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49926-Z
SUFFOtxColl Town of Southold 7/9/2024 P.O.Box 1179 a <, 0 o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45341 Date: 7/9/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1930 Sigsbee Rd,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-1-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/6/2023 pursuant to which Building Permit No. 49926 dated 10/20/2023 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 covered front porch,rear deck entry,window replacements and kitchen renovation,to existing single family dwelling as applied for per ZBA#7794,dated 7/20/2023 and De Minimus approval dated 10/12/2023. The certificate is issued to Carey,Patrick&Valerie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49926 6/10/2024 PLUMBERS CERTIFICATION DATED th rizV ignature o�SVFFot�co TOWN OF SOUTHOLD BUILDING DEPARTMENT y r TOWN CLERK'S OFFICE . +� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49926 Date: 10/20/2023 Permission is hereby granted to: Carey, Patrick 9 Devonshire Dr New Hyde Park, NY 11040 To: Deck additions to an existing single-family dwelling as applied for per ZBA ap proval. Amended (5-8-24) to include window replacements as applied for. At premises located at: 1930 Sigsbee Rd, Laurel SCTM # 473889 Sec/Block/Lot# 144.-1-14 Pursuant to application dated 10/6/2023 and approved by the Building Inspector. To expire on 4/20/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $326.50 CO-ADDITION TO DWELLING $100.00 ELECTRIC $100.00 Total: $526.50 Building Inspector o��OE SOU��QI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �► • �o sean.devline_town.Southold.ny.us' Southold,NY 1 1 97 1-0959 Q�yCOUff N '�� BUILDING DEPARTMENT TOWN.OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: - Patrick Carey Address: 1930 Sigsbee Rd city:Laurel st: NY zip: 11948 Building Permit#: 49926 Section: 144 Block: 1 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Stied) Electric License No: 45017ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 2 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures $ CO Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches $ 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, DW, Micro/ Hood, Oven (2) 120ARC Breakers Notes: " AS BUILT NO VISUAL DEFECTS " Front Porch & Kitchen Renovation , Smoke Detection Inspector Signature: Date: June 10, 2024 S.Devlin-Cert Electrical Compliance Form hod*OF SOGIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: _ DATE Y INSPECTOR ho�aOF S00lyo� Ll l to # F SOUTHOLD BUILDING.DEPT. TOWN O 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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 �j]--RENTAL REMARKS: Sete u ic,e gcclr dveA sP k�4 C-^ r) A c� o P C^ JV A r�,n I A OOL MA7 (ZA DATE ANSPECTOR OF SOGIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 lNSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] �IATIOWCAULKING [ ] 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: qzA/w DATE INSPECTOR �o�aOE 50U1 l lQ 12 if Iq � � * .TOWN OF SOUTHOLD BUILDI D RT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ . ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ -] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] -FIRE-RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: c(o 14 c> (-? 106�ar lov-1n 0 DATE A INSPECTOR �p ' f v V V h M ,e JUN 1 i1 9024 ✓✓ s A IRT. R 1DTN C,DEPT, TO' � � V V M JUN 1 0 2024 v V ` O M V l` �1 JUN 1 0 2024 21ep r � ll BUII:p TIFT - rep; r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) ------------------------------------- con FOUNDATION (2ND) Z ROUGH FRAMING& s-3 PLUMBING INSULATION PER N.Y. -3 STATE ENERGY CODE ICA/ f FINAL ADDITIONAL COMMENTS �a\?-S Li b—D Lf 03 S c IL-0 E l eca _0�_/©_(�. 0 z -------------------------- TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1 1 97 1-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hrins://www.southoldtownnv. ov Date Received APPLICATION FOR BUILDING PERMIT 1 A` For Office Use Only , "0-0-a3 l (� / - NOV 7 ' PERMIT NO. ,`7 q"1'ato Building Inspe o - 6 2022 "di'µ .��t�;� - "%`a-' _ .-s;�:„:'`':`•e�'' — �• Applicaiioris=apd forms'mu�sETti :#111ed4oiiC"in'tliair'ent3�e 600itr I`te applicatiotisawillhot,beacceptd 111%eiite;#li" A „lien't 1s`''no' ,tife:ow er` a -Owner's Auhttriza#ionornt�Pagp'2)`3ha11� j , ,hb�;cotnp�etei� ; �'S= r,- +3;r�i�:;t:�,��", 'S'��;.P�, `;,c-,;� ri•.t, z:'��� :,.��:t •�4. Date:October 20th,2022 ^:�'-, ':trims x';.*�-'- '„k'*' -::"!;_ "•i.� -Stw.T�:,-, -- - - - _ '<.' < ` •« <. :.` --.t:.•. ...� _ - S�; i£Y.;fir,.`;�u r,... _ + '.S-r ,2a,td.��..t1r.•.a,a.<'-..any,»,:,....-..r - - S�' r�'OWN - ER - O .E - p _J 't•a Name;PatrlCk Carey_ sCTM#s000-1�44.-1-14 Project Address:1930 Sigsbee-_Road,_Mattituck NY 11952 Phone#: T (516� 414-7901 _ _ _ __ -_-.. Ema�lcarey,pcoptonline.net Mailing Address:9 Devonshire Drive, New Hyde Park,NY 11040 �f z RSON: .Q+-w n''{" ^Sid:' .,•y.,,', - •,.-air r.`c.+ �+ - - ."?.f;` - ..GFi z.�:� ��'�. ^�.0. :?• - �.v -n,i.-.F.. .S:.:i Sx:. Name:Jake+LaChapelle AIA Mailing Address:P.O. -Box 1251 Manituck NY 11952 Phone#' 6) 251-5058 __ Email: ake lachapellearchitecture.com �I•r`DES -`P GN RO `r FE SI fig - >dr.,c•-:-:.,. Jr.Ai3:AF.`��:'�'r.°-1i.am+ .rry'. 1= `.r-'i• - �. 3•.�c� 4�51'irllc•.:r�a�,m �i.ay-'.� o¢'•:>�s 5'�' - _ _ Name:Jake LaChapelle AIA Mailing Address:P.O. Box 1251 Mattituck, NY 11952 _ Phone#:(646 '25 � _ Email:• � - -�----�-••_-__._ .__.�..,,.__ ._._ w.._.- . -- )-_51-_058 -_ __- lakei�lach_a ellearchitecture com _ '..:�a•^.�''.N�j,�,�v"�2�-F:F d�4 ON.T CTO N��.FO RT -O- N•`>�.✓1..'�.TiN... -_ .,.;.d_•-:. '•.'Y.--'�4,r+"`:'=:::3,..'.$h•'.`�,,vt.s a.Y�.'d_•ll'.i�YP;F..':wt.•_+r�'}et_"rt✓h'.:.i:._ �t�a,t<y..- '_- ♦'n Name:tbd _ Mailing Address: ........._.__-._...Phone#: _ _ Email: - '-r•� z:;is - .�.s' -.,,xvf•...� �1m mP ''fiY• z.`� =DEj •�. k SCR P�IT Iv OP • E ;'S .CO ST IZ`N CTI , t-•eri.Zd' '4. - �•ry "�dNew Structur Y dition B ItieFe>ien ORepai ® mplition Estimated Cost of Pr �. oject: $ will the lot_be re-graded? ❑Yes @No _ Will excess fill be removed from premises? OYes @No :`s4.•.��.<s � ! • 1NFORMAYION . . `..,` �" t+'.rc._... -- _ .:.y. .ln..l,k:..nY- Ai Ts:�AL '�.t......lq.e�•`• •' - ..N> Lli Existing use of property:single-family res.� Intended use of property:no change Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 Residential Low Density this property? ❑Yes RNo IF YES,PROVIDE A COPY. ®Chefk$OX Aftrsr Reading Thl orlriiei%oractorjdesi rofessionaiis`, ble° ab: : f 7 - En:Pp. . . fo1 dr+titajealidston»whaesacplor)dadby diapter236oftb®Town Code;°APPLICAfiOMIS HEREB11MgDEtothe'Buildirig,Depattmentfortfiei of a SufktlnBPennnpurwairftot e8r y�8one;" Ordinanceofthe`Townof,southold,01oktourtty,'NewllorkandoeherappMable,laws oMinanoesorReaubtlo ,for ecor onot}�viTdtnjq additions,aKeratloris;or for removal oi.diolltion as`hereln desgibed;7fie apptham agrees m oaiiply+rllfi aA appble Liw�;�dk ,yr�dyK s K .,, hqusing cbde.and regulations and tgadmtt'authorized lnspectoi oi►;premises.and•fn 6 hdlog({)for nsoessarylnspegione False ta��aitsmadeh ,`' ...,> ipunishable as a Clan balemeanora:,pursuant to Section 210.45 of the`New York Stateftfia f taw Application Submitted By(print name):Ja LaChapelle ®Authorized Agent Oowner Signature of Applicant: Date: Oct.20th,2022 STATE OF NEW YORK) CONNIE D.BUNCH SS: Notary Public,State of New York COUNTY OF.Suffolk ) No.01 BU6185050 Qualified in Suffolk County Jake LaChapelle Commission Expires April 14,2 QaN being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me,this ►(� 1 day of _ y� �►'�' .20—Al Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Patrick Carey residing at do hereby authorize Jake LaChapelle to apply on my behalf to the Town of Southold Building Department for approval as described herein. Oct. 20th, 2022 Owner's Signature Date Patrick Carey Print Owner's Name 2 J u� F�K�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT s� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ca x oy�o` Telephone (631) 765-1802 Fax (631) 765-9502 httl2s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT DISAPPROVAL J i r Office Use Only ,,,1 ' 1 PERMIT NO. Building Inspector: ? `- MAY 1 4 2021 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an ';71 ` ''Y z71 Owner's Authorization form(Page 2 shall be completed.' ' Date: OWNER( OF PROPERTY: Name: �_.._._GG�C�.�. -__.__-----____.._ SCTM# 1000, �eC k,^I�"'__._ � -\� -._._�-�� Project Address, 1 Phone#: _ t l Email: Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#: 6 Email: a DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: `— Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Strructure ❑Addition ❑Alteration ❑Repair ❑Demolitio Estimated Cost of Project: 'Other V%e \oL. ` UPS kQt00C,.CXD Will the lot be re-graded? ❑Yes(No v Will excess fill be removed from premises? ❑Yes KNo 1 PROPERTY INFORMATION Existing use of property: � �� �cl`� Intended use of property Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(prin me): ` 1 ` LJAuthorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 1)oATRv> Luc A s being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the kq '4,o— (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of l 20 Notary Public MARYDIANA F09i Notary Pul flc,Dare of Now Yak PROPERTY OWNER AUTHORIZATION wo's2- 2 Ouslnfied In Suffolk co+mt)I , (Where the applicant is not the owner) C°U°lssl0^E*=AuG'311,90 I, Pd���f'��. r.-COXI-Q-sl residing at (I IDemo"S`►n%Ve, DC,, /VX� IoLA6 do hereby authorize awcA �--VCaS to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Slgnatur Date Print Owner's N e 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 2, 2021 TO: Edward Lucas (Carey) PO Box 745 Jamesport,NY 11947 Please take notice that your application dated May 14,2021: For permit to: Construct addition to deck and demolish old/build new garage at: Location of property: 1930 Sigsbee Road, Mattituck,NY County Tax Map No. 1000—Section 144 Block 1 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 7,244.20sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124 which states: "lot coverage is limited to 20 W. The site plan shows the proposed lot coverage to be 25.3 %. Aut orized Signature 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:June 2, 2021 RENEWED: September 2,2021 TO: Edward Lucas (Carey) PO Box 745 Jamesport,NY 11947 Please take notice that your application dated May 14, 2021: For permit to: Construct addition to deck and demolish old/build new garage at: Location of property: 1930 Sigsbee Road, Mattituck,NY County Tax Map No. 1000—Section 144 Block 1 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 7,244.20sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124 which states: "lot coverage is limited to 20 %". The site plan shows the proposed lot coverage to be 25.3 %. Authorized Signature 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: June 2, 2021 RENEWED: September 2,2021 RENEWED: November 3,2021 TO: Edward Lucas (Carey) PO Box 745 Jamesport,NY 11947 Please take notice that your application dated May 14, 2021: For permit to: Construct addition to deck and demolish old/build new garage at: Location of property: 1930 Sigsbee Road, Mattituck,NY County Tax Map No. 1000—Section 144 Block 1 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 7,244.20sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124 which states: "lot coverage is limited to 20 %". The site plan shows the proposed lot coverage to be 25.3 %. Authorized Signature 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: January 20, 2023 TO: Jake LaChapelle AIA (Carey) PO Box 1251 Mattituck,NY 11952 Please take notice that your application dated October 20, 2022: For permit to: Construct porch addition and demolish old/build new garage at: Location of property: 1930 Sig_sbee Road, Mattituck,NY County Tax Map No. 1000— Section 144 Block 1 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed construction on this nonconforming 7 244.20sq. ft. parcel in the Residential R-40 is not permitted pursuant to Article XXIII Section 280-124 which states: "lot coverage is limited to 20 %". The site plan and zoning analysis show the proposed lot coverage to be 23.7%. Authorized Signature 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: January 20, 2023 Revised: March-16, 2023 TO: Jake LaChapelle AIA (Carey) PO Box 1251 Mattituck,NY 11952 Please take notice that your application dated October 20, 2022: For permit to: Construct porch addition and demolish old/build new garage at: Location of property: 1930 Sigsbee Road, Mattituck,NY County Tax Map No. 1000—Section 144 Block 1 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 7,244.20sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124 which states: "lot coverage is limited to 20 %". The site plan and zoning analysis show the proposed lot coverage to be 23.9%. This disapproval has been revised to show updated lot coverage calculations based on a corrected survey provided. Aut orized Signature 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. );OARD MEMBERS Southold Town Hall �� �f S11 53095 Main Road • P.O. Box 1179 Leslie Kanes Weisman, Chairperson �® � Patricia Acampora �® ® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert, Jr. � � Town Annex/First Floor Nicholas Planamento � ® � 54375 Main Road(at Youngs Avenue) ® Court Southold,NY 11971 http://southoldtownny.gov E E 0 V E ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 0CT 1 6 2323 October 12, 2023 Tel. (631) 765-1809 Jake LaChapelle, AIA Buffding Department `o-vv,n rab Southold LaChapelle Architecture P.O. Box 1251 Mattituck, NY 11952 Re: De Minimus Request, File #7794 Patrick Carey 1930,Sigsbee Road, Mattituck SCTM No. 1000-144-1-14 Dear Mr. Chapelle; We are in receipt of your correspondence dated October 10, 2023 requesting a de minimus approval related to ZBA determination 97794, dated July 20, 2023, in which an area variance was granted permitting the construction of a porch addition and a new garage. In your letter, you explained that since the original submission, you have modified the design of the back deck in order to improve accessibility which is depicted in a survey prepared by Kenneth Woychuk, LS, last revised October 5, 2023. You explain that the change eliminates the wrap around steps, reduces the size of the deck from 72 sq. ft. to 32 sq. ft., and further reduces the lot coverage from 23.9% to 23.3%. 1 have reviewed your request, and have determined that the changes as depicted are de minimus in nature. Please submit one additional revised survey to our office, and contact our office if you have any further questions or concerns. S' rely, eslie anes eisman, Chairperson cc: Building Department A 2 LIaChapelle Architecture October 10,11,2023 0 C I I 12023 To: Kim Fuentes Board Assistant n Zoning Board of Appeals Town of Southold Re: ZBA #7794,Carey - 1930 Sigsbee Road,Mattituck Tax Lot#1000-144.-1-14 Ms. Fuentes, I am writing to request a de minimis change to the variance granted for the above property.The owners would like to change the back deck to improve accessibility. This change eliminates the side-facing (wrap- around) steps at the rear deck. The rear deck is reduced from 72 SF to 32 SF,and therefore the proposed lot coverage is reduced from 23.9% to 23.3%.The updated survey by is attached.We hope this is acceptable. Please don't hesitate to contact me if you have any questions, or need other materials. Best regards, Jake LaChapelle AIA NCARB LaChapelle Architecture PLLC Attachments: - Updated survey, dated 101512023 - ZBA Determination (#7794), dated 712412023 P.O.Box 1251 �t4iintuck.X1 11952 (046, _251-5U5 jakeLr;i:ichapelicarcluteczre.com v BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson �� Z� s® 53095 Main Road• P.O. Box 1179 / Patricia Acampora � Southold,NY 11971-0959 Office Location: Eric Dantes Robert Lehnert, Jr. .e Town Annex[First Floor �� ® 1�� 54375 Main Road(at Youngs Avenue) Nicholas Planamento Soyit}io1 U�9� i I j i 1. 1 http://southoldtownny.gov U 1 i ii i 2 4 (i ZONING BOARD OF APPEALS o 6 3 iUL 2 A 2023 TOWN OF SOUTHOLD a4 Tel. (631) 765-1809 Southold Town Clerk DINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 209 2023 ZBA FILE: 47794 NAME OF APPLICANT: Patrick Carey PROPERTY LOCATION: 1930 Sigsbee Road, Mattituck, NY SCTM: 1000-144-1-14 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated March 20, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: 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 268. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming 7,244.20 square feet, .17 acre, rectangular- shaped parcel located in the R40 Zoning District measures 50 feet along Sigsbee Road, then runs 144.95 feet along a residentially developed lot to the south,then runs 50 feet along a residentially developed lot to the west,then returns to the roadway 144.81 feet along a residentially developed lot to the north. The subject lot is improved with a one story frame dwelling with attached deck and outdoor shower, a concrete driveway and a single-car accessory garage, as shown on the survey prepared by Kenneth M. Woychuk, Licensed Land Surveyor, and last revised March 7, 2023. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 20, 2023, Amended March 16, 2023 Notice of Disapproval based on an application for a permit to demolish an existing garage, construct a porch addition, and build a new garage at; 1)more than the code permitted maximum lot coverage of 20%; located at 1930 Sigsbee Road, Mattituck, NY. SCTM No. 1000-144-1-14. RELIEF REQUESTED: The applicant requests a variance for alterations and additions to a single-family residence, including the addition of 133 square feet covered front porch, a 72 square feet rear deck and the construction of a new garage measuring 16 feet by 26 feet (416 square feet) that will yield a lot coverage of 23.9% where the code allows a maximum of 20% lot coverage. ADDITIONAL INFORMATION: The applicant provided, as part of their survey, lot calculations illustrating the current lot coverage of 22.7% indicating the existing conditions which include improvements proposed to be removed as part of this application and a tabulation of proposed lot coverage of 23.9% (increase of 1.2%) after the addition of covered front porch, reconfigured rear deck and an enlarged accessory garage with second floor storage space. Page 2, July 20, 2023 97794, Carey SCTM No. 1000-144-1-14 The applicant provided construction drawings including a key, site plan, floor plans, and elevations labeled AI-A13 prepared by Jake Lachapelle, Registered Architect, dated February 26, 2023. The applicant provided the following Certificate of Occupancy for improvements on the parcel: 9Z-17822 dated March 9, 1989 covering a one family residence with accessory one car garage 9Z-18556 dated November 13, 1989 covering an addition to a one family dwelling No member of the public, or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 6, 2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Sigsbee Road neighborhood consists of smaller residences developed in the early 20`h Century on substantially less than code conforming lots,many of which have been updated and expanded to reflect 2151 Century tastes and needs. Based on Board knowledge several homes in the immediate area have been granted similar relief for excessive lot coverage. Open-air front porches are common to older homes in this area(and throughout the Town of Southold) as are rear decks and accessory garages. The existing house will be enhanced by the addition of a front porch and will contribute positively to the streetscape and community character. The demolition of the existing garage and replacement with a new garage with a second-floor storage area, will allow the resident additional storage and the ability to park a car in the modest structure without detrimental consequences. Few area residents or passersby will be able to distinguish the relief requested. 2. Town Law $267-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 applicant's lot is severely encumbered by its small size. Furthermore, the applicant proposes to reduce in size and rebuild the existing rear deck as part of their application in order to enhance their residence (and the streetscape) with a front porch in an attempt to maintain existing lot coverage, while constructing a new functional garage to better accommodate current needs. 3. Town Law �267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 1.2% over the existing lot coverage of 22.7%, or 3.9% overall relief from the code. 1n addition, other immediate properties on Sigsbee Road and the surrounding area have received similar relief in order to accommodate similar improvements as part of updating their residence to accommodate modern needs. 4. Town Law V67-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(S). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Codc was in effect and it is presumed that the applicant had actual ur cou�t►uctive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of excessive lot coverage of 23.9% where the code allows a maximum of 20% to accommodate the addition of a covered front porch, rear deck and new two-story garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3, July 20, 2023 47794, Carey SCTM No. 1000-144-1-14 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Planamento, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the construction drawings including a key, site plan, floor plans, and elevations labeled A 1-A 13 prepared by Jake Lachapelle, Registered Architect, dated February 26, 2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The front porch is to remain unenclosed, without the benefit of screening or windows of any kind and is to remain unheated and unconditioned. 2. The rear deck cannot be enclosed, roofed over or conditioned in anyway. 3. The accessory garage is not to contain any plumbing other than a single hose spigot for water and only basic electrical for lighting. At no time is the accessory garage to be used for anything other than as a garage for the storage of a car or other common and related items. 4. The second floor of the garage structure is to remain accessible via the proposed exterior stairs ONLY and / is not to be insulated or finished in anyway and shall not be conditioned with any heat or cooling source, nor shall it be used for habitation, as an office or workspace or any purpose other than storage and shall remain unconditioned non-habitable space. 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 Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,siteplan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current dr future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action_ TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not Page 4, July 20, 2023 #7794, Carey SCTM No. 1000-144-1-14 to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora and Lehnert(5-0). Leslie Kanes Weisman, Chairperson Approved for filing �/ �/2023 i BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 1 Town Hall Annex- 54375 Main Road - PO Box 1179 �' Southold, New York 11971-0959 �1jp'C Telephone (631) 765-1802 - FAX (631) 765-9502 ia mesh a-southoldtownny.gov— seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 Company Name: es;A C_ Electrician's Name: c J W c License No.: yi,�g - 4�.!;-6 17 Elec. email: Elec. Phone No: e_3 �3a ja ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: �- t_c�('� Address: d Cross Street: , Phone No.: 44 3 BIdg.Permit#: C2N 01ar. email: }V,,ps�-Ie� o-o`,c,o Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUJE FOOTAGE'(Please Print Clearly): J Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Final Do you need a Temp Certificate?: F YES NO Issued On Temp Information: (All information required) Service-Size 1-11 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y MN Additional Information: {{�� ((�� E Ut1 E Q W E PAYMENT DUE WITH APPLICATION l O p FEB - 2 2024 i "Lowra D;Southold �msf Fat/( � BUILDING DEPARTMENT- Electrical Inspector ,5��4 Gym TOWN OF SOUTHOLD N� =` Town Hall Annex--54375 Main Road - PO Box 1179 o ^ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ameshc@.southoldtownny.gov — seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 Company Name: (F\"Z c Electrician's Name: �,J Sv�e License No.: yi'� - Lj/s 17 Elec. email: Elec. Phone No: (:�3 ❑I request an email copy of Certificate of Compliance Elec. Address.: ` JOB SITE INFORMATION (All Information Required) Name: Address: d Cross Street: Phone No.: �j�3�;t� A? \ Bldg.Permit#: P �_ email: j4 ,e ��\.512 c-o. Tax Map District: 000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQU ' E FOOTAGE (Please Print Clearly): J Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES NO []Rough In Final Do you need a Temp Certificate?: ❑ YES [Z"NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: np PAYMENT DUE WITH APPLICATION ; s l p '� L F E B - 2024 v� ay p� C / 0V,S& PERMIT# Address: Switches Outlets 1 f GFI's CA.� I l I Surface Sconces ( I , r H H's UC Lts Fridge I HW POOL Panel Fans � 11 Mini Fr. W/D Pump Exhaust Oven ,0j Sump Heater D Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro �-Jccd I GrbDis Lights Heat Pucks ERV HOT TUB SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments LaChapelle Architecture Zoning Review 1930 Sigsbee Road Mattituck,NY 11952 Tax lot SCTM#-1000-144.-1-14 This single-family residence is in an R-40"Low-Density Residential District(One Acre Minimum)"according to the zoning map,and is regulated under Article IV of the Town of Southold zoning. 280-18 Bulk,Area and Parking Regulations 280 Attachments 1 and 3 description required(single famiW proposed determination Minimum lot area NA(town water) 7,244.2 SF complies Min.lot width 150 ft 50 ft existing non-complying Min.lot depth 175 ft 144.95 ft existing non-complying Min.front yard 50 ft 40.5 ft existing non-complying Min. side yard 15 ft 15.1 ft complies Min.both side yards 35 ft 27.9 ft existing non-complying Min.rear yard 50 ft 53.1 ft complies Max.height 35 ft <20 ft complies Number of stories 2.5 1 complies As a non-conforming lot(as established above)we look to 280-124 Nonconforming lots for adjusted minimums.For lots of less than 20,000 SF: Min. front yard 35 ft 40.5 ft complies Min. side yard 10 ft 42.5' complies Min.both side yards 25 ft 27.9 ft complies Min.rear yard 30 ft 53.1 ft complies Max.lot coverage 20% 22.7%exist* existing non- complying Lot Coverage Calculation: House 1,132 SF no change Proposed Front Deck 133 SF Proposed Rear Deck 48 SF (not excluded per definitions) Proposed accessory building—garage 404 SF Proposed Total 1,717 SF Max.lot coverage 20% 23.7%proposed non-comp E D Variance needed for lot coverage. i P.O.Box 1251,Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitectur `Pc8 9�C. V39 �OQ� N E`N LaChapelle Architecture 280-19 Accessory buildings. Accessory buildings shall be subject to the same requirements as 280-15 of the Agricultural-Conservation District. 280-15 Accessory buildings. In the Agricultural-Conservation District and I-vw-Density Residential R-80,R-120, R-200 and R 400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rearyard... For lots less than 10,000 SF: An accessory building under 18 feet tall requires a 3 foot side a rear yard setback. An accessory building under 20 feet tall requires a 5 foot side and rear yard setback. An accessory building under 22 feet tall requires a 10 foot side and rear yard setback. As presently designed the proposed garage is 19.5 ft,requiring a 5 foot side and rear yard setback. To take advantage of a 3 foot setback the garage needs to be less than 18 feet tall. Variance not needed for side and rear yard if new building stays under 18'. Data noted with an asterisk*are taken from 2014 survey by Kenneth Woychuk. References: ' Southold Zoning. hM2s://ecode360.com/5162178 Zoning Map: hqp://ny southold2.giycglus.com/DocurnentCenter/View/1148/Zoningl?bidld= Tag Map: https://tos.maps.arcgis.com/apes/Solutions/s2.htm1?appid=lb4d461 a4ebc440bal9d25e98eb3fa90 RED A LACY <� n s 30 P.O.Box 1251,Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.co��F pF N 39 .(O� 6FIT Ln C� LaChapelle Architecture M Ay 9 2024 May 8th, 2024 AMENDMENT - � mom= Town of Southold Building Department Town Hall Annex Building N6 -Fcc, 54375 Route 25 Southold,NY 11971 Re:Request for Amendment to permit#49926,SCTM#1000-144--1-14 To whom it concerns, I would like to request an amendment to the permit referenced above for work at 1930 Sigsbee Road, Mattituck.The additional scope consists of replacement of three twin double hung windows with Andersen 400-series model CW245 twin casement window.These windows exceed clear opening requirements for Emergency Escape and Rescue Openings under R310. Qty Loc description RO U-factor SHGC 1 Living/dining mulled twin casement 57"x 53 5/16" 0.28 0.32 1 Bedroom 1 mulled twin casement 57"x 53 5/16" 0.28 0.32 1 Bedroom 2 mulled twin casement 57"x 53 5/16" 0.28 0.32 To the best of my knowledge the work proposed herein is compliant with all applicable laws and regulations. Please don't hesitate to contact me with questions. Thank you A H 0 03395':-4" OF N Jake LaChapelle AIA NCARB P.O.Box 1251 'Mattituck,NY 11952 (646) 251-5058 j,,ikeCa,)I,,ichipeUcarcl-Litecti-ire.com S.C.T.M. NO. DISTRICT: 1000 SECTION: 144 BLOCK: 1 LOT(S): 14 LOT 38 EXISTING II 22.1'x12.1' DECK I _ �C FCEE TO BE DEMOLISHED N690`�`2 00'- ' 144,81 9 PIPE 0.4'N 4' CHAINLINK FENCE 6' STOCKADE FENCE 0.6'N PIPE .P w DRY WELL U 6 0x3'DEEP PROPOSED N w PROPOSED 5.5' WOOD STOOP ev/steps , OUTDOOR COVERED PORCH W.M. O J f� I 72 s.f. �� SHOWER w ®a z 53.1' -- o ® LOT 39 �_ ... 3 _ I ti z ® � SEPT1Ct 1""STY. FRM.: =: ; ". o ov O ® pal CL EXISTING L——— FRAME GARAGE `%;�%T�' '% 4' CHAINUNK 20.2'x12.2' CONC. DRIV AY _� TO BE DEMOLISHED Cn a.CL�� C NC. DRIV AY CONC. DRIVEWAY ¢¢ PROPOSED GARAGE W12NO FLR STORAGE ® 9 99 4' STOCKADE ALONG LINE 4����' rp. 1sx2s 2.s s 2.6's S692260 3' SIDEYARD & REAR YARD OFFSET GARAGE EXISTING 07 A LOT 40 CONC. WALK/stoop oo � � { , TO BE DEMOUSHED � DRAINAGE CALCULATION PROP. GARAGE= 404 SQ.FT. p ° C0vjC AY BLVD 404 x 0.166= 67cf THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL (1) 6'DIA x 3' DEEP DRYWELL= 67cf PROVIDED LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS EXISTING LOT COVERAGE AREA:7,244.20 SQ.FT. or 0.17 ACRES ELEVA77ON DATUM: _HOUSE: 1132 S.F. UNAU7NORlZED ALTERATION OR ADDl170N TO THIS SURVEY IS A V10LA170N OF SECTION 7209 OF THE NEW YORK STATE EDUCA110N LAW. COPIES OF 774/S SURVEY EXIST. GARAGE: 247 S.F. MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.. GUARANTEES INDICATED HEREON SHALL RUN EXIST. DECK: 268 S.F. c ONLY TO THE PERSON.FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS77TU77ON, GUARANTEES ARE NOT TRANSFERABLE. TOTAL EXISTING: 1647 S.F. or 22.7% 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 077-IER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC-7VRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY PROPOSED LOT COVERAGE SURVEY OF: LOT 39 CERTIFIED TO: PATRICK CAREY_ ; HOUSE: 1 132 S.F. MAP OF:AMENDED MAP OF PROPERTY OF VALERIE CAREY; PROP. GARAGE: 404 S.F. MATTITUCK PARK PROPERTIES, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY; PROP. COVERED PORCH: 122 S.F. FILED: JANUARY 12, 1926 AS #801 SANTANDER BANK, NA; PROP. REAR STOOP W/STEPS: 72 S.F. REVISED 03-07-23 SITUATED AT: MATTITUCK TOTAL PROPOSED: 1730 S.F. or 23.9% REVISED 02-08-23REVISED 01 -16-23 TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, P - REVISED 1 1 —20-2 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 ADD PROP. GARAGE/DECK 04-25-21 FILE 14_03 '. ' ` PHONE (631)296-1588 FAX (631) 298-1588 sCALE: 1 =20 DATE: JAN. 9, 2014 N.Y.S. LISC. No. 050882 mWntaining the records of Robert J. Henueaey & 'denneth M. doyehuk S:C.T,M. NO.. DISTRICT: -1000 SECTION: 144 'BLOCKi 1 LOT($): 14 ii I LOT :38 II pp,FgCE N6RIV22'00:"k. PIPE 0:4'N 4' :CWNL NK.FENCE: 6' STOCKADE FENNCE..O.6'N- 144.8'I1. PIPE LI P v "E1tlS11NG + �. 22.1'xi21'.DECK WIT to. N T0 BE REPLACED' .OUTDOOR aD W:M O H..22.106';DECK SHOWER C.. z ' va. 'otIc c ci. m o I' :z° p tz . d i `STY }RM.,: �. 'o. o _ I :' z. �: o .o' � •DWELLING _ o a- Y tt C . •0' D1N y�T ''1: � I; 'c�:';'. : ';'•i ��: .;'�:';�; ;p�i 930 •.�' c.� ;zo Y: OEM W— EXISTING GATE . FRAIyE GARAGE .,.. T` 40.5' 4' CHAINLINW 202!&2#, f: ;F. o TO BE DEMOLISHED' ;I; to a� 2.0'N :�, CONC. 0_RNEWAY °s2 0.5'E ------ -3:0' PROPOSED:GARAGE �� 4'' STOCKADE ALONG .LINE � C� 15'x23' zs S. 2s,s ' S6.9,022 00 yr 144..95� k"p, 3' SIDEYARD.&:REAR:YARD.OFFSET FRM: GARAGE LOT .40: } ' o0 Cn DRAINAGE CALCULATfO,N PROP;. GARAGE= '3:45: SQ,.FT,, PECo IC BAY ,BLVD. 345: x ;0:166= 58cf THE VXTER-SUPPLY,.;WELLS,', DR.YWELLS AND- CESSPOOL„ . (1) 6'DIA :x 3' DEEP :bRYWELL= 6°7cf' PROVIDED 4OCA710NS.SHOWN;ARE FROMfl. ELO; OBSERVATIDNS i A'ND OR;DATA'OBTAINED FROM=OTHERS: AREA:7 24;°20' SQ:FT. or 0:17 .ACRES VOW DATUM:, - LOT COVERAGE UNA&wORIZ„ 'ALIERA710N;_OR.ADD177ON ;TO'771 S SURVEY IS.A' V10LA710N•'OF-,SEC71ON•7209:0F 7RE NEW'YORK_S7`A71�EDUCA7ION'LAW COPIES OF THIS'SURV�EY MAP,NOT.SS4,PING Wf/ LAND SUR.VEYOR'S::EMBOSSED.SEAL;SHALL NOT BE•CONSIDERED' TO BE A VALID.,TRUE•C0PY. , GUARANTEES:/NDICATED.HEREONf SHALL RUN' H E: 1132 S.F. ONLY.70:TNT';aPERSON'.FOR WHOM .THE SURVEY JS'PREPARED ANW_,ON.HIS BEHALF.To,'THE 71TLt COMPANY.,:GOVERNMENTAL.AGENCY'AND LENDING',INSPIU]TON EXIS : ARAGE: 247 :S:F. USTED;HEREEf .AND.TO :THE ASSIGNEES OF 7HE'LEND/NG'INST17U710N,: GUARANTEES ARE NOT TRANSFERABLE, INE.,OfFSE75f,OR DIMENSIONS SHOWN HEREON.,FROM 7H�'PROPERTY;LINES TO THE.STRUCTURES ARE FOR.A:SPECIFIC.PURPOSE AND'USE :THEREFORE THEY ARE, EXIST. D . 26 S`.F. NOT'INTI=ND i TO MONUMENT THE`PROPFR7Y UAES OR TO GUIDE THE EREC770N;OF FENCES, ADDITIONAL S7RUC7URES OR.AND:OTHER.IMPROVEMENTS. EASEMENTS TOTAL EXISTlN. . 647 S.F. Or 22.7% AND:OR`SU E PREMISES AT INE "ME,+OF SURVEY / D , RFACE 51RU691/RES'RECORDED`.04'UNRECORDED ARE NOT GUARANTEED.,UNLESS PHYSICALLY EVIDENT ON 7H SURVEY OF:; LiOT 39. . 'CERTIFIED TO.! PA TRICK'' CAREY;. HOUSE: 1 1 . S:F. AMENDED MAP OF .PROPERTY OF VALERIE CAREY' PROP,. GA GE: 345 S. MAP. oF: MATTITUCK :BARK PROPERTIES, INC. ' ' '' PROP. CK: 354, S.F. BLED: JANUARY' 12, 1926 AS #801. FIDELITY NATIONAL TITLE. INSURANCE COMPANY; TOT PROPOSED' 1831 S.F. or '2 % SANTANDER; BANK, NA;. SITUATED, AT MATTITUCK Tom OF: SOIUTHOLD' ENNE:M `WOYCHUK LAND SURVEYING;, -PLZC ����� �l Ici t�J SUFFOL•K COUNTY, NEW 'PORK Professional Land Surveying and Design ���''"f��s- P.O. Hun 159 Aquebogge. Taw York 1193i. - SOD PROP. GARAGE/DECK. 04-25-21 PHONE_(891)298- see FX(e61) xe8-1,6e6 FILE # 1.4—Clti� SCALE:.1: =20 DATE: JAN. +9, 2014 "N.YS USC. NO. 050882: m. ufAbs tb® Zieo'& of Robed L ROOMY.I'Ph"th H.Iftyah lie S.C.T.M. NO. DISTRICT: 1000 SECTION: 144 BLOCK: 1 LOT(S): 14 DISAPPROVAL NAL LOT 38 DISAPPRO FC N690 22f®0f9 E U.P PIPE 8:4'N 4' CHAINLINK FENCE 6' STOCKADE FENCE 0.6'N 144.81 f PIPE w D(ISIING w c) 22.1'x12.1' DECK N N O Y w TO BE REPLACED OUTDOOR W.M. ¢ ! Y YdRH 22.1'x16' DECK SHOWER o co ® = 37.1 ( z ® LOT 39 I :.:1 STY. FIRM. •": -': e I DWELLING : ; .cy. z zo � 3.0, DRY WELL i o� 6'Ox3'DEEP\\ I 51.2 40.5' IXISTIfdG :; GATE �z FRAME GARAGE 4' CHAINLINK ¢o 20.2'A2.2' -.: ; - ; ( CONC. DRIVEWA =� TO BE DEMOLISHED 1.= CO�CDRIV�E Q¢ CONC. DRIVEWAY 2.0'N 0.5'E ————— �—3.0' PROPOSED GARAGE ® f ff 4' STOCKADE ALONG LINE 1 4[1a 95 f �.P ` 15x23' 2.6 S FRM. 2.6'S S69 22 �® 3' SIDEYARD & REAR YARD OFFSET I GARAGE LOT 40 U, DRAINAGE CALCULATION S ��� ��V D o PROP. GARAGE= 345 Q.FT. ��C®NIC 345 x 0.166= 58cf THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS (1 ) 6'DIA x 3' DEEP DRYWELL= 67cf PROVIDED AND OR DATA OBTAINED FROM OTHERS. AREA: 7,244.20 SQ.FT. or 0.17 ACRES ELEVA770N DATUM: COPIES OF THIS SURVEY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA170N OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. LOT COVERAGE MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN HOUSE: 1 132 S.F. ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 771ZE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7ITU7I0N, GUARANTEES ARE NOT TRANSFERABLE. EXIST. GARAGE: 247 S.F. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE EXIST. DECK: : 2 S.F. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUEFURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY TOTAL EXISTING: 1647 S.F. or 22.7% SURVEY OF: LOT 39 CERTIFIED TO: PATRICK CAREY; HOUSE: 1 132 S.F. MAP OF:AMENDED MAP OF PROPERTY OF VALERIE CAREY; PROP. GARAGE: 345 S.F. MATTITUCK PARK PROPERTIES, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY; PROP. DECK: 354 S.F. FILED: JANUARY 12, 1926 AS #801 SANTANDER BANK, NA; SITUATED ED AT- MATTITUCK TOTAL PROPOSED: 1831 S.F. or 25.3% TOWN SOUTHOLD �IVIVETI� R� W®YCHUI{ LAND SU�ZVEYII�TG, PI OWN O: COUNTY, NEW YORK 4r Professional Land Surveying and Design P.O. Box 163 Aquebogue, New Yore 11931, - PHONE (631)298-1588 FAX (631) 298-1588 ADD PROP. GARAGE/DECK 04-25-21 FILE # 14-03 SCALE: 1 "=20' DATE: JAN. 9, 2014 N.Y.S. LISC. NO. 050882 fneinraining the records of Robert J. Hennessy & Kenneth M. Woychuk 22'-0" 6' 8 61.811 61.811 0 1I_011 1� oii r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I --------------------- ------------------- ________________ __ __________ ___ _ __ (3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER I I I I I o I io I ' I JIM DEERKOSKI, PE I g I phone: (631) 298-7116 I 12"dia.CONC.PIER X 3'BELOW GRADE (TYPICAL) I _ (3)2Xi0 ACQ GIRDER ZD I u I IP ZDI i o I I u n I a00 I I x I N _ I I o I I (3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER o==---------------o_--__-__-___=____o_-----_----------&-1 PERSPECTIVE VIEW U W � FOUNDATION PLAN Q SCALE: 1/4" = 1'-0" W � � W � w z 01 � V 22'-0" CIOQ� c� 8'-0" 6'-0" 8'-0" ^ G1 (q '01O � CIO ZD PROPOSED DECK o 0 M � 5 4 DECKING 2X8 ACQ DJ @ 16"OC A (3)2X10 ACQ (3)2X10 ACQ GIRDER GIRDER DRAWN BY: JD i i l0 .; CONC. �'3. M 2/21/ZO21 ' .. :.�• PIER :� lD a; 'y A ; SCALE: SEE PLAN 0 - N � SHEET NO: A CROSS SECTION A 1 1 SCALE: 1/4" = 1'-0" '- FLOOR PLAN Z SCALE: 1/4" = 1'-0" O 0,1502 A;�'O/fiSSIONP WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INST4LLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. 4"DIA.MAXIMUM 4"DIA.MAXIMUM POST GIRDER/HEADER 0 CO z � o ZD n m . r z `•' POST/COLUMN sp' I 12"x12"xl2" CONCRETE FOOTING a JIM DEERKOSKI" PE ' � phone: (631) 298-7116 DECK POST FTG.CONNECTION DECK/PORCH RAILING LOCATION1 USP NUMBER I DESCRIPTION APPLICATION STAIR RAILING POST-TO-GIRDEF/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING Al USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING 1-1/2"SPACE MINIMUM HANDRAILS GIRDEV/ R POST GIRDER/HEADER ° BALUSTERS RIM/DECKJOIST POST/COLUMN4 •.;• ° CONCRETE PIER o OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER--[- DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR JAPPLY TO EACH PIER n/ PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST;COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR I APPLY TO EACH PIER I !O FLASHING TUCKED UNDER TOP PIECE OF SIDING AND rr—, LAPPED OVER FIRST CONTIN. W O GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL 2-1/2"DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL(ORGANICS REMOVED) STAIR TREAD LEVEL BASE o o FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN V F+i RIM BOARD o° FACE TUBE ILL AS PER MANUFACTURES'INSTRUCTIONS STRINGER FLOOR FRAMING 2x JOISTS III=III=111= _ _ _ _ _III=—III-= FBI E""� III_III_III-III=III=III_III=III_III-11 O � BLOCKING FOR JOIST HANGER Jt:� Q H POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS L...I LOCATION USP NUMBER DESCRIPTION APPLICATION o' RIM JOIST/BD. J 40 SOLID COLUMN PBS44/PBSE44/Kc44---1 POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED/POOR SOIL O 1� Q STRINGER TO DECK(PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR I� HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCHLEDGER CONNECTION GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB FILACE TUBE L AS PER MANUFACTURES'INSTRUCTIONS III-III III-III=III-III III-III III-11 STRINGER @16• (j THRUOLTS WOOD JOIST JOIST P814 POST G � CONC.PIER FOOTING ANCHOR Va. PIER BIGFOOT SYSTEMS FOOTING FORM c•0 6TREAD GIRDER/HEADER •_q IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN I IX cONC.SLAB 'a WOOD JOIST COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS (AS REQ.) 4:oq GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT `b DECK PIER PRESCRIBED IN THE CODE. 3'-0" a:• CONC. PER PUN THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT y PIER °-q FLUSH JOISTS WITH HEADER/GIRDER ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT �' •�'9� �'•4 ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. -a>• THE PROPER STEEL CONNECTOR. SPLICED JOIST!OVER HEADER/GIRDER IF ABLE.SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION UP NUMBER I DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST DRAWN BY: JD HANDRAIL NOTES: DECK& PORCH NOTES: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE 2/21/2021 All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. GROUN WIND SEISMIC FROST WINTER ICESHIELD NAIL NAIL 1 1 or provided equivalent graspability. All fasteners,hangers and anchors to be galvanized or stainless steel. SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD JOINT DESCRIPTION QTy SPACING NOTES 2. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 1).Type 1.Handrails with circular cross section shall have an ) Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts JOIST TO: PER TOE SCALE: SEE PLAN outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL MODERATE SLIGHT TO than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 20 PSF 130 B SEVERE 3 FT. 11 NONE EACH TOE TO HEAVY MODERATE BRIDGING 2_gd COMMO perimeter dimension of at least 4 inches and not greater TO JOIST END NAIL than 6-1/4 inches with a maximum cross section of 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. BLOCKING dimension of 2-1/4 inches. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall CODE:2020 IRC,2020 NYS UNIFORM FIRE AND BUILDING CODE 2-8d COMMO EACH TOE b 4 below grade. TC JOISTKING TO: END NAIL SHEET N O 2).Type II.Handrails with a perimeter greater than 6-1/4 4)).Deck k joists to have blocking at 8'0 o.c.. BLOC SILL OR TOP PLATE 3-16d COMMO EACH TOE BLOCK NAIL r" ■ inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE ` O F /sides of the profile.The finger recess shall begin with a 5).A minimum of 10 inch Flashing shall be installed between the building and ledger. TO BEAM 3-16d COMMO distance of 3/4 inch measured vertical) from the tallest SOIL COMPACTION: JOIST NAIL �P �9 Y Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts c J Ut~ portion of the profile and achieve a depth of at least 5/16 at 16"o.c. JOIST ON LEDGER PER TOE �7 �' �- 1).CONTRACTOR TO PROVIDE SOIL TESTTO VERIFY EXISTING CONDITIONS.MINIMUM 3000# 3-8d COMMO C inch within 7/8 inch below the widest portion of the CAPACITY. TO BEAM JOIST NAIL profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. r g BAND JOIST PER END 3-16d COMMO " inch to a level that is not less than 1-3/4 inches below the 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL TO JOIST JOIST NAIL ,sd,,r1 tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored CONDITIONS PRIOR TO FILL.REMOVEAND ADD ADDITIONAL FILL AS NEEDED. n-, to lyder s BAND JOIST TO: PER Z handrail above the recess shall be 1-1/4 inches to a S ()• 2-lbd COMMO 3).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR DENSITY PER ASTM D 698 SILL OR TOP PLATE FOOT TOE NAIL t#' _ t maximum.0 2-3/4 inches.Edges shall have a minimum 8).Use Simpson hangers and anchors with Z-MAX tri le protective coating ore equal AND ASTM D 1557. COMPACT THE;OIL AT 12"LIFTS ( O radius of 0.01 inches. P g PP P g q ) (TYPICAL).CONTRACTOR TO HAVE �,p Off? for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL ACINCY FOR COMPACTION. .502 �Or�SS10NP�- CAR EY RECEIVED RESIDENCE MAR 2� 1930 SIGSBEE ROAD MATTITUCK,NY 11952 [Zoning Board of Appeals VARIOUS SITE DATA SUCH AS METES AND BOUNDS AND TRUE NORTH LOT COVERAGE IS REFERENCED FROM 2023 SURVEY BY KENNETH M WOYCHUK LAND SURVEYING, PLLC CIO 0"o N69°22'00" 144.81'E PROJECT LOT LINE NORTH. . _ . . _ . . _ . . _ . . _ . (33.84 E/ / V 6'DIAT DEEP DRYWELL "' z PDECK z EXISTING HIP ROOF TAX MAP NO.1000-144:1-14 A6 o CONSTRUCT NEW DECK ROOF 35' FRONT YARD # ISSUE/REVISION DATE o' ( ( DECK;SEE DWG.A6 SETBACK f1-611 3'-0" 1 .00 FILING SET 03.13.2023 „ „ 1 FRONT LOT LINE: ,53-14 ----2�---------1--- ; S20°38'00"E - ! ! 50.00' o I ! 6'-0" i �. �\ CONSTRUCT NEW APPROX. LOCATION OF o4 f 5'-6"x 22'-1"FRONT o' EXIST)SETTLING RINGS ; ; ' ; C3 I , r 7DECK(PORCH); N i EXISTING SINGLE-FAMILY HOME i 1 DRAWN BY:J.LACHAPELLE Z.. — _ ; i SEE DWG.A5 ! 1 CHECKED BY:J.LACHAPELLE ' \ \ o ------ '--------------- ------ i-- ' --------- -_ , EXTEND ROOFLINE , --- { ! OVER NEW PORCH • � e ; (V CV F ♦ � 1 3'-0" I \ '~ \ ! N ',\I ! ! `♦ 1��� ! NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE 1^ ........ _,_,_ _._,_,_, �,_..., \\ \ �� �.` DEMOLISH EXIST. 26 . r\\ ! STAIR J.— PROVIDE NEW4" CONCRETELaChapelle Architecture PLLC P.O.Box 1251 % �1\ 1 Mattituck,NY 11952 4, :: i _ __ i FOOTPATH (646)251-5058 P.O. i ; ! ------------- '1------------------------�'-------------- --- ' REINFORCED w/ i EXIST.CONC. DRIVEWAY i WOVEN WIRE iFABRIC • � ' l 1 l 1 1 _,_,_,_,_,_,_,_,_,_,_,_._,_,_,_,_,_,_,_ EaED qR ! , _ EXIST.CONC. DRIVEWAY EXIST.CONC.DRIVEWAY \� CHgp iS►� 1 ; i 1 ,---- --------------- --- ------- ------------ S69 22 00'W 144.95 LOT LINE 0 0 C14 c%) O N AB GROUND FLOOR FOOTPRINT OF PROPOSED 2-STORY GARAGE BId`g Dept copy f►om 28A Fimal feviwlled is as DEMOLISH EXISTING 20'-2Z'x 12'-22' aS4 PtIIe 0 SECONDFLOOR 1-STORY GARAGE Date: SITE PLAN LOT SIZE 7,244.2SF LEGEND EXISTING LOT COVERAGE 1,647 SF 22.7% DEMOLISH WALL TRUE PROJECT PROPOSED LOT COVERAGE 1,730 SF NORTH NORTH SHEET N0: OSITE PLAN 23.9D�u 0 NEW WORK (33.84°) A4,00 SCALE: 1" = 10' r SHEET 4 OF 13 CAREY RESIDENCE DRAWING LIST 1930 SIGSBEE ROAD 1930 SIGSBEE ROAD . MATTITUCK,NY 11952 A1.00 DRAWING LIST,ABBREVIATIONS, SYMBOLS, &NOTES A2.00 NOTES&ENERGY CODE COMPLIANCE M ATT I T U C K, NY A3.00 NAILING SCHEDULE&STRAPPING DETAILS oo° o ao 0 4 °q°,o A4.00 SITE PLAN ® ' i, oo 4 %' o° A5.00 GROUND FLOOR PLAN - FRONT DECK TRUE tedty ode SCTM*-1000-144.-1-14 A6.00 GROUND FLOOR PLAN- REAR DECK ® NORTH A7.00 EAST ELEVATION-HOUSE A8.00 GROUND FLOOR PLAN-GARAGE ���� A9.00 SECOND FLOOR PLAN-GARAGE 1 4' ; PROJECT A10.00 NORTH ELEVATION-GARAGE P�,� Pp�ea�5 33.84') A11.00 EAST ELEVATION-GARAGE Al2.00 SOUTH ELEVATION-GARAGE � TAX MAP NO.1000]A4:114 A13.00 WEST ELEVATION-GARAGE 60 A14.00 SECTION-GARAGE ���� q ISSUE/REVISION DATE A15.00 DECK DETAILS NOT SCALE oo FILING SET o2as.zoz3 A16.00 GARAGE DETAILS FR DRAWINGS SYMBOLS REGULATORY NOTES 'A' -ABBREVIATIONS 1. THIS APPLICATION FOR CERTIFICATE OF OCCUPANCY IS FILED A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD —LEVEL WITH THE TOWN OF SOUTHOLD BUILDING DEPARTMENT, IN ALT ALTERNATE DRAWN BY-J.LACHAPELLE THIRD FLOOR CONFORMANCE WITH THE TOWN CODE CHAPTER 144. APP. APPLIANCE(S) HM HOLLOW METAL CHECKED BY.J.LACHAPELLE AO WINDOW EL. +31'-3" HT HEIGHT `—ELEVATION ABOVE 0'-0" 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW B.O. BY OTHER HW HOT WATER NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE ODOOR YORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. C/C CENTER TO CENTER MECH. MECHANICAL ELEVATION NUMBER CLG CEILING MTL METAL LaChapelle Architecture PLLC 1O PARTITION TYPE A6 SHEET NUMBER 3. REFERENCE HEREIN TO'BC'SHOULD BE CONSTRUED TO MEAN CMU CONCRETE MASONRY UNIT P.O.Box 1251 THE APPLICABLE BUILDING CODES OF NEW YORK STATE. CONC CONCRETE PTD PAINTED Mattituck,NY 11952 CONT. CONTINUOUS (646)251-5058 jake@lachapellearchitecture.com 1 4. THIS SINGLE-FAMILY HOME OCCUPANCY CLASSIFICATION IS CONT'D CONTINUED RCP REFLECTED CEILING PLAN A3 DETAIL NUMBER RESIDENTIAL GROUP R-3 UNDER BC CHAPTER 3. A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER 5. THIS STRUCTURE IS CLASSIFIED AS CONSTRUCTION TYPE V(B) DIM. DIMENSION (UNPROTECTED WOOD FRAME) UNDER BC TABLES 601 AND 602. DIA. DIAMETER Sim. SIMILAR �a u AJp DISC. DISCONTINUOUS S.S. STAINLESS STEEL 6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED DWG DRAWING- STL. STEEL _., HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS,CODES, AND REGULATIONS. ELEC. ELECTRIC TYP. TYPICAL STAIR DIRECTION LABELS ENG. ENGINEER 00 EQ. EQUAL V.I.F. VERIFY IN FIELD UP DN INSPECTIONS EXIST. EXISTING 9F 033 �0� W/ WITH Op NFt1 SC SMOKE+CARBON MONOXIDE DETECTOR SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE FL FLOOR WD. O stdg Dept copy from 28A REQUIREMENTS OF BCNYS 1704&1705. Final reviewed docu is SMOKE AND CO DETECTORS SHALL COMPLY _ ZBA Pete# —7-7 9 WITH UL 268,7th ADDITION FOOTING SCOPE O F WORK Date: `7/ / a DRAWING LIST, FOUNDATION ABBREVIATIONS, ® MATCH LINE FRAMING,TIE-DOWN/STRAPPING AND PLUMBING SYMBOLS, & NOTES � THE GENERAL INTENT OF THE WORK IS TO BUILD A NEW FRONT DECK CENTER LINE PERIMETER INSULATION - ON THE EXISTING HOUSE, EXTEND THE EXISTING HOUSE ROOF OVER ROUGH ELECTRIC THIS DECK, BUILD AN OPEN BACK DECK ON THE HOUSE, REPLACE THE SHEET NO: BREAK LINE INSULATION AND CAULKING EXISTING DETACHED GARAGE AND PROVIDE A SECOND STORY ON THIS ENERGY CODE COMPLIANCE GARAGE.NO CHANGE OF USE OR OCCUPANCY IS PROPOSED. AZ■OO FINAL SHEET 1 OF 13 - GENERAL NOTES, REGULATORY NOTES IBI REGULATORY NOTES ICI CAREY 1. ALL WORK TO BE PERFORMED'BY LICENSED TECHNICIANS TO 1. THE STRUCTURAL MODIFICATIONS TO THE MAIN HOUSE 6. AS REQUIRED BY ECCNYS TABLE R402.1.2 THE NEW PERIMETER RESIDENCE ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF INCLUDED HEREIN MAKE THIS A LEVEL 2 ALTERATION UNDER WALL ASSEMBLY MUST ACHIEVE R-20.THE NEW ROOF 1930 SIGSBEE ROAD DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL EXISTING BUILDING CODE(EBC)CHAPTER 6. REQUIREMENTS OF BC ASSEMBLY MUST ACHIEVE R-49. PROPOSED ASSEMBLIES EXCEED MATTITUCK,NY 11952 PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY CHAPTER 7 AND 8 APPLY AS A RESULT. THIS;SEE COMPLIANCE CHART AT BOTTOM OF THIS SHEET. PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL 2. THE PROPOSED STRUCTURAL MODIFICATIONS TO THE MAIN 7. AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING SYSTEMS oo° ° oo r3 ot�o WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A HOUSE WILL BE PERFORMED IN CONFORMANCE WITH THE MUST CONFORM TO SECTION R404.1:ALL NEW FIXTURES WILL ® • 00' p 4 Oo '0% SYSTEMATIC MANNER. REQUIREMENTS OF'EXISTING BUILDING CODE'SECTION 806 FOR CONTAIN HIGH-EFFICIENCY LAMPS. oQ,o ,Q o TRUE ',,,,w,,,,�,,,,,,p Q 0 G Od ALTERATIONS LEVEL 2.STRUCTURAL OBSERVATION IS NOT NORTH c 4 O 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE REQUIRED UNDER BC 1704.6 BECAUSE THE BUILDING IS NOT IN 8. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED BUILDING CODES,ALL WORK MUST CONFORM TO FIRE THE INDICATED RISK CATEGORIES AND NOT A HIGH-RISE FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND ® 00,°o o DEPARTMENT REGULATIONS, UTILITY COMPANY BUILDING. EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE PROJECT ° dO QO REQUIREMENTS,AND BEST TRADE PRACTICES. INSPECTOR. NORTH o 0 0 6 01 3. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER 8. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE TAPED, PRIMED,AND PAINTED GWB IS ALLOWED UNDER BC 803 9. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT TAX MAP NO.1000-144:11a FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND a ISSUE/REVISION DATE DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW 450. INSURANCE REQUIREMENTS. TO THE ARCHITECT. THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR THIS OCCUPANCY R-3. 10. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE .00 FILING SET 02.26.2023 4. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE 4. INTERCONNECTED SMOKE AND CARBON MONOXIDE DETECTION OWNER AND RECEIPT OF WRITTEN CONSENT. WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE EQUIPMENT MUST BE ADDED IN CONFORMANCE WITH 'EXISTING DRAWINGS. BUILDING CODE'SECTION 804, IF NOT ALREADY PRESENT IN THE 11. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH BUILDING. THE DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL 5. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES PERMITS AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING 5. THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R503 CITY AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. DRAWN BY.,J.LACHAPELLE MANAGEMENT. REQUIREMENTS FOR ALTERATIONS. CHECKED BY:J.LACHAPELLE LIGHT FIXTURE SCHEDULE NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE ID FIXTURE TYPE MAKE/MODEL TEMPERATURE WET LOCATION FULL CUTOFF NOTES LaChapelle Architecture PLLC AA EXTERIOR SCONCE TBD MAX.3,000K YES YES LANTERN SCONCE SIMILAR TO EXISTING ON HOUSE P.O.Box 1251 BB EXTERIOR RECESSED WAC R4FS-WT 2,700K YES YES WHITE FINISH,SET FLUSH INTO CEILING;AIM AT WALL Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com V'&L_L_W1w1-VV1 -2,700K �S WHITE FINIS'1,SET FLUSI I INTO STEP RISER DD POST LIGHTS MAXIM LIGHTING 52120-SV 2,700K YES YES SILVER FINISH, INSTALL DRIVERS IN WEATHERPROOF BOXES UNDER STAIR EE INTERIOR RECESSED WAC R3ARDL-F-827-WT 2,700K NO N/A WHITE FINISH,TRIMLESS-TAPED INTO CEILING GWB FINISH WINDOW & DOOR SCHEDULE, ENERGY CODE COMPLIANCE U-FACTOR/R-VALUE SHGC ID ASSEMBLY. MAKE/MODEL DIMENSIONS HARDWARE NOTES QTY ECCNYS PROPOSED ECCNYS PROPOSED A AWNING WINDOW ANDERSON 400 28"w x 28"h PER OWNER LOW-E4 8 0.32 0.30(PASS) 0.40 0.28(PASS) s�F 033 yOQ� B AWNING WINDOW ANDERSON 400 32"w x 48"h PER OWNER LOW-E4 1 0.32 0.30(PASS) 0.40 0.28(PASS) Op NEVI 1 GARAGE DOORS TBD 108"x 84" PER OWNER DOUBLE SWING DOORS W/GLAZING 1 0.55 TBD 0.40 TBD 2 ENTRY DOOR,GROUND TBD 36"x 80" PRIVACY, DEADBOLT RH, SOLID CORE WOOD 1 0.55 TBD NOTES& 3 ENTRY DOOR,2ND FLOOR TBD 36"x 80" PRIVACY, DEADBOLT RH, SOLID CORE WOOD 1 0.55 TBD ENERGY CODE 1 NOM.6"EXTERIOR PARTITION 2"SPRAY FOAM+3.5"MINERAL WOOL - 20 or 13+5a 29(PASS) COMPLIANCE FLOOR 5.5"MINERAL WOOL - 19 23(PASS) SHEET N0: ROOF 7.5"SPRAY FOAM - 49 52(PASS) l Final rev jWwed A2mOO a-R20 CAVITY OR R13 CAVITY+R5 CONTINUOUS z8A Pile Il ITI Dato: t SHEET 2 OF 13 CONSTRUCTION NOTES NAILING SCHEDULE STRAPPING DETAILS CAREY RESIDENCE 1. ALL WORK SHALL CONFORM TO THE AF&PA WOOD FRAME 1. NAILING PER NYS CODE;INCLUDING(5)10d NAILS AT SILL AND 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL ` CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 2. PROVIDE(8)8d COMMON NAILS IN EACH END OF 14°20 GA. 1930 SIGSBEE ROAD 2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT MATTITUCK,NY 11952 LIVE LOAD: PER TABLES R301.5&R301.6 3. USE 6d NAILS @ 12"O.C.FOR EXTERIOR SHEATHING, EXCEPT USE RAFTER/ROOF-TO-WALL,WALL-TO-WALL,AND DEAD LOAD: PER R301.3 8d NAILS @ 4"O.C. FOR PERIMETER OF EACH SHEATHING SHEET WALL-TO-FOUNDATION CONNECTIONS IN CONFORMANCE w/ SNOW LOAD:20 PSF GROUND SNOW LOAD PER FIG. R301.2(6) TABLE 3.3b OF LATEST EDITION OF WOOD FRAME WIND EXPOSURE CATEGORY'C'FOR 130 MPH 3 SECOND GUST ROOF FRAMING CONSTRUCTION MANUAL(WFCM) FOR 120 MPH FASTEST WIND ITo oe o p 4 0° .�°°o PER R301.2.1.4&FIG. R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER SPEED TRUE CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST NORTH LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP 2ND FLOOR 40 PSF 12 PSF L/360 CLG JOIST LAPS OVER PARTITION FACE-NAIL 3 EACH LAP ® �0� 0 0 0 ROOF 20 PSF 15 PSF L/360 RIDGE STRAP EACH END 2 EACH END PROJECT ° dO BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END NOR8T4H,� o 00 a FOUNDATIONS&FOOTINGS RIM BOARD TO RAFTER END-NAIL 2-16d EACH END ROOF 1. ASSUMED SOIL BEARING CAPACITY=1,500 PSF ASSEMBLY TAX MAP NO.1000444:i-i4 2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST; REINFORCE WALL FRAMING THROUGHOUT TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT k ISSUE/REVISION DATE 3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE .00 FILING SET 02.26.2023 CONFIRMED TO BE FULLY INORGANIC. EXCAVATE AND REPLACE STUD TO STUD FACE-NAIL 2-16d 24'O.C. WITH 6° CLEAN FILL OR BANK RUN WHERE DEEMED NECESSARY. HEADER TO HEADER FACE-NAIL 16d 16"O.C. TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4 FRAMING 3-16d PER 2x6 1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED 4-16d PER 2x8 STRUCTURAL GRADE NO.2 OR BETTER BOTTOM PLATE TO FLOOR JOIST FLOOR 2. SHEATHING TO BE APA-RATED, EXPOSURE 1 BAND JOIST, END JOIST,OR ASSEMBLY . 3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1, 'WARMBOARD' BLOCKING FACE-NAIL 2-16d PER FOOT DRAWN BY:J.LACHAPELLE WHERE INDICATED 4. AT HEADERS OVER 6' PROVIDE DOUBLE UPRIGHTS;AT HEADERS FLOOR FRAMING CHECKED BY:J.LACHAPELLE OVER 9'PROVIDE TRIPLE UPRIGHTS JOIST TO SILL,TOP PLATE 5. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED TO GIRDER TOE-NAIL 4-8d PER JOIST NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE 6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING BRIDGING TO JOIST TOE-NAIL 2-8d EACH END STAIRS, ETC. BLOCKING TO JOIST TOE-NAIL 2-8d EACH END LaChapelle Architecture PLLC 7. PROVIDE SOLI BLOCKING AT ALL FLOOR JOISTS AND ROOF BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK P.O.Box 1251 RAFTERS AT MAX.8'-0°, PROVIDE 2°SPACE FOR AIR LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST Mattituck,NY 11952 CIRCULATION AT ROOF JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST (646)251-5058 jake@lachapellearchitecture.com 8. PROVIDE 2x6 STUD FRAMING,TYPICAL BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT ROOF SHEATHING STRUCTURAL PANELS 8d TABLE 3.8 DIAGONAL BOARD SHEATHING: 1"x6°OR 1"x8° 2-8d PER RAFTER 1"x10" OR WIDER 3-8d PER RAFTER CEILING SHEATHING GYPSUM WALLBOARD COOLERS 5d 7" EDGE s9 F 033� 10" FIELD WALL SHEATHING STRUCTURAL PANELS 8d TABLE 3.9 FIBERBOARD PANELS 7/16",25/32" 8d 3°EDGE 6° FIELD NAILING SCHEDULE, PARTICAL BOARD 8d TABLE 3.9 STRAPPING DETAILS FLOOR SHEATHING Bldg mat cqPy&om ZBA STRUCTURAL PANELS <1° 8d 6' EDGE Fined reviewed dow Is SHEET NO: 12° FIELD Z5A Pile 9A3mOO STRUCTURAL PANELS >1° 10d 6' EDGE Oatate: / 12" FIELD SHEET 3 OF 13 CAREY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11952 VARIOUS SITE DATA SUCH AS METES AND BOUNDS AND T®NORTH „ ��;�„ •'..-;;,•,.``',:�+�,..;' ,; ...�"-�'1 LOT COVERAGE IS REFERENCED FROM 2023 SURVEY BY KENNETH M WOYCHUK LAND SURVEYING, PLLC N69°22'00"E 144.81' — — — — — — — — LOT LINE NORTHPROJECT . . . . . . . 7— -�. . . . . . . . . NORTH - - i (33.84°) r•r •�� 6' DIA 3'DEEP DRYWELL N z z EXISTING HIP ROOF TAX MAP NO.1000-144.1-14 o I CONSTRUCT NEW N As as A5 CD i i DECK; SEE DWG.A6_ ______- _ DECK _LO -DECK - ROOF _-_-- -_ 35' FRONT YARD —� X ISSUE/REVISION DATE f f ' " ' 11, SETBACK .00 FILING SET 03.13.2023 53'-1�" 3„ ' S-6 3-0 i FRONT LOT LINE: a ' r -----------1--------------�---------1----------- i - S20°38'00"E ~ _ ; 50.00' - - APPROX. LOCATION OF ; 6'-0" 1 % ! CONSTRUCT NEW o' EXIST.`SETTLING RINGS ! ! ; ,' 1 - ; 5'-6"x 22'-1"FRONT N Z. _ ! \ \ EXISTING SINGLE-FAMILY HOME ; // ' i DECK(PORCH); DRAWN BY:J.LACHAPELLE Z / SEE DWG.A5 — — EXTEND ROOFLINE CHECKED BY:J.LACHAPELLE i- u 1 N N - - ----------- --- 3 0 N 1 ; ! ` 1 1 OVER NEW PORCH �' --' -'�------' ---•-•-_ __-•_ _.� ! 1 1 i `� NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE `% r DEMOLISH EXIST. 26'-0" ! �' ; �•� i i. I STAIR %` p i LaCha elle Architecture PLLC i 1 I I ' PROVIDE NEW 4" CONCRETE P.O.Box 1251 4'44 Mattituck,NY 11952 ! i FOOTPATH L-_--_________!________________________�_________ , (646)251-5058 jake@lachapellearchitecture.com ✓ �.' _ ; _ ! __ ! , ----- ----! , REINFORCEDw/ q 1 1 ; - I I ! WOVEN WIRE 1 EXIST.CONC. DRIVEWAY i " E D �4�p EXIST.CONC. DRIVEWAY PA 4,0 i 1 --�- - ----- - --- _--__ EXIST.CONC.DRIVEWAY � _ 1 —�-�� - —'--- --- - - - -------•- - - - - - - — . - - . S69°22'00'W 144.95' - - - - - . . — . . — . . _ . . — . . — . . — . . — . . LOT LINE -- � 0 0 l` i9 N ci q F 0339 �Q- A8 NE`N GROUND FLOOR FOOTPRINT OF PROPOSED 2-STORY GARAGE Bldg Dept copy frwn ZBA as DEMOLISH EXISTING 20'-22'x 12'-22" Final reviewod do is SECOND FLOOR 1-STORY GARAGE ZBA Poe * `)')C, Date: /�/ SITE PLAN LOT SIZE 7,244.2SF LEGEND EXISTING LOT COVERAGE 1,647 SF 0 22.7% Q DEMOLISH WALL TRUE PROJECT - PROPOSED LOT COVERAGE 1,730 SF O NORTH NORTH SHEET NO:SITE PLAN 23.9% O NEW WORK NORTH SCALE: 1" = 10' A4,00 SHEET 4 OF 13 18"x 18"x 12"THICK CIP CONCRETE CAREY NEW FRONT DECK-SEE FOOTING W/(4)#5 BAR HORIZ.IN EACH RESIDENCE DECK CONSTRUCTION DIRECTION;BOTTOM @ 36 BELOW GRADE ON UNDISTURBED EARTH(CONFIRM DRESSED 6x6 P.T COLUMN,TYP. 1930 SIGSBEE ROAD NOTES ON DRAWING A6 INORGANIC)OR 6"COMPACTED CLEAN FILL DRESSED 1.75"x9.25"LVL MATTITUCK,NY 11952 AND DECK DETAILS ON OR BANK RUN,3"MIN.COVER FOR BAR,TYP. 2.1 E 3100 BY BOISE DRAWING Al PROVIDE FOOTINGS,SLAB,OR CASCADE OR BETTER GRADE BEAM AT BOTTOM STAIR BEAR LVL ON EXISTING FRAMING AS NECESSARY PERIMETER WALL " �� TRUE 5-6 10 " LINE OF RAILING AT BOTH SIDES 5 NORTH 4-8 OF FRONT DECK ovAe o A I - - ----------- - � iI I ---II ---- — PROJECT------------ --- - - 38----- — STAIR: 3. `> 2R @ 7" OO 64���tA --------�I— 1T@ 10" I I III I I I I TAX MAP NO.1000.144:1-14 I III ® D14 6x6 P.T.COLUMN,TYP. I III I I I I # ISSUE/REVISION DATE I I I III I I I I I II I (4)RECESSED LIGHTS I I I III I I I I ____ 11_ AT NEW DECK CEILING I 1 I I IIPROWIDE STRAPPING I oo FILING SET ozzs.sos3 LIVING ROOM i I I 1 I 1 I I p TH IOUG OUT PER i ®�I RELOCATE EXISTING I I I I III C�pDE; EE 4 ——T—— _-= — MOTION DETECTOR LIGHT I I I I I IF I I I I I I III I I I I " 2x8 JOISTS @ 16" TO FRONT OF NEW ROOF I I III I I I I I I I I I GRADE ADJACENT YARD I I I I I I I it I I I I I � II I I I I I I III I I I I cn�� SO THAT BOTTOM RISER IS I I I I it UNIFORMLY 7" I II I I I 1III N 1 DRAWN BY:J.LACHAPELLE CONFIRM ALL —=�—� 1. 15"x9- 5"LVI12.1 E�100 1 CHECKED BY:J.LACHAPELLE SWITCHING WITH BY BOI ECCADSOR w il-OWNER PRIOR TO 041 BEERIFOR NOTE:DRAWING MAY BE PRINTED A T REDUCED SCALE INSTALLATION RIDGE,JOIST I I III I I I I 1 II I PER R311.3.1 FLOOR ON I I I I I I III I I I I ill_ I I I I I I I I I o m l i EXTERIOR SIDE OF EXIT DOOR I 1 1 i I 1 I 1 I LaChapelle Architecture PLLC II I I I I I I I II P.O.Box 1251MODIFY AND ADD TO EXISTING SWITCHING x —— 'BB——N— THRESHOLD PROVIDED THE I I I I I I III I I I I Mattituck,NY 11952 III_ I DOOR SWINGS INWARD 1 I I I II I I 1 1 (646)251-5058 jake@lachapellearchitecture.com BEDROOM ENTRY ' 1'i {- I �~i LINE OF PROVIDE SIMPSON(OR SIM.)HANGER I I I n I I I I FONT OF AT RIDGE BEAM CONNECTION I I I I I n I I I I (16)STEP I I I III I I I I H DUSE I i 11 i II I LIGHTS ON PROVIDE GRACE ICE&WATER I I I III I I I I EQ �{ .7"STEP !.� \�. — D SINGLE SHIELD UNDERLAYMENT CIRCUIT I I III I I I I ASPHALT SHINGLES TO I I III I I I I 11 I MATCH EXISTING;LAP IN NEW I III I I I I CLOSET ————— SHINGLES WITH EXISTING j III I I I I --- - =-- t -- ------------------------ ------- J4---t--j---�=1 1p I — I—— I I 9 . . 033 (2)EXISTING SCONCES AT ENTRY OF NE`N BEAR LVL ON EXISTING d9 Dept copy from ZBA PERIMETER WALL FMat reviewed d is DRESSED 1.75"x9.25"LVL 2.1E 3100 Z8A Pile*-7-7 GROUND FLOOR PLAN- BY BOISE CASCADE OR BETTER Date' FRONT DECK EXISTING GUTTER AUGMENT EXISTING GUTTER,TYP. TRUE PROJECT SHEET NO: NORTH NORTH O SCALE:ON O SC O CONSTRUCTION - HOUSE FRONT DECK O CONSTRUCTION NST UCTIONPLAN - HOUSE ROOF (33.84°) A5mOO SHEET 5 OF 13 DECK CONSTRUCTION NOTES CAREY 1. REFER TO THE LATEST VERSION OF THE AMERICAN REFER TO DECK CONSTRUCTION RESIDENCE WOOD COUNCIUS'PRESCRIPTIVE RESIDENTIAL NOTES AT LEFT AND DECK DETAILS 1930 SIGSBEE ROAD WOOD DECK CONSTRUCTION GUIDE'. ON DRAWING Al MATTITUCK,NY 11952 2. ALL FRAMING LUMBER TO BE NO. 1 GRADE OR BETTER,GROUND-CONTACT PRESSURE TREATED. PROVIDE STRAPPING [GLUE-LAMINATED TIMBER BEAMS ARE ALSO THROUGHOUT PER CODE;SEE A3 FEASIBLE;IF DESIREABLE PLEASE CONSULT WITH ® °°e oo ARCHITECT FOR SIZING.THEY MUST BE TREATED - a oQ,° WITH AN OIL-OR WATER-BORNE PRESERVATIVE IN NORTH o Q °a 0 ACCORDANCE WITH AWPA UI. 3. FLASH TOPS OF FRAMING LUMBER(BEAMS,JOISTS, ® o 0 0 0 STRINGERS)WITH PEEL-N-STICK BITUMINOUS 1 PROJECT PRODUCT FOR DURABILITY. 18"x 18"x 12"THICK CIP CONCRETE (�s4') 4. ALL FASTENERS,ANCHORS,WASHERS,ETC.TO BE FOOTING w/(4)#5 BAR HORIZ.IN EACH HOT-DIPPED GALVANIZED OR STAINLESS STEEL, DIRECTION;BOTTOM @ 36"BELOW TAX MAP NO,1000•144,114 EXCEPT THAT FLASHING FASTENERS MAY ALSO BE GRADE ON UNDISTURBED EARTH SILICONE BRONZE OR COPPER. (CONFIRM INORGANIC)OR 6" N ISSUE/REVISION DATE 5. ALL CONNECTORS(JOIST HANGERS,STRAPPING, COMPACTED CLEAN FILL OR BANK V-0" ETC.)SHALL BE HOT-DIPPED GALVANIZED OR RUN,3"MIN.COVER FOR BAR,TYP. DN FAMILY ROOM oo FlUNGSEr 02.26.2023 STAINLESS STEEL. 6. BEAM SPLICES MUST OCCUR AT POSTS.STAGGER STAIR: ; SPLICES WHEN COMPOSED OF TWO 2x10S. 3R @ 7" -- - I- 7. USE 5/4"x 6"BLACK LOCUST DECKING,TOENAIL 2T @ 10" - :t( -pj MODIFY AND ADD TO EXISTING FASTENED USING THE'CAMO'SYSTEM.DO NOT OIL /�. 6,SWITCHING DECKING. (4)POST �.� �� I PER R311.3.1 FLOOR ON DRAWN BY.J.LACHAPELLE LIGHTS AT -t___+_ EXTERIOR SIDE OF EXIT DOOR STAIR O 1'ib,1'iO' i1 i I CHECKED BY:J.LACHAPELLE POSTS -I i i I MAY BE UP TO 8 4"BELOW ---L- THRESHOLD PROVIDED THE r ' 7"S�'E � NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE DN 1 I' I I DOOR SWINGS INWARD I I 11 II EXISTING SLIDER LaChapelle Architecture PLLC —1 P.O.Box 1251 ` fL (COI Mattituck,NY 11952 CONFIRM ALL LINE OF RAILING AT BOTH (646)251-5058 jake@lachapellearchitecture.com CORNERS OF REAR DECK SWITCHING WITH ��._ I-- - -I OWNER PRIOR TO DN INSTALLATION PROVIDE FOOTINGS,SLAB,OR R�D AR GRADE BEAM AT BOTTOM STAIR FRAMING AS NECESSARY GRADE ADJACENT YARD SO THAT BOTTOM RISER IS UNIFORMLY 7" (2)EXISTING SCONCES AT q��N� REAR DOOR Bldg Dept copy from ZDA Final reviQwed tf ZBA mie i Date: / GROUND FLOOR PLAN- REAR DECK 0 T TRUE PROJECT SHEET NO: NORTH NORTH ONOT USED O CONSTRUCTION PLAN - HOUSE REAR DECK (33.84°) A6mOO NTS SCALE: 1/4" = T-0" SHEET 6 OF 13 CAR EY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11952 TRUE: • o� o d 0 � �°o m �o4Q°d � NORTHd p0 OO O q ® °�4 �. Op O°O o PROJECT O °� RRT o O O (33.84°) 0 �� TAX MAP NO.1000-144:1-14 N ISSUE/REVISION DATE .00 FILING SET 02.26.2023 I I _ 94"MIN. 12 NEW ASPHALT TILES TO MATCH Q 5 EXISTING NEW ROOF EXTENSION DRAWN BY:J.LACHAPELLE FACTORY-PRIMED HARDI CHECKED BY:J.LACHAPELLE FIBER-CEMENT BOARD AT GABLE END;MODEL SELECTED NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE BY OWNER;PAINT COLOR TO EXISTING WALL SCONCE MATCH EXISTING LIGHT FIXTURE LaCha elle Architecture PLLC ® ® I P EXISTING FRONT PVC TRIM COLOR TO MATCH P.O.Box 1251 a EXISTING Mattituck,NY 11952 DOOR&TRIM ' PAINTED 6"BEADBOARD AT (646)251-5058 jake@lachapellearchitecture.com ' UNDERSIDE OF GABLE OVERHANG,COLOR PER OWNER PVC-DRESSED P.T.COLUMN; COLOR TO MATCH EXISTING RED A NEW FRONT DECK �� '%,ACMgp NEW CONCRETE FOOTPATH s9 033 ,�0�dr �F NE`N I I EAST ELEVATION- Bldg Dept copy from ZDA HOUSE Fidel r".yjawod 76r1.?•a ,Date. SHEET NO. OEAST ELEVATION - HOUSE ATOO SCALE: 1/4" = T-0" SHEET 7 OF 13 CAREY 1 RESIDENCE A10 PROVIDE STRAPPING 1930 SIGSBEE ROAD THROUGHOUT PER MATTITUCK,NY 11952 (5)POST LIGHTS AT STAIR RAILING POSTS CODE;SEE A3 CONTRACTOR PROVIDE STAIR TO SECOND FLOOR 4"CONCRETE PAD w/S.S. CONFIRM ALL LAYOUT DRAWING FOR LINE OF RAILING WIRE MESH REINFORCEMENT STAIRS AND FOOTINGS ® fie, oo SWITCHING WITH °o o p p A o __ 4'-0" 6'�" OWNER PRIOR TO 18"x 18"x 12"THICK CIP CONCRETE -�---� -- -----------� -- j INSTALLATION NORTH IN TRUE FOOTING w/(3)#5 BAR HORIZ.IN EACH D 1..BOTTOM DIRECTION'• @ 36"BELOW L `' ' 1 •.;+�`, '.,j.• PROJECT O dO QQ GRADE ON UNDISTURBED EARTH �—, i -- •A� T-11" 4'_0" N NORTH o0 0 (CONFIRM INORGANIC)OR 6" D I - -- -- --- - }' - (33.84°> SIPCOMPACTED CLEAN FILL OR BANK I c_. `." 5 _ TAX MAP NO.1000.144:114 RUN,3"MIN.COVER FOR BAR,TYP. , I N ISSUE/REVISION DATE 16"x 12"THICK CIP CONTINUOUS F = :• :;.: 11- BCI-60s2.0 BY CONCRETE FOOTING '�* ate:, - r—-;4;-° ii - e w/(3)#5 I. :' `I' f: 1 �•; i.. 1 }.:.. ..d I: 1 1:;;.,::�: I I' I'. _ BOISE CASCADE(OR 02.26.2023 •� .f r —, •, .00 FILINGSET CONTINUOUS HORIZONTAL BARS` i °3 i I } I :1' I`:' ' G - E "1: ••4•: .I` `I�.I-:! �., EQUIVALENT)@ 16 O.C. i STIRRUPS @ 12 O.C.;BOTTOM OF t. '1 a� :t I . 1 J I f.: : (2)1a3"x 1 1- 8 "LVL 2.1 E CONCRETE @ 36,BELOW GRADE ON 3100 BY B0 I N STURBED 0 FIRM 1 ai 1 SE U D I EARTH(CON 1 I• p tII •:; SIaA CBOINORGANIC OR6nCOMPACTED -O(N� M-RGERTA IDE: •j1t• IL.:•. `:�i, II° <.1I:• aI:. II,' I ,tI'':';•q.•' r.' •�L �,. :^J'�I '. �I•• • T NI C ASCA DE OR CLEAN FILL OR BANK RUN,3"MIN. EQUIVALENT B EARIN G ON 4x4 POSTSCOVER FOR BAR,TYP. X. DR AWN BY:J.LACHA ELL ESL SLOPE FOOT mB Cl CHECKED BY:J.LACHAPELL EK T�FRONT 1 t': 1 11• • le •1 I• I°. .r '.' .... 0 1 A13 GARAGE r.• _I •.(., '+ ,I' ,•i� ,1'. 'l I' '�' t � - rn A11 NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE a. r: 2 2x1' 0 HEADER •I 'f. I r :r 1'' r. LaCha.. . elle Architecture•, PLL STAIR AND D I I DECK ABOVE ,1, <i• •t. i •!• �.A . . :p�',.� , ;� 1 ABOVE 9 WIDE P.O.Box 1251 1• I:' I` 1 ' .,i•. :r' •1. 1 GA RAG DO OR Ma ituck NY 119 2 EAVE LINE ABOVE 646251- 5058 'ake@lacha el ear h' r J P I c itectu e.com •l I �d t� 1' �.1 r^; LINE OF FOOTING {'.• Q EQ 'I io BELOW .r. J+., M NEW CONCRETE APRON PROVIDE ELECTRIC OUTLETS TO COMPLY WITH CODE fi.... 1:. ;r- t. , i:`' t:=. �,1 _ _t-r_ :�. f_ r•: .. t... ;.' ��a D AR r =— LACMgp i REQUIREMENTS,AND r ADDITIONALLY AS PER OWNER IT —__-----------—--------__._ __----. -----_._______.._. _-.__..._____�___.._. 04 � — — — — — — — — — — — — — — — — — — — — J PROVIDE OVERHEAD LIGHT 3„ 23'-0" FIXTURES IN GARAGE TO MEET 26-0" `!',► 4r CODE-REQUIRED LIGHT LEVELS; 90, 033 �OQ' CONSULT WITH OWNER AND Op N AOR FOR FIXTURES, CRACK CONTROL JOINTS QUANTITIES,AND LOCATIONS 1 B1d9 ept copy from ZBA Al2 Finat revi�rb � - zaa rwte� �75 SEAL AT ALL CEILING FIXTURE Date: PENETRATIONS IN GWB GROUND FLOOR PLAN- GARAGE TRUE PROJECT SHEET NO: OCONSTRUCTION PLAN - GROUND FLOOR - GARAGE NORTH NORTH 1 (33.84°) A8mOO SHEET 8 OF 13 f CAREY RESIDENCE PROVIDE STRAPPING 1930 SIGSBEE ROAD THROUGHOUT PER MATTITUCK,NY 11952 CODE;SEE A3 1 A10 ® o00 0 °o Q p°Aoo 0 'POO O o 0 O w , 00TRUE- �Q CONFIRM ALL NORTH o00 0 po SWITCHING WITH OWNER PRIOR TO 1 000 0,o INSTALLATION A14 ROOF LINE BELOW NORTH T o O v4 EAVE LINE ABOVE (33.84°) TO POST LIGHTS N o�p • TAX MAP NO.1000•IA4:1-14 CV # ISSUE/REVISION DATE i � .00 FILING SET 02.26.2023 (2)POST LIGHTS AT STAIR _ I`+ _ DO RAILING POSTS ON SAME CV iA CIRCUIT AS POST LIGHTS N � � � i � I w � • BELOW,PROVIDE 3-WAY SWITCH o i D EE EE EE I 0D RAILING DRAWN BY:J.LACHAPELLE 7. Lr�, ..;I:... M I i i/ I BBB. I W CHECKED BY:J.LACHAPELLE A13 co ; DD Oi TOI$AG i 1 A11 NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE BB/ w SAVE LINE ABOVE EQ.A EQ.A EQ.A EQ.A -- EQ.A Eq.A LaChapelle Architecture PLLC EDGE OF DECK ' I I O P.O.Box 1251 ' ___ -Ij1 I. I - _ Mattituck,NY 11952 (2)RECESSED LIGHTS AT ----------- EE EE EE 60 (646)251-5058 jakeC�lachapellearchitecture.com NEW DECK CEILING C'17 W �.. D L- - - A A A A � N ; a- t- PROVIDE ELECTRIC OUTLET 3„ 1„ s9 F 033��OQ� S 4-2 2-82 5'-3" 2'-81' 4'-2" �f TO COMPLY WITH CODE 3,_0„ 2 2 10" F�Depre i��a orn Z A N� REQUIREMENTS,AND 1 ts CLEAR 19'-0" 4'-10" Z8A Pile o -7-7 ADDITIONALLY AS PER OWNER �2 27'-72" Date: / / 3 SECOND FLOOR PLAN - 1 GARAGE Al2 TRUE PROJECT SHEET NO: OC4 CONSTRUCTION NORTH NORTH ALE PLAN - SECOND FLOOR - GARAGE (33.84°) A9mOO SHEET 9 OF 13 CAREY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11952 ® o00 0 � Q �ogoo 0 TRUE c o 0 0 00 �pQQ o�ti d4 ` NORTH 00 Q O q ® o O .e,ow, 00 O O O NORTH o 00 O CSC (33.84°) 0 0� TAX MAP NO.1000-1",114 ASPHALT SHINGLE COLOR SELECTED BY OWNER RIDGE # ISSUE/REVISION DATE • •' , .00 FILING SET 02.26.2023 FACTORY-PRIMED HARD] FIBER-CEMENT VERTICAL 6" PLANKSIDING w/1"BATTEN Ell BOARDS'MODEL(S) DRAWN BY:J.LACHAPELLE SELECTED BY OWNER; CHECKED BY:J.LACHAPELLE PAINT COLOR SELECTED BY OWNER NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE _ . — . — . — . — . SECOND elle a Architecture _ . — . — . — . — . EL. +B'-15l8'FL0 LaCh pPLLC P.O.Box 1251 Mattituck,NY 11952 FACTORY-PRIMED HARDI (646)251-5058 jake@lachapellearchitecture.com a OR GAF FIBER-CEMENT SHINGLES;MODEL SELECTED BY OWNER; RA A PAINT COLOR SELECTED BY OWNER 4 �� LACN,gp FORMED CONCRETE � - GROUND FLOOR i► EL. +0'-0" s I I I I I I I F Q 033� I I I I I I I OF NCI rJ rJ L, rJ L,L.I rJ L1 I I I I I I I I L—————————————————————————————————1---1—_————L_—L—J L_——J NORTH ELEVATION- Bldg Dept may from ZBA GARAGE Final reviewed do Invents ZBA PILE "-779 Date: SHEET NO: OSCALE: NORTH E1��EVATION - GARAGE A:10m00 SHEET 10 OF 13 CAREY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11962 ® o0o OO �QoOA�oO o do TRUE 0-p QQ'Q OO NORTH O 00 o Q ® 0 A 00 Oo O O PROJECT NORTH o 00 O (33.84°) TAX MAP NO.1000-144,1--14 RIDGE # ISSUE/REVISION DATE 4"MIN. — — — — — — EL. +17'-9112" .00 FILING SET 02.26.2023 DRAWN BY:J.LACHAPELLE -- CHECKED BY:J.LAC14APELLE NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE _ _ _ _ _ _ SECOND FLOOR LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 aa (646)251-5058 jake@lachapellearchitecture.com -DIVA 0 — GROUND FLOOR ; EL.+0'-0" f I l I — — — — — I Or NE`N L________________—_______________J i EAST ELEVATION- GARAGE Bldg Dent copy from+28A RAW r@viSKmd do ►ts j ZBA Pile t �Z�i L/f SHEET NO: O EAST ELEVATION - GARAGE Data: , AllmOO SHEET 11 OF 13 CAREY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11952 TRUE o NORTH 00 o q O PROJECTHT NOR o% 4 TAX MAP NO.1000-144:1-14 RIDGE n ISSUE/REVISION DATE — . — . — . — . — . — . EL. +17'-9 1/2" ..; ,00 FILING SET 02 26 2023 DRAWN BY:J.LACHAPELLE CHECKED BY.J.LACHAPELLE • NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE - - . - . - - - - SECOND FLOOR LaChapelle Architecture PLLC EL. +8'-1 6/8" P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com Q AR — . GROUND FLOOR '4 EL.+V-O" J+ I I I 03393�pQ� I I I I OF NEVI rJ L, rJ L1 I I I I L___J L-______________________________________________-- SOUTH ELEVATION- GARAGE d9 Dept copy from ZDA F'Mral reviswod d is ZBA PI e t '7-7 SHEET NO: Date: �j/�P 3 - O SCALE:O H 4EVA1 IOC N - GARAGE _ A:12mOO SHEET 12 OF 13 CAREY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11952 o® o 0 00 poAoe O o O O � TRUEO,O OaQ o 4 ICJ O NORTH O Q ® O c PROJECT d NORTH o DO (33.84-) �OQ TAX MAP NO.1000-144,114 RIDGE # ISSUE/REVISION DATE EL.+17'-91/2" .00 FILING SET 02.26.2023 DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE n - NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE - I _ _ _ - _ _ _ SECOND FLOOR EL \f LaChapelle Architecture PLLC 4 EL. +8'-1 5/8" P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com �ERED I _ _ _ _ _ OIL GROUND FLOOR ; EL. +0'-0" 0339''y0� I I I I I I I I I I Of NEVJ rJ � rj L-1r J r J L, I r J L, L, I I I II I I I ____ I I__ I I WEST ELEVATION- GARAGE Bldg Dept copy from ZBA FMiW revive ed7 SHEET NO: ZBA PIIe# 0WEST ELEVATION - GARAGE Date: / - ) SCALE: 1/4" = T-0" A13mOO SHEET 13 OF 13 Roo'd APPROVED AS NOTED DA : Ib-26-23B.P# FE ab• 5o BY: NOTIFY BUILDING DEPARTMENT-AT COMPLY yM ALL CODES OF 631-765-1802 8AM TO 4PM FOR THE NEW YORK STATE&TOWN CODES � AED AND CONDITtONS OF FOLLOWING INSPECTIONS: AS FOUNDATION-TWO REQUIRED =IOtD=Za FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION mumm_ MUM FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS CAREY RESIDENCE DRAWINGLIST 1930 SIGSBEE ROAD 1930 SIC; SBEE ROAD MATTITUCK,NY 11952 A1.00 DRAWING LIST,ABBREVIATIONS, SYMBOLS, &NOTES A2.00 NOTES&ENERGY CODE COMPLIANCE A3.00 NAILING SCHEDULE&STRAPPING DETAILS oo °o o�° o M ATT I T U C K, N Y A4.00 IS SITE PLAN ® ° °o 0 4Q4° A5.00 GROUND FLOOR PLAN- FRONT DECK TRUE SCTM#-1000-144.-1-14 A6.00 GROUND FLOOR PLAN - REAR DECK NORTH 000 o q O A7.00 EAST ELEVATION-HOUSE A8.00 DECK DETAILS ® °o,o 0 0 PROJECT NORTH (33.84°) SO TAX MAP NO.1000444:144 MAIN OUSE # ISSUE/REVISION DATE NOTE:DO NOT SCALE .00 FILING SET-MAIN HOUSE 10.10.2023 FROM DRAWINGS SYMBOLS REGULATORY NOTES 'A' ABBREVIATIONS DRAWN BY:J.LACHAPELLE 1. THIS APPLICATION FOR CERTIFICATE OF OCCUPANCY IS FILED A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD CHECKED BY.1.LACHAPELLE LEVEL WITH THE TOWN OF SOUTHOLD BUILDING DEPARTMENT, IN ALT ALTERNATE NOTE:THIS IS ANIrx17"SHEET THIRD FLOOR CONFORMANCE WITH THE TOWN CODE CHAPTER 144. APP. APPLIANCE(S) HM HOLLOW METAL DRAWINGS MAY BE PRINTED NOT TO SCALE OA WINDOW EL. +31'-3" HT HEIGHT ELEVATION ABOVE 0'-0" 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW B.O. BY OTHER HW HOT WATER LaChapelle Architecture PLLC PORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF 2 DOOR P.O.Box 1251 NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. C/C CENTER TO CENTER MECH. MECHANICAL Mattituck,NY 11952 CLG CEILING MTL METAL 1O PARTITION TYPE A6 1 ELEVATION NUMBER 3. REFERENCE HEREIN TO 'BC'SHOULD BE CONSTRUED TO MEAN CMU CONCRETE MASONRY UNIT (646)251-5058 jakeQlachapellearchitecture.com SHEET NUMBER THE APPLICABLE BUILDING CODES OF NEW YORK;STATE. CONC CONCRETE PTD PAINTED CONT. CONTINUOUS 4. THIS SINGLE-FAMILY HOME OCCUPANCY CLASSIFICATION IS CONT'D CONTINUED RCP REFLECTED CEILING PLAN A3 1 DETAIL NUMBER RESIDENTIAL GROUP R-3 UNDER BC CHAPTER 3. SERE D A/� A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER ��`� ACHgp 5. THIS STRUCTURE IS CLASSIFIED AS CONSTRUCTION TYPE V(B) DIM. DIMENSION (UNPROTECTED WOOD FRAME) UNDER BC TABLES 601 AND 602. DIA. DIAMETER SIM. SIMILAR C DISC. DISCONTINUOUS S.S. STAINLESS STEEL t 6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED DWG DRAWING STL. STEEL J HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS,CODES, AND REGULATIONS. ELEC. ELECTRIC TYP. TYPICAL pg393� STAIR DIRECTION LABELS ENG. ENGINEER ,� OF N3 EQ. EQUAL V.I.F. VERIFY IN FIELD UP DN INSPECTIONS 00 EXIST. EXISTING W/ WITH FL FLOOR WD. WOOD SMOKE+CARBON MONOXIDE DETECTOR SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE REQUIREMENTS OF BCNYS 1704&1705. SMOKE AND CO DETECTORS SHALL COMPLY SCOPE O F WORK DRAWING LIST, WITH UL 268,7th ADDITION FOOTING ABBREVIATIONS, FRAMING,TIE-DOWN/STRAPPING AND PLUMBING MATCH LINE ROUGH ELECTRIC THE GENERAL INTENT OF THE WORK IS TO BUILD A NEW FRONT DECK SYMBOLS, & NOTES - - CENTER LINE ENERGY CODE COMPLIANCE ON THE EXISTING HOUSE, EXTEND THE EXISTING HOUSE ROOF OVER FINAL THIS DECK,AND BUILD AN OPEN BACK DECK ON THE HOUSE. NO SHEET NO: BREAK LINE CHANGE OF USE OR OCCUPANCY IS PROPOSED. Alm00 SHEET 1 OF 8 GENERAL NOTES REGULATORY NOTES IBI REGULATORY NOTES 'CI CAREY RESIDENCE 1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 1. THE STRUCTURAL MODIFICATIONS TO THE MAIN HOUSE 6. AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING SYSTEMS ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF INCLUDED HEREIN MAKE THIS A LEVEL 2 ALTERATION UNDER MUST CONFORM TO SECTION R404.1:ALL NEW FIXTURES WILL 1930 SIGSBEE ROAD DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL EXISTING BUILDING CODE(EBC)CHAPTER 6. REQUIREMENTS OF BC CONTAIN HIGH-EFFICIENCY LAMPS. MATTITUCK,NY 11952 PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY CHAPTER 7 AND 8 APPLY AS A RESULT. PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE 7. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL 2. THE PROPOSED STRUCTURAL MODIFICATIONS TO THE MAIN FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND o00 0 ot�0,o WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A HOUSE WILL BE PERFORMED IN CONFORMANCE WITH THE EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE SYSTEMATIC MANNER. REQUIREMENTS OF'EXISTING BUILDING CODE' SECTION 806 FOR INSPECTOR. NORTH "° boo°�Q ,d` o ALTERATIONS LEVEL 2. STRUCTURAL OBSERVATION IS NOT oo q 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE REQUIRED UNDER BC 1704.6 BECAUSE THE BUILDING IS NOT IN 8. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT ® BUILDING CODES,ALL WORK MUST CONFORM TO FIRE THE INDICATED RISK CATEGORIES AND NOT A HIGH-RISE RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND 00. 000 DEPARTMENT REGULATIONS, UTILITY COMPANY BUILDING. INSURANCE REQUIREMENTS. PROJECT o o REQUIREMENTS,AND BEST TRADE PRACTICES. (33.64') o� 3. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER 8. 9. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE TAPED, PRIMED,AND PAINTED GWB IS ALLOWED UNDER BC 803 BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE TAX MAP NO.1000-144:1-14 FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD OWNER AND RECEIPT OF WRITTEN CONSENT. # ISSUE REVISION DATE DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW 450. TO THE ARCHITECT. THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR THIS 10. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH .00 FILING SET-MAIN HOUSE 10.10.2023 OCCUPANCY R-3. THE DEPARTMENT OF BUILDINGS, PAY ALL FEES,OBTAIN ALL 4. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT PERMITS AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE 4. INTERCONNECTED SMOKE AND CARBON MONOXIDE DETECTION CITY AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE EQUIPMENT MUST BE ADDED IN CONFORMANCE WITH 'EXISTING DRAWINGS. BUILDING CODE'SECTION 804, IF NOT ALREADY PRESENT IN THE BUILDING. DRAWN BY:J.LACHAPELLE 5. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES CHECKED BY:J.LACHAPELLE WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING 5. THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R503 NOTE:THIS IS AN 11"x 17"SHEET MANAGEMENT. REQUIREMENTS FOR ALTERATIONS. DRAWINGS MAY BE PRINTED NOT TOSCALE LIGHT FIXTURE SCHEDULE LaChapelle Architecture PLLC P.O.Box 1251 ID FIXTURE TYPE MAKE/MODEL TEMPERATURE WET LOCATION FULL CUTOFF NOTES Mattituck,NY 11952 AA EXTERIOR SGONCE TBD MAX.3,0001< YES YES LANTERN SCONGE SIMILAR TO EXISTING ON I IOUSE (646)251-5058 jake@lachapellearchitecture.com BB EXTERIOR RECESSED WAC R4FS-WT 2,700K YES YES WHITE FINISH,SET FLUSH INTO CEILING;AIM AT WALL cc STEP LIGI ITS VAG lVA&LE D 10 1-27-VVF YES WI 11TE FINISI 1,SET FLUSI 1 INTO STEP RISER DD POST LIGHTS MAXIM LIGHTING 52120-SV 2,700K YES YES SILVER FINISH, INSTALL DRIVERS IN WEATHERPROOF BOXES UNDER STAIR r ��R A ARC LACEE INTERIOR REGESSED WAG R3ARDL-F-827-M 2,700K Af TE FINISI 1,TRIM LESS-TAPEE)INTE)CEILING GWB FINISI 1 4(1 �TF 10• 03393 OF NEVI iMxt9ORPY'.M1CY a v4CP[0.W VLe�550f�NH[i�XF�RW�1:6,xEPPe1CN R R>PVAP[C�5 xrza,rom.RR ofunonsPiurcef nice acfvr ar fuxueuE PACNRECNRC PLU.TRS OPtrMOpAV Nm Of OEEOer01N[R PUR16fORmx[R PRN[C,4, PDp,1OHrOlxt9 PPOrtm OY OixW Iam[9,OxfCRcamvt[,lOx m,x6 PPO1[mm mxm PMIIf9,W11XOu,iMWRmFH COME IACMN6l[IACNRfCNPEPLL4 O NPYI9CM F,3 NCEW[LL[ NOTES& ENERGY CODE COMPLIANCE SHEET NO: A2,00 SHEET 2 OF 8 CONSTRUCTION NOTES NAILING SCHEDULE STRAPPING DETAILS CAREY 1. ALL WORK SHALL CONFORM TO THE AF&PA WOOD FRAME 1. NAILING PER NYS CODE; INCLUDING(5)10d NAILS AT SILL AND 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL RESIDENCE CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 2. PROVIDE(8)8d COMMON NAILS IN EACH END OF 14"20 GA. 1930 SIGSBEE O TUCK[NY 2 2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT LIVE LOAD: PER TABLES R301.5& R301.6 3. USE 6d NAILS @ 12" O.C. FOR EXTERIOR SHEATHING, EXCEPT USE RAFTER/ROOF-TO-WALL,WALL-TO-WALL,AND DEAD LOAD: PER R301.3 8d NAILS @ 4° O.C. FOR PERIMETER OF EACH SHEATHING SHEET WALL-TO-FOUNDATION CONNECTIONS IN CONFORMANCE w/ SNOW LOAD:20 PSF GROUND SNOW LOAD PER FIG. R301.2(6) TABLE 3.3b OF LATEST EDITION OF WOOD FRAME WIND EXPOSURE CATEGORY'C' FOR 130 MPH 3 SECOND GUST ROOF FRAMING CONSTRUCTION MANUAL(WFCM) FOR 120 MPH FASTEST WIND PER R301.2.1.4&FIG. R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER SPEED TRUE0p °Q°n a OodO CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST NORTH LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP 2ND FLOOR 40 PSF 12 PSF L/360 CLG JOIST LAPS OVER PARTITION FACE-NAIL 3 EACH LAP ROOF 20 PSF 15 PSF L/360 RIDGE STRAP EACH END 2 EACH END PROJECTNORTH BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END 3384°> °e °SIP FOUNDATIONS&FOOTINGS RIM BOARD TO RAFTER END-NAIL 2-16d EACH END ROOF 1. ASSUMED SOIL BEARING CAPACITY=1,500 PSF ASSEMBLY TAX MAP NO.1000144:1d4 2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST; REINFORCE WALL FRAMING # ISSUE REVISION DATE THROUGHOUT TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT 3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE .00 FILING SET-MAIN HOUSE 10.102023 CONFIRMED TO BE FULLY INORGANIC.EXCAVATE AND REPLACE STUD TO STUD FACE-NAIL 2-16d 24" O.C. WITH 6" CLEAN FILL OR BANK RUN WHERE DEEMED NECESSARY. HEADER TO HEADER FACE-NAIL 16d 16" O.C. LA - TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4 FRAMING 3-16d PER 2x6 1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED 4-16d PER 2x6 STRUCTURAL GRADE NO.2 OR BETTER BOTTOM PLATE TO FLOOR JOIST DRAWN BY:Y.LACHAPELLE FLOOR 2. SHEATHING TO BE APA-RATED, EXPOSURE 1 CHECKED BY: BAND JOIST, END JOIST,OR ASSEMBLY J.LACHAPELLE . 3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1, 'WARMBOARD' BLOCKING FACE-NAIL 2-16d PER FOOT NOTE:THIS IS AN 1X'x 17"SHEET WHERE INDICATED DRAWINGS MAYBE PRINTED NOT TO SCALE 4. AT HEADERS OVER 6' PROVIDE DOUBLE UPRIGHTS;AT HEADERS FLOOR FRAMING OVER 9' PROVIDE TRIPLE UPRIGHTS JOIST TO SILL,TOP PLATE LaChapelle Architecture PLLC 5. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED TO GIRDER TOE-NAIL 4-8d PER JOIST P.O.Box 1251 6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING BRIDGING TO JOIST TOE-NAIL 2-8d EACH END Mattituck,NY 11952 STAIRS, ETC. BLOCKING TO JOIST TOE-NAIL 2-8d EACH END 7. PROVIDE SOLI BLOCKING AT ALL FLOOR JOISTS AND ROOF BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK (646)251-5058 jakeC�3lachapellearchitecture.com RAFTERS AT MAX.8'-0", PROVIDE 2" SPACE FOR AIR LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST CIRCULATION AT ROOF JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST 8. PROVIDE 2x6 STUD FRAMING,TYPICAL BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT CERE D qR ROOF SHEATHING STRUCTURAL PANELS 8d TABLE 3.8 DIAGONAL BOARD SHEATHING: 1"x6" OR 1"x8" 2-8d PER RAFTER 1"x10" OR WIDER 3-8d PER RAFTER 03393P OQ� CEILING SHEATHING OF NEON GYPSUM WALLBOARD COOLERS 5d 7" EDGE 10° FIELD WALLSHEATHINGDM�nanMPaeD"[m Dea[WRSwMepxpylry[�m° q m WW¢[ wwc rtnvur.u[D° [ucmeD.°Duwwexu,<wiroo.DaD[[nimss°�ur�ees[ime[uenm[,[cwxue STRUCTURAL PANELS 8d TABLE 3.9 mn[n>um[s,o rnr"xr a°wa uc[w .rycw`[m�"�rueerv°[n[c FIBERBOARD PANELS 7/16",25/32" 8d 3"EDGE 6" FIELD NAILING SCHEDULE, PARTICAL BOARD 8d TABLE 3.9 STRAPPING DETAILS FLOOR SHEATHING STRUCTURAL PANELS <1" 8d 6" EDGE SHEET NO: 12° FIELD A3,00 STRUCTURAL PANELS >1° 10d 6" EDGE 12" FIELD SHEET 3 OF 8 CAREY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11952 � ® Q O boo° o .0 do VARIOUS SITE DATA SUCH AS METES AND BOUNDS AND NORTH°° LOT COVERAGE IS REFERENCED FROM 2023 SURVEY BY o `o KENNETH M WOYCHUK LAND SURVEYING,PLLC ® 00 °00 0 N69022'00"E 144.81' LOT LINE NORTH T °OQPQ Qp 2 2 EXISTING HIP ROOF TAX MAP NO.1000.144.1-14 CONSTRUCT NEW As A5 As o I DECK; SEE DWG.A6 DECK DECK ROOF 35'FRONT YARD # ISSUE/REVISION DATE I —'—' .................— _,_,_,_. ._,_,_._.fL6-6 _,_,_ SETBACK\ ( .00 FILING SET-MAIN HOUSE 10.10.2023 " 3'-0"to i FRONT LOT LINE: 53-916' \ ; r ----------- -----------51 1-2311 op 1 — ---- 1--- 1 50.00, . I i i i i CONSTRUCT NEW o APPROX. LOCATION OF 2'-0" i i i i °,. i 5'-6"x 22'-1"FRONT DRAWN BY:J.LACHAPELLE N i EXIST. SETTLING RINGS �� i -0j11 � i DECK(PORCH); CHECKED BY:J.LACHAPELLE N i EXISTING SINGLE-FAMILY HOME i i i z. _ _ � i � i a i SEE DWG.A5 _ - I _ � _ NOTE:THIS IS AN 11"x 17"SHEET EXTEND ROOFLINE DRAWINGS MAYBE PRINTED NOT TO SCALE 9 1----------- ------------------------J-- ----------- \ \ N F % — i. OVER NEW PORCH 3'-0" LaChapelle Architecture PLLC % i ' DEMOLISH EXIST. P.O.Box 1251 26'-0" \ i � <b STAIR Mattituck,NY 11952 PROVIDE NEW 4" (646)251-5058 jake@lachapellearchitecture.com �%� i a /Ill CONCRETE 4,-4„ FOOTPATH `� ' ------------ ------------------------1--------------i-----:a i i REINFORCED wl i 1 1 q EXIST.CONC.DRIVEWAY i a; WOVEN WIRE . E p ARc 1 ,_,_,_,_._._,_._._._,_. _,_._._._._._..�� Q L01(o EXIST.CONC.DRIVEWAY EXIST.CONC.DRIVEWAYto ' I _ . . _ _ _ . . _ . . A 0339'D _ . _ . . _ . . _ . .'_ . . _ . . _ . . _ . . _ vp S6902200"W Q� 144.95' LOT LINE OF NE`N 0 0 e e CV C7 ix"°RnlNNR 14AN IX9fRRM[MOf6[lMe[RN° pug2ix[PR°PFRry°elA°NPP[LLe PR�NR[C1Me PUC R[aaRClFss°f wx[Ix[R ixt PR W[tt f°R NMit N Q 6 M[PAR[C 6 GARAGE SCOPE UNDER SEPARATE FILING omu[vsxr"s.°R f°R c°mm[[n°x ae PMs vRaea er °mnin%i'"sTM.wmwuiinewlm[[xcroseM eFcnrt[ttune n[e o mrvRmMmnucwvcu[P°'.Rcxrtenuae vuc SITE PLAN LOT SIZE 7,244.2 SF LEGEND EXISTING LOT COVERAGE 1,647 SF 22.7% DEMOLISH WALL TRUE PROJECT SHEET NO: PROPOSED LOT COVERAGE 1,690 SF NORTH NORTH O1 SITE PLAN 23.3% ® NEW WORK (33.84°) A4mOO SCALE: 1" = 10' SHEET 4 OF 8 18"x 18"x 12"THICK CIP CONCRETE CAR EY FOOTING w/(4)#5 BAR HORIZ.IN EACH RESIDENCE NEW FRONT DECK-SEE I DRECTION;BOTTOM @ 36"BELOW GRADE DECK CONSTRUCTION DON UNDISTURBED EARTH(CONFIRM DRESSED 6x6 P.T COLUMN,TYP. 1930 SIGSBEE ROAD NOTES ON DRAWING A6 INORGANIC)OR 6"COMPACTED CLEAN FILL DRESSED 1.75"x9.25"LVL MATTITUCK,NY 11952 AND DECK DETAILS ON OR BANK RUN,3"MIN.COVER FOR BAR,TYP. 2.1 E 3100 BY BOISE DRAWING AS PROVIDE FOOTINGS,SLAB,OR CASCADE OR BETTER GRADE BEAM AT BOTTOM STAIR BEAR LVL ON EXISTING °0® o°p � �O�°o° FRAMING AS NECESSARY PERIMETER WALL ® oQ,� ��Q do 5-6 10„ LINE OF RAILING AT BOTH SIDES j\— rr NORTH ""O000 Qo O° 4'-8" OF FRONT DECK o� o ® 4 ------_—_--- ------- �---I-- — PROJECT dO�Q -------L, .� STAIR: I-i�-- I I I NORTH �'� a�0 0 �ll I 2R@7�r II I I III -------— 1T@10" I I I II I I I I TAX MAP NO.1000.144:1-14 W II I I I I # ISSUE/REVISION DATE D 6x6 P.T.COLUMN,TYP. I I III I I I I I II I (4)RECESSED LIGHTS I I I I I .00 FILING SET-MAIN HOUSE 10.10.2023 AT NEW DECK CEILING ' I I I I IIPROWIDE STRAPPING I LIVING ROOM I I ,r I \I I I I I i p TH IOUG OUT PER I �j RELOCATE EXISTING I I I I III C�DDE; EE A --T-- _- - MOTION DETECTOR LIGHT I I I I I I II I I I I I I III I I I I " TO FRONT OF NEW ROOF I I III 2x8 JQIST_S_@_16" I i I I I I I I II I I I 1 f- O.E., 'rye _ DRAWN BY:J.LACHAPELLE GRADE ADJACENT YARD I I I I I I I I \ �� I I I I I I I I I I n I I I I C7IF CHECKED BY:J.LACHAPELLE _---4BB--- II_ I SO THAT BOTTOM RISER IS I I I III II I UNIFORMLY 7" I I I I I I III I I I I d II - NOTE:THIS IS AN 11"x 17"SHEET CONFIRM ALL ji / II I I „ „ In I I I I DRAWINGS MAY BE PRINTED NOT TO SCALE _ - I 1.�5 x9. 5 LV112.1 E h1100 I III SWITCHING WITH --T- '-I { 1 I__ I_ I BY BOI�E CA CADEt OR I I it I _I 1 OWNER PRIOR TO 1 ®�I I N A7 I I I I BBTTERIFOR I I I it I I I A7 LaChapelle Architecture PLLC INSTALLATION ' r--i-- - - I I I I RIDGE JIOIST I I III I I I I P.O.Box 1251 II I PER R311.3.1 FLOOR ON I i III III I IIII I I II IIII IIII IIII IIII Mattituck,NY 11952 EXTERIOR SIDE OF EXIT DOOR (646)251-5058 jakealachapellear chitecture.com MODIFY AND ADD TO � CD MAY BE UP TO 8 4'BELOW --EXISTING SWITCHING X THRESHOLD PROVIDED THE CV I I I I I I I III I DOOR SWINGS INWARD I I I I I I I I I BEDROOM ENTRY -- 1I ; PROVIDE SIMPSON(OR SIM.)HANGER I I I III LINE OF D C HA, Cl.` _!I ® 1 I AT RIDGE BEAM CONNECTION FRONT OF TI (16)STEP H USE 11 II S� F -� 4LIGHTS ON PROVIDE GRACE ICE&WATER - 1 17"STEP lb \ i SINGLE SHIELD UNDERLAYMENT I I I III I I I I 1, \� D CIRCUIT --�S&--- - ASPHALT SHINGLES TO I I III I I I I I 11 I MATCH EXISTING; LAP IN NEW CLOSET SHINGLES WITH EXISTING j III I I I I �T��- 03393 OF J�-- }---I-- N (2)EXISTING SCONCES AT ENTRY k T 7 7 ^xcwrernnerucu°^x°in^ovmmemwme v°nwmcxrtemaraa°o unwrwm,a°°orrro^a ucxvrua rwcxnEervu�xunriw owvmm rerxm°ewm or�xmrmn`nr`ncinwrnvern. BEAR LVL ON EXISTING ° �wnx°urme w^mm wxxxr°v ucx.x"nuxxrtrcrvxe xuc o e°rrm^xr ma ucx^rrue n^cmrern^c rue PERIMETER WALL DRESSED 1.75"x9.25"LVL 2.1E 3100 GROUND FLOOR PLAN- BY BOISE CASCADE OR BETTER FRONT DECK EXISTING GUTTER AUGMENT EXISTING GUTTER,TYP. TRUE PROJECT SHEET NO: NORTH NORTH O SCALE:CONSTRUCTION OPLAN - HOUSE FRONT DECK O SONS CONSTRUCTION OPLAN - HOUSE ROOF (33.84°) A5mOO SHEET 5 OF 8 DECK CONSTRUCTION NOTES CAREY 1. REFER TO THE LATEST VERSION OF THE AMERICAN REFER TO DECK CONSTRUCTION RESIDENCE WOOD COUNCIL'S'PRESCRIPTIVE RESIDENTIAL NOTES AT LEFT AND DECK DETAILS 1930 SIGSBEE ROAD WOOD DECK CONSTRUCTION GUIDE'. ON DRAWING A8 MArnTUCK,NY 11952 2. ALL FRAMING LUMBER TO BE NO. 1 GRADE OR BETTER,GROUND-CONTACT PRESSURE TREATED. PROVIDE STRAPPING [GLUE-LAMINATED TIMBER BEAMS ARE ALSO THROUGHOUT PER CODE;SEE A3 °Oo o °O °� o FEASIBLE;IF DESIREABLE PLEASE CONSULT WITH ° ARCHITECT FOR SIZING.THEY MUST BE TREATED TRUE WITH AN OIL-OR WATER-BORNE PRESERVATIVE IN NORTH °° Q ACCORDANCE WITH AWPA UI. QW °�� 3. FLASH TOPS OF FRAMING LUMBER(BEAMS,JOISTS, ® oo, o°0 STRINGERS)WITH PEEL-N-STICK BITUMINOUS PROJECTNOTH PRODUCT FOR DURABILITY. 18"x 18"x 12"THICK CIP CONCRETE (33R84") 4. ALL FASTENERS,ANCHORS,WASHERS, ETC.TO BE FOOTING w/(4)#5 BAR HORIZ.IN EACH TAX MAP NO.1000444:1.14 �D HOT-DIPPED GALVANIZED OR STAINLESS STEEL, DIRECTION;BOTTOM @ 36"BELOW EXCEPT THAT FLASHING FASTENERS MAY ALSO BE GRADE ON UNDISTURBED EARTH #i ISSUE/REVISION DATE SILICONE BRONZE OR COPPER. (CONFIRM INORGANIC)OR 6" 5. ALL CONNECTORS(JOIST HANGERS,STRAPPING, COMPACTED CLEAN FILL OR BANK FAMILY ROOM oo FILING SET-MAIN HOUSE 10.10.2023 ETC.)SHALL BE HOT-DIPPED GALVANIZED OR RUN,3"MIN.COVER FOR BAR,TYP. STAINLESS STEEL. 6. BEAM SPLICES MUST OCCUR AT POSTS.STAGGER STAIR: 6-0" SPLICES WHEN COMPOSED OF TWO 2x1 OS. 3R @ 7" —_ - - - ' - 7. USE 5/4"x 6"BLACK LOCUST DECKING,TOENAIL 2T @ 10" { Ili ^ li=T=T-I-I-- MODIFY AND ADD TO EXISTING FASTENED USING THE'CAMO'SYSTEM.DO NOT OIL :_ ,1 p - �` SWITCHING DRAWN BY:J.LACHAPELLE DECKING. MIN.(2) L, / CHECKED BY:J.LACHAPELLE PER R311.3.1 FLOOR ON NOTE:THIS IS AN 11"x 17"SHEET I GHTS AT - 1- -- ~ tI -t- EXTERIOR SIDE OF EXIT DOOR DRAWINGS MAY BE PRINTED NOT TO SCALE STAIR 9 I I i MAY BE UP TO 8 4'BELOW POSTS I-------- THRESHOLD PROVIDED THE LaChapelle Architecture PLLC DN 4I 7 Si EP 1 DOOR SWINGS INWARD P.O.Box 1251 I— -----I-— —I I #� I I I EXISTING SLIDER Mattituck,NY 11952 GRADE ADJACENT YARD SO _ ____ (646)251-5058 jake@lachapellearchitecture.com THAT BOTTOM RISER IS UNIFORMLY 7" LINE OF RAILING AT BOTH ``" ' CONFIRM ALL PRIOR SIDES OF REAR DECK SWITCHING WITH SERE D ,q PROVIDE FOOTINGS,SLAB,OR OWNER NSTALLATIIONO GRADE BEAM AT BOTTOM STAIR < c� FRAMING AS NECESSARY n 5 � (2)EXISTING SCONCES AT REAR DOOR J' 03393" pQ� nuxmrwxmu[D wx[mwl [aomucx"oaxu%w[ou �Mg0[Cx[ND[3.Yi[MtloN,plDNiloxs�e[eWCUrtrt oVUOwRI! d[mll�[m1 Oex[A PxN[gA WmR[lOn OIIxC PNWCc[8T o1X[n xavRSW1110Di Tx[WWl(F C014[xT P[P"L O DaPY1 W Mf]W l tFCI W Cti[gt GROUND FLOOR PLAN- REAR DECK 0 0 TRUE PROJECT SHEET NO: NORTH NORTH ONOT USED O CONSTRUCTION PLAN - HOUSE REAR DECK (33.84°) A6mOO NTS SCALE: 1/4" = T-0" SHEET 6 OF 8 CAR EY RESIDENCE 1930 SIGSBEE ROAD MATTITUCK,NY 11952 °o ® o O o ® eo 4TUE Q4 �oo NORTH aQ a0O O � 00. O 0 O PROJECT o O�O G1Q i NORTH O (33.84R) 0 000 TAX MAP NO.1000-144:1-14 # ISSUE REVISION DATE .00 FILING SET-MAIN HOUSE 10.10.2023 l I _ 4"MIN. 12 NEW ASPHALT TILES TO MATCH Q 5 EXISTING DRAWN BY.J.IACHAPELLE CHECKED BY:J.LACHAPELLE NEW ROOF EXTENSION NOTE:THIS IS AN 11[[x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE FACTORY-PRIMED HARDI FIBER-CEMENT BOARD AT LaChapelle Architecture PLLC GABLE END;MODEL SELECTED BY OWNER;PAINT COLOR TO P.O.Box 1251 EXISTING WALL SCONCE MATCH EXISTING Mattituck,NY 11952 LIGHT FIXTURE ® ® I (646)251-5058 jake@lachapellearchitecture.com PVC TRIM COLOR TO MATCH EXISTING FRONT I a a EXISTING DOOR&TRIM I PAINTED 6"BEADBOARD AT UNDERSIDE OF GABLE OVERHANG,COLOR PER OWNER PVC-DRESSED P.T.COLUMN; COLOR TO MATCH EXISTINGIT I �P NEW FRONT DECK NEW CONCRETE FOOTPATH a ' s ti �T�c Q 03393� 0 OF N Ew I I �[,�p".RpmRm[pRpYUR�[.Np pPcxR[LNR[K[Cq[OtRBWfmWNRxfRYx[vpa0[[tt[oRYA4cNRRNP[s�A�RFn[S ORCm[6Np cx.[xceB,p[RR4pN,pRp"tRBNB B4YB[gpp[IXc[vf BYlKxw[LL[ pACxRtCNRt Kip.igBpP B[ Bvmx[RRM[I[BNh3 vRa[ ipR �[ mt 3YMRYum�N"O+Y R WI[MBffM[YWRR Z a1N L�S[MIpOI pt�"" TRY 4t</JKMRR[YLLC.BYY OcpMapx[pmf✓txxveue I EAST ELEVATION- HOUSE SHEET NO: OEAST ELEVATION - HOUSE ATOO SCALE: 1/4" = T-0" SHEET 7 OF 8 ' IF EXISTING LEDGER I CAR Y FLASHING IS INTACT BEND IT 1 BACK TO ACCEPT NEW 2) JOISTS 2x10 EDGE B&L BEAM LEDGER( RESIDENCE LEDGER AND BEND INTO 2) DETAIL'A' PLACE;IF FLASHING CAN'T BE it , ii r . r , . ,, ,r,, ,,I y , y, .y 1930 SIGSBEE ROAD SIMPSON DTT2 RE-USED THEN SELECTIVE �� MATTIrucK,NY 11952 / TO JOIST REPLACEMENT OF HOUSE. 1 / LAYOL RIM JOIST ♦ SIDING IS NECESSARY TO i / ♦ ACCEPT NEW FLASHING o o�100 o° o ao Q 0 i SIMPSON LUS28 JOIST TRUE d or' HANGER,TYP. ---1--- NORTH BAND JOIST' NOTH ` TYPICAL SECTION I PROJECT 1 33R84°) �0 O DECKJOISTS PROVIDE POLYETHYLENE(OR I TAX MAP NO.1000-144:1-14 BLOCKING OTHER WEATHER-RESISTANT RAILING NOTE: ) ® DETAIL'B' PROVIDE 36"RAILING AT LEDGER SPACERS FOR i # ISSUE REVISION DATE I DTT2 TO I ALL LOCATIONS WHERE DRAINAGE ® BLOCKING DROP IS OVER 30" e ° . ° a .00 FILING SET-MAIN HOUSE 10.10.2023 _ _ 1 ° _ LAYOUT SIMPSON COLUMN BASEW/ i.' .a•. 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STANDOFF 1 1 ♦ •I' "' �' 9 DRAWN BY:J.LACHAPELLE 34 I°°'.i• ,L M CHECKED BY:J.LACHAPELLE — /f�\ a ° I •,' 1 .1 m., a fi NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAYBE PRINTED NOT TO SCALE I I `—�J s'�-r— •' iV LaChapelle Architecture PLLC ♦ ® / ` A� 10" •�— J 4 • a P.O.Box 1251 / I Mattituck,NY 11952 ♦ /• ` STD/ \1"i is 4.• (646)251-5058 fake@lachapellearchitecture.com Nc m ♦ FR PVC RISER / 18" ` ` _ / / POST ON ROUND OR SQUARE ARE D AR PLAN VIEW _ , —, 1.01 POST DETAIL C FLARED FOOTING BOTTOM �� ACHgA DECKING (2)SDIMP2 S &A6 FOR FOOTING SIMPSON REINFORCING AND DATA -T ♦ / ♦ -i DTT2 DECKING (ONE EACH / / SIDE) SIMPSON STANDARD RAILING ATTACHMENT I C4 ® ® ® 1 I N ® ® ® ® ® ® 0339''�y0�� DETAILS ® ® ® ® ® ® ® ® 1 OF NE`N ADJUST FOR PROJECT CONDITIONS � _ i � _ I �xa.xa�aawrxa.xa�ro,rtr�xcew, rn,ww°i nan"n°e mrc�m�"ivia°o`iv«nxrw�mv vaascr raa wxsx n s vaevaaro w ur�oahocxnnars.uruw"roMMY a syva a!AaP nemrorucxavawa wx mexvvaras, rooaoonwxioixe°v°wi"°en ermxen:rmm,ronrnmvsu�nonwrnevxasm or rnwvunna,Hmxanrxcwxmwcoxs ucxnrsueaxxrtmuxevua / , / ocovrvwxraoxa ucxueiuummecruae vwe 16"MIN. DECK DETAILS JOIST RIM JOIST / ` BLOCKING Y2'DIA. BOLTS OR / ♦ / THREADED ROD W/ / JOIST SHEET N0: DETAILA '%,., NUTS AND WASHERS, i DETAIL B �. � OTYPICAL DECK DETAILS � _NP• � ` �,�'� A8mOO SCALE: 1I2 — 1 -0 _ ' —, _' _ '— , SHEET 8 OF 8