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HomeMy WebLinkAbout53157-Z A�lo TOWN OF SOUTHOLD 0 BUILDING DEPARTMENT SOUTHOLD., NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SP'E'QFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 53157 Date: 07/30/2026 Permission is hereby granted to: Thomas Smith 3121 Oaklawn Ave Southold, NY 11971 To: relocate an existing accessory garage as applied for perTrustees, ZBA and DEC Non-Jurisdiction letter with flood permit. Premises Located at: 3121 Oaklawn Ave, Southold, NY 11971 SCTM# 70.-6-10 Pursuant to application dated 07/02/2026 and approved by the Building Inspector. To expire on 07/29/2028. Contractors: Required Inspections: Fees: Accessory-New Structure $278.13 CO Accessory Structure $100.00 Flood Permit $150.00 Total 528.13 Bur ding Inspector 1 � TOWN OFOC TLIoLI�--BUILDING DEPARTMENT i South 11971-0959 Town Hall Annex 4375 Main Road P. 0. Box 1179 Sou old, ITT Fax(631) 765-9502 htt :" s t to ��, DY Telephone (631 765-1 02 Fa � __.. Date Received APPLICATION FOR BUILDING PERMIT rr= rpok Lr�r* For Office Use Only JUL 2 21026 ry Inspector Buildi ng Ins PERMIT NO. � P . r), Applications and farms must be filled out in their entirety.Incomplete - � pp ,part ,e pP a lications will not be accepted. 'here the Applicant Is not the owner,an t old Owner's Authorization farm(Page 2):Tall be completed. 7Date: o? OWNER(S)ofPROPERTY: n p SCTM # 1000- ()­7 C) Name: X ` oe t , Project Address: Email: Phone# � . i .,,► 5, �"' . , Mailing Address: CONTACT PERSON* Name: - - c vc Mailing Address: Phone#: Email- DESIGN PROFESSIONAL IONALb INFORMATION: Name::. -�4r :nz za�� � m, Mailing Address: �'.�'7V�. �� e,,gL No / 4 o' 2L, .15 &)d Phone#: _ _ - Email':� CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION of PROPOSED CONSTRUCTION F-1 New Structure DAddition ©Alter ion Repair �D►emolition Estimated Cost of Project:X14 r Other Will excess fill be removed from remises? C]YesWN0 Will the lot be re-graded? Cl Yes o 1111�1 p i .................... PROPERTY INFORMATION Existing use of property: Intended use of property.. Zone or use district in which premises is situated:: Are there any covenants and restrilcvbns with respect to e this property? F-]Yes �IVo IF YES, PROVIDE A COPY.- qo I'll 11-1 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,,New York and other applicable Laws,,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In 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. 'Xowner Application Submitted By(print ElAuthorized Agent i at Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF M. 1 C rrv, 1—kl being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the C)W (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 20 J Notary Public, TIF'FANY i 13ER,EZ,'N Nolaty Public,.State,of New Y ek, No.0!113 E62641,12 PROPERTY OWNER AUTHORIZATION ulafified in,Suffolk Counly MY COMMission Expj:res (Where the applicant is not the owner) residing at, do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 .... ---- ...... w � � , �r u� � Ifs°;lb InEti• '�� a� n�. y � p u � �i� '�"" t�' � d`� �Iw i ^�c,�' � Y " r 6,f. r w w �r f a P r" U r� 11' Hi OFSOUTHOLD TOWN TRUSTEESBOAa ► OUTHOLD,NEW YORK q I f I 1 A PERMIT NO, 10906 DATE: � 4 2 26 r ISSUED TO: S NIFE �SMITH �. r THOM PROPERTY ADDRESS: 3�1,21 � A ' S,0U"TH Ll SCTM## 1 001-70-6 11 .y AUTHORIZATION the provisions of Chapter 275 of the Town Code of the Town of Southold and in Pursuant to p � , o accordance with the Resolution of the Boar of �sees adopted,at-the �i held o i 2q, and th �u� of So� o o enn "or, the n eom�deration of application�on fee�, � y �. r o s ee �I W W Is and,Conditions as stated, n e Resolution,th,e Southold Town Board of Trusteees,authorizes and piel Mits y the following: �a Wetland Permit to-demolish the existing one-store dwelling and construct a new 1 03s 1t. one-story dwelling in-place consisting of raising the existing foundation an additional+16 inches to meet FEM .compliance, and baekfill inside entire foundation with compacted clean fill; construct two 19.5sq.ft.stllops and one 15sq.ft.stoop; n existin tics y stem• install an sanitary remorve/abando g se system behind • �4 p + . 7 cubic yards of clean fill to raise the area±14 inches; "y the garage and add 17 6 • walks and patios to be removed-and replaced with 1,062sq.ft. � r 942sq.ft. of existing back �y p of concrete avers and permeable stones; install a stormwater drainage system; I � n relocate the existin 12.5'x24.5' garage 10' to the west on top of a new foundation; Il l 0 � r If remove exst �gretall� wall 'behind,garage and construct a 5.5 L by 661 aye " • ll further to the south; lusta��reloc�ate underground(varying)by 101,1W r�tar� �g wall, r r maim the �e�t.irre of e th r " water and elee'tr c- and t� establish and. perpetually y r t for a 3 s .ft.la ar ; buffer are sere q ea and as property as a vegetated non-turf � • i e�n ineerin &Land Surveying, de cte on the site plans prepared by lslan w g g v on Janus 5 2026 and stamped a�w rove on canna 14 0 d Jeff " • u ' reset �•y' � � P w � µ" 5 rove on an,ua 1. , 021 * Zahn AI received on January d sta. r • IN 1T SR F the said Board,o Trustees hereby,cues, o o ra Seal to e � �" " WHL and these presents to be subscribed b majority of the said Board as of the day and year written above. maJ F04t, mu �� A� l k m I W � FIN Y n ^ yy � W� r I J � mmr� IV 0 I � ,� ,. ,�� ,•06' � nw + RnX' x u^ �„ �, ,� �N�MRY71 �m ,,,'. ! X-�' �li. � , r ;. �,�� ,�, ,�� �I Fed �� �'r i`, „, I'>rr�, �. .,� �"� w• y Y y "� a a u,, .�„ �"' �uaro I �A. " µV • er ,�� �� Mrs.. �„'"�, � � � �'., „� r""�"w �a �"�.�R;r��� F'" �" � �. I � M • �w NEW YOLK 'STATE DEPARTMENT of ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region? SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 P(631)444-0360 www.dec.ny.gov LETTER of NO-JURISDICTION ��,. I stag , yxw� September 12, 2024 .. R 'tl r, Thomas and Jennifer Smith f°" �u , k^f �° . 3121 Oaklawn Avenue Southold, NY 11971 n 7 vV Re: Application ID �1-4738 tJ5o23l00�0p1n `r f IPrm 3121 Oaklawn Avenue Southold SCTM # 1000-70-6-10 ARNO-DEP Dear Applicant: Based on the information you submitted, the New York State Department of Environmental Conservation (DEC) has made the following determination. The portion of the referenced property landward of the functional bulkhead more than 100 feet in length and originally constructed prior to August 20, 19773 as evidenced on the survey of the subject property by Roderick Van Tuyl, P.C. dated January 23, 1976, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward (upland) of the jurisdictional boundary indicated above. Please be advised however, that no construction, sedimentation, discharge, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within DEC's jurisdiction which may result from your project. Such precautions include maintaining an adequate work area (i.e., a 15' to 20'wide construction area), or erecting a temporary silt fence, barrier, or hay bale berm. This determination runs with the land. Please be advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Very ru��l yours, WOW, Sherri L. Aicher Regional Permit Administrator S LAIm rp C: BMHP Pile NEWYORK part t f ��llm" ron j _rase t F t. L1 4 t— s f nTYCttiCY AT LAW 526,45 14AIN ROAD g 4SOOL)Tf#O^D,N.Y.11971 (5t6-)76-5-23'0 e-1 L bey fit. a _ t . lob lb tv 4-c _ � lllrrr l' - -. ..a. id 1,6 --i- . 'It y- SA VIOLUMN Of 4 t — a s Gr TMS _ - a OF U �� L t ,, .. .``� .' '. t.:'...� . �.�•' y KP _ wanvil A,. .a . L-� e # it to UNWAZ Mal. g. 45 e e/40 1.9 i n- 72. ? , 4v� � - � n_ �—>€� � Southold Town Hall BOARD MEMBERS • 101, 53095 Main Road •P.O. Box 1179 Leslie Kanes Weisman, Chairperson ` Southold,NY 11971-0959 Patricia Acampora Office Location: Robert Lehnert,Jr. tog, Town Annex/First Floor Z Nicholas Planamento (at g 543 75 Main RoadYoun s Avenue) Margaret Steinbugler Southold,NZ 11971 http://southoldtowraiy,.gov ZONIN"Gi BOARD OF ,AP'PE,A,,L,S 8p"m-VI,#mo's TOWN OF SOUTHOLD January 23, 2026 Tel. (631)765-1809 Thomas and Jennifer Smith 3121 Oaklawn Avenue Southold, NY 11971 Re: De Minimus Request, File#8011 3121 Oaklawn Avenue, Southold SCZM No. 1000-70 6-10 Dear Mr. and Mrs. Smith; We are in receipt of your email correspondence dated January 15, 2026, requesting a de minimus approval vai related to ZB .inat cn 11 dated'N"overnber 16, 2023, in which variance relief was grantedto reconstruct a,single fiamily dwelling upon the above referenced premises. In our letter, 3' p you explain that the Southold Town Board of Trustees requested that you relocate the y existingaccessory garage in order to lace a proposed Innovative Advanced(I/A) septic system in the rY g g p front yard. On the submitted lot plan, last revised January 5, 2026, depicting the proposed Y p improvements to ourproperty, the existing accessory garage has been shifted 10 feet west of its current p Y location. The Board has reviewed Y q our re uest, your revise 1, t n,prepared by Jeff A. Zahn, Architect, last revised January 5, 2026, along with the Zoning o of Gals records, and have determined that the g proposed change is de minimus in nature. Please note all conditions of approval shall remain. Submit two (2) original dated, signed and sealed Site Plans and Architectural Plans depicting the change. Please contact our office if you have any further questions or concerns. re,Y os e K es Wel Chairperson cc: Building Department Board of Trustees A CR 40, w mmW M,a4!"�' ut y..� w ""'""�""u": " , uwoiu w,emu",•m, ".. �r"Yaa.'wuGv ''" �,"', v ,rr� �, '.a6u a,.'�'..�sv"u• ,. ,wwYu Non O ;M M.MAk AN"CAR" HuSAY NEW,MaN FMPN0'� mu MRS �� � - �� ^` NkNk"NIP''bON �N48—NCSNlml N NN a N N Lx 1 311:10111,1 40 �i � , ................. A, N q � IN,Al u° NY�P�f fiUlu— ell Ot Ir 7110 11���..� rq " lhk • o, "n ,� � ,�ti~•.gym„ m�. Tom:,^�,,� � '-, r'"� PH i z m ° till, A �m r uN'r"'w��f"mJ'�dr� s�cwr w N ■°�� n� �N, � ........... GNLLGIX9-NV-W WOI�WM9 I LL IRAV NAVI VO TZTG 746TT AN crioamos N), F �sl 8 111 HOMMISaR RIMS REU 01 MOLLVAONHH PA R� A b 9 AaN aw mounoNaa aasocioaa r% L—J CD 'Lu X, 0 Dial, .................... lllw ww w.w: op le ........................................1.� q IL Z ................... -A, Ilk liew. ................... 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Fax. �-��..� ��. _. _ roM - a - _ A:;) ON _�-V�W---lt� 5OF9 3_ .. '. 3 z E 3 3 x _ � g ="ROP05EED FRONT ELEVATION PR0P05j=--D Rl BHT ELEVATION 9 U 19 o _—_ FOR.S T 22Ra :OM 24 sPLR T_. COMI�EHT 06-24-24 REMD10M BOARD OF Oq-20-24 REMM s. =22i— Maa 06 I 9 - IA S CR-25-25 FZEA5W ' .. "' . AIV- =F.= 11ID22-Z REV5U7 VASED 0.4 MA PAIM W, Z _. 0 i a ILIF a Q s z K W -vf!R0FO5ED REAR- FELEVATS � PROPOSED LEFT ELEVA71ON z DE NIM H 00,., 0 Muj 04 FINAL MA 44 DATEDI REVIEWED BY 9OF9 fI , BOARD MEMBERS Southold Town Hall 53095 Main Road P.O. Box. 1179 Leslie Kanes Weisman, Chairperson V Southold,NY 11971-0959 Patricia Acarnpora Office ce Location: Robert Lehnert, Jr. Tom Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) Margaret Steinbugler Southold,NY 11971 http://southoldtownny.gov llplwaoq" TOWN OF SOUTHOLD Tel. (631) 765-1809 FINDINGS, DELIBERATIONS AND DETERMINATIO: MEETING OF NOVEMBERr.209 2025 ZBA FILE: No. 8011 NAME OF APPLICANT: Thomas Smith. PROPERTY LOCATION: 3121 Oaklawn Avenue, (adj. to Jockey Creek) Southold,NY SCTM No. 1000-,70-+6-10 SE1 RA:....... T` �I� ATIO : The Zoning Board o Appeals has visited the property under consideration in this applicatlion, and, determines that this review falls undeil- the Type 11 category of the State's List of Actions, without 1 urther steps under SERA. S 1,FF lm0 AD � IST 1;1�E ��' "I'h is application was referred as required under the Suffolk C o I yt A ninrist ,citive Code Sections A 1.4 14 to 23,1 and the Suffolk.County.Department of Planning issued its reply dated March 112, 2 2�5 stating that tliis application is considered a matter for local determination as there appears to ben g county-wide significant nificant coup -wide or inter-comm unity impact and adding that no stor mwater runoff resulting from the proposed development and site improvements should be discharged into the adjoining body of water. LWRP l l : This application was referred for review under Chapter 268, Waterfront Consistency . ront Revitalization Program (LWRP) Policy review, of the ro n of Southold Town Code and the LocalTaterf Standards. The LWRP Coordinator issue a r eommendaC on dated, April, 23 2 25. 'Based upon the iefrnlation y p ds"availa le, P' cent Forr�n��ub ar��e ��as Well as the records r vrdo on the LWRP onsrstenc Assessment rn�r. d to this rs e ill ecornme ded that thle � o os d action. is ' "� with the RP' policy stair ads and therefoi is �t is r P P INCONSISTENT with the LWRP. Policy 1. Foster a pattern af develo, in the Town of Southold that enhances coini unity character,, preservers open rice; makes efficient use of l� st r�t�trfe, makes �neyic use of a coastal l ca°fio and nuni r ize adverse A F 11 effects of development. 1. The structure is located within a 1%Annual.Chance Flood Hazard area(FEMA Flood Hazard). 2. Exu,ansion of structure increase in Lot coverage of 24.6% (amended Sept nli�ber 24, 2025 to 23.17% lot coverage) within this area. should be avoided or minimized due to repeti,t°ive loss from storm damage, including hurricanes. 3. Groundwater elevation is expected to rise over tinge in this hazard area. w However, with the conditions imposed herein for required approvals from the Southold Town Board of Trustees for the sin l °ar ilk d N' ling and ppr oval from the Suffolk County e�p at e t o health Services fir a l �wastewater, w . . for the proposed acees or of tubs pergola,and trea.trerrt.�yste°n and with the cal herein by the o �. I f Apnea l y P second st addition to tl e ara e the A n eterr hies that the action for the ,as built reconstruction, of the y exist]ng'single family dwelling is LWItP-C�ONSISTE.NT a h. W I Page 2,November 20,2025 #8011 Thomas Smith SCTM No. 1000-70-6-10 /DF UPTION The subject property,is a.non-conforming 6,953�.3 1 square-f6otparcel located PROPEKY,F -S�C.R I�, � a 36,31 feet and continues northerly ine me sures In the,Residential R-40 Zoning District. The northeasterly property I* at 5 6.29 feet and is adjacent to Jockey Creek,the property line,continues southefly,measuring 1,4.94 feet,th e easterly property line measures 65.00 feet, the soot herty property line m easures 7431 'feet and the westerlyproperty line measures 58.33 feet. The property is improved, with a framile one-story, dwelli"ng. A detached, one-car garage located south of the dwelling and a dock is located north of the,dwell"irig in Jockey Creek with tidal wetlandslocated on the westerly side of the property,. The driveway,to access the propertyis,located,west of the property,on Oaklawn Avenue as shown on,,the survey preparedby Scalice'Land Survey"i"rig, last,revised January 18,,2,023. 6r �onl Article Ill, Section 2,8'(")-15; Article XXIII, Section 280- BA� P -C Request f Variances f $IS OE,,AP' Ll ,ATl!M,* ber 124, and theBu,"Id"ng I spector's February 24, 2025", AMENDED March 4, 20251, March 13, 2025 and Septem , I I n 414 fit"o (as per T`olwn 24,2025 Notice of Disapprovat based,on,an application for apel—ritto le,gall",ze an, as built'demoitin ID I ing comply"ng with,FEMA.r eguiations,:, and,to g s,nglefam`ly dwetb Code definit*lon),and,reconstruction of an,exist' Construct a second story addition to an existing accessory gatrage; and-to constru n ct an,accessory pergola, a- outdoor shower and an accessory hot tub- att)single-family dwelling located,'less thart the code requt"re d minimUm rear yard setback of 35 feet- 2)more than'the code, perm litted max1mum lot coverage of'20%; 3)second story addition to,the an acicesisory garage located, 'in other than'the code permitted rear yard; 4)accessory pergola located in,other th, 'the @� 'ib code permitted rear, yard-, 51)�outdoor showerlocated,in other than the code permitted,rear yard;6)accessory hot ti located in otherthan 10 the code permitted rear yard located at,3121 Claklawn,Avenue,(adi.,to Jockey Creek)Southold., NY. SCTM No. 1000-70-6-10. R, ELIEFIRIE EUED-., The applicant • requests variances for an"as built"demolition(as per Town Code definition), QQ lying with regulations,as well as construction and reconstruction of an existi[ng strigrife-farnii'lly dwelling complying- hot tub. of a second story addition to an existing garage,an accessory pergola, an outdoor shower and an accessory 41 3.17%. The The existing sing le-fAmil i y dweilng has a,rear yard setback of 11.8 feet and proposed lot coverage of 2 accessory buildings 1structures will,be located in the side yard. The Notice of Disapproval has been amended to reflect the revisions shown on the two(2)revised site plans drawn by Jeff Zahn, Architect, last updated September 3,2025. ,ADDITIONAL.[NF0R1VLkI10N-. A,new,In,,n,,ovat"l"�ve�,Adv,,anced(I/A)septic plan,was,subm itted,as well as testi Molly, by Eric M Hanninen,,Licensed Professi•onal Engineer,along with a feasibility to or the,location ofthe proposed subm"itted,to the Zoning Boa-rd of Appeals libeled,Phase U.- second tic ,yste w arch'tectural planswere U,A Sept �S m. Ne I story garage, Outdoor Shower,Jacuzzi,and Pergola last, revised'by Jeff A.,Za,hn,,,Architect,last revised September 3, info and in f�vor have been 2,025. Several neighbors, testified in opposition tothe new plans and letters "in, oppo t submitted to the Zoning Board of Appeals. A Stop Work Order,was, issued to the applicant on Februar'y, 7,2025by th e Town"s Senior Building Inspector. The basis of the Stop Work,Order was construction beyond the scope(50%) of Buildi"rig Permit#51210 issued September 23,2024-The Southold Town,Trustees,perfornied a Site Inspection on ,August 6,2025. Upon ins pmtion, the Trustees concluded that.the,proposed,project"zinc ludes an incredible amount of structure for the parcel"and,that the,proposed,I/A system shouldbemoved more landward,. The'Trustees Board also,questioned,,excessive programming for such a constrained parcel. The,ne"W'sub missi,ons,by the applicant to the ZBA have not been submitted to the Trustees for final comments. The e p;la nsreduce the pergola by 50%(now, 50 square feet)and the hot tub by 25%(now 39 square feet). F GS,OF R�DA�CT FACT/!ENS,0N, �F �R�BOA� lON�, :,, TheZolling Board,of Appeals held a public;hearing on the revised,apiptication on Novetriber 6,2025 at which time w Uten,and oral evi" sented. Based upon all testimony,docum.entation,personal inspection of the ri dence were pre property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: Page 3,November 20,2025 #80 11 Thomas Smith SCTM No. 1000-70-6-10 1. Town Law 2,67404(b), Grantofthe 'vartances will produce,an undesirable change in the character of lthe ,d addifional nelighborhood and a, detrim,ent to nearby propertues. The noln-clonfmflng locations of lthe proposeI I structures as well as the,Jolt coverage variance they'requir6 are detrimental,to the neighborhood characterand increase the risk of environmental harm. The parcel is in the F EMA,floodzone along wit abutting we'dand s. The parcel, IS small and constrained by its size,thus exceeding the allowable lot coverage. The proposed dwelling as a singlie-story will be FEMA compliant. 10 T e benefit sought by the applicant cannot be achievedby some,method, fdasible h for the appl'icant topursue,, other than an area variance, Any changes on this highly constrained small water, ont parcel would need variance relief var"' here.#n for the reconstruct,ion of an, exIls"ting sin,glefammlily dw,elling 3. T,own, Law, 2674113)(h,)Q& The iances i ...L � and set,back and 1,5.8 5%, are mathematically substantial, represen,fing 6,62%relief frorathe Town Coldef-orthe rear relief for tot, coverage. The varliances, for the proposed second,story ad it to,the garage, and for the accessory erg, ola, outdoor shower,and a hottuball, in the no -con `or in'g slide yard, 'represent 100%, relief from, the Town. 'P 0 11 1 ,d has Code. The requested,,rear�yard�,setbac,k,re,],*I,e�f,m,,a,tnta"i,nsth,e,setba,,,ck�o,fthe�exis,tl*n,gh,lo�u,sepr'l"o�rto,d,emo'"'ton an It bors. The lot thus, Will not be a dietriment,to the community cyr to any nei,,gh beent"n, place since the house was built, if granted, would be detrimental to the neighborhood character and coverage varitance on, this challenged parcel, 'I Ustructures,exposed to damage from storms,flooding, and Rroundwater elevation rise. would 'increase the number o 4. 'To nLawQ,67 at a variance in,this resl dent"I'al,co mmunity, .�.=h M, )i Eviidence,has been submitted to suggest th 1W ental conditions,in the neighborhood. The LWRP comments Will,have an adverse impact on,,the physical or environm I highlight the potential for repetitive loss due to storms and the 'hazard posed by rising� ground water levels,. The Southold Board of Town Trustees fielid inspection notes include questioning the excess"we amount of proposed construction on the subject property "including the second stiory on t he existing garage,the,pergola and the hot tub. iculty has been self-crelated. 'The ap� nt purchased cel after,the I the par L26Z-b The di puciai WiNNO"Willil .13jffia- I Zoning Clode was "in effect and it is, presumed that the applilcant had, actual or, constructive knowledge of the 'prior to or at the ti'Meof purchase., 11rattati"ons on'the use of the parcel under d1eZon.1n1g Code in of yet I a 0 rn action necessary to enable the 6.low �.L 4 1W 267-lb Grant ofthe requested rear yard,setback relief is the minimu uilt and FEMA-comphant'!oine while preserving and protecting the character 4'oy the benefit ofla relb, appllcantto enj of'the neighborhood,, and the health, sa&ty and welfitre of the community. Grant', of the, requested lot coverage Vartance for the, additil',onal accessory structures,,,,, and, fdr expanding the glarage in a non-cionfdrm ing, as well as variances for accesso structures in non-conforming location s, is of the mi,ni'mum actton necessary tro enable the ry applicant to enjoy the benefit of a rebuilt and FEMA-compliant home while preserving and protecting the character of the neighborhood and the health, safety and,wet fir e of the community. ION T , HE,BOA,R,_D:- In considering a above ill oft ab factors,and applying the test under New RESOLQ OUT and duly caIT"ed. York Town'Law 267-B,m,otion was oMred by Member Acampora, seconded ember ehne by M Lr� to: GRANT the variance relative to the rear yard setback of 11.8 feet for the reconstructed single family dwelling, and DENY the addition of a second story 'to the existing gara g e in a non-conforming 110cation, the accessory pergola, hot tub,, and an outdoor shower in non-conforming locations, and the request for excesslive lot coverage of 23.17%. Pag►�4,November 20,2025 #8011 Thomas Smith SCTM No. 1000-70-6-10 a U 8 A, C I T T 0 F 0LLD I .T.I.O.N..§ � approval from the Southold Board ofTrustees r any work done o the premises 1. e applicant � obtain s wired Town.n.Code, a� y y p y Trustees. a ust c� 1 wan a.� conditions ions o a r a � os�e 2. the Innovative Advanced (I/A,) septic system on the bt property must be approved by the Suffbik County,un Department of Health Services. 3. The applicant shall submit two final dated, signed, and.sealed Site Plans and Architectural Plans conforming to the variance relief granted herein. This approval hallof,be deemed effectiveunfil the required conditions have been met.At the discretion of the eals ilure t co i with the a° ova conkdons may reader this decision null and void Boar - .pp f That the ab ove conditions be written into the Building,Inspector's Certifmale of Occupancy, when issued h t sa s n tit l l gat" �,, 'ran-alterg&, .n,t`Lhe oa ° rra r�l r a In gar o0—he o t .s, in n tie ter n � t oard ea a new° ft Pease sad rfnll V ASIg, AtM, -S ON TM, APPRO 0 viat o� ro the su � ske lan a or arch it aural drawings cued an this decision, or work exceeding r • • • r • r Anyde . y the scope of the relief r to her in ill result indelays andlor,apossible denial by the Building Department Order, an � require a new application licatio � u lic of buildingpermit,1 an or th spa c a l Work hearing before the ZoningBoard of Appeals., Any,devi4&nfromthe variance(s) � � drawings, p � °ted`here s shown on the architectural drawn s,site plan an or survey cited above, such as alterations,extensions, de col%ins or demolitions exceeding,thecope�f the relief'granted herein are not authorized under this application when involving` non �o or nl � under the Bonin �c d "his action does,not a th rlze or condone,any current or fjoure use set ac or other atur t e�abject r than such uses setbacks and other a tares as are expressly addressed in that may violate the Zoning Code, other f this action. TI ' �P ; u rs a ."t to,Chapter 0 f )of the Code oft own of Southold . shall, id a re a ertic a to ofOccupancy has variance r granted Board o Appealsbecn a nn d d with the S uffolk County Cler within n tree 3 not"been procured,and or a stibilivision.mapwas not been file years fr t eto such � y� orrt�te; re ,r'orto the, . date of ex ration,g�ra t a: extension not o exceed expiration,,,� d three 3 consecutive one 1)year term,s '1B, eff,Y TO ENSURE IANa,,WITH T C. TIME, .R.E. ,ER Q.P&&TY,, 0 SHERP.0lig R.E.R.EIN.,Failure to comply in a timely manner may result in the denial by the BuildingIke o Department f a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson),Planamento,Acampora,Lehnert, and Steinbugler. (5-0) r Leslie s Weisman, Chairperson. Approved for filing 1 2 12025 ffol [J oITTIIOLI�►--BUILDINGDEPARTMENT TOWN Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 h�t�t��� s,,,Hwww.sout ,ol.dto�y n .g, Y, Floodplain Development Permit Application ............ PROPERTY INFORMATION. Flood Zone: FIRM Panel: SCTM# 1.Ona-o p -- - Address: city. r Zip: 7/ CONTACT P E RSO N Name: Phone#: 7- 7 7 _ VY-WO Mailing Address: out PRO JEC'T DESCRIPTION. 42 OOJ C 7/7 ^J SECTION A,:STRUCTURAL,DEVELOPMENT(CHECKALL THAT APPLY) Type of Structure Type of Structural Activity ❑ Residential 1 to 4 families 0X ❑ New structure ❑ Residential (more than 4 families) ❑ .Demolition of existing structure 0 Combined use ❑ Replacement of extsti"119,Structure 0 Non-residential 53/Relocatio of ex st ii st ctL,re° ❑ Elevated ❑ Addition to existing structure r n Flood proofed(attach certification) VAfteration to exi,stina structure("") ark ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park w ,SECTION R:OTHER DEVELOPMENT(CHECK ALL THAT APPLY 0 Clearing of trees,vegetation or debris 1771 Mining ❑ grading ❑ Grilling ❑ Dredging CJ Connection to public utilities or services ❑ Paving ❑ Placement of fill material D Drainage improvement (including culvert works 171 Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) C/Excavation (not related to a structured development) 171 Other development not listed (specify): y sigpling,below i agree t re terms and conditions of this permit and certify to the best any knowledge the information contained e nd a eura�te.'(understand that no work may sItart uritll a, r It is-issued.The +ermit rya r b�e.�rev ; e+� ,any i his ppl�cation s tru a ... pY fates st teener is pro ad hereFin f nev ►k �alb work�u 1 cease�unt�;p unit is re-ss' O .d.D relppient sh 1I not bL teed r o+cia red until a Cert.of Compliance is issued.The,permit will expire if no work i's commenced within ode year of issuance.Other permits may b required d t f+ul `ll r�eg la�t ry requirements,Applicant gi ns consent to local authority pr representative to make reasonab l inspections to veri y ompliance Application Submitted By(print name): Signature of Applicant. Date: S e94 7d- �-ld Front Side Both Sides Rear Area (square feet) Lot Coverage (feet) (feet) (feet) (feet) I 200,000 to 5':� too 30 6o 100 k r 39 91999 1 120,000 to 10, j 6o 30 6o 85 0,000 to 119'999 20`'v 6o 20 45 75 6o,000 to 79,999 20?-8 55 20 45 75 0 u A .,' D ING i 40,l�00 to 59,9 n. Cs 2�s0/� 5t 20 4�} 6o ci`II n71. 7nnL,: 120,000 tO 39,999 2096 40 15 35 5oFr 0 ;'Less than 20,000 209, 35 10 25 35 A R A �onconformjncr lots with prima!-y and secoindary front yards sha [ be regt.Iired to meet the following: _ ` AreaTH SMITH R I D N j (square feet) Primmry Front Yard Secondary Front Yard Side Yard Le-,s tha-1 20,0100 35 20 10 I 20,E 'o tC �?t c� 40 25 15 AV " 3121 OAK AWN 't'� OUTHO D NY 119 06-II-26 MOVE EX. GARAGE AND ADDING A NNEW GARAGE FOUNDATION AND TRU55EE P g ry RI? J W5 w 9 ++' o �!`" \c\Y, Ps .. ,�. ;."". _`•.w 'J'\' x ,• .. �`. .. ..`�ryAST'k'RA'-AN C75.LME BOUNDARY,A'S \ ""— O UNFAiCD 0Y EN—00.7CIO 5U1T j5 t.• ,,%/�r„ j ' —__——.— LIARr OF WC RATE wAYE ACT- —— Upi ��/ `f,Y`,� j.'��:" /^ �.\, Y •5,.;; � `1 lRdr OF COASTAL OARPoETi 1m AREAlot _ ,--------; -, r';- pN-TUi?� —u-----------t� f _ TA y{ e LLoll "I, 61 i 000"' off; . ,�µMS' ,�'t;%;�;.:�,.i'''.:'•'.�. � 4/rb1` / �n0.rrjY} AN, '� A/ i` T 19 DPP Pp1VAE ERA 3 / °►4,,e A w` rr ,:.-,;,,•:`,` l TAX ` NGE 1l405 VC WA -! wy spy so;; b), rJ� "3y"y0335 ¢1�C Vso D�t)MENT 14, `°6Fg6 '' ° AVAIAOIE fdF-C°R S• P5/ 3 °0. A�� w". " / h $0+ tg117 { GQh + cYy �� �r� •° y TAX LOT RESIDENCE 3 � 9✓" � `. 0 \ SAME RD N TAX IAT 11 \� N30p�8U�WA'�R 1 PROPOSED RE Of\�., \�;i= +�" +��� � /$ ` SAME R�yoEV NUE (n • . T v e ,TA X IR D A /Jj/ LU REVENUE � \�,/ �+05PUBUC WA1ER �9� 4 E-+ 41 TAX JOT 9 NCE � � • � k / + c° 205 PRIVAWA�R 1 V C M/f Ad eAe As A G W O H +0 ` LOT T / / �jg�� F?���� / H C) C) I I � ® 1-4•-! ``p/ 96 '� II4 r e T pR It' RON f1p PUBLIC WA � L. ►may I DWG. INITIAL LATEST 155UANGE NO, DRAWINO TITLE 155UAN6E REVISION NO. & DATE Q C) a i�01 WON TI TITLE SHEET, GENERAL NOTES AND PLOT PLAN 06-II-26 TAX 14ENOENUE AO 5GHEOULE5, NOTES t DETAILS LF n I'; FRA�PRI.A,My�NcygµEt nip E N I-26 II35E"C CORD DpGU Al PROPOSED OARAOE PLANS AND NOTES A2 SKY PLANE DRAWINOS 06-11-26 (D r. \ �I[ >ii 0 25-055 Z) PLOT F-11 L A N EXI5TINC PERCENTAGE LOT GOVERAC� GT5-25-055 EX. I STY DWELLING 1202A5 5F NOTE: INFORMATION PROVIDED 133Y OTHERS FOR REPERENGE ONLY. 5EE 516NED AND 5EALED 5URVEY EX. I STY 6ARA&E 301.3 5F 1, MOVE 6ARA&E FORWARD 10'-0" AND WEST 6" EX. GONG STOOP5 0 5F APPROVAL NEEDED OVERHANG 11.42 5F 2, ADD NEW FOUNDATION TOTAL 1,521.67 5F TOTAL LOT AREA 6CI55 5F PERGENTA&E LOT GOVERA6E 21.0% OF 5 TABLE 3.1 FASTENER SCHEDULE IFOR STUGTURAL MEMBERS NG 51MP5ON RAP AT EA.A. NUMBER AND TYFE OF HAIL 5PACINO FRAM I NOTES: RIDGE STRAPS AT 1;A. , JOINT DESCRIPTION FASTENER 2" x 8" RR C 16" O.G. RAFTER. b, ROOF FRAMING er rafter I. ALL FRAMING LUMBER 70 BE GRADE STAMPED DOUt"--�LAS EIR-LARCH TYP. ROOFING OR Rafter to To Plate Toe-naile 5-ad 5TRUGTURAL GRADE NO. 2 OR BETTER. Gelltn Joist to To Plate Toe-•nailed 3-E�d er olst Geilln Joist to Parallel Rafter f-ace-Walled 4-I6d each la 2. ALL EXTERIOR FRAMING 70 BE STRUCTURAL GRADE GGA TREATED LUMBER. "'� I" N. AIR SPACE 2"x4" COLLAR TIES AT Gelling Joist to s over Partitions Face-nailed 4-I6d each la 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, I/2" MIN. THICKNESS. � `�-"•.,,� BOVE INSUL. I6" O.G. " DOWN Collar Tie to Rafter Face-natieci 4-bd Per tie PERIMETER PANELS AT EDGE OF ROOF d WALL CORNERS TO BE NAILED r� 4" O `~-- BETWI=EN RIDGE AND 2_pd each end ALONG EDGES 6" O.G. IN FIELD W/ SOLID BLKG. UNDER ALL SEAMS. -. CEILING JOISTS blockingto Rafter Toe-nalled 2_l6d each end Rim Board to Rafter End-nailed 4. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL JOISTS t3'-O" MAX. 5PAG1 �"`1-- WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. rut` i 6. ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL + + + + To Plate to To Plate Face-Walled 2-16d er foot CONNECTORS BY SIMPSON (OR EQUAL). To Plate toIntersectionsopPlato: : (F Toe-nailed 4-Ibd oints - eat side + + + + LAG BOLT NAILER W/ (2) i�L50���G;�I L[��`�[��)f� GJU' f������,� Ibd 24" o.c. n ?,� 5tud to Stud Face-nailed 2-I6d Ib' o.c. alon ed es Header to Header Face-nalled 3/8"ch x 4 I/2° BOLTS C� 32 O.G. ToI2,.or Bottom Plate to Stud End-nalled 2-16d er 2x4 stud GLAZING NOT • 3-Ibd per 2xb stud TEGO EA. R.R. TO 2"xb" NAILER ❑ 4-I6d oer 2x6 stud TYP, EXT. Bottom Pla e to Floor Joist,t3and olst,End olst or Blockln Face-nalled - per foot WINbOWS / 5L. GL. DOORS A5 MANUF. BY MARVIN, INTEGRITY W/ WALL (2"x4" INSUL. GLASS, IMPACT RE515TANT d DESIGN PRE55URI= RATED A5 REG'D IN ATTIC FLOOIR FRAMING BY CODE OR USE: STRUCTURAL EANEL5 FOR STORM PROTECTION- -- • (:: SPAGE51 ider Toe-nalled 4-bd per foist PROVIDE PRECUT, PREDRILLED PLYWOOD, -t/I6" THICK. " Joist to Sill To Plate or G 2-bd each end } Brid In to Joist Toe-nalled _bd each end INCLUDE ATTACHMENT HARDWARE: f Bloc in to Jolat Yoe-nailed 2 2 1/2" NO.5 WD. 5GREW5 @ 16" O.G. F/ SPANS UP TO 6 FEET, f each block AND Q 12" O.G. F/ SPANS BETWEEN 6 4 5 FEET. Blockln to 511i or To PIatP Toe-nailed 3-Ibd each Olat Led er Stri to Beam Face-nalled I Joist on Ledger to Beam Toe-nailed 3-8d Per otst BUILDER TO VERIFY CONFORM 70 ALL REG2UIREMENTS. REVIEW OPTIONS Band Joist to Joist End-nailed 3-I6d er oist WITH OWNER. Band Joist to SIII or To Plate Toe nalled 2-Ibd per oist OPTI N: PROV. I"x4" PIGTUI'.E-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. ROOF SHEATHING PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT Structural Panels 8d b" edge / leld FROM WEATHER, ETC. (VERIFY DETAILS) A ' MAINTAIN 1" CLEAR ,.._.... pia onol Board 5heathln 2_6d For support FOR VENTILATION. I"xb" or 1"x8" ^� I"x >" or wider 3-ad er su ort NOTCH RR F/ GEILIING SHEATHING SHEATHING �6'' sum Wallboard 5d coolers �T" ed e / 10 field C I I M A T I G G E O G R A P H I G TEGO L I _ I WALL SHEATHING EA. JST. 2- SIMCTO 2 �` CONNECTORS 0I6" O.G. 5trvctural Panels 8d 6" edge.-/ 12" field CRITERIA: (ONE EACH SIDE) U �o Fiberboard Panels bd 3" ed e / b" field DESIGN ' 2"x6" 06-II-26 MOVE EX. GARAGE AND 7/I6" gd 3" ed e /6" fleld AMERIGAN FOREST AND PAPER A550GIATION (AF PA) R-3o INSuIiL. G.J. ADDING A N AN GARAGE 25/32" sum Wallboard 5d coolers -i" edge / 10' field WOOD FRAME GONSTRUGTION MANUAL FOR FOUNDATION AND TRU55EE Hardboard ad b" ed e / 12" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) Particleboard Panels bd b" ed e / 12" field TYP ROOF=. TIES:. Dla onai Board 5heathin per support SIMPSON I"xb" or I"x&" 2-5d "xi0" r wider 3-5d er su ort GONNEGTG�RS ® 16" O.G. U.N.O. "X4 GROUND 5NOW LOAD 20 P5F FLOOR SHEATHING WIND SPEED i TOHN OF SOUTHOLD 130 MPH (3 SECOND GUST) Structural Panels b" ed e / 12" field r less ipd 6" edge /b" field WIND EXP05UizE CATEGORY B ( SUBURBAN, SEMI-WOODED I" greater than I" N.Dta onai Board 5heathm SC-15MIG DESIGN CATEGORY G CC ) I"xb' or board - per suppor U.N.O. xb" or -x er 3- d per sup ort WEATHERING AREA SEVERE ROOF SHINGLES ICE SHIELD YES eoly. stl. min. la go. shank w/a min. 3/b" dia. head. fastener shall penetrate FROST LINE DEPTH 3'-O" Asphalt roof shingles through the roo>fing materlals and a min. of 3/4" Into roof sheathing and shall TERMITE AREA MODERATE TO HEAVY roofln manufacturer and rovide no less than 4 fasteners er stri shin le. 1 Nailing requirements are based on wall sheathing naliled 6" on center at the panel edge. If wall sheathing Is nailed DEGAY AREA SLIGHT TO MODERATE 3" on center at the panel edge: to obtain higher sheiar capacities,nailing requirements for structural members WINTER DE51ON TEMP 11 shall be doubled,or alternate connectors, such as 0heor plates shall be used to maintain the load path. DOUBLE TOP PLATE s When wall sheathing Is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to I-Ibd nail per foot. HEADER NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE /" /"� REQUIREMENT5 OF THE TOWN OF 50UTrHOLD AND THE FOLLOWING: 1�,,,rO REFERENCE NOTES: 0 � FULL HEIGHT STUD TH15 APPLICATION/ PROJECT WILL ,CONFORM TO THE 2025 RESIDENTIAL R30b Glazing at hazardous locations shall have glazing protection in conFormcme with r30b. in general,glazing In CODE OF NEW YORK STATE all doors and fixed side panels,Glazings less than 60 above surfaces of tubs showers,etc.Glazing within 24" arc of doors in closed position with sills less than b0"above floor.Glazings over q square feet and less than lb" I- X lb GAUGE JAGK STUD 13YHEADER TO STUD: ENGINEERED STRUGTURAL GOMPONIENT5 A5 PER A5GE -7-10 dove finished floor.Glazing near stairways/landings.See complete text of R30bA Glazing for specifics on STEEL COLIED H/ SIMP50N STELAE CONNECTOR CODE COMPLIANCE- locations and exceptions. STRAP NO. C518 W/ 16-IOD FASTENERS THESE PLANS HAVE BEEN PREPARED' UNDER THE 2025 RE5IDENTIAL CODE OF NEW TYFP. FLOOR BY 51MPSON YORK STATE. ALL DETAILS AND INFORMATION HEREIN 15 CERTIFIED BY THE R303.6 Skylights and sloped glazing shall comply with this section and have fully tempered glazing. J0115T UNDER J015T(12 LISTED DESIGN PROFE5510NAL AND IIN GOMPLIANGE WITH THE FOLLOWING: WINDOW SILL h. R30q Garage ening protection and separation required to be as noted and in conformance with R30q.Garage END LENGTH) 16" PLATE I. 2025 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES floor surfaces shall be sloped to facilitate the movement of liquids to droin toward the main vehicle entry O.G. ce 2. 2025 NY5 UNIFORM CODE SUPPLEMENT doorway. BOX BEAM, STUB TO PLATE: 3. 2025 IEGG 1-10 R310.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. MATCH FJ 51MPSON "HDU5" UPLIiA. 4. ENGINEERED STRUCTURAL COMPONENTS PER ASGE 5. WOOD FRAME CONSTRUCTION MANUAL 2024 EDITION FOR ONE AND TWO 24"minimum clear opening height,20"minimum clear opening width,44"max still height. CONNECTOR W/ R" DIIA TYPICAL AT CORNERS STORY FAMILY DWELLINGS FINAL,INSTALLED STAIRWAYS,HANDRAILS,GUARDS SHALL BE INSTALLED IN FULL GONFORMANGE WITH THI1=R OF BUILDING AND AT � THERE SHALL BE NO DEVIATION IN G(,ON5TRUGTION PRACTICE FROM THE RE5PEGTIVE GODS 5EGTION5.ARGHITEGT 15 NOT RESPONSIBLE FOR THE5E INSTALLATIONS. BOTTOM PLATE ENDS OF 5HEARWALL5. H " REQUIREMENTS OF THESE DOGUMENT5. P314 Stairways shall not be less than 36 Inches In clear width at ail points above the permitted handrail height �-- MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN GH05EN BASED and below the required headroom height.Handrails shall not project more than 4.5 Inches on either sideof the UJ ON PERFORMANCE DATA AND MANUF=AGTURER5 RECOMMENDATIONS. AND ight,Including treads and stairway and the minimum clear width of the stairway at and below the handrail he SUBSTITUTIONS WILL BECOME THE BUFRDEN AND REASONABILITY OF THE landings,shall not be less than 315 inches where a handrail Is Installed do one side and 2T Inches where handrails Q CONTRACTOR TO VALIDATE THE GOPMPLIANGE WITH CODES AND TESTING are provided on both sides.The maximum riser height shall be b.25"and the minimum tread depth shall be,W in PROCEDURES, INGLUDING THE PRODOGTION OF AN51 TEST RESULTS , AAMA TEST conformance with R314.2.Minimum headroom V-V.All stairs shall be provided with illumination In accordance with U " RESULTS, ETC. Section R303.4.Enclosed accessible space under stairs shall have walls,under stair surface and any soffits ' protected on the enclosed side with 1/2-Inch gypsum board. UJ R315.1 Handrails having a minimum and maximum heights of 34 Inches and 3b inches,respectively,measured U1 vertically from the nosing of the treads shall be provided on at least one side of stairways.All required Z w handrails shall be continuous the full length of the stairs with two or more risers from a point directly above the 1-4 GENERAL NOTES top riser of a flight to a point directly above the lowest riser of the flight.Ends shall be returned or shall E-4 terminate in newel posts or safety terminals.Handrails adjacent to a wall shall have a spce of not less than 1.5 inches(33mm)between the wall and the handrail.The handgrip portion of handrails shall have a circular cross + I. All electric work shall comply with the National Electrlce Gode.Electrician shall obtain fire underwriters section of 1-1/4 Inches minimum to 2-5/5 Inches maximum.Edge radius of I/b". Q V 0-4 LU certificate for all electric work and shall submit to,owner.Provide all outlets and junction boxes required w H for all appliances,pumps,equipment,etc.Gontractor shall review service requirements,all lighting,outlets, R31b.1 Guards are to be a minimum of 36 inches(114mm) In height.Open sides of stairs with a total rise of more fixtures,phone jacks,T.V.cable jacks,etc. with owner as required for the full Installation and satisfaction than 30 Inches above the floor or grade below shall have guards(each side)not less than 34 inches in height of owners re uirements and code compliance and.shall provide same. Architect is not responsible for measured vertically from the nosing of the treads.(second story guards are recommended to be higher) Ew-4 W electrical designs for this project In any capacity. T1YP. ANCHOR BOLT N in 2. All plumbing work shall comply with the National Plumbing Code and all local codes.Gontractor shall R311.l Single and multiple-station smoke alarms shall be, installed In each sleeping room,outside of each separate 5//&"DIA. 45" O.G. LU review with the owner the requirements for plumbing installations including but not limited to fixtures,trim, sleeping area in the immediate vicinity of the bedroom,on each additional story of the dwelling,Including GGOORDINATE PLACEMENT accessories,etc.and requirements for water serv'Ice and domestic hot water. Architect Is not responsible basements.The alarm devices shall be Interconnected In such a m�vter that the activation of one alarm will W,VWOLD DOWN BOLTS. VERIFY o , \ for any plumbing systems In any capacity. Contractor shall provide sanitary system in accordance with the activate all of the alarms in the individual unit.The alarm shall be clearly audible In all bedrooms over backround BOOLT TYPE EMBEDMENT,REBAR w rv� owners approved site plan and shall coordinate alll inspections required for approval of some. And noise levels with all Intervening doors closed.All smoke alarms shall be, listed and installed In accordance with E-TG. BEFORE GON5TRUGTION z Or v ► surveys indicating final tank iocations shall be by owners surveyor.Gontractor shall provide surveyor with the provisions of this code and the household fireworning equipment provisions of NFPA12. _ - TYP. SUB-FLR. � Information as required. Q TYP. HOLDDOWNS: 3. All HY.A.G. work shall comply with Article 10 of` the N.Y.5.Uniform Fire Prevention and Building Gode and R31q,1,2 Wall and telling finishes not including trim,door,and window frames shall have a flame-spread (`I j Energy Gode.Gontractor shall review all mechonlccal systems with owner for type of system to be provided classification of not greater that 200.Wall and ceiling finishes shall have a smoke-developed Index of not tV GO x D GAUGE STEEL BY SIMPSON, H5 ( PT.) AND W/ C1r11LA I is hot water or air,etc) incluudin air conditioning requirements. Architect is not GOLIED STRAP WRAPPED 51b" B3 SCREWS (OPT.) AND EXTENDED cV CO x 18 GAUGE STEEL (LE.oil,gas,or e ectr 9 greater than 450. 5/8" BOLT FROM END WALL GOLIED STRAP WRAPPED t�:-� responsible for heating or air conditioning systems in any capacity. R322.A vapor retarder shall be installed on the warm-in-winter side of insulation. UNDER SILL AND OVER (SEE FND. PLAN FOR LOGATINS) o UNDER SILL AND OVER 4. Owner shall obtain any and ail required permits? prior to allowing contractors to proceed with any of RIOOLI Masonry chimneys shall be constructed,anchored,supported,and reinforced as required in this chapter EACH STUD W/ 12" MIN. C� L the work. applicable p � pp EACH STUD W/ 12" MIN. drainage,retaining and the licable provisions of Gh ters 3,4,and 6 with applicable,clearances to combustibles and STUD BEARING. NO. G51a 0 STUD BEARING. NO. G50 5. All site work including sanitary system,utilities,easements.setbacks,elevations, firestopping. BY SIMPSON walls,etc.shall be, in accordance with a site plan Wrepared by the owners surveyor. The Architect is not BY SIMPSON responsible for site design. of any type in any caKpa y R801.1 Attic access.An attic access opening shall be provided to attic areas that exceed 30 square feet and TYP. FND. / FTC. `lI `'i J rs whom are experienced with the e of work being nib:e)i 'r t.l#0 25-055 b. All work shall be performed by licensed contrcxto have a vertical height of 30 inches or greater.The rough-framed openinh shall not be less than 22 Inches by 30 performed.All contractors shall maintain liability Imsurance and worker compensation Insurance in inches and shall be located in a hallway or other readily accessible locat►on.A 30 Inc minimum unobstructed TYP. FND• / FTC• • • . - Z EXP. JT. • • connection with all work being performed in projmt. headroom in the attic space shall be.provided at some point above the access opening.See Section MI305.1.3 EXP. JT• ° z 1. All materials,systems,equipment,fixtures,etc..shall be installed in strict compliance with the for access requirements where mechanical equipment Is located in attic. 4" 3500 P51 GONG. SLAB �G'La� Gs��� PROJECTS-25-055 manufacturers written specifications and instoliotiom instructions including all clearances for service,etc. GRADE v 4 ._...._..-- ._... .. _ _ _ _ GRADE b. All contractors shall warrant their work to writing to the owner far a minimum period of two years. not have control or char e; of and shall not be responsible for construction means, RbOb.1 Gombustibie insulation shall be separated a minimum of 3 Inches from recessed lighting fixtures,fan motors, a a a Th Architect shall g and other heat-producing devices or separated in accordance with the condltions stipulated in the Fixtures listing. a q PITCH FINAL GRADE Q PITCH FINAL GRADE q. e methods,techniques,sequences,or procedures,orr for safety programs In connection with the work or # for Recessed lighting installed in the building thermal envelope shall meet the requirements of Section NI1013. AWAY FROM WALLS TYP. AWAY FROM WALLS TYP. acts or omissions of the contra ctor,subcontractorrs or an person erforming any of the work,or for the S,.\�, /[IInJ >.i � y Failure of any of them to carry out the work In acccordance with the Intent of the contract documents in that D E C I !._:' t� I L O A D�' : - sold res onsibilty is the sole responsibility of the ,contractor. L/ J ly/I V a Q z 10. All exterior doors,roofing shingles,trim,sidingl,etc.shall be reviewed and approved by owner. m m II. All interior finishes including but not limited to waalis,flooring,tile,etc.shall be reviewed with and LIVE DEAD approved by owner. 2"x4" 2"x4" A ul 12. All miscellaneous Interior items Including but nott limited to doors,trim,fireplaces.closet shelving,kitchen 20 10 ROOF : SNOW °�' KEYWAY • e •� KEYWAY • a •� cabinets,shelving.hardware,etc.shall be reviewed with and approved by owner. PER 12 P1TGH 8"xl6 13. here existing walls,posts etc, are removed fit Is the responsibility of the contractor to provide 40 to DECKS / PORCHES " temporary support,shoring,bracing,etc.as requirred. ROOMS OTHER THAN SLEEPING ROOMS FOOTIN p y upp g 40 to 30 10 SLEEPING ROOMS 20 10 ATTIG5 WITH STORAGE 10 10 ATTIG5 WITHOUT STORAGE g< 40 SIMPSON' s HDQB TYP. - - - - -t-I~ - - _"•..-` - T.O.WALL T.O.WALL I - -- i = ELEV. 13'-8" ( ROOF ELEV. 13'-b" r c0 I r 'S1MPF..►ON r�1 [ C l^1: 1� !I�lr, l^�,:,G�l^�:; 1 8" x I6" FLOOD 1 1 Q m HDQB TYP. a I I VENTS TYP. FOR 6 I I d 3°x b� (F� ROOF Q I I i C�CdC��C�d�'C�CC�4 DEMZE55 SLAB AT I I 7 T.O.WALL T.O.WALL DOOR TYP. I ( ELEV. q'-O" G i'�" GuLLJL�o C�)�; [�' Y b " "24 ELEV. q'-O" 5TRl1GTURE l sr e�A � I i N I I NEW a" GMU FOUI�gDATION I WALL WALLS OVIER. WITH #4 1 1 r n I I K2EBARD AT 32" O.G. FILL � (� 5TRUGTURE Q�° I I CELLS SOLID WITCN NON SHRINK, NON METALIG GROUT ATOP OF 1'-4" X 8" I I i T.O. GMU WALL T.O. GMU WALL CONCRETE "T" FOOTIN& I I to ' GYP BD = ELEV. 1'-6' •. = ELEV. I'-6" •� WITH 0) #4 BARS I I ui ALL WALLS ,n „ - - d CONTINUOUS WITH 2" X 4 I 1 'd' u► CEILING d I i T.O. GRADE N 1 1 „ - fV ctt N - ' - -L l - -�--1- -- -1.. _...- -- - -I -� -T-I--- -1 E -2 KEYWAY MIN. 3-(0 BELOW I ( '- GRADE _ � - - ELEV. I , - GRADE -- - ; 6RADE m I I ELEV. ELEV. 0'-0" N Gpt I I ty I ( I 8" x 16" FLOOD I I 8" x 16" FLOOD (E) 2"x8" FJ I VENTS TYP. FOR 2 1 i VENTS TYP. FOR 6 1 4" GONG 5LiAB ON _� Overhead 6arage L, �I Smart Vent Dual 6RADE 5,50�0 P51 I 1 t- � I6 O.G [�_ Door (Wide) - Model _ J L _ Function Flood Vent GONG. W/ &X6 10/10 I 1 A A 1540-524 or equal 1540-510 or equal i WWM 6 MIL VAPOR NL A-I ir /"'��,( ELEVA710"'N GH7 ELEVA71 ON BARRIER OWN 6" VI '�7 I COMPACTED GRAVEL 1 1 C� xN f - -- - ---1 FILL 06-11-26 MOVE EX. GARAGE AND DEPRESS SLAB AT 1 1 = _ 1 I ADDIN5 A NNEN GARAGE 4 I I DOOR TYP' I I Q ' FOUNDATION AND TRU55EE b- I L — — — - dJ I v 1 I 01-1 b-26 REVISED PER TO — — — — — ( 5OUTHOLD GOMMENT5 - - - - - - - - - -- - - - - - SIMP50N' J EXI5TIN6 !0'X7' T.O.WALL T.O.WALL rift 'SIMPSON` ELEV. 13'-b"�- ELEV. EQ. 8'-O" EQ. H DOOR DQB TYR O.H. GARAGE HDQB TYP. (I-) ROOF T.O.WALL T,O.WALL A� ELEV. a'-O" ELEV. q'-O" AOP%Opu zFOUNDAT I ON PLAN. I `� I N I T � STRUCTURE I 5G�41.1�: I/4' •" I'-0" SGIAL I/4' ® I'-0' El GXi35 T.O. GMU WALL T.O. GMU HALLJK R322.22.1 Installation of Openings ELEV. 1'-6" \\ 0 STR)OTURE— ELEV. I'-&" NV Diagram 'SIMPSON' HDOB \ T.O. 6R D The walls of enclosed areas shall have cpenings Installed such that: T _ , 1 _ ELEV. I -2 ._. _.__. ._. J __.._ . -.__ _.. _._._.__.-.__.. GRADE I. There shall be not less than two openitngs on different sides of each ° _------ 2-16D COMMON GRADE _�__._ _.__ » ._.__...Y.._.- -..._._ _ _.....___......_._._.. NAILS 0 6" O.C. W ELEV, 0'-0" ELEV. 0'-0" qV enclosed area; If a building has more thhan one enclosed area below the FOR FULL LENGTH I t.5'' x 16" FLOOD ( I 8" x 16" FLOOD design flood elevation, each area shalll have openings. OF STUD I 1VENTS TYP. FOR 6 I I VENTS TYP. FOR 6 I 2. The bottom of each opening shall be not more than I foot (305 mm) BLOCKIN Smart Vent Dual above the higher of the final Interior rade or floor and the finished Fvnctton Flood Vent I� Smart Vent Dual g � � ENDWAL „ � _ _ J �_ Function Flood Vent _ exterior grade Immediately under eac opening. n 1',540-510 or equal 1540-510 or equal 3. Openings shall be permitted to be insttolied in doors and windows; doors and windows without Installed openings do not meet the requirements of ELEVATION this section it EX. 6ARA&E: 12.5 x 24'-4" = 305 SF / 12 =25.1 50 INCHES REQUIRED •' .d . SG I/41' • I'-0' SG I/4• 1,-O• u 1540-510 8 x 16" FLOOD :VENT = 51 50 INCHES x 6 = 506 50. INCHES " 1540-524 5" X 16" 6ARA6E FLOOD VENT = 200 50 INCHES x 2 = 400 50 INCHES •. r 7/8" DIA. THREADED ROD EMBEDDED (REQUIRED AT EACH BUILDING CORNER) 12 1/2" INTO CONCRETE W/ 'SIMPSON' ET (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) (HIGH STRENGTH EPDXY ADHESIVE) & FOR TEMPERATURES (0 DEG. TO 40 DEG F) USE 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) HOLDD01e�N CONNECTIONS � w SGA� 1/�4' . I'-V _") P- ®UNDAT1 0N N(�7 5' � < W I. ALL FOOTINGS SHALL REST ON UNDISTURZBED SOIL OF 2 T5F OFENINO SIZE LOGATION HEADER SIZE MINIMUM BIEARINC BEARING GAPAGITY, 5Ut3JEGT TO CONTROLLED INSPEGTION. Lr E G E N D: LE55 THAN 4 FEET EXTERIOR WALL (2) 2x8 SINGLE JACK, ^ND KING STUDS < 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTIN05 ARE 4 FEET TO 6 FEET EXTERIOR WALL (2) 2x10 DOUBLE JACK, ,AND KING STUDS B 0-4 Zi IN PLAGE, PUMP A5 REQUIRED. — — — i b" POURED CONCRETE OVER 6 FEET EXTERIOR WALL SEE PLAN SEE PLANS A-O MO RIDGE E"'-4 ( 3. CONSTRUCTION JOINTS IN FOUNDATION W FOUNDATION HALL. SHALL BE NO _ _ ' `• ^. MORE THAN 50 FEET APART AND NO LE55 THAN 4'- O" FROM ANY LE55 THAN 4 FEET INTERIOR WALL (2) 2x8 51NGLE JACK, AND KING STUDS , — E-4 �[ PIER. REINFORGEMENT SHALL BE GONTIINUOU5 THROUGH HALL OR 16" 0. , FRAMED \ w 4 FEET TO 6 FEET INTERIOR WALL (2) 2x10 DOUBLE JACK, ,AND KING STUDS T.O.WALL � CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION WALLS 16" O.G. w/ I/2" ELEV. 13'-8" JOINTS. O.H.B. EA. SIDE OVER 6 FEET INTERIOR WALL SEE PLAN SEE PLAI`J A 4, SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING 2 x6 OR 2" O.G. w/ 1/2 x4 HD FRAMED 0 ?+ W .-I O Q �r \� t8+ METHOD (MAX. WIDTH 30 FT. BY INFINITELENGTH) WITH CONTROL WALLS ® 16 ® ,p, d; E+ V� LU JOINT5 (SAW GUT) MAX. 30'- 0" O.G.; CONSTRUCTION JOINTS SHALL G.W.B. EA. SIDE C �, "t, U H BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF 050 SMOKE DETECTOR / +-i Q PLACEMENT. C, A-0 2"x8" GJ a Ib' O.G. T.O.WALL a O CCARBO�RMONOXIDE b. ALL FLUSH WOOD CONNEGTION5 SHALL BE FASTENED WITH ELEV. q'-O" NDETECT C) FRAM I NO NOTES: RATED GAILVAN I Zro METAL 6ONNI✓GTOR5 BY "SIMPSON" OR N ` APPROVED EQUAL. \ f GYP D Q-- EXHAUST FAN MIN `15 GFMER m. I. ALL CONGRETE WORK SHALL CONFORM To AGI 301-qq ADD TOP PLATE A5 1 A�R--LARCH STRUCMING BTURAL GRADE: NO LL BE DOOR STAMPED DOUGLAS L1 PLYWOOD E3HEATHINO TO BE NAILED WITH W ® 4 O.G. (E) 2x4 STUDS ALL E LIN&L5 � (0 CONCRETE SLAB5 SHALT_ BE 3500 P51 STONE CONCRETE; ALL a16" O.C. EXTERIOR GONGRETE WORK SHALL BE 4.000 P51 AIR-ENTRAINED. REQUIRED TO MATCH EXTERIOR (EDGES AND 60 12 O.G. INTERMEDIATE. SLABS ON GRADE SHALL BE NORMAL WlE16HT CONCRETE. ADJACENT WALL T.O.W TO 2. ALL 5HPATHIN6 TO BE APA RATED, EXPOSURE I. 5/5" MIN. 4" GONG SLAB ON �i G BE q'-O" THICKNESS OR A5 NOTED. 10. ALL ROOF RAFTER5 SHALL BE ATTACHED TO THE PLATE: AND 6RADE 3,500 Pal � 2. ALL REINFORGEMENT 5HALL BE DEFORMED TYPE INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM STUD WITH GALVANIZED HURRICANE TYPE HI CONNECTORS BY 6/H GONE. W/ 6X6 10/10 T.O. GMU WALL A-615 GRADE 60. I NT. FINISH NOTES 5. ALL SU13FLOORINO TO BE APA RATED 5TURD-I-FLOOR. "SIMPSON" (OR APPROVED EQUAL, WWM 6 MIL VAPOR ELEV. I'-&" IPI ()@f I;<,Af# ; 25-055 EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO A-0 \ BARRIER ON 6" 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR I - ALL SPACES WITH AREA OF WORK 5HALL BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD ( COMPACTED GRAVEL T.O, GRADE REINFORCEMENT SHALL CONFORM TO RI=G2UIREMENTS OF AGI-318 RECEIVE (I) COAT OF PRIMER AND (2) GOATS II. ALL PRE-ENGINEERED LUMBER SHALL BE TRU55 JOIST TJI FILL ELEV, I -2 MIN. OF INTERIOR LATEX PAINT BY SHERWIN 5UBFL00R TO FLOOR JOISTS. SERIFS WOOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL GRADE C�'QDD C�Of�Co PROJECT5-25-055 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 ELEV. O'-0" e ❑ DIAMETERS AT SPLICES AND CORNERS ,AND HOOKED AT NON- WILLIAMS OR APPROVED EauAL. (COLOR BY JOISTS, GIFRDPRS AND WEADERS 5HALL HAVE BEARING OWNER) 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED WITH 5TIFFENERs INSTALLED AS PER MANUFACTURERS NEW &" GMU FOUNDATION WALL CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLE55 2 - ALL CEILING SURFAGE5 SHALL RECEIVE (1) DOUBLE UPRIGHTS, q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL REGOMMENIDATION5. WEB 5TIFFENER5 5HALL BE REOV AT ALL WALLS OVER. WITH #4 REBARD 10 " �� 1/'fl I OTHERWI5E NOTED. DETAILING OF ALL REINFORCEMENT SHALL LAYER OF I!2" GYP. BD. W/ (1) GOAT OF 1�3, \�I,I�UJC_i# BE IN ACCORDANCE WITI I AGI 5P-66. (88) PRIMER, AND (2) GOATS OF SHERWIN WILLIAMS HEADER5 SHALL BE A MINIMUM OF 2-2Xf3 OR AS 5HOWN ON LOAD AND, SEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL AT 32" D.C. FILL CELLS SOLID DRAWINGS. WITH NON SHRINK, NON METALIC \ INTERIOR LATEX PAINT, COLOR TO MATCH RIM JOIST !SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING, -' 5. PROVIDE TWO #(9 ALL SIDES FOR OPENIN65 IN CONCRETE EXISTING. &ROUT ATOP OF 1'-4" X 8" WALLS UNLESS OTHFRH15E NOTED, EXTEND BARS 2'-0" BEYOND 3 - GONTRAGTOR SHALL PROVIDE 4: INSTALL STORAGE:, ,AND ERECTION EN COMPONENTS SHALL BE A5 PER 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND MANUFACTWRPRS RECOMMENDATIONS. CONCRETE "T" FOOTING WITH (3) OPENING; HOOK ENDS. ALL STANDING AND RUNNING TRIM. PRIME d: FLOOR BEAMS AS PER N.Y.S. GORE OR A5 NOTED ® 8-O O.G. #4 BARS CONTINUOUS WITH 2" X b. PROVIDE SLEEVES AND BOX OUT FOR O�PENIN65 FOR PAINT SHERWIN WILLAIMS SEMI-GLOSS FINISH 4" KEYWAY MIN. 3'-O" BELOW MECHANICAL TRADES. OPENINGS SHALL E PLACED SO A5 NOT (COLOR BY OWNER). PROVIDE 2 AIR SPACE FOR AIR CIRCULATION IN ROOFS. 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" VIA, GRADE 4 - COORDINATE FINISH OF ALL DOoR5 WITH MACHINE BoOLT5 Cap 12" O.G. TO AFFEGT THE STRENGTH OF STRUCTURAL MEMBERS. OWNER. 5 - GOORDINATE FINISHES FOR ALL COVER 6. DOUBLE FRAMING AROUND OPENIN65(skyllghts,�talrs etc.) 0R AS E GT 10 N 7. BEFORE PLACING CONCRETE, GONTRAGT-OR SHALL SUBMIT FOR PLATES WITH OWNER NOTED ON DRAWIN65. 13. PROVIDE FIRE5TOPPING AT ALL LEVEL PENETRATIONS. 25'- REVIEW A COMPLETE 5EOUENGE OF PLACING SCHEDULE. 6 - COORDINATE FINAL FLOOR FINISHES WITH CA , 5CAL M 1/4' . I' -0' INDICATING ALL CONSTRUCTION JOINTS, TIME 5GHEDULE, AND OWN 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS 14. BRIDGING •TO BE PROVIDED FOR ALL J015T5 AND FLOOR 4 OF 5 GUARANTEE OF CONTINUITY OF GONGRETTE SUPPLY. OR AS NOTED ON DRAWINGS. BERMS, SPACING NOT TO EXCEED 8'. N. N / [E�: 4 / 12 MILO I § J\ FINIV�I:5FI� I I I \ I Po • PRONT RIGHT II'`ID`161-61 IM0` FIR"' OPOSED FRONT L. V T I ON D I GHAT �LE�V�AT�10�N I ,�• I•-0• \ SGhL I/4" �F= 6—IIN 6 MOVE EX. GARAGE AND DDI G ANEW GARAGE FOUNDATION AND TRU55EE A / \ / 12 12 CSJ CI I� o o Ellm C� \ LU LIB LIB LL [� © CIJ [LI Li ILIii I I l o o ry. FINI ........ Ll I I IIP� REM LEFT .5 LL T K o < h � r-OROPOSED REAR ELEVAT I ON OPOSD LEFT ELEVAT I ON Q z z � 0 < c� � O- v � V IP �n A cn E-4 Q � w � Q � E r Q c) D- w Q 0° D-1 p rn nil °l `'�ni(l;l IC47i#n 25-055 C�LaL G��L�Go PROJEGT5-25-055 A 2 5OF5