOR DOOR OR WINDOW HEADER Drawing Status B SHOE Jr A4.1 C Issueu fN 2"x10"blocking A4.2 between studs around shower base ® I' pack out s „ � „ pack out D eta i I of typical exterior new(3) 1/4 x11/ Ivl header new(2)2x8" — "-^-- part ion intersection wall 2' wall 2 _---_ omit double top plate new(2)2x8"hdr. header utilize existing header (- -- -- ----.._-...---- ---� - - - --- - not to scale�_ new closet (2)2 x6'\ (2)2"x6" (2)2'x6new closetConstruction - - ack -- - ex.sloped 1 jack rn -- jack 2 x6 blocking in" CY P c wall for shower new ceiling ° ° new sloped a)aa) @ a ceiling new �! ! glass entypiclosure I (2)ack4, E I o I ° ° (2)ack4� Il! ex. #8'-1" �� � ,.�� A4.2 m t - - - ex. ±8'-l" -------------- Dates _ - - v-- ----. ---- Bathroom #2 A4.2 X o " --z------------- ------ DRYWALL NAILER A j � ' -- X �' -- -- a�. clg. ht. cl ht. ' . ) g 3 o ONE 16d A4.1 I' c 5x m �! existing 2"x1O"C.J. ;l X i TO FILLER at 16"oc(cut back to i N i 2/4/26 Permit Set v o new bearing wall) —,- v ex.sloped NAILER 2/11/26 Construction Set Bedroom #2 2 ew- -- --- ' c new -- -, P x ° " ^ ceiling 3/30/26 Bid Set - --- new (2)2"x6"� �" new 11'-6" (.jack lFndry `�� 2 2 x4" 6' i 5/7/26 Construction Set _tack cl ht. new O _ E i 16d __ c g closet jack ° STAGGERED ------------------------------------- -------- --------------------- - - - - - ---- -- ---- - ose - --- ---- - ---- --- - new linen al. new linen cl. o ; „ -------- ---- ------ 12 O.C. ----''- Bedroom #3 i VERTICAL - - I ° x .� new(2)2x10 I i; _ _ X m ° ° ex.±T-10" header I� , ` ^ a, j new pull down I v clg. ht. Co I ex.±8'-1" attic stair l N L-� X H I Iwa '1 3 = x a C N , � consult with ..-° c�iI clg. ht. ( c v m 10d TOE- c client �! nt for exact _ - 3 •� location) ( double frame NAILED I --- D' E 3 around new " c TO SOLE m m new(2)2"x4 :X ° c ( attic stair jack each side SHOE No. Date Description a� I existing 2"xl0"C.J. at 16„oc Hall Project (2)2"x6"jack _ F-" '- i 2- - _ - -- Proposed -- each side r— cut back existing2"x10" �` ------ ---- - .: 2"x10" blocking C.J.for new vaulted io =� i,j between studs of typical Addition & m 3 ceiling in bathrom ex.±8'-1" 'X ` i sk li ht !i! around shower D eta i I exterior corner post o clg. ht. %� Bathrm. above l 31 Walk-In l '..� #3 I -- - -- base ,�' nd a ost `MII - -- - - not to scale Renovation x Attic L ex.+8'-1" ; { 3 X o I Closet clg. ht. i from above i New Vaulted clg. ' 'open to ` E 16 below ,�'' i \\�� E ° / � / :X o For new(3)2"x4" new(3)2"x4„ 2"x6"blocking in wall , i new sloped post down to i post down to for shower glass ceiling enclosure typical beam below i beam below i ex. R.R. i ex. R.R. i Susan o new(3)13/4"x9Y2' to remain to remain i f�� n Iwl flush header o o roof rafters o f i new sloped o i i i J Newman & (see roof plan) m ceiling v � i i contractor to c E +i i SOLID WOOD consult with client Lew Wyman -� 3 as °o; BLOCKING a, m c i for exact locations °' E c .n m ; roof rafters new 2"x4" Bedroom #1 0, CD ; (see roof plan) jack ech side prior to drywall X o -° i installation 250 Nau les Drive - _ g ° vaulted clg. i I ridge xost � it � ^ ^ i P new 2 2x10 header p toilet 2 AO Mattltuck, NY 11952 D i from above O paper BLOCKING A4.2 holder A4.2 ' existing roof below(see roof plan) ----- - - ------- --- -- _ ---_-- - --- -- -- - - - - - --- ---- ---- ---- __....._ _--_..h---- �---- - y- -- -- - -- - - - - - - Jurisdiction . ----- ----- ---- ---- new(3) 1Y4"xl1'/"Ivl header / new(3) 13/"x11�/8'Ivl header / new new new (4)2"x6" (4)12"x6" (4)2'x6" ----- -- Town of Southold (4)2"x6" post post post post Typical Bathroom Suffolk County A CBlocking Heights Balloon frame this able wall with !' Drawn By g Roof Deck �'�� ,�2•• _ � •-o•• � .� ��� 2"x6"microllam Ivl at 16"oc from i M.D. subfloor to underside of R.R. 'qc FO Checked By: � U��f F �2 i BLOCKING NOTE. p M.A.M. Blocking to be provided by Carpenters ,. - - - ------ --- - - - ---- - -------- -------- ---- -:..=-_ _- - ----rt= - in the following locations Job No. ----- - -- ----- -- - _ - ------- -- ----- -- -- -- -- -- - -- - - -- paper toilet a er holders towel bars 2549 N shower doors e tub doors Sheet Title pedestal sinks A4.1 shower base Seco / Floor Structural Plan Proposed Second Floor Structural Plan NOTE TO FRAMER - i4•• _ •-o•• Framer to coordinate all toilet, tub and showier - plan north drain locations and not place any floor joists in those locations to allow enough space for Sheet Number plumber to make their connection. 1 ROOF PLAN LEGEND----------------------------- ..... BELOW ROOF ----------------------------- 12 `•�. INDICATES ROOF PITCH 12 BEARING WALL TZ7L7_Z7Z7_lI= C BELOW ROOF INDICATES AREA OF C �' DOUBLE ROOF FRAMING OR INDICATES POST BELOW AtrchitE: INDICATES STRUCTURAL 97 L Main Street Stony Brook NY 11790 - - BEAM BELOW ROOF INDICATES SEQUENCE phone. 631 686-6585 OF ROOF FRAMING 2 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: NOTE TO FRAMER Michael a Architect, pc. All rights reserved, of th no part of the plans may be reproduced without the expressed written consent of the architect. All overhang sizes noted on roof plan are Drawing Status /C rough framing from outside face of stud wall A4.1 A4•2 to outside face of sub-fascia and sub-rake. e x o v e r l-i ci r-i g for r-i e w extend lower and dormer fascia issued s cl u cl r e cut f ci : c i cl o �e r I-i c a-i g overhangs for new square cut fascia For new 2" rake overhang �____ ----------------- /__________ _________________ __ �711�'TfI1I71TITIT1I_I_T_I_TINT_I_l_7_1�111171117TI1I� 111ll_ 117� TfIl_IfIl_Il - irr --- Ll T_7TIT77-ILJrTZTZ-T__771I-LlLll- I � > n n 1 ' ; i ' i ° ' ; i Construction 1 , strap rafter to v o /� a new 2 x8 R.R. r_� j Ij j ; I ridge beam with �r 0 at 16'oc 1 1 i J II L___ _ .� I/ r__ T 'Simpson'H2.5A (10'length) ------------ -C _ " I E V-2 A 12 j ! I N 1 i 0 A4.2 1 Dates c f maintain a a' min. of 4" ! ex. I I existing roof ;; IY 0 2/4/26 Permit Set - I I ! 1 � II I 1 1 extend fascia overhang for new Q below sec. N o ri -i to remain ;1 existing roof i., .� i L floor window E-� X o 12 ! ------------------------------- ; ; to remain X E I I L square cut fascia overhang F _______________________________1 iv E N . . • 2/11/26 Construction Set sill above iv C° o 3/30/26 Bid Set I _ _ _ / I in --- ------------------ ---------------- LIZLZII IIl ;---- ---------- -------------------------- I — ; , 2 0 5/7/26 Construction Set °' Ridge beam ------------------------------------------------------i-----------r- -,--- ---i-------------------------y---i ; ; i -----------------T C 1 IP LIL ^^x'' W I ; 1 r ---- j L "' 0 1----, 11 Plywood j X ° existing roof L -------------- --- i Filler each Fo I I I ; ; Q Roof Rafters to remain existing r i;d g e b o CI r d t o r e m cl i n 1 side No. Date Description X > see plan for post size L Q i - -- 1 I -------------------- - - ------------- ------------------- --- existing ridge board to remain Project .I L----- ------------------- ---------------------------- new 13/"x16• Ivl (2)2"x12„ I� N ---------------------------------- ' L____ _________________________________ (1)2"x6"each side to >` r______ __________________________________________________________ _ _ -__________________________________________________________________ j - �r ridge board c= , sandwich ridge beam 0@ 9 header orCr g Proposed j ; I X a= °' - PJ a fy X I i; new `� i i °' L ±8 �� _� (_ iv �v bearing aa) C! c' X ■ Y N as new roof new;roof S01 g 2! N Addition & new bearin cv ON Y _ m, iv o 9 ex. �ov6Fgrame overfraine� �- wall below c, ' existing roof I 1 a wall below to x to remain ; existing ridge board to remain L � � x 3 � 1 1 "�� 3 � to support � � 1/ iv a� support ex. R.R. Pj 1 ! ; m I - ay 3 new overframe new overframe 1 I c _� ex. R.R. � N m; ■ JQ\ R.R. at16`'oc R.R.;at16"oc (2)2"x12" " Ridge Beam Post Detail Renovation • r-; - header ; ; o' ; ; 0) nI F i 0 N Yl"I_TZ7.7_TIT --ZTT7_xZ - lllllllll — 77T7TlTl7 !_�7.11 1T77-"7T7.77.77% /x. R. � v 1 -1/2" = 1 '-O.. 4 X For post below ost below i % E/ (see struc. plan) E (see struc.plan) � 2 i� 9 ` -X cEao �, N L � o /2 beam below post ridge beam down � M = 0 X X to beam below with n (see struc. plan) m Q m iv � o `6 �i (4)2"x4 post(see �,� o io ; ; 31 existin roof oremain o X o 9 / o L detail'B, same sht.) N,� 3 �/ Rio o ex. R.R. I I =� X iv -> c to or to remain c - o /_____ 3 �;� o c Newman±8 to 12 _ 1-2, ±8 to r rn 0 o� / match� 0 match 1 os 3�+ v_ I I s o L I v o j/� ex. _x ex. v,> P � 0' LexistingN ; ; existing 1 M ,/ 0 o b:` C o ; ; chimney t0 Lew W man I ao v " v 0 v 0 (n roof to remain 0 0.� new 2 x10" R.R. % v rn,�o m o� I , n M at 16 oc(22'length) >(n 0 v 0 .. - v0 1 _I 0in (n o n n ✓ 0 X remain 'fl'N o 3 0 new 2 X10 R.R. v o'R -04 o v p _ at 16"oc(22'length) 3 0•- o°'--T-------------- --------------T----J 250 Naugles Drive 0 post edge beam down to l x ' Mattituck, NY 11952 A4.2 v X header below with 4 2"x6" ✓, 0„ X� D o exist) rake board tLILTZ7_TlL!_L7__LI777_TIZILZJZlZTLZ7ILZIZ1l - - - - - -- - -- -- - ---1----------I__---------- ------------- ------------- ------------- ----- ------- ------------------------ --- ----------------------------- -------- _ ` post(see detail same sht.) � � n9 ; I +� ------------�-- CD -- r �- - I In1 --------------L_______ 1ITI7_Z7ITLTIT7_TITIT27IZIT._!J_ IIII °' I Jurisdiction extend fascia overhang for new j rn e w "I o r I-i c rn < i j extended lower fascia overhang square cut fascia overhang for new square cut fascia Town of Southold I I Suffolk County A Roof Deck A4.1 C Below j A4.1 Drawn By: c (see second floor plan) M.D. vG �q �!+ q �/ j n j Checked By: F ' . , �. 2 1 , M.A.M. z 1 ------------------------------------------------------------------------------------- -------------------------------- Job No. > 7.286 O 2549 t'I 1 B A4.1 Sheet Title : /1 Roof ,<<X Proposed Roof Framino Plan Framing Plan 1/4" = 1 '-O" plan north Sheet Number : LEGEND SYMBOL SUPPLIED BY i v INDICATES PHONE JACK Tphone �y ? S .t INDICATES CABLE JACK TV T b INDICATES DUPLEX RECEPTACLE 0 i INDICATES FLOOR OUTLET O F.O. INDICATES DUPLEX GROUND FAULT INTERRUPTER RECEPTACLE 9 /krch i INDICATES QUAD RECEPTACLE + 97 L Main Street Stony Brook NY 11790 INDICATES LED RECESSED �� ADJUSTABLE CLG. LIGHT FIXTURE INDICATES LED RECESSED CLG. phone. 631 686-6585 LIGHT FIXTURE HH email. MMacrina@MMArchitectAIA.com INDICATES SURFACE MOUNTED CLG. sM web. MMArchitectAIA.com !! LIGHT FIXTURE ! These plans are an instrument of service and are the exclusive property of the architect. INDICATES PENDANT CLG. LIGHT Infringements of the concepts and design ideas a FIXTURE presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: INDICATES LED KEYLESS CLG. LIGHT KL Michael Macrina Architect, pc. All rights reserved, !I ! I � no part of the plans may be reproduced without FIXTURE the expressed written consent of the architect. INDICATES RECESSED CLG. wP ! _ - -- -- --- - -- - --- - — - - - - WATER-PROOF LIGHT FIXTURE Drawing Status !; _- - - -- -- ---- - - �' INDICATES WALL MOUNTED LIGHT FIXTURE -------- - -- --- - (Uncovered Deck - - - - - - - - - ! - _- -- -- -- - --- -- -- -- -- -- - - - - - INDICATES SURFACE MOUNTED LED SML -- - - ---- -- - - -- - - - -- - - LIGHT FIXTURE I__ --- ---__ �' - - - ---- _ -- - -_- - - - ---- -- - - -- -- - - -- --- - - - -- - Issue INDICATES JAMB SWITCH is - ----- i Covered = - - t== --= - - - 7- _ --_ - �j3 shelves ! - --' - - - -- --- -- - - -- -- INDICATES WITCH Porch #1 Foi coat- Scloset Bathroom #1i I HH HH Constructiol � 1 HH i HH HH ,i - -- HH _ � - - ----- ----- - - -, �' INDICATES 3-WAY SWITCH HH HH ( , 3 - EFL HH I '' INDICATES 4-WAY SWITCH ' - -- -- I Bedroom #4 I 4 1 Mudroom INDICATES EXHAUST FAN (100 c.f.m.) EF Dates . _—� _—_O HH INDICATES SMOKE DETECTOR SD j ---HH. HH,1. --- _ 0 - ?`_-_ - - ------�— 2/4/26 Permit Set �`_ - i r-.* � 220V HH I_.... �-� HH ! ,� ! GFI �!: t2ov D ! 2/11/26 Construction Set _. _ - -_- E —1 III INDICATES CEILING MOUNTED C ! ------ j new m H dryer i ! CARBON MONOXIDE DETECTOR 3/30/26 Bid Set GFl I coat N ' closet 3 -..- _a HH _ ED CARBON MONOXIDE DETECTOR INDICATES WALL MOUNT 4 3 � A-- _- Powder automatic j ' i � CM 5/7/26 Construction Set i. Room' shut H 1UA . -- HH HH HH HH ; ( � _. valve ' HH I HH -- ; I I ;; retturn ! (� HH HH -�-- ----- INDICATES CEILING FAN W/LIGHT HH HH HH HH 0 Q -- - — �----- r 0 0+� � � � � : � I Laund� r ----- - - -------------- ------------------------------- -------- Y I- I 1 Hallwa ty-� __ Hallway INDICATES LED LIGHT FIXTURE fix: own to i HH -i---HH HH HH { HH xistin' I !Up ------- —C Dbq r THERMOSTAT TO -- -.-...------ -- - - - No. Date Description - -I -- 3 new closet 3 3 FIXTURE BOX ®FB HH ' I --— - - - - ----- _----- -- - -- Project ( -- _----��-------- H --_ �-- I -- cabinet cabinet '.____ 3 3 HH HH HH — �• ; ref. broom -freezer closet/ SOFFIT MOUNT MOTION FLOOD Proposed - -- -' r _ LIGHT i --- ( HH - --- HH -----HH -----HH ------- ------ HH j I HH _ HH HH,� —-- HH HH (! WALL MOUNT MOTION FLOOD LIGHT Addition & -- - - Kitchen I I Dining I I I I UNDER CABINET LIGHT(LED) �, �� pendan i Room , Music Renovation I �- I I I I Room HH HH HH I _ HH ! counter overhang i J� ------- --- J - i HH - pendant pendant HH ;r I ��� HH ' HH ' H ' H ' GENERAL ELECTRICAL NOTES For - - — J H 1 WHITE DECORA RECEPTACLES&LUTR N MAESTRO LED iJJr HH , Living I I pend°nt AND DIMMER SWITCHES island Susan ' 36"stove I �;'� � '�' I �',i I open to ' Room ' ! �- ---� oven with - 1 I�' ( I ; downdraft � I I above 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO i ; ------ ' I exhaust I ( I INSTALLATION, REGARDING ANY ADDITIONAL EXTERIOR ---------------------------------- ------ T- ' MOTION DETECTOR&FLOOD LIGHT LOCATIONS. Newman �-- I --HH I -- HH I --- HH ! HH _— —_ HH _—_—_HH -- HH -_-----HH — HH �� �.� 3. CONTRACTOR TO CONSULT W/OWNER PRIOR TO HH _ _HH _ HH GFI � —� ----- — HH � � � l` \\ INSTALLATION ANY ADDITIONAL LIGHTING POWER ---_- _ �� Lew Wyman Y� — --- � CABLE AND PHONE REQUIREMENTS AND LOCATIONS. J HH pop up, out I sink pop up , GFI trash r d w GFI 3 3 3 250 Naugles Drive ---�r _ GFI on 4. ALL OUTLETS TO BE LOCATED 18 A.F.F. l� .� .� - �_ - -- �- - - - =-•= ���� _--_-- � � _- _--� _ _: _z._ __ ___ - � -- -- Y-�------- -- ���t,�_=_`, � Mattituck, NY 11952 —_ GFI - - - - -- -- - _ 5. ALL SWITCHES ARE TO BE AT 48 A.F.F. T / - - - Gn — -- - ! --- _ _—_—_ 6. PROVIDEO SECURITY JurisdictionHH HH HH HH -____ SYSTEM,LOCATION TO BE DETERMINED. HH - - _ _- Town of Southold = i I Covered t _ Suffolk County j __-- - — Porch 42 RECESSED LIGHT SPECIFICATION a - - Drawn By: 0_ ' _ - _ - All interior recessed light fixtures are to be c�'� M - -r - -----.--NH _—_---= HH _—_—__HH - HH i 11 „ g ,�c V� { - - y Sl - HH k BBQ - - - - -- -- - - - - - ;. or approved equal.o ' p/- with RL 4 white LED trim kit moduleu n M D n Contractor to consult exact fixtures selection prior to ordering. Checked By. --- — _ _ ❑ El �� _- - = GFI if necessary,-- _- -- - M.A.M. tf� 01 consult with client Job No. EXTERIOR LIGHT SPECIFICATION 2549 J All exterior recessed soffit light fixtures are to be 'Halo' LED l Sheet itle First Floor Electrical Plan H995 3" New Construction AIR-TIGHT IC Housing with RL T \ �� 3 white LED trim kit module or a�Iupproved equal. Electrical' Plan 1/4" = 1 '-O" plan north - First Floor Sheet Number: LEGEND SYMBOL SUPPLIED BY INDICATES PHONE JACK TPhone N .;... INDICATES CABLE JACK T INDICATES DUPLEX RECEPTACLE 0 i h .a e INDICATES FLOOR OUTLET xF.O. INDICATES DUPLEX GROUND FAULT mcoac: rin4-a INTERRUPTER RECEPTACLE 9 - Arch itEict INDICATES QUAD RECEPTACLE 97 L Main Street Stony Brook NY 11790 INDICATES LED RECESSED /WW ADJUSTABLE CLG. LIGHT FIXTURE INDICATES LED RECESSED CLG. phone. 631 686-6585 LIGHT FIXTURE HH email. MMacrina@MMArchitectAIA.com INDICATES SURFACE MOUNTED CLG. #M web. MMArchitectAIA.com LIGHT FIXTURE These plans are an instrument of service and are the exclusive property of the architect. INDICATES PENDANT CLG. LIGHT Infringements of the concepts and design ideas FIXTURE presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2026: INDICATES LED KEYLESS CLG. LIGHT Michael Macrino Architect, pc. All rights reserved, no part of the plans may be reproduced without FIXTURE KPI the expressed written consent of the architect. INDICATES RECESSED CLG. WP WATER-PROOF LIGHT FIXTURE Drawing Status INDICATES WALL MOUNTED LIGHT Electrician to FIXTURE Electrician to consult with consult with owner for exact INDICATES SURFACE MOUNTED LEDSMI owner for exact location of TV LIGHT FIXTUR location of TV Issued INDICATES JAMB SWITCH JS ------------------- ------ _ For ---- ---- -- --- ---- -� -- -- y I _ ___ - - INDICATES- - r - - -- - - SWITCH I slo ed � HH 'motion t__ � ;) HH' 'motion p ' ceiling . 1H _ uop'%struction HH - HH ik: 3 new closet new closet I I INDICATES 3-WAY SWITCH ----- HH _ a - HH ----------- HH Bathrm' #2 !' INDICATES 4-WAY SWITCH Bedroom _� - � I, � - - j provide I � ex. sloepd 4 -_-_ __ power for ceiling #2 I O I - automatic _ HH - EF shut off valve ; 1 i INDICATES EXHAUST FAN (100 c.f.m.) EF _- 1 HH li I flat `I� I - -- i i i i i ex.flat 0 O O D L �HH ceiling I i Dates ceiling � ' G HH HH ' ; INDICATES SMOKE DETECTOR SD 2/4/26 Permit Set l I \\ I -_ HH HH ';.- 22 vl;r, cFl I O INDICATES CEILING MOUNTED Q 2/11/26 Construction Set - - --- _ - - - t2ov - - - - - - new CARBON DE DETECTOR 3/30/26 Bid Set - - - - ---- ----- !, HH w jdryer m tion HH new - - - - new o t --- - - - - do I i MONOXIDE DETECTOR MOUNTED INDICATES WALL CARBON 5/7/26 Construction Set motion liinen_cL ____—___FL____ motion linen cL O O CM _ --— Inew --- - - - - � H HH 3 3 I INDICATES CEILING FAN W/LIGHT O D HH I I \I HH HH dull down attic stair I O ---- HH ---- HH ----HHT .= --- Bedroom - -- #3I All I � Hallway I ,I� M Li -. j- HH INDICATES LED LIGHT FIXTURE d w �---� H - - --� ---- WH -- - HH HH I THERMOSTAT OT H I HH folding counter - - A r �A ` j No. Date Description i , v V--- 7 I FIXTURE BOX ®FB Project SOFFIT MOUNT MOTION FLOOD (� LIGHT "v HH it -_ Proposed --- -i HH HH HH --1— HH EF WALL MOUNT MOTION FLOOD LIGHT (� --- - Q� Ilil to ex. lights HH ----------------- i\-------------- --- Addition Vr; 9 W.I.C. l� - I ! '' ' Existin ttlC - UNDER CABINET LIGHT(LED) ^ i' ��Bathroom #3 Renovation n i x 3 3 - - I GENERAL ELECTRICAL NOTES For --- , HH ------ HH =--- HH — i i _ HH _— HH HH ( open to i --- - q h - I > i I I I i (see EJ.1 for i 1. WHITE DECORA RECEPTACLES&LUTRON MAESTRO LED 01 I lighting plan) i AND DIMMER SWITCHES Susan sloped O , O ceiling I i 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO RIOR ! i INSTALLATION, REGARDING ANY ADDITIONAL EXTEI i MOTION DETECTOR&FLOOD LIGHT LOCATIONS. Newman & - ! I I 3. CONTRACTOR TO CONSULT W/OWNER PRIOR TO --- HH _—_—_ HH - - HH — — HH ---_ HH - i INSTALLATION,ANY ADDITIONAL LIGHTING, POWER, Lew W man- ji -==___=-= _ CABLE,AND PHONE REQUIREMENTS AND LOCATIONS. HH t sloped ceiling�'� Bedroom #1 250 Naugles Drive 1 A.F.F. 4. ALL OUTLETS TO BE LOCATED 8 �, 3 3 ---- ----- --- - - - ----- - - 2 --- - -� - -----------. ��— ----- - - - _ - - - - - - __---------------------------------- Mattltuck, NY 1195 n - - -- - - - - -- - - 5 ALL SWITCHES ARE TO BE AT 48 A.F.F. I 6. CONTRACTOR TO PROVIDE POWER FOR SECURITY Jurisdiction ' I - - - SYSTEM, LOCATION TO BED Town Of Southold Suffolk County RECESSED LIGHT SPECIFICATION - - - Roof Deck All interior recessed light fixtures are to be TIGHT I C Housing Drawn By: ;c� 'Halo' LED H995 4" New Construction AIR- ou ing M.D. _ A. 'T with RL 4" white LED trim kit module or approved equal. Contractor o consultexact fixtures selection prior t(o ordering. checked By: - - - M.A.M. Job No. 31236 -0 EXTERIOR LIGHT SPECIFICATION 2549 T~ li Sri , Second Floor Electrical Plan All exterior recessed soffit light fixtures are to be 'Halo' LED Sheet Title H995 3" New Construction AIR-TIGHT IC Housing with RL / .. 3" white LED trim kit module or approved equal. .I'4.. - 1 O plan north E l e ct'r i a l Plan ATTIC LIGHT AND POWER - Second Floor Electrician to provide the following: - - Power for(1) air handler - (1) service outlet near air handler - (6) keyless LED lights with switch located near attic stair Sheet Number