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HomeMy WebLinkAbout51016-Z ap4 SO4J. Town of Southold * * P.O. Box 1179 53095 Main Rd Couff" Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46500 Date: 09/17/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1725 King St Orient, NY 11957 Sec/Block/Lot: 26.-2-43.4 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/17/2024 Pursuant to which Building Permit No. 51016 and dated: 08/01/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a front covered porch, outdoor shower, and rear deck extension to existing single family dwelling as applied for per ZBA #7578 dated 1/20/2022. The certificate is issued to: Rama Rao , Eleanor Thomas Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51016 2/19/2025 PLUMBERS CERTIFICATION: Brad Piecuch 6/24/2025 Aujoedignature �o�SUFFoc,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE Wo • SOUTHOLD, NY �aoh- 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#: 61016 Date: '8/1/2024 Permission is hereby granted to: Rao, Rama 601 E 87th St Apt 1 G New York, NY 10128 To: Construct additions and alterations to existing single family dwelling as applied for, and per ZBA#7578. At premises located at: 1726 King St, Orient SCTM #473889 Sec/Block/Lot# 26.-2-43.4 Pursuant to application dated 6/17/2024 and approved by the Building Inspector. To expire on 1131/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $678.50 CO-ADDITION TO DWELLING $100.00 Total: $778.50 1 Building Inspector oF so�ryQl � o Town Hall Annex Telephone(631)765=1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 �Q COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rama Rao Address: 1725 King St City: Orient St: NY Zip: 11957 r Building Permit#: 51016 Section: 26 Block: 2 Lot: 43.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091ME SITE DETAILS Office Use Only Indoor Basement F Service r Solar Outdoor (✓ 1 st Floor W; Pool F Spa (- Renovation 2nd Floor Hot Tub F. Generator Survey Attic r Garage rl Battery Storage rr INVENTORY Service 1 ph I- Heat Duplec Recpt 23 Ceiling Fixtures Bath Exhaust Fan 2 Service 3 ph F Hot Water GFCI Recpt 6 Wall Fixtures 2 Smoke Detectors 3 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 33 CO Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch Track Lights 15' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 27 4'LED Exit Fixtures Other Equipment: WAD Notes: First Floor; Master Bedroom, Bath, Laundry Second Floor; Recessed_Lighting & Smokes Inspector Signature: X Date: February 19, 2025 Sean Dev Electrical Inspector sean.devlin(cD-town.southold.ny.us 1725KingStReno EF0 ' Telephone(631)765.1802 j qwn Ball Annex Z► y 54375 Main Road P. i Box 1179 vs 6 l�J U LS Sou�old,NY 1971-0959 �.�. Ilk • JUN 2 5 2025 BUILDING DEPARTMENT Building CePartrnent TOWN OF SOUTHOLD Town of Southold CERTIFICATION Pate: (�. a-y Z Building Permit No. Owner: G D 1 n-,o M(t.5 .-(Please print) Plumber:Vp.& P I u,Lx� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this day of ��A , 20 d2� Notary Public, .c.�4401/4 County SUSAN A.AlZZO Nptty Public,state.of Ne*Yo* No.01R16183459 Qualified in Suffolk County2QZ8` Commission Expires March � SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 �101V. INSPECTION [ �NDATION 1 ST/ REBAR [ ] ROUGH PLBG. [.Ll FOUNDATION 2ND [ ]' INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ '] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL . REMARKS: v c9 lei 4 DATE I 'y0 lNSPEC,ToRFXt *Al ar ho��OE SOUlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. IOONiVO 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [A FRAMING /STRAPPING [ ] FINAL [ - I FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 5 01L . DATE /-/ INSPECTOR. hO��OE 50UTyo� /�j � ---- # # TOWN O SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] "CODE VIOLATION [ ] PRE C/O [ ] RENTAL. REMARKS: 5:141� :fie C� DATE 2! INSPECTOR so # -TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 I.NSPEC ION [ ] FOUNDATION 1 ST/ REBAR [ ] OUGH PLBG. [ ] FOUNDATION 2ND . [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O [ ] RENTAL REMARKS: DATE (Nal- INSPECTOR SOUIyOIo f / /_- - 1 7 /�/ - - -- - # # T�WN OF SOUTHOL BUILDINd DEPT. cn 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A L&54 P¢ DATE of INSPECTOR OE SOUjf°lo # TOWN OFSOUTHOLD BUILDING DEPT. co��+� 631-765-1802 INSPECTION 1o� [ ] FOUNDATION 1 ST/ REBAR jXROUGPLBG. [ ] FOUNDATION 2ND [ TION/CAULKING FRAMING /STRAPPING ( [ ] FIREPLACE & CHIMNEY [ } FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [= ] FIRE RESISTANT PENETRATION " [ ] ELECTRICAL (ROUGH)' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C1� DATE INSPECTOR ]MELD INSPECTION REPORT QA]--E COMMENTS (31 FOUNDATION (1ST) ---------------- -FOUNDATION (2ND) %A Vl Vo v WK clov ROUGH FRAMING& q PLUMBING INSULATION PER N. Y. STATE ENERGY CODE 1 f FINAL ADDITIONAL COMMENTS lZ cc 0 A*.rlel 41 m" A4A= 0 Zm to - 2co - TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 • a�� Telephone(631)765-1802 Fax(631)765-9502 hops://www.southoldtownny.Pov Date Received APPLICATION FOR BUILDING PERMIT For office Use Only n 1 PERMIT NO. Of(o Building Inspector: •:l.'�>..':,4. lip• �:At �I cationsandfor�s';rilustber�illedout in thetr'entice :,Incomplete,'`.::;::' A� n appllcatlon s ww14`t be,a opted`iAliteresthe Appllcaet:is not the owner, :Ownersputfioi�i�to fioi�m Pa 2 sliall,becom !sled. .:.:•. ,__.; Date: May 28, 2024r ==' •v 0' ER S'OFPRO Name:Rama Rao'and'Eleanor.�Thomas SUM#1000-26.2-43.4 Project Address:1725 King Street, Orient, NY 11957 Phone#:g17 319 7750, 646 234 4000 Email:ethomas@meteorallc.com,raoramab@gmaii.com Mailing Address:501 E 87th Street Apt 1 G, New York, NY 10128 =CONTACC.PER80111.�. , :. Name: Meryl Kramer Mailing Address:PO Box 1600 Phone#.631 477 8736 Email:meryl@kdcarchitecture.com x 'D,..ESIGN::PROFE�SIO,NAL�INFORM TION�:;. ;: _ . Name: Kramer+deConciliis Architecture, PLLC Mailing Address:PO Box 1600 Phone#:631 477 8736 Email:meryl@kdcarchitecture.com pMA i •S�a SSA. Name: North Fork Woodworks, Inc Mailing Address: PO Box,1407, 810 Traveler Street, Southold, NY 11971 Phone#:631-298-7900 Email: rachel@nfwoodworks.com D C Pa'ION OF�.-R .P E ; . , . . N=. . ; --,... .:..:':..;-- _ -:: ;.r-::;;•; ....�s .. ,,. <p Q .os.o,co,sltRucno .. :::. -•:,:_<, ❑New Structure HAddition MAlteration ®Repair ❑Demolition Estimated Cost of Project: ❑Other $600,000 Will the lot be re-graded? ❑Yes 9 No Will excess fill be removed from premises? OYes ONO 1 PROPERTY INFORMATION Existing use of property Sin le Family Residence Intended use ofproperty Single Family,Residence, Zone or use district in which.premises is situated: Are there any covenants and restrictions with respect to R-807 this property? ❑Yes 9yNo IF YES,PROVIDE A COPY. `9;Check BOx After Reading 'The owner/contractor/desTgn,professlonal Is responsible for all drainage and storm water Issues as provided by Chapte fth . M ldgm f mrZ36 ow N ldingto o nP t Zone OrJlnance ofthe Town of Southold,Suffolk,County,New York end other appl(cable laws,Ordinances or Regulations,#or the construction of builtlings, addkions,alterations or for removal ordemollflori'as he[eln described The applicant agees to comply wkhall applkabie laws,ordinances,building code, „housing code and regulations and to admit authorized inspectors on piemises and ln`building(s)for necessary Inspections False statements made herein are �punlshable�as a Class A misdemeanor pujsueni_to Secdon 210A5 ofttie New York State Penal law' � ' Application Submitted B (print name): 13Authoriied Agent DOwner s- Signature of Applicant: Date: _ Oki _ CONNIE D:BUNCH Notary Public,State of New York. STATE OF NEW YORK) No.01 BU6186050 S$: Qualified in Suffolk County' Commission Expires April 14, COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual.signing contract)'above named, (S)he is the (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 _ &T' 'day of .20a_q. Notary Public PROPERTY OWNER AUTHORIZATION (Where.the applicant is not.the.-owner) See attached Client Authorization Eleanor Thomas & Rama Rao 17-25 King Street, Orient NY, 11,957 I, residing at do hereby authorize Kramer+ de Conciliis Architecture,_PLLC to.apply on. my behalf to,the°Town_of Southold Building De rtment for approval as described herein. -June 10, 2024 Ow6e s Signatu a Date Eleanor Thomas.& Rama Rao Print Owner's Name 2 M E R Y L K R A M E R a r c h i t e c t Z 6 0 HORTONS LANE POST OFFICE BOX 1600 SOLITHOLD, NY 1 1971 6 3 I - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m LETTER OF AUTHORIZATION RAMA RAO ELEANOR THOMAS 501 E 871h St Apt 1G New York, NY 10128 We hereby authorize MERYL KRAMER ARCHITECT to act as our agent in obtaining all,per-inits required by TOWN OF SOUTHOLD, SUFFOLK COUNTY AND NEW YORK STATE for the renovations and additions at 1725 King St. located in Orient, NY 11957. LI. owner D to Owner'R`A'M A J3, IZA-c) Date i k i fi V 1 A I j f -o�gUFFO(,t�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT H� y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtomm.lzov 7j" Qae keceived APPLICATI FOR BUILDING P RMIT�-a�t PP _- ROV F Office Use Only i= PERMIT NO. ding Inspector: B il APR 1 4 2021 ' Applications and forms must be filled out their entirety.Incomplete applications will not be'accepted. Where t Applicant is not the owner,an Lip'% Owner's Authorization form(Page 2)shall b completed:' Date:April 9, 2021,~ OWNER(S)OF PROPERTY: Name:Rama Rao and Eleanor Thomas SCTM#l000-26.-2-43.4 Project Address:1725 King Street, Orient, N 11957 Phone#:917 319 7750, 646 234 4000 Emaii:ethomas@meteorallc.com Mailing Address:501 E 87th Street Apt 1 G, New ork, NY 10128 CONTACT PERSON: Name:Meryl Kramer Architect Mailing Address:PO Box 1600 Phone#:631 477 8736 Em ii:meryl@mkarchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Meryl Kramer Architect Mailing Address:PO Box 1600 Phone#:631 477 8736 Email:mery mkarchitect.com CONTRACTOR'INFORMATION: Name:tbd Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ®Repair ❑Demolition Esti ated Cost of Project: ❑Other $tbd Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from emises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated_: Are there any covenants and restrictions with respect to R=80 ae p`� , this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check 236 Box AfterCodeaAPPLICATION I a Sgd er contractor/design professional is responsible for all drainage and storm water issues as provided by ChapterS 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 Yorkand 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. M1 . Application Submitted By(print name): r �, � IgAuthorized Agent ❑Owner Signature of Applicant: v Date: STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 t day of ,20 Notary Public ' PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) See attached Client Authorization I, residing at do hereby authorize Meryl Kramer Architect 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 . i,�* .t � ,z.� ».$e z�.'k � J,�t..F.'-�at..4.+,?��r a ..';�*....:� `c r„ .r r a,-v.�y� ;,� ��*•-.. �"��n w"�;.�� .�` a.,�"_,5 j Existing use of property:SingleP Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R=8 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 1 .:� 7 `,S ^`��'�' ,� x,.�v�. x?q ,# B Check Box AfterfReadi r cbntractcirf esign profes&MI iss pongi sle forfal►e8ramage and storm°,wafer isstiesjasrprovided by ', I Chapter 23 ofahe"Town Codd vAFPLIOTIONJA NEREBY; DEFto the,euildingsDepartment,for the;��suance of a Build ng permiirpursuant to the'Budding 2onetti f.,+"`.^.ti�+c. $..=;,a-5"�a,..;;-•yss�,�e'. r'S` .�•�x;aa• �,> s('� „<�.'q- °,�-..u�': *,�C`..,'^• `;,,'� .. �s's°:a�".'�-.. *.r�'•'eriw,� {v.�+T-.?`-t'�.�-'- '"�.`�'=.� xa Ordinance of-the Town of Soutkold,Suffolk,.County;,New;Yorleantl otherapplicable taws Qr_dinar►ces or Regulations,for the construction.of buildings,�a„ { ..,:�."• :°:7' ,+. .<� x;tiwa'`r#n`? z :v'': .`-•.;• 8^' ,' r' fa� 'Aa. ?€ rr"s;~ o' y;�.«.k.:xs`¢- ,.;ztyt„' a� " ..':.x,v�', _: .�. .; ro•'• x', n'`-.,e additions,alterations orforreogal or demoUtion as hereindescribedTherapplicantaagreesto comply with allapphcabie laws,ortlmances building code, J s -^:.e; y '1. .+}-.. Cx+f ft"=�. :!t'`�' n. c data^.`a"+e 'gam' #3s•*a i;-,a *a. .:t rY,x,. ,r. , .. •M..Sm..: :..-}'` hou"stn code end re uiatiori"sand to,admi.auihorixed!ns ctors om remises and In.buildin /s Wfor necessa. ins ections False statements made here�n;are me" 1.g1�. iasi „ag i'sra`s`w.�se o rpu;fishable as a Class Amisd�emr ea n r purs`ua�nt toSectionZ16.45ofthe Nevar York StatesP.enal Laws s � r ,Asy` j , a •�z4 , uus r " Application Submitted By(print name): BAuthorized Agent []'Owner Signature of Applicant: Date: STATE OF NEW YORK), CONNIE D.BUNCHNotary Public,State of New York SS: No.OTBU6185050 COUNTY OF ) Qualified in Suffolk County COItiMIN1®n RXpIr®§AprII 14, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 cam' day of ,20L) j Notary Public i i PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) See attached Client Authorization I, residing at do hereby authorize Meryl Kramer Architect to apply on I my behalf to the Town of Southold Building Department for approval as described herein. Owner's.Signature Date Print Owner's Name 2 M E R Y L K R A M E R a r c .h i t c c t 2 6 0 HORTONS LANE POST OFFICE BOX 1 600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - a 7 3 6 m k a r c h i t e c t c o m LETTER OF AUTHORIZATION RAMA RAO ELEANOR THOMAS 501 E 871h St Apt 1G New York, NY 10128 ti We hereby authorize MERYL KRAMER ARCHITECT to act as our agent in obtaining all permits required.by TOWN OF SOUTHOLD, SUFFOLK'COUNTY AND NEW YORK STATE for the renovations and additions at 1725 King.St. located in Orient, NY 11957. Owner CLEA o2.L AoMA.5 D to J Owner IRA'A ,Q RA v Date I� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 4, 2021 TO: Meryl Kramer(Rao) PO Box 1600 Southold,NY 11971 Please take notice that your application dated April 14, 2021: For permit to: construct additions and alterations to existing single-family dwelling at: Location of property: 1725 King Street, Orient,NY County Tax Map No. 1000 - Section 26 Block 2 Lot 43.4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 40,004 sq. ft. lot in the R-80 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 40,000-59,999 square feet in total size require a front yard setback of 50 feet. The plan shows the front yard setback at 22.1 feet. Authorized Signa Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 4, 2021 RENEWED: July 13,2021 TO: Meryl Kramer(Rao) PO Box 1600 Southold,NY 11971 Please take notice that your application dated April 14, 2021: For permit to: construct additions and alterations to existing single-family dwelling at: Location of property: 1725 King Street, Orient,NY County Tax Map No. 1000 - Section 26 Block 2 Lot 43.4 Is returned herewith and disapproved on the following grounds: The posed construction, on this nonconforming 40,004 sq. ft. lot in the R-80 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 40,000-59,999 square feet in total size require a front yard setback of 50 feet. The plan shows the front yard setback at 22.1 feet. Authorized Signat Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall (?,��l.eslie Kanes Weisman,Chairperson ��0 (/TyO 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CA Town Annex/First Floor, Robert Lehnert,Jr. �Q 54375 Main Road(at Youngs Avenue) Nicholas Planamento lj. Southold,NY 11971 http://southoldtownny.gov R E C E I V E KA Y, �, r` ZONING BOARD OF APPEALS I TOWN OF SOUTHOLD. JA 2 7 2022 V Tel.(631)765-1809•Fax(631)765-9064 o I o er c f1NDI.GS,DELIBERATIONS AND DETERMINATION r .IC; D. MEETING OF JANUARY20,2022 ZBA..92, #757$ NAME QF APPLICANT Rama B Rao and Eleanor L. Tlioma PRQPRTI'f.00ATIpN: l 1 25 King Street, 9rient,NYCTM# lQgp 26 2=43:.4 SEORA DETERMINATION; The Zoning Board of Appeals has visited.the.property under consideration ln,this. application and:determnes:thtt thls.revievi�falls under the Type II category.of the-State's List of:Actions, without furtherSteps under SEQI ; SUFFQLK COUNTY ADMINISTRATIVE CODE: This-application was:not required to be referred to the Suffolk .. County Ijepartment of Planning under the Suffolk County Administrative Code Sections A.14 I4 to 23.. LWRP..DETERMINATJON:.The relief,permit, or interpretation,requested in this application is listed under the.' Minor Actions exempt list.and is not subject to review under Chapter 26$, PROPERTY FACTSMESCRIPTION: The subject property is a 40,004 square foot nonconforming parcel located in the Residential R 80.Zoning Ibis"trict. The northerly property measures 381.48 feet,the easterly nieasures 3.80 feet,;the•property,then runs southerly and measures 274.14 feet,the property'the. runs.soutliwesterly at 104.19: feet and Bally the.propErty,runs westerly and.measures 200.00 feet'and is*adjacent to King Street. The parcel is a' man le shape and is,improved with a two-story frame dwelling with an attached wood deck at the fear of the. dwelling. There is a 123 foot @y 20r. .2.foot frame' garage located in the rear westerly side of the property from the nwelling as shown on.the surueyLmap prepared by John C. Ehlers,LS, last surveyed pn July 28,.2021:. BASIS.:.QF APPLIGAiTION::: Request for Variance from. Article: XXIII', Section 280=1-24-, and the -Building Inspector's-July 13, 2021, Notice approval based on an application for aa..permit.to construct additions and alterations to ari:existing single family dwelling;at 1)located.less than the 9odeminimum required front yard setback of 50 feet;located at. 1725 King Street, Orient,NY. SCTM#1000-2&2-43..4. RELIEF REQUESTED;'The applicant requests a variance to construct*additions and alterations to an existing single-. family dwelling that will create a front yard setback at 22.1 feet-with the addition of a covered entry step and porch addition to the front of the residence. The current front yard setback_ is 29.3.feet. Also..proposed is a one-story . addition to the northerly side of the residence for a master bedroom on the first floor as seen on the Site Plan and architectural drawings prepared by Meryl Kramer, Architect, and last revised August 4,'2021'. ADDITIONAL INFORMATION: The existing front yard setback of 29.3 feet was built prior to the adoption of zoning. Two letters of support were received by the Board from neighbors in support of the applicant's proposed construction. No prior com2arable variances were identified. AL Page 2,January 20,2021 #7578,Rao SCTM No. 1000-26-2-43.4 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 6,2022 at which time written and oral evidence re presented' Based.upon all testimony,documentation, personal.inspection of the property. . and surrounding neighborhood, and gther.evidence,the Z.oning.Board finds the following.facts.to be true and relevant and makes the following.finding s:.: :. . L',Town Law§267-b(3)(b)(1). Grant ofthevariancemill not..produce.an undesirable change in the-character of the - neighborhood or a detriment to.nearby properties. The applicant has designed the project in keeping with the architectural and general..character of the neighborhood. Man..y homes:in Orient pre-date zoning an 'have front yard setbacks that do not meet. the code standards. .Covered. entry ways. and.porches are.not. uncommon to the neighborhood:. The.cavered.porch entry will improve the aesthetics of the front facade. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method; feasible for the applicant to pursue;other than an area variance. The existing front,setback is a non-conforming 29.3 feet so any addition on the front of the subject dwelling with require variance relief. 3'. Town Law 1z267-b(3)(b)(3). The variance granted herein is mathematically substantial;representing 55.8%o relief, from the code:However,the.entry to the residence is-very srnall:and•constrained by the staircase.to thesecond floor... The.proposed addition tot fi st:floor on.the northerly side of the-house is for the creation:of a:new master bedfogm :to meet modern standards Moreover;many:of the odder lzornes inihe community do riot conform to the node required:. front.yard setback. 4:: Town Law &26.7=b(3)�b)(4): No-evidence has been submitted to suggest that a variance in this:residential comrnuriity will. have:an adverse.impact on the physical or environmental conditions in the neighborhood: The . applicant must comply with.Chapter 236 of the To. s'Starm Wate.r:.Management Code. " 5; :Town.Law:$267=ti(3)(b)(S1 The difficulty has been self.-.created. ..The'applicant-purchased the parcel after the... . Zozitn Code was m effect and it is-pre d that tl}e,.applicant had actual or. constructive`knowledge of•the lina.itations on the use.of the:parcel under the Zoning Code in effect prior to.or at the time of purchase. 6-Town Law 267 b.. Grant of the.reguested relief is the m;ninium:action necessary amid to.enabip;:the applicant to enjoy the benefit of a front porch.and entry way and an addition to the first for to create.a;,master bedroom while preserving and protecting the character'of the neighborhood and the health; safety and welfare :of.the community,: RESOLUTION OF TIRBOARD:In considering all:ofthe-above-factors and-applying the`balancing-test under New York Town Law 267=13,motion was offered by.Member Acampora,:seconded by Member.Lehnert,-and duly carried, .. to GRANT the variance as applied for, and shown on the.survey.map prepared by John C. Ehlers, LS; and dated July 28,2021 and the Site Plan prepared by Meryl Kramer,Architect, dated July 28,2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Prior to receiving a building permit,the owner(s).of the subject property cited herein must sign a.statement acknowledging: a. That the applicant(s).have read this determination and understand the limits of the variance relief granted herein; s ' Page 3,January 20,2021 #7578, Rao SCTM No. 1000-26-2-43.4 b. That the applicant(s)will immediately contact the Building Department if a demolition,as defined by . Section 280-4 of the Town Code,' occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein, or the issued building permit; c. That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right, after a public hearing;to modify,_suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV, Section 280-141 of the.Town Code. This approval shall not be.deemed effective until the required.conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the.above conditions be written into the Building Inspector's.Gerl fcate of.pccuparicy, when issued, The Board reserves the;rrgl t.to substitute a similar design.tharis de minimts tit mature foran:alteration that does not increase the degree of nonconformity. lny deviation from the:sunvey, site plan andlor archttectural d'rawtngs cited Fi tltrs dears£tdn rill result tn:delays andlor:apossible denrpl b the Build{ng Dpartxrtent of a buildingpermtt, anal mayeque a newpplicat�Qn aria public hearing he fore the zoning$oard of Appeals Atzy devzgti'on from the:variance(s)granted lreretn as shown {�n tJte orchrtectiral drtrWii , < itelt anchor.£urvey 4 ctterl Above,such as altcralrons, � tehsions,.or demolition,ztre t3otuttc�riztttn'der thixpltcultpii then involi;ng nonconformities"under the zoning calla This action dces'zat aulhor�ze are cgnoite any czlretarfMare use,�e#back or other feature of the subteer�praperly that may violate the Zoning Code, otli r thou such 2tses, setbaclrs''and athcr fezittires`as ar`e-expressly addressed in thr"s actrQn In thQ event that this is ctn appr`oVal sb�ect to conditions,.:the.. .. approval shall ii_ot be deemed effective until such time that the foregoing aondrtions.are met, and far i<re:to cofiiply, therewith will render.this a 'royal null,and void.; . . _ PP: Pursua0t to Cliapter.2$Q :46($)„of the CQ je�bf the.7'own of Southold an variainCe.,gr rated by ilia $oard'of Appeals shall become null and void a Certificate of C)ccXpancy has lnet beeen procured;. and/or a subdivision map has'not been filed with the Snff0lk Co'pnt i Elerk;within'three(3)years.from the date such variance was granted. The Board.of Appeals may, upo written request prior to the date of.explration,grant an extension not to exceed:three (3).consecutive one (1):year terms .IT IS.THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITI THE CODE REQUIRED TIME:FRAME D.ESCRMED HEREIN, Vote of the Board:. Ayes:Members Weisman(Chairperson) Dantm Acampora; FPanamento and Lehnert. . This.Resolution was duly.adopted (5-0). t e ie Kanes Weisman, Chai erson Approved for filing NOTE: Section 280-4 of the Town Code defines"Demolition"as any removal of a structure or portion thereof,where -----the tetatcost-of-the-.r-econstr-action-of-the-structur-e-or-portion-thereof-exceeds-5Dlo-o.f_the—market�ra e-._existFn- - — -- structure before the start of removal. FO(,tco ZONING BOARD OF APPEALS oo r? Town Hall Annex, 54315 Route 25 ��, P.O. Box 1179 `1 " �►� . Southold, New York-11971.0959 Fax(631) 765.9064. Telephone(631)765.1809 ZBA FILE: #7578 NAME OF OWNER OF SUBJECT PROPERTY: RAMA B. RA.O ELEANOR L.THOMAS PROPERTY LOCATION: 1725X'ing Street, Orient.NY DATE-OF ZBA DETERMINATION..: January 20, 2022 SC:TIVI No. 100.0=26-2-43.4 _ PROPERTy. OWNER'S STATEMENT Uwe,the undersigned,am/are the:owner(s) of th propeety eited_aboveand acknowledge that I/we: 1. have received and read Z'BA diiii anon numbers #7578 Dated: January 20;2022 ; 2. understand the limits of the variance relief'granted therein; 3. .agree t"o immed><atei�con#act the;Building Departirrent if' de moTihon,as defined by Sectiion:. 280 4;o#'the Town C?We,>accurs dur<n'g'construction,or any construction undertaken.�n aq other way earceeds. lie scope oft}'e approvals;grante`d herein;orthe is"sued building permits; 4 know-that-the.Zonng Boa>i<d of Appeals retains jurisdiction until the'issuance of fhe.' 'Certificate of`Occupancy>and has.the ri"ght after a public hearing,to modify,susperid:or' Tevokesnch approvals."or any term or condition thereof or to impose thereon one or more new coridit><ons,pursuaht to Arh'eleXV,Sect>ton 28Q 14;1 of the Town Code.;; S. in0tsu'bmit0 Igned and notarized copy of flies statement:must'lie`subm>Itted to botf ttie. Off"xce:of the.Zon><ng_;Board'of Agpeals,and tli:e Building D,epartrr%ent prior Q.my/our aPP,lytrig fora"building perm><t; 6 ;that the Building Depart><rien,will not.issue A building permit ivitbout receipt of this;s>Igned statement. Print Name of-Owner s. RAMA B RA'O ELEANOR L. THO.MAS"" -4 .. �.) Sf gnature;of Owner(s) Dated•.: 2 • l0 - Z Z— 101, Dated. Swoin"to_before mie this: /D day Sworn.to before me this. �0 day �I I ,_2022 of 6rLca�' 2622 _4 AA- ary.Public JACK M ROBBINS N ry Public Notary Public,State of Newyork JACK M ROBBINS Reg.No.01R06415211 Notary Public,State of New York Reg.No.01 R06415211 _.._...._.. --Qualifiedan-New-YorkGounty _.. Commission Expires 03/08/2025 Qualified in New York county - commission Expires 03/08/2026 BOARD MEMBERS ��oF s0Ury® Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes apt Town Annex/First Floor, Robert Lehnert, Jr. 1 54375 Main Road(at Youngs Avenue) _Nicholas Planamento ��oUiVTTY,�� Southold,NY 1'1971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD '••J t�, N O V 2 6 2024 Tel. (631) 765-1809 ;,:Th'1'; '�t°4._ EXTENSION DETERMINATION Special Meeting of November 21, 2024 ZBA FILE: #7578 NAME OF APPLICANT: Rama B. Rao and Eleanor L. Thomas PROPERTY LOCATION: 1725 King Street, Orient, NY SCTM# 1000-26-2-43.4 BASIS OF APPLICATION: Request for Variance from Article XXIII, Section 280-124; and the Building Inspector's July 13, 2021, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at 1) located less than the code minimum required front yard setback of 50 feet; located at: 1725 King Street, Orient, NY. SCTM#1000-26-2-43.4. DATE OF PUBLIC HEARING: January 6, 2022 Request for a variance was originally Granted as applied for, on January 20, 2022. On November 8, 2024, Martin Finnegan, Attorney, on behalf of his client, requested a one-year extension of the above-mentioned relief for variances. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Lehnert, and duly carried, to GRANT, the applicant's request that the above cited determination be extended to expire on January 20, 2026, as per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes: Members Planamento,Lehnert,Weisman,Acampora,and Dantes. This Resolution was duly adopted (5-0). vipd DALt,� Leslie Kanes Weisman, Chairperson Approved for filing �� / /2024 l FINNEGAN LAW, P.C. 13250 MAIN ROAD P.O. BOX 1452 NI l"I HUCK, NEW Y'ORK 11952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NOR.THFORK.LAW By Electronic Mail November 8, 2024 REC ® Ms. Leslie Kanes Weisman, Chairperson NOV 0 8 2024 Town of Southold Zoning Board of Appeals 54375 Route 25 ZONING BOARD OFAPPEALS PO Box 1179 Southold, NY 11971-0959 Re: ZBA File #7575 Applicants: Rama B. Rao and Eleanor L. Thomas Premises: 1725 King Street, Orient SCTM #: 1000-026.00-02.00-043.004 Dear Chairperson Weisman and Members of the Board: On behalf of the Applicants, Rama B. Rao and Eleanor L. Thomas, I am writing to request a one (1) year extension of the variance relief granted by way of the Board's January 20, 2022 Determination, a copy of which is attached hereto. The Building Department issued Permit # 51016 on August 1, 2024 and work is currently underway. The Applicants request and extension through January 20, 2026 to complete construction and obtain a Certificate of tfccupancy as per the Determination. Kindly advise if you require any further documentation to place this request on your next available agenda for review. Thank you for your consideration. Very truly your - Martin D. Fi MDF/ao Encl. BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road -PO Box 1179 SouthoW Now York 11971-0969 Telephone(631)765-1802-FAX(631)765-9502 rogerr0-southgldtownn gov-swnd0southoldtownnv.Qov APPLICATION FOR ELECTRICAL INKS, TIOM ELECTRICIAN INF RMATION (Ail Irrbrmatlon Required) Date: Company Name: C Et®ctrlclsn`s Name: " License No.: /�I(y0! Elec,email: Elec. Phone No: 1- request in email copy of Cerm a of Compliance Else.Address.: F B SITE'INFORMATION (Ali Information Required) Name: 9-Ab -To ltS Address: I Crass Street: Phone No.: _ ( - &6 -G 5 LO BIdg.Permit#:_.. j 1 01 C email: . Tax Ma "District; 1000 Section:. Block: Lot: BRIEF DESCRIPTION—OF WORK; INCLUDE SQUARE'FOO AGE(Piease�Print Clearly): 1560 S GZ + (��4 (c)ti Circle All That Apply: Is job ready for inspection?: YES[E�NO []Rough In Final Do you need a Temp Certificate?: ' YES O issued On Temp Information: (Ail Information required) Service Size[1 Ph[]3 Ph Size: ____�A #Mfrs�.Old Deter# [�New Servic:e[]Fire Reconnectrl tood Reconnect08ervice Reconnect0underground Dverhead #Underground LateralsM 1 2 H Frame rl Poi® Work-done on Service? Y Elm Additional Information: PAYMENT DUE WITH A,PPLICATiON i ire as ��•ol.� ��(�� re � � l Chi f foal 16-P 6 K. !fe 39 r• 1. BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road -PO Box 1178 8outhoid!Nevu York 11671-0959 Telephone(631)766-1802- FAX(631)7664W2 roaerraMoutholdtown�seand(Meoutholdtownnv.Qov APPLICATION FOR E ECTRICAL i CTIC=N ELECTRICIAN IN F t 1111ATION ytri r ormawn Required) Date: Company Name: ! C Electrician's Name: License No.: M -13 Val I Elec. email: A 1*VA'edtS. 2, YA400, oA-1 Elec. Phone No: 631• ' . request n email copy of Certificate of Compliance Eiecy Address.: JOB SITE INFORMATION (Alt information Required) Name: - o ti I�S Address: Cross Street: Phone No.: BIdg.Permit#: i 01 U _ email: -- ot: L Tax Map District: 1000 Section: Black: BRIEF DESCRIPTiON OF WORIt, INCLUDE SQUARE FOOTAG '(Pleaso,'Pi1nt CesdY): 560 SG2 + C(L&0v 4 icc'r)Aj 413-� mere Fb 6: Circle All That ARphI: Is job ready for inspection?: YESNO []Rough In Final Do you need a Temp Certificate?: ' YES�SNO issued On Temp Information: (Ail information required) Service SizeMi Ph rJ3 Ph Size: __.__.A 0 Meters Old Meter# []New Service Fire Reconnect[]Flood Reconnectj]Service Reconnect(3Underground[]overhead Unde round Laterals 1 2 H Frame Pole Work done on Service? Y N Addififonal information: PAYMENT DUE WITH ,pppE,ICATION t its als n5? re C, low tQ 3*- Siol � Ck -V 39 � l i PERMIT# Address: Switches ' F Outlets GFI's Surface Sconces . H H's I; C-N,7 s r UC Lts �� �J ' Fridge HW POOL ��Fans � . � Mini Fr. W/D PanelPump Exhaus ' Oven Sump Heater 1, Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights. Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC 11) A Hood Blower Service Amps Have Used Sub Amps Have Used Comments M E R Y L K R A M E R a r c h i t e c t 260 HORTONS LANE TRANSMITTAL POST OFFICE BOX 1 600 S O U T H O L D, N Y 1 1 9 7 1 plte Southold Building Department Via: Drop Off 6 3 1 - 4 7 7 - 8 7 3 6 Address Town Hall,Southold NY Date: April 14,2021 m k a r c h i t e c t c o m Re: 1725 King Street,Orient- Disapproval for ZBA WE ARE SENDING YOU x Attached ❑Under separate cover via the following items: ❑Shop drawings X Drawings ❑Specifications ❑Copy of letter COPIES DATE DESCRIPTION 3 4/8/20 Site Plan 1 4/9/20 Building Permit Application THESE ARE TRANSMITTED as checked below: X For Disapproval ❑ For your use ❑As Requested ❑ For review and comment REMARKS: We are submitting for disapproval. Thank you, Ruth 631477 8736 Twomey05 L,atham Martha F. Reichert Associate SHEA, KELLEY, DUBIN & QUARTARARO, LLP 631.727.2180x305 mreichert@suffolklaw.com 33 West Second St. P.O.Box 9398 Riverhead,NY 11901 suffolklaw.com Thomas A.Twomey,Jr. (1945-2014) Stephen B.Latham John F.Shea,III July 12, 2021 Christopher D.Kelley David M.Dubin Jay P.Quartararo t Via Federal Express Peter M.Mott Janice L.Snead Bryan C.Van Cott . Town-of Southold Annex Building Kathryn Dalli Building Department Martin D.Finnegan O Reza Ebrahimi Attn: Susan Pontino Jeffrey W.Pagano . 54375 Route 25 Karen A.Hoeg Southold NY 11971 Bernadette E.Tuthill , Craig H.Handler Bryan J.Drago Daniel R.Bernard t♦ Re: Application of Rao/Thomas 1725 King Street, Orient,NY Katerina Grinko Lorraine Paceleo Terrence Russell Dear Susan: Christina M.Noon Chadwick Brieds Martha Reichert Enclosed please find a check in the amount of$50.00 payable to the Town of Southold to extend the letter of disapproval by an additional 60 days for the OF COUNSEL above referenced application. { Lisa Clare Kombrink Kevin M.Fox Patricia J.Russell Please contact me should you require anything further. Jennifer P.Nigro Craig Gibson Joan Morgan McGivern S' erely, Scott Handwerker NY&LA BARS t LL.M IN TAXATION ♦ NY&NJ BARS MART A REICHERT O NY,NJ&PA BARS ■ NY,NJ&DC BARS NY:NJ&FL BARS MFR/ks Main Office Encl. 33 West Second St. P.O.Box 9398 Riverhead,NY 11901 631.727.2180 suffolklaw.com Issue Date: Set 4/8/21 For Disapproval EXISTING AREA DATA S.C.TAX No.1000-26-2-43.4 TOTAL LOT AREA:40,004 SF or.918 ac. %LOT DESCRIPTION AREA COVERAGE BUILDING 1,412 SF 3.5% r F^ 1 DECKS 226 SF .6% GARAGE 248 SF .6% TOTAL 1,886 SF :::4:7:% ] PROPOSED AREA DATA S.C.TAX No.1000-26-243.4 TOTAL LOT AREA:40,004 SF or.918 so. % p LOT `t y- K• j '7� DESCRIPTION AREA COVERAGE BUILDING 1,690 SF 4.2% •� DECKS 640 SF 1.6% �5 y0 SHOWERR 32SF OS% OF N�Vv EXISTING 248 SF .6% �,.,,•�� GARAGE TOTAL 2,610 SF 6.5% �( SITE PLAN DATA BASED ON SURVEY BY o G,� Ip°Q(j O // V/� AT�Ck JOHN C.EHLERS LAND SURVEYOR, NYS DrawingLegend: LIC.NO.50202.DATED 8.30.2017 g Wall To Be Removed Wall To Remain New Wall 0�p'\ New Foundation Wall - Lines Above O IICU / �OO `� -------- Lines Below �0 — — ----- Guidelines F 12.3' a�.,... FO^ —•---•--•-- Fence Door Tag Window Tag rn I--r•, ,� � FST T 50'-0" Section X, S Sheet A-XXX FRONT tx"\ •1r Detail Tag Elevation Tag PROPOSED CELLAR ENTRANCE ,,� O � - PROPOSED 1 STORYADDITION X PROPOSED CHIMNEY_ _ PORTION OF EXIST.BUILDING TO ' �. X O X Interior Elevation Tag S --- ---- BE REBUILT&REPLACED 29 3 PROPOSED WOOD DECK X\ EXISTING 22.1' � fi PROPOSED / PROPOSED OUTDOOR SHOWER OEXIST.WOOD DECK O 1 STORY PORTION OF EXIST.RESIDENCE t PROPOSED COVERED / \ ENTRY PORCH&STEP M ERYL KRAMER PROPOSEDI / a r c h i t e c t STORY ADDITION „F_______________1�_____ < � � 1 STORY SCREENED PORCH 60'_�" � r LA I PORTION OF EXIST RESIDENCE REAR 2 STORY PORTION S C (� 260 HORTONS LANE R E E N D �' � OF EXIST.RESIDENCE p I\ rt � PROPOSED I\OOIVI C� O POST OFFICE BOX 1600 WOOD DECK z SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 E rn ( � rn Z .. ^" V ► �.._ mkarchitect . cc m n 2 0 _ � o o ) Rao-Thomas S � o 600 ;- - N ���1 0 Residence l 0 2O A '40 0 ,, O w557 5 o� ��; � � 1725 King Street O� • f �0?1 4� �R5 r Orient NY 11957 g N0� oR AND 0-`ri y SCTM# (1000-26-2-43.4) LAND LAND R�1N5EN Mq NOW F MA�� MA o RY MARTIN ORA4ERL r SIN AND OT OF, fyERs Site Plan SCALE:As Noted Site Plan 1 Scale: 1/16" = 1'-0" A-001 © 2018 Meryl Kramer Architect All Rights Reserved I Issue Date: Set: 3/24/21 For MF review EXISTING AREA DATA 4/8/21 For Disapproval S.C.TAX No.1000-26-2-43.4 $/1}/2.1 Fc r ZBA% i TOTAL LOT AREA:40,002 SF or.918 ac. %LOT DESCRIPTION AREA COVERAGE BUILDING 1,412 SF 3.5% DECKS 226 SF .6% GARAGE 248 SF 6% TOTAL 1,886 SF 4.7% PROPOSED AREA DATA S.C.TAX No.1000-26-2-43.4 ,��RED ARC TOTAL LOT AREA:40,002 SF or.918 ec. '- LOT L DESCRIPTION AREA COVERAGE BUILDING 1,690 SF 4..2% " ~ a. DECKS 640 SF 1.6% 024802 OUTDOO SHOWER 32 SF .08% OF N G� EXISTING GARAGE 248 SF !6% TOTAL 2,610SF 6,.5% O / OQjj SITE PLAN DATA BASED ON SURVEY BY JOHN C.EHLERS �-✓ / C+ LAND SURVEYOR,NYS LIC.NO.50202. DATED O 4-44( Drawing g Legend: O / /�O Wall To Be Removed Wall To Remain VOl, New Wall ' j/v New Foundation Wall V�// l, \ C � FO -_-----_ Lines Above O� — — -- Lines Below (.�� �O -•---- -- Guidelines _ F� CT 1 2.i' O Fence cO ��� 101 �C Door Tag Window Tag -., � Ax�xx •--1 Section X, 50'-0" ~, S Sheet A-XXX 73 FRONT ~ 57 DLL Detail Tag (�,) Elevation Tag PROPOSED CELLAR ENTRANCE O PROPOSED 22.2 m PROPOSED 1 STORY ADDITION X O X Interior Elevation Tag CHIMNEY PORTION OF EXIST.BUILDING TO .., C 1 n BE REBUILT&REPLACED �'` 29.3 m ao' , J PROPOSED WOOD DECK \ �. EXISTING o 22.1' PROPOSED PROPOSED OUTDOOR SHOWER ' 5.4" 4.5 to m 8.75' 12.8' o 38.5' O q EXIST.WOOD DECK ON 1 STORY PORTION OF EXIST.RESIDENCE ;0 it l PROPOSED COVERED zza' ENTRY PORCH&STEP I i.i' M E R Y L K R A M E R a r c h i t a c t O PROPOSED 1 � m rn 8.9 STORY ADDITION ---------- 16.1 22.5' I 60'0" � � I 1 STORY SCREENED PORCHLA I •"`-. ^ ` S> 151' PORTION OF EXIST.RESIDENCE REAR ' v �� ( n 260 HORTONS LANE 2 STORY PORTIO ����EN 1 � V„J OF EXIST.RESIDENCE E � 0 POST OFFICE BOX 1 600 PROPOSED ROOM rn _" SOUTHOLD, NY 1 1971 WOOD DECK rn71 m k a r c h i t e c t c o m Fn z r- ;� z , O 2� o d i N m o � � o-- o----o--- S O Rao-Thomas W o � N � Residence S 600 0 �'4O"� O _ ' O O�� 1725 Kin Street � w --- 537 O� . � g � ����� � � Orient NY 11957 �o� O� SCTM# (1000-26-2-43.4) LWO1 . 131 No OF,NS�� p,N0 O����5 LAND NO �� P,� O MARY MA OR 1ORME MA � RriNSEN A RLY OF: AND OT NERS Site Plan i., Bldg Dept copy from Z— BA Final r le b �ments SEP 13 2021 ZBAFil�st D2Z'Date: -AI NG F OARD O APF"ul�L SCALE:As Note'" 'y 1 Site Plan Scale: 1/16" = 1'-0" A-001 0 2018 Meryl Kramer Architect All Rights Reserved I Issue Date: Set. 6/28/19 Schematic Design 4/8/21 For Disapproval 8/4/21 For ZBA ------------- % % % PROPOSED -EN PQRCH- T 0 ALI V",L 1377 '�kz T-IT z EXISTING UP �V-F k ; I E ELEC. PANEL U) ','I D,�C,y LK 00 UP 0 0 LU _j U- 0 (0 V-1 LIVING :�4802 EXISTING (3)2x6 DROP GIRDER x 0 --—-—---- NEW EXISTING CELLAR EXISTINGWELLTANK0 WASHER DRYER & FILTRATION DN'�XISTING Drawing Legend: WASTE W.H. ............ Wall To Be Removed Wall To Remain LINE U U- 0 TUB --i New Foundation Mill -——————- Lines Above 5'VANITY ------------ Lines Below W.I.C. MASTER I ! I j !UP 7.5'x9' —BATH Guidelines C WETAREA Fence EXISTING PROPOSED CRAWL SPACE % DINING Door Tag 3x6 FLOOR JOISTS 610 10 SHOWER it LIN. T EXISTIN G Window Tag A.H. C) UU Section Y, Cl) in Sheet A-)= 0 X/ X> CL A, I I 0 0 (D I M 0 Detail Tag a_ a, POWDER % - - - - - - - - 'U. L 3.5'x6' % U 0 Pq Elevation Tag (D W D U) I j n Ix (90 Z P of KIN x x z Interior Elevation Tag + C/) 0 5-< 0 Uj -J LL II MUD/LAUNDRY BEDROOM x EXISTIN W I 17'x9' CATHEDRAL I M ----D.H. co 15.5'x 11.5' II -o--CAB./BENCH/ TO T7--7 0 OD DECK M E R Y L K R A M E R a r c h i t e c t CELLAR -------- 260 H 0 R T O NS LAN E o POST OFFICE BOX 1600 EENED LINEXCAVATED FOUNDATION L—————— PORCH KITCHEN 6 3 1 - 4 7 7 - 8 7 3 6 L————————-J rn k a r c h i t e c t c o m OUTDOOR SHOWER Rao Thomas Residence 1725 King Street Orient NY 11957 -------VVOOD DECK SCW# (10 0 0 26 2-4 3.4) Foundation Plan and First FI Plan SCHEMATIC DESIGN 6/28/219 NOT FOR CONSTRUCTION O—Fcirstfloor Plan Foundation. j = 1�10�n Scale: 1 A" 1 1-011 SCALE:As Noted Scale A Bldg Dept copy from ZSA Final reviewed_00cuments ZBA File# 75 73 Date� A- 101 2018 Meryl Kramer Architect All Rights Reserved I Issue Date: Set. 4/8/21 For Disapproval 8/4/21 For ZBA OED ARC KRAMc�s, 0246 - F OF NE BEDROOM #2 BEDROOM #3 1 - Drawing Legend: Wall To Be Removed T Wall To Remain New Wall New Foundation Wall DN _ -——————- Lines Above BATH #2 ---- -- -- - — -- -- -- ------ Lines Below -t---- —-------- Guidelines — — — —- Fence Door Tag I 101 O Wind ow Ta g 9 Section X She et A-)OOC x — Detail Tag I _ L I Elevation Ta war 9 — - - x x Axxx x El v ti n Interior r r o e a o Tag - O x M E R Y L K R A M E R a r c h i t e c t I 2 6 0 HORTONS LANE POST OFFICE BO X 1600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 i m k a r c h i t e c t c o m ji lao-Th m� aS I R ide n es ce i 1725 King Street Orient NY 11957 I SMM# 1000 26-2-4 3.4 Second Floor Plan and Roof Plan Roof Plan Second _Floor Plan Roof Plan _ 2 Scale: 1/4" = 1'-0" 3 Scale: 1/4" = 1'-0" SCALE:As Noted Bldg Dept copY from ZBA Final reviewed documents ZBA File # -15�� Date: I / a01 Z?-- A- 1 02 © 2018 Meryl Kramer Architect Al Rghts%served I Issue Date: Set 4/8/21 For Disapproval 8/4/21 For ZBA I ED ARC R C L K Rq,y h,5f)k I o,II I I t I I � N li 2 0248 - 0 O I I EE LIL � I III I nnnn v� 4F NE - I I I : I - DramAng Legend: I II I - --- ---- — r 'I � Wall To Be Removed I ,I I I I I I i i III I I f I' C L__ � I I I i ti ❑❑❑ ❑❑❑ ❑❑❑ Wall T Remain �I III' 0 _ I I' I I -v - i II I I I I' I II I : I I New Wall I I I ❑❑I� I nn �� II I'[Dill ❑ �I�l J u' � I - - 'I I i I New I I I I I I I Foundation Wall I I I � r i - I Lines,ewe I 11 I II -------- i I I' I I: I i I I I I : I Line Below � I I s I I , I I II I I I Guidelines r I I e I I I I I I it _ . I i i I I I I I I I II --- — — —- Fenc -- I � I I I I I i I I I I I I , II 10� Door T I o Tag I , 10 O Window Tag Section X Sheet A-X)(X n--,� Detail Tag 1 Front Elevation (South-West) 2 Right Elevation (South-East) Devation Tag Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" x x Axxx x Interior Bevation Tag x M E R Y L K R A M E R a r c h i t e c t I I I I 2 6 0 HORTONS LANE POST OFFICE BOX 1600 SOUTHO D L NY 1 197 1 I � I I I I I I I ❑❑ ❑ I I 6 3 1 4 7 7 8 7 3 6 I I „ I t II ll C I J ❑ I - - I h - - — ❑❑❑ m k a r c h i t e c t c o m I -Cl) I I I I II I ❑ �J I : f i : I I I I llI I I I : I Imo-ThOn1aS I I I I I I 1 I I I I I I I I ❑ _ I 1 - r - - I esi n I �u ❑uu I I de ©e I I I I [JE]HI ❑❑❑ � I ❑❑ ❑❑❑ I ❑❑ II I II I ❑❑ I I IiI I I I �II❑❑ ❑❑ - - —_- -- ._-_ — -- -- ❑❑ 1725 Kin Street I II ELI� �C�J g et I I i I - - Orient NY 11957 I I f SCTM� 1��• 2G 2-�I 3.4 I i I I I ( I I I C I I� I I I I I I I I I I I I � I I I � I I I I I I I : I I I' I II I 1'I I I I I I I I � I I : I I II I , I I —� Elevations 3 Back�E �=ation North-East LeftElevationScale: 1 A 1'-0" Scale: 1/4" = 1'-0" SCALE;As Noted Bldg Dept copy fr om ZBA Final reviewed docLI ents ZBA Ci�G Datr- i_:---n2�/ A-200 © 2018 Meryl Kramer Architect Al Rights Reserved i Issue Date: Set: 4/8/21 For Disapproval 8/4/21 For ZBA * 02480Z F 4F NE`s- c .. .}". .. .. - 1, - Wall To Be Removed Wall To Remain ..: ., .:. .... .. � e ". .... , . .-.. .,v: t e New Wall New Fo n u dation II Wa y EE Lines Above �r s N - Lines Below x Guidelines i Fence ! k y. 101 F G`` Door Ta 9 ' 0 h l.U `.._ VUAndow Ta � � s � �� � III y , „ r Section X, h S eet A:)OCX �i x i Detail Tag v L_ „ Elevation Tag K x x Axxx x Interior Elevation Tag , , w, ,.x r b 'lyf i r. f Y w. M1 , •� '' `�"�3n"^ ° .arot:rw,+snv4mmiewxww.won+aµ+'.+r'+r......re wn - 1 eY ,. 'W-.ww wren m•a+ngn.rwur.a..w.�w.anr.,wr ;,. +www.�w.wsw+ �u�+Fwn+�.r'+++nryw'�+ +«+.+nr.n�.t«*.`•-.n+-'�.rrtrty4^n" ,+m+.Wwum++.n+.r.....s-nwna+.-...en r l e G r M E R Y L K R A M E R z a t e c t c h i 2 6 0 HORTONS L A N E POST OFFICE B Q X 1 6 0 0 . " SQUTHOLD, NY 1 1 971 6 3 1 4 7 7 - 8 7 3 6 ny , Rao:ffi mas View To Entry Porch & Single Story Addition nc Residee Scale: NMS 1725 King Street Orient NY 11957 SCTM# (1000 26 2-43.4) Proposed Perspective Views SCALE:As Noted Bldg Dept copy from ZBA hir,a' '€"'°'-,•) documents ZBA 1)��\ A-201 © 2018 Meryl Kramer Architect Al Rights Reserved i Issue Date: Set: 6/12/24 Building Permit GENERAL NOTES: 9. DIMENSIONS, ELEVATIONS, MEMBER SIZES,AND DETAILS OF EXISTING STRUCTURE SHOWN IN THE DRAWINGS ARE BASED ON 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN LIMITED FIELD MEASUREMENTS AND MAY NOT BE ACCURATE. THE ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS CODE,AND THE NEW YORK STATE ENERGY CONSERVATION OF THE EXISTING CONSTRUCTION AT THE JOB SITE PRIOR TO CODE,AND LOCAL AUTHORITIES. FABRICATION OR CONSTRUCTION. ANY DEVIATIONS FOUND IN 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED THE FIELD FROM WHAT IS SHOWN ON THE DRAWINGS SHALL BE 10M,E 'nomDRAWING LIST BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND REPORTED IN WRITING TO THE ARCHITECT AND ENGINEER PRIOR t ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN TO FABRICATION OR CONSTRUCTION. DESIGNED FOR A SOIL BEARING CAPACITY OF TWO (2)TSF AND Sheet No. Sheet Title GRADES LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN ® THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE DESIGNED FOR THE SPECIFIED VERTICALAND LATERAL FORCES R . sodence A-000 Cover Sheet 6/12/24 SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. ACTING ON THE COMPLETED BUILDING. IT IS THE RESPONSIBILITY A-001 Site Plan 6/12/24 OF THE CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED A-002 Code Sheet 6/12/24 3. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SHORING AND BRACING NEEDED DURING CONSTRUCTION TO BRED AR 1725 King Steet, A-003 Window & Door Schedule 6/12/24 SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND DECKS ETC. MAINTAIN THE STABILITYAND SAFETY OF THE PART ALLY COMPLETED STRUCTURE AND FOR CONSTRUCTION � � Orient NY 11957 A-101 Foundation & First Floor Plan 6/12/24 4. DO NOT SCALE DRAWINGS. LOADINGS THAT EXCEED THE SPECIFIED DESIGN LOADS. �46 A-102 Second Floor& Roof Plan 6/12/24 5. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER 11. DETAILS LABELED TYPICAL ON THE DRAWINGS SHALL APPLY * A-200 Building Elevations 6/12/24 ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE (P A-300 Building Sections 6/12/24 ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL, SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE EX-101 Existing Foundation & First Floor Plan 6/12/24 STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE APPLICABILITY OF THE TYPICAL DETAIL IS TO BE DETERMINED BY '9T 024802 p EX-102 ExistingSecond Floor & Roof Plan 6/12/24 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE TITLE OF THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL OF NE`N y S-101 Foundation & First Floor Framing Plan 6/12/24 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT IN THE DRAWINGS. BETWEEN BUILDER AND OWNER. 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. SAFETY OF NtKSOONS AND PROPERTY. THE ARCHITECT'S OR Drawing Legend: ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE 8. CONTRACTOR SHALL OBTAIN ALL PERMITS THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF _ _ _ _ _ _ Wall To Be Removed CONSTRUCTION. Wall To Remain New Wall New Foundation Wall PLUMBER CERTIFICATION _ Lines Above j APPROVED AS NOTED OCCUPANCY OR ON LEAD CONTENT BEFORE - - - Lines Below DATE: D/ USE IS UNLAWFUL CERTIFICATE OF OCCUPANCY --- - - Guidelines B.P.# �I r�17 - - -- Fence -'� VOTWU 77 •�0 BY: SUPPLYSYSTEM CANNOT ,01 Door Tag "'ERT-1 MATE NOTIFY BUILDING DEPARTMENTAT OF OCCUPANCY ; . EXCEED 2110 OF 1% LEAD. O 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: "' All exterior fighting 101 Window Tag 1. FOUNDATION-TWO REQUIRED installed, replaced or FOR POURED CONCRETE - repaired shall conform Section X, 2. ROUGH-FRAMING&PLUMBING ..��'�, ~�� • � PLUMBING Sheet A-xxx 3. INSULATION COV' MW PLL COE)FES OF Chapter 172 f1tW YORK STATE&TOWN CODES to ALL PLUMBING WASTE 4. FINAL-CONSTRUCTION MUST F &WATER LINES NEED of the Town Code �^� ______ BE COMPLETE FOR C.O. AS FiEQUiR D AND CONDITIONS OF TESTING BEFORE COVERING X L Detail Tag ALL CONSTRUCTION SHALL MEET THE 3nJ 0LDTOt".1NZBA , REQUIREMENTS OFTHE CODES OF NEW -X YORK STATE. NOT RESPONSIBLE FOR ' TOrN RRANING SOAi;"7 Elevation Tag Generated by REScheck-Web Software DESIGN OR CONSMUCTON ERRORS N.Y.S.DEC x Compliance Certificate s6umo D lPC x Axxx x Interior Elevation Tag L -7 SCHD � x TnV5$PLACARDING REQUIRED ' Project Thomas-Rao Architect Energy Code: 2018 I►ECC RETAIN STORM WATER RUNO`rI Location: Southold, New York PURSUANT TO CHAPTER 236 Construction Type: Single-family OF THE TOWN CODE. Project Type: Addition Kramer + deConciliis Architecture Climate Zone: 4 (5572 HDD) 260 Hortons Lane, Permit Date: Kramer+deConciliis Permit Number: Vent Thru Roof ARCHITECTURE Southold, NY, 11971 All Electric false ROOF Is Renewable false Has Charger false Has Battery: false -�---- 260 Hortons Lane, Has Heat Pump: false - -'r"--�� Office: (631 ) 477 - 8736 I I P.O. Box Southold,, N NY I � I I Y 11971 I lay. 631-477-8736 Construction Site: Owner/Agent: Designer/Contractor: gHowER TUB w C. kdcarchitecture.com 1725 King Street 2ND FLOOR Orient, NY 11957 c.0. 1IG EXIST. BATH 2 . ._.. ___ -----r mp ---r----- ---T-2---I---- T- _ Coliance: 6.3%Better Than Code Maximum UA: 95 Your UA: 89 Maximum SHGC: 0.40 Your SHGC: 0.29 r T The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. I ( I I I I ( I I I It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. I I I2" 1 ,/2", 2„I I I 12„ I2„ I I I Rao-Thomas Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade I1 1/2" 12' 11 ,/2" assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. LAV. SINK LAV. LAV. I I Engineer F.A.I. --- w w C. ow w.C. I 1ST FLOOR TTUB SHOWER Residence Envelope Assemblies 1/2.. 2 2J 3" 3" 11/2" SL (Maresca Associates 3 2�� 1725 King Street . iW o i a HOUSE Orient NY 11957 188-04 West Montauk HWY TRAP Ceiling: Cathedral Ceiling 695 49.0 i C O IC.O. - -�..�... �,.�.:....._ • � � • LAUNDRY POWDER EXIST, PRIMARY BATH SCTM# (1000-26-2-43.4) Hampton Bays N Y 11946g 2.0 0.021 0.026 15 18 CONNECT TO KITCHEN --- APPROVED North Wall:Wood Frame, 16" o.c. 242 19.0 8.2 0.039 0.060 8 12 T- --, SANITARY I I Window A: Vinyl Frame SYSTEM SHGC: 0.28 14 0.300 0.320 4 5 I 11/2"I Office: (631 ) 728 - 9480 Window G:Vinyl Frame SIrvK SHGC: 0.32 19 0.280 0.320 5 6 nEXI East Wall:Wood Frame, 16"o.c. 185 19.0 8.2 0.039 0.060 5 8 BASEMENT Window E:Vinyl Frame 44 0.300 0.320 13 14 SHGC: 0.28 EJECTOR Cover Sheet West Wall:Wood Frame, 16"o.c. 132 19.0 8.2 0.039 0.060 5 7 PIT Window F:Vinyl Frame 13 0.280 0.320 4 4 LAUNDRY SHGC: 0.32 Crawl Space Floor: Slab-On-Grade (Unheated) Insulation depth: 3.0' 60 11.4 0.660 0.700 0 0 Insulation position: Horizontal Insulation Project Title: Thomas-Rao Report date: 04/29/24 Plumbing Riser Diagram Data filename: Page 1 of10 1 Scale: NTS SCALE:As Noted A-000 © 2024 KdC Architecture All Rights Reserved I i Issue Date: Set: 6/12/24 Building Permit EXISTING AREA DATA S.C.TAX No.1000-26-2-43.4 ITOTAL LOT AREA:40,005 SF or.918 ac. LOT DESCRIPTION AREA COVERAGE BUILDING 1,412 SF 3.5% DECKS 226 SF .6% .ss GARAGE 253 SF .6'% TOTAL 1,891 SF 4.7% r6% •,A ` PROPOSED AREA DATA V1` ` S.C.TAX No.1000-26-2-43.4 � RED,q� X TOTAL LOT AREA:40,005 SF or.918 ac. C [D- --- — %LOT �J� CRY it K� ESCRIPTION AREA COVERAGE �U_ ILDING 1,647SF 4.6% 4� •S9 .�� DECKS 688 SF 1.7%-- 1\ 802 /m EXISTING om �'/'} fi.✓ O �� GARAGE 253 SF .6% �F NEW 1/0O �� �' TOTAL 2,588SF 8.4A% as O , �h oo-- _- O aR/ s SITE PLAN DATA BASED ON SURVEY BY YOUNG ASSOCIATES, NYS LIC.NO.45893. O h p�Q� ,� DATED 4.22.2024 GAS i �--a► METER �� 0�„ ' ^ '*'IN Q�T�Ck< Drawing Legend: � o Be Removed c? der er soh ` �/' • f]'► ' Wall To Remain / ��4101, O /e�� 6' X © � ` New Wall J, "�_ Re ` New Foundation Wall SS'4 G. �/o ♦ -_—___-- Lines Above G� - ---(j Q�'` �"(,b/� �\ ------------ Lines Below G Q —------ — Guidelines �w/ j r Fence lU o j� / I�j'�j., ,J Door Tag � 40 ` G) .7 I'T`! M / f tq� • LQ ek Window Tag X X Q S��{ Section X, Q \\� V7 C") �] —1 J '1 Sheet A-XXX 7Z 6% 50-0 6 1) m ��4 X 0 9 FRONT ,�� J, CONC. tS 2 n ,�� Detail Tag G) N C�,(Q,p C \ •� �, v L ` v Q H Q �� / Elevation Tag { x '7 X x//,21 8' / ,, — — ' /, �/, ------ ------ jPROPOSED 1 STORYADDITION X 7 PROPOSED /'%// � / ��, '��'. ," �. � y • r 1� x Axxx x Interior Elevation Tag •Jb, 9711 EARTH DRIVE•CHIMNEY ';/ ' r, / ' — PORTION OF EXIST.BUILDING TO X + BE REBUILT&REPLACED X • y '"� - -- ---- G) 29.3 , / / ` CELLAR ENTRANCE TO REMAIN // C7 -- ---- - Jr t' m� '/ �[. •�' ----- - EXISTINGL l� EXISTING ;' X •0 . /� r 22.1' I/�V i n ji% a' j / PROPOSED j'j'" ✓ 0 7°' PROPOSED OUTDOOR SHOWER �( 5.6` 5Fuj) .4'r "'45"" n , 16 " x 38.5' {r ' xfT2 y �(� • 7+ i XXx4 EXIST.WOOD DECK UIPROPOSED COVERED 1 °, ,^< `` kx. I C7 G) ------ --------- - -- r ---- 1 STORY PORTION OF EXIST.RESIDENCE ENTRY PORCH&STEP ' x' I , N N r .Yr ' 14 OV•+ A / ORYADDITION F '>> v•mO 38' •� / ©tJs _ ' - - -_ Kramer,,de ConciliisD1 ARCHITECTURE60 to w26.2 ,, O I� 22.5 1 STORY SCREENED PORCH &ARD N REAR . . <. PORTION OF EXIST.RESIDENCE �N�^ '�---- �-- 260 Hortons Lane, Mal 2 STORY PORTION - �� ,� "�' ° ``' P.O. Box 1600 X, OF EXIST.RESIDENCE to/O/'�� J •�j co 1`� ' PROPOSED Wool) �\ , Southold, NY 11971 d1` , 631-477-8736 •V STONE DECKLANDING �, 1 `0"' •�s y� kdcarchitecture.com V V� 100 r� X F� 'ram BRICK 76 PATIO 76 s ST `96, LP wIN .>� r9° 5„w O E•.>, 00 cPTzt '„o Q 3 1 14 .�6x '`''7 410'41 ; 1076 0 �o x Rao-Thomas L 1 C; 616 Residence S o , 1 �� 4 -n I I 60 1O 11 r ,,,-jo,54% Z 1725 King Street �� Orient NY 11957 19 , SCTM# (1000-26-2-43.4) 4i�` I i I ( Site Plan SCALE:As Noted 'y 1 Site Plan 1 Scale: 1/16' = 1'-0" A-001 © 2024 KdC Architecture All Rights Reserved GIRDERAS SPECIFIED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAAS PER NYS RESIDENTIAL CODE R 301.2.1 FOUNDATION NOTES: Issue Date: Set: THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO 6/12/24 Building Permit / - B ULTIMATE ICE SHIELD UNDERLAYMENT THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. LOCKING PER MANUFACTURES i SPEC. GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS 1.ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. JOISTAS SPECIFIED 2.ALL REBAR ASTM A-615 GRADE 60. METAL HANGER PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 3.FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE ` MANUFACTURES SPEC. INSTALLED A MINIMUM OF T BELOW GRADE UNLESS INDICATED OTHERWISE. 4.REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3" BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH Typical Joist Hanger WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. 1 Not To Scale LIGHT WOOD-FRAME WALL 5.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED 6.ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. PLYWOOD OPENINGS 7.THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS -- RAFTER PROTECTION;THICKNESS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. DEPENDS ON WINDOW OPENING 8.THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING (1)SIMPSON H2A STRAP PER -� WIDTH(I) EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING ABEARING RAFTER w/(12)8d COMMON NAILS CAPACITY OF LESS THAN 2 TONS PER SQUARE FOOT. -- WALL PLATES 9. INSTALL ISOLATION JOINTS ALONG FOUNDATION EREO , ••', • WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. q� 5'( -- STUD WALL NOTE: IN LIEU OF SCREWS, 10. INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. (1)CShp18 METAL i LUGS WITH NUTS AND WASHERS STRAP PER STUD w/ ' (1)CShp18 METAL STRAP PER (9)8D MAY BE USED COMMON 11.FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR(FRAMING. 1P n Rafter/Plate/Stud Connection STUD w/(9)8D COMMON NAILS PER END * s 2 NAILS PER 10"END LENGTH 12,BACKFILLALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE Not To Scale • SEE MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. N� DETAIL • A 13,UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 �� 4802 OQ- REBAR DOWELS. OF NEW SUGGESTED UNDERPINNING PROCEDURES: ANCHOR BOLTS w/0.229"x3"x3" A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. WALL STUD I BEARING PLATES, - (TYR) B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. 3"No.8 SCREWS 12"O.C. INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE Z CONC,WALL FRAMING \-WASHER(TYP.) AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS Drawing Legend: a NECESSARY. u�iWall To Be Removed - FLOOR JOIST w `-1/2"PLYWOOD D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. Wall To Remain J O E)INSTALLA KEY WAY BETWEEN SECTIONS.ALLOW 7 DAYS CURING. New Wall --_ GLASS F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. New Foundation Wall --ANCHOR BOLT, -______- Lines Above WALL STUD 4'O.C.(TYPICAL), First Floor & Sill Anchors ��(�` G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE 12"FROM CORNERS 9 PLASTIC-COATED MOVEMENTAND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENTAND/OR CRACKS ARE NOTED. ____________ Lines Below (1)CS18 METAL /°• w/0.229"x3"x3" Not To Scale PERMANENT WOOD - - - - _ STRAP PER STUD w/ BEARING PLATES,(TYP.) SCREW ANCHORS 13.DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR - Guidelines ° THREE FEET FROM NEW WALL. (9)8D COMMON - - - (9)8D PER END ° GLASS- �'I�ILS '---1/2" -- Fence 1/2"PLYWOOD S Door Tag FRAMING 3 Stud Straps @ Second Floor Box -- _- _____ 101 Window Tag Not To Scale FRAMING NOTES: Header & Post Tie Downs WASHER(TYP.) 7 � THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO�E BROUGHT Q � Section X, Not To Scale Sheet A-XXX 2 1/2 TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. � �--3"No.8 SCREWS 12"O.C. '�MIN. xx � Detail Tag Nall Sizes DETAILA-TYPI CAL ATTACH M ENT OF WOOD FRAMING Joint Description Nail Spacing PLYWOOD OPENINGS PROTECTION TO _ _ _ � p (common nails U_.O.N._ P 9 WOOD-FRAME BUILDING 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: - - --- -- FB=900 PSI BEAM (2)1/2"DIA. ROOF FRAMING 18 FV=_ x Elevation Tag 0 PSI THROUGH-BOLTS ---- FC PERP=625 PSI w/WASHERS Rafter to Top Plate(Toe-nailed) 3-8d per rafter ALTERNATE TO 120 MPH CERTIFIED E=1,600,000 PSI x r - - Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist WINDOW INSTALLATION: PLYWOOD PANEL x Axxx x � Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Interior Elevation Tag 4' 4' WINDOW AND DOOR PROTECTION FOR FB=2,900 PSI DECK POST--- 5 1/2" Ceiling Joist Laps over Partitions(Face-nailed) 4- 16d each lap FV=290 PSI x 4 MIN. 1 '-0"I 4'-0" TYP. TYP. Collar Tie to Rafter(Face-nailed) 2-8d per tie WOOD FRAMED BUILDINGS Blocking to Rafter(Toe-nailed) I 2-8d each end FC PERP 750 PSI E=2,000,000 PSI Rim Board to Rafter(End-nailed) 2- 16d each end -- � � � 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: 3 2 3 3 2 3 --- WALL FRAMING FB=2,800 PSI Top Plate to Top Plate(Face-nailed) 2- 16d 1 per foot FV=290 PSI FC PERP=740 PSI --POST BASE Top Plates at Intersections(Face-nailed) 4- 16d joints-each side E=2,100,000 PSI CONC.PIER Stud to Stud (Face-nailed) 2- 16d 24"o.c. Header to Header(Face-nailed) 16d 16"o.c. along edges 4.ALL 3, POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: FB= 0 FB= 00 PSI FV=300 PSI a Top or Bottom Plate to Stud(End-nailed) 2- 16d per 2x4 stud FC PERP=850 PSI o ° 2 1 2 2 1 2 2- 16d per 2x6 stud E=2,100,000 PSI Kramer+deConciliis d ° 2- 16d per 2x8 stud 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. ARCHITECTURE 1,2 Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2- 16d per foot 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILEDIB OOTED IN (Face-nailed) 1 ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Deck Beam/Post -- --- - - 2x4 BLOCKING AT PANEL EDGES 260 Hortons Lane, 4 7.ALL STRAPS,CONNECTORS, PLATES, BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. Not To Scale FLOOR FRAMING P.O. Box 1600 DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED 3 2 3 3 2 3 d Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE Southold, NY 11971 Bridging to Joist(Toe-nailed) 2-8d each end MANUFACTURER'S SPECIFICATIONS. Blocking to Joist(Toe-nailed) 2-8d each end WALL STUDS,SEE PLAN 631-477-8736 Gable Roof Plan: 7 to 45 degrees Blocking to Sill or Top Plate (Toe-nailed) 3- 16d each block 8.ALL FLOOR SHEATHING IS TO BE 3/4 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING kdcarchitecture.com 4, OF 48/24.FLOOR SHEATHING SHALL BE GLUED&NAILED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12 "O.C.FIELD). CShp18 METAL Ledger Strip to Beam (Face-nailed) 3-16d each joist . -- STRAPS w/(9)8DJoist on Ledger to Beam (Toe-nailed) 3-8d per joist 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIIT SUPPORT 41-O TYP. SPACING INDICATED,EXPOSURE DURABILITY 1,TWO SPAN MINIUMUM. - COMMON NAILS PER Band Joist to Joist(End-nailed) 3- 16d per joist 10"END LENGTH Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d 1 per foot PANEL EDGE FASTENING, 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED RAFTER 3 2 2 3 ya 8d COMMON NAILS AT Yoc (PER DETAIL 10) ROOF SHEATHING BLOCKING Structural Panels 8d SEE NAILING SCHEDULEPANEL INTERMEDIATE FASTENING, 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8d COMMON NAILS AT 6"oc 8'. -- RIDGE BEAM % Diagonal Board Sheathing WALL SHEATHING,SEE PLAN, 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. Rao-Thomas 1"x 6"or 1"x 8" 2-8d per support LONG DIRECTION PERP. 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. 1"x 10"or wider 3-8d per support FRAMING,ENDS STAGGERED ED --- - 14.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. Residence 2 1 1 2 Rafter Straps CEILING SHEATHING _ 15.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. 5 Not To Scale 1725 King Street Gypsum Wallboard 5d 7"edge/ 10"field 16.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. Orient NY 11957 WALL SHEATHING _ FOUNDATIONS 17.ALL POSTS AINC UD NG SOLID BND COLUMNS ILOCKINNGRIN FLOORSPACES.S AND BEAMS ALL BEAR CONTINUOUSLY TO CONCRETE SCTM# (1000-26-2-43.4) -- WOOD BEAM - Structural Panels 8d (See detail 10/Ao02) Typical Wall Sheathing Layout & Fastening 18.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE.3 2 2 3 >- Fiberboard Panels 10 I- Not To Scale 7/16 6d 3"edge/6 field 19.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. • • ---- STEEL PLATE Gable Roof Plan:0 to 7 degrees 25/32" 8d 3"edge/6"field 20.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED Gypsum Wallboard 5d 7"edge/10"field FASTENER. ------- STEEL COLUMN Hardboard gd (see table 3.9) Particleboard Panels 8d (see table 3.9) PROJECT INFORMATION STEEL Diagonal Board Sheathing Code Sheet ROOF SHEATHING NAILING SCHEDULE 1"x 6"or 1"x 8" 2-8d per support 1. ALL STEEL IS TO BEASTM SPECIFICATION A-36 1"x 10"or wider 3-8d per support SCTM# 1000-26-2-43.4 Zone 1 Zone 2 Zone 3 - ---- -- ---- -------- ---- 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. FLOOR SHEATHING PROPERTY 1725 King Street 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. ----- STEEL FIELD 6"O.C. 4"O.C. 3"O.C. Structural Panels ADDRESS Orient, NY 11957 'I 1"or less 8d 6"edge/12"field 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE PLANS. I I STEEL PLATE EDGE 6"O.C. 4"O.C. 3"O.C. greater than 1" 10d 6"edge/6"field f I Diagonal Board Sheathing ZONING R-80 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND OVER ALL COLUMN ' " --- - SUPPORTS. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO 1"x 6"or 1"x 8" 2-8d per support , CONCRETE PIER "FASTENING BUILDING HEIGHT ALLOWABLE - 35 f°e ; ° - - -- SCHEDULE FOR STRUCTURAL MEMBERS"-NEW PORK 1"x 10"or wider 3-8d per support , ,� 6. ALL WELDED CONNECTIONS ARE TO BE DONE BYA CERTIFIED WELDER AND CONFORM TO AWS AND AISC SCALE:As Noted n :. ' . a A STATE CODE BOOK. ACTUAL- 23-7 STANDARDS. a . , 7.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. •° � ° 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is ENERGY CODE COMPLIES WITH 2O18 IECC nailed 3"on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall be doubled, or alternate connectors,such as shear plates ,shall be used to maintain the load 8.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. 6 Porch Beam/Column Anchor 8 Simplified Roof Sheathing Nailing Schedule path. p 9 9 LOT SIZE 40,005 sf Not To Scale Not To Scale A-002 LOT COVERAGE Allowable Lot Coverage - 20% (8,102 sf) Proposed Lot Coverage - 6.47% (2,588 sf) © 2024 KdC Architecture All Rights Reserved I Issue Date: Set: WINDOW TYPE) 6/12/24 Building Permit ROUGH OPENING NO. QUANTITY MANUFACTURER TYPE GLASS FINISH RO Width RO Height EGRESS REMARKS A 7 Andersen 400 Series Woodwright Double Hung Low-E/Low-E4, Clear White Int. & Ext. 2'10 1/8" 514 7/8" YES New & Replace Exist. B 5 Andersen 400 Series Woodwri ht Double Hung Low-E/Low-E4, Clear White Int. & Ext. 2'10 1/8" 410 7/8" NO Replace Exist. C 1 Andersen 400 Series Custom Low-E/Low-E4, Clear White Int. & Ext. 317 1/2" 2'10 1/2" NO Replace Exist. Direct Mull: 2 Double Hun D 1 Andersen 400 Series Custom Low-E/Low-E4, Clear White Int. & Ext. 57 1/2" 4'2 1/2" NO Replace Exist. Direct Mull: 2 Double Hun E 2 Andersen 400 Series Custom Low-E/Low-E4, Clear White Int. & Ext. 8'6 1/2" 5'4 7/8" YES New. Direct Mull: 3 Double Hun F 1 Andersen 400 Series Custom Low-E/Low-E4, Clear White Int. & Ext. 516" 216" NO New. Direct Mull: 2 Awning G 1 Andersen 400 Series Custom Low-E/Low-E4 Clear White Int. & Ext. 813" 2'6" NO New. Direct Mull: 3 Awning H 1 Andersen 400 Series Custom Low-E/Low-E4, Clear White Int. & Ext. 510" 3'3" NO Replace Exist. Direct Mull: 2 Double Hun J 1 Andersen 400 Series Custom Low-E/Low-E4, Clear White Int. & Ext. 5'0" 47" NO Replace Exist. Direct Mull: 2 Double Hun s�EREoq K 1 Andersen 400 Series Custom Low-E/Low-E4, Clear White Int. & Ext. 5:8111 4,7;; NO Replace Exist. Direct Mull: 2 Double Hun ��,GaY� K,���y L 1 Andersen 400 Series Fixed Glass Low-E/Low-E4, Clear White Int. & Ext. 2 0 2 0 NO Replace Exist. WINDOW NOTES: A WINDOW SCHEDULE - ALL FIXED UNITS TO BE SASH SET TYP., UNLESS NOTED OTHERWISE ��`O�'802 �o�`�' - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER NEw - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING - R.O. OF MULLED WINDOW UNITS T.B.D. - LOW-E4 GLAZING, TYP. - EXTERIOR FINISH: WHITE - INTERIOR FINISH: WHITE Drawing Legend: - MUNTIN LAYOUT- 2 OVER 2 (GRILLE TYPE: FULL DIVIDED LITE, GRILLE PROFILE: CHAMFER) _ _ _ _ _ _ ; Wall To Be Removed - WINDOW PROFILE: TRADITIONAL Wall To Remain - DOUBLE HUNG HARDWARE: STANDARD LOCK & KEEPER, WHITE FINISH New Wall -AWNING HARDWARE: TRADITIONAL FOLDING, WHITE FINISH New Foundation Wall - TRUSCENE SCREENS AT ALL OPERABLE WINDOWS, UNLESS NOTED OTHERWISE -______- Lines Above - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS ------------ Lines Below — — — — — Guidelines — — — —- Fence S Door Tag 1�1 Window Tag EXTERR"Jok S L LEAF SIZE ShetettA XXX NO. QUANTITY MANUFACTURER TYPE FINISH GLASS Leaf Width Leaf Height Thickness REMARKS Detail Tag 1 1 Simpson Doors #36802 Swing Primed to bepainted) 1/4 Lite Glass, 2 Lites SDL 3'0" 618" 1 3/4" New Elevation Tag 2 1 Andersen #102 Stria htline Glass Panel Swing White Int. & Ext. Full Lite Glass, 6 Lites 3'0" 6'8" 1 3/4" New 3 1 Andersen 400 Series Slidin White Int. & Ext. Full Lite Glass, 6 Lites j4'10" 6'8" 1 3/4" Re lace Exist. x 4 1 Andersen 400 Series Iswing lWhite Int. & Ext. IFull Lite Glass 6 Lites 3'0" 618" 1 3/4" 1 Replace Exist. x Axxx x Interior Elevation Tag x EXTERIOR DOOR NOTES: 2 EXTERIOR DOOR SCHEDULE - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER - CONTRACTOR TO VERIFY R.O. ON DOOR QUOTE PRIOR TO FRAMING - LOW-E4 GLAZING, TYP. - SLIDING DOOR HARDWARE: ANDERSEN NEWBURY, OIL RUBBED BRONZE FINISH - SWING DOOR HARDWARE: ANDERSEN NEWBURY, OIL RUBBED BRONZE FINISH - EXTERIOR FINISH: WHITE - INTERIOR FINISH: WHITE Kramer+de0mciliis - GRILLE TYPE (ANDERSEN DOORS): FULL DIVIDED LITE ARCHITECTURE - ENTRY DOOR HARDWARE: EMTEK JEFFERSON MORTISE ENTRY SET, OIL RUBBED BRONZE FINISH - FRONT SCREEN DOOR: THE COMBINATION DOOR COMPANY, MAHOGANY ULTRA-VU (PRIMED) - BACK SCREEN DOOR (AT DOOR 4): EXISTING TO REMAIN IF POSSIBLE. P.O. Box 1600 Lane, - BACK SCREEN DOOR (AT DOOR 2): ANDERSEN 10-SERIES FULLVIEW RETRACTABLE (WHITE), W/ Southold, NY 11971 TRADITIONAL HARDWARE (OIL RUBBED BRONZE) 631-477-8736 - SCREEN DOOR HARDWARE: MORTISE SCREEN DOOR LATCH SET, OIL RUBBED BRONZE FINISH kdcarchitecture.com - TRUSCENE SCREENS AT ALL SLIDING DOORS, UNLESS NOTED OTHERWISE - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS INTER"AlOR- D"' OOR Rao-Thomas LEAF SIZE Residence NO. QUANTITY MANUFACTURER TYPE FINISH LOCKSET Leaf Width Leaf Height Thickness REMARKS 1725 King Street Orient NY 11957 101 1 Cased Opening 3'0" 618" 0" SCTM# (1000-26-2-43.4) 102 1 Cased Opening 7'0" 6'8" 0" Trim/Casing Detail TBD in Field w/ Architect 103 1 Cased Opening 218" 618" 0" 104 1 Simpson Doors #66 Pocket Solid Core, 6-Panel Primed Pocket Pivac 2'4" 6'8" 1 3/4" 105 1 Simpson Doors #66 Swing Solid Core, 6-Panel, Primed Dummy w/ Ball Catch 216" 6'8" 1 3/4" 106 1 Simpson Doors #66 Swing Solid Core, 6-Panel, Primed Dummy w/ Ball Catch 216" 618" 1 3/4" 107 1 Simpson Doors #66 Swing Solid Core 6-Panel Primed Dummy w/ Ball Catch 216" 618" 1 3/4" 108 1 Simpson Doors #66 Swing Solid Core, 6-Panel, Primed Pivacy 218" 618" 1 3/4" Window & Door 109 1 Simpson Doors #66 SwingSolid Core, 6-Panel, Primed Pivac 216" 6'8" 1 3/4" Schedule 110 1 Simpson Doors #66 SwingSolid Core 6-Panel Primed Pivac 2'6" 6'8" 1 3/4" 111 1 Simpson Doors #66 Pocket Solid Core, 6-Panel, Primed Pocket Pivacy i2110"' 161811 1 3/4" 3 INTERIOR DOOR SCHEDULE INTERIOR DOOR NOTES: - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER - DOOR PROFILE: OVOLO STICKING, PANEL TYPE: 3/8" FLAT PANEL SCALE:As Noted - NEW DOOR HARDWARE AT ALL INTERIOR DOORS INCLUDING SECOND FLOOR (EXCLUDING BASEMENT) - HARDWARE (SEE SCHDULE FOR LOCKSET TYPE) 1 . SWING DOORS: EMTEK LOWEL (GLASS) KNOB W/ SQUARE ROSETTE, IN OIL RUBBED BRONZE FINNSH, OIL RUBBED BRONZE HINGES, TYP. 2. POCKET DOORS: EMTEK NARROW MODERN RECTANGULAR POCKET DOOR MORTISE LOCK, OIL ® _0 0 3 RUBBED BRONZE FINISH , 3. DOOR STOPS AT SWING DOORS (NOT FOR CLOSET DOORS): EMTEK CYLINDER FLOOR BUMPER DOOR STOP, 2 1/2", OIL RUBBED BRONZE FINISH - SADDLES: REFER TO PROJECT NOTES © 2024 KdC Architecture - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS All Rights Reserved I I 2 2 Issue Date: Set: A-300 A-300 6/12/24 Building Permit C.L. DOOR & WINDOW ABOVE 26'-4" I E.Q. E.Q. E.Q. E.Q. - - - ------ -- -NEW HANDRAIL,IITYR AS PER NYS CODE. I � 1 10 � 101 I � 1 I � 1 0, ii-- I© _ PROPOSEDI ' 1 1- 11 - - 3 1/2 � '6 /4 3 1 2' I 03 / , I I ENTRY PORCH -j - I N I I I O 1 I , w I t 0 I I � I ti �• I I I I I I I I I IL- ii =0 _ I I c+�EX STING STOOP TO m-- BE DEMOLISHED ENTRY Q I I I " I i \S ER ED R YL K Cy Ryy V FLOOR FfN. Lu z >` mO I I I 11 M A 1 0 o A . A I � III I I I I � I I I'O! �-1 I I x �-I 1 1 I EXISTING C.L. DOOR ��F ?4802200 AMP L -A Q� ELEC.PANEL UP ` II & OPNG. A OF NEW�O I� W II REMOVE EXIST. Up EXIST. CELLAR _ __p TILE, REFINISH w 2'-1 1/2' � 1/2" ---- UL LISTED VENTED GAS • II WOOD FLOORING _N _ FIREPLACE PER NYS NOISE -II w - - CODE BIIB II v --- c+) o O O O O I -�I - w C.L. Drawing Legend: LIVING , ---FIREPLACE LL M &WALL [ _ ' ' - - = i Wall To Be Removed -J Q Wall To Remain o --- 2 J -- A-300 New Wall �` II REFINISH EXIST. "� New Foundation Wall ---�I EXISTING O WOOD FLOORING --EXISTING MANTEL -------- Lines Above EXISTING NEW II WASHER/DRYER UTILITY WELL TANK r——— SINK &FILTRATION TO REMAIN w WINDOW HOSErB Lines Below EXISTINGU U -- / 'I &TUB„ BIB A-600 ----------- O A -------•- Guidelines DN NEW FRAMED OPNG0 . 7_glOg 5 1/2 5-0 3 1/2 7-2 1/2 WASTE LINE W.H. �� ---- - -- - - ----yy - - - -- Fence L ----- -= ---- V.I.F. SIZE Door Tag 102JIL LO -J - ---- -----------------------------------� i O - 1 - 101 WindowTa ------ -_ L. DRESSER B. ( 9 O.I I I I �HOWE�I w I "' I I 1�', � O 1 I I I. - I � I � UP I ALIGN NEW PATIO EDG I I - I OR IN Z = Q� x- { W/ EXISTING WALL (F3) I �`� 1 (C��.' --1 Section X, Sheet A-XXX I O NEW CRAWL SPACE I - s W.I•C• III II c�l C.L. II I r T FLOOR A - -WINDOW X Detail Ta I I --NEW HANDRAIL, TYP. I I I' �� I I AS PER NYS CODE. I bRIMARY BATH j ,� L 9 { I C.L. _ FIN.(F1) — - FLOOR FIN.(F3) ib & ROOM r l I r'- H+»+-�-- I'' i1,1 1 { IWINI E DININGx EXIST.WINDOW { I& ROOM - 6 VANITY JI, Ili 111111 u EXISTING OPENING TO BE USED I EXISTING DECK TO - - - /I 4 l x Elevation Tag A.H. AS ACCESS FOR NEW I co BE DEMOLISHED I `--REFINISH EXIST. - I I l I x - CRAWL AS PER CODE I WOOD FLOORING - I - - -� -I1 --N - ED.CAB 6D.CAB 10 I o - - !_ 1 ~{' �—� Interior Elevation Tag CHAS I A00 S nrE�IIED_ N -- -- O x Axxx x I'l I ------- 4'-10" 31/2" 7'-41/2" E.Q. E.Q. 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( *; _ _ _ _ _ _ �- -)- - 106 I I 107 _ - Ioil VI ��G ----J -- ALIGN NEW PATIO EDGE W/ - l _ --- I - OI ILwEN''IBRoonn ' c� c� I �� �a� �n01� -7 FACE OF EXISTING SCREEN I \ _ - PANTRY COAT - N _ ICE►" (�� 260 Hortons Lane, "'Al O !P— ' l --- - _I - L-- -_- - -- - - Southold,1600 PORCH FOUNDATION - ,-_ - y „� ._ „ P v oEllO� I �4-10 1/4 2 $ 2-11 1/4 - ------ - 17-� �3�� N 11971 631-477-8736 31/2" 31/2" 31/2" A f HOSEkdcarchitecture.com L 21'-1 1/2" B I B NEW SCREEN EXIST. CELLAR 2 PORCH DOOR 1 A-300 O WINDOW A-300 �\ \ & ROOM X \ UNEXCAVATED FOUNDATION J i - �\ SCREE NED KITCHEN 4'-0" Rao-Thomas / I H CATHEDRAL CEILING EXIST. BILCO O -- - NEW Residence D R 9 ly \ -SHOWER- 1725 King Street K I ® I ® Orient NY 11957 NEW SCREEN--� _ .- - SCTM# (1000-26-2-43.4) PORCH DOOR z NEW HANDRAIL, TYP. m �AS PER NYS CODE. ul L/ NEW HANDRAIL,TYR 1 _ AS PER NYS CODE.. { - I I EXIST. 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I I SCALE:As Noted 1 I I I I I I I I I I I I I I 'I I I I I I I I I NEW SINGLE-SIDED NEW WOOD DECK EXISTING BILCOJ NEW BEDROOM I I ; ; I I I I EXISTING BILCO NEW BEDROOM NEW SHINGLEJ NEW COVERED PORCH ; OUTDOOR SHOWER EXTENSION TO REMAIN ADDITION -- TO REMAIN ADDITION I ; CLAD CHIMNEY & ENTRY ADDITION ENCLOSURE ----- ( ) North-East Elevation North-West Elevation A-200 3 Scale: 1/4" = 1'-0" 4 Scale: 1/4" = 1'-0" • © 2024 KdC Architecture All Rights Reserved I Issue Date: Set: 6/12/24 Building Permit $ A Fit L 1 1 i IIT-,t i ilrI-,' ­Ij 1 It F TT 117-Tt T I 'T F�jjl 1-1-1, TI-F 1­[j !Lt'! l !I I I LI Ll 1� 11 it IIII, L Ill [1;-­1 1� n t It I I 1 1 11 ! !J i I I l[[ Fri _U jj F It- [7 Li� I T l T-T-T T- J t iLd 1[1�11 :l' F T 1 1 11W- t,-- l�� '�I I IF 1 Jr, 'II T T I I I 111-1 1 t ItIl 1 L-Ld F--L t t-j ti -i jl� fl ilj ILL 11 n711 I�l 1 �1,1 1,1��l-it it I- - -I ­ T j I i Ji I IF J 1 1 1 1, , -1 11 -TIT-I I I Tl' 4 -_FF 1,-1 t Ir 1, -1 I I 111 1[J 11- 1 L Ll t I I ' I -FIT 11- 117 - ­it, -�ij,I- LJ i� I I Tj Tt ' I ,r I , I ! FL F I F'A !'�l 11!�T- It t T' -j- F F I I L L 'I T I -LT I TYR ROOF CONSTRUCTION: AT ADDITION T fill 1 AH,li'll, jy� I 1'LI,a1!II,lIIlrll,i�l �LLr T r [],H F �i L JI. (REF PROJECT NOTES& STRUCTURAL DRAWINGS) T I F1 Tr 'i-T F FT 5/8"APA RATED PLYWOOD SHEATHING I-T 4 1, Lfl, J],1 DI Ti I I I ] I I I I l, " . I i ` - 11 1 5 ROOF RAFTERS (SEE STRUCTURAL) (W/C.C. SPRAY FOAM j! 1 1 1 ILL 1 1 T7-11 T I T.O. Roof Ridge (VIF) IjL Ti T t]- I , I T 1 1 j-L j i j- I�il I i 1 1! 1' L v INSULATION R-49) �F 6 1 RUCTURAL RIDGE EXITSING ROOF TO 11-1' tF--1 Llj j 1111LI-lT 5/8" PAINTED GWB Ft F-1,[--�, - REMAIN j­ -F j 4 4" SLAB REF.STRUCTURAL j ­jr ATTIC I N, N 7 N N -A i 7TTT7717 W/i W1.4XW1.4 WWM FOR HEADER SIZING 11' 7 -T-F-, �T I' I ,ti I CATHEDRAL CEILING .Tr 802 'I-T11 -I , i- IQ 1AI Op IL NEW lj t TYPICAL WALL CONSTRUCTI (AT ADDITION) — --------- — Lj 1 1 1 1,— t (REF. PROJECT NOTES & STRUCTURAL DRAWINGS) t I L I L -FT T.O._1st Flo litl- ill �T .: 0 1st Floor Plate ­jj - SHINGLE SIDING 8'-1 10, - DRAINAGE PLANE 9II! IIII 7 j Ij WEATHER BARRIER • GRADE -T q EW FLUS LL' 1.5"ZIP INSULATED SHEATHING (R-6.6) L HDR;REF., . ' IL I Li: MUD PRIMARY 2X6 WOOD STUDS I MINERAL WOOL INSULATION R-23) GRANULAR SOIL Fi� STRUCT. 5/8" PAINTED GWB Ul-Ali it-IF ],-U I t ., BEDROOM Drawing Legend: 5� zt I iT I][- Wall To Be Removed LIL: TH Wall To Remain (2)#4 REBAR, HORIZONTAL F11 TYPICAL FIRST FL. DECK CONSTRUCTION: (AT ADDITION) IF 7-f j!I Y (REF PROJEC T NO TES& S TRUC TURAL DRA WINGS) hi -ll,ll 'i'l I I I it—I New Wall 4 j 01 j 3/4"WOOD FLOORING III: 8" P.C. WA New Foundation Wall ----11 Oil I JQ1iSTSA N I N V� NEW JOt�$TS EXIST. Julb 16 1 FLOOR JOISTS (SEE STRUCTURAL)W/ MINERAL WOOL 3/4"APA RATED "SUB FLOOR" T.O. Subfloor(VIF) -——————- Lines Above --#4 AT Ill O.C., VERTICAL k —= ,-- - -- \11 I � 1. . I INSULATION -------- RAWL 0 1 NEW Lines Below —-—-—- Guidelines q r4 I Fence LL: T EXIST. , EXIST. ' TYPICAL FOUNDATION WALL CONSTRUCTION: X w Footing-CELLAR: B.O. Crawl t' (REF PROJECT NOTES& STRUCTURAL DRAWINGS) 7777-77- 7III III CELLAR 'H STUCCO FINISH @ ADDITION (ABOVE GRADE), COLOR T.B.S. DoorTag V, 4- G 6 1/4 1 1/2" DRAINABLE RIGID INSULATION ILL (BELOW GRADE) (R-12) Window Tag BITUMINOUS WATERPROOF LAYER POURED CONCRETE FOUNDATION WALL 5 F0 GRA vl� WlIl Section X, 3 P.C. Flu �AS PER, QI3D Sheet A-XXX --=----W/(3)#4REBAR Detail Tag TYPICAL CRAWL SLAB CONSTRUCTION: (AT ADDITION), Elevation Tag (REF PROJECT NOTES & STRUCTURAL DRAWINGS) -4" POURED CONCRETE SLAB Stem Wall & Footing Detail Section @Addition -6 ML POLY VAPOR RETARDER x 4 Scale: 1" V-0" 3 Scale: 1/4" V-0" -2" RIGID INSULATION (25 PSI MIN. COMP. STRENGTH)i x <� x Interior Elevation Tag -8" MIN. CRUSHED STONE DRAINAGE LAYER SET ON UNDISTURBED EXIST. SUBGRADE x if ]Kramer,deConclihis ]JW All '11, F ARCHITECTURE 7- L 260 Hortons Lane, J� LT P.O. Box 1600 , , it It ]. Ili TI J, i!, 14, f. I Southold, NY 11971 j j 631-477-8736 i L kdcarchitecture.com TRUCTURAL RI IT REF.STRUCTURAL j, RIDGE, 71 f [T LT, ALL -I it 07E Fool 't,l- I it �1 il, JD ! 1 T.O. Roof Ridge I L i�] — --- — — — — — — — - - -7[l! it [ It L 1 j 44- t U,jjL- 1,ii, Fll�­I,li-� ,l Ili hl Lil 1-� i�I -�il, T Tj ,-, — f I I I T I It �TL I Ty 1 ]p T I t 1 1 J. i 4 1�! I L! 11 11 1�7 J I Ll I I 11��,'11'UIL-Tj i-'1 1 , ! I t[ �I ill 0 if'�iq 1112 -j- 11 I Ti F`jjj- NEW ROOF RAFTERS& 7'ri'-f I I--i['I--, 1 Iii -Tt LL 'i t­, TYR ROOF CONSTRUCTION: I I T CEILING JOISTS,REF. T 12 I"T 1 STRUCTURAL FOR SIZING 4 r— 115 177 it L (REF PROJECT NOTES & STRUCTURAL DRAWINGS) til k till 11 , jlljl ­F �I I"1,H i F I F I�4[ j-ij 11111 ATTIC 1 1: ��l �d 0 1 ill I ki H LI Ti lL,--LIl -jil It 1,Li -ASPHALT SHINGLES ON UNDERLAYMENT LI 4 J-!,L ­1 i - [: I I I I -Thomas I -t Ti Ly- 11 i —� it Rao t IL, 11_' J I-, I t � F 5/8"APA RATED PLYWOOD SHEATHING J. 7 1 T- 11 , 1j F F­�� H ROOF RAFTERS (SEE STRUCTURAL) (W/C.C. SPRAY FOAM HU 11 LF }i' LF il t—` T i- EXIST.JOISTS t 7 —\T.O. 1 st Floor Plate (VIF) INSULATION R-49) Residence 5/8" PAI NTED GWB p •NEW GIRDER,REF. TI II T Orient NY 11957 STRUCTURAL it 0 0 0 J­ i Ij T- PORCH ENTRY . .PRIMARY :,.,: PRIMARY < lit SCTM# (1000-26-2-43.4) BATHROOM L IT BEDR OOM it ,I L--t Fit, t i,-1 L-LiA 1, 1 LLjdJ I L t!- L; I Fit FF J, 1 �� I T , . . , ;1, 1 ,1 1 i'­111i TYPICAL WALL CONSTRUCTION: (AT ADDITION) 1 it 1 T L L I PROJECT NOTES& STRUCTURAL DRAWINGS) Prt 4-it SHINGLE SIDING Lill IF DRAINAGE PLANE L 11.1. Ili L: I L I I T-11 I jj WEATHER BARRIER L-E�-E I--- JL " I :I I 11 1 1 J.A I I W -1 - 11 �H� 6 1, r I T.O. Subfloor(VIF) &W - — !1--i-� - ,4414 REF.STRUCTURAL— 4�4 1.5"ZIP INSULATED SHEATHING (R-6.6) E EXIST. JOISTS NEW JOISTS �j I I I I I ! III �1[1'li I"-q I oil eti it FOR SIZING XIST,JOIST Illu IT] 5/8" PAINTED GWB NE CRAWL s T CD Building Sections S lil 11 1 111 1111 ill M ill I 1 11 SONOTUB FOOTING EXIS CELLAR (REF PROJECT NOTES& STRUCTURAL DRAWINGS) B.O. Crawl Fo�ting I ------ i 7= -STUCCO FINISH ADDITION (ABOVE GRADE), COLOR T.B.S. = 4-6 1/4" �tl - 1 1/2" DRAINABLE RIGID INSULATION 7­. EXIST. TO- _�RA CELLAR CP (BELOW GRADE) (R-12) BITUMINOUS WATERPROOF LAYER —GRADE NEW SLAB ON ADE POURED CONCRETE FOUNDATION WALL 7 Hill SCALE:As Noted LIT TYPICAL CRAWL SLAB CONSTRUCTION: AT ADDITION) (REF PROJECT NOTES & STRUCTURAL DRAWINGS) CONCRETE SLAB -6 ML POLY VAPOR RETARDER =hl -2" RIGID INSULATION (25 PSI MIN. COMP. STRENGTH)(R-10) -8" MIN. CRUSHED STONE DRAINAGE LAYER SET ON UNDISTURBED EXIST. SUBGRADE A-300 2 Section 0) Ent ry_ Section @Addition Scale: 1/4" V-0" Scale: 1/4" V-01' 7L 'I'T @ 2024 KdC Architecture All Rights Reserved 1 Issue Date: Set: 5/29/24 Building Permit �� EREOq WOOD G 9,Y L ENTRY PORCH * n EXISTING \ F'�F 4802 200 AMP cn NEW ELEC. PANEL U) UP CD O e---- zn UP U) O e X O \ w u_ X - EX!STINaL3)2X6 DROP GIRDER LIVING Drawing Legend: G Wall To Be Removed �T Wall To Remain II � , li EXISTING New Wall EXISTING CELLAR WELL TANK(DNew Foundation Wall -- I WASHER& DRYER FILTRAT ON — ________ Lines Above ------------ Lines Below EXISTING DN --------- Guidelines -I W.H. - - - -- WASTE U U Fence_ LINE ✓ 1------- ----- r X o� Door Tag -- ---- 101 Window Tag UP x- Section X, Sheet A-XXX 4� I EXISTING i � I x r� 3X6 FLOOR JOISTS I I j I Detail Tag WOOD I IL DINING DE x - M Elevation Tag XISTIN A.H. j x -t— w -- -- x Axx x x � � Interior Elevation T� a 9 I I O C� x O 0 - - P X ~ U CV) i (DO Cg z x o l Y,, \ BEDROOM #1 k w —I LL v XISTIN00 D.H. w I c; _ o .. - \\ Kramer+deConcillls ARCHITECTURE i BATH #1 - -_ I \ o UP - - --- - 260 Hortons Lane, P.O. Box 1600 ---E- ------ 1 Southold, NY 11971 K K7 X -_ I 631-477-8736 kdcarchitecture.com •X Ll CELLAR - 1 Ii i i II o i I UNEXCAVATED FOUNDATION SCREENED KITCHEN Rao-Thomas PORCH F - - i_ Residence �� 1725 King Street Orient NY 11957 SCTM# (1000-26-2-43.4) L7 Eli -- --— - WOOD DECKExisting Foundation & First - Floor Plan SCALE:As Noted Existing Foundation Plan_ 1 Existing First Floor Plan EX- 1 01 Scale: Scale: 1/4" = 1'-0" © 2024 KdC Architecture All Rights Reserved I Issue Date: Set: 5/29/24 Building Permit aRL cy� ;A 4. -- IPA � 802 Op I N E W BEDROOM #2 BEDROOM #3 I Drawing Legend: end: - - - - - - � Wall To Be Removed Wall To Remain -- New Wall New Foundation Wall r t -------- Lines Above -------- Lines Below li_ I — — — — —DN � Guidelines I, i BATH #2 — — —- Fence �I 10t i Door Tag a 9 _ o , O1 1 i 0 Window Tag i Section X Sheet A-XXX x r Detail Tag `v x xx Elevation Tag x x _ Interior Elevation Ta OAXXX X x i I I I i i i Kramer,d n lh I eCo c is " ARCHITECTURE U E I 260 H rtonLane,o s I P.O. Box 1600 Southold NY 11971 631-477- 7 8 36 i kdcarchitecture.com 4 ' i I Rao-Thomas Residence i ' I 1725 Kin Street _ g I Ori ent ent NY 11957 S TM - - -C # 1000 26 2 43.4 Existing Second Floor & Roof Plan SCALE:As Noted 2 Existing Second Floor Plan 3 Existing Roof Plan Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" EX- 102 © 2024 KdC Architecture All Rights Reserved 2 2 Issue Date: Set: A-300 A-300 6/12/24 Building Permit C.L. DOORII& WINDOI) ABOVE 26'-4" 12" DIA. SONOTUBE SET ON ---(1) 2X8 EACH SIDE OF POST W/ .. E.Q. -- E.Q. E.Q. E.Q. UNDISTURBED SOIL,TYP. 2 1/2 M.B. @ EACH COLUMN -FROST WALLS 4X4 POSTS W/SIMPSON ABW44Z - _- _ P. POST BASE + SIMPSON LPC4Z - -NEW R NDRAIL,'T . POST CAP j AS PER NYS CODE. I (1)2X8 \ -i- \ t \ (1) 2X8 \ \ / (3)2X6 GIRDER PROPOSED ! S 3 1/2' =6'-0 3/4" III 3 1/2" .. -� ENTRY POR H III C 2X4 16 O.C. STUD WALL += . �-,-! ; I O cn .. ao W/1 1/2"ZIP (R-6),TYP. � V - ao J Vol N EW 8 P.C. STEMWALL W/ xl u' c i � N ', I � I I � I 32X8 ' wli I I � I � O � �D ARCHi M c� 8X16 P.C. I O I 2 #4 REBAR& �; � � I � I I I > I 12X6 LEDGER W/2 10D NAILS � F ,..I ----- O ENTRY/ @16 O.C., TYP. y1. F,Q I►a O - - FTG. W/ 3 #4 REBAR N ° io .. X I NEW P.C. i -. I 2X8 LEDGER W/2-10D NAILS @ I FLooR�iN. z ; N N I SLA ON / 16 O.C. I (F2) w Yp uJ m M I w'AI A , . a I I li _ I� I (3)2X8- - - EXISTINGU C.L. DOO II 200 AMP NEW 3 O.D. PIPE COL. O & OPNG. III qTF OF N� ELEC PANEL COLUMNS At UP II �J 2"X2"X10" P.C. FTG. \ _ II - REMOVE EXIST. -1 1/2 EXIST. CELLAR - -K 1/2" �P � O �' - II F - UL LISTED VENTED GAS - \ \ ~ WOOD FLOORING iv FIREPLACE PER NYS ---a; --- -- �Q. -- ---- - ---NEW 8" P.C. STEMWALL W/ HOSE II Z w CODE E.Q. E.Q. E.Q. I --- M • O �- _ I (2)#4 REBAR R&8X16 P.C. I --- - l -JI w _ il C.L. Drawing Legend: EXI T G 3 2X ; DR P GIRDER II Q O FTG.W/ 3 #4 REBAR ! F---e• --�' 'T I —� LIVING w \ � , ) , FIREPLACE - - - - - - -il I • m I M II, &WALL - - - - - - Wall To Be Removed r I I X -J - M 2 II I X � � -_--__� , I N� 1 Wall To Remain w \ A-300 New Wall EXTG. PURLIN AT-:' " A-300 I -� III REFINISH EXIST. �"' New Foundation Wall NEW 3X6 F.J.- M M 1-0—RAISE DEFLECTED F.J. \ — WOOD FLOORING EXISTING MANTEL C.L. _------_ Lines Above 'I 11 I X X O - - #4 REBAR DOWELS @ 2" O.C. ` w TO REMAIN WINDOW HOSE B ------------ Lines Below �— TUB BIB A-600 G I w z ! Till CONNALL FLUSH 18" LONG -6" EMBED. ROUT SOLID. DN NEW FRAMED OPNG. 7-8 2, 5 1/2 5'-0 3 1/2 7&21/2" ---2X6 @ 16" O.C. STUD ...... - - Guidelines W.H. - - - - �, - - � / -- - � I WALL W/1 '1/2"ZIP ----------- Fence � !EXISTING f ( J� ' - - - - ' --- - �/ - - -- - -- --- - / WASTE LINE I V.I.F. SIZE (R-6), TYP. ----- ® O DoorTag 1 2 #4 REBAR&8X16 P.C. r-- --J L -- I`- ----�- �O EXIST. FRAMING EXIST. FRAM/6 DRESSER B.O. ' - (3 2X8_;_ 101 Window Tag -- ------ --------------- ISHOWER - ____ _, NEW 8" P.C. STEMWALL W/ A, -. - I - - - I K � - TUB ABOVE FTG. W/(3)#4 REBAR PATIO EDG 1�1 (:. tj UB i I 1 ALIGN NEW PA FLOOR FIN. x �#4 REBAR DOWELS @ EXIST. DUTCH WALL--- O \ 1111 s Section X, 12" O.C. 18" LONG -6" -' I W/EXISTING WALL EXIST. F AMING A� (F3) -p v • �' _ `_ _ I O W.I.C. O ! Sheet A-XXX FOUNDATIONS EXISTING O ; ,�Q - N C.L. EMBED. GROUT SOLID. 3X6 FLOOR JOISTS 4 " O.C. NEW CRAWL SPACE _ NEW HANDRAIL, TYP. I J ./ PRIMARY BATH ? r° -- WINDOW x Detail Tag NEW P.C. SLAB ON �1, FLOOR xx @ oo GRADE J o AS PER NYS CODE. IWINCILDOW E - /NGFIN'(F1) FLOOR FIN.(F3) oEo & ROOM MNEW 8" P.C. STEMWALL WI N ,� I I DI 6'VANITY N o ! x O EXIST.il.1- NDOW I I& ROOM iri ( —" w TECO F.J.TO EXIST. Oo m --;. - -_ - Elevation Tag 2 #4 REBAR&8X16 P.C. `d FTG.W/(3)#4 REBAR EXISTING OPENING TO USED z BOX BEAM I I ,A.H. I I REFINI H EXIST. i I AS ACCESS F R NEW r� N x CRAWLAS PE CODE I O 3) 1X8. I I - (3) X8 WOODLE OORING ( N „ 3 2X8 I I •i c1 0 x w GIRDER I I ® o� _ _ - O x Interior Elevation Tag \ I I C7 As NEEDED I IN 2 11 1/4" LVL RIDGE I - 1� NEW P.C. SLAB FOR00 x STONE PATIO U �___-___ 4-10 3 _ wiD - - 'JIM--- PRIMARY---- -- y I POPOSED o ------ III W I =' p I RAISED STONE d __ FLOOR o LID BEDRO®I`�I X C) -� I WDR FIN.(F2) `- I N Z EXIST. CELLAR I PATIO ( I �_ CATHEDRAL CEILING I cS I ~ FLOOR FIN. -�!- LDRY I O X C.L. I - X ACCESS FOR NEW CRAWL ---Cl) 0 o I �\ I� �' (4 105, �, -- — -- --- i- -� M-1 K� - WINDOW ry Z I W — ' I I & ROAM 0 AS PER NYS CODE X > I 3'-5' • k O N I ' SLOPED J 111 FLooR y O O = I ® I d I 3 3 C.L. DOOR I _ FLOOR X LI FIN.(Fz) , - - `� d C.L. DOOR oR I o . .. -- - IxIDSHNO w I " w - 0 A-300 - - & HALL 2 �T II I { - - k��l - '� DOORS '-J & HALL Fw.l'(F1) I xA-300 Kramer+deConcilils �- X z A 30 NEW HANDRAIL, TYP. 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