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Home My WebLink About52777-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT � SOUTHOLD., NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52777 Date: 03/24/2026 Permission is hereby granted to: Ilana Friedman PO BOX 1059 Southold, NY 11971 To: construct alterations to an existing single-family dwelling as applied for. Premises Located at: 1085 Gin Ln, Southold, NY 11971 SCTM#88:4-9 Pursuant to application dated 01/30/2026 and approved by the Building Inspector. To expire on 03/23/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $352.00 CO-RESIDENTIAL $100.00 Total $452.00 Building Inspector TOWN OF SOUTHOLD--BUILDING DEPARTMENT U Town.Hall Annex 54375 Main Road P. t . Box 1179 Southold,NY 1197 1-09 9 Telephone (631) 765-1 ? Fax(631) 765-9502 OW� i Date Received i APPLICATION FOR BUILDING PERMIT For Office Use Only ; su " aG PERMIT NO. JBuilding Inspector. Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. where the Applicant is not the owner,an Owner's Authorization form(page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:TIMOTHY & SANDRA WANG �rr►n►#1000-884-9 Project Address:1085 GIN LANE , SOUTHOLD, ' , 11971 Phone#:(917) Email:TWANGG @ A,H J'. OM Mailing Address:338 E 67th STREET, APT #3, NY, NY 10005 CONTACT PERSON: Name:AHMAD SARDAR-AFKHAMI Mailing Address:580 JACOBS LAN E, SOUTHOLD , NY 11971 i Phone#:(917) 19-1120 Email.A,H MAD @ ASAR C A . OM :.SIGN PROFESSIONAL INFO MATION.- Name:G R G LLEWELYN, LLEWELYN ENGINEERiNG Mailing Address:01 SHINECOCK HILLS ROAD, SOUTHAMPTON, NY 11968 Phone#:(516) 375-0093Email:LEWELEW@AOL.COM � CONTRACTOR INFORMATION: Name:TI Flailing Address" Phone#: Email: DES 'RIP-nON OF PROPOSED CONSTRUCTION Q New Structure ❑Addition Alteration ❑Repair D Demolition Estimated Cost of Project: D Other 300,000.0} i Will the lot be re-graded C�Yes No Will excess fill be removed from remises? Yes F No Vi g p ................... .............. PROPERTY INFORMATION Existing use of Property: intended use of property: RESIDENTIA L RESIDENTIAL ............... Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? nYes No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Tom Code. APPUCATION IS HEREBY MADE to the Building Department for tho Issuance of a Building Permit pursuant to"Building Zone Ordinate of the Town of Southold,Suffolk.County,New York and other appOcable Uws,Ordinances or Regulations,,for the construction of bullidings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable lam,ordinances,buDding code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):AHMC SAR Agent DOwner Signature of Applicant: Date: 2- STATE OF NEW YORK) SS: COUNTY OF SUFFOLK AH NSA SARDAR being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is theAG E N T (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ................ day of _,'-w------------------------------ 2 0 "I Idol Notary,Public MARIA PRIKAS GANLEY t4otary Public,-Mate of Kew York No.o1PR,50,0.3206 r]k ublic Qualied,in Suffolk,County 20 490 2026 jj� J my cornmiss,son F-vires. Oct, I 'I 1 1111111 11"........t1i III, J A 1 111 �I (............ (Where the applicant is not the owner) TIMOTHY WANU residing 1085 GI N L ANE, S UTHOLD, ICY' ........................... "do hereby authorizeAHMAD SAAR to apply on my behalf to t Town of Southold Building Department for approval as described herein. 0_0,0", nature Date TIMOYHYWANG Print Owner's Name 2 ................. a TM i w �KKa o � J Compliance c;erbficate Ui z �� a MM J1 QI , Project Information Project Title: 1085 GIN LANE Energy Code: 2025 Energy Conservation Construction Code of New York State Location: Southold,New York Construction Type:x Single Family Project Type: Alteration Project Sub Type: None Climate Zone: 4a(5572 HDD) Project No. 1813685 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 1085 Gin Lame Greg Llewellyn Southold,New York 11971 61 Shinnecock Hills Road LLEWELLYN ENGINEERING Southampton,New York 11968 516-375-0093 Lewelew@aol.com Project Nantes: 1686,46 tsslf Report Tine: 1085 GIN LANE Report Date: 3/10/26, 3:36 PM 1 of 12 Envelope Assemblies ............. Prop. Req. Assembly Gross Area or Cavity Cont. U_ U_ Prop. Req. Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling 1st Floor: Flat Ceiling or Scissor Truss Exemption:Framing cavity not exposed. Ceiling 2nd Floor:Flat Ceiling or Scissor Truss Exemption:Framing cavity not exposed. Walls 1st Floor:Wood Frame,16"o.c. Exemption:Framing cavity not exposed. Windows 1st Floor:Vinyl 70 0,270 0.270 19 19 Frame SHGC:0.3 Doors 1st Floor:Glass Door 326 0.270 0.270 88 88 (over 50%glazing) SHGC:0.3 Walls 2nd Floor:Wood — Frame,16"o.c. Exemption:Framing cavity not exposed. Basement Walls:Solid ... Concrete or Masonry Wall height:0.00 Insulation depth:0.00' Insulation position:Integral Insulation Exemption:Framing cavity not exposed. ............ nrlip Or Tr MTN"0"I I The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2025 Energy Conservation Construction Code of New York State requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ............................. Name -Title6 Signatur Date Of .......... 068640 Report Title: 1085 GIN LANE Report Date: 3/10/26, 3:36 PM 2 of 12 o Inspection Checklist Energy Code:2025 Energy Conservation Construction Code of New York State Requirements:0%were addressed directly in the RESCheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Pre-Inspection/Plan Review ................ Nahs Fieid sectio,n W VO4fled riftd &Req.110 Pre-inspection/Plan Review Value, 'Value I Complies? Comments/Assumptions 105.1, Construction drawings and C]Complies 105.2 documentation demonstrate [PR111 enier? code compliar ce for the P m Does Not bui lvfig envelope.Themi,al ply envelopeffi air,barriers,,energy f Not credits,renewable energy, �servable battery storage,sola�,read' F-1 Not c glance systems and energy OMP11an path represented oh, �Vpplicable constrUtion ic documents, AAM/ 105.1, Construction drawings,and Complies 105.2, documentation demonstrate Does Not 403.8 en,"ergy code compliance,four01, Pomply [PR311 lighting and rnectianical IF ,sq,s,tem"s.5ystemsserving Not rnuItiple dvie,111ing units must, Paservable IN d'em.on-strate compliance with F-1 Not the IECC CommercialProvislons. kpplicable ................. r......... 302.1, Heatin and coohn equi ment p Heat I ing: Heating: C]Complies 403.7 per,'ACCA Inuars f3tuthr Btu/hr Does Not [PR2]1 based on,loads c alculated per P ACCA Manua or other,rnethod's f Purply approved by Manual e code:offici at. Cooling. Cooling: Not Btulhr Btu./-r', Paservable Not p plicable Additional Comments/Assumptions -7 1 High Impact Mier 1) 12 Medium Imoact(Tier 2) 3 Low lm22actr Tier 3) Report Title: 1085 GIN LANE Report Date: 3/10/26, 3:36 PM 3 of 12 ilk Foundation Inspection a Field Section, Plns� Martfied Verified Req.,10, Foundation Inspectio,n Value Value Complies?, I ComrOents/Msufflptlons ............ 303.2 Conditioned basement wall C]Complies [F0511 insulation installed per Does Not manufacturer's instructions. Pomply Not Observable Not pp licable es Systems�serving multiple, Compli dwelling units comply with i P Does Not Sections 4.0 C4,03 and C4 of the 0 commercial code. mply PNot 3servable WNot plicable C Heating Systems installed for omplies outdoor heating are radiant Does I P systems controlled by Do Not 0 mply occupancy sensing or timer switch �servable Not 1 3 Not ppli ca ble Snow and ice-melting system Complies con P trols installed to s Does Not hut off 114,,Q19"F`4`�` systeni when pavement m 131,111 ply temperature>50Fa and no 0 f F precipitation or autoniatic Not controls to shut off the system r i, when outdoor temperature> Ppplicable Not 40F. J A protective covering is, 0 Complies 3 2'",",1 30 osed installed to proteCt if , t'' t Does Not exterior ins,olation anTextends a minimum of 6 in.below grade. Po m P ly PNot 3 servable PNot pplicable .......... A A NO#— 402.2.9 Conditioned basement wall r ft Complies See the Envelope� ]ft [F0611 insulated in accordance with .................. Does Not Assemblies table for Table R402.1.3 with insulation Complyvalues de th the minimum of 10 ft below grade or to the basement Not floor. 3servable Not applicable ............ Additional Comments/Assumptions: ............... L 1 � Medium Im pact(11,er 2) (7rier,3) I I High Impact(Tier 1) Report Title: 1085 GIN LANE Report Date: 3/10/26, 3:36 PM 4 of 12 Framing 1 Rough-inn Inspection a � Field Framing Verified " e ° 6 I Vaew a Value C PH s? Co,mmentslAssumptfo,ns a 303.1.3 U-factors of fenestration Complies [FR411 products are determined in t accordance with the NFRC test Goes Not Pomply procedure or taken from the default table, I Not Observable PNot plicable 402.5.1.1 Air barrier and thermal barrier p Com lies [FR2311 installed per manufacturers 1; [does Not instructions. J, Pomply Not servable Not pplicable f 402.5.3 Fenestration that is not site built 0 Complies [FR2011 is listed and labeled as meeting Goes Not AAMA/ DMA/CSA '1011I.S.VA440 or has infiltration Pomply rates per, NFRC,400 that do not Not exceed code limits. 9servable Not icab e 2,5 J, I -rated recessed lighting Complies fixtures sealed at housing/interior finish and P Does Not labeled to indicate_ .0 cfm mply Leakage at 75 Pa. Not Poservable PNot pplicable F � r H lAC piping conveying fluids R �` C]Complies [ 4 above 105 F or chilled fluids 1 J below 55 OF are insulated to>R- ]Goes Not 3. romplyt PNot oservable iNot p)plicable i 4 ` Automatic or gravity dampers 1 Complies are installed on all outdoor air r Goes Not intakes and exhausts for Pomply mechanical ventilation systems. 9Not servable 1 Not applicable Ventilation systems in climate Complies � p3 zone 6 shall utilize heat or " energy recovery with balanced 1� Goes Not � ventilation and a sensible Pomply recovery efficiency(SRE)>= Not 65%at 32 F. 93servable i Not P plicable ............. 403.3.3 Suppl and return ducts in attics � �yrr Complies [FR,12]1 insulated>=R-8 where duct is Goes Not >=3 inches in diameter and >= R-6 where<3 inches. Pomply Not servable I' Not Applicable Report Title: 1085 GIN LANE Report date: 3/10/26, 3:36 PM 5 of 12 Sectlon Plans, Field # Framing/"Iughu-i G Ve,rl fle 'Verified Comments)'As,,,�, Olpt'1005 & Inspection VAJU6 Value complies? U 403.3.6 Ducts,air handlers and filter 1 CJ Complies [FR1311 boxes are sealed with Does Not joints/seams compliant with International Mechanical Code Comply or International Residential Not Code,as applicable. Not PNot pplicable mm 403.4.1 Protection of insulation on HVAC complies [FR2411 piping. Does Not Pomply Not Observable M Not i Xpplicable Complies :'400301 Hot water pipes are insulated to R, R ("F 1 inch of insulation. Does Not pomply f-�Not Observable (�Not Applicable "'025"5 Air-sealed electrical and Complies 4 communication boxes installed Does Not in the thermal boundary of the envelope sealed to limit air Momply Ilea kagebetween conditioned Not and unconditioned spaces. Observable PNot pplicable .......................- . .........J ////........../,/" 0 403.3.1 Duct systems are desiqnand complies [FR12]1 sized in accordance with ACCA Does Not Manual D based on HVAC sizing Pomply calculations in R403.7.Duct systems serving multiple Not dwelling units is sized in Not accordance with ASHRAE " ",/, '' � Handbook of Fundamentals, F, Not p ACCA Manual D or an equivalent Pplicable methodology. /'/';/�"6_............. 403.3 Duct systems are design and ','"C)Complies [FR31]1 sized in accordance with ACCA Does Not er Manual D.Duct,�System. s ,,ving Pomp ly mult'iple dwellin%units is,siized, in accordance h ASH RA Not Handbook of Fundamentals, Wervable ACCA Manual D or an equivalent methodology. Not p plicable .......... 402.1, Glazing U-factor(area-weighted U Complies See the Envelope 402.4.1, average) Does Not Assemblies table for 402-4.3, amply Values 402.6 [FR211 Not Wervable ipNot plicable Additional Comments/Assumptions: .............. 1 Hi, h Impact(Tier 1) Medium Imf act(Tier 2) 3" Low-ImPact Rier"3') Report Title: 1085 GIN LANE Report Date: 3/10/26, 3:36 PM 6 of 12 Insulation Inspection Section Plan's Field # Verified Verifl`ed &FtOq-1'D Value Value 11 Complies? Comments/Assumptions Insulation Inspection -J ............ 303 1,1: All installed insulation is labeled Complies or the installed R-values Does Not f provided. Comply Not 3servable Not applicable ......... 303.2 Wall insulation is installed per Complies [IN4]1 manufacturer's instructions. Does Not Comply f. 9 Not servable PNot pplicable ................ 402.1, Wall insulation R-value.If this is Complies See the Envelope, 402.2.6, a mass wall with at least'1/2 of Assemblies table for Does Not 402.2.7 the wall insulation on the wall 0 Wood 0 Wood values [IN3]1 exterior,the exterior insulation Comply requirement applies(FR10). 0 Mass Q Mass Not El Steel 0 Steel observable PNot plicable 402.2.3, Wood attic knee walls or roof C:)Complies 1402.2.3.1 trusses,separatir conditioned i!P Does Not space ftom uncondItioned attic [IN1411 0 space comply with the mply insulation requirements in Table! Not R402.1.3,Atti-c knee walls,, Paservable contain an air barrier between the conditioned and Not unconditioned space. PPplicable Additional Comments/Assumptions: 1 Hi g h Impact(Tier 1) Medium Impact(Tier 2 3 Low ltrpact(Tier 3) Report Title: 1085 GIN LANE Report Date: 3/10/26, 3:36 PM 7 of 12 Final Inspection Provisions section plan's, # Ver'lifie',d Verified Fteq.10 J F,in:al Inspettion Provis1o,riis 'Value Value C',6mO,,11es? C'Qm,,me,,,i s/Ass,umptio,,ns 303.1.1.1, Ceilin insulation installed per Complies 303.2 manufacturer's instructions. [F12]1 Blown insulation marked every Does Not amply ft2. Not servable PpNot plicable ..........M. � ...................... .............. ..................... .... ... C]Complies 30K3, Manufacturer manuals for [Fl18j'3 mechanical and water heating systems have been provided. Does Not Pomply PNot 0 servable II WNot plicable ....... .4 3.1.1, 111 Keat pump,sup p1ementiary Complies controls to prevent heat cot Does Not supplemental heat when heat, urrip pp can serve POmply, the heating I,oadl i Not Poservable ONot pplicable 4,031' Hot water boilers have 0 Complies automatic outdoor setback Does Not control to lower boiler water temperature based on outdoor l Pomply temperature,indoor Not temperature or water Observable temperature sensing. F�Not 11 ppiicable ............................... 1403.3.6.1 Air handler,leakage designated C3 Complies [F124]1 by rnanuf'aCturer at<=2 Jo of Does Not design air flow. Comply PNot oservable PNot pplicable 403.3.7 Ducts are pressure tested in CD Complies [F127]1 accordance with ft2 Does Not ft2 ANEI/RESNET/ICC 380 or cfm/100 cfm/100 pomply ASTME1554 to determine air leakage,with either:Rolugh-In Not test:Total leakage measured ❑W3servable with a ressu,re differenti'alof 0 Not 1 incp vv,.,g.across the system A inctuding the manufacture',ir S Applicable air er enclosure if installed at time of test. Postconstruction test:Total leakage measured with a, press,I Ure diff Ore ntial of 0.1 in,ch w.q.across the entire system includin the manufacturer's air hah7 er endosure. 403.3.8 Duct tightness test result of Complies [F14]1 <=4 ciprm/100 ft2 across the system or,<=3 cW100 Imo' CfM/100 ft2 CfM/100 ft2 Does Not without air handler(P 2,51:Pa. Pomply 0 uIct tightness 8 dill/10 0 Not ft2 for ducts within thermal Poservable envelope.For rough-in tests, verification may need to occur Not P during Framing Inspection. p plicable 403 5',,a Circulating service hot water 11 Complies .5ystenns,have automatic or Does Not accessible manual corttrols. Damply Not observable Not Applicable Report Title: 1085 GIN LANE Report Date: 3/10/26, 3:36 131M 8 of 12 Section Plans Field Verified Verified &Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions �y 01 00 403.7.1 Electric re sistance heati,nq total Complies [171611 cap,acity,for dwelling up its, Does Not sleeping units and 6ccupanices does Not aservable PNot plicable 402.1, Ceiling insulation R-value. R= R Complies See the Envelope 402.2.1, Assemblies table for 402.2.2, 0 Wood Wood Does Not values 402.2.7 0 Steel Steel pomply [Fll]l Not Wervable ONot pplicable 4031.113 Gas ftreplaces equipped with, 0 Complies 403.111 on demand pilot',intermittent Does Not ninon,.n i,nt e r led i [F1351]3, n't' or jcjPomply 0 %in �repiaceo e e Crnc w 41 Not da t A P. servable Not pplicable 404.1 100%of permanent fixtures Complies [F16]1 have high efficacy lamps. ga Not M, "t PoDoes mply 6Not servable PNot pplicabie .......... IN, Complies 404.1,2 Exterior liahting�ower is below 'b e wattage in Table (FI3511113,; the allowa I Does Not 4, PoR404.1. mply WNot ervable Not "A Pupplicable ................/,/'_ ... ... ..... 7 7 "GOOMMEM/1 ////......... 777 7 4,04-13 Fuel gas lighting systems have 11 " "//,//""/I I� I 1///1 []Complies jjF1j,j3,, no continuous pilot light. . ............... fir Does Not 0 T PV m ply N ot A[ 2 Waservable Not pplicable ............................. 404,12 1 Permanent interior lightin Complies 404"IT s2 hall be controlled with ei?her a I.3 6)3 manual dimmer,occupancy PO Does Not sensor or auto shut off control mply based on occupancy built with Not manual override. Wervable Not pplicable 4043 Exterior lightin >=30 watts Complies shall have the�ollowingV1 ' controls:manual on/off switch with automatic shut-off, P Does Not Comply automatic shut-off in daylight Not hours,and controls that Rservable override automatic shutoff that returns to automatic control Not within 24 hours. PP plicable 04.41 Where renewable energy Complies [3613[F neration equi I meet Istir Does talled.siege Tattestat'10,11 for I Pom ply Not renewable energy credits (R,ECs)or energ attributable, Not ), ocae ciertif (E M's,icates, assitid Rservable �itb the renewable energ used compliance are Not p plicable rovided,'to the code official. PP J,.. ........... Report Title: 1085 GIN LANE Report Date: 3/10/26, 3:36 PM 10 of 12 sec tiOn Plans, Field, Vex ed, Ve' 'rified Req.[' inal Inspection,Provilsions valut* Vallue Cow lies Come en,WASS um-ption s Vente d attics with air Complies t pernmable insulat"on"I I nclude, Does Not badeadjacen�t to sqffit anwd' Pomply eave vents,that extends over insulation. @Not servable Not p plicable 402.5.1.3 Blower door test 50 Pa. ACH 50 NCH 50 F]Complies [F117]1 <=3.0 ACH50 in Smatei Zones Does Not 4-5 and<=2.5 ACH50 in Climate Zones 6. Pomply PNot servable ��Not Applicable 40,27 3' Radiant barriers comply with C3 Complies See the Envelope ASTM C1313/C1313M and are Rf= Assemblies,table for installed in accordance with 0 Wood 0 Wood Comply Does Not values ATM C1743 0 Steel Steel QNot servable PNot pplicable 14 Programmable thermostats Complies installed for control of primary I, heating and cooling systems Does Not Pomply and initially set by manufacturer,to code Not specifications. Qservable PNot pplicable Additional Comments/Assumptions: .................... Hi Impact(Tier 1) IMpact fri 3 Low I E— Medium er 2) 1 11� — I _I—LTpact(Tier3) Report Title: 1085 GIN LANE Report Date: 3/10/26, 3:36 PM 11 of 12 VAN 2025 Energy Conservat'l ............ on Construction of New York State iency Energy Certificate Insulation Rat!�4 I lue Above-Grade Wall 0.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling/Roof 0.00 Ductwork(unconditioned spaces): Glass . r a s Window 0.27 0.30 Door 0.27 0.30 Skylight 0.00 IlHeating . . �'11 k ent, Efficil'OnCy' Heating System: Cooling System: Water Heater: Name: Date: Comments: Report Title: 1085 GIN LANE Report Date: 3/10/26, 3:36 PM 12 of 12 S.C.T.M. NO. DISTRICT: 1000 SEC71ON:88 BLOCK:4 LOT(S):9 MIDWAY LOT 17 c LOT 32 ( S2'05 50"E OIL 12S.00 ON, owiiIo .1 7.t MINIM U.P. SAKE 'VINYL FEIZE 0 2 ,.. 9.9 ® �` -{.- *„ "'"' ..fi. �n ►tea r. LP 1 �y "w k SEPTIC -. ..,, S�T.� P crw PO D n m ° rn u f 59° 3110 LOT 16 LOT 33 360 PINE t ISCREM Pun � WATER LINE o 39J 41.Q` 45.9' LP GAS .-- Ln .. v .{a, t�l 35 C7 m 35` C� GEN. FC r" 0.YN 0.t'W ' �r on 6�VINYL OWN 125.00E STK. ra s2 oS s0 vc� LOT 15 1 LOT 34 MAX GROSS FLOOR AREA: ZONED R-40 2100+(12.5%x7500)=3037 S.F. NON—CONFORMING LOT FRONT: 35' LOT COVERAGE (20% MAX) SIDE: 10'MIN, 25' TOTAL REAR: 35' DWELLING /COVERED PORCH: 3143 S.F. SHED: 104 S.F, 3247 S.F. or 18.55% THE WA TER SUPPLY, KULS� DRYKUS AND CESSPOOL UPDATE 06-06-25 LOCA 7TONS SHOWN ARE FROM FIELD OBSERVA 7IONS AND OR DATA 06TAINED FROM 07HERS AREA:17,500.00 SQ.FT. or 0.40 ACRES ELEVAnON DATUM, NAVD88 UNAUTHORIZED AL TERA 77G V OR ADDI77ON TO THIS SURVEY IS A WOILA 77CVV OF SEC7ION 7209 OF THE NEW YORK STA TE EDUCA 7701V LA W COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND S URVEM S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICA 7FD HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY. GOVERNMENTAL AGENCY AND LENDING IN577IU710M LISTED HEREON, AND TO THE ASS7&VEES OF THE LENDING INS7177J7701V, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS''OR DIMENSIONS%fOW HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT IN7ENDED 70 MONUMENT 7NE PROPS?TY LINES OR TO GUIDE THE EREC7ICNV OF FENCES,ADDITKXVAL STRUCTURES OR AND 07HER IMPROVEMENT& EASEMENTS AND/OR SUBSURFACE S7RUC1RiES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYMCALLY EWDEWT ON THE PREMISES AT 7HE 77ME Or SURWY SURVEY OR LOT 16 CERTIFIED TO: TIMOTHY WANG AS TRUSTEE N MAP oF•BAY HAVEN 1�,' OF MIND HSIEN WAND fRREVOCABLE EDUCATION TRUST, ' y„e, FIRST AMERICAN TMI INSURANCE COMPANY; FILED:JAN. 22 1959 No. 2910 'SPANO ABSTRACT SERVICE CORP; 0P51851—S SITUATED AT:BAYVIEIN TOWN OF.-SOUTHOLD SUFFOLK COUNTY, NEW YORi'C 01 ��' a KRA Tj D C P"fessional Lend Swrveyi�ng and Design d% P.O. Box 153 Aquebogue, New York 11931 �' Af FlLE,#223-1 1 1 SCALE;1"=20' DATE-.AUG. 14. 2023 i� w PHONE(631)298-1688 FAX(881) 298-1588 N.Y.S. LISC. NO. 0,50882 PROPERTY LOCATION: REF LOT REFERENCE STANDARDS -eSE6� ALL INFORMATION AND SPECIFICATIONS SHOWN VNHITIN TH 1085 E5E DOCUMENTS REFLECT5 NORMAL VACANT 5 3 7°54' 10" W LOT 3 3 140,00' LOT 34 GIN LN BUILDING PRACTICES AND REFERENCES THE FOLLOWING PUBLICATIONS •BUILDING CODE OF NEW YORK STATE 2025 - - 502 SOUTHOLD , NY 11971 � GVYNIL FENCE •RESIDENTIAL CODE OF NEW YORK STATE 2025 ' z� _ •FIRE CODE OF NEW YORK STATE 2025 m - - •AMERICAN FOREST AND PAPER A550CIATION WOOD FRAME CONSTRUCTION Q 8.0 L P C\lo o L�oo TOWN OF 5OUTHOLD MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2024 WFCM I NJJ �? GEOGRAPHIC TABLE DESIGN REQUIREMENTS FOR COMMERCIAL AND RESIDENTIAL PERMITS �(�� LEGEND: •ENERGY CONSERVATION CONSTRUCTION CODE 2024 LCn a �, LL, Ln 2020 NYS UNIFORM CODE •ASCE 7-1 6 CV - m G\ _ G� - ENERGY CONSERVATION CONSTRUCTION CODE TABLE R301.2(I)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD AIR MEAN THE FOLLOWING SHOWS COMPLIANCE WITH ECCCNY5 REQUIREMENTS ON A w L.P. I PATIO I N z LOAD I SNOW SPEED TOPOGRAPHIC 5PECIALWIND WIND-BORN DEBRIS DESIGN WEATHERING FROST uNE TERMITE DESIGN BARRIER HAZARDS FREEZING ANNUAL EXISTING WALL TO REMAIN CATEGORY TEMP REQUIRED INDEX TEMP COMPONENT PERFORMANCE APPROACH(AS PER IECCCNY5 SECT.402.1 t SECT.502.I U _ (MPH) EFFECTS REGION ZONE DEPTH EACH OF THE FOLLOWING CONSTRUCTION METHODS ARE ACCEPTABLE AS PER tW I 3.4\ I w o 30 NO NO MILE FROM COAST AND B SEVERE BOF 3 MOD TO SEE YES CALL THE PLANS 599 51"F 2 THESE REQUIREMENT5 AND ALL OF THE BUILDING COMPONENTS PRESCRIBED r i o \o z 20 VULr FIRE 15 AND FT BFG HEAVY BELOW EXAMINERS OFFICE OIJ THE PLANS COINCIDE WITH EACH OF THESE MIETHODS. Llu - _ �o w G.6' 40.4' III� EXISTING WALL To BE REMOVED ciz Lu N a w 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD U w Q MANUAL CRITERIA REQUIRED IN SUBMITTED CALCULATIONS STUDS @ I G"O.C,, I/2"GYP. BD., 3 I/2 BUILDING PLAN REVIEW NOTE M ,No. IU - m 8.a' FRAME,No. I085 ELEVATION LAST WINTER SUMMER ALTITUDE INDOOR DE51GN HEATING TEMPERATURE FIBER GLASS INSULATION WITH VAPOR \ Ln HEATING COOLING CORRECTION DE51GN TEMPERATURE DIFFERENCE FFL=14.2 3.3 GATE m FACTOR TEMP COOLING BARRIER(R-13) BETWEEN WOOD STUDS GATE \\ ;� m o z I/2"EXTERIOR PLYWOOD SHEATING, BUILDING A TOWN OF 5OUTHOLD O z m \ I STORY {- 108 FT 41° N 15°F 86°F I.00 70°IF75°F z N\GARAGE 8.5 0 \ FRAME Q COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 4 PAPER AND VINYL SIDING FINISHED. BUILDING PLANS EXAMINER hA5 REVIEWED W z� � I z l DIFFERENCE HEATING COOLING NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL THI5 DOCUMENT FOR MINIMUM ACCEPTABLE PLAN 5UBMITTAL o N � I I° Fr 5 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @50%Ri PARTITION CONSISTING OF 2'x 4"WOOD REQUIREMENTS OF THE TOWN OF 50U7HOLD A5 W Zz s - STONE PATIO N\\ ` .� o STUDS WITH TOP AND BOTTOM WOOD SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF _ I3.1 171 I r - - - - -' 34.G' _ RUNNERS AND ONE LAYER OF 5/8"THICK NEW YORK. TH15 REVIEW DOES NOT GUTARANTEE COMPLIANCE WITH O - - EONc. _ _ J ; , N GYPSUM BOARD ON EACH SIDE. THAT CODE. THAT R15PON51BILITY 15 GUARANTEED UNDER THE ' I W �� BSA CAL#301-60-5M SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED ► N ��9 Ln CM HARDWIRED SMOKE DETECTOR AND CARBON PROFE5510NAL OF RECORD. THAT SEAL AND SIGNATURE IS }- Z �� 5D MONOXIDE DETECTING DEVICE. INTERPRETED A5 AN ATEESTATION THAT TO THE BEST OF THE Q cv 0 LOT 16 1 s 75 CFM MH EXHAUST FAN LICENSE'S BELIEF AND INFORMATION THE WORK IN THE o \. nn ®DOCUMENT: (WHERE IS REQUIRED) � I I I \ �N a- N ,� SITE INFORMATION 15 ACCURATE, 1 40.00 K z J I \` o EXISTING DOOR _ PREMISES: 1085 GIN LN, SOUTHOLD, NY 11971 CLASS: ONE FAMILY YEAR ROUND RESIDENCE - CONFORM5 WITH GOVERNING CODES APPLICABLE AT THE - - - - - - - TIME OF 5UBMI5510N, 1 40.00' ° TAX MAP : 1000 - 88. -4 -9 TIDAL WET LANDS: NO - CONFORMS WITH REASONABLE 5TANIDARD5 OF PRACTICE N 3 7 54' I O'I EU P LOT AREA: 17,500 S.F. SECONDARY ZONE: NO NEW DOOR AND WITH VIEW TO THE 5AFEGUARDII`gG OF THE HEALTH, t�-U P I LAND USE : MEDIUM DENSITY RESIDENTIAL- I FAMILY FRESH WATER WETLANDS: NO PROPERTY WELFARE, ZONE : R-40 COASTAL EROSION HAZ.: NO REVISIONS - 15 THE RE5PON51BILITY OF THE LICEI`NSEE. ACREAGE : 0.39 rl-: m G� J J GIN LANE w ALLOWED EXISTING PROP05ED ILL W I SITE I N FOIZMATI ON4 LOT AREA 40,000 5.F. 17,500 S.F. NO CHANGE ZONING : AREA OF DWELLING 3, 143 5.F. 3, 143 S.F. RESIDENTIAL BUILDING DWELLINGS W/PUBLIC WATER AREA OF POOL/SPA # 52373 357 5.F. ADDRESS: 1085 GIN LN, 5OUTHOLD, NY 1197 I TOTAL 3,500 S.F. EXISTING PLOT 1= LA N LOT COVERAGE 20 % or 3,500 S.F. 3,143 5.F. 20 % OR 3,500 5.F. TAX MAP : 1000-88.-4-9 AREA: 17,500 S.F. 0,39 AC. SCALE: NTS LOT WIDTH 150' 140' No CHANGE L LE W E LLY N ENGINEERING NOTE: LOT DEPTH 175' 125' NO CHANGE GREG LLEWELLYN PLANS FILED FOR: NEW POOL F RONT YARD 50' 15.7' NO CHANGE 61 SHINNECOCK HILLS ROAD 31'2"X 103" SEPARATED APPLICATION PRIMARY FRONT YARD 50' 41' NO CHANGE SOUTHAMPTON, NY, 11968 INTERIOR ALTERATIONS OF AN EXISTING BUILDING LOT 32 # 52373 SECONDARY FRONT YARD 35 NO CHANGE NO CHANGE IN USE, OCCUPANCY IOR EXIT5. VACANT S 37054' 10" W LOT 33 140,00' ILOT_34 SIDE YARD 15' 13. 1' NO CHANGE (516) 375-0093 SCOPE OF WORK: BOTH 51DEYARD 35' 13. 1' + 34.G' NO CHANGE Lewelew@aol.Com G'VYNIL FENCE pool set back z� PLANS FILED FOR INTERIOR ALTERATIONS OF AN EXISTING BUILDING L P NEW STONE PATIO o moo p REAR YARD 50' 45.9' , 35.9' NO CHANGE UNFINISHED BASEMENT: NO CHANGE Lt� I W w BUILDING HEIGHT 35/25 201711 NO CHANGE CV m NEW POOL �, NUMBER STORIES 2 1/2 1 .5 STY NO CHANGE FIK5T FLOOR: CONVER51ON FRONT SCREEN PORCH IN TO LIVING AREA, - 31'2'X103' -- KITCHEN RELOCATION, REDE51GN LIVING AND DINING TO OPEN SPACE ST SEPARATED APPLICATION EXTERIOR STEPS AND PATIO REDESIGN, 301l0" ULJ FROP051D POOL (SEPARATE APPLICATION) I z L.P. uw NEWSTEP9 CD FLOOR: NO CHANGE Z 0 \o PARTIAL REPLACEMENT OF ROOF J m DRAWING NAME: pG LO w 6.6' 40.4' Nuj W XIN LW- 13° 3" 3" Q --- jt PLOT PLAN 2 STORY\ .., �, D FZAVW I N G LISTLn m 8.4 FRAME,No. 1085 ROOF ! FFL= 4.2 = GATE U15TING PRIMARY BATHROOM f - ` GATE •:,. SITE INFORMATION ZO-100,00 COVER SHEET, PLOT PLAN, SITE INFORMATION, PAGE I 0 \\ - ieH4?jiF; ;l „I,I�..I,,, 0= I - p ;R J z \ 0 °4:::::i r•t:,t'•t:::::::< STORY I PLUMBING DIAGRMA N GARAGE 18.5 a II FRAME � O ,2 ,,,c w GF=13.I `•.!'�:`. �� z � B4HTIfO L T '' SI LOWER i S fFFN DATE: Q - ::: :?''.ir's't SINK <.i SECOND FLOOR 3 A-100.00 EXISTING BASEMENIT PAGE 2 - GPA55 AREA I'?`•:."`??}jy\\3 ` A-101.00 EXISTING 1ST FL00)R PAGE 3 - 13.I 34.6' - - BAm z _ 17.I' LAUNDRY ROOM BATH I _ I - KITC IEN RED5IGNED BATH !t A A-102.00 EXISTING SECOND I'LOOR PAGE 4 O J °� lO - , - - - T I` - T _ I 2 I2 - 1 -z_ -I SCREEN FRONT PORCH AREA LL, \F- I _ I Ir' 12^ I Ir Ir' ;"i I <"N A-103,00 EXISTING ROOF PLAIN PAGE 5 Ln N TO BE INCLUDED IN TO LIVING SPACE I Fy tl I o �Q I O w w ( _ \�j WASHER z'" I42� TO L�T TO L�T DW I s TOIL T p/Q c P CV `4 n[ `�`S o� SIN BATHT BIINK BATHT'6142' INK 2SINK I SHOWER 2, SINK SS�ON A-104,00 EXISTING ELEVATIO��S PAGE G 'CC m W w , FIRST FLOOR 2" 1 m oz LOT I6 ~ \ �� 33 3 Q A-105.00 EXISTING ELEVATION\ PAGE 7 DRAW I G N o: C GRA55 AREA w A-I OG.00 PROPOSED BA5EMffNT PAGE 8 w I \ 140.00' 'u N A-107.00 PROPOSED 15T FLOOR PAGE 9 z w A-108.00 PROPOSED SECOND FLOOR PAGE 10 1 40.00' N 37054' 10" E I �U P BASEMENT • 00 A-109.00 PROPOSED ROOF PLAAN PAGE I I �(7-U p DATE: PAGE No: A-110,00 PROPOSED ELEVATIONS PAGE 12 - - - - ED o7 PAV M� ENT - - ',"Ot WATER L1NE 01/2 3/2 0 2 6 1 O F 19 A-I I I.00 PROPOSED ELEVATIONS PAGE 13 i ,��oLOWA,ER�NE ° TO SEPTIC SYSTEM BASEMENT DOB STAMP A-112.00 SKY PLANE DIAGRAM PAGE 14 W w GIN LANE W U-i A-1 13,00 BUILDING 5ECTION5, DETAILS PAGE 15 N-100.00 GENERAL NOTES PAGE IG N-101.00 GENERAL NOTES PAGE 17 DWELLINGS W/PUBLIC WATER N-102.00 GENERAL NOTES PAGE 18 N-103.00 GENERAL NOTES PAGE 19 F RO FOS E D F LOT FLAN F LU M B 1 N G DIAGRAM DOB APPLICATION #: SCALE: NTS SCALE: NT5 PROPERTY LOCATION: 1085 G I N LN SOUTHOLD , NY 11971 LEGEND: I EXISTING WALL TO REMAIN 2 EXISTING WALL TO BE REMOVED 3 NEW EXTERIOR WALL CON515TING 2 x 4 WOOD 5TUD5 @ I G"O.C., 1/2"GYP. BD., 3 1/2 r--------------------------------------------- FIBER GLA55 INSULATION WITH VAPOR �\ BARRIER(R-13) BETWEEN WOOD STUDS r------------------------------------- 1/2"EXTERIOR PLYWOOD 5HEATING, BUILDING I I 1 1 4 PAPER AND VINYL 51DING FINISHED. I I i I NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL 1 I I I I 1 I 1 I 1 1 I I 1 I PARTITION CON515TING OF 2'X 4"WOOD STUDS WITH TOP AND BOTTOM WOOD CRAWL SPACE RUNNER5 AND ONE LAYER OF 5/5"THICK GYPSUM BOARD ON EACH SIDE. 1 I 1 1 55A CAL# 301-GO-5M G I'-I" HARDWIRED SMOKE DETECTOR AND CARBON '17'-1'1" 2'-G" 20'-2" 2'-G" 2'-311 3'-5" 12'-4" 5�O MONOXIDE DETECTING DEVICE, 1 I I I I 1 1 I I I 1 I I 1 1 I ® 75 CfM MH EXHAUST FAN I 1 I I (WHERE 15 REQUIRED) r----------------------- 1 I I N sue- ELE(CTRIC EXISTING DOOR 1 I 1 1 1 1 1 a- ; ; A"��, PA NEL ( 1 I 1 1 I I I � I I I I I I I I 1 I 1 I 1 I I I 1 I , i L__L_-I__J__1__L__i_ NEW DOOR 1 1 CJ O 1 1 I CD InBOILER REVISIONS I I ll7 O I 1 � I 1 � 1 I X , , N I MEAM 3 (2X 10) -------------------------- o HT. TO [BEAM G'10" ©J \ I I ,, ----------------------- 1 HT. TO F.J. 7'G" ---------------------------J ELECTRIC HWT 63 o _ _ ' I ' 1 I , 1 ' 8 N LLEWELLYN ENGINEERING GREG LLEWELLYN Ln 61 SHINNECOCK HILLS ROAD 1 , ' 1 W/BEAM 3 (2X 10) SOUTHAMPTON , NY, 11968 1 , ' I m I , I , (516) 375-0093 Lewelew@aol.com UNEXCAVATED 1 ' ----- ------------------------------------------------, 1 OIL TANK - W/BEAM 3 (2X 10) DRAWING NAME: ' EXISTING BASEMENT I I I I I I I 1 1 I 1 1 1 I I 1 1 1 1 I I 1 I I I I I 1 1 1 1 I 1 1 I 1 1 I I I 1 I 1 1 I 1 I I 1 I I I ------------------------------------------------------------------ , I I L-- -------------------------------------------------------------------------- ------------------ DATE ST i_ 13'-101, I 32'-1 1" I 14'-4" Z V^ -ar - AAA 0681646 �FESS►ON \ DRAWING,/No: EX115TI NG BASEMENT 1 , 20G S - F. A - 100000 SCALE 11411 = 1 '-011 DATE: PAGE No: 01/23/2026 2 OF 19 DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN 811 21'-5" 8" 69'-6" 811 8 2 I'-8 5' 9'-I1 5 3-9" 6'-I I" 5 16'-8' 14'-10" 5" 2'-I" 5 _ 12'-10" 8" SOUTHOLD , NY 11971 9'-IIII 1_O�� QI_OII.5111911 2_2 - 2_ 3_3 - _ I _ _ _4II _ - _2 / I34 (311 LEGEND: REMOVAL NOTES _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING WALL TO REMAIN I I 2 R1. COORDINATE EXACT EXTENT OF ALL REMOVALS AND MODIFICATIONS WITH REQUIREMENTS OF NEW CONSTRUCTION. DIMENSIONED REMOVALS ARE FOR I 8" 1 2'-411 8" GENERAL INFORNOATION PURPOSES ONLY.COORDINATE EXACT EXTENT OF REMOVALS I 8"6" 1 1'-411 Gill8" I AND MODIFICATIIONS WITH NEW CONSTRUCTION. REFER TO FLOOR PLANS FOR _ _ — _ — _ — EXISTING WALL TO BE REMOVED ADDITIONAL INFORMATION. r .. F3TI I ----------------------------*------------ i R2. ALL EXISTING CO INSTRUCTIONS TO REMAIN,AS INDICATED,FLOOR AND CEILING I I NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD SURFACES DAMAGED DURING REMOVALS ARE TO BE REPAIRED SUCH THAT REMAINING , W= I I'l 50 R3 , STUDS @ I G"O.C., 1/2"GYP, BD., 3 112 SURFACES ARE SPVIOOTH AND FLUSH WITH SURROUNDING MATERIALS AND ARE READY _ _ _ _ _ 62.33 S,F. FIBER GLASS INSULATION WITH VAPOR FOR APPLICATION OF REQUIRED FINISHES. PROVIDE NEW MATERIALS TO MATCH 3m �o I BARRIER(R-13) BETWEEN WOOD STUDS EXISTING ADJACENT MATERIALS AND FINISHES AS REQUIRED TO MATCH EXISTING = — — — — — — — — * — — — — — — — — ' - I/2 EXTERIOR PLYWOOD 5HEATING, BUILDING CONSTRUCTION. 4 PAPER AND VINYL SIDING FINISHED. R3. REMOVE ALL DISCONTINUED OR NON-FUNCTIONING WIRE,TELEPHONE AND DATA PATIO NEW NON FIRE RATED COMBUSTIBLE DRYWALL COMMUNICATIOINS CABLING COMPLETE. III ' �� I I i. ; o SLOPE CEILING SLOPE CEILING III ' ; I \ PARTITION CONSISTING OF 2'X 4"WOOD I ; '; I Ill TO 80 , I I 0 TO 80 , I�_ ; t STUDS WITH TOP AND BOTTOM WOOD r I ; �N r-------� i r-------� I II 'Xcri i I REMOVAL KEYED NOTES i I ; ; I 111 I�� ; I RUNNERS AND ONE LAYER OF 5/8"THICK GYPSUM BOARD ON EACH SIDE. R1 REMOVE EXISTING DOOR AND FRAME COMPLETE. I — I �_______j ; L------- I it I I 55A CAL#301-60-5M ' _ I „�o� �; SUN�OOM �� I ; I M HARDWIRED SMOKE DETECTOR AND CARBON R2 REMOVE EXISTING INTERIOR NON BEARING PARTITIONS COMPLETE,AS SHOWN IN I I - ' ' �D O MONOXIDE DETECTING DEVICE. 1 OUTDOOR o N, , ' -----------A- ------------ 1 -- �1 1 I41, hl I--------------------------------------------------------------------------------------------------- PLANS. INCLUDED BUT NOT LIMITED TO BASE TRIMS DOOR FRAMES ELECTRICAL ,------------ ----I--------- ----------------------------- 1 I �� , SHOWER m =; ; i ' I ® 75 CFM MH EXHAUST FAN ' W= 2'2"X 3'9" I I I ' —I W= 9'I I"X 5'2" O W=3'4"X 5'2° (WHERE 15 REQUIRED) CONDUITS. ' I „ , 1 1 R3> - I I , R6 2 R3 R6 1 , R3 REMOVE EXISTING WINDOW AND FRAME COMPLETE. I 8.12 S.F, � , I 51,23 S.P. 17.22 S.F. , ' — — —, r — — — — — — — — — — — — -- - - _REMOVE EXISTING FINISH FLOOR, DOWN TO EXISTING SUB-FLOOR W=3'2"X 5'2" 7' ' — — - � �� —I— — — r — — — ; I6.365.P I I I I I I I x(,; �+ „_ I I DW. 1 EXISTING DOOR REMOVE EXISTING INTERIOR BEARING PARTITIONS COMPLETE,AS SHOWN IN ninl �3 , N w I I I _ I I I I I , , , PLANS. INCLUDED BUT NOT LIMITED TO BASE TRIMS DOOR FRAMES ELECTRICAL ' N �h ' ' 5D-Co z °L I — — — — el''__ —=J_ — L CL. 1 I CONDUITS. PROIPOSE STRUCTURAL DESIGN T6 SUPP6RT THE EXISTING BEAMS. if SMALL SHORE EXISTING STRUCTURE PRIOR REMOVE THE WALLS. — — ------------ CONTRACTOR I I I 2 sD — , : `5KIL Ra I I�I� ; ; ; co NEW DOOR R6 REMOVE EXISTING EXTERIOR WALL SELECTIVELY AS SHOWN ON PLANS. i m 0 BATH. t u� w I > _ _ I I BEDROOM ' SHORE UP EXISTING STRUCTURE W/TEMPORARY SUPPORTS PRIOR TO REMOVAL OF WALL. ,< �, 3535 S.F. � a I ; PROVIDE TEMPORARY HEADERS AS REQUIRED AS REQUIRED TO PROPERLY SUPPORT STRUCTURE. ; o m CEILING 8'0"��_ I J ��I`J 'I III , R4 147.56 S.F. i p REVISIONS co BEDROOM HALLWAY — — — — — — � CEILING 80- - - - - u 0 •� , w "1 rr 1 d u tl ' r--------1 125.91 5.F, 47.66 S.F. �o�T ( ` i m z I I J I _ _ I ; ; N CEILING 8'0" CEILING 8'0" �i > I I I I I ; Ln ' \ 15LAh�D I I I I SKL ' xu ' W=7711 X 51211 m� — L _� _ _ I I I I I ; 1 ; F.P, mN hL 39.185.F. �. ' Ncm — _ _ � �- — — — — — — — — -U ------ — — — — — EO q ; �O�`< Jy�O L-------J s 12'2"X 3'2" PANTRY Li KI h NL, 6.86 5.F. 46.58 5.F. CEILING 8'0" LIVING ROOM co - ---------------------------- ti°+� CEILING 8'0" 332.63 S.F. 1 1 � s�o X o --------- BATH. , CEILING 8'0" ' ' +��, cn WA51ER ; -i--, — — — 1 — — T — — — CL. CEILING &0" i LAUNDRY ROOM =____ �C O ET , I R2 , I I I , , _______ ° 20I .05.F. ,I � _ _ j , L..L W LLYN ENGINEERING CEILING 8'0" DRYER i; — —I I R4 I HALLWAY 5° G R E G L L E W E L LYN Nxp —I ------- �;1 i .91 - - - - - i��. 22 . o 1 CEILING 60" ` N- - O m 61 SHINNECOCK HILLS R OAD R2 HALLWAY CL05ET 182.66 S.F. R2 R1 ------- _ — . -----50.905.F. 42.75 S.F. CEILING 80 _ — _ _ _ _ _ _ _ BATH. X DINING AREA o SOUTHAMPTON , NY, 11968 CEILING 8'0" CEILING 80" 52.555.F, D 2-1 is -(o , CEILING 80" � 51.23 5.F.ENTRY 516) 375-0093 1 1 5D _ _ _ - - - 5CREEN PORCH - - — — — — — —(V • . . ewelew@aol.com0 I-P FS R2 t I I t 2 CEILING 7'9" CL• (V CV fT O —rE] -------------- 27.98 S.P. I t / R1 ��a I La \\ ' I ----- --- ----- N I - - cn = -J I chin , m N (f') I ' ' ; - - - - - - - - — T -- - - - =1====s'====J� R3IIII —� ' _ I I II f I I II I 1 I 1 1 — -- — — — — - — GARAGE I FAMILY ROOM � — — — — — — — — — — — — - - - - - - - - - - N ' 392 S.F. ; 319.46 S.F. t , ; II BEDROOM _ DRAWING NAME: CEILING 8'10" CEILING 8'0" I I II 222 5.F. _ x L Ln� I I II CEILING 80" ' I i x6 N If N i cvCZ) i o0 1 I I I II 1 — `" ' STONE PATIO ' I; EXISTING FIRST FLOOR I 1 I I I I I I i 1 I 1 1 I - - — - - - - - - - - - - - - - - - - - - - - - - ' - - - -'L- - - - I - ST E. : DATE: cn i W= 5'13 X 5'2" W=5'13 X 5'2" 1 I 1 W= .72 X 1. ' OF NEwr DOOR 16'X7'0" 30.13 S.F. 30.13 S.F. ' I ' , , 32.72 S.P. , c = I I I I I 0 , 1P �tj,N ((l.�C/,p� L---- ------------ ----------------------------------------------------- -------------------------------------------------------------------------------------- — — — --------------------------------------------------------------- L J r% 068646 8" 10" 2'-0" I 16'-011 21_011 1011 2'-5" 5'-1 011 4'-1 I" 5'-1 011 21_511 31_011 51_511 31_011 41-011 2'-0" 9" 9'-1 111 21_ 11 41_(`11 /I_411 41_(`11 5, �FESSI�N��" �g I 21'-8" 15'1 21'-51 1 9 I'-7" 1 1'-511 J -I 'I- / 20'-111 b �111 tJ 151-411 rJ 1 v8" 1 I I8"� DRAWING . EXISTING FIRST FLOOR: 2 , 543 S . F. 000 GARAGE: 392 5 . F. DATE:; PAGE No: 5UNROOM : 14 I 5. F. 01/23/2026 3 OF 19 SCREEN PORCH : 14G S. F. SCALE 114 = I '-0" DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOL_D , NY 11971 LEGEND: I EXISTING WALL TO REMAIN 2 2'-I" I G'-9" 40'-5" 2 2'-0" 201-I" 2'-0" 14'-9" 2'-0" 6'-10" 6'-10" 2'-0" 38'-5" 2'-0" - EXISTING WALL TO BE REMOVED - - - - - - - -71 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 N CV --------------------- 71 FIBER GLASS INSULATION WITH VAPOR I I BARRIER(R-13) BETWEEN WOOD STUDS ' 112" EXTERIOR PLYWOOD SHEATING, BUILDING � 4 PAPER AND VINYL SIDING FINISHED. ' I NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL I 1 o PARTITION CONSISTING OF 2'X 4"WOOD STUDS WITH TOP AND BOTTOM WOOD 1 1 QD RUNNERS AND ONE LAYER OF 5/8"THICK 5 KL o 5 KL GYPSUM BOARD ON EACH SIDE. BSA CAL#301-GO-SM ' CM HARDWIRED SMOKE DETECTOR AND CARBON 5D MONOXIDE DETECTING DEVICE. I I I I I 1 I 1 1 I ® 75 CFM MH EXHAUST FAN \ N (WHERE IS REQUIRED) L---------------------- ------------------------T------_----_---_---_---------•-------_-__--_-_----------------------------_--------------------------------------------------------�-T/ EXISTING DOOR IT N N rJ KL I I / NEW DOOR REVISIONS I rA I II I II 11 I II II I II I I II 2-0 5-9 8 3-7 5 8-8II 5 I 14-2 I 11 II II 11 I II I 11 I II I II 11 I II 11 — 2-0 5-9 8 3-7 5 1 -5 5-10 I -5 2-7 '8 10-1 1 8 I 1 PITCH II 5KL '� 177/71 / 1 -----i-1-------------------------------- CV (V N CV PITCH RIDGE 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' 1 W= 5'10"X 3'9" _ C L. _ ' /P� ' 21.87 S.F. ,I \ \R� `1 LLEWELLYN ENGINEER INGm SLOPECEILINGI o 81011 TO 41511 15 GREG LLEWELLYN II 1 I \ 1 1 I' I so ; sT PITCH ' 61 SHINNECOCK HILLS R' OAD I 1 11 I +S 1 O P\, 1 SO�UTHAMPTON NY 11968 N 7 7 LnII CL. 11�1 I I \ r----------------------------------------- 1 — 1� ' (516) 375-0093 — r-----------1 1 ' 1 SKL Lewelew aol.com II 1 I I ' I \ ; , , II I 1 I � 1 1 I \ , I 1 Lu > QD C-D 1 cy O Cn N 1 I I I \ I I 1 II 1 I ` -----------------------------------------------------------L---------------------- i 0 N o Ln ----- UNFINISHED ATTIC N � PRIMARY BEDROOM , , �. PRIMARY 43G.38 S.F. BATH I 1 1 b 1 1 I I 1 ;III CEILING 8'0" 77.02 S.F. CL. CEILING 8'0" DRAWING NAME: I 5 KLCL 0.; o�� I % o EXISTING SECOND FLOOR PITCH G� 1 I 1 I I I I V 1 SLOP 51011 TO 1 101' (J I 1 I I I 1 i I I 1 1 , I , __ Q" PITCH W= I'10"X3 9" -------------------L- �` 5'1 II ' ----------------------------------------------------- W= I'10"X3,3" X3'✓ STA . /E. : DATE: 0 0 0 0 G.87 S.F. 21.8 f S.F. G.87 S.F. b CV N N N `� , ,' I 1 N ��------------------------- '--------------------------- a �1E{y y I 2'-0" I I'-7" 18"I T-9" 5�j 2'-2" I'-10" 1 51-I" 1 51-10" 1 '� 4'-7" I I'-10" I I'-5" 18"1 10'-G" 1 2'-0" I II II I 11 1 I II II I II I II 1 , W I 0-0 f5 G 15-0 I 7-10 181 10-G 1 2-0 1 r*+ .� J �., I 1 2'-0" i 44'-10" 1 2'-0" 068646 1 2'-0"_1 44'-10" I 2'-011-I 211-711 i 2'-011 21-011-! ��FES510N��' "I I_ 48'-10" 1 21'-711 1 2GI-GII DRAWING o. 102000 EXISTING SECOND FLOOK DATE: PAGE No: S . F. 01/23/2026 4 OF 19 SCALE 114" = 1 '-0" DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 LEGEND: I EX15TING WALL TO REMAIN 2 2'-1" 10-911 17'-8" 40'-5" T - - - 2'-0" 201-I" 2'-0" 14'-9" 2'-O" 6'-10" 6'-i 0" 2'-0" 38'-5° - - - - 2-0 - - - EXISTING WALL TO BE REMOVED 3 NEW EXTERIOR WALL CON515TING 2 x 4 WOOD KEEP ROOF AREA KEEP ROOF AREA STUDS @ I G'O.C., 1/2"GYP. BD., 3 1/2 r---------------------------------------------I FIBER GLA55 IN5ULATION WITH VAPOR 71 I 1 BARRIER(R-13) BETWEEN WOOD STUDS I x = I I/2"EXTERIOR PLYWOOD 5HEATING, BUILDING F-Al PAPER AND VINYL 5IDING FINI5HED. `r d- NEW NON PIKE RATED(COMBUSTIBLE) DRYWALL PARTITION CON515TING OF 2'X 4"WOOD STUDS WITH TOP AND BOTTOM WOOD W RUNNER5 AND ONE LAYER Of 5/5"THICK S KL r S KL GYPSUM BOARD ON EACH 51DE. R/ BSA CAL#301-GO-5M cmo HARDWIRED 5MOKE DETECTOR AND CARBON 5D MONOXIDE DETECTING DEVICE. 1 I SD I I I I o \ / b 75 CPM MH EXHAU5T FAN ,' N ® (WHERE 15 REQUIRED) X\ ----------------------------------------- ----------�L---------------------- --------------------- -T------------------------------------------------------------------------------------------------------------------------------------- KEEP ROOF AREA ,'' EX15TING DOOR rr- \ i ' ,' � NEW DOOR SKL �� CHIMNEY TO BE RAISED ' REVISIONS AS REQUIRED IF I PITCH `J' KL it I I N ' --- -�------------------------------- ------`- ----------------------------------------------------------------- --------------7' RIDGE 1 i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -< i ROOF TO BE RAISED `cF I LLEWELLYN ENGINEERING W GREG LLEWELLYN `\\ PITCH ,y '' � Q 61 SHINNECOCK HILLS ROAD d 1 O � SOUTHAMP TON , NY, 11968 \ r------------------------------------------I/ Q 1 - 1 `\ lam I I (516) 375-0093 \ Q w ; 1 W Lewelew@aol.com 'YL ' \ 1 I I , I O Lu I I I CDQD � I I cy ( ; / �_ a ; Fes- FF-- QDl FU- FQDles- \ ------------------------1----------------------- i W i E o. E-L a /1 1 Lu 1 Q I Z rV 1 \ / i i i O � I I I I I 1 1 I 1 I 1 I 1 I 1 I I 1 1 I I I 1 I I 1 I I I I 1 1 I DRAWING NAME: I I 1 I 1 I 1 I I 1 I 1 1 L!JKLEXISTING ROOF PLAN o PITCH G� 1 KEEP ROOF AREA KEEP ROOF AREA KEEP ROOF AREA KEEP ROOF AREA d 1 1 I I I 1 i I I 1 1 I 1 I 1 1 KEEP ROOF AREA 1 1 ---------------------------------- --------------------------------------------------------- � 1 � I ---- -------------- ------------------------------------� -------------------------------------------------------------------------- o ST E. : DATE: - - c 1 2-0" 1 44'-10" 1 2'-0"_ 1 21'-711 1 2'-0" 1 I I'-3" 1 I I'-3" 12'-011 45'-10" ' � �' ,� �D ��F6864 NPR . 1- - I 2 I -7" 1 26 6 , ES510 DRAWING/No': A . 105000 EX'ISTI NG DATE: PAGE No: EXISTING ROOF PLAN 01/23/'2026 5 OF 19 SCALE 114" = 1 '-0" DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 LEGEND: 1 EXISTING WALL TO REMAIN RIDGE 2 EXISTING WALL TO BE REMOVED N -''-- ----- '"'-- '"- -"'""--'-'-- NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD STUDS @ I G"0•C., 1/2"GYP, BD., 3 1/2 FIBER GLASS INSULATION WITH VAPOR _ BARRIER(R-13) BETWEEN WOOD STUDS 112"EXTERIOR PLYWOOD SHEATING, BUILDING o 4 PAPER AND VINYL SIDING FINISHED. NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL + PARTITION CONSISTING OF 2'X 4"WOOD 0 5TUD5 WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 5/8"THICK ND FLR GYPSUM BOARD ON EACH SIDE. ' BSA CAL#301-GO-5M ---------------------------------------------------------------------------------------------------------------------------------------------------- CM HARDWIRED SMOKE DETECTOR AND CARBON Sp 0 MONOXIDE DETECTING DEVICE. 1085 0 aa o a a ® 75 CFM MH EXHAUST FAN(WHERE IS REQUIRED) vx aaoaaaooKX EX15TINGDOOR oa000000 I Ll 15TFLOOR a.- Ll ----- - ------ ---- - ----- --- - NEW DOOR GRADE � ---- ------------ ----- ----- ----- ----- ----- ----- ----- ---------------- - ----- ----- ----- ----- ----- ... . . . - ----- ----- ----- ----- ---- ----------- _ REVISIONS 1 1 I I I 1 I I I 1 r-i L-� r-� L-' L -------J i i L-T---T-J 1 I 1 I I I I i I I 1 I I I I 1 1 I 1 I I I 1=KONT ELEVATION 1 I I dk 1 I I 1 I I I 1 I I 1 I 1 I I 1 1 I 1 I I 1 I 1 I I 1 I I 1 I I BASEMENTt SCALE I/4" = P-0" I L---------------------------------------- L-----------------------------'---------------------------------------------_----------_-_-_--_-__----_-_-J L-----------------__--__-__----__-"-_---- I IV r_J L_r------------------------------------TJ L_.r_____-__________________-__._-__________-______________________ -__________-_---_---_---_-----_-_-:-I L--------------------------------------------- I I 1 1 1 I 1 I 1 1 I 1 1 I 1 I JL-------J LLEWELLYN ENGINEERING GREG LLEWELLYN 61 SHINNECOCK HILLS ROAD SOUTHAMPTON , NY, 11968 (516) 375-0093 RIDGE Lewelew(LDaol.com 1 CV a DRAWING NAME: a _ 2ND LOOK EXISTING ELEVATIONS 0 0 ST FAVf DATE: ��N ccF�0, E E IST FLOOR 06 18646 A D GRADE � � .;, ..., ..�. .... �. � • :..•<.. ��. � . �•� - . . .,. �. .•i OFES514NP I 1 1 I 1 I 1 I I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 I 1 DRAWING I r C9 i I' 1 I 1 1 I I I I I I I I 1 I I I 1 1 I 1 1 1 I I 1 1 I I 1 1 1 I 1 1 1 I I 1 I I 1 A 10 00 BASEMENTI L ' --------------------------------------------------------------------------- DATE: PAGE No: f_J L_ .________________________________________ ________ __ _ _ -_--___------_-"__-__--___- __-_--_-_---_---__T._J L_1 ------- ------- 01/23/2026 6 OF 19 S 1 D E ELEVATION DOB STAMP: SCALE 1/4" = P-O" DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 LEGEND: I EXISTING WALL TO REMAIN RIDGE 2 EXISTING WALL TO BE REMOVED N 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD STUDS @ I G"O.C., 1/2"GYP. BD., 3 112 FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13) BETWEEN WOOD STUDS 112"EXTERIOR PLYWOOD SHEATING, BUILDING 4 PAPER AND VINYL SIDING FINISHED. NEW NON FIRE RATED (COMBUSTIBLE) DRYWALL PARTITION CONSISTING OF 2'X 4"WOOD `r STUDS WITH TOP AND BOTTOM WOOD + RUNNERS AND ONE LAYER OF 5/8"THICK 2ND FLOOR GYPSUM BOARD ON EACH SIDE. o b o BSA CAL#301-GO-5M Q p CM HARDWIRED SMOKE DETECTOR AND CARBON 5D O MONOXIDE DETECTING DEVICE. ® 75 CFM MH EXHAUST FAN (WHERE IS REQUIRED) 0 Ll 11 J I 0 �o EXISTING DOOR -- ----- ----- ------------------ ----- ----- ----- ----- ----- ----- ----- ------------ ----- ----- ----- ----- ----- ----- ----- --- qF==F-------- - ----- ------------------ ----- ----- ---- ----- - NEW DOOR ---- ----- ---- ----- ----- ----- --- ------ ------- ----- ----- ----- - --- -- -- I FL R 0 RA DE IFREVISIONS I 1 1 I I I I 1 1 1 1 1 1 I I 1 I I I 1 I I I 1 I I I I I I r-J L_i I I I I J L__---_-J 1 I -------J 1 1 L--_____J � 1 1 1 I 1 1 1 I I I I I I I 1 I I I 1 I I 1 1 1 I 1 I I I BASEMENT ' L---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------'---------------__--J 1 r-i 1 1 I 1 1 1 I 1 L__-____J L_______J BACK ELEVATION LLEWELLYN ENGINEERING SCALE 114" = 1"-0" GREG LLEWELLYN 61 &HINNECOCK HILLS ROAD SOUTHAMPTON, NY, 11968 (516) 375-0093 Lewelew@aol.com RIDGE o? N DRAWING NAME: 0 T EXISTING ELEVATIONS + 0 `r 2ND FLOOR I oil. J. 0 S � �,� DATE: E :�E � 2 068646Ll �FESSION* D 15T FLOOR - � i GRADE DRAWING No: 1I I �- I 1 I 1 I I I I I I I I 1 I I I I 1 1 I I I I I I I I I I I 1 1 1 I I I 1 I I 1 ( 1 I I 1 1 1 1 I I I 1 I IL 1 r-J L-� r-J L_� r_J r_J L_-1 L-� L_� 1 1 I I I I I 1 1 I I I I I L_____-_J l- -__ J L------L.----- J 1 I 1 L_ ____J I� T T- - 1 I I T"'r--l-- I 1 I I I I I I A 105 * 00 I 1 I 1 I I i 1 I I DATE: PAGE No: I I 1 1 I I i I I I I I I I I I 01/23/2026 7 OF 19 I I I I I 1 1 I I I I I I 1 i I I 1 I I I I 1 I T BASEMENT r-J L-- -----------------------------------T-J L-'-----------;-J L-i---------------------------------------------------T-J L-, DOB STAMP: I 1 I 1 I 1 I I 1 1 L_______J L-------J L-------J SIDE ELEVATION SCALE 114" = 1'-0" DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD, NY 11971 LEGEND: I EXISTING WALL TO REMAIN 2 711 X QII X 1/211 -- _ _ _ _ _ _ EXISTING WALL TO BE REMOVED (J 3 BASE PLATE (2) LOCATIONS NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD STUDS @ I G"O.C., 1/2"GYP, BD., 3 1/2 r----- -------------------------------- ------ A BARRIELA55 N ULATIOEN WOOD STOUDS "'""""""""""""""""""""""" 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING 1 I 1 I I I F4-1 PAPER AND VINYL SIDING FINISHED. 1 I 1 1 1 1 ' NEW NON FIRE RATED (COMBUSTIBLE) DRYWALL 1 I 1 I 1 I 1 I 1 I 1 I PARTITION CONSISTING OF 2'X 4"WOOD STUDS WITH TOP AND BOTTOM WOOD CRAWL SPACE RUNNERS AND ONE LAYER OF 5/5"THICK I I I I GYPSUM BOARD ON EACH SIDE. BSA CAL#301-GO-5M I 1 I I I I 1 ' G 1'-I" cm HARDWIRED SMOKE DETECTOR AND CARBON '17-1;1" 2'-01 20'-2" 2'-0" 21-311 3'-511 12'-411 5p o MONOXIDE DETECTING DEVICE. I I I I I I 1 I I I I 1 I I I I ® F 75 M MH EXHAUST FAN 1 I 1 I I I 1 I 15 REQUIRED) r----------------------- I I 1 I I I 1 I 1 I EXISTING DOOR ELEcCTRIC PANEL CEILING HEIGHT 76 I 1 1 1 I I t I 1 I 1 I I I I NEW DOOR I � o BOILER REVISIONS m N REMOVE EXISTING COLUMN N AND INSTAII (2) 1 3/4 X 9 1/4 ---- --- 1 I HT. TO F.J. 7'G° LVL W/5/8 ST. PL. r------1 r----- (3) 13/4 X 7 1/4 LVL HT, TO BEAM G I on W/BEAM 3 (2X 10) �' OR I Not 5 1/2 X 7 1/4 LVL L_ _ _J —x L_ _ —J ` ------------------J FLUSH BEAM (3) 13/4 X 7 I/4 LVL ELECTRIC HWT -' OR o CONTRACTOR TO VERIFY EXISTING o b ------------------------------J 5 I/2 X 7 114 LVL FOOTING SIZE TO BE MIN. 2'X2'X P _ FLUSH BEAM _ POINT LOAD ABOVE POINT LOAD ABOVE o N L L E W E L L Y N ENGINEERING X (3) 13/4 X 7 1/4 LVL GREG LLEWELLYN 5 1/2 X07R1/4 LVL 61 SHINNECOCK HILLS ROAD ` FLUSH BEAM w ' W/BEAM 3 (2X 10) SOUTHAMPTON NY 11968 I , B 7 (516) 375-0093 ' I ' ACCESS FOR PLUMBING �VERIFY FLOOR HEIGHT IF REQUIRED TO MATCH EXISTING FLOOR SLAB OR 2X FLOOR Lewe lew@ao I.C 0 t'Yl UNEXCAVATED 1 t 1 I --------------------------------------------------------------- L---_________"_----------- .i -------------------------------------------------------------------------------------- W/BEAM 3 (2X 10) -1 I I I I I 1 1 1 1 1 I DRAWING NAME: I I 1 1 I PROPOSED BASEMENT I 1 I 1 I 1 OIL 1 I 1 I 1 1 I I I 1 I 1 I I I TANK 1 I i I I � 1 1 1---� `� ----------------------------------------------------------------------------' ---------- ST h w . : DATE: ��--------------------------------------------------- 32'-I I" 14'-4" IL(E o ` ------------------------------------------------------ 13'-l0" i i '`Q��.�AN r•P 068646 SSI�Na�' A DRAW I N N A - io6000 DATE: PAGE No: 01/23/2026 8 OF 19 P RO P05 E D BASEMENT DOB STAMP: I , 29G S . E . SCALE 11411 = I '-0" DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 fQ11 21'-511 811 69'-6° 811 21'-811 7 9'-i I" ,511._ 3'-91' 6'-I I II 5"' 311-101, 51I 2'-1 11 511 1 21-10" 811 LEGEND: rl' 2'-02" II 1 11 II II 1 II I II II I ,QII 9" .71_2" 81_011 21_211 31-311 21-211 3-3" 511611 2'-2" 71_311 1 11 31_211 21-411 811 4i_811 51' 71-31' 811 11 -1 111 20'-0" 4 5 2-1 5 6 3-4 9-0 8 Gl ✓ L �J L EXISTING WALL TO REMAIN 2 8" 12'-411 8" II'-011 - - - - - - - - EXISTING WALL TO BE REMOVED 8" 811 811811 3 NEW STEPS NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 W8X21 POST TO RIDGE W 8X21 MOMENT FRAME FIBER GLASS INSULATION WITH VAPOR 5 X5 X 114 H55 ON 5 X5 X 1/4 H55 ON 7"X8"X 1/2"BASE PLATE _-___ ___ ___ qqq _ _ __ ____ ____________ n " " W BARRIER(R-13) BETWEENWOODSTUDS ___. 7 X 8 X I!2 BASE PLATE W/(4) 1/2"EXPANSION BOLT5 W/(4) 1/2"EXPANSION BOLT5 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING W/7"EMBEDMENT W/7"EMBEDMENT 4 PAPER AND VINYL SIDING FINISHED. --- ----- 1 �o ----- - - T �o NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL A PARTITION CONSISTING OF 2'X 4"WOOD Exist. Roof Rafters ; STUDS WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 5/8"THICK Ln ; GYPSUM BOARD ON EACH SIDE. >< SLOPE CEILING ; SLOPE CEILING ; oo� ; BSA CAL#301-60-5M N 11'01,TO 8101, ; 1 i'0"1081011 r-------� r ------� q`� �6i cm0 HARDWIRED SMOKE DETECTOR AND CARBON NEW STEPS = i i i C� ; ' O� i = _ D MONOXIDE DETECTING DEVICE. SKL ; R 5KL ; I CO NEW STEPS 75 CFM MH EXHAUST FAN = I I 1 1 I 1 , ' L_______J I L ______J N ' ' SUN�OOM � (WHERE 15 REQUIRED) I I ' 141�S.F. ___ --------------------------------------------------------------- I I ' EXISTING m i i ' ' EXISTING , , „ , „ W Io„X7,o,, � , „ EXISTING DOOR W= 2 2 X 3 9 1 I 1 NEW 5D.DOOR NEW 5D,DOOR W=3 4 X 5 2 I 8.125.F. , ----------------T --------� 9-1---- 9-I---- --- 17.225,F. , L co co 00 I 6, NEW SD.DOOR NEW DOOR ;z M �� I 1 5'-10"XG'8" , 31/2"X 9 I/2"APB STEEL COLUMN r3l/2"X 9 1/2"APB 4X4 P05T BETWEEN DOORS ' ' 11 ,6 � ; ; o CL. WALL ABOVE REVISIONS " I 1 (3)C.J. 2 X 8 ' • � I , 1 ' 5D-CO I I I I SD O " EXISTING O z x� BEDROOM '~ o - -- LIVING ROOM ' - M ------- ------- QD 147.56 S.F. ; o ,� m� ------- F- �I 475.22 S.F. F- II - BEDROOM HALLWAY 1 11 1 „ I 1 ` 1 ' - 128.91 S.F. 47.66 S.F. " CEILING 80 1 1 u I CEILING 80 CEILING 8'0" CEILING 8'0" ' ' � EXISTING ; �, RED GNED BATH, �� ; ; N N 1 n n IC9 mIL 47. 4 S.F. �� 1 1 39.18 5.F. NN CEILI 8'0" ' n I 1 ' i i i W=7 7 X 5'2 1 1 ,� 1 u 1 1 I 4xG WOOD P05T `3 `O '� i 3f!! 9�� G EXISTING I�� EACH E NDP05T CAP EPCZ W= 21211X 31211 `- NEW RIDGE ' 'DOUBLE (2) 1 3/4 X 14 - BATH. �� LLEWELLYN ENGINEERING ---------------------- �° ANT Y OVEN W!3/4 ST.PL. CL , , , Q ; ; �,p x z 1 0 �. �+ 45.41 S.F. ' SIIJK -----� �h 1 1 s I " —N_ -_ i i CEILING 80 GREG LLEWELLYN cn WASHER (2)2X8 HDR ABOVE DOOR ' -1 u I LAUNDRY ROOM =___-; �c�otEt `- � ------ o 61 SHINNECOCK HILLS ROAD 4xG WOOD POST 44 WOOD P05T 4x6 WOOD POST = 1 r,_ I I I 1 1 51MP50N POST CAP EPCZ SIMPSOPJ POST CAP EPCZ SIMPSON POST CAP EPCZ ------- , 201 .0 S.F. ,' EACH END EACH END EACH END 1 o ; CEILING 8'0" DRYER j ;- ;; ;- 1 w , - HALLWAY SD_CO ; _ = SOUTHAMPTON , NY, 11968 1 x� ---- CL05ET ; ; � 22.9I S.F. O If o ; EXISTING F 25.58 S.F. � ' " ; ' " , °N° - sT� HALLWAY SST CEILING 5'0" `L o ;; CEILING 80 (516) 375-0093 I I �. 1 II 1 I ------- ' �, C9 ------ - - _1 90.90S.F. ' ' �'+�; " ' ' �. - BATH. X m Lewelew@aol com I I I I d. I II I I N �- I " 11 I I —' t fc �I 1 (f')z O ■ CQ I I I W N 1 1 b l I = F- -, I I � I 11 1 1 1 1 �" NI 1 -- �_ CEILING ' ' " x r 52.95 S.F. - �— 1 — IL___-____J1 L________J III ' B NEW CL. ; ��e, ; ; CEILING 80 fI o� i ,�� I `� KITCHEN �11 I 5D I = O ' I I 1 � I N 50 �� NEW DOUBLE POCKET DOOR00'X08" 334.64 S.F. CL. i N nl 1 1 F�STab ; R2 DW U DER COUNTER 5TOPJ GE --------------- La La � ' ' ----- --- ----- N ' - N xN z l EXISt. FI00r J015t5 EX15t. FI00r J015t5 NEW WINDOW NEW WINDOW NEW CAS.WINDOW 3'8"X 3'2" 31811 X 31211 51511 X 3121' 4X4 P05T �311 Ill TO SUPPORT APB 15 S.F. 17 61 S.F. 11Nu-: FLUSH ROOF RAFTERS DRAWING NAME: 1 . .F. _ _ .F. 1715 S_ _--_-__-- . _F_ o- , 1 z m r) EXISTING GARAGE ' FAMILY ROOM , z NEW EX15TING PROPOSED FIRST FLOOR N ; 392 S.F. ; 319.46 S.F. _ CEILING 8'10" CEILING 8'0" - z m"�� N ENTRY BEDROOM IL I 1 z x� 1 0NIL N 222 S,F. I i N x� No om 63.72 S.F. CEILING 60" - JU 1 I 1 W 1 I I I , 1 3 1/2 x 9 1/2 APB HDR ENGINEER TO VERIFY FOUNDATION cn UNDER DROP BEAMS+ANCHOR ; S T 6�VF DATE: BOLTED SILL PLATE W/5/5"X 12" GALVANIZED ANCHOR BOLTED 8 ; �'�.Q'p��aN LLF� ' --------------------------------------- 1 @ 32"OC I I -------------------------- -------z ' * QL EXISTING W= 5'10"X 52" W= 5 10"X 52" NEW DOOR WITH LIGHT W= GA"X 5'2" ' p ►� DOOR I G'X7'0" 30.13 S.F, 30.13 S.F. ; ; 4'G"X 7011=31.5 S.F. 32.72 S.F. b b EXISTING EXISTING EXISTING ----- ---------- ----------------------------------------------------------------- ------------------------------------------------------------------------ ---- L------- ------------------J Fp 068646 J� ssk DRAWING o: 18" 10" 2'-0" 1 1 6'-0" 21-011 Il 0' ' 21-51' 1 51-1 01' 41-1 11' 51-1 011 21-511 I 21-211 31-611 41-611 31-811 1 1411 " 21-7" 5'-511 I'-I 1" 8" I 1-G" 31_O" 1 8" 41_01 /`I-411 41-611 811 '811 211-81' 1 21'-51' 1 25'-10" �7 1 5'-511 01 1 rJ 15'-411 18"� '811 9 1 1-711 811 107 * 00 DATE: PAGE No: 01/23/2026 9 OF 19 DOB STAMP: A PROF05ED flR5T FLOOD: 2 , 543 5 . F. + 14G = 2 , G89 5 . F. GARAGE: 332 5- F. SUNROOM : 141 S . F. DOB APPLICATION #: SCALE 11411 = 1 '-011 PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 LEGEND: I EXISTING WALL TO REMAIN 221-111 16'-9" 17'-8'1 40'-511 21-011 20'-1 II 2'-011 14'-9" 2'-011 6'-10" 6'-10" 21-011 38'-511 21_011 EXISTING WALL TO BE REMOVED 3 KEEP ROOF AREA KEEP ROOF AREA A N NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD STUDS @ 16"O.C., I/2"GYP. BD., 3 I/2 Cv FIBER GLA55 INSULATION WITH VAPOR r------------------------------------------- BARRIER(R-13)BETWEEN WOOD STUDS 1/2" EXTERIOR PLYWOOD 5HEATING, BUILDING 174-1 PAPER AND VINYL SIDING FINISHED. o- NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL PARTITION CONSISTING OF 2'X 4"WOOD W ENGINEER TO VERIFY EXISTING `r STUDS WITH TOP AND BOTTOM WOOD "-' RUNNERS AND ONE LAYER OF 5/5"THICK BEAM TO SUPPORT ROOF SKL p SKL GYPSUM BOARD ON EACH SIDE. MIN. 3 1/2 X 9 I /2 APB BSA CAL# 301-60-5M CM HARDWIRED SMOKE DETECTOR AND CARBON I 1 I 1 1 1 5D O MONOXIDE DETECTING DEVICE. 1 75 CFM Mh EXHAUST FAN q /L ® (WHERE IS REQUIRED) N __________________________L O --------------- -----------_____ J__-- __—_-----_—__------_ ________-- I- l f--------------- �� 1 1 1 �� VAULTED 1 34 X 14 LVL I / �� " NEW ROOF EXISTING DOOR LU5 210 JOIST SIMPSON LSTA 18 ; HANGERTYP. HURRICANE TIE �\ = EVERY RAFTER , N - 'P�Q �io WALL BELOW NEW DOOR GF� (2) 2 X 12 AROUND 2'-0" 51 Q✓✓II @([ II III -�'RA15ED CHIMNEY—\ REVISIONS 8I 3-7I 511 14-2 � 3/4 X 14 LVL 2I- II 101 -I I 1 /8 511 31_711 1'-511 5'-10" 2'-7" 18" Cl � NEW NEW I I N 2X 12 @ 16 RR SKL SKL _ PITCH N -----=---------------------------- I I I I N N CV CV _- PITCH b (2) 1 3/4X 14 LVL W 3/4" 5T. PL. (P) NEW RIDGE (P) _ — o ' o ' I W= 5'10"X 3'9" CL. V O o 21.87 S.F. -__-__- RAISED ROOF ~ ac 1 1 � 1 � SUPPORT POST SUPPORT POST z L L E W E L L Y N ENGINEERING SLOPE CEILING; ; ; ; o UNDER RIDGE UNDER RIDGE 81011TO41511 1 1 I 1 ' I E 51MP50N P05T �? USE SIMPSON POST GREG LLEWELLYN AP5 ACG TYP. 5D-CO FsT PITCH CAPS ACG TYP. o NEW NEW _ 61 SHINNECOCK HILLS ROAD VAULTED SKL SKL � — �G 13/4X 14 LVL m SOUTHAMPTON , NY, 11968 cL. ; �� 1 /8 - B B - ; ; , ; -�� (516) 375-0093 l^ I 1 1 SKL W Lewelew@aol.com w CUT EXISTING 13I4 X 14 LVL cv �� I I `----- I JOISTS TO FIT 51MIF50N H2.5A �Q� o ANE TIE EVEFRYCRAFTER � �_1 � /_•� N ; ; I �� U CU I I O EX15TING UNFIN1511ED ATTIC I N N }a PRIMARY BEDROOM , ;SST PRIMARY u-' I 436.38 5.F. ' ' °e BATH ¢ w '1 I I S 1 I 3 I/2 X 9 I/2 CEILING 8'0" ; 77.02 5.F. 1 I CEILING 8'0" ; �- APB FLUSH Q DRAWING NAME: CL. W o Q ; o rr ' ;@ ; SKL o �; ; �\ PITCH �,� PROPOSED SECOND FLOOR 1 1 I 1 , I W , //�� e11;;;11`� �� L u W I 5LOPE CEILING 3- Q1011 TO 11011 ; DID lu I /4 (.l I 1 , I KEEP ROOF AREA 1 1 I ------------------ S � E DATE: I , , , I W= I'10"X 3'9" 5'f "X 3'9" PITC H W= I 10"X 3'9" 1 0 0 0 0 ; 6.87 S.F. 21.87 S.F. 6.87 S.F. ; h ----------- ----- -------- --------------- ------------� 21-011 Pli 21-211 11-1 011 51-I 1 I II 5'-1011 4'-7" 11-1011 1'-51' 811111 10'-6" 2'-011 1 II _ - 7-I0 8 I0-6 2-0' ��oA 06�8646 i 2-0 10 0 15 0 1 1 -1 -1 1 21 011 44'-10" 1.2'-0" _1 FESSiONP 3 44'-10" 2-0 211-711 f1 21-011 1 I I'-3" 1 1 1'-311 1 21-01' _ 1 \ 1 21 011 1 1 2 11-711 1 2G'-G" -1 ' 48'-loll 96'-111° I DRAWING No: 10 s 0 PROP05ED SECOND FLOOR /� E - EX15TING DATE: PAGE No: 71 7 5 , IF 01 /23/2026 10 OF 19 SCALE 114" = 1 '-01 I p _ FROF05ED DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 LEGEND: . I EXISTING WALL TO REMAIN 2 2'-1" 16'-9" 17'-8" 40'-511 2 — 2'-0" 201-I" 2'-0" 14'-9" 2'-0" 6'-10" 6'-10" 2'-0" 38'-5" 2' p" — — — — — _ _ _ EXISTING WALL TO BE REMOVED 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD KEEP ROOF AREA KEEP ROOF AREA A STUDS @ I G"O.C., 1/2"GYP. BD., 3 112 --------------------------------------------- FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13) BETWEEN WOOD STUDS 1 I 112" EXTERIOR PLYWOOD SHEATING, BUILDING 4 PAPER AND VINYL SIDING FINISHED. `r I NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL 1 1 ENGINEER TO VERIFY EXISTING STUDS WITH ONG OP AND BOTTOM W ODOD BEAM TO SUPPORT ROOF RUNNERS AND ONE LAYER OF 5/8"THICK I SKL o SKL I MIN. 3 I/2 X 9 I/2 APB GYPSUM BOARD ON EACH SIDE. ry BSA CAL#301-GO-5M CM HARDWIRED SMOKE DETECTOR AND CARBON 0 1 1 5D MONOXIDE DETECTING DEVICE. I 75 CFM MH EXHAUST FAN M\ N (WHERE IS REQUIRED) --------L ---------------- J---------------------------- ---------- - - -------- - -------------- ----- - ------ - - I 3/4 X 14 LVL VAULTED ILUS 2 10 JOIST � SIMPSON LSTA I18", '' NEW ROOF EXISTING DOOR IhANGERTYP. o HURRICANE TIE S N 'P/� �io Py EVERY RAFTER I \-GF o J (2) 2 X 12 AROUND WALL BELOW �• NE w DOOR SKYLIGHT RAISED CHIMNEY 4:� 1 3/4 X 14 LVL = REVISIONS - ; 1 m 1 /6 NEW NEW N ' \\ 2X 12 @ 1 G RR 'LJ L1 PITCH 5Q SKL N L=j I ' ------�,------------------- = --------------------------------=- O I / 14 L / 5T PLO NEW RIDGE O ' ----------- -------- �___ �--------------------- 2 3 4X LVL W 3 4" o RAISED ROOFFL SUPPORT POST � SUPPORT POST' L L E W E L L Y N ENGINEERING UNDER RIDGE UNDER RIDGE z ' E SIMPsoN PosT USE 51MP50N POST. GREG LLEWELLYN APS ACG TYP. `0 1 CAPS ACG TYP. NEW PITCH NEW 1 61 SHINNECOCK HILLS . ; LS ROAD VAULTED 5KL d 5KL 13/4 x 14 LVL _ N SO UTHAM PTON , NY, 11968 /8 B N B (516) 375-0093 SIMPSON H2.5A N 5Q HURRICANE TIE w /,, .� 1 3/4 X 14 LVL EVERY RAFTER �� w �r0 ' Lewelew@aol.com QD o W W W G _ T m I Z I U U cD U U I U� U U 1CL CL CL >, MWM �, /WM/� 1 CUT EXISTING I < 3 1/2 X 9 1/2, < JOISTS TO FIT O APB FLUSH O DRAWING NAME: 1 D O ' SKL ° �� PITCH �,� w PROPOSED ROOF PLAN 1 (� 1 1 1 w �( . 1 I I r w I — 1 KEEP ROOF AREA KEEP ROOF AREA KEEP ROOF AREA KEEP ROOF AREA 1 /4 1 1 I i ' KEEP ROOF AREA I I 1 1 ________________________________ __________________________________ _ _____________________________________ ____________________________________J ____________-_--__--__------------______-________-____--______----_------ ST F E. : DATE: _1 2'-011 I 44'-10" 2'-0" 2 I'-7" 2'-0" I 1 1'-311 . -011 � 068646 -104 211-711 ssl DRAWING o: 00• PROPOSED ROOF PLAN A (E) = EXISTING DATE: PAGE No: 01/23/2026 11 OF 19 SCALE 11411 = i '-O" (F) P C�= ROP05ED DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN ASOUTHOLD , NY 119701 LEGEND: Llk RIDGE RAISED CHIMNEYlp AS REQUIRED z� z EXISTING WALL TO REMAIN N -------- ---- ----- ---- ------- ---- ---- -------- N 2 ---- --- - - - - -- PITCH 1/10 EXISTING + _ - _ EXISTING WALL TO BE REMOVED NEW NEW - ROOF LI N E d 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - � o EXIST. EXIST. EXIST. - - r - - - - - - - - - - - - - - - STUDS @ 16"O.C., 112"GYP, BD., 3 112 114PITCH FIBER GLASS INSULATION WITH VAPOR a BARRIER(R-13) BETWEEN WOOD STUDS o I12" EXTERIOR PLYWOOD SHEATING, BUILDING NEW RAISED ROOF - 4 PAPER AND VINYL SIDING FINISHED, NEW BLACK ARCHITECTURAL 2ND FLOOR I ASPHALT ROOF KEEP ROOF AREA NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL 0 o PARTITION CONSISTING OF 2'X 4"WOOD _ ---------------------------------------------------------- STUDS WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 518"THICK 1085 0 GYF5UM ONS EACH SIDE. a F-1 a a o o a E:] NEW NEW NEW CM HARDWIRED SMOKE DETECTOR AND CARBON SD o MONOXIDE DETECTING DEVICE. a o 0 o a o a E:l EXIST. EXIST. NEW EXIST, ® 75 CFM MH EXHAUST FAN a a E�:] El (WHERE IS REQUIRED) a a ISTFLOOR =1= E ---- ------------ ----- ----- ----- ----- ----- ----- ----- ---------------- -L--LI---L-I--1-1--1J---1- - --I---I-L---I- --L-L--�1--- -I--1- -- -I--- -L--I--I---I-L---I-� -- -------- -- - -- - EXISTING DOOR -- - - ---- ----- ----- ----- ----------- GRADE I I NEW DOOR I I I I I I I I I I I 1 I I 1 I I I I 1 I I I 1 1 I I 1 1 I 1 I I I I I I I I I I I 1 I I I I I 1 1 I I i l REVISIONS II I I I I 1 I t I I I I 11 1 I I 1 1 I 1 I I I I C9 LL------_-J I I L_ --- J L_____--J (\ I 1 T T- I 1 I I I I I I I 1 I 1 1 I 1 I I 1 I I 1 I I I I 1 I I 1 I I I PROPOSED FRONT ELEVATION ' I I I 1 1 I I I jk I 1 I I I I I 1 I I I I I I 1 1 I I I I I I I 1 BASEMENT SCALE 114" = P-0" ----------------------------------------- ------------------------------ 1 I --------------------------------------------------------------------------J I I I f-J L-T------------------------------------TJ L-T__-____-____-____--_---___-________--____-__-______._-_____-_-_-__---___-___-_-_____-______-__--____T-J L--------------------------------------------- L_1 I I 1 1 1 I I 1 I I I 1 I I I I L_______J L-____-_J L-_-____J LLEWELLYN ENGINEERING A GREG LLEWELLYN 61 SHINNECOCK HILLS ROAD B SOUTHAMPTON NY 11968 (516) 375-0093 jk RIDGE Lewelew@aol.com + EXIST. Li o> (V EXISTING ROOF EXISTING ROOF LINE 53 PITCH - - - - - - - J / � DRAWING NAME: 1/8 NEW RAISED ROOF ' � Ex15T• NEW BLACK ARCHITECTURAL PROPOSED ELEVATIONS 2ND FLOOR o KEEP ROOF AREA ASPHALT ROOF , , \ KEEP ROOF AREA a EXIST. EXIST. X15 EXIST. o ST ,� f A DATE: NEW NEW NEW y~P p 'aN <<F��7` 2 � 15T FLOOR 'y INVa -- ---- o ta 068646 „ �Q jk GRADE P 0•:t FESS10 � 1 I I I I 1 1 I I I I I I I 1 I I I I I 1 1 1 1 I I I I " DRAWING r-'� L-11 I I I r- -1 I I 1 I J 1 I I 1 1 1 1 I I 1 I 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 I o 00 I 1 I I I 1 I 1 BASEMENT ' ' I DATE: PAGE No: 1 L ______________________________________________________________________________.____________-__-__--__--________J I -_-_ 01 /23/2026 12 OF 19 DOB STAMP: PROPOSED WEST ELEVATION g SCALE 114" = 1'-0" DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 A LEGEND: 1 RAISED CHIMNEY RIDGE ot EXISTING WALL TO REMAIN 2 AS REQUIRED _ EXISTING WALL TO BE REMOVED 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD EXISTING STUDS @ I0 O.C., 1/2"GYP. BD., 3 1/2 FIBER GLASS INSULATION WITH VAPOR 1 i NEW NEW ROOF LINE BARRIER(R-13) BETWEEN WOOD STUDS PITCH , � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� , \ EXIST. - 1/2" EXTERIOR PLYWOOD SHEATING, BUILDING POST TO RIDGE �� 4 PAPER AND VINYL 51DING FINISHED. D NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL NEW RAISED ROOF "" \ ` PARTITION CONSISTING OF 2'X 4"WOOD - NEW BLACK ARCHITECTURAL STUDS WITH TOP AND BOTTOM WOOD ASPHALT ROOF Q W8X21 RUNNERS AND ONE LAYER OF 5/5"THICK 2ND FLOOR GYPSUM BOARD ON EACH SIDE. o ' ' ' ' ' L—� = L--=J \ \ \ \ o o O 55A CARED 01- O DETECTOR AND CARBON Sp MONOXIDE DETECTING DEVICE. I I I I 1 1 1 1 I I I I I I 1 1 I I I I 1 1 I I I I 1 1 ® 75 CfM MH EXHAUST FAN I I I I I I I I (WHERE IS REQUIRED) 1 1 1 EXIST. EXIST, XIS . EXIST. Y15 EXIST. NEW NEW NEW NEW NEW NEW NEW NEW 1 1 1 I I 1 1 CfJ I I 1 I I t t I I I I 1 1 1 1 EXISTING DOOR 1 I I NEW STEPS I 1 I I 1 1 1 1 1 1 I I 1 1 I I I I I I I I I I I I I I I I 1 1 I I I I I I 1 1 I I I I -- ------------ -- ----- -- -- ----- -- -- ----- -- -- ---�; - 11---- "-- - " ---- --- - -- - --- - ---- ----- ----- ----- --- ------ - ----- ----- ----- ----- - --- ----- 15TFLOOR d NEW DOOR 1 GRADE REVISIONS os 1 I 5X5X 1/4H55ON 7"X 8"X 1/2" BASE PLATE W/(4) 1/2II EXPANSION BOLTS J L- L- ' L-------J W/7" EMBEDMENT L----- �° I I 1 I I 1 1 1 I I I I 1 I i I I 1 I I I I I I I I BASEMENT----------------------------- I 1 ' I Y I 1 I I L----�-.-J L-------J LLEWELLYN ENGINEERING PROPOSED BACK ELEVATION GREG LLEWELLYN SCALE 1/4" := P-0" A 61 SHINNECOCK HILLS ROAD SOUTHAMPTON, NY, 11968 B (516) 375-0093 Lewelew@aolxom RIDGE RAISED CHIMNEY N AS REQUIRED PITCH EXISTING EXIST. DRAWING NAME: ik ROOF LINE EXISTING ROOF NEW RAISED ROOF PROPOSED ELEVATIONS NEW BLACK ARCHITECTURAL ASPHALT ROOF EXISTING ROOF NEW RAISED ROOF o 2ND FLOOR OIL F__1 ST DATE: EXIST. EXIST. XIST XIS EXIST. EXIST. EXIST. 0 0 NEW NEW r i ar fp 068646 15T FLOOR '�ROFESSIO�P .....:. . .... . . : BADE DRAW I N G I I 1 t I I I 1 1 I I 1 I 1 1 I I I I I I 1 1 I 1 I 1 1 I I I 1 1 I I 1 I I I I I I 1 I 1 1 I 1 1 I I I I 1 r-i t-1 r-i r-i L-� r-i L-� L-� 1 I I 1 1 I I 1 I 1 Q? L-------J L- T---T-J L------L.----.., J I 1 I L-T---T"------J • 00 1 I I 1 1 I 1 I 1 I I I I I I I DATE: PAGE No: I 1 1 1 I I 1 1 01/23/2026 13 OF 19 I 1 I 1 I I 1 I I I 1 1 1 I I 1 ' BASEMENT 1 L--------------------------------------r_J L-T-----------T-J L-.r---------------------------------------------------T-J L-1 DOB STAMP. r-i L_1 I I I 1 I 1 I I 1 I 1 1 I I II L-------J L--------J L-------J PROPOSED SIDE ELEVATION SCALE 1/4" = 1'-0" B DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 Z I RAISED CHIMNEY I Z J AS REQUIRED J LEGEND: ----- -- -- -- -- -- -- ----- EXISTING I I ROOF LINE_ EX15TING WALL TO REMAIN (�� EXIST. FXIST. EXIST. - - - - _ _ '-`- Lv - - - 2 - - - --__ KEEP ROOF AREA I� - L ► _ _ _ _ _ _ _ + EXISTING WALL TO BE REMOVED �.1. 1085 3 0 NEW EXTERIOR WALL CON515TING 2 x 4 WOOD 0 NEW NEW o I STUDS @ IG"O.C., 1/2"GYP. BD., 3 112 ^ / a o a o 0 o a a EXIST EXIST N� EXIST o 1L. 13, I a a a 0 3 4. n/ FIBER GLA55 IN5ULATION WITH VAPOR LY.. BARRIER(R-13) BETWEEN WOOD 5TUD5 n OD�O0��0 -- -- -- -- -- -- -- -- -- - 1L_LI_ J1_LL Il_11 u_j LA--_1L_IJ _ __ __ __ __ __ __ __ __ __ LL -'----'-- - - L 1/2 EXTERIOR PLYWOOD 5HEATING, BUILDING I I I I ( ( I I I I I 1 4 PAPER AND VINYL 51DING FINISHED. I 1 I I t t I I 1 I I 1 r' �, ri Ll r' �, NEW NON FIRE RATED(COMBU5TIBLE) DRYWALL L---J LT_TJ L_.__J PARTITION CON515TING OF 2'X 4"WOOD I I I I 1 1 1 1 STUDS WITH TOP AND BOTTOM WOOD PROPOSED FRONT ELEVATION RUNNER5 AND ONE LAYER OF 5/5"THICK SCAlE114'=I'.0' I I 1 I ------------------------"-------------------------- ' ' ---- ------------= 1 I rJ �Tr' ,--------------------------------------------------� �T----=-------------===r� Ll GYP5UM BOARD ON EACH SIDE, L---J L---J L---J L---J 135A CAL#301-GO-5M SD O HARDWIRED 5MOKE DETECTOR AND CARBON MONOXIDE DETECTING DEVICE. ® 75 CFM MH EXHAU5T FAN (WHERE 15 REQUIRED) Lu Lu z AS REQUIRED RAISED CHIMNEY 0 I Z EXISTING DOOR I _ EXISTING NEW NEWS ROOF LINE - - - NEW DOOR �1 I— - — — — — — - - - - - - - - - - - - - - - - - -- J L - ..J POST TO RIDGE Exlsr. NEW RAISED ROOF I f 1 REVISIONS NEW BLACK ARCHITECTURAL LL1 ASPHALT ROOF W8X21 ao o� W I III I I II II 11 0 1 I It 11 0 EX15T. ' �' FXIST. FXIST. H-- _ NEW NftN NEW NEW I I 1 NEW NEW NEW 1 NEW EXIST. XIS _ I' '1 It NEW STEPS n/ -- -- -- -- - - - -- - - - -- -- -- - --- --- -- -- -- - -- ' LL 1 1 11 I 5X5XI14 H55 ON 1 I 1 I I I I 1 1 I II I 7'X B"X 112'BASE PLATE 1 r" 11 Wl(4)U2"EXPAN51ON BOLT5 r' 0.1 I 1 r' l 1 WITEMBEDMENT I I L___J 1 1 L___J L___J I I 1 1 1 1 I 1 ' - I I LLEWELLYN ENGINEERING ------------------------------------------------------------ --; Li L---J L---J ' PROPOSED BACK ELEVATION GREG LLEWELLYN 5CALE 1/4"=I.-D" 61 SHINNECOCK HILLS ROAD SOUTHAMPTON , NY, 11968 (516) 375-0093 LuW Lewelew aol.com z , , z @ EXIST. EXISTING ROOF I NEW RAISEED ROOF ExIST. NEW BLACK ARCHITECTURAL KEEP ROOF AREA ASPHALTr ROOF EXISTING ROOF CL EXISTT �" DRAWING NAME: 0 EXIST - O 0 ,15 FXIST. l..i.� - NEW 0V NEW < 35.9 0 �- 0- SKY PLANE DIAGRAM : . I I I 1 I I I I lilt I 1 I I 41 .0' ; ; I '< 45.9' I I I I 1 1 I 1 rJ L---J L---J ST � t4� DATE: PROPOSED VVE5T ELEVATION c^ * w� f �-4 �r f— 69 I :yam'; (, 0.! W W ys�o A 0858646 z i I _z ��FESSIONP� RAISED CHIMNEY AS REQUIRED DRAW i EXIST. EXISTING ROOF NEW RAISED ROOF I 07 y NEW BLACK ARCHITECTURAL ASPHALT ROOF Lu EXISTING ROOF -NEW RAISED ROOF 112000 0- 1 .. I I I . - CL' DATE: PAGE No: 0EXIST. EX15T. XIS XI5 EXIST. EXIST. EXI5T. ,o NEW NEW o I 01/23/2026 14 OF 19 ry 35.9' R/ . � DOB STAMP. I 1 1 1 I I 1 I ( � I I 1 1 1 I 1 I I ( ( I I I 1 i I 1 r' 1l rJ L� f' r� •ll i I f l `l L---J LT_TJ L_-J.--TJi LT-r-L--J I I 1 1 1 1 I I 45.9' ; ; ; ;< 41 .0' rJ Ci T T T T T , L---J L___J L_-_J L---J PROPOSED 51DE ELEVATION DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 FRAMING DETAIL FOR HURRICANE TIES AND NAILING SCHEDULE - RAISED CHIMNEY LEGEND: AS RE RIDGE I + ALL LOAD PATN5 PROM FOUNDATION TO ROOF ARE CONTINUOUS AND AT EVERY WALL STUD 6' EXISTING WALL TO REMAIN R 49 INSULATION N NOTE ALL NECT SPECIFIED HEREIN LCOND'I0N5 AND ARE Tit PRODUCTS EACH OFTHE CONNECTIONS SHOWN REFLECT TYPICAL COnC'I�^NS AND ARE CVIY A°PLICABLE WHEREVER NECESSARY 2 (3" CLOSED CELL SPRAY FOAM 15CONIDERE U4k20GAVE A CONSIDERED PRESCRIPTIVE. C520-6-3D Ad NAILING MUST BE:N ACCOMDANCE WATH 2O24 WTCM IN EACH CONNECTION ALL W/R-30 ROCKWOOL BATT INSULATION MANUFACTURERS TO BE EXISTING WALL TO BE REMOVED NAILED IN STRICT ACCORDANCE WITH THE �1 MANUFACTURER'S SPECIFICATIONS N -6-8D N cH coNNe I ON 3 C-'2 EC-ON NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD HT520 12-OD IN EA^H CON4EC N IN EAC^,CONNECTION PROVIDE ONEe STUDS @ I G"O.C., 1/211 GYP, BD., 3 1/2 HEADER IN LINE IMTH ONE JACK BTUDBSLCW4 FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13) BETWEEN WOOD STUDS ONE PER JACK STUD FOR 3'TO? 1/2" EXTERIOR PLYWOOD SHEATING, BUILDING STUD F "�DERSDBLOR 4 PAPER AND VINYL SIDING FINISHED. F MORE STUDS OR B'OR TRPL JACK 5TUC5 KEEP ROOF AREA 2ND FLOOR NEW NON FIRE RATED (COMBUSTIBLE) DRYWALL �_ PARTITION CONSISTING OF 2'X 4"WOOD / \ 5TUD5 WITH TOP AND BOTTOM WOOD RIDE TENSION STRAPS ROOF RAFTER TO TOP PLATE TOP PLATE TO STUD RUNNERS AND ONE LAYER OF 5/8"THICK "C D MAY TTEDIFHT52O5TRA°SARE LONNE GYPSUM BOARD ON EACH SIDE. ONNE-7�TEG IRf:'LY TO 5TUD5 HEADER UPLIFT CONNECTION BSA CAL#301-GO-5M NEW NEW IN EACH CONNECTION „D3514.3 HD3B'4s3 5D O HARDWIRED SMOKE DETECTOR AND CARBON TO5TU75 T 5'UD5 MONOXIDE DETECTING DEVICE. b co USE 518°OT11RU BOLT TU„D3B GORNERPOST BELOW ® 75 CFM MH EXHAUST FAN (WHERE IS REQUIRED) iN EACH -14N OD IN EACH C�NNE;TION 15T FLOOR W`EN UOUSST AREEXISTING DOOR ALIGNED USE CONTINUOUS STUDS STRAPS USE 515"0 ATM ANCHOR BCtT _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FROM STUD TO.T'!D MIN 5 1/2"EMBEDMENT SET I- GRADE IN ACMYUC TIE ACHES If WALL STUD TO BAND J015T CORNER, END WALL, AND POST CORNER ANCHORING TO FOUNDATION NEW DOOR ANCHORING FROM FLOOR TO FLOOR HW I Iya OR HU 12 a(WHEN TIW 15 NOT AVAILAELE) 20 a FLUSH MOUNTED HANGERS FOR JOA5T5g FOR DEL J FOR AL 0 FLITCH PATE REVISIONS H"B OR HGIT 7aa FOR ALL OTTER BEAMS HD3W4x3 TO STUDS W 15IS"O ATR MIN.5 I12"EMBEDMEM t SET IN ACRYLIC"'E ADHESIVE ALTO TOTO PLATE50FFLOORBBELOOW \j ,\ WJ3"soWa ER PLATES TO FLOOR JOISTS FOR CANTILEVERS NOTE: BASEMENT ALL LUMBER THAT COMES vx IN CONTACT WITH CONCRETE LT P4 e 12-o.0.6_eD WILL BE PRESSURE TREATED N EACH CONNECTION LUMBER. THIS PROPERTY IS NOT LOCATED JOIST HANGER CONNECTIONS SILL PLATE TO BAND JOIST ANCHORING OF WALL OPENING WITHIN ONE MILE OF THE COAST BUILDING SECTION A - A LLEWELLYN ENGINEERING SCALE 1/4"' = 1'-0" G R E G LLEWELLYN 61 SHINNECOCK HILLS ROAD SOUTHAMPTON , NY, 11968 (516) 375-0093 Lewelew@aol.com POST TO (2) 1 3/4X 14 LVL W 3/4" ST. PL. (P) POST TO RIDGE RIDGE RIDGE ❑U 1 1 I 1 I I I L L I L I I 1 I 31/2X91/2 I t I 1 1 TO SUPPORT --" o co DRAWING NAME: APB FLUSH ,-'' ' ' t I I I t t ROOF RAFTER ,,'�' ' ' EXISTING UNFINISHED ATTIC PRIMARY BEDROOM BUILDING SECTIONS 2ND FLOOR_ t = t t t ® , t t t t —n ST . : DATE:rnff 1771 �F NEfY 0 * �i. • # yv clic 1 ST FLOOR .. ......... ........... .. ................................................ ......... ......... � GRADE 068646 DRAWING o: %\ \� �------- LO BASEMENT _ DATE: PAGE No: 01/23/2026 15 OF 19 \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\�\\�\\�\\�\\�\\�\\�\\�\\�\\%\\/ DOB STAMP: BUILDING SECTION B - B SCALE 114" = P-0" DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 LEGEND: I GENERAL NOTES NAILING SCHEDULE TABLE 3.1 , WFCM 2022 CONCRETE & FOUNDATION EXISTING WALL TO REMAIN JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 2 1 . Architect/Engineer are not responsible for job supervision 1 . All footings shall bear on virgin soil having bearing capacity of 2,000 lbs. per square - - - - EXISTING WALL TO BE REMOVED 2. Contractor to verify adequacy of existing bearing walls and headers to bear new second story ROOF FRAMING foot. All exterior footings shall be a minimum of 3'-0" below grade unless noted otherwise in 3 -- - - - - - - - plans. Piles may be required depending upon local conditions. At the discretion of the engineer NEW EXTERIOR WALL CON515TING 2 x 4 WOOD construction. - Rafter to top plate (toe - nailed) (see table 3.4a) per rafter STUDS @ I G"O.C., I/2"GYP. BD., 3 I/2 a separate foundation plan by a licensed soils engineer may be required. A soil boring stating FIBER GLA55 INSULATION WITH VAPOR - Ceiling joist to top plate (toe- nailed) (see table 3.4a) per joist bear capacity is required to confirm these and water table conditions. BARRIER(R-13) BETWEEN WOOD STUDS 3. Contractor to confirm that all asbestos insulation has been removed from the premises by a licensed - Ceiling joist to parallel rafter (face-nailed) (see table 3.9a) each lap I/2��EXTERIOR PLYWOOD SHEATING, BUILDING asbestos removal company before construction begins. 2. All existing fill, roots, and other unsuitable bearing material shall be removed and footings 4 PAPER AND VINYL 51DING FINISHED. - Ceiling joist laps over partitions (face-nailed) (see table 3.9a) each lap NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL 4. These drawings have been (prepared by or under the direction of the undersigned and to the best of - Collar tie to rafter (face-nailed) (see table 3.6a) per tie carried to the bottom of such excavation. Contractor to verify soil bearing capacity and assume PARTITION CONSISTING OF 2'X 4"WOOD full responsibility for same. A soil boring stating bearing capacity is required to confirm these STUDS WITH TOP AND BOTTOM WOOD the undersigned's knowledge, belief, and professional judgement are in compliance with the New York - Blocking to rafter (toe-nailed) 2-8d each end RUNNERS AND ONE LAYER OF 5/8"THICK prior to pouring footings, contractor shall notify designer of any soil variations, or advice soil GYPSUM BOARD ON EACH SIDE. State Energy Conservation Construction Code 2024 and the Residential Code of New York - Rim board to rafter (end- nailed) 2-16d each end conditions and water table conditions. BSA CAL#301-GO-5M State 2025 D0 HARDWIRED SMOKE DETECTOR AND CARBON WALL FRAMING 3. Minimum compressive strengh of concrete at 28 days to be as follows: S MONOXIDE DETECTING DEVICE, 5. It is a violation of New York State Education Law for any person, unless acting under the direction 75 CFM MH EXHAUST FAN of a registered Architect or a licensed Professional Engineer to alter an item on this drawing. All - Top plate to top plate (face-nailed 2-16d per foot A. Footing, piers. Foundation walls: pc=3,500 p.s.i stone concrete. ® (WHERE 15 REQUIRED) g g y g )alteration must be made in compliance with the New York State Education Law, and Construction Code. - Top plates at intersections (face-nailed) 4'16 d B. Slab on grade. pc=3,500 p.s.i concrete per R402.2C. Superstructure slab: p.s=3 500 p.s.i. stone concrete The professional whose seal appears here on assumes no responsibility for an such alteration or re-used - Joints- each side, EXISTING DOOR p pp p y Stud to Stud (face-nailed) 2-16d 24 O.c. D. All concrete to have air entrainment of 5% to 7% per R402.2 without his written consent. - Header to header (face-nailed) 16d 16" o.c. along edges 6. The liability of registered Architect or licensed Professional Engineer interrante for errors, omissions, - Top or bottom plate to stud (end-nailed) (see table 3.5a) 4. Anchor bolts shall be set approx. one foot from corners. Set anchor bolts on either side of the NEW DOOR late to floor joist � band joist, end joist or blocking (face-nailed)2-16d per ft o and/or negligence resulting in (personal injures, property damage, or any consequential damages is - Bottom p openings gs and minimum of two bolts in any one sill, Anchor bolts 3' O.C. except as noted (evenly REVISIONS limited to the amount of the fee paid for these drawings. The retention or use of all or any part of these spaced). Anchor bolts are 3/8" diameter. drawings will constitute acceptance of this limitation of liability. Copyright 2012 professional whose FLOOR FRAMING seal appears here. - Joist to sill, top plate or girder (toe-nailed) 4-8d per joist 5. Perform required alteration to existing concrete. New Work installed adjacent to and connecting - Bridging to joist (toe-nailed) 2-8 d each end with present work shall match existing. Joints between new and existing work shall be trowelled 7. The issuing and/or granting of any certificate of use or occupancy is totally and completely under the - Blocking to joist (toe-nailed) 2-8 d each end control; of the town, village, city or county government. The Architect assume absolutely no - Blocking to sill or top plate (toe-nailed) 3-16d each block smooth and even. Provide expansion joints. responsibility for the issuing and or granting of any certificated of use and/ or occupancy. - Ledger strip to beam (face-nailed) 3-16 each joist 6. Provide continuous non- metallic termite shield with all joints sealed along perimeter walls and - Joist on ledger to beam (toe-nailed) 3-8d per joist shielded termite collars at plumbing pipes in crawl space unless otherwise noted. - Band joist to joist (end nailed) 3-16d per joist LLEWELLYN ENGINEERING - Stair treads to be 10" plus 3/4" nosing min. & risers to be max. 8-1/4 , per R 311 . CONSTRUCTION NOTES - Band joist to joist to sill or top plate (toe-nailed) 2-16d per foat 7. Footing at different levels shall be stepped so that the clear distance between adjacent bottom edges shall not exceed a slope of one vertical to two horizontal. GREG LLEWELLYN ROOF SHEATHING 8. Back fill shall not be placed against foundation walls until concrete is of sufficient strength and 61 S H I N N E C 0 C K HILLS ROAD - Glazing that is less than 18" ,A.F.F. must be tempered glass per R308.4. - Structural panels 8d (see table 3.10) until the walls are properly braced top and bottom by the horizontal floor or by adequate SOUTHAMPTON , NY, 11968 - Diagonal board sheathing 12" o.c. (field) temporary bracing. - All insulation to have vapor barrier facing heated area. - 1"x6" Or 1 "x8" 2-8d per support (516) 375-0093 9. Concrete foundations shall be poured continuously. If pour is interrupted a vertical key shall be Lewelew@aol.com - Tempered glass required if windows glass is 5'-0" or less above bottom standing - 1 "x10" Or winder 3-8d per support provided. Horizontal joints are not permitted. surface of tub/shower. - Wood 1-joist to be installed in accordance with manufacturer's instructions. CEILING SHEATHING 10. Contractor shall verify dimensions and locations of slots, pipe sleeves, inserts, anchor belts, instructions manual to be kelpt at job site. - Gypsum wallboard, 5d coolers, 7" edge/ 10" field. electrical conduits, etc.as required for trades before placing concrete. 11 . Concrete: work included; - All built-up level beams may be replaced by solid level beams of the same overall WALL SHEATHING A. All footings, foundations, steps, platforms, etc. as per drawings dimensions. B. All concrete slabs DRAWING NAME: - Structural panels, 8d, (see manu.) - Simpson connectors may be replaced by equivalents. - Fiberboard panels C. All other works as required by drawings. 7/16" 6d 3" edge/6" field D. Set anchor bolts. GENERAL NOTES - Multiple scale beams (Microllam etc. ) to be assembled & installed per 25/32" 8d 3" edge/6" field 12. All forms to be left in place a minimum of 3 days after completion of poring. manufacturer's specifications. - Gypsum wallboard, 5d coolers, 7" edge/10" field - Hardboard, 8d, (see table 3.11) 13. Damp Proofing: Work Included; - Wall sheathing to extend to top of top plate. - Particleboard panels, 8d, (see manu.) A. All surfaces to be damp proofed shall be dry, clean and smooth, free of dust, dirt, void and - Diagonal board sheathing cracks and shard projections. ST ,� y � DATE: - GWB to comply with R702.1 , R702.3, table R702.1 (2) �� g pM LtEw��' - Deflection f II m complies with Chapter 1 I' x 6 'or 1 x 8 2-8d per support B. Allow 24 hours prior to backfilling. * �� o a members co p es t apte 5,7,8,9 NYS residential code. 1 x 10 or wider 3-8d per support C Apply mastic emulsion only when temperature is 40 degrees and rising and in dry wheather - .� and 2020 BC-NYS Chapter 16 FLOOR SHEATHING `rc^p 8s � � D. Apply Celotes Trowel Mastic or approved equal on all foundation walls below grade at p' os�OFE D - All details on these plans provide a continuous load path as required. - Structural panels basement and crawl spaces. SSI4s 1 " or less, 8d, 6"edge/12" field E. Mastic shall be applied at the rate of 1/8" thick wet. - Contractor to ensure fit of all Simpson connectors before obtaining them. Greater than 1 ", 10d, 6" edge/6" field 14. Contractor to underpin any existing foundation walls abutting new foundation walls, footing or DRAW I N N - Design pressure rating of window to be DP-30 min. per table RT301 .2 (2) NYS - Diagonal board sheathing excavation with a minimum 16" wide single pour footing to a minimum of 36" below adjoining residential code also reference R609. 1 " x 6" or 1 " x 8" 2-8d per support grade unless noted otherwise in plans. 100000 1 " x 10" or wider 3-8d per support 15. Contractor to provide a minimum of r4.5 rigid insulation (vertical) as required for frost- rotected footing in heated building DATE: PAGE No: NOTE- ALL NAILS SPECIFIED TO BE COMMON NAILS p g g per table R403.3 For new construction. 01/23/2026 16 OF 19 DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 SPECIFICATIONS GENERAL NOTES LEGEND: CONCRETE SPECIFICATIONS LOCATION LIVE LOAD DEAD LOAD L.L. DEFLECTION I 1 GENERAL CONDITIONS First Floor 40 PSF 10 PSF L/480 1) Interior and exterior footings, slabs, and walls shall be 3000 PSI, Type I concrete unless otherwise noted. EXISTING WALL TO REMAIN Second Floor 30 PSF 10 PSF L/480 2 1) The contractor is responsible for checking all dimensions and conditions on the job. Where conditions prevent Decks 40 PSF 10 PSF L/360 2) Contractor to verify soil bearing capacity to be not less than 2000 PSF. No footings or slabs are to be cast on T- - - -+ EXISTING WALL TO BE REMOVED obtaining dimensions they should be broulght to the attention of the architect or engineer. Exterior Balcony 40 PSF 10 PSF U360 uncontrolled fill, loose soil, organic material, frozen ground, mud, clay or other unsuitable materials. If any of these Porch (enclosed) 40 PSF 10 PSF L/480 situations are present it should be brought to the attention of the engineer. 3� NEW EXTERIOR WALL CON515TING 2 x 4 WOOD 2) Construction contractor and his subcontractors agree that in accordance with generally accepted construction Attic (non-storage) 10 PSF 5 PSF L/360 STUDS @ I G'o.C., 1/2"GYP, BD., 3 1/2 _Wnmm� FIBER GLA55 INSULATION WITH VAPOR practices, construction contractor and his subcontractors will be required to assume sole and complete responsibility for job Attic (storage) 20 PSF 5 PSF L/360 3) Contractor to verify existing and seasonal ground-water level. If level is within 2 feet of the bottom of the basement BARRIER(R-13) BETWEEN WOOD STUDS site conditions during the course of construction of the project including safety to all persons and property and that this Ceilings w/plaster 40 PSF 20 PSF L/360 footing the architect/engineer should be contacted. 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING requirement shall be made to apply continuously and not be limited to working hours. Contractors agree to defend, Roof (w. fin. clg.) 25 PSF snow 15 PSF L/240 I T PAPER AND VINYL SIDING FINISHED, indemnify and hold design professionals hlarmless from any and all liability, real or alleged, in connection with the Roofing (no fin, clg.) 25 PSF snow 10 PSF L/240 4) Concrete shall be air-entrained with an air content not less than 5% or more than 7%. NEW NON FIRE RATED(COM13U5TIBLE) DRYWALL performance of work on this project. The contractor is responsible for the stability of the structure during erection. 5TUD5 WITIHOTOPAND OTOM WOOODOD Ceiling beam sizes may have to be increased for heavy storage attics. 5) Concrete slump shall not be more than 511. Engineer has approval to reject concrete if slump is larger than specified. RUNNERS AND ONE LAYER OF 5/8"THICK All work performed b the contractors shall conform to the requirements of local, municipal, state and federal laws GYPSUM BOARD ON EACH SIDE. 3 ) y q p BSA CAL#30 I-60-5M as well as any other governing requirements, whether or not specified on drawings or in specifications. Contractor to be 1) Wood frame dwellings to be designed in accordance with the 2020 Residential & B�uilding Code of New York State & 6) If concrete is delivered in an outdoor temperature lower than 40 degrees F it should be heated to insure that it will CM HARDWIRED SMOKE DETECTOR AND CARBON responsible for required inspection(s) of hiis work. WFCM 2018. Winds speed to be used is 130 mph. Exposure B category to be used for urbaln suburban or wooded and arrive at the job site having a temperature of not less than 60 degrees F or greater than 85 degrees F. SD MONOXIDE DETECTING DEVICE. p p p g ry g 9 g Exposure C to be used for open and shoreline areas. Earthquake Use Group I, Site Class D, Seismic Design Category B. ® 75 CFM MH EXHAUST FAN 4) The contractors shall notify the architect/engineer immediately if he cannot comply with the work called for on the 7) If the weather reports the temperature of the ambient air will fall below freezing for 3 consecutive days, cold weather (WHERE 15 REQUIRED) drawings. 2) These plans are designed to meet or exceed the requirements of the 2020 Residential & Building Code of New York concrete specifications will need to be followed. Contact Engineer if this is going to occur. State & WFCM 2018. When building in other jurisdictions, variations or adjustments may ble required. Verify any such EXISTING DOOR 5) The contractors shall notify the architect/engineer of any discrepancies between the drawings, notes, specifications requirements with local code or enforcement officers. 8) The addition of any admixtures to concrete shall be approved by the Engineer. and field conditions before commencing alny work and request clarification. Contractor shall notify architect/engineer of any design defects which the contractor actuallly identifies or reasonably should have identified in the drawings or specifications. 3) The architect/engineer's certification applies only to this plan's conformance to the ,2020 Residential & Building Code 9) Two concrete strength test cylinders, 6" in diameter by 12" shall be taken from each truck delivery unless otherwise NEW DOOR of New York State & WFCM 2018. approved by the Engineer. Compressive strength tests to be taken for each day's pour exceeding 5 cubic yards. Two REVISIONS 6) Contractor to verify new work with) survey. specimens to be tested @ 28 days. Field cured cylinders shall be cured under field conditions in accordance with "Making 4) Glazed openings must be protected with glass, certified to meet the large missile test (impact-resistant) or with and Curing Concrete Test Specimens in the Field" (ASTM C 31). The alternate is to Use ACI-14 Section 26-12 specification. 7) Contractor to provide all necessary protection and security for his work until turned over to owner. Fire extinguishers structural shutters with a minimum thickness of 7/16" and a maximum panel span of 81. Panels shall be precut and must be provided on each floor during cornstruction• predrilled. Attachment hardware to be corrosion resistant #8 wood screws 2-1/2" screws \w/ 2" embedment placed 8" on 10) All rebars to be grade 60 KSI steel and shall be free of rust, scale and dirt. center. 8) Contractor shall be responsible for cutting, fitting or patching to complete the work or make the parts fit together 11) All rebars shall be securely tied in place and adequately supported. All rebar splices to be minimum 30". Rebar properly. 5) Garage door openings to have additional bracing and heavier gauge tracks/hardwarfe to protect against 130 miles per shall be continuous through corners with splices located not closer than 3' from corners. hour winds. Garage door glazed opening protection for wind-born debris shall meet the requirements of an approved impact-resisting standard or ANSI/DASMA 115. 12) Footing below columns to be 3'x3'x1' unless otherwise noted. LLEW E LLYN ENGINEERING 9) The contractor shall be fully respoinsible for the removal or replacement of damaged or defective material or poor 6) Electrical work shall conform to national electrical code (latest edition) and any applicable local codes. 13) All footings are to have their rebar placed no closer than 3" to the supporting soil. G R E G L LE W E LLYN workmanship. They shall replace or repahr as directed by the architect/engineer, all such damaged or defective materials, which shall appear within a period of two )years from the date of substantial completion of the job. 7) Contractor to verify all dimensions before starting. 14) No weight shall be placed upon footings or walls until 7 days after placement as long as the concrete strength has 61 S H I N N E C 0 C K HILLS ROAD reached 2500 psi or by engineer's approval. SOUTHAMPTON NY 10) The contractor(s) shall remove all rubbish, waste materials and surplus materials that are a by-product of their work. 8) If header sizes are not shown, contractor to contact architect/engineer. ' ' 11968 Debris, dirt and dust to be kept to a minimlum and to be confined to the immediate construction area. 15) Contractor to notify Engineer for inspection of all rebar work prior to placement of concrete. (516) 375-0093 11) Contractors shall provide all necessary protection for his workers. 9) Do not scale drawings. Follow dimensions only. 16) Concrete pours over 9' shall be thoroughly consolidated by suitable means during placement using a mechanical Lewelew@aol.com 12) The construction drawings and specifications are supplied to illustrate the design and the general type of 10) Contractor to verify by testing if lead based paint, asbestos, mold or other hazardouls substances are present before vibrator. starting work. construction desired and are intended to imply the finest quality of construction, material and workmanship throughout. 17) Back filling against foundation shall not take place until first floor is anchored to foundation or bracing approved by 11) The EPA s Renovation, Repair and Painting (RRP) law requires that contractors perfforming renovation, repair and engineer. Backfill material shall be clean course sand. Equipment used for backfilling shall not come closer to the wall than 13) The contractor(s) shall maintain a current and complete set of construction drawings on the site during all phases of painting projects that disturb more than six square feet of paint in homes, child care facilities and schools built before 1978 the height of the backfill. construction for use by alll trades. must be certified and trained to follow specific work practices to prevent lead contamination. 18) All footings to rest on virgin undisturbed soil. If soil is disturbed, mechanical compaction to 95% Modified Proctor 14) No changes or modifications to the work shall be made without approval of the owner and/or architect/engineer, test in soil lifts not exceeding 6 DRAWING NAME: 12) Any alteration, repair addition or conversion to an existing dwelling requiring a buildiing permit requires that all Failure to obtain this approval shall cause the contractor or sub-contractor to assume full responsibility for subsequent sleeping rooms in the house be upgraded with hard-wired and interconnected smoke alarms. modification of the work required by owner or any regulatory authority. 19) Concrete wall design assumes backfill is well drained. GENERAL NOTES 13) Excavations deeper than 5' must be constructed according to OSHA regulations. Solft or sandy soils must have at 15) The architect/engineer assumes no responsibility for construction means, methods, techniques, sequences, or least a 1:1 slope. Hard or compact soils must have at least 1:2 slope. 0 Anchor bolts to be 5/8 x 12 J or L shaped, hot dipped galvanized or stainless steel located 32 on center unless procedures or for safety precautions and progress in conjunction with the work. There are no warranties, nor any otherwise noted and a maximum of 12" from all corners. Minimum embedment to be 7". Provide not less than two (2) merchantability of fitness, nor a specific use expressed or implied in the use of these plans. 14) Grade property 5% in first 10' from the building. Elsewhere the site to be sloped away at 2%. Foundation wall to anchor bolts on any one sill. Anchor bolts to have nut and washer tightened to sill. Washers shall be a minimum of 3/16" x extend a minimum 8" above grade. 3" x 3" square plate washers unless otherwise shown. Bolts to be located down the center of the sill plate. Deviation of more 16) Contractor is responsible for costs attributed to trailer rental, cell phone bills, site lighting, portable toilets, snow than 1" will not be acceptable. A hot dipped galvanized or stainless steel 5/8" x 12" threaded rod can be substituted for removal, site utilities, temporary heat/AC, temporary power, site security, testing labs and surveyor.. anchor bolts by being epoxied into place using Simpson Acrylic Tie. ST DATE: �P,� o 15) Under slab areas - after the service lines have been installed, all plastic or copper lines should be properly bedded ,� p�� Fw��. (clean fill, no rocks) and tested for leaks prior to backfilling. All copper lines should be checked for dents or abrasions and * ar� 17) The contractor shall retain the services of licensed professionals for code compliance for the electrical, mechanical wrapped in split foam insulation. 21) Contractor to install damp-proofing on all foundation walls and footing base that comes in contact with soil. See and plumbing systems which are not part ,of these drawings. All work by electrical, mechanical and plumbing contractors Drainage. shall be in accordance with 2025 Residential & Building Code of New York State & WFCM 2024. 16) All trades that are installing piping under the slab must install color coded caution tape 12" above their work. Use red J�oA 0168646 for electric, blue for water, green for sewer, yellow for gas and orange for phone/cable. Mark location of new work with color 22) All basement wall rebar to have a concrete cover of 1-3/4„ measured from the inside face of the wall. Tolerance for SS10NP o coded spray paint after trenches have been backfilled. reinforcement placement shall be +/- '/2". Vertical reinforcement rebars shall be placed nearest the inside face of the wall. 17) Copper joints will not be allowed under the slab and must be placed in a wall manifold. 23) Provide (2) #5 rebars continuous reinforcing at top of all foundation walls. Set rebars 2" from top and sides of wall. DRAWING o: 18) Asphalt roof shingles installed must meet 130 mph rating & wrappers shall bear lablel indicating compliance with 24) Provide (2) #5 rebars continuous reinforcing in wall footings placed 3" from soil and 3" from outside footing edge _ 1 0100 ASTM D 3161 class F. Contractor to follow nailing per manufacturer. Drip edge to be installled on all eaves and rakes. • unless otherwise shown. 25) (2) #5 rebars to be placed on all four sides of window and door openings and other large openings. Each end of DATE: PAGE No: 19) Contractor is responsible for all flashings. the #5 rebar to extend 2' beyond the opening. 01/23/2026 17 OF 19 DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 LEGEND: 26) Stepped footing not to exceed 1 vertical for every 2' horizontal. Rebar to continue through stepped footings and bent 9) All deck ledgers to be pressure treated Micronized Copper Azole 2x material. Ledgers to be attached with lag or 33) Web stiffeners to be 5/8" on TJI 110 joists, 7/8" on 230 joists and 360 joists and 2x4 for 560. 1/8" gap to be left at y through steps. thru bolts w/washers 12" O.C. top and bottom staggered and located not closer than 2" from top and bottom edges and the top between stiffener and flange of joist. EXISTING WALL TO REMAIN ends. Hole for lag bolts into rim joist to be 5/16" and ledger '/2". All Railing posts to be connected w/ Simpson Strongtie DTT 27) Pilasters to be 1 2" wide x 4 '/2" deep and contain (4) #5 rebars vertically tied to footing rebar and top of wall rebar. deck tension ties (www.strongtie.com/deck). 34) Two or three Microlam LVL's shall be connected with 3 rows of 16d nails 12" O.C. Four Microlam LVL's shall be T Vertical caged bars to be 2" off inside edgles and hooked back to rebars in footing and upper wall with #3 stirrups at 6" on bolted with 2 rows of bolts @ 12" O.C. - - - - EXISTING WALL TO BE REMOVED center placed vertically. 10) All headers to be (2) 2x12 or (2) 1-3/4 x 11-7/8 microlams unless noted otherwise. 3 35) Anthony Power Beams may be substituted for LVL's as long as the wood dimensions are not less than the specified NEW EXTERIOR WALL CON515TING 2 x 4 WOOD 28 All steel columns to be bolted to footings. STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 11) Double floor joists shall be located under all parallel partitions unless noted otherwise. Spacing between floor joists LVL. —09=* FIBER GLA55 IN5ULATION WITH VAPOR should allow for plumbing in plumbing walls. BARRIER(R-13) BETWEEN WOOD 5TUD5 29) Steel column top plate to be mininnum 1/2" thick and cover all supporting members. Base plates to be 10" x 10" 36) Web stiffeners to be installed on cantilever TJI's @ support points. 1/2" EXTERIOR PLYWOOD 5HEATING, BUILDING unless otherwise noted. 12) All floor joists must be restrained at the ends to prevent rotation by either a rim joist, end blocking, tension bridging 4 PAPER AND VINYL SIDING FINISHED. NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL or joist hangers supporting the depth of the joist. 37) Do not bevel cut I-Joist beyond the inside face of support. PARTITION CON515TING OF 2'x 4"WOOD 30) Concrete slab control joints to be 1/4"' depth of slab and not exceed more than 20' center to center spacing. Joints 5TUD5 WITH TOP AND BOTTOM WOOD should be laid out to form floor panels as inearl square as possible not exceeding a ratio of 1-1/2 to 1 . Joints can be either RUNNERS AND ONE LAYER OF 5/5"THICK p Y q p g 13) Two rows of blocking to be installed every 4' along the foundation wall that is parallel with floor joists. The plywood 38) Full width engineered lumber can be substituted for (2) or (3) members of the same type lumber. GYPSUM BOARD ON EACH SIDE. formed, tooled, saw cut or Zipstrip. Saw cuts to be installed 1 to 4 hours after finishing. Re-entrant corners should have (2) floor is to be nailed into this blocking. BSA CAL#301-GO-5M #4 rebars 3' long. 39 Hangers are shown on Ian. Contractors to consult architect/en ineer if hanger is not shown in drawings. CM O HARDWIRED SMOKE DETECTOR AND CARBON ) g p g g g 14) Floor plywood to be glued and nailed to floor joists 4" on edges and 6" in field with 8d common ring-shank nails. Contractor verifies that he has reviewed Simpson "Wood Construction Connectors" catalog for fastening details. All deck �p MONOXIDE DETECTING DEVICE. 31) Welded wire mesh or rebar should be positioned in the top 2" of a 6" slab and 1-1/2" for 4" slab. Flat sheets to be Fasten each plywood panel total) as installation progresses. If using ton ue-and- roove plywood glue the hardware to be Simpson Z-Max or stainless steel. Z-Max to use hot dipped galvanized nails and stainless steel hangers to (W CRE MH EXHAUST FAN used with an overlapof 1'. Welded wire mlesh or rebar should not be pulled u into position Burin our and should be p y Y �� p g g � � g p � g p pp g g ® (WHERE IS REQUIRED) p p p g p tongue-and-groove. Keep edge nails 3/8 from edges. Follow manufacturers guidelines for spacing between the panels. use stainless steel nails. placed on chairs or concrete dobies prior-to pour. 15) All walls over 8' high to be blocked @ mid-span. 40) Contractor to provide crawl space ventilation openings to be not less than 1/1,500 of the under floor area where a EXISTING DOOR 32) Under the slab shall be placed 4" of compacted sand or crushed gravel over a 15 mil vapor retarder with joint vapor retarder and openings placed to provide cross ventilation. Ventilation not required when ground surface is covered overlaps of 6" minimum. Use Vapor Block;V1315 from Raven Industries. 16) All post widths to be as wide or wider than multiple member width that it is supporting. with an approved vapor retarder, the perimeter walls are insulated and the space is conditioned. NEW DOOR 33) Sub-grade preparation under slab - The existing sub-grade should be cleared of top soil and organic matter and 17) 2x6 strong backs (2) on all ceiling joists 8' O.C., unless the ceiling is an engineered floor 1-joist. 41) Ceiling joists used or collar beams to be nailed with (8) 10d common nails at the joist rafter connection unless REVISIONS stockpiled separately. Pronounced soft and hard spots should be excavated and refilled and compacted with a soil similar to otherwise shown. the surrounding soil. 18) Splices of top plates shall not be closer than 61. Studs to fall under all splices, top and bottom. Studs to line up vertically with roof rafters wherever possible. 42) Floor to floor tension ties (Simpson CS 20 x 36") to be installed every 32" around house perimeter holding second 34) Granular fill, such as crushed gravel, sand or a mixture of sand and gravel shall be used as fill under the vapor floor studs to first floor studs unless otherwise shown. Tension ties to be located on each side of door or window openings barrier. If soil is disturbed, mechanical compaction to 95% Modified Proctor test in soil lifts not exceeding 6". 19) All gable end walls with cathedral ceilings to be balloon framed unless otherwise shlown. over 4' and within 2' from all corners unless otherwise shown. (9) 8d nails to be installed at each end. 35) Curing of concrete slabs open to the elements is to be done by keeping the slab wet and at temperatures between 40 20) Exterior wall ply to cover roof top plate completely and be nailed with 8d common nails 3" on center, staggered into 43) Roof ridge tension strap to be LSTA-18 with (4) 8d nails each end. and 70 degrees F or using a curing compound. both the top and bottom plate. 44) Double LVL's or dimensioned lumber shall be installed around all fireplace, stair openings and skylights with LLE W E LLY N ENGINEERING 36) No vehicles shall be placed on the slab until the 28 day strength is achieved. 21) All roof plywood to be nailed with 8d ring shank nails 4" O.C. on edges and 4" in thie field unless otherwise noted. connector hardware. 37 Curingof concrete walls and slabs open to the elements is to be done b keeping them wet and at temperatures Nail heads shall not penetrate surface of plywood. Nail Guns need to be set to the proper pressure. 1 G R E G L L E W E L LYN Y p p 45) All crickets to have minimum pitch of /a per foot. between 40 and 70 degrees for 7 days or using a curing compound. 22) Exterior plywood shall be continuous over all plate to plate and plate to rim board interfaces and may butt together at 61 S H I N N E C 0 C K HILLS ROAD 3 „ mid-depth on rim board. Exterior plywood to run continuous from sill plate over rim joist to studs. "L" shaped plywood to be 46) Joist hangers shall be used on all flush headers. SOUTHAM PTON NY 11968 38) Minimum concrete cover for rebars to be 3 when concrete cast against the ground, /4 when concrete not exposed , , to weather or in contact with round and 11-1/2" when concrete exposed to weather or in contact with round. placed around upper window and door corners. g p g 47) All framing on or near salt water shall be fastened with hot dipped galvanized or stainless steel nails and fasteners. (516) 375-0093 23) Three rows of blocking to be installed every 4' along gable rake walls. The plywood roof is to be nailed into this Lewelew@aol.com blocking. 48) 4x4 deck posts are to be bolted to the rim or band joist w/ (2) '/2"x 6" hot dipped galvanized bolts, 2" from the edge of the joist. All posts to be connected w/ Simpson Strongtie DTT deck tension ties which will require FRAMING NOTES 24) All roof rafters to be connected to top plate with Simpson H2.5A hurricane ties unless otherwise shown. Hip rafters blocking(www.strongtie.com/deck). The spacing of the posts are not to exceed 6' on center. 1 All framinglumber to be Douglas Fir #2 or better in an S-D or kiln dried condition. to be tied to top plate with Simpson HCP4 (double hip) or HCP1 .81 (single hip). Note that partially enclosed structures shall ,� „ ) g ry use a Simpson H10 hurricane tie. 49) Garage door shall have a minimum of (5) 3/8 x 3 lag bolts supporting each garage door rail for 8 x 8 door and (8) lag bolts for 8' x 16' door. Contractor to verify that door is impact resistant. 2) All sill plates that sit on concrete to be a minimum,double 2x6 ACQ pressure treated or Micronized Copper Azole 25) Interior shear walls to be plywood, nailed with 8d nails 3" O.C. on edges and 6" iin field with all edges blocked (MCA). Fastening of rim board to sill to be 10d toe nails 6 on center. All nails penetrating into the pressure treated sill plate 50) All window and door flashings are to be installed per the manufacturer. Where details are not provided by the shall be hot dipped galvanized or stainless steel. and nailed unless otherwise noted. Bottom plate to be nailed into joists below with 16d nails 3" on center. DRAWING NAME: pp g manufacturer pan flashing shall be installed at all window and door openings. Other flashings around window and doors 26) All exterior columns to have continuous galvanized metal straps from girder below do girder above. Straps to be shall comply with 2020 RC of NY R703.4 Flashing. 3) Termite shield shall be either copper flashing or COP -R-Shield and extend 1" minimum on each side of the concrete p ( ) GENERAL NOTES wall. Sill sealer to be used with this product. Simpson CS 16 and connected with 11 10d common nails each end. 51) Vented roofs in attics to have a net open area equivalent to 1/300 of the attic floor area and provide a vapor retarder 4) All deck framing to be Micronized Copper Azole (MCA) rated for ground contact specified as UC4B (ground contact 27) Columns resting on concrete to be connected at the base concrete with a Simpson lPost Base fastener and the top installed on the warm side of attic ventilation. ( with a Simpson type Post Cap with (12) 10d nails each end. heavy duty) or UC4C (ground contact extreme duty). Nails, hangers and fasteners to be 316 stainless steel. Field treat all end 52) Unvented cathedral or vaulted roofs/ceilings to have air-venting baffles on underside of roof running continuous from cuts and wood holes with an AWPA accepited preservative. Wood post base connectors to be raised 1" above concrete 28) Bored or holes or notching in studs shall not exceed 25% of the stud depth. If hole or notch is between 40% and soffit to roof vent or on the underside of the plywood roof a minimum of 3" of closed cell spray foam (R-20) with a class II surface. Slope concrete surface away fronn post connector. Use self adhering, self sealing flashing membrane on top of 60% of the stud depth than the stud shall be doubled. vapor retarder built-in or painted on for condensation control. Fiberglass Batt insulation can be added under. ST 6 W� DATE: multiple connected floor joists, girders and stair riser/tread cuts. Keep underside of deck well ventilated. ��'P``A� l�Fw0 29) Contractor verifies that he has reviewed the installation guide for the engineered wood products for this project. 5) Two rows of blocking to be installed every 4' along concrete foundation walls where the first floor joists are running parallel to the foundation wall if the wall is taller than 81. The plywood floor is to be nailed into this blocking. 3 �= 30) First floor I joists to have (4) 10d nails installed in its' bottom flange to the double siill plate. 068646 s• o 6) Floor assemblies using I Joists shell be provided a '/2" gypsum wallboard membrane, 5/8" wood structural panel A'QOFESSI4NP�" v membrane, or equivalent on the underside of the framing member. This is not required over crawl spaces (See IRC 31) When engineered floor I-Joists or Trl-Force open web joists are used, rim joists to b e Timberstrand 1-1/4" LSL rim R302.13). board. DRAWING o: 7) Fastening of exterior plywood to rim joists (box beam) and double top plates to be 2 rows of 8d nails 3" on center. 32) TJI Joists to have solid blocking and web stiffeners, when above walls or posts sit directly above. Fastening of plywood to double sill plate to be 3" on center staggered into each 2x member. N - 102000 8) Fastening of top and bottom plate con interior walls to be (2) 16d nails every 1211. Top plate to be connected to ceiling joists or with blocking spaced not more than 12" on center with (2) 16d nails every 12". DATE: PAGE No: 01/23/2026 18 OF 19 DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 1085 GIN LN SOUTHOLD , NY 11971 LEGEND: MASONRY SPECIFICATIONS 27) Extend flashing to lap at all corners. i 1) All masonry work to comply with Building Code Requirements for Masonry Structures and Specification for Masonry 28) Flashings to continue through vertical expansion joints. EXISTING WALL TO REMAIN T Structures, TMS 402/602-16. Mason to follow 2025 Building & Residential Code of NY & WFCM 2024. 29) Flashings to extend beyond the face of wall to form a drip. - - - - - - - - - - - _ EXISTING WALL TO BE REMOVED 2) All horizontal and vertical joints to be 3/8" thick. 30) Bond beams to have their horizontal rebars continue around corners 2' or 40 bar diameters which ever is more. All F-31 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD 3) The cavity between the brick alnd block or insulation shall be kept free of mortar and shall not be less than a 1" splicing of rebars to be 40 bar diameters. Bond beams to be located at the top and bottom of wall unless otherwise shown. 429M�9_ STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13)BETWEEN WOOD STUDS space. 31) Vertical rebars to be located within 8" of corners and end walls. Vertical and horiziontal bars shall be placed around 1/2" EXTERIOR PLYWOOD SHEATING, BUILDING 4) Mortar joints between concrete blocks shall be made straight and with uniform thickness. Bed joints for the face and all openings and extend past each other a minimum of 40 bar diameters. 4 PAPER AND VINYL SIDING FINISHED, iz NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL web shells shall be fully mortared. PARTITION CONSISTING OF 2'X 4"WOOD 32) Adequate bracing for walls taller than 8' shall be constructed per OSHA guide lines and approved by the engineer STUDS WITH TOP AND BOTTOM WOOD 5) Horizontal and vertical cells of concrete blocks that contain reinforcing bars, ledger bolts or other inserts shall be prior to construction. RUNNERS AND ONE LAYER THICK SIDE. GYPSUM BOARD ON EACH SIDE.E. filled solid with cement grout. BSA CAL#301-60-5M 33) Extend flashings to lap at all corners. O HARDWIRED SMOKE DETECTOR AND CARBON 6) Grout pours shall not be made) in lifts higher than 5'. The grout should be well consolidated in place. Lifts shall stop SD MONOXIDE DETECTING DEVICE. 75 2" below the top block. Grout mix shalll be fine and conform to ASTM specification C476. Mix to be a nine sack mix. Grout to 34) Waterproof Insulation �s to be used in cavity walls where shown. ® (WHERE C MH EXHAUST FAN (W IS REQUIRED) have a minimum compressive strength of 3500 psi. 35) Steel lintel bearing to be 8" minimum on concrete block and 4" on brick units. EXISTING DOOR 7) All brick shall conform to ASTIM spec C62 and C216. 36) Stack Bond to have installed a minimum of (1) #5 rebar in each piece of block. 8) The grout space in the parapett walls shall not be less than the sum of the diameters of the vertical and horizontal bars plus '/4" clear on each side of the bars. The grout space shall not be less than 2" thick. 37) Wall reinforcing shall not be less than #5 @32" on center vertical and (2) #5 rebars for bond beam. NEW DOOR REVISIONS 9) All pipes that pass through the masonry shall be sleeved to prevent them from bonding with the masonry. 10) Full height vertical joints shall Ibe filled with a compressible bituminous material. Horizontal reinforcing does not STRUCTURAL STEEL continue through the vertical joints. 1) Shop Drawings - Submit shop drawings for Engineers approval prior to fabrication, Shop drawings to include 11) For masonry block, horizontal joint reinforcement shall consist of at least (2) wires of W1.7 spaced not more than complete details and schedules for fabrication and assembly of structural steel member, procedures and diagrams. Include details of cuts, connections, camber, holes, and other pertinent data. Include welds by standard AWS symbols and show 16" on center vertically. size, length and type of each weld. Provide setting drawings, templates and directions for installation of anchor bolts and 12) For block and veneer masonry, horizontal masonry wall ties shall be a 3 wire ladder type No. 9 gauge (W1.7). other anchorages. LL E W E LLY N ENGINEERING Splices shall be lapped a minimum of 6". Minimum embedment of wire to be '/2 the thickness of the veneer unit. Cross 2) Code for fabrication to be American Institute of Steel Construction (AISC) 15th Ediition. ladder wires to be smooth No. 12 gauge wire 16" on center. Space reinforcement every 16" vertically. G R E G L LEW E LLYN 13) For cavity wall, brick veneer tires shall be spaced no more than 16" apart horizontally and vertically. Maximum air 3) Qualifications for welding work - Qualify welding procedures and welding operatiolns in accordance with AWS 61 S H I N N E C 0 C K HILLS ROAD Qualification requirements. Welders shall have current evidence of passing the appropriate qualification tests. The engineer space to be 1" - if larger than 1" require adjustable anchors. Corrugated ties should be corrosion resistant and at least 22- may request evidence at any time during the project. SOUTHAM PTON, NY, 11968 gauge, 6" long and 7/8" wide. Ties shlall penetrate into the mortar joint half the thickness of the veneer and have at least a (516) 375-0093 5/8 inch or mortar cover to the exposed face. A minimum of an 8d nail or fastener having equivalent or greater pullout 4) Structural steel shapes to be A992, plates and bars to be A36 or A572 Grade 50. strength to hold anchor to stud wall. Locate the nail or fastener within 1/2 inch of the 90-degree bend in the anchor. Lewe I ew@ao l. o m Corrugated ties are not to be used with metal studs. 5) Anchor bolts to be ASTM A325 or GR 55 F1554. Acrylic adhesive anchors can be substituted for cast in place anchors with Engineers approval. 14) Debonded shear anchors shalll be used for connection between the steel columns and the masonry wall. They are to be located every 16" vertically in every other course. 6) High strength threaded fasteners, heavy hexagon structural bolts, nuts and washers to be A325 or A490 bolts. 15) Where block masonry and steel columns meet a void may form which shall be filled with a pre-compressed self 7) Electrodes for welding AWS A5.1 or A5.5 E70XX. Welding temperatures shall be iIn accordance with the AISC and adhering foam sealant. AWS specifications. Any structural steel damaged in welding is to be replaced or reinforced as acceptable to the engineer. DRAWING NAME: 16) Self adhering flashing shall be used at steel corners where end dams are located along the web. They are to be 8) Structural steel primer paint to be SSPC - Paint 13. Exposed steel to have one coat of a zinc rich primer, an made of 40 mil rubberized asphalt. intermediate coat of epoxy and a finish coat of urethane. GENERAL NOTES 17) All lintel flashings to have end dams. 9) Non metallic shrinkage resistant grout to be premixed, non-corrosive and non-staiining consisting of selected silica sand, Portland cement, shrinkage compensating agents, plasticizing and water reducing agents. 18) Horizontal expansion joints are to be located directly below every shelf angle. 10) Fabricate and assemble structural assemblies in shop to greatest extent possible. Fabricate items of structural steel 19) Where reveals in the brick occur, the brick below shall be chamfered so as to not create a ledge. These brick units in accordance with AISC specifications and as indicated on final shop drawings. ST .� F40f, o DATE: shall be 100/o solid (no cores). If the brick Is to be un-chamfered the reveal depth shall not be greater than /4 . _ 11) All connections should be constructed as shown on the drawings. Alternate connlection designs shall only be 20) Vertical expansion joints shall be located at every exterior steel column except at the corners. allowed with prior approval of the engineer. *_P_ ; or lintels shall continue through corners and be mitered. Calculation and shop drawings shall be submitted bearing the engineer's seal and signatuire. 21 Shelf angles g 'Fp 06a646 �V 22) Not less than two-thirds of the brick width shall be placed on a lintel or shelf angle. 12) Connections made with unmarked bolts and nuts will be rejected. All bolting to be. Snug-tight. ESS10� 23) Masonry block cells adjacent to all windows, doors, inside and outside corners, and adjacent to control joints shall 13) Connections shall be detailed or scheduled. No connections shall consist of welds developing 10,000 pound DRAWING o• be grouted and contain #5 rebar verttically. capacity. Minimum weld size shall be 3/16" fillet. 24) Mortar shall be type S for block and N for brick. Sand is to be free of salt, dirt or any other organic matter. Water is 14) Gas cutting torches shall not be used to correct fabrication errors without the applroval of the engineer. 105 * 00 to be potable. 15) All structural steel that is located in exterior unheated spaces, including steel directly exposed to weather shall be DATE: PAGE No: 25) Weep holes are to be locatedl above all windows, doors and base flashings. Spacing to be 24" on center with a power tool cleaned and painted with three coats of oil based paint in accordance with the Steel Structures Painting Council. 01/23/2026 19 OF 19 minimum of two. Weep holes to have installed weep tubes or plastic head joint ventilators w/ mesh (non-woven laminated). 16) Connection of wood packout to steel beams and columns to be w/ '/2" bolts 2' on center on each side of the web. DOB STAMP: 26) Lap flashing joints a minimunn of 6". If flashing material is not self-adhering set lapped flashing on a continuous bed Alternative connection is to use a power actuated fastener by Hilti X DNI. Shaft of fastener to fully penetrate steel flange or of mastic that is compatible with flashing material. Flashings to be copper, lead coated copper-or stainless steel. web. Locate 16 on center on each side of web. Do not thermally cut holes or enlarge holies by burning. DOB APPLICATION #: