The URL can be used to link to this page

Home My WebLink About48449-Z of SOOryo`o Town of Southold * * P.O. Box 1179 0 � 53095 Main Rd Cou1a � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46033 Date: 03/14/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 495 N Parish Dr Southold, NY 11971 Sec/Block/Lot: 71.-1-5 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/01/2022 Pursuant to which Building Permit No. 48449 and dated: 11/02/2022 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 (demolition as per Southold Town Code) to existing single family dwelling, including unfinished basement, enclosed porch, deck, outdoor shower, roof terrace, attached garage and cabana (outside access only) as applied for per ZBA'#7594, dated 2/17/2022. The certificate is issued to: North Parish Dr LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-2997 ;3/11/2025 ELECTRICAL CERTIFICATE: 48449 09/18/2024 PLUMBERS CERTIFICATION: Plumb Tech 03/13/2025 i i Aut on ed ignature 001 TOWN OF SOUTHOLD A�oGy� BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • � { 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#: 48449 Date: 11/2/2022 Permission is hereby granted to: North Parish Dr LLC 9 Deer Creek Ln Mount Kisco, NY 10549 To: Demolish (as per town code definition) and construct a single family dwelling as applied for per DEC, Trustees, ZBA & SCHD approvals. At premises located at: 495 N Parish Dr, Southold SCTM #473889 Sec/Block/Lot# 71.4-5 Pursuant to application dated 9/1/2022 and approved by the Building Inspector. To expire on 5/3/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,390.40 CERTIFICATE OF OCCUPANCY $50.00 Total: $2,440.40 Building Inspector' SOl 0 Town Hall Annex . Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q cDUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North Parish Dr LLC Address: 495 N Parish Dr City: Southold St: NY Zip: 11971 Building Permit#: 48449 Section: 71 Block: 1 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Vail Electric License No: 49907ME SITE DETAILS Office Use Only Indoor IV-01 Crawl r Service Solar (— Outdoor W 1 st Floor Iv" Pool Spa r Renovation (— 2nd Floor We Hot Tub r Generator r Survey r Attic Iry Garage Battery Storage 1- INVENTORY Service 1 ph FV Heat Duplec Recpt 84 Ceiling Fixtures 51 Bath Exhaust.Fan 7 Service 3 ph F Hot Water Geo GFCI Recpt 29 Wall Fixtures 12 Smoke Detectors 10 Main Panel 200X2 A/C Condenser GeOX2 Single Recpt Recessed Fixtures 52 CO Detectors Sub Panel Minisplit 1 Range Recpt Gas Ceiling Fan 8 Combo Smoke/CO 4 Transfer Switch UC Lights 75' Dryer Recpt GaSX2 Emergency Strobe Heat Detectors 1 Disconnect Switches 82 4'LED Exit Fixtures Other Equipment: Fridge, Mini Fridge, Oven, DW, Micro, Hood, Dehumidifier, Cooktop, W/D(2) Notes: Two Story House w/Crawl Space Below Inspector Signature: X — m Date: September 18, 2024 ,Sean Devlin Electrical Inspector sean.deviina-town.southold.ny.us 495NPa rish HouseElectric ram" Town Hall Annex ��® �y� i Telephone(631) 765-1802 54375 Main RoadP. O. Box 1179 CA Ze Southold, NY 11971-0959 } - I� • MAR 13 2025 BUILDING DEPARTMENT TOWN OF SOUTHOLD Building Department Town of Southold CERTIFICATION Date: 3�/3I S� Building Permit No. Owner: NO - Ile- (Please print) Plumber: -jQ'j T (Please print) I certify that the solder used in the water supply system contains less than 2/1, f 1% lead. (Plumbers Signature) Sworn to before me this )24 day of MM Ch , 20_ j t )L\S 1 Notary Publi , k, County CONNIE D.BUNCH Notary Public;State of New York No.01BU61.85050 Qualified in Suffolk County Commission Expires April 14,2 �' OF SOUIyOIo # * TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -DATE �! INSPECTOR lieoF souryo� * # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm N�' 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: oo hAvA08, . DATE 1 INSPECTOR t ho��,oF sou yob `l � q �I q qqG� /v'.' S� l TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-7654602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND - [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ], PR,E/C/O [ ] RENTAL REMARKS: n 1i DATE f !INSPECTOR / u qq c50 U1 L4 ( `f l J /vi * # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: 9� c DATE �G INSPECTOR OE SOUIy�� _ DD * f TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTJON [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: co a/ aAu4ln� Dptl_p-� 9 Inv I/v DATE Y INSPECTOR / ho�arg SOUIyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 th gY INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]�ULATIOWCAULKING [ ] 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: tip- ot., VT�i� 1 I tN [ i OD U�(JoeJ4,C', a V F- nkD low s r,Q 6ev�. DATE INSPECTOR a0F SOUTy &9 Ll TOWN OF 9OUTHOLD BUILDING DEPT. IOU 631-765-1802 INSPECTION [ ] FOUNDATION 1STTREBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 1,,& ELECTRICAL (FINAL) [ ] CODE VIOLATION' [ ] PRE C/O [ ]: RENTAL REMARKS: 1 r DATE -8 1 INSPECTOR pF SOUIy°� Li8 L-t Y f`mil -(i s- A_ # # TOWN OF9OUTHOLD BUILDING DEPT. ��m,N 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ :] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY.- f ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) [ ] .CODE VIOLATION [ �] PRE C/O [ ] RENTAL REMARKS: DATE tee INSPECTO OF SOUTyO� - - # TOWN OF SOUTHOLD BUILDING DEPT. orm, '' 631-765-1802 I .N-SPECTI ON 'FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. {. ] FOUNDATION 2ND [ ] SUL IOWCAULKING [ ]. FRAMING/STRAPPING [ FINAL 4' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ =] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: nr. L.000, DATE INSPECTOR Building.Envelope and Duct Tightness Report 2018 IECC as amended-by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 495 N Parish Dr,SoutT (� Test Date 1/31/2025 Building Permit#: _, . �i liance Pathway Performance Test Completed by: Chistopher SilviaFB 3 2�25 T Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 Building Dopartmettt BPI# Town of Soughol'd 631-673-0664`� Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑Conditioned Basement Basement ❑Conditioned Crawl Space ist 2032 16942 2 Sealed Attic 2nd 1651 16318 *The conditioned floor area of dwelling is calculated In 3rd accordance with ANSI Z765,except that conditioned floor Attic 1918 are ncl es areas here the ceiling height is less than 5 Total Volume 35178 ft CFM @50 pa 1594.3 Air changes/hr@50 a I Code Compliance: Pass I Duct Tightness: Post Construction Test- otal buct Leakage System-1: 1st Floor Duct Location Basement ..------------------------ Floor Area 2032 Leakage CFM @ 25pa 77 CFW100 ftZ CFA 3.79 Code Compliance: Pass ' I System-2: Within Condition Space Duct Location Conditioned Space Floor Area, Leakage CFM @ 25pa n/a CFM/l00 ftZ CFA n/a Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: All building envelope tightness has been verified and,conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 IECC as amended bythie 2020•New,York,State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required,by.the 2018 I.E. as.amended by 2020 New York State Supplement,Section R403.3.4. Signature: J "r Date: 1/31/2025 Christopher.Silvia,',Home-Energy Solutions 1 1SPEC110N REPORT COMMENTS!�1 ---------------------------- - Elm FOUNDATION (1ST) 9-171 ROUGH FRAMING& PLUMBING r R t P4 0 W'INSULATION PER N.Y. WX STATE ENERGY • 1 ADDITIONAL • `� �. I ik ��S�fFOt �o TO VN Off+ SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11911-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATIOU FOR BUILDING. PERMIT For Office Use Only PERMIT NO. -TL/ Building Inspector: JEW SEP, 1 2022 Applications and forms7must`be filled out in their entirety.Incomplete,,' - applications will.not betaccepted. Where the Applicant is not the owner,an,-, BUILDING DEPT. Owner's Authorization'form(Pagel)shall be completed. TOWN OF SOUTHOLD Date: O OWNER(S).OF PROPERTY: Name: North Parish Drive LLC (John and Lynn Scott) SCTM# 1000-71 .-1-5 Project Address:495 North Parish Drive, Southold NY 11971 Phone#:Lynn (914) 414-5247, John (914) 582-1373 Email:JScott@caremount.com, lynnsusanscott@gmail.com Mailing Address:North PariSh Drive LLC, PO Box 204 .Mt. Kisco NY 10549 Name: Mailing Address: i)0 S D LA_* Phone#: - g? Email:..1'Sl�� <Ci.1-( 'DESIGN-PROFESSIONAL INFORMATION: Name: Meryl Kramer Architect Mailing Address: PO BOX 1600, Southold, NY 11971 Phone#: 631-477-8736 Email: meryl@mkarchitect.com CONTRACTOR INFORMATION; Name: Brian McGuiness Contracting______ Mailing Address:76 West Tiana Road; Hampton Bays,NY 11946 Phone#:' =k � Email:brianmc92001 @yahoo.com 'DESCRIPTION OF PROPOSED CONSTRUCTION/ ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Costof'Project: ❑Other $ 2 Million Will the lot be re-graded? ®Yes ❑No Will excess fill be removed from premises? AYes ❑No 1 PROPERTY INFORMATIONx Existing use of property: Single Family Residence_ Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_4 this property? ❑Yes ®No IF YES, PROVIDE A COPY. B:'Check;Box.After Reading..'The,owner/contractor/d% esign professional ls'responsible'for all drainage aed storm Whaler issues as provitletl by Chapt¢ti,236 ofthe To3wnCoc{e APPI(CATION IS HEREBY MADE to'the Budding Department for,the issuance of a Building Permit pursuant to the.Bwidmg'Zone „Ordinte of theTown of Sou�thold,;Suoik,Co�intyyNew York and other applicable Laws,Ordinances or"Regulations,,for the construction of buildings;_ additions alteratibins t:for removal or^demolition as herein described.The,apphcan't agrees to comply with all applicable laws,ordinances,building code; F duping code and regulations and to adinit auth�ori ed inspectors on premises and in buil iing(s)'for necessary inspections False statements mane herein�are, - u is pur fishable as a Class A misdemeanor pursuant to Se'ctiori 210A5 of the New'York state Penal Law. e Application Submitted By. print name): M 1 Kramer BAuthorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF suffinl ) Qualified in Suffolk County Commission Expires April 14,28a KfA-414Wbeing duly sworn,deposes and says that(s)he is the applicant (Name of individua signing contract)above named, (S)he is the &^*r (Contractor,Agrnt, 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 ik � ,20Q a.. ayyif L Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 I i ohs°fFojK�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov' i*F Date Received ; APPLICATION FOR BUILDING PEROPPi R V` AI[ i _ For Office Use Only iy J PERMIT NO. Building Inspector: l � Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUR,DING DES" • TAB;="'4 (i, V 6' Date:August 2 , 2021 OWNER(S)OF PROPERTY: • Name: John and Lynn Scott sum#i000-71. - 1 - 5 Project Address: 495 N Parish Dr ; Southold, NY 11971 Phone#: 914 582-1373 Email:jscott@caremount.com Mailing Address: 9 Deer Creek Lane, Mt. Kisco, NY 10549 CONTACT PERSON: Name: Meryl Kramer Architect Mailing Address: PO Box 1600, Southold, NY 11971 Phone#: 631 477 8736 Email: meryl@mkarchitect.com , DESIGN PROFESSIONAL,INFORMATION: Name: same Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: TBD Mailing Address: Phone#: Email: .DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $1,500,000 Will the lot be re-graded? ®Yes ONO Will excess fill be removed from premises? ®Yes ❑No 1 , PROPERTY INFORMATION Existing use of property: Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R=40 P� this property? Dyes ®No IF YES, PROVIDE A COPY. { . a#% ' • 8,Check Box After Reading:;Th xke•o ner/: tr ctor/ e`sign 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 i)s herein described.The applicant agrees to comply with all applicable.laws,ordinances,building code, housing code and regulations and to admit'authoriYed 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. Meryl Kramer Application-Submitted By(pr' t name): I@Authorized Agent []Owner Signature of Applicant: Date: S •2 . 2 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No,01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2d 3 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn�b�efore me this a'`V day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) **See attached Owner Authorization** I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ( I t M E. R Y L K R .A M E R a r c h i t e c t U 260 HORTONS LANE POS.T OFFICE' BOX 1 600 SOUTHOLD, NY 1 1 9.7 1 6 3 1 = 4 7 7 ,-8. 7 3 6 m k e r c h i t e c Q - r n m i LETTER OF AUTHORIZATION �. John-'and Lynn Scott 9..Deer Creek.Lane Mt. Kisco, NY 10549 We hereby authorize.MERY,L KRAMER ARCHITECT to.:act as our agent in Obtairiirig:all.permits required by-the TOWN OF.SOUTHOLD,SUFFOLK COUNTY AND-NEW.YORK STATE for the renovations and additions at 495 N. Parish Drive,Southold, NY 11971(SCTM.1000-71.-17 5). Owner Date i Owner Date . FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 25, 2021 TO: Meryl Kramer(Scott) PO Box 1600 Southold,NY 11971 Please take notice that your application dated August 4, 2021: For permit to: demolish(as per Town Code definition) and reconstruct a single-family dwelling at: Location of property: 495 North Parish Drive, Southold,NY County Tax Map No. 1000 - Section 71 Block 1 Lot 5 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 28,792 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring 20,000-39,999 square feet in total size require a combined side yard setback of 35 feet. The construction will have a combined side yard setback of 34.3 feet. Authorized na 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. VILeslie Kanes Weisman,Chairperson BOARD MEMBERS . Southold Town Hall �F SCUT 53095 Main Road P.O.Box 1179 �� y�. Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex,/First Floor, Robert Lehnert,Jr. : ; �O • iQ. 54375 Main Road(at Youngs.Avenue) G Nicholas'Planamento . 1,p 0 Southold -N YVED unm,� ' t �- http://southoldtownny.gov .D . ZONING BOARD OF APPEALS F E 3 .2022 �. .. TOWN OF S.OUTHOLD VAR-6. 1 4 2022 r Tel..(631) 765'-1809-.Fax(631)765-.9064 SOlJtI10Id.TOWI1.GleflC:_ �•` 1T m JI'r'=mayN IriNDINGS DELIBERATIONS.AND DETERIVIINATION . t<r}s "1 -..MEETYIN .OF FEBRITAR ..17 202, ZBA FILE:.#.7594 . NAME OF APPLICANT: John and Lynn Scott PROPERTY,LOCATION: 4.95 Parish Drive(Adj.to Peconic Bay).Southold,NY: ..SCTM#l000-71-1-5 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 steps under;SEQRA: ::.._ -.... _ ---- - SU' K COUNTX ADMINISTRATIVE CODE: This.application.was teferred as required under the Suffolk' County Adminstrative Codp Secttois A i:4 14 to A 14;25 and the Suffolk Coun De artment of Planning issued :_ . . ty p its rep lydated gctober 19, 2021 stating that this:apphcation rs-considered a`matter.for local determination as there.:; appears'to be no signif cant county-wide or mter;cornmuoty;impact LW RP DETERMINATION'. This application was referred for review under Chapter 2-0,; Waterfront Consistency review of the Town cif Southold Town Gcsde and the Local Waterfront Revrtalizahon Program (LWRP) Policy ds Standar The LWRP Coordinator issued a reconmendahon:dated January 31,2022 Based upon the information provided on ffi LWR1?.Consistency Assessment:Form submitted fo this department;1a weli as the:records available, tt'is rec mrnerided that the:.proposed action is Tb1CONSTSTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. This reeommendaton..is based upon. . 1.• The applicant.proposes increasing the grade by 1 foot-using-50 CY of fill:seaward of the.residence.. How-. will the grade change affect adjacent properties? 2... The applicant,proposed to raise the grade level landward of the residence by 2.5 feet with 125 CY of fill- . This is a large amount. How will:the grade change affect adjacent properties?'. 3. The action is not supported by Policy 4. The wood.deck extension structure is proposed to.be located within a F_EMA Flood Zone X, Structure in flood zones should be minimized to avoid future'loss and damage. . . However, since the application will reduce existing non-conformities and must obtain approval from the Board of Town Trustees,the Board of Appeals now fnds.the proposed action to be CONSISTENT with the LWRP PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 28,792 square foot waterfront parcel located in the R-40 Zoning District..The northerly property line measures 100.00 feet and is adjacent to.North Parish Drive,the westerly property line measures 312.83,the southerly property line measures 107.36!and is adjacent D, to Peconic Bay, and the easterly property line measures 237.77 feet. The parcel is currently a frame.two-story dwelling with an attached-enclosed.porch leading to a brick patio. 'There is a detached two-story two car garage located landward of the dwelling as shown on the.survey map prepared by Kenneth M. Woychuk,LS and last revised April 1, 2021. i V ` Page 2,February 17,2022 #7594, Scott SCTM No. 1000-71-1-5 BASIS OF APPLICATION: Request for Variance from Article XXIII, Section 28.0-124; and the Building Inspector's.August 2.5, 2021 Notice of Disapproval based on.an application for a permit to demolish (as per Town Code definition) and reconstruct a single-family dwelling; at. 1) 'located.:less.than:the. code minimum-required .combined side yard setback of 35 feet; located at: 495 Parish Drive, Wi. to Pe.conic. Bay) Southold, NY. SCTM#1000=71,-1-5. RELIEF REQUESTED: The applicant.requests a variance to demolish(as per Town Code def nition)and reconstruct a:single-family dwelling which requires,a combined side yard setback of 35 .feet. The construction will have.a combined side yard setback of 34.3 feet.- Site Plan drawings were prepared by Meryl,Kramer,Architect and last revised November 17, 2021 showing proposed new walls and walls:that will remain during construction. ADDITIONAL INFORMATION: In 2005, Case No. 5672 was granted relief to construct a dwelling addition with. a nonconforming minimum side yard setback of 29 feet. The original surveys associated with this applicant's request shows that in 1983 the dwelling construction was approved without variance.relief. Southold Town Board of Trustees approval will be necessary and the applicant will also remove the old septic system in order to install a new Innovative Advanced (I/A) Sanitary System to be approved by the Suffolk County Department of Health.. A member of the public asked that the subject property owner maintain the existing trees for screening. FINDINGS.OF.FACT/REASONS FOR.BOARD.ACTION: The Zoning Board of Appeals held a public hearing on this application on February 3i 2022 at.which time written and oral'evidence:were.presented. Based upon all testimony; documentation,personal�nsp.ctiomof the'property ... . and surrounding neighborhood, and'other,evidenc'e,the Zoning BQard::finds the followmg`facts to be true:and. ;re`levant and rriakes the following,findings 1 .To wn:Law.a267'b(3)f b)(1) Giant of:the'variance:will not produce aan undesirable change in the character of. the neighborhood or a:detriment to.nearby.properties The proposedrenova6i would actually result in an merease rn fhe a is total side yard`setback from,33 to 34 3 feet;a 1 square foot coiner of the existing dwelling foundation to remai would maintain ifg 1,9 footsetback from:the easterly side lot line,where 19 7 foot setback:woa e needed to achieve the required total side yard setback of35 feet..The project will create no new noneonforinities,and fact. . . reduce the degree of.exist ng total side yard setback"non' Onf( and Tl e applicant is. seeking 'structural 'and architectural design improvements that will.modernize and increase the efficiencies of the dwelling and resolve structural:deficienei'es arid.leak-prone areas of the roof-and allow for.the,installation of the second-floor windows that will open up water.views that are currently precluded by the existing roof design. .The least disruptive way to achieve these.changes is to remove the:existing roof and paftially.reconstruct the.first and second floors,leaving some walls and the existing deck and foundation in place and intact. Since the.nearest.comer:of the existing.foundation is positioned 19 feet from the easterly property line, it would not be possible to achieve'the:required total side yard setback code required 35 feet without a complete demolition. Several of the existing neighborhood properties are undersized developed properties with nonconforming total.side yard setbacks. Ten of the developed bayfront properties have the same 100 foot width as the subject parcel. 2. Town.Law 4267=b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,.other than an area variance because of the location of the existing.foundation.The design . submitted seeks to:achieve a decrease in the existing total side yard setback nonconformity and minimize the variance relief necessary. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 2% relief from the code. However, the 2% relief is needed to maintain a 1 square foot corner of the dwelling within the required 35-foot total side yard setback. The proposed setback represents a 1.3 foot or nearly 4% increase to the 1 Page 3,February 17,2022 #7594, Scott SCTM No. 1000-71-1-5 existing nonconforming total side yard setback of 33 feet,which was legally established when the dwelling was built in 1983. 4. .Town Law 4267-b(3)(b)(4). No evidence has been submitted.to suggest.that a variance in this residential ,community will have anadverse-=impact-on the-physical or eenv'irohm&ntal-conditions-in the neighborhood. The existing wetlands setback of 62 feet to the dwelling will be maintained�and no additions will encroach on that setback. The applicant must comply with Chapter 236 of the Town's.Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning,Code was"in effect and it is presumed that'the applicant had'actual or constructive.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 reconstruction of the present dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors.and applying the balancing test under New York Town Law.267-B,motion was offered by Member Acampora, seconded.by Member Dantes, and duly carried, to. GRANT the variance as applied for, and shown on the Site Plan prepared by Michael Martinis, LPE, last revised September.19, 2021 'and.Archiie..ctural.Plans.($heets A-100 to A-103.:and A-200 and A=201).:prepared by Meryl Framer,Architect, last revised November 17,2021 SUBJECT TQ TIiE`F.OLLOWIN.G CONDITIONS: .. . . . 1 The applicant.shall obtain a'Wetland Permit ftom the Southold Town Board of Tru$tebs. 2... The.apphcanf shall install an Innoyarive Advanced 0YA) Sanitary System approved by the Suffolk:County . 'Department', f Health, 31 Prior to:receiving a buildip per"it,:the'owner(s)of the.subject property cited herein must sign astatement acknowledging. a.That the app_hcant(s)have•read this dotermYnation and understand the limits of the variance relief granted herein;. b. That the applicant(s)understand that the Building Department.has determined that the.proposed project is a demolition'. def ned,by Section 2:8Q`-4 of the Town Cgde:as;,"any removal of a.s."ctute or.portion . thereof, where the total cost of aha recoistruction:o€the structure or portion thereof exceeds SO4/o Qf the market value-of the-existing structure-before the.start of removal;" and agrees o. immediately contact the Building Department ifany construction,either anticipated or undertaken,exceeds the scope.of the approvals granted:herein.as,shown.in,the architectural plans, site.plan and/or and,survey cited:above;;,or:the.issued building permit; c. That.the. are aware that the Zoning Board of Appeals retains jurisdiction until the;issuance of . the Certificate.of Occupancy and has the right, after a public.hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions; pursuant to Article XXV, Section 280-141 of the Town Code. This approval shall not be deemed effective until the required conditions have been met.At.the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 4, February 17,2022 #7594, Scott SCTM No. 1000-71-1-5 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. A_ny deviation froM the-survey, site plan-and/or architectural-dr-awings cited in-this decision wilt resulrin delays. and/or a.possible denial by the Building Department of a building permit, and.may require a new.application and .public liearmg.before the Zi ahingBoard of Appeals. Any deviation from the variances) granted.herein:as shown on the architectural drawings, site,plan and/or survey cited above, such as alterations, extensions,.or deMolitions,.are'not.authorized under.this application when involving nonconformities under the zbning code T his action does not aiithorize or condone"any�current or future-use,setback or other feature of the subjectproperty that`may.violate.the:Zoning Code,.other.than.such uses,:setbacks and other_ features as are expressly addressed in*ihis action. IMPORTANT"TIME LIMITS ON THIS APPROVAL. Pursuant.to Chapter 280-14.6(B) of the Code of the Town of`Southold any variance granted by the- --hoard of Appeals shall become null and void where a-Certif cafe of Occupancy has not been procured, and/or a subdivision.map has not been filed with the Suffolk County Clerk.within three 3. ears from:the date-mch-varian-ce-was ranted-.--The Board-ofA eals-ni tt on written. g PP . � Y�. P... ._ request prior to the date of.expiration, grant an-extension not to)exceed three (3) consecutive one (1)y"ear.terms-. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE..i COMPLIANCE WITH TI3E CODEREQtWO TIME FRAME DESCRIBED HEREIN. Vote of the Board: Ayes:Members Weisman(Chairperson) ]antes,Acarnpora,,and Planarnento. This . Resolution was duly:adopted 0: 0) (Member Lehnert absent) slie Kaiies Weisman;Chairperson Approved for filing y/ /2022 ]I I �'fF0(4 20NING BOARD OF APPEALS Town Hall Annex, 54376 Route 25 P.O.Box 1119 Southold,New York 11971 0959 Fax(631)765-9064 Telephone(631)766-1809 ZBA FILE: #7594 NAME OF OWNER OF SUBJECT PROPERTY: .JO.HN AND LYNN SCOTT PROPERTY LOCATION: ' 495 Parish Drive; Southold,IVY DATE OF ZBA DETERMINATION: February 17,2022 i. PROPERTY OWNER'S STATEMENT Uwe,the undersigned,am/are the owner(s)of the property cited above and acknowledge that I/we: 1. have received and read ZBA determination.number: #7594 Dated:February 17,2022; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as de,fined by Section 1804 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope ofthe approvals granted herein,or fhe issued building permits; 4:. know that.the-Zoning Board of Appeals retains,jurisdiction until"the issuance of the Certificate of Occupancy`and has the A lit,:after a public i eanngi. o,mo`ddy,suspend or revoke such.approvals or any term.or.condition thereof.or to impose thereon.one or more new conditions,pursuant to Article XXV,Section.280.141 of the Town.Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the- Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s). .,1 0.tv,.,_ _ _ ..-C_o l I �o l l Signature of Owner(s) li- :.. ..- -. ._...Dated:• !. 3 l •Z O Z2._- Dated: Sworn to before me this day Sworn to before me this day, of irj\c 20 a-2'F- of 20 Public Notary Public PATRICIA A TIPA NOTARY PUBLIC-STATE OF NEW YORK No.01T16170206 Qualified in Westchester County My Commission Expires07-02-2023 ► ` . . f rOd��1�F0• X�µ�� ZONING BOARD OF APPEALS K Town Hall Annex, 543,76 Route 25 ` P.O.Box 1179 Southold, New York 11971-0959 ►, .^'E'" Fax(631)765;9064 ZBA FILE: #7594 Telephone(631)765-1809 NAME OF OWNER OF SUBJECT PROPERTY: JO�_AND LYNN.SCOTT. PROPERTY LOCATION: 495 Parish Drive, Southold;NY DATE OF ZBA DETERMINATION: February 17,2022 PROPERTY OWNER'S STATEMENT I/we,the undersigned,am/are the owner(s)of the property cited above and acknowledge that Uwe: 1. have received and read ZBA determination number: '#7594 Dated:February 1'7.2022; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if-a demolition,as defined by Section 280-4 of the Town Code,occurs during.construction,or any construction-.undertaken in any other way exceeds the scope of the approvals granted heren,'or the issued building.permits;. 4. know that,the Zoning Board of Appeals>ketaa> s ;uri' nct><on until:the>Issuance of the Certificate-of Occupancy and has the night,after a pubhc:hearmg<to mod><fy suspend or revoke such approvals or any term or condition thereof or to impose thereon one or:more new conditions,pursuant to Article�X mse'ction 280-.141 of the'Town Code; 4 5. must.submit a signed and notarized copy of this statement must be submitted to both the. Office of the Zoning Board of Appeals and the Building Department prior to my/ou'r applying for a.building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of.Owrer(s)._ L�/✓1.�. S C �. �7 Signature of Owner(s) _ .Dated: 3 I � � � y 2 Z Dated: Sworn to before me this day Sworn to before me this day of ,20. of 20 pp _ Notary Public Notary Public DOREEN F.CARAVELLO NOTARY PUBLIC-STATE OF NEW YOM No.OICA6170202 AusIffles In Westchester CounW, My Commission Expires 07-02.2023 i' BOARD OF SOUTHOLD TOWN TRUSTEES f,.. SOUTHOLD,NEW YORK PERMIT NO. 10124 DATE: APRIL 13,2022 ISSUED TO: JOHN&LYNN SCOTT- PROPERTY ADDRESS: .495 NORTIVVARISH.DRIyC.SOUTHOID., SCTM#: 1000-71-1-5 ' AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ' accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 13,2022,and in consideration of application fee in the sum of$250.00 paid by John&Lynn Scott and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to partially reconstruct,alter, and renovate existing 1 & 2 story dwelling and appurtenances as follows(project meets Town Code definition of demolition):partially reconstruct,in-place(i.e.,provide new roof and partially reconstruct existing walls over existing deck/foundation, to remain), approximately 848sq.ft one-story portion of dwelling and 1,081sq.ft. two-story portion of dwelling; remove 56sq.ft. portion of dwelling; construct ' 439sq.ft.waterside porch(within existing footprint of 514sq.ft.porch),with 5.5'x6.6'steps;construct onto one-story portion of dwelling a 16sq.ft.one-story addition,22sq.ft, one-story addition,and 283sq.ft.deck addition with 71x7' hot tub and 3.2'x4.1' steps; construct onto two-story portion of dwelling a 37sq.ft. covered porch entry and a 128sq.ft. 1 &2 story addition in place of existing second floor enclosure/overhang and roofed-over patio; relocated basement entrance and construct 30sq.ft.stoop and 5.41x8.4' steps; remove garage overhang, renovate.garage and install 104sq.ft. stone apron in place of concrete apron; install 336sq.ft. pervious gravel patio, 222sq.ft. pervious . patio,86sq.ft.masonry patio,4'x8' outdoor shower over stone pavers,various stepping stones,and concrete HVAC ; n pad; place and grade approximately 50 cubic yards clean fill to raise grade up to one (1) foot, on waterside of ' dwelling; install 142 linear feet of masonry retaining wall (max. 3' high), along westerly property line; remove , r existing trellis,timber retaining walls,and steps,install 30 linear feet of masonry retaining wall(max.IS high),and place approximately 110 cubic yards clear fill to raise grade up to 2.5', on landward side of dwelling;remove driveway and install new pervious gravel driveway with 396sq.ft.parking areas;remove existing conventional septic l � system and install new I/A sanitary system, install stormwater drainage system, abandon drinking water well; remove overhead electric service, replace buried LP tank and generator, and install public water service, buried electrical service,and closed loop geothermal filed; remove and replace in place 41x6'wood landing and 4'x6'wood 1 steps to beach;and to establish and maintain area seaward of dwelling as a non-turf buffer area;and as depicted on - the-site-plan prepared-by-Barrett—Bonacci-&-Van Weele,PC;last-dated-March-24;2022-and-stamped-approved-on April 13,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these i presents to be subscribed by a majority of the said Board as of the 13th day of April,2022. 4 O�Og11F0� - Awft y _ S Glenn Goldsmith,President rQ `; �U� : - Town Hall Annex A. Nicholas Krupski,Vice President �V`' ®f,' '; 64375 Route 25 �` ;<3. P.O.Box 1179 Eric Sepenoski ' Southold,New York 11971 Liz Gillooly sue':, :; Telephone(631) 765-1892 Elizabeth Peeples i Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 18, 2022 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: NORTH PARISH DRIVE, LLC 496 NORTH PARISH DRIVE, SOUTHOLD SCTM# 1000-71-1-5 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 17, 2022: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#10124 from John & Lynn Scott to North Parish Drive, LLC, as issued on April 13, 2022. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees b i Glenn Goldsmith,President s®t/�� Town-Hall Annex ®A. Nicholas Krupski,Vice President ,L® �® 54375 Route 25 P.O.Box 1179 Eric Sepenoski8 Southold,New York 11971 Liz Gillooly �a Elizabeth Peeples ® Telephone(631) 765-1892 Fax(631) 765-6641 MUM BOARD OF TOWN TRUSTEESU JAN 3 1 2025 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2170 C Date: August 28,2024 THIS CERTIFIES that the partial reconstruction, alteration,and renovation of existingi 1 &2 story dwelling and appurtenances as follows(project meets Town Code definition of demolition):partial reconstruction, in-place(i.e., new roof and partial reconstruction of existing walls over existing deck/foundation,to remain),approximately 848sq.ft. one-story portion of dwelling and 1,081sq.ft.two- story portion of dwelling;removal of 56sq.ft.portion of dwelling; construction of 439sq.ft.waterside porch(within existing footprint of 514sq.ft.porch),with 5.5'x6.6'steps,construction onto one-story portion of dwelling a 16sq.ft.one-story addition,22scft. one-story addition,and 283sq.ft.deck addition with TxT hot tub and 3.2'x4.P steps,construction onto two-story portion of dwelling a 37sq.ft.covered porch entry and a 128sq.ft. 1 &2 story addition in place of existing second floor enclosure%overhang and roofed-over patio;relocation of basement entrance and construction of 30sq.ft.stoop and 5.4'x8.4',steps; removal of garage overhang, renovation of garage and installation of 104sq.ft. stone apron in place of concrete apron; installation of 336sq.ft.pervious ravel patio,222sq.ft.pervious patio,86sq.ft.masonry patio,4'x8'outdoor shower over stone pavers,various stepping stones, and concrete HVAC pad; placement and grading of approximately 50 cubic yards clean fill to raise grade up to one(1)foot,on waterside of dwelling; installation of 142 linear feet of masonry retaining wall(max. 3'high),along westerly property line,removal of existing trellis,timber retaining walls,and steps, installation of 30 linear feet of masonry retaining wall(max. 1.5'high),and placement of approximately 110 cubic yards clear fill to raise grade up to 23, on Iandward side of dwelling; removal of driveway and installation of new pervious gravel driveway with 396sq.ft.parking areas;removal of existing conventional septic system and installation of new UA sanitary system,installation of stormwater drainage system; I abandonment of drinking water well;removal of overhead electric service,replacement of buried LP tank Avr&gene and,installation of public water service buried electrical service and closed loop geothennal t e ;removal and replacement in place of 4'x6 wood Ianding and 4'x6'wood steps to beach; and establishment and perpetual maintenance of area seaward of dwelling as a non-turf buffer area, At 495 North Parish Drive,Southold Suffolk County Tax Map#1000-71-1-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 1,2022 pursuant to which Trustees Wetland Permit#10124 Dated April 13,2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the partial reconstruction, alteration,and renovation of existing 1 &2 story dwelling and 2 story dwelling and appurtenances as follows(projas follows(project meets Town Code 1 1 definition of demolition): partial reconstruction, in-place(i.e.,new roof and partial reconstruction of existing walls over existing deck/foundation to remain) approximately 848sq.ft.one-story portion of dwelling and 1,081 sq.ft.two-story portion of dwelling, removal of 56sq.ft. portion of dwelling; construction of 439sq.ft.waterside porch(within existing footprint of 514sq.ft. porch),with 5.5'x6.6' steps;construction onto one-story portion of dwelling a 16sg.ft.one-story addition,22sq.ft.one-story addition,and 283sq.ft. deck addition with TxT hot tub and 3.2'x4.1'steps;construction onto two-story portion of dwelling a 37sq.ft.covered porch entry and a 128sq_ft. 1 &2 story addition in place of existing second floor enclosure/overhang and roofed-over patio-,relocation of basement entrance and construction of 30sq ft stoop and 5 4'x8 4'steps• removal of garage overhang renovation of garage and installation of 104sq.ft.stone apron in place of concrete apron; installation of 336ss .ft.pervious gravel patio,222sq.ft. pervious patio 86sq.ft.masonry_patio,4'x8'outdoor shower over stone pavers,various steppingst`ones, and concrete HVAC pad; placement and grading of approximately 50 cubic yards clean fill to raise grade up to one(1)foot,on waterside of dwelling; installation of 142 linear feet of masonry retaining wall (max.3'high),along westerly_property line;removal of existing trellis,timber retaining walls,and step installation of 30 linear feet of masonry retaining wall(max. 1.5'high),and placement of approximately 110 cubic yards clear fill to raise grade up to 2.5',on landward side of dwelling;removal of driveway and installation of new pervious gravel driveway with 396sq.ft.parking areas, removal of existing conventional septic system and installation of new I/A sanitary system, installation of stormwater drainage system abandonment of drinking water well,•removal of overhead electric service, replacement of buried LP tank and generator, and installation of public water service, buried electrical service,and closed loop geothermal filed, removal and replacement in place of 4'x6'wood landing and 4'x6'wood steps to beach,and establishment and perpetual maintenance of area seaward of dwelling as a non-turf_ buffer area. The certificate is issued to NORTH PARISH DRIVE LLC owners of the aforesaid property. JL 4AW,-ZY Authorized Signature NEW YORK-STATE DEPARTMENT OFE NV1R0NMENTAL"CON$t RVATION OWN Facility DEC ID 1-473840390 PERMIT Under the Efivilr6nmental Cons6rVa.fi6n-L4* C-1) Permittee-andFadlity informaifon Nrhiit Issued To: NORTIA PAMS.1-1 DRIVE'LLC 'NOWM PARISH DRIVE 1,LC PROPERTY' PO BOX 204. 495 N PARISH DR110.00-71-.1-5 MOUNT KISCO,NY 10549-0204- SOUTHOLD.,.NY- 1101 (914)..582-1373 Facilit3r Application Contact: EN-CONSULTANTS 1319 N SEA RD. SOUTH- AMPTON,NY.]1968 Fpzflity Location: in SOUTHOLD in S.UFFOLY,COUNTY Facility Prift.pipal Refefefic&Point: '-NYTM--1.:-�; 717.539 NYTM-.N: 45.47,697 Latitude: 4003..05.2" Longitude! 72`2441 A" Project Location: Adjacent-to.Peconib'Bay. Authorized Activity: Renovgffib/partaliv.recohstructand'cdnstftirt-tkdditions to th6 exJsting'two.-story single.fiunily-dwelling and garage.Replace and install patios and decks,Abandon the existing-sanitary systehi acid install a he*I/A OWTS.R-bcoifigqre-and exbaiid the existing pervious dfiv'eway-apd parking.areas and place.clean fill."Inst0l.retaining.wall.9,stepping stones;a closed!bog g0othdr-hial .syAqig(n6 pgrnpih9'Qf groundwater), and.otfieroncillaiy:structures..Alf work-shall be done in . bec&dancdwitli the plans byBai-t-ot.t.Bonacoi-&' Van Weele;PC last revised 5/1.6/2022, and stamped NY9DEC.Approyed-on 6/1-9/2022. Permit Authorizations Tidal Wetlands"Under Article.'2$ Permit ID 1-473.8-00390/00005 Xew Penuit. 'Effective.'Date; 6/29/2012 Expiration Date: 6/29/20.2.7 Page I of 6 Aft NEW' YOkK STATE DEPARTMENT OFE NWRON9ENTAL4 0jN$ERV.XT10.N. 'Vow Facility DEC ID 1:4 3"0390 NYSDE.0 Approval By acceptance of this permit,the P' 6fmitt6p-agrees thAfthd perinit'is rionti a' t.UpQii.�trift. n en compliance-with the ECL,all-ap 25 : applicable`regulations, and all conditions included as.part of this *r' J out. Permif AdministTaton.SUSAN.ACKERMAN,Regional Permit Administrator Addtessf NYSDEC-Region I Headquarters SUNY @.$-ton Tp'kl5p circle Rd -St.ony Brook 11101341019 Authorized Signature: Date /7_0� . Distribution List EN-'.CQN8ULTANTS' MAfi' Habitat Proted ion . 4e Habitat . . : t' Environmental Permits rer'm' it COM-P 4)0164ts. NATURAL RESOURCE PERMIT CONDITIONS" GENERAL.CONDITIONS,A-PP.L;Y TO:ALL.AUTHOFjZW P.JERMl rs NOTIFICATION OF OTHER PtRMTTTEE OBQGATIONS NATURAL RESOURCE PERMIT-CONDJTIONS-- Apply. to 1the.Following Permits: TIDAL WETLANDS. . . .. & I 1. No.tice.of Commencement At least-48.ho.0 :Pdor tQ:commencement of the pr9jeQf,-the e p.ernut-tee-. h ic on-and coiitract6t-shail'.sign and-return-th-d"top portion ofth&-dnclo d. otifati forincertifyirig.tbat they are fully aware of'an0' understand-all terms i.alyd.conditions. f this o -permit. Within 30 days-of completioji bfptbj�i6ti.the bottom portion bf 11i.6fdnii must 6190:4e sided and returned,.along with photographs-of the completed work,' 2. Post.'Pcrmjtj$iagp The permit sign enclosed with-this permit.sball be:posted in a conspicuous cuoug location on the worksite and adequately protected ftom.tlioveaftr, 3. Conformance With Plans All activities authotizea by-this permit-inust be.in strict.conformance with th-eapPr.oved-platig.subiniitedbythiz:applipaiii.orapplicant'sagerit.qs part'of the.pgrujit application. Such approved plans were prepared by Barrett Bcinwdi &V=-W&16- PC-last revised 5/.16/2022.,and stanjped N-YSDEC Approved on 6/29/2022. P;igc 2.of 6 N)C,;W VOR. STATL DEPARTMENT"OP ENWAONMgNTA�C,()N8EJXXiATI0N W WWI Fad.lity DEC ID.1-4758-00390 4. -St6rage of Equipment,Mater.ials The storage-of construction.equipm5--pt and rnaterials-shall be. confined xvitliin the project work area Mid/or upland areas greaterthaiy 75 lin6airfebt frdm'th-d.--tiddl' wetland boundary. ,5. lii§tAlj,Maintain Erosion Controls Neces§ar'y erosion,control:measums.Ie., straw-bales-,silt fencing,eta., are to.be.placed on the dqwnslope:edge of any disturbed area. This.s6diment barrier into be pgt ib pldee-befote any dlstuOaD&pf thQ.ground occurs and is fo be maintained in good and functional coriditioh-umil ifikk vegetative.-cover is established: 6. Maintain E rosion Controls All erosion control devipes shall:be maintained.in good and functional condition-until the prqJta-ha§-been a6rnpI&tdd Arid the area-has been stabilized. 1. Contain!Kxpqnd-,StockpiledAll disturbed: where. will temporarily Soils exposed.-or Stockpil-ed.for l6ng0f than 48 hours`§h4ll be tqftfaiwd by-a continuous.line of slaked hay.'bdles/silt curtains(or other.NYSDEC approved devices)placed on the seaward-side between-the fill-and the wetland or protected,buffer.area.. Tarps:are authoriked to supplement these:4pproved methods. 8. Authorized Inn'ovative/Altekniff0b Onsite Wast�.watpr. Treatment Sys�toms'(IIA OWTS) Septic Systems. This permit authorizes the installation of any models of I/A 0 W. TS-septic system vhich have 1!e ceived the.approval-.of-ft Suffolk County Dqpjarinleift of Health Services(S.CDHS). 'If.SCDHS rescinds its approval.of one or inote of-these rhodels during the term ofthis terrni�.T)EG will no longer -approve iiew-install.ations of-that.model. The'l i st-of IIA OW.TS systems-which haveye.ceived approval by SC-DHS are.foiand'on the Suffolk County Website-tinder the Reclaim Our Walet-Homeowner'sdction Overview of PtovisioIri,,flly-Approved TechhQlogies. 9. Maintenano of Installed InnovatiVe/Alternative Onsite W, a' ste-wAter Tredtmekit SyAoxfts.(I/A -OWT-8). The pqqniftee:.must:rftaintMn,service-Mid repair the installed FA-OWT$-.-,*in accordance with the-niaifttenance schedule.96t forth in the Suffdlk,Courfty'Dep;4rtinent of Health Services(S.C.DH$) permit issued.for the.system. 10. 'RrWeWay/Pa�rking Area ofN-rViput.Matetial. Driveway and pqrk-ijig,areas shall be constructed tructed of N.Y$D'EC-approved pervious'Maienils. -i i. Runoff Di.r.pet0d to'IQ'Rland Drysv'ells Roof runoff shall be-direagd.io drywells as.per-theplans by Barrett Bonacci.&Van W-6ele,PC last revised 5/16/2022,and stamped NYSDEC 6/2-9/2022, prove 12, .Clean.Fill Only All fill shall consist of clean sand,-gravel,-or.toil (not asphalt, slag,ftya'h,broken concrete or demolition debris). 13. DePa.rtment Jurisdie.tion Thedepailm t_xet.ainsiurisdipton ofallregulated lands.where fill'has j been permitted. Placom6it'of-fill shall not be used.td Alter-lbe-Adpaitnieftfs Tid:dl Wetland jurisdictional area at the-projgct site. The.area remains a regulated area subject to Tidal Wetland Land Use restrictio ns of 6-NYC-R,,.R.Part 661. .14. Concrtte Leachate During construction,no wet-or fiesh concrete or leachate shall be pllowpd fo escape-into any-Akeflands.:or waters of Now York State, nor shall-washings from ready-mixed concrete. trucks'ridxers, oibtliefidevicds be-allbwed to eftfor'any-wetland or waters. Onl�.Watertigljt or waterproof forms.shall be used. Wet concrete-shall.not be-poured to displace water within the-"forms. Yagge 3 of_6 came NEW'YORk STATE, DEPARTMEN7.OF ENVIRONMENTAL CONStRVA_'TION- V Bei oiy DEC ID 1-473SM6390. is. No Disturbance to'V*.tated-Tidal Wetlands There shall be no-disturbance-to vegetated 6dal wetlands or protected buffer areas as,A result.of the.per-mitted activities. u.. Incidental Disturbance to Vegetation. It is thercsponsibility of the applicant to.remedy any inbidental disturbances resulting.Id* damage or removal Of wetland vegetati'on. Upon.completion,of construction activities"any disturbed.greas-shall be planted with.the.appropriate marsh vegetation. Pleak contact the Bureau of Marine Habit-At at(0-3 1.)444rIO'22 95-for snore information 1.7, Materials.Disposed.at Upland-Site An'y d6hiolition,debris,-exbess-consh'actloh materials, And/or e-xcess excavated materials:sball be immediately And complet�jy disposed of in an authorized solid waste iharlagemeht facility. These:materials shall be'suitably stabilized as not to re-enter any water-body, w-dtlatid.or wetland.adi acentarea. 18.. .NoCon§truttion.Debjrhin Wetland or Adjacent Area Any 46brig or exqess material ftom. tonstmetion-Of this project shall be completely removed from the aidjacent.ar6g(upland). and remo--re-d to an-approved upland area.for disposal. No debris.is permitted in-wetlands and/or protected buffer areas.. 19. State Not Lhiblp for Damage The State Of New York shall in no case be liable.for ajiy, damage or injury to.the structure.or work herein authorized which may be caused by or resuR ftom future operations undertaken by the State for the conservation or improv 'baent of navigation orfor-otherPgTpose and'no, s, claim or right to compensation shall.accrue from arty'such damage. .20., 'State Mfty:-Ordcr.Removal-or Alteration:of Wo* If future operations by the State of New York require an.alterati6n in th-6 P"ositioxi of the structure or.wotk herein authorizdd,or.,if, in the opinion Of the Dqpartmeat,of Eny- ironmeniaj Conservation-it shall.cause.unremonable obstruction to the-ftee navigation of said waters or flood flows or endanger the health, safety or.wgl fare:of the people-of the State, or qause. lass."ordestruction oflhenaturAl resoureesofthe Staid,the owner radybeordered by the DepAttrileritto remove or alter.the structural work,obstT.uctions, or hazards caused thereby without expense to the State, aiid if;upo.h the exphration or.reVo'eatioli of this'ptrrhif,the#ac�4ifq,-filj,excavation, or other iiioditcation of the-watercourse hereby. -authorized shall.not be-compieted,..the owtiers,Aiall,without expense to the-State,.and:to such extent-and in s'U' Cll time and manner as the Department of Environmental Conservation niay require,femqVe-all;bfAiiy.portion of the uncompleted.-structure br fill and-reqore to:its:former condition themavigable and flood capacity of the watercourse. No claim shall be made4gainstIlIe.State of New York zirac-dqunt of a4y.such reffioy alofaltoratioh6 21. State.May-Require Site Restoration -If upon..the expiration revocgtioivot this permit.the project her.6 y".aiithofiud.bas.not been coMpleted,the 4pplicankshatl,without e::pepse to the State, and to such-extent and in such time'and manner as.the Department of Environmental Cohs6rvaticiii may lawfWly require,remove-all'or any portion of the uncompleied-structure or Pilt and restore the-site to its former conditiob. Na claim shall be itiade:agaifist the State of 'York on account 0 of.any such removal or-alteration. 2i. Preeautions Against Contamination of Wators. All.necessary prgcatitions.sball be taken to preclude contalAination of.any-Wetland or waterway by suspended S'OlIdsi sediments,fuels,991-odrits, lubricants,..epoxy coatings, paints, concrete, leacliate.-or any other-env onmentallydeleterious materials associated with the pbbjecf. 'P.agd 4 of 6 N ENV YORK$TAT P�09MRTMENTOF.E.-NV- IRONME I NTAL CONSERVATION Facility D-ECID 1473.8-.0-0396 GENERAL CONDITIONS -Apply to ALL Authorized Permits:-. 1. Facility Inspection_by'The'Department The.permitted site or-facility,-including relevant records, is- .gubjecttb inspection-At reasonable flours and i-rite.i;vdls.by an.aiitliorizcid represenWive of'the Depatui.ie'dt of Environmental Conservation(the Department).to..detennine whether thepenifittee.is complying with this permit and the RCL. Such representative may order the work dqd pursuant to EC.L.71-03.01 and'SAP-A 4.61'(3). The perinitte6 shall proNfilde.'i person W accomfpany,thO Department's representative.during An'insp6c.fibn to-the permit area when requested by the Department. A copy of this-perniftincluding.all.referenced maps,drawings and special.conditions;must be available f6r.in"spp.cti on.by the Department at 111 iftnes at.the prqj ept.silq or faqOity, Failure to produce p.copy of the permit-upon request bya D�Partnieftt representative is a Violation of this-,permit. 2. 44afionshily of'this-Pernlit to Other PepprItment-Orders-and Deteralinations 'Unless-.expressly provided for l y the Department,issuance,-of this p.6itfflt does_not modify, supersede ur rescind any order or determinaiion.preVio.usly'issued by tberMpaitment or any of the ten-hs: conditions or require-meats contained in'stich order 6r detemimatiort. 3.. Applicgtii)hg.For Permit RencivAlk,.-Modifleationg or:Transfers The pekmittee must sub flt.a separate written-application.to-the Department for permit-renewgl,.modification..or-trangfer ofthis: permit. Such'ajjplica.1iofimust include Any or s ormati n'lhi�,Dep,;Idmenfre requires:supplemental�je 9 . quir Any renewal,modification or transfer grained by'the Depattffient.m.ust bd.-in'writitig-, Sbbh-d8sion-of appikations,for permit renewal,modi 'fic.aii on or transfer are to be,submitted to: Regional-Permit Administrator nistrator NYSPEC Region I' Headquart'Headquarters SUNY @Stony-BrUoki-56 Circle Rd .'Stony Brook,NY 11790-3409 4. Stibmisgioii of Renewal Application The p6imittee:mits"t-submit A r6neW9l appliedtipri at least 30 days befbrQ permit expirdtion -f6rthe&I'lowing permit auftrizations:.Tid4l Wetlands. & IP6rinit..MbId.ifications,Sii§pexisioiris and Rdvocgfions:by We-Department The Department reserves the right to'.exeroi6e all available authbrity,to.modify,suspend or revoke this permit. The grounds for modification,suspengion or revocation-include: I a. materially false or inaccurate:statements in the permit application or su ortingpiape pp rs; b. -failure 6y-tlie�Vdtmiftee to compty.With any terms or conditions ofthd.petmit; 'd. exceeding.the kop.d of projebt.as describdd in the permit application; d. newly disc.60,red.material iAfpppatjo.fi gramaf6fial o'hange.--in environmental conditions,relevant technology or applicable law or regulations si=64,M issuance of-the:e x0sting perndt; Page 5 of 6 NEW YORK STATE.DEPARTMENT OF ENVIRONMENTAL W.N.SE IWATION dame Faeifity-DEC IDI-4738-6.03.00 Q. noWomplftuxe with previously issuer-Permit"C`djiditionq, ordqg of the commi.qsJoiijer,any provisions of the Ehvironmental Conservation Law-or regulations of the:Deparindo-W riJ&edlo. th'-permitt&.d actiVil 6. Terknit transfer Permits are transferrable unless,specifically prohibited by statute, regulation 6r another permit condition. Applieafions�10r pernait.transfer*should be submitted_prior to.actual transfer of oWnership- NOTIFICATION. OF OTHER PERNUTTEE OBLIGATIONS Item.Ar.Permittee Accepts Legal Responsibility And Agrees to In6mAificatioh, The perrnittve,-excepting state or federal agencies,expressly agrees to indemnify-arid hold harniless the Department of EnviroriinenfAl.-Coift.servatioli cif the State of Ne'W' 'Ydrk,its representatives,employees, and agents("DEC")for all claims,suits; actions,and dm.mqges,*-tothe'exto.:at-atttibutableto the. .pprMi1tqq!s acts or om I"S 3.0iis in connection-with thepqlmitteep.uldertaking-ofac�vitiesin connection with,.or-operati on..and ma-inten-anoe-,bf,the facility or facilities iiatboflied,by.the permit-Whether in compliance oxpot in compliance with the terms And condifibns of'the permit. This indemnification does not extend to--thy daiins.snits, 4cti.095i drdaiiiiqgAsjo the 6xtdiit'-,qttdbut4bl.e.'tq DE09 o:wn-negljgerA or intentional acts or omissions, or to any:claimg,suits,or aCtiohs-.11gz1ing�thd,DEC and arisih.9.under Atdcle'78.dfthe.New Y6r.k Civil.Praciiee Laws and Rules or anycitiiQn suit or civil rights provision tinier federal.or,state laws.. Item B: Verj6itteels Contractors to.Comply.with.PqMit The permitted is-responsible for inf6rining its.independent-contractors,employees;agents acid assigns of 'ftjf responsibility-to comply with this permit.including" 0 Apecial.con.di4qn5 while acting as the perinittee's.ageht with respect to the. permitted activities,and such persons-shall.be.subject to thd.sawq sanctions for violations of the Environmental Conservation Law as-those pre9cribed for the:pebnittee. Item C:Permittee Respoiisible for Obta*iiiincg Other.Required Permits The permitted.is.respoiisible:foriobtaining..4ny other.0 nits,approvals;lands,easements and rights=of- way that may. be'required:.to carry out the activilids that-aie-authorized by tbis'perthit. Item 1):No Right to Trespass or laterfeke'vvith Riparian Rights.Thig Permit does not convey to-the p*e.rmittee any right to trespass.upon the-lands- or ffiteifefei.-with the - riparian rights,of others iii.oMer to perform. the permitted work-nor-dads it authorize the impairment of ally rights;title, or interest hi real or perscirial pr6perty held or vested,:in a perSori not a(pai:ty tq.'the permit; Ii Page-6..of'6 o�guFFot,��oG ( �� oUl ILL DEPARTMENT-Electrical Inspector LE TOWN OF SOUTHOLD o _ p 1fo}�t8Ha ex- 54375 Main Road - PO Box 1179 ca thold, New York 11971-0959 SUIl l)lNG1d one (631) 765-1802 - FAX (631) 765-9502 TO Ol ' WNrogerrr _southoldtownny.aov— seand(@-southoldtowhny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4/18/23 Company Name: Vail Electric and Technology corp Electrician's Name: Joseph Fratello (president) License No.: 49907 Elec. email:permits@vailelectricandtechnology.com Elec. Phone No: 631.375.4074 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1674 East Quogue NY 11942 JOB SITE INFORMATION (All Information Required) Name: Scott Address: 495 N. Parish Dr. Cross Street: N. Bayview Road Phone No.: (631)774-6020 (Builder,Brian McGinness) Bldg.Permit#: 'f,&4Lf9 email: Brianmcg2001 @yahoo.com Tax Map District: 1000 Section:71 Block: 1 Lot:5 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring of single family dwelling.Typical wiring of unfinished basement area, 1st and 2nd floor, attached garage. i Upgrade existing electrical service to 400a underground service Square Footage: 12500 sq ft Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: � YES ❑ NO Issued On Temp Information: (All information required) Service SizeFV]1 Ph❑3 Ph Size: 400 A # Meters 1 Old Meter# ❑New Service[:]Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 ✓ 2 ✓ H Frame Pole Work done on Service? DY ✓ N Additional Information: Upgrade of existing electrical service to 400amp PAYMENT DUE WITH APPLICATION sec, o�suFFot,��oG y� BUILDING DEPARTMENT-Electrical Inspector y TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 - Temporary Certificate # L� o Date . Q ' 0��"a.j 2023 Customer Name ISC64 Electrician Name `— C mi, % Address tj N \S �r, S Phone L�b- L- e-mail ok §mribm'. rn e-mail S Phone icense# Ltqc Q_ Size�_A Phase 1 Overhead Underground #of Meters I Remarks iJpo�S(� e Of e1c�S�-��Q C�\fl �c�eo�l S�ry\CP -o -{(f�nrn0 —ram #of Underground Laterals 1 2 New "H" Frame or Pole_ ✓H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by 1 PERMIT# I -E3449 Address: L4 9 `7Z- b.c✓�- wa f5' Switches 1� s�\_r. Outlets ` GFI's '2-1 Surface -S" Sconces 12- HH's S2_ UC Lts 7S" it=€ Fridge I HW r° SyS v POOL NIA- 3 -tv�,,s to ors am, Panel Fans L9 Mini Fr. I W/D y Pump Exhaust fiA-^S `1 Oven I Sump Heater Trnsfmr smokes (0--cC r DW Generator �r lT Salt Gen. ) Water Bond Carbon� , i� Micro 1 GrbDis Lights Heat arm Pucks Nlf ERV I c,�—}•ror�� cr se /chi HOT TUB/SPA Inst Hot �N� DeHum 1 Transfer ��,,�-r Disc Combo Cooktop Minisplit 2-o Blower AC AH Hood Blower Service Amps t- ooA Have Used-------------- Sub Nv1,4 Amps Have Used ►s - c �� r CQrnments c)&k ekec-i nc-d o --_- 0,0, 'nap � " Town Hall Annex r�� Gy Telephone(631.)765-1802 54375 Main Road Fax-(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING-DEPARTMENT NOTICE-OF UTILIZATION.OF TRUSS TYPECONSTRUCTION,-PRE-ENGINEERED'_; .WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION.' Date: August 15, 2022 Owner: 495 North Parish Drive(John and Lynn Scott) Location of Property: 495 North Parish Drive, Southold, NY 11971 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Pie Signature: Name (person submitting this for Meryl Kramer /0— Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 ti REFLECTIVE WHITE REFLECTIVE RED ' PANTONE #187 1/2" STROKE:. The construction-type designation shall be AillyI q f991 66111911 ca1V"or acV» to indicate the construction classification of the structure under DESIGNAT'I.C1:Ntl FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS-$ TYPE, CONSTRUCTION R F91 FLOOR FRAMING, INCLUDING ■ GIRDERS AND BEAMS ROOF FRAMING OU11U- I ',G. .F`R FLOOR AND ROOF-FRAMING STANDARDS AND-CODES Nunemaker, Amanda From: meryl kramer <meryl@mkarchitect.com> Sent: Tuesday,August 24, 2021 12:31 PM To: Nunemaker,Amanda Cc: Marina deConciliis; Ruth Metcalf Subject: 495 N Parish/Scott Renovation disapproval Hello Amanda, Following up on our phone conversation from last week-We agree that the renovations and additions on this project do meet the Town Code definition of"demolition." You may write the disapproval that way. We have also received copies of the revised site plan that added the tiny"pizza shaped" area of the house that is within the required side yard (19' instead of 20'). Ruth will be dropping off the revised site plan today. Many thanks, Meryl Meryl Kramer AU,LEED AP Principal Meryl Kramer Architect 631.477.8736 1 mkarchitect.com 260 Hortons Lane,Southold,NY 11971 Mailing Address:PO Box 1600 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Suffolk County Department of Labor, Licensing & ` Consumer Affairs VETERANS-MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11.788 DATE ISSUED: 08/29/2022 ' No. PII-67495 SUFFOLK COUNTY a Home Improvement Contractor License This is to certify that Brian W McGinness {` doing.business as Brian 1VMcGinness Contracting Inc. having furnished the.requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the gu County of Suffolk, State of New York is hereby licensed to conduct business as'a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. NOT VALID WITHOUT Restrictions Additional Businesses DEPARTMENTAL SEAL AND A CURRENT H1 -GC . ,r CONSUMER AFFAIRS ' D CARD », c - ,,,.ant{t tNrylfi t FR alie Dra@n ' +.i 'a.:l .,�. ti�rir, eC. +. ,^av - u 4t-„ K '� i• �w`�� `1 rZr. BRIAMCG-01 CFRITZ ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE 8/4120/20/YYYY) 22 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT.AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE-COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy;certain policies may require an endorsement. A-statement on this certificate does not confer rights to the certificate holder in lieu of.such endorsement(s). PRODUCER CONTACT Cassandra Fritz NAME: Lupton&Luce,Inc. PHONE 631 727-4114 245 FAX 225 Howell Ave {A/C,No,Ext):( ) (A/C,No):(631)727-7138 Riverhead,NY 11901 AoDRIEss:Cassandra@luptonandluce.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Southwest Marine and General Insurance Co. INSURED INSURER B: Brian MCGinness Contracting Inc INSURER C: PO Box 2812 INSURER D: Aquebogue,NY 11931 • .INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN; THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLIC POLICY EXP LIMITS - L R INSD WVD MM/DDY EFF MM/DD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FArl OCCUR x GL2021LHB00489 12/30/2021 12/30/2022 DAMAGE TO ENTEDence $ 100,000 MED EXP(Any one personj $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE ; $ 2,000;000 POLICY JEC LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT, Ea accident $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident) $ $ A UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 6,000,000 X EXCESS LIAB CLAIMS-MADE EX2021 LHB00148 12/30/2021 12/30/2022 AGGREGATE $ DIED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder is included as Additional Insured per provisions of attached endorsement CG2012(04/13). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold Building Dept THE EXPIRATION DATE THEREOF, NOTICE' WILL BE DELIVERED IN g p ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd PO Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2016 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: GL2021 LHB00489 COMMERCIAL GENERAL LIABILITY CG 2012 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - STATE OR GOVERNMENTAL AGENCY OR SUBDIVISION-OR POLITICAL SUBDIVISION - PERMITS OR AUTHORIZATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE State Or Governmental Agency Or Subdivision.Or Political Subdivision: Any state or political subdivision whom you are required to include as an additional insured on this policy under a written contract or written agreement; but the written contract or written agreement must be: 1. Currently in effect or becoming effective during the term of this policy; and 2. Executed prior to the"occurrence." Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to 2. This insurance does not apply to: include as an additional insured any state or a. 'Bodily injury", "property damage" or governmental agency or subdivision or political "personal and advertising injury" arising out subdivision shown in the Schedule, subject to the of operations performed for the federal following provisions: government, state or municipality; or 1. This insurance. applies only with respect to b. 'Bodily injury" or "property damage" operations performed by you or on your behalf included within the "products-completed for which the state or governmental agency or operations hazard". subdivision or political subdivision has issued,a permit or authorization. B. With respect to the' insurance afforded to these However: additional insureds, the following is added to Section III—Limits Of Insurance: a. The insurance afforded to such additional If coverage provided to the additional 'insured is insured only applies to the extent permitted required by a contract or agreement, the most we by law; and will pay on behalf of the additional insured is the b. If coverage provided to the additional amount of insurance: insured is required by a contract or 1. Required by the contract or agreement; or agreement, the insurance afforded to such additional insured will not be broader than 2. Available under the applicable Limits of that which you are required by the contract Insurance shown in the Declarations; or agreement to provide for such additional whichever is less. insured. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 2012 0413 © Insurance Services Office, Inc., 2012 Page 1 of 1 DRAINAGE CALCULATIONS PER TOWN Of' SOUrHaD REQUIREMENTS; LEGEND EXISTING PROPOSED TO BE REMOVED STORAGE PROVIDED FOR A 2"RAINFALL PROPERTY LINE -- CONCRETE GALLEYS PROVIDE 32 CF OF STORAGE PER W. PECONIC HALL _ _ _ _ _ = TRIBUTARY AREA 1 BAY ROOF (NW PORT/CW) - 699 SF x 1.00 x 2/12 FT - 117 CF ® BUILDING HOT TUB - 49SFx 1.00x2112FT = 8CF WOOD DECKS - 334 SF x 0.60 x 2/12 FT = 33 OF OVERHEAD WIRES PA 770 - 168 Sr x 1.00 x 2/12 FT = 28 OF SITE STEPS - 165SFx1.00x2/12FT - 28OF Z ELECTRIC LINE -f £- TOTAL STORAGE REQUIRED. 214 Zr 0 H R MAIN w STORAGE PROVIDED, _ NO WATER SERNC�" Ifls ` • �:3¢:3 h ^ � 1.0 214 CF 32 CF w.0 R PAR/ 6 F 11 rjC PROVIDES (J)-J'HIGH GALLEYS (288 CF) 5" oR/z UA TTDAL WFTLANDS BOUNDARY, AS DETERMINED BY U1Y POLE "Q� `�•..\• �^ PROVIDE {1}3' H/GH GALLEY(96 CF) HOT TUB OVERfZOW �► SPOT ELEVATILYV +95.43 *�� jJD � �� y EN-CONSULTANTS ON 8-6-2020, EQUALS MHW TR/BUTARY AREA 2 70 9----- s fir;0 ROOF (NE POR770N) - 636 SF x 1.00 x 2/12 FT - 106 OF D �O CONTOURS �/ /� ^ ��'• ••`•. EXISTING 6 Sr4' WOOD S7FPS AND 6'x4' WOOD LANDING STEPS - 184 SF x 1.00 x 2/12 FT = 31 CF v �O 10 . 70 8,-REM01III AND REPLACED (IN PLACE) SOIL BORING �OLc OF$q� � STO MD UR ` ,ems• PROPOSED GRADE LEVEL 0 o V` - PERVIOUS PAVERS �' LN?�.9 ,� STEPPING STONES (TYR.) Q � ' O 0 00 a _ �H o O 4 SEE 7RIBUTARY AREA 1 O oo re V CONSTRUCTION NOTES � ° o .� PROVIDE (2)-.3 HIGH GALLEYS (192 CF) PROPOSED (3) CONCRETE LEACHING GALLEYS �• ��Un� w � � 1. ALL MA7FR/ALS AND MET/ICOS OF 7HE CONSTRUCTION SHALL RIM.- 8.0 ,^ U Dry O rc TR/BUTARY AREA 3 CONFCRU TO THE STANDARDS AND SPECIRCA 77ONS C F THE 8 0 o O Q• WP TOWN OF SOUTHOLD AND ANY OTHER AGENCIES AS EX/SnNG 37.5 SF PORAON OF ENS PNG ( L �O n o o � �� 3 0 \ ROOF (SE PORTION) - 751 SF x 1.00 x 2/12 FT = 125 CF KEY MAP APPLICABLE. SCREENED PORCH TO BE RLYOVFD Q� Q h �� IIAyE- STORAGE PROVIDED: SCALE- I" = 200' 2 ANY DAMAGE 70 7HE PUBLIC RIGHT OF WAY OR NE76HSCRING ^� � ,� EXIS77NG NOIV-7URF BUFFER 70 REMAIN PROPER77ES AS A RESULT Or CON57RUC77011 AC77W77ES � �� Y pp o0 p � 125 CF/32 CF/VF - J..9 VF SITE DATA SHALL BE IMMED/A7EL Y REPAIRED AT THE NEW 6-8"x5-5" WOOD STEPS EX7FND TO PORCH WALL aw ao F U � PLACE APPROX. 50 CY FILL TO RAISE PROVIDE (1)-4' H16H GALLEY(128 CF) CONTRA C70RS/INSTALLER EXPENSE 70 THE SATISFAC77ON CY- K ° GRADE A MAX. OF 1 FOOT. OWNER/APPLICANT................................. "N SCOTT THE 70WN ENGINEER. ew zo� $ JR/BUTARY AREA 4 9 DEER CREEK LANE s NEW 4=2'x3=3' W000 STEPS NEAR HOT lZ/B � PROPOSED 336 SF ROOF (SW PORI7OV) - 1,076 Sr x 1.00 x 2/12 FT= 179 OF MT. K/SCD, NY 10549 J DURING CON57RUC770N,. THE CCW7RAC7CaR /S RESPONSIBLE 70 GRADE LEVEL PERVIOUS GRA VFL PA 770 TO OUTDOOR SHOWER - 32 SF x 1.00 x 2 12 FT - 5 CF PROVIDE S17F SECUR/T✓BY MEANS OF TEMPORARY FENC'NG, ENS77NG BRICK PA 770 TO BE REMOVEV 8 o,Q BE C0N57RUC7FD /N PLACE OF EXISTING / .S/7F ADDRESS........................................ 495 NORM PARISH DRIVE LOCKG ETC TO AVOID TRESPASSING DURING HOURS WHEN I O 0 670 SF BRICK PA TO TD BE REMOVED DR/VEWA Y - 1,411 SF x 1.00 x 2/12 FT- 2.55 OF SOUTHOLD,NY 11971 WORK IS NOT TAKING PLAcc ew 6 o f s q - STONE APRON - 104 SF x 1.00 x 2/12 FT = 17 CF / p . 37.5 SF PORTION OF EX/SANG STEPS & PAVERS 272 Sc x 1.00 x 2/12 FT - 45 OF LOT AREA 4. PRO„(ECT DEMC> lwN /INCLUDING REMOVAL OF EXISTING O PROPOSED 7x7'HOT 7UG SET INTO IMOD DECK MIN ... O SCREENED PORCH 70 BE REMOVEDREQUIRED. 1 ............................................... 29,MO SF(0.67 AC) FACCpU7TES DRAINAGE SYSTEMS RETAINING WALLS AND 07HER ew s o I ti , � ,s, N ` N RF PRG1°OSFD 283 SF W000 DECK ADD/AON 5 US£•••••••••••••••••••••••••••••••.••..................••••• SINGLE FAMILY RESIDENCE S1RUC7URE� /S 70 BE PERFORMED /N G1DNfGf4MANC£ W17N q 15.7' 4�.,� �bPy 3� M/ LF STORAGE PRONDED: 7NE R£GULA navy OF 7NE TOWN OF EAST HAMP70N AND ALL '4 7 S a "4�'" - + , 2O' �F� ZONING .................................................... R-40 07HER APPROPRIATE AGENCIES THE CONTRACTOR/S -4RF qR PROPOSED 22 SF 1 STORY ADD/77ON 'c i. �s t j. \ RESPONSIBLE FCR OBT,�41NING ALL PERMITS FOR DEMOL177CVV � �3 Fq % •••.� c3y"O.41 "'' � " " 481 CF/32 CF/VF= 15 VF Rev was 8, '. .� NEW 8-5 x5-5 WOOD STEPS EXTEND 70 PORCH WALL AND DISPOSAL OF EX1:-T7NG STRUCTURES AND MA7FR/ALS. I � PROPOSED 28 SF BILCO DOORS A R 90, �e• � �5�,� ��•�'q„� "\ i PROVIDE (4)-4 HIGH GALLEYS (512 CF) GROUNDWATER MANAGEMENT ZONE........ IV .� T �N �Pr o O PROPOSED 30 SF RAISED WOOD STOOP IN PLACE OF BKOO 5. AT NO TIME WALL DERR/S BE BURIED ON THE S17F ALL EX577NG CHIMNEY 70 REMAIN RF 41;7 Yp 8 O , e DOOR 7R/BUTARY AREA 5 NOTES UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF PROPOSED AC EQUIPMENT PAD A T GRADE %, * !/o qy I PROPOSED 86 SF A T GRADE MASONRY PA 110 DRIVEWAY - 1,387 SF x f.00 x 2/12 FT 231 CF /N ACCORDANCE W17H TOWN. Gl�UNTY, STA1E AND FEDERAL AREA 4 p ooy pq� pF 1. THIS PLAN REFERENCES A BOUNDARY AND TOPOGRAPH/C SURVEY PREPARED BY £L•f85 KENNETH M WOYCHUK LAND SURVEYING PLLC, LAST DATED APRIL 1, 2021. PROPOSED 12B SF 1 do 2 S70RY ADD/T7LNV h pv RUC qc�' 'w sF ° I 5T0RACwE PROVIDED.LAMS, CODES AND ORDINANCES RAT To IN PLACE OF EXIST. 2ND FLOOR OVERHANG dt ew�o �¢ NOq n�SnN Rpm �' O� I R 3as 6. WHERE FILL MAZER/AL 1S REQUIRED. /T SHALL CONSIST OF I 4 0 ? °j'�' o a 4< PROPOSED 16 SF 1 STORY ADD/710N 2,31 p� ,32 pF' 2. REFER TO BUILDING PLANS AND PLOT PLANS BY MERYL KRONER ARCH/7PCT LAST CRUSHED STONE CkP B�4NK RUN SAND AND GRAVEL FREE � � ROOFED OVER PA TO BE REMOVED 1 3• � , yy►I�Sy�4Y �,Q c, 4 R ' / ,/VF 72 VF REVISED MARCH 18, 2021, FOR ADD/770NAL BUILDING /NFORMA TION. FROM ORGANIC OR OT►IER UNSUITABLE MAZER/ALS 7H£ �: 4tb�oNo • ,� q� s PROVIDE (4)-2 H/GH GALLEYS (256 CF) PROPOSED AT GRADE STf_PP/NG t2 ,� bj ,so oh�sr� HJ / I ENGINEER RESERVES 717E RIGHT TO REACT ANY UNSUITABLE '�a `�v `'`% 1oa 56 SF POR110N OF EXISTING ONZ2UNG TO BE REMOVED EXISTING LOT COVERAGE ,3 LOCA770N CONNEC77ON AND SPECIRCA77ONS OF GEOTHERMAL WELLS BASED ON A MAIFR/AL BROUGHT CYII V E FOR USE AS FILL STCWE (7YP.) 100, S� 3�4' �Fw r°� ' 'r' PLAN PROVIDED BY MILLER £NVIROWMENTAL GROUP INC. ON SEP7EMBER 1,3, 2021. �CK� �xi s �� ''`��° I POR77ON OF EXISTING HOUSE WITHIN SIDE YARD CLCULA77ONS PROVIDED BY MERYL KRAMER ARCH17ECT. 7. PLACE 7RENCH BEDD/N'G AND BACKnLL MATERIALS /N LAYERS SAN C.O. O. � '�,o, R/M f8.5 R w�Rlr �►' o 4. 517E IS LOCATED WITHIN FEMA FLOOD ZONE X AS SHOWN ON FEMA MAP NOT EXCEEDING 12'/N 7H/CKNESS WHEN USING HEA VY / . 0 •�s•'�. '9 -V4-ohD l � EXISTING GRAVEL DRIVEWAY TO BE REMOVED LOT COVERAGE (TOWN LY•SOU7HOLD BUILDABLE LAND) 36103C0166H £fF. SEPIEMBER 25 2009. OUTLET INK -46.5 00 h' qAy q o COMPAC7IGYV EQU/PMEN'T OR 6" WHEN USING HAND OPERAIFD v�P iy BASED ON AREA LANDWARD of L/M/T OF BEACH (26,222 SF) EQU/PMENT. COMPACnON SHALL BE 95X MODIFIED PROCTOR {CONIRACIt7R 7t7 1�R/FY N 0 .42 �' DENSYTY. EXISTTNG INVERT) " �, ,7o STo No 71J. �',�• c' PROPOSED 4'-O"x 8=0" OUTDOOR SHOWER W/ 5 £X/S77NG U77U77ES AS PER PRECIS/ON MARKOU7S, INC DA 7FD dUL Y 11, 2020. AREA 5 �'�' h�•tF eF RY o 2e v STONE PA VERS A T GRADE. (PROVIDE 55 GAL. DRUM DWELLING. 2,091 SF SEE 7R/BUTARY AREA 3 ,p'� p M, 4,i & SCREENED PORCH.• 514 SF 6. ALL ROOF LEADERS 70 BE CONNECTED 70 S17E DRA/NAGS SYSTEM. SEE 8 REMOVAL OF ABANDONED U 1 SE ENC/AIJNEC77ANS AND PROPOSED (1) CONCRETE LEACHING GALLEY SIo�N�o�o'�,ygH 10 R -E < cr: STORAGE UNDER OWE�R) GARAGE W/2ND FLOOR OVERHANG• 600 SF ARCHITECTURAL PLANS FOR ROOF DOWNSPOUT LOCA TONS. THE CDORD/NA 71AV G)� 7HE/NSTALLA 170N OF NEW SERVILE RIM.- 8.0 �a o Np p�y,N�V ps / .p THE CO 770NSi AND SHALL COORDINATE AND INSTALL ALL PROPOSED 222 SF PERVIOUS GRAVEL PA 770 18t 6'x12'--O" TOTAL EAIS77NG COVERAGE 3,205 SF OR 12.2Z 7. PIPE MAZER/LS SHALL B£AS SPECIFIED BELOW, UNLESS OT7MRWIS£N07ED WORK WITH 7HE APPRCPR/ATE UAUTY COMPANY. EXIS77NG 5 BEDROOM SANITARY SY57EM 70 BE i 42 cn ON THE PLAN. ABANDONED 10 SCOHS STANDARDS _ }:: .:,a5 f NEW GENERATOR TO REPLACE EX/S11NG LOT COVERAGE (N)SDEC ADJACENT AREA) ROOF DRAIN PIPE - 4'D/A. DR-18 0 1.'J:'MIN. 9. 7HE CON7RAC70R OR CVSTALLER IS DIRECTED 70 VERIFY THE O "'`'� ''` ``'' ' O PROPOSED 37 SF COVERED PORCH BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW (1 FEET MIN. COVER) Ii '? '::: ??t< :: EXIS77NG OVERHEAD ELEC7R/CAL LINES TO BE BURIED, (29,330 SF) LOCA77CN OF ALL U7XInES PR/GYP 70 BEGINNING WORK, AND TO TAKE MEASURES AS NECESSARY TO PROTECT ALL T ! /� �/ ® ;. UAUnfS INTENDED 70 REMAIN /N PLACE RELOC.477ON WILL TRIBUTARY Y MAP PROPOSED /A OW75' CONT7ZOL PANEL © y �p �/.....,.,,,;:. �. .,. . ;;;. POLE 70 BE REMOVED. DWELLING• BE COORDINATED BY 7HE CONTRACTOR WZY 7HE " ° " " ` °� CL�1/7RAC727R TO CODRD/NA1F WITH LOCAL UTILITY 2514 SF APPROPRIATE U77UTY OWNER SCALE. 1 = 60 ( ^� ::;.;:;;.::;:_:'::: :,., .,; ..,.; .;:.;:.; : 0r. ,: ( SCREENED PORCH.- 5f4 sF PRECAST CONCRETE STRUCTURE NOTES: MI N COMPANY.) GARAGE W/2ND FLOOR OVERHANG: 600 SF EX/S17NC 17MBER RETAINING WALLS TO BE REMOVED 0 � �` ''��I '� t v WOOD WALKWAYS.• .381 Sr to 1HE cowwC722R OR lVSTALLER IS RESPONSIBLE TO SECURE JM/ :fib...;" :;. W PROPOSED AT GRADE STEPPING STONE TIMBER STEPS 90 SF 1. ALL PRECAST STRUCTURES SHALL /NCIUDE SUFF/C/ENT STEEL ALL NECESSARY PERM/7S PRIOR TO COMMENCING WbRK. �y �T'' ;::�Ijy':' HOLE ' �1 PROPOSED UNDERGROUND PROPANE TANK BRICK PA 770.- 670 SF REINFORCEMENT FOR TEiVPERATURE AND SHRINKAGE, TRANSPORT, AND EXISTING TIMBER STEPS & TRELLIS TO BE REMOVED HOLE BXCO DOOR.- 25 SF 70 ALLOW THE STRUCTURE TO WITHSTAND AASH70 H-20 LOADING AT ° 1:.;.,....e..:..:.::..:..:;,. .,..,..:.•.,, ,u ' (APPROX. 500 GAL.) GARAGE APRON. 104 SF THE COVER C'ON0177ONS SHOWN ON 7HE PLANS. ts.o CUT/FILL ANALYSIS PROPOSED HYDRO-AC770W FIBERGLASS LPAN500 ew �• 50X EXf? - BASED ON 7HE ExS77m., TOPOGRAPHIC /NFmw i70N PmowDED 'BY OTHERS'IN WITH HELICAL PILES (5 BEDROOM CAPACITY) � ' d, 'f'iy i �:;..;:. ,; � TOTAL EAIS77NG COVERAGE: 4,475 SF OR 15.2X 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE COMPARISON TO THE PROPOSED GRADING AND DRAINAGE PLAN PREPARED, RIM ELt8.2 q� W STRUC7URES SHALL INCLUDE MANUFAC7URER'S CER77ROA77ON THAT GA ^ THE APPROX/MA7F NET CVT/�7LL IS 325 CUBIC YARDS CLEAN SANDY fILL TO BE PROPOSED OY7£NCO PUMP AND BASIN PROPOSED 5127N£ 5700P do STEPS PROPOSED LOT COVERAGE THE STRUCTURE'S ARE DESIGNED TD WI7NS7ANO THE LOADS N01FD TRUCKED IN FROM AN APPROVED UPLAND SOURCE." (SEE CAL CULA77ONS AND DETAIL) i M/ . {'` ' ROOF OVERHANG AT GARAGE TO BE REMOVED CALCJLA776WS PROVIDED BY MERYL KRAMER ARCH( ECT. ABOVE ew ao NEW 104 Sr STONE APRON TO REPLACE CONCRETE LOT COVERAGE (127WN L>F SOU7NOLD BUILDABLE LAND) J. ALL PRECAST S1RCIURES SHALL BE MANUFACTURED W11H 4000 PSI t I /28 DA Y S7RENG7H CONCRETE. I 4:...", U'p' EXIS77NG BURIED LP TANK TO BE REMOVED BASED ON AREA LANDWARD CF LIMIT OF BEACH (28,222 SF) PROPOSED MASONRY RETAINING WALL 7 LEACHING GALLEY DATA APPROXIMATE" 142 LF, MAX. 3FT HE7GHT DWELUNG.• 2.623 SF q 6 I ::•::•:1:. PROPOSED /NFIL IRA TOR QU/CK4 STANDARD CHAMBER SCREENED PORGY/.• 439 SF INTERNAL DRAIN WALL INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHT SEE 7R/BUTARY AREA 4 INSTALL (3) ROWS 2.83 WIDE X f24LF (72LF TOTAL, GARAGE.• 528 SF PROPOSED (4) CONCRETE LEACHING GALLEY g 5 NOT/NCYUD/NG END CAP). COVERED ENTRY PORCH 37 SF WALL HOT. AREA ('SF) CF GAL TOTAL SIZE ANGLE (Lb.) I / M 1'-0" 17.0 32 239 12 3/4' X 6" 14 DEG. 4,1 0 RIM. 9.5 _ Q EXIS77NG U77LITY POLE To BE REMOVED UNCOVERED W00D DECK 283 SF GRAPHIC SCALE 1'-6" 25.5 48 359 16 3 4" X 6" 14 DEG. 4,7 D Bwao 3 I W (CONTRACTOR TO COORDINATE WITH LOCAL HOT TUB. 49 SF TOTAL PROPOSED COVERAGE.• 3,959 SF OR 15R 4 5.5 I � '� �. I UTILITY COMPANY.) 20 0 ID so 40 eo 2'-0" 34.0 64 479 20 3/4" X 6' 14 DEG. + I �. / ZONE X 2'-6" 42.5 80 598 26 3/4 X 6 14 DEG. ,905 M NBENIC ew 4.0 3 I �' UAL FLOOD LOT COVERAGE (NY50EC ADJACENT AREA) `"'"""� S-0" 51.0 96 718 34 3/4" X 6" 14 DEG. CHANCE ANN 3'-6" 59.5 112 838 40 3 4" X 6" 14 DEG. 7,065 I PROPOSED FILL 1N/S AREA. 70.27- ® NARY N/F BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW(29,330 SF} 4'-0" 68.0 128 857 48 3/4" X 6" 14 DEG. 7,6 EXISTING WOOD S7FPS TO BE RE►lOVED ' PLACE APPROX. 125 Cy 70 I ;::t FLOOD ZONE BOUD N.THEODOSOPOULOS ( W FEET ) Bw4o RA/SE GRAD£A MAX OF `" DWELUNG: 2,623 SF 1 inch s 2W ft. 4 2.5 FEET I SCREENED PORCH.• 439 SF I ' �° SEE 77?IBUTARY AREA 5 GARAGE.- 526 SF 1 W PROPOSED (4) CONCRETE LEACHING GALLEYS COVERED ENTRY PORCH.• 37 SF 09 9 2021 MJW DESIGN lA-OW7S PROPOSED MASONRY RETAINING WALL 6 I i ie' ::::: /�RIM.- S.5 UNCOVERED WOOD DECK 283 SF � / GRADE EL. = 6.5' APPROXIMATE 30 LF, MAX. 1.5FT HE7GHT ::::. ::.:: ' UNCOVERED HOOD STEPS.• 96.5 SF 09/Y4/2021 MJW ADD PROPOSED UNDERGROUND PROPANE TANK Bw so " GARAGE APRON: 104 SF 6 i 09/13/2021 MJW ADD GEOTHERMAL WELL LOC.'A77OV(S) W PROPOSED GRAVEL DR/"AY B/LCO DOOR. 28 SF PIPE KNOCKOUT Z O 9, OW-GRADE PA 770 & STEPPING STONES 402 SF 08A6/2021 MJW REMISED (SHOW EXIST. PORTION OF HOUSE WITH/N SIDE YARD (EACH SIDE) ( Q DORY ' I OUTDOOR SHOWER W/STONE PAVERS 32 SF07 Date By Revision TOP EL = 5.5' `° -� �� AL �RRiER RESO RCS i W ( EXIS77NG OVERHEAD WIRES TO BE REMOVED HOT TUB 49 SF PROPOSED UNDERGROUND ELEC. SERVICE Designed by: LZ MJW Drafted by: LZ MJW Checked by: MM --- '� 1 Ca ---�� (CONTRACTOR TO COPRD/NATE WI7H LOCAL TOTAL PROPOSED COVERAGE 4,621.5 Sir OR 15.8x : j------- -- -- --- -� �+•-'- 1 U77LI TY COMPANY.) 1 � 1 , � _ ® ® `�-•� ® ® N •i � L .'.. � EXISTING WELL TO BE ABANDObED Barrett BOTTOM EL = 3 I i PROPOSED 396SF PERVIOUS GRA VEAL PARKING Bonacci & 10" 6"z ,�j 422.0' NO N. I i I :. .:. ; SOIL BORING SOIL BORING TYP O , ::92 �► ON. N. GENERAL NOTES: van Y1�ee�e P DUMMY CUP, 7YP. �` N LEACH/NG HOLE, TYP. - _� �- 1 ,:' _ / P O PROPOSED D GEOTHERMAL OOP LOOPS 5 T aV S EL 8.0 � �*. , / v GROUNDWATER EL. a 1' N 75 54 50 W -r- ' 100.00 1. wATFR LEVEL SHowN r: ;.,....... I U.P• LOCA77CW AND SPECIRCAnCNS PRO BY IS THAT MEASURED � � ( MIXED SAND 0L ON THE DATE Engineers Surveyors Planners MILLER ENVIRONMENTAL GROUP) AND LOAM INDICATED AND MAY 175A Commerce Drive Hau au e NY 11788 LEACHING GALLEY SECTION EDGE OF PA EL 5.0 3' NOT BE REFLEC77VE PP 9 APPROX. LOCATION OF EXISTIN WATER MAIN OF DAILY SEASONAL T631.435.1111 F 631.435.1022 N.T.S. w w w w w w PROPOSED HA7ER SERVICE TO CONNECT ALE BROWN SP VAR/AILY IN THE NORTH PARISH DRIVE TO RESIDENCE. EXISTING WA TER SERVILE FINE SAND www.bbvpc.com NOTE THIS IS A GENERIC DETAIL OF THE MINIMUM S£PARA710N TO C•a40UNOWA7FR. TO BE REMOVED. (CONTRACT TD EL 1.0 �'�NOWAIFR LEVEL. TOPAOTTOM ELEVATIONS VARY FOR EACH SYSTEM 7 REFER 70 DRAINAGE CLCULA77OVS FOR ACTUAL DEP7H OF LEACHING GALLEY FOR LOCAL HA WATER SERVICE TAP WI1H 2. THE BORING RESUL7S EACH 7R/BUT.'ARY AREA. LOCAL WATER D/S7Ti'/CT.} REPRESENT Tax Map No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 SUB-SURFACE WATER IN PALE AT 7HE PALE SP BORING 0V 495 NORTH PARISH DRIVE BROWN ONLY ANDD ARE ARE NOT �OF NE'I,I, NECESSAR/L Y '� T' FINEREPRESENTA77VE OF �P G�PEL O� SCOTT RESIDENCE SAND CAVD/110NS AT %,* �� '^ 07HER LOCA 7701VS �r zw TOWN OF SOUTHOLD SUFFOLK COUNTY kP '2285 g Dept copy from ZBA " Y ` EL -5 13 PLOT Bld Final reviewed doc ments r 12-04-20 �, P�N ZBA File# s� McDONALD GEOSCIENCE c,` C1 Date: BY WATER ENCOUNTERED 7.0 BELOW OC AL LICENSED E OF THIS DOCUMENT, EXCEPT IN •, i i '� � r�.A A LICENSED PROFESSIONAL ENGINEER IN SURFACE ACCORDANCE WITH SECTION 7209 OF NEW ^n.* ".xTM�,:..Y"'••'s ,a YORK STATE EDUCATION LAW. IS ILLEGAL C 2021 BBV PC IM: - Date Scale Project No. Sheet No. j VIEW: _,......H �.- _.•. SEPTEMBER 2, 2021 111 = 20' A210254 1 of 2 3 -20 Issue Date: Set: 812/21 For Disapproval EXIST.PIER TO REMAIN, 9/16/21 SCHSD FOOTINGS TO BE 10/5/21 ZBA NEW PIER&FOOTING, UNCOVERED NEW PIER&FOOTING, SEE STRUCTURAL TO DETERMINE SIZES SEE STRUCTURAL 11/17/21 ZBA-re-issued DRAWINGS 311-4„ DRAWINGS r�-�� -- ------- --_ ---------- -- LL -JJ - - - - . - --- - ----- -- - - -�I LL-J_ I NEW GIRDER,SEE STRUCTURAL I I DEMOLISH I DEMOLISH PIERS&FOOTINGS I PIERS&FOOTINGS I I wZ I F- r -----—— Ir, 1 I oa I Ir, 1 q I i LL J o LL JJ � D AR�,yi I I I X ----- --------, �� tL KR.q'y I I I LL I �� ;�. Uj �,��X�[)��------- �--------- �--------- � ------- - -�--- to �.II�I -' I I I I�• _I-' I I 1111 I� I I I I I j 1 I III I d'� 2 0, III( ). I I I I I I (IIII I I I I I I I I I —� I II r- I NEW PIER -9� o24so a. &FOOTING, Q F N�3a Jill I I I I I I I I I I III _ SEE STRUCTURAL IIII , � ; IIIII I I I I I I I I I II I III � Jill ----------- Illll i �Ew W I-K I I I ______L DRAWINGS Hit—III'' `IW ---IIII! A OD DECOVE --- ]III IIII IIII IIII I I i I I I I I I `• , . _ - - _ _ , I ----------------------------- ----------------------------- _____` --------- I EMOLISH BILCO DOOR AND FOUNDATION WALLS ---- LO /i 1 1 1 111 I`I Ilt:`-III HOT TUB I I IIII - I I I I 1 - I I I IIII III IN DECK IIII IIIII I SEE STRUCTURAL ( I // I NEW WOOD STOOP II 11 I I IIJ —_IIII ABOVE I I ___— IIIII I DRAWINGS FOR NEW I I I III II /� ' ABOVE ' IIII III 1111 i11jl I DECK STRUCTURE I i I I - I -� -I I II III Drawing Legend: IIII IN III .______ I I IIII I I I I I I I I I --- I I L------ NEW FOUND.WALL - Wall To Be Removed III 111-- - c _ = _ _ _ _ 7 I IIT TII ITI IIIII I I I (SECURE NEW FOUNDATION I - &FOOTINGS, _____ IIIII I I I I WALL&FOOTINGS TO EXIST. SEE STRUCTURAL Wall To Remain IIII- -=-r--I--, --,� ---IIIII I I I -- DRAWINGS New Wall !_ -' -' w Foundation Wall — �`` ------ -- -� \ \ OMOLISO NOV�y�v g �� -------- Lines Above EXIST.(3)2x10 DROP GIRDER ------- - -- N WALLS / j—'--- --_--z^`,-,- ---®---- -----(�- - \\\ \\\ ------------ Lines Below 4 r / GAS FIREPLACE FLUE EXHAUST ( NEW FLOOR JOISTS \\\ \\\ - -•----- Guidelines _20 NEW FOUND.WALL L � - -------------- SEE STRUCTURAL \\\ \ \ Fence &FOOTINGS, / PATCH NEW 00 \ \ \ O SEE STRUCTURAL iv DRAWINGS / / SLAB AREA o \\\ \ \ 101 Door Tag M UNFINISHED I \ \ \ SECURE NEW FOUNDATION / CRAWL I I o o BASEMENT I j CRAWL CRAW \\\ \\\ WALL&FOOTINGS / / NEW CRAWL SPACE I I LL I I SPACE SPACE \\\ \\ Window Tag TO EXIST. / / SPACE ACCESS I o 2 r+ I \ / x @J \ \\\ / NEW COL.&FOOTING, 04 NEW COL.&FOOTING, \\\ \ \ -20 SECURE NEW FOUNDATION cn 4'-10^ s^ \ \ AXXX ', Section X, NEW OPENING IN FOUND.WALL / WALL&FOOTINGS TO EXIST. SE D STRUCTURAWINGS AL w SEE DRAWSTRUCTURNGS ALIL t \\\ \\\ Sheet A-XXX FOR BASEMENT ACCESS STAIR >. / f ------ r------ \ \ \ / I EXIST. (3)2x10 DROP GIRDER - \ \ e -� I Detail Tag NEW FOUND.WALL {i T \ EXISTING FOUNDATION &FOOTINGS, ElI I I WALL TO REMAIN SEE STRUCTURAL DRAWINGS Ip a L------J L----_-J x q NEW BILCO I= o _ _ __ C.L_.DOOR Elevation Tag to ON DOOR&STEPS C.)-I = NEW i» &STAIR u_, w VEST. O v x d v x O x Interior Elevation Tag I � x 5'-8^ EXIST.(3)2x10DrROP GIRDER a,A„ ALIGN NEW PARTITION WALL EXIST. /SIDE OF EX.PIER ES I I. •�, 1 I w w 1 H C E S I w v 1 vl I IAIR HANDLE( 0 U ir 171 u I I V, Ids Lu J Lu �, �¢ W Z I O� Z v M E R Y L K R A M E R NEW CRAWL v EXIST. a r c h i t e c t I ( I I I I I SPACE ACCESS p= I WELL -3�- PATCH NEW EXIST. EQUIP. r---------1 3'-0 LL r -------------, - w SLAB AREA UTILITY SINK EXIST III IIII I I 3 w I EXIST. w N v 'u, v._ El \ H.W. L1�� L 4 I OILTANK I Z I EXIST. v r-------- - I GENERATOR/SECURITY PANELS 260 HORTONS LANE \ v d v v o v v v v v v v v v I JET o. d . v v_ ,. o; v v, .. POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 z I II NEW CRAWL I I 6 3 1 4 7 7 - 8 7 3 6 aW+ iN NEW GRADE BEAM, BELOW ENTRY W/P NEW GRADE BEAM, T SEE STRUCTURAL SEE STRUCTURAL m k a r c h i t e c t c o m 3) DRAWINGS .C.SLAB DRAWINGS STONE fO STEPS 1 11 NEW FLOOR JOISTS ABOVE SEE STRUCTURAL i II I II —�I v -----i-1-- 201_3^ o Scott Residence 495 N. Parish Dr. Southold NY 11971 UT DOWN EXISTING FND.WALL d AS REQ.FOR NEW DOOR j I SCTM# (1000-71-1-5) o I I II0 1 II UNEXCAVATED v FOUNDATION v I i I v I Foundation Plan v I i v I o II i v I i v I Bldg Dept copy from ZBA Final reviewed documents SCALE:As Noted ZBA File# -1647i' Date:'A/ 1 / -----' 1 Foundation Plan Scale: 1/4" = T-0" A- 1 00 1 © 2020 Meryl Kramer Architect -200 All Rights Reserved 3 -20 Issue Date: Set: 8/2/21 For Disapproval 9/16/21 SCHSD I, 10/5/21 ZBA I' DENAOLIS (I DCMOLISII WALLSI I � WALLS AND STEPS o - p �IN-WALL I'. IN-WALL DOWN- DOWN- SPOUT j SPOUT STAIR AND - U RAILING 19 h I I, AS PER ------- -- SCREEN PORCH ! NYS CODE WOOD DECKING P UP WOOD I STEPS STAIR AND UP RAILING RfiD ARC AS PER .(�G ti i III III I� I NYS CODE WOOD —STEPS— LOWER WOOD DECK I I WOOD DECK 5 6 7 III D 02 I I 248 III ----------------- ------------------------ ----------------__- ---- ----------------- OF NEB I O i O WXOOD IN-WALL IN-WALI STOOP DOWN- I DOWN- SPOUT SPOUT Drawing Legend: j j l I GREATI ROOM WOODiFLOOR I I I Wall To Remain TOWEO I I STORL DEMOLISH New Wall WALLS New Foundation Wall GAS mC.L. FIRE —-—-— —II ------ 9' —II -KIT— � \ -——————- Lines Above DOOR PLACE C.L. ------------ Lines Below &ROOM HEARTH UNIT E TO MEET iF------' I +R00 Guidelines \ NYS CODE ? _ I I I I Fence r ----- ----7 — — — -- I � I I _\ -1- I I I I 1 CABANA-- L II I I I TILE FL. \. G Door Tag DEMOLISH IN-WALL I I IN-WALL I TOWEL DOWN I DO-WN--WALL f 1i I STOR. SPOUT LSPOUT -1 115 Window TagOUTDOOR10 I I ! I_-- - --- SHOWER 6-8"x 4'-O" Axxx Section X, I 2 Sheet A-XXX 4 © /C.L. I I I � I I W.C. � / �NINDOW � I I I I O � -20 x -I 1717 -I Detail Tag / 36"REF. --——BUFFET — C.L. � —__ PANTRY LINENESK -- _�--- L / NEW \ BEDROOM 1 I - O O xxx Elevation Tag BILCO DOOR WOOD FLOOR 111 113 \ 'L � x BENCH I I� ®- o HALL \ / I pl i = 112 x Axxx x Interior Elevation Tag SPOUT x ,l d I I II i � p, MUD ROOM' LAUNDRY �` I - C.L." —yl n C.L.- C.L. TILE F�00�—————— "CL. 11 O SHOWER OPENING VEST. DOORS 1O4 1 3 DOORS I ( BASEMENT 102 i I� I ACCESS I I I HATCH q BEDROOM 2 L-----_- HALL WOOD FLOOR 4 1 El 10 HALL ; i I i TV---------------- 7f CAB. I. i i � SHOW R Ul j I --- - _ __�— POWDER— -----BATH 2 I — I I -" - \ TILE FL. TILE FL. M E R Y L K R A M E R II u \ ° i-- - --� a r c h i t e c t .AC---- B C.L. i \ I 1 I I 1 1 I I G I r EQUIP. PAD----j (ROOM TI BATH LE FLOOR W.C. I — I I I \� I III NICHE B I �. - - - LJP I � I 1 1 DOWN- -----, II it I I I I I I I� II II III 9V SPOUT 260 HORTONS LANE -J POST OFFICE BOX 1600 DOWN- ! i I STAIR AND SPOUT I IRAILING I C S O U T H O L D, NY 1 1 9 7 1 AS PER I O NYS CODE C.L. 6 3 1 - 4 7 7 - 8 7 3 6 I I I I WINDOW IDOWALL I i O C.L. ENTRY HALL &ROOM ; m k a r c h i t e c t c o rn SPOUT i i WINDOW i WOO?FL. 1 STONE iO STEPS I UP I 10 I DOWN- I I SPOUT"0 —-- ------------ U IN-WALL UP DOWN- \ O III SPOUT UP Scott Residence 3 III 495 N. Parish Dr. I Southold NY 11971 I I ' j SCTM# (1000-71-1-5) I I I I I i � I I EXIST. ELEC.PANEL I ' II ', GA AGE I O II First Floor Plan II ' � I I I I I I I I I I l _ 1 First Floor Plan I I --------------- DOWN- Scale: 1/4" = 1'-0" / 1 ^ SPOUT SCALE:As Noted V\ I " I C.L. WINDOW Bldg Dept copy f:om ZBA A- 101 ABOVE Final reviewed ci•:.;.,twrots ZBA 75 )v 1 Dat::�/ 7 -200 © 2020 Meryl Kramer Architect All Rights Reserved 3 I -20 I Issue Date: Set: 8/2/21 For Disapproval 9/16/21 SCHSD 10/5/21 ZBA I I I I ( I I FLAT GRAVEL ROOF I � jtED A/�cy I � ��•t>L KRq,, N 9T 01?4 02 pQ� i I I SOP NE`N� --- -- - --- - - FLAT GRAVEL I ROOF � ROOF ; I TERRACE I Drawing Legend: -- - - - - STONE TILE - ---- Wall To Be Removed I � / \ =3 Wall To Remain New Wall / -6C3'6' __ ___ \ / - --------r------ � - — GAS � - —``-�� \\ New Foundation Wall --T �' --------------- m��_. pl FLAT FIRE PIT SKYLIGHT III: \@ - \ _-_____= Lines Above GRAVEL I \ ROOF ui \�a\ \ --------- Lines Below FIRE PIT P ACEMENT, I I I! \q �\ \ --------- Guidelines CONFIRM,w/ARCH. - - - p III \N �\ FLAT \��\ \\ — — — -- Fence / GRAVEL A �\ \\ 101 Door Ta FLAT it q I ROOF g / /% �/ GRAVEL ROOF I DEMOLISH EXIST. DEMOLISH CXIST\�� \ \\ 2 101 Window Tag ROOF TCR ACE it ROOF T�RRAC \\\ -20 Section X, --�--- --------------------- i---- - ------ ----- - ---------- n- --------- - - -------- - -----\a�\-------� SheetAXXX 0107N Detail Ta ---- ---Jr x g C.L.WINDOW L.W�NDOW I I xx___� &CL SET I &CL SET ALIGN I I "V Elevation Tag I . ALIGN_ ,- -I - - - 203 - - - - - - - - - - - - - - - - 206 - fl II DOOR s HALL SITTING ROOM HAL - y LL �— WOOD FLOOR I I x o 77 i - =II I I I I I I I _ _ - I x Axxx x Interior Elevation Ta -�I g I ❑ °s;l II ( I I I I i� I I ! � I O I Z C.L. C.L. I x I Y � III it I I I I I I I I, I I I I Y I I i -I !_._1- 1-_I 1 - - I=-.= I �IAR EXIST. - — - III III it I - — --- - - - - - - it — - - - - - --- - - - - -- -- - BEDROOM#4- - -I --FLUE- --- - - — -----BWOOD FLOOR --------- - I --- - -1--.—---- - - iI IIII----- I - - —-- - - ----- WOOD FLOOR ---- I _ -----i------------ - - - SHOWERI� P SHOWER I IIII I NI I I �= I BATH #4 I El \TILE FLOOR I - ( li III III II i - I M E R Y L K R A M E R I BATH #3 �I C.L. IN p I a r c h i t e c t TILE FLOOR J III STAIR& - Ili II i 201 Ifl �I CLOSET DN TAIR IC hl 202 cil ° 208 I DOOR IIII I I III ! n II - --- - --------- --I I 2 6 0 HORTONS LANE - -- IL--- © --�; POST OFFICE BOX 1600 I O © II III ID n� 19111 O O I SOUTHOLD, NY 1 1971 - -------- ---- ---------------------------ICI- ----HALL___' II �I WOOD FLOOR ', , � ----~-I-----I----- --------------------------- ------------------ -- --- -- - -_----J 6 3 1 4 7 7 - 8 7 3 6 DEMOLISH EXIST. II ;d FLAT ENCLOSED BRIDGE I C.L.HALL O I GRAVEL m k a r c h i t e c t c o m I II' &DOORS ' Ili I ROOF I I IIII Ipl Ilil ill of III NI FUTURE L __ CLOSET , Scott Residence I _ WOOD FLOOR I I 495 N. Parish Dr. I VEST. I I I ________ ___ Southold NY 11971 __1 I I III I SCTM# (1000-71-1-5) I �ASHER �RxER_, I I L -- -- _ 1--- BUNK ROOM O TUB - ----- . --- WOOD FLOOR M I TV r----- 1 I I I I � I II I Second Floor Plan C.L. I I-WINDOW ------ — I I &WC L----- I I - - -------- -- --- -, I 11 II � I I© BUNK BATH 210 ---------- TILE FLOOR FUTURE I `� Second F�= 1'-O" lan D CLOSET i 1 SCALE:As Noted ° I Scale: 1/4 I I I 'fl II II I - L-------------------------� ---------------- --- -------� Bldg Dec>.rr�"„ .:cr Z5A Final:- its A 10 2 29A F., '7 55 1 -200 © 2020 Meryl Kramer Architect All Rights Reserved 3 -201 Issue Date: Set: 8/2/21 For Disapproval 10/5/21 ZBA PITCH TO PITCH TO' \� INTEkNAI, -INTERNAL/ \ DRAIN DRAIN - 1 \\ NEW FLAT J \ RED ARC GREENROOF �! �0 ARYL Kipp y,k \ SCUPPER FNEW� r•—---------------------------------- r -- -- ——--————————--————————————— ---------------------PITCH TO DRAIN--------------------- I ' w1' NEW FLAT NEW!ROOF / _PITCH TERRACE '- TERRACE! PITOR TER E (GRAVEL ROOF I TO INTERNAL STONE TILE TO INTERNAL Drawing Legend: DRAIN DRAIN - `. Wall To Be Removed ----.� - ` DEMnLLSH EXIST. -————————— , � �r - -------� Wall To Remain ROOF ` New Wall , GRAVEL ROOF _ . P \\ New Foundation Wall NEW FLAT FIRE _ a _ IT SKY _ -——————- Lines Above PITCH TO ROOF °- \ ------------ Lines Below 4 - -/�_"_-- SCUPPER —��--, PITCH \\ — — — — — `� TO ,' `� Guidelines 20 _ DRAIN \\ — — — -- Fence NEW FLAT \ PITCH TO GRAVEL ROOF \\ io1 Door Tag INTERNAL DRAIN ` \ 'NEW FLAT - PITCH TO \ / GRAVEL ROOF T� PITCH TERRACE INTERNAL, \\ 2 101 Window Tag / - , �O INTERNAL PITCH TERRACE � DRAIN `� \ D'MOLJSH Exl';r, TO INTERNAL'"- PITCH TO ROOF � / , ROOF / bRAIN` DRAIN --- .'SCUPPER \\ 20 Axxx Sheet AXXX / --- — -- -----�' — --- -- ---- --- - -------- --- --- -'--- ---- -- — �———— ——— ———— — — -——— \ Detail Tag -i. }-t._{ t_-� _i` - _4 tLl - - r I L111- f- LU I 1I I II II 1'II I: ._F—_-F��-�_(� �--•'rr--_------_-.---�--.._�^}J'-ia'l�i''—'�,I_:r i--�-=_-__-�--- .-_- 14 z}' _- -��., U) Z 2rt.__�_ -�---�---B----- LLJ 4' - tf}rLI�tI- �- j i w __ t - _- I_ ��fftfG,I`!!I�--_--.�_7}iiIfi!Ii'�7�.'`I-II-_.--_----.__-_-_--._.--"_.-1 1k�1�IIr�}tff�Ii{1-'-__-_-_-_--�-_—__--.----_��+'��'a�r}'j1II1IIr I�{4_�_�-_�--1{��i I�I4,_I__._-_--_-�-.�-_�_-.-�:'r',}�t!rrI•;'I�'_.____-.:_--��-_-__..�J�--_�=��i�}fr1 rJII IL = ____-_-__�-_-�.•,1A�7�{1ItkIIr r----------_-------��Ji}�k[r-�------_-_-----_-�t_,;�1 fIIfi�IktI_-_---�_---�_--7�t�:r+aii,1,I�L1L---_-.--�-�.�___-_-1,�''��FIIr —_- --_-_— - i��l tj��{IIIIIL1. - ; tr - - _-=- =- - -- -_- - .._ - III III t II II------ - -- --- 2MA X x6X XEa0 4 R9Xr H 5 YOc N LR T�PI 1n,iOKat�e rirtNoRi s r SEh e A l e vDLaMct r Aio. ntEN T a R E l}- L - 1 .}.. + POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 D------------------- ------------------- —— NEW FLAT---------------NEW FLAT - 6 3 1 - 4 7 7 - 8 7 3 6 GRAVEL ROOF ROOF; f ` m k a r c h i t e c t c o m PITCH TO REVIEW DEMOLISH EXST. INTERNAL INTERNAL DRAIN DRAIN-- - ---- ---- LOCATIONSW/-RoorcvERianc ARCH. IN FIELD',,-,x Scott Residence { Southold NY 11971 I_T SCTM# (1000-71-1-5)F -I ! IW SLOP -NEW SLOP E 1w w z I9 SHINGE4:12 VI j Z EXISTI Roof Plan I J-ice - } I1 I k __ ` -- SCALE:As Noted �_]Dfi eco.n1dFoorP DEMOLISH EXIST. 1 0"an ScROOF OVERHANG ale /4 I I 71 --------- Bldg arr ZBAry; r? r `r r, .. � ' 7 , carts� A- 1 O3 a DAR - � 1 © 2020 Meryl Kramer Architect -200 All Rights Reserved Issue Date: Set: 8/2/21 For Disapproval 10/5/21 ZBA - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I T.O. Ridge� - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- 25'-0" ,1 'I �l. l r [I __111I�r ilk[ li_-1 1ROOF DEMOLISH EXISTING It J_I I >1I _>11I `r il I Iiiiiiiiii I_ r iT t�- �i-I I il_ -1` ! T 14L -1,Irl 111[ _ i > �� l I [!r l _] 171 it ;[! -1 1it it 1 I i, 1 1 [i �L� II 1 1 1i 1 1 1 _i„I l y,.l: r J.tI� i[ .i�T f I I`i , 1`L ' T r,,1` i I� .I-I i - �I I I I 11[ I`r' i 1 �rL''fr�-I Ir I l rT 1 !-�� i _ l II L Tt,Ti _I'I-1 �I_,i J�. ,4,L I it [_ -�rJ 1,1 i_ -._ t_ 1_�I�,1_ i I11_ ,.l �L. ,I1,.r_� y- 1� .,1.;1.I�,l!� ,1,� ,LEI ,�,1T, �i,I I_ i ,! 1 I , I! I I. ]I1 s 1 t! l I. .L_l_! �- 1!. li 1 `1�11-'r_i..'I--I.11 1 !r1!.-, -!.-.!ll l 1 l; II i .l.ii 11-I- 1 1��-i�I ,i NEW WOOD FRAMING& 1 _ '. [l I;_.. i, i �, �- I 1' Ji. CI�1[ i r_P 1 f I . _'1-,I r ;. . l_I I ----, 'I.I ] 1.! ! TI r [ , ._._ rl 1 1_' ,-1 �� ALASKAN YELLOW CEDAR(AYC)SHINGLES r i _ I I 1 , - 1 i i I 1, 1 -�I---�1 i-_ 'I (_ I J,L- �I 1 - 1' 1-I �I i-_ 1 i� `! f.I 1-' _�1 L_ I,I .�i- f 1 I 1 � 1 �1 I:�� 1 � I ��,1- '�-17 i. ! �-, - _a_ i L :-, :1 I i. I. i �!�A)�p,.(( t r � r r i [ i� rc 1. L I l i 11'1 1"ll ICI � I� �l. I 7 1. . L T ! L _L 1 i- - - -' - I,� .: ;,l l 1. J !y [ - T !. 1 `��-.1.. I L', ]I J l [l._ 17- t,, r,I: 1��_I 1 ITl 11. -.,i�I_,l - F . I I II� �I '[ I ' I !- '1 1'' '11' 1 `i ' .[ ' I T`''-- !r'- ! , I' I, i ',I "' I I',t I I T l ii T I 'I I' :� �'` }L �,�` . -I _ i i _ ,t i7 : I M 7'4��'l I 1 , L I I 1 li l�l 11 I I11 4 1 [ r r �i a�Itr :,L �Ii �� .�,1 __ LL l_Ir []' r 6� �' il�_ 1 I lII I I I_,_1 l_ L] _I I__I1 ! L, 1- ?I i' 1 I [' [i _ t I _il _[ 1_II I Ii _Il _]I-,_:!-i�1"_:_ I_ ' I �R > 1 _ [ - l j T 1 11 li lr[ 1.1f � x! I 1 _ I I_,I r i I , - r i !> I II: it II I: ili li 1 I� [i [I I I-. _I T - :. 1 1 -i T_ l i_ 1', [ CL „ [I - I > 1 [ [I [[ TO. Plate �r - - - - - - - TI„l. II I'_-IL: _1� : I _ C - 1 a -J 1�1 � _ `-mil _ , -1_ - r L lI� _ I.1_Il1 [_I1ii I, , 1i i1`[ 1 _11[I._,! � - - - - - - - — - - - - - T I I � I � 1 I 1- - L Izi , 'I rl,- _ .1,1.' i - ' - ti'- - - r .7 yl- -- ,' - Ir- -- --r- 'r - - ,' :y - 'u' ",, - .�-' - ,� - i i._,.1 _ 1 _ y 1 ! i'_I _ �' _ _ i� _ !i `I i. . .-i._ _ I' ll iT - 11 1 1_ ._ I_ L fl` i i 1 17 5 4 1 I__1] [ il1 j tl I: 1, f i_ L IL-+ l !. 1/ �. I [. i I111, L.L''II LI___ J:LI i_ LT lilt _i,a! 1. _ ,! I _ L 1 lI.1_L 1 i 1_I T : I, i -11 -_ - I+'--�- - __ -r _ -,+ r: x-y-,I� __ }- ,- .'I ]" 1 Ll�l.i i, .� I i -1 'i' '�_�i - k} �,_{__ -1``i r-- , - - _ ,-r,_ _ -r - - - -i _ - ! 'A `r1 �t I ' 1 1: 1-1 i I T i i I,: I r L - �- �--: I 'I� I � ,� ,' - -1i.'.,. `+ r l � :L 1.-,I'._ I r, 1, ��I. _. ...,�1 I��I �_._. _ C'! �.__,�L L-_ Ll !._,� _ „_1 �-;� L- I;. .- :, -., , ._, ! '�� , 1'.f-.,. -, _ j _�. r _ - L_ ir_ � II1 i-i 1_:-. i 1 iI_._I1I. 1- 1 L. 1i.l i- [i- : ,i--: IiI 1 I 1 JI I I _I 44 I'r .I - - li ' T {T~ rt t�+ i I`I I - _ �! .L IALFROUNDGUTTERS,TYP. H N JC 1 ',[ r _ _ : �_ r. C _'t[. �1[fT7 T� 1_ 1 L I. - v. f -11_-, -, i.,_ L �$,I ..:�- - �' ,1-,�,' ,11-[ ,' I ,�, -1-� ! ,!. rr- ri'1 ,' `--'�r�� ![ r I 1��' 1 --- '1 --�, - �` '>l - I 1- --�- �' 4 � i ��. 1�.,- =L,.' -- -1-1- - '� 4- / ,ig y 7 Ll ! ! G ! . '' u_ 1 r: L11. t i�- !]t _![[�_ 11.1! 1! ill I. G ! 11 _ i [1 :i l!; , .41 11 f!: - -- 'q ?4842 O I_ I1 L ,i L , / �_ .V [ II 1 ] [._ I,11_ 1 ,� 1,1 \ ]�1 �� 4L _ � l i�I / I I 1 ,-_.. -III 1 - a 1 I! J l i l I_ _'I : I: II 1. -'11_ ll it l 1_ LI [ _1 T11 TI- `_I L ! _, ' n - 1.'. l_ .f I1 I_-,[,, _ '_l 1 i __� r l I . I _ 1 i L I I, l L I _ !: 1_ (i t �r F I_ { i t , - -- T I', I i 4 I -ii r - NEW AYC TRIM,TYP. p V� _I I - J i t I I I ! I 1 J 11, [111 i i _I I1rl 1 Iyl 1, l i _! !_ ,1 I [ i Lu I Il;_ l l it l_I f l _ i Ili l l l r I f [: [- . I i - - - I w �F NE 1 II = . _-- J II 111 IL i L- IL L li ti, `', I IL. _ L ! I-I L 'L .i_ ! i L I' I - - t : fil t 0 t-I [- Tl t. IL -1 ,I ' r l :_i 1 L L ] 1 - 1 ] 1 �- I.1 l fi } - - -i . , �,� I r 11 I e-�I I�� i I r ,I� r t'J '� r ,L�, � ,�[ ,1 1� r i !I _iy1 !� !1, 1-'iI i r[ 1 L 1�1;L.�11 �i 11.'_-11: 1 I i i_ Ilil I �....illl 1-I 11 I u1'!.11_ :1' I.':1_ , L� i I i' J �-'-`-•- 1 r T , ri I - _ -— - - - r -4 T-, - J 1 _ ,[ r - - 'it r-, - -1 - - i I�.11 I 1: I_'11_''II !ji. - I I1 I _III ._I I lil _I t . Li_ 11 _ . I _[ [I ;_1''- _11 it I_ 1_'!J _i 1 1 u -_. 1,. f r' -4 F r l '� r 1�I` 'i 1 1 ��I -I -1. -f'I !' I.1: 1 -I . .�-1 I 1,; 0�0 T,III 11 I / I_ I, 111 _It ITI1! _:l,l-_11 -lI !-- I_ I.[,i 1: 1 �_1_ i, Il,l_. , 111,1,1.LI,_ i _ai 111 !II I_(LI IJ = Ll -lll_r T ! i! _ ,i L / L'_lI' f ll_ M o - m�[ I�i rI i'` 1� L L I. N i l ! I L _.I 1 J 1 ! ] r NEW AYC SHINGLE SIDING TYP. - �r ,iJ J- J.� LJ ,1L_,I r 1 1 _ ,UL,a - 1. - - 1-- 1,- - l _.I i 1 .[- r 1.[ ,[T_ J T yrl_ cfl += u� TLJ __ T TI 1 ! ,' 1 '- ' 7 1' -' 1 1 iIC,__� 1llI I leiill �J�.-1_Ll �1 _:II . 1.;-'. ,( . .!I L 1.;� ;I�� rill`.1 I, 11 � 1JI 1'�'. 11i,._ I,I` !,:._IIIi. -I:I _.' , 1,1I i�I_ il�iT II _Il.� __1'I_I ' 1 :L.r,l�i ,_lli._ 1I ' '11� i' C.11_ 'uiL ' ' p c� I I� I !I I' I ��', I I I Ir �I � -f r. I ,i �� ,-1-,�'-' i •I, rl Tl :; 1 Il 1 I I I �I i 1� i I 1 ! ' r1--ram .I ire- I I �i I ii.-i ., '.l�r,- !-1, I i � -li--- -I- w � l 1 I 11 _1 1. _-I :_ _1 i_I -i i 1 t _1 L Z I - J[ _1 I , , l � Tl - I'I _ 1 a F-- T.O. Sub Floor i..,, I LLi lI f r� ''I t �� ll 1. 1 r! 11,_1 r `I rl__ r Y r- I1 :>�r. `f 1 I It jj l.[_1 l Il li. `I I_i 11 _ iI ,I` 1. i1 h I-- _ 1_: _ [ I l�_il - L. -I 7 4d T I r-r ,` i II 'I "I`i 44 �,I r tt,1 'r '1 1 `I I' 1--,� r I1 1 r t .,l I- -1 --F -�[ ,I lr[r L� i1 ,Lr 1 ,.TI111 11, L,, 1_.i_,1-�_ ! [, i Q 1 !� i �_�� i j 1T I_ _l._ 1- .l_'1_ _Li I1 [� 1 _ � .,1..! 1 ! I rT' I, 1 1 r� 1 �; r a �_ II Z- T , - l f` t T i :1 I.: - - 1 -.I_ I ti -t 1 I,. .. ,r - - r l_ -y r-I L-.7. .,..+- ,,.-- .:..v- -_ - ]�_- I_,`, I r - - - T -1 '1 4,-11 -_ -�- ,__ .I r __ _, __ - - - - _- I 1 .,.�_ ` -"1- ,',, i. --;_ _ .,I_ - ) r i T l� TI ? T lI' i I r! j 1 TI r; 1' f !{ 1 i C i ;i` r i''-lliiill� l n c09 4- — — — — — — [ .1 . , i[ . I ; I- I Ll[._ �,�.tl_ I _�Ll.` ( LI. i -,j I__.I L, . . _ ,_� .,--,-,--�-I =1, : I LL . �: - L _r._. - — — — — — — — -- L. 1 ._ 1 _I . -. I_l i_1. _1 -III ! -t I- _I l i l J a..l r Li If1._I- -i 1;- 1- _ _11 [i - -I. J_.11 1 r I i � I.''--:, .I _ I l. :11.1 - - �ttip I. - f i�. 1 '� 1J T [ it y l li it fl 1 I 1[ I i IJ iI� [ �i 11� I 1 �1i_ i i-I I l Drawing Legend: I,I I _ ll-_1I.. :1 _f� 1 ,1.-ti,r 11 r 7 1 T� . 1 r rt , T �1 r � � _ , _ — -f T s 'L . ll. 1;_. I 1 — — — — T.O. Plate g g 1. -- w -�-I 1�--- S! LOW CEDAR BOARD - - - - - - - :�. L -�. _,_, '� - - - - - - l 1�Q N?E'iL"�-jam :- --! -r-'-'-i -- .. --- ---' r TT [�I I I'I' t' �r` I I I-1Lh 1 ."I I 1 1 R'P i I i I i' Ili I it ! '4 i I''il _ i I' 1 1 u Wall To BeI I I I� I I �I u Tr ! Removed I ! 'I i Ii '[ Il'Ii'I i II ii ll ! _I , i _ _ _ _ _1'II ': � I I I lI, 1Il_ -� I 11l` I_ � I 111I' I:L �L I.1- 1 tl, I :1 � I�. :i -[''� _,1i.1'. _ '1 I- _ 1!___L� Lli_I>'i _._I I�l :,_ 11_ ; :; JI_ ..L_ II [ I. I yl -,_ -!� ,,1. [ _ j 1 11. [. � „ �1 'I l r r,Y 41 ! $ �. �, i l r` [ 1. 8 -1 1/4 �IT I 1 _ - hl f - - -]., __� . ,.:I _ _tl r it 1 I!i I h_1I L �1• T�, 1 f-'T I �I i r,- r-' '� t 1�� I, 1�� _ Is r- - -' r _ - �1 I , zf 4 J F- Wall To Remain �1 1 -I _I, . i- -I I-I -!. I_ -_J 1[-'--1 1._1l[ 1._'-- I I_111 111_ L, �' ;j_ _1. __ i ,--�,. -1 I J i' r_`ll-! i;-I--1 I 1. 11 NEW METAL WINDOWS,TYP.r _ _ ,-,� r r7 �r 'TI ii T Tr f r7. ,.,I 'i r - , -, I'- rt ,r,l Q r r - Ll.. _r ; I a� Ii !1,L]. L.I,L1 iIL L �_ II L,i�i LiI _ 1.i1 a.I 1-4 - ! I ; r T1� j� L ,i 1 11 [ 1 -it �r`1 I' 4 1 J I p�l iI ! T i., 1 17 1]l� 7 �` I 1 w I' "i New Wall l� II.1 111_ _' r. 11..1 ] li _ - l]4, - I 1 1 . � r' I j �I 'III l'. " 11 „ I , I,:.!I / G J I 1 ;lTn. ,1 1,1�111.._ L li 1' 71_iI'I i.I, 1,1 � !I . _ !_!_1l I_!' . -Ii / �\ -_ . li �l ! L i �11 1' -.- [ _ '': illi__l1 �l� I, I',� lI_I'Ir_I �! 1.1r _ a.r. . 11_ _,I1_ I .T[� rl 111 o 1 i' ' _ 1[ Ii..! I11 i 1 ] j _ -V I' [[I__l 1' Ill 1, [ New Foundation Wall 111 1 I l_ - 1Ir _ r1,1 fI �I�, t L�.?�I II T' IIT, I_, I1Ii I"L 1, _I,� I 1 1I 1 , i i 1, 1 _ 1, - L I1, - 2 L'1� i T 1 rj I II 11 I I i 1 I'I I I 1_ I_ 1� I � I " �I 1:1"(rl _ _: II ,,_ I. i_. L, ' 4j _ i1 Z.;-i I.1 I;l_ ;:r4 -_ 4, - I l I_ IL`1 -. i i L ; I 1 1__ tl [1 _ 1- ,','-,i!I �L 7� !,r -T II + I1,1 L 1, 1'i I; �`,. 1 -rr� r �I T -------- Lines Above i lI i J. I' lI] `"[ .]11..l 11 [ 2__l I. ], LI-_ L'- �1'Iu- r 1 I 1 It.11 I_ y l J L �: ll i _ i I _I 11 i- 1..: . _,:JI_. _Ir,l 1`l 1 � , '1 ! 9 t ,1 4 i I 4 j AYC BOARDS-' F l r 1 1- _.I, I.:, .�,el, 1 i1 1 I' [ 1! / , _11 I 1 1�! 7-_�l L_t _Ir [.i.I .t1 ]1 lam' I [ 11 11 it , 1 1 I 1 I I I: I / I �+ -, :- Ir I [._, 1 L . iI_ -- - l ! -- H L _ �l r.tr_t �. a _ - �'� ''!r'' ! {I' -� "' ------------ Lines Below �� I ' Lj- `.�I i! 1i 1! I _I� 1i �-/ :1I.1!. '1,1-_ 1I_I I�11 -11-_[ '1.1_l11_l � - - �_ _It�L=I1:.r ' �IT1 - ��I !I� _ II�� i! [. 1-.I: L _Ij1_ IiI L:i I ' ! I�I�1 � I 11`� -r _�f_ 0� +i .1 i l -1 '? 1 I l `T��1 I �I I "I ! ji I I I j !r� 7.1 l OUTDOOR m —-------- i i �r I Ii_ 1 1_ _ -. I li 1 1 I_ _ ,i_ 1. �! Ii._ 1 lI41 T Guideline F r�,„ .,, . „- L L,J-„LI I I,l_ I-I 1 r --]-i - `�• -�f 1, �. 1 I I,I-�. Ll_,I I � I�L L I,•, ._',_. 4,. ,!,' rt,. :- S 'r-`- r , �I l f 'I IIT _ Ili I' I �, 1 iI ri' rI- 1 �i' i"` I � ��, T `I' ' I'�I 1 ;1 r 1: li 1 '11-Y 1 i , ''� rt ,I iI, I Ii _ II t SHOWER 1,i �1. 1 i; IJ .I I 11, l [. l �.( _: 1I ] _11! l Ii 1':. . '. I`11 _I _ 1, I i _I .I.i.- --I1 -:1__ 1_,III_ : 1_III .,it l l 1 L a 1111 L i l 1 I 1, I 'r` 1 1 4 > � I1 �� -Itr tI l 1 1� C 1_ T 1� �I T -I i 1 I i LL1 r1 i I i I' r'I I l l rl I , I r � IT 1 , i BEY ----•------ ' I+ I 1 - l_�� ;1 `[ _il L_, 1_rl l. l I� _I P II I I, 1 �: ;___: , I -,I ..�] .i . L ., _I_, .i-I _-. I .LI ___LII II.:_.1 --1i. ��. -;IL I, ] l T� [ .� i I _ !, I , 7 I_-11_ ! '_II I �i I I BEYOND Fence '�,-I i'r' r !� l I j j 1 r 1 1 r rY III ,I ? I r r'I I- I l f, r� T T`r r - 'r'r 7"r- r r l - - r - - 1 1 `` rt �- '1 L, r' O r [T_ 1[I .1..I- if -I _.rI_.-1-I_ L 11 I-L- 1� ` I, 1 Il, _Il.l- I, I�l ll_ [T 1 -�1 _� - 1. �[ 1_ -i-, �_ I. 1_ L[ NEwsroNEsrEPsl 1,_l , _il' -1-1iI [I .1 -[�I ir[-1� I[�I-L _1 .I. -1 _ y !f�-I �-�1-� �'I-rtI 1 1 1 ` I 1 J�,i7 1-7' -I r`1r'T-rl � I' I� �1-� r-:-I {, �-� - y T - :,l- rli .�1, , r I_- L, ,. .I.. !L F- II ' i III�I. I - 1I I_ � II -I �I�;4 I � II t ', I II III it : ! i i it i � � I 1 1 1 111 1< IJ L_ T . .1 T I l _ i ll i 1 i i` - ,�, 11 1 l,� r. I. I,.. - 1 r - I- 101 Door Tag 1 ji j 1 ;' r r >L g i 1> 1 I I i I l 11 r u1l I. .ly 'IC .ll l _I_I 1 .:L. L jL 'I 11 _ �, _ 1 I ].- 1.L -L_-' [i 11''l l I 1. TT TO S b FloorO i I !� -1 . .I _17 III[_ 1It 4 ' - i 1 [ l ; I[I I, i] 1 -, L, l � .iL_ 1I, I _ li 1-c Il,,� I�"-'-r I 1 1 :i 1, ,_ ,_1 I_ 1 I I I I, ! I ,l,! I l ! I- -I I .I I -i-,I l 1 I--I I.I t. L I.- i�I :I ''�_I 1._.1, I-�-1- -I I t_ - -`^I -•--I � t'-'1'- r71. 7 7r - -r.l. I'I I -r l,I __ I �-_,', :.-, - -. t; -i r'- _ r �r 7`f - r� r` i I' - - - --� 1-11 r1r.1.1 'r-_:,� 1� - ,1 :1r1.-I �` � � i _ J - - - - - - - li [ L- 'Ji If 1 ill II[ , I _II _I�- I a i .1 !_�11 [,i_ 11 — - - - - - - - - - - - - - - - - - - 1[ ! it 1 ' i - - - - - - - - — DATUM (0'-0") -�-- __ �- [ I i _ 1- I >I 1 I 1 1 _fL- Jam__ I r- -, 1, _ r. - — — — — — — - - - - - - - - - - - - - - - - - - — - - - - B.O. FIoorJoists sos Window Tag I o -10" T.O. Foundation Axxx -1 Section X, O Sheet A-XXX o m -1'-1" � o m g xx L Detail Tag 0 O (x�. � \A�,odxy Elevation Tag - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — T_O. Slab -T-8" X x Axxx x Interior Elevation Tag 1 Building Elevation - South X Scale: 1/4" = 1'-0" DEMOLISH CXISTING I�ROOF U !I- : L I 1r_ II L- 1 1-li 11 I - 1 I_L I r 1I 'u- t7Y 1 L L1 i:I -]I I� T' iI I 1rr_1'_r, IL1 'r-I�,rf- � - I, I I L- i 25'-ON CA� "t-' rr$ �-rr �r- l 4, l_ 11 i, ._C L I r, }rEXIST.ROOF FRAMING, a r L, r Ll r ', F t �R� NEW ROOF FRAMING& r, ° i_r NEW AYC SHINGLES t$ Tlt lI7,rtr -T�ll-L. DTI F71 j'7 r � `�tJ ``I; La ,il AYC SHINGLES -�`L lY i ,, J r L,I I r I_7 ,-[ r r Tr; 1 M E R Y L K R. A M E R -t i 1 r ' r J',, ,,r r 1 1 T+ T'- - �, I r -1.,.� III -1 ,, - T 1 r. 1' 1 r [ I, ,�1,,-I,iT l J IT 1 -I :- . _ ", r �:CI- ,=i_ ITT' I ! 8 r C h 1 t B C t � t.r-'I 1l '.T7'.- J - ,,?`T '] I.I.L lj*.r IT` 1,1 T �T., 7 r+_�T `r7 I +_L a IT i_,11 I �-r- ITr I,I 1T u' � 6 11 + r, I 1 1 i-.. i i LI I7 t�!i _ 71 .i r' 1 LL 1. r -- r , _ Z t 1 I LE ` - - '1 TLL t �r1 ' Ti iL � 1 r r �r r1 t;` T _1L 1 r- , r1 r rI t T -' - t J,L ��,L TL �1 - -- -- T _T' 1 , �_ r ' T r i 1n,.. I TI,_l I 11 ,T C 1rtr` L t� -'1 i_LL 1. ru TIi l TI u µ �- S' ? y - �I l , [`.- `J t11 - �['.-,i1I Lr 1 I-! r[ 1;'. I 11 i� T' [ i1 1 ! L TT I L-Ir,�±Ll- Ir T1, a r,- TI. ,r1 7 Tr '=I i T 1 I I r T Y L. l r-' r" T`11 :!ri? r r 1Tr I r' r 1 i I I 1 i l- Ci LI r ",_r:r.. I,t r ., 1 LL ''r_7_Y1- 1:�1_tr, r-==�� f u_-r LI 1, L try-, { , {-I'11� - -��[T�'�+: "r _ I r ,, s_. . 1�1 _,,1- I 4-L- I ANEW LEAD COATED COPPER,HALF ROUND I t_, : ,,,1 __ [- r .. . „_ _! 1 l I I I r �T T '� r l r 7 -T 260 H O R T O N S LANE I't T a r tYr 7 L Zit I ,.i r 1 TT `.r`_ - 1 � - GUTTER&DOWNSPOUT,TYP. T- �r 1. Lr _s *� t L L f i I L s, ,�_, �lr,l'Tl [1LT 'r T _1,� „Irr�[ , L 7 1, r T L ,. l ill r �i j Ti 1 _ ". l- I ' f TL. 1 1-1 L 'I- , , =.T: -,+ '.,i _ -t ii .,r:J.,'- IL-A"T;; r ,I''I T'-''P L �rl$' r<. 1 it l._1r� T i L � 'L7r u u, I t �r ' z fi',_ t1 t T [ -1 � i` t"t r 7�7L , 1T POST OFFICE BOX 1600 Ll 1 lr lI �` 47 J +� r 'T I .' Ll Imo- T r 'T 7f � I" - -\\ ,� �L l -`I - I J -T<' I 'U_I I_ -r Lr r:r- _iIT LI� LT U LTI,1 J I- _I I I.L,1 r, _1 i- r� �r,4,Tt I i 7 : ll ii ,I f;I,I_.P 1 i "�T I i[ i _ ,L -L -r1 Y.. ._ -r .::I ^1 r _., L.-1�... i., 1 I T.O. Plate NEW LEAD COATED COP -' � i- -T--- " '77 - Ir '}- T� 4J - -`- ----- -------- -- 'I-,I *_- --J -- 1--I_- I� � ;. - -- -- -- -- - - - - - - - - - - - - 5OUTHOL NY I I97I Ta L__ - D I1 ,I -II ,._:T. L_' L l rI_ ,T ISL 1T _, i1 ,. :1 1 17- Il1:Il III1 I! -'i flI I'1,` i r r u �k HALF ROUND GUTTER&DOWNSPOUT,TYP. T,,. -, I-. _ _ l , i T T r t_ _,.-r.1:I r,. 1 _ 1 1 C-1I. [,I- - I: � NEW AYC SHINGLE DEMOLISH EXISTING t _L 1, r_, t T1.Lr L, -5 1/4 7 t1- f 17 l. -z_1 , _ t r ,I TI _ [_ I lr '� 1 I 1LII I �ii'_� I SIDING,TYP. /—R00 6 3 I 4 7 7 1, s� f r, ? J- „il 11 ',:Il-T;'-'r�' I I 1 1 s-I rI �i -I�[L. T F 3 6 I I,1._ 1I 'll l .r 1, 1_., �' 14 IT� �\-- - -- --- -- -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - �- - - - - - - - � L - [ _ Tim - 11 iI 1 L. ry_ ...h = _ _ _ 1�1.1� ,hL� .[� I,;. _ ',1, ,, i ,! ll__'i I _ SCONCE BY OWNER,COORD.LOCATION OF m k a r c h i t e c t c o m L Ll I II _I _l 1I �ii,._ i:L l4 1L_L:; --1 L ii_ ?1,1 �.I, iil 11-_ (,11, I. I, I jI.TI,IJ - 1'i1 'l 1. ili_ i_-.�i'Ij I �'---� u.l. _ilil iI�L BLOCK&WIRINGw/ARCHITECT,TYP. �T I IT 71 it 4 I ! 11 1 ,, T1 1 Ti i Tr, l is I - - - I ' I I , ff 1 7, - n PI- 1I I I I, i11 �. -I 1 1_ i I < < 1I 1TI l l NEW AYC SHINGLE SIDING,TYP. I 11I T I Ii_ II„II,,-I[I-.I) 1 I- I Ii . I,l ! rl_L I, i tll i IT ; [ [ 1 �, 1 �f \ o f I- i— 1 - j l 1 �I T I - I M / 1 I i 11 - - - - - - � r' [:. - ! New-GLASS RAILING-AT ROOF TERRACE I [ 1_I 1 1 1 ICI I jl1 l� TI 1, I �� I I;I r l�i IL , - , - I. $I II 1 T , Ljj L 1 41 ` / rl I'-I- Jr ,_- - - - _ I - - _II , 11L i _I[ t, _1 I .I 1, I l,l� -I I �,l_i_�'1 - � I _1-.I T-I.,t r-y-L� �l�t�.� _1�,iLI_*[� �I r ~ \ LL. ','I I I l: I l I '_ I ;i I[.' , I l: I_ 1. 1 l t_. LL I�-_I1.1 J-ri l- I1� 11 IJ�' I� 1 I l 11_ 11 ) ' ! I� �, T I i. m ` ri_- I _ T: I .I-- ri �- I, I_1, _ '-'_ ' l _1,J lf: �I- ii , I.!Tl. r i I _,I ?� i I_ _ 1 - I, �I, ( ` r i r t 1 _ 7 T '' I _,l ; .�, ; tl',<_ _I TT �`1-� I.� 1 I, ,'I, - , > Z) - J111 � i,.-i�: , ,I-_.I It_[.:,]11,__I_ _1 :;L,]f,-T il,_ .Ir:;i.111. l 1',_Li�._I..I�T, ,11r,-1T, 1'r'111I i,_�,1_i(1 L'_1 fI - lit 11 111 - , 1� �lr-.' �11 �1'-,__ ,__.11 Ir-If. L I�; I-,II-, ` I UJ _ �I 1 _ �l l-I.1.1 1- 1.I-,1_ [l l -Il l l i l l 1 1 1 -L. I I I _,1 !__ 1 - - ii,l I I1 -�. -i 1-I I�I , l I - I o r,I �- �-�r'r I I I I I i l `1_I_-'rr iI ` � fl_ �1-!- �I _1 ,'I IL`L 1 ` I [l T.O. Sub Floor .-I IIl.I I�q-I 1. - .,i _ 1 1J I1 1 11 1_ 1-L,I_,-,i1 .1 _ 11, 1, .r IITJ, �',� r 1 I _r I-1.. l 1 1 _I 11_i iL -1_ _Iil. r l litl�I .rt1.,�1 _ 11 11 O 1< ff� ��_�� T 1 i �11 Ti Ci 1 ( lT 1 I- L I _ 11I ! F _I ! i_I-I_ [ [ I 1_ -'f[I -T 1 f I I i- .:,_ t li. Ill-„f. 1 L 1_ '.L. l L 1 I� 1., _ 1 �'_ I T !t- 1 .I I I Ll r rr ,_.�- 'L- ,— ,J! i ,' r , `y 7� ri - IJI ti'- 1' ! r r'; r-r 1` ,`I r ,: r - 11 n T -i-I'-i r } I lt- i !is �I, TI iTi' �t!% �l I �I) 1: 1 N 111 9 -4 1' I _t� fi'I I, I : 1 :. �,. I � ,Ll -ti-E11 - L ,11 1 1.11 -! 1 Ll_1.1.1 . 1�1.1.,-11 ;. I 1, , - �I, !_ L _[Ili _. -ii.,_ -' - - - - _ _ r' - Scot Residence -- - --- - _ " -- -- - - - - ----------- -- --- --- - _ } 1 _. _T t1L t I ; -`II I-I_`, It _ : . _ f� 71 I_ i. L 1 _i;_ I: I_ L 1- 11[.�[1 L µ . 1I ��- I ! SCONCE BY OWNER,COORD.LOCATION rl 1 riyffli r ?r 4 f i ` �( � . I III ' I I I _ T.O. Plate 495 N. Parish Dr. I T lt l I -- -- - - - ---- -- r' --- — — — — __-1.LILL'_,_,i -_+-1- � L t 1 :l I___�� 1 -� �l I i�I,L �1 � � � ( -,�,' it� �I. I_ J I__ 1--�_,I � L I_ i I I �� i i —�- — — — OF BLOCK&WIRING w ARCHITECT,TYP - - - -- r I' � -„ ; I -`" / � I r ' � Imo_ , I i' I ! � I I 11. '1 I t . s N 1 ,�,�� I 1 J I 11 1 � I I I-1 11_ 1 Ill I _L_ 1._I, _Il I,- I I -1 11 '— , I; I -11. . �11�L - �- -- - L 11: ,I,�, .� 1 .lI1J � i�1 ., 1,.... +-k' — . - - - - - _� -41' I -1 - - r� - 1 r 1' j``- r' I - _ -- _ Z Southold NY 11 I ,i 1 1 I I i l 7 1„I 1 I l i I - _a '1 11 1 1' ' `' ( 1 1 1 1 AYC VER ICAL 8 1 1/4 971 I ' I _l I i 1-_l I .�i _ ', , I I I I�1 7 :1^ '1. : It_ _I�, �� r-;1r_'r`r�r-' . ll , lrl,_. ;11 .1'' 1_ I-I h 1 I 11..1 '1.-I I_1�.-, ,, ir.,.i.l_� 1�,. U- .L_11,L1-_i,�_,l, lr _ -1_- � T r ,[` ,' ; ; r 1: -[I r I �II''i I JI [� l I I> I I [1J ':_ 1 I. _1 l! [ l 1' l 11 .I. d ,[ i ill 1_i 1T [I ll_i 1 L '` 1 �- . I i L 1-!r,i L lH '! h -r-1 1 -- 1 ( 11 1 - - --- - BOARD I- �1 � rl �! i I _ t 1 ' i_! T�- - .L_L 1 " L_ 1 l �I Ti II 1 -1 r, ,1_l L,I,I, - l,'I I ;1- 1- r1 l l,,l_ I I C,' L r [7 - I r ;l - l - � 1 rI :I 1 i1 i 1' ,SCO�C�1 ll i 1 "r T' ' i rI 1 `fI C 1_ Y1j �� [11 (�1 fi 1`i1 11[ I,,, 1�Gr >I [l_1f 7' I.I1 ]_ . -1 I� LL _ l[rI T T' I �r 'l �. f l L I 7 I I I 1 I fI '1; i 'J �, T [ rT_ Ii [ T `i T ` � i T, E 1 i �I i L- o SCTM# (1000 71-1-5) I T_;i1 ,Ill - r I. 1 �j [ 1 11 _ I 1. [L T T, I i: i ;'i I,16, ,1.> I; . L _I I 1 [ C,T I_,, I[- I i 1L ' L (. 1 1 I� = _ ►� Gl '- l' i \- TT o r i J - I II ,I I II I O N v i1 , _ L'' i_ IIL 1. - I_ Irl IT.j.�.1-?� -,'!,i 1._ IF, -,:iL l-f-1-' t-1,'.i_ L I _ .[L 1_ L.�y - - I I o � p � p -11,.y 1 i'LI-� iJI:, -I� - 1_ IT 71`rJ�:''- r' 11 11 h 1 1 i 11 i�I r, j I FOR L, t �t �i 1-Ir, L 1 ,L_._[l I _1I. J t �1 _ ALASKAN 1 t 1 ! - - •1-I 1,.�-� -la Il 1.L[ .,l_l1._r 1 i1 l',.1TI 111� I ,_._[..I I_.I I I.T - - - - - - - - - � _ ,- �, „4 _,!. I 1 ! 't r:fl-r I1.,1; �r .',... : ._I „-,1 ,� rl„I, .- li_l.�l, ,.I- I1[ I.l�.i -_, .i - II--'r 8 .I� I �� .I 1.�- - -- J� - - J M O G}' p� LL W�LL WAL 1 I[ l r 1 Ill 1 [ 1[I I i i I, [ i r CI I.-I1 [ I - - - - - -- - w T [ ! O 1 Ii� ! YELLOW ! I - cfl [ o f 1IT l I I i 1 I� 1 I L J) I-,1 I' Q CEDAR CLAD GARAGE DOOR Illi I � 1' II ��T, t_ ll ril [ llri l l CEDAR 1 r '1P _ l L 1 L' li 1 I C I l i Iil _I-1� Ir .l jll Ij I 1 LI I L _�Il[ ]' 1 ,_ ],, cV w ahi ( ,I ' 4 - I I _i Ij LLI� [ I I T T , ' . I r [ _i' f''�� 1'1 I :! i; 1 V-+ Q cD 2 [ 1I l f,,1, .lI - OUTDOOR 11 _ I l [i 11 _' I, 1 a i. I 1I. I,.1I ! ) . 1 ;_- 11,1 l ,Ii �L I :Il [ �l �l i L_sL 1 L iI' II 1 1 L_'1, '�1 1� TI 11 / l``'- o STUCCO AT EXPOSED EXIST. - I I i_ K ill 1_I_. I I 1 1 I 1 I 1 SHOWER L L T� 1 i �Tl ! 1_ I ij1 rf !11 P Ti ,i,l!_1 I - 'I 1 O F- 't'I Lr I_, - .I � I II 1 _. h fir, 'I- ill �, 1. r 1[I f „ I I I I i11 _i:1 T L IL ;[_l �l1,.i - — - I --- -- — — — — -- ----- - -- I U - ---- it- l'-I I�ul�I� u � T � III - L'11-. :iJ . _1 11JrIl_l.;�.L I ,� ;L.L-i I f , �-I I I I AlTr_ , - -- J!I' -_ - —-_ . = _ - - - - - - -- -- ---- - — T.O. Sub Floor FOUNDATION WALL,TYP.,COLOR T.B.D.-_ _ _ _ - — — — — — — — — 1 - - - - - 1 (� `Ii . - - . - DATUM (0' 0"} v - `- — [ r - - - - — — Elevations r - I - - - I - - 11Y i T a1 ^ter I i. IIIT 1.1 I - - -- - - - - — - -- - J - - --- - --_-" - - - - - - - v ins . . . _. -- -_ - _ 1' i- B.O. Floor Joists . . . _ _ . I � . 71 1 _ _ _ _ - I - - - o -10" IT - - T.O. Foundation \I- oa -1'-1"AYC PORCH SKIRTING 0 FD C0 GLASS RAILING AS PER NYS CODE U) O H - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ — — .._ — TO. Slab� SCALE:As Noted -7'-8" I ( 2 )-Buildin Elevation-EEast Scale: 1/4" = 1'-0" A-200 Bldg Dept cony from ZBA Filmal reviewed doCuments tSA Rile e �7(5-15 natlr, / © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/2/21 For Disapproval 10/5/21 ZBA [iEJA01 ISH Ch12;11Pi+:; ROUE- - \� -- - - - - - - Ridge NEW ROOF FRAMING& I I �, I J,I AYC SHINGLES , L _ .:ii11` ri� jT111(�I!! i .: I I�_��I ,?_ [,_, 11,_11 I i I I 1 I 'L �I i ' i - I:.. �I , , I� rl�-[ I � I , [ j�. 1 I; 1! If 1,i 1 [. �, 1I -rl:rl I >i�(_I I ( �-I , I , --- I I t r ?r 1 f T , I rll �_' I ! I �i 1 1 1 J1 I : I I I '� :.-, T� � �' �� '�.i - lI JI I i� ' y ��11t� l III 1 I y i ', JI , .J 11' .�j. ! J I!_i 1i i ', ;_ I!„ ! 1 J !, _i'': { % 1ii?I 1 J rl 1T l (;- LL Tl �1. I ii jI T I l F r` i J _I �_�.: _1'- I,-- : _ i T_ _ _I: I' I, I.-?]_ i JIi NEW LEAD COATED COPPER,HALF ROUND I r � 1 r 1 t ',r' � �I -r �^ J�r�- 1 r _ II lrI I;_ [I_ II, rI ,. II 1_ ,I _[J i _IJ{ f ! r1T1 Z 1 I �J I I 1 i; _I IJ ' I I � ,II r [ 1-T ' , f'�- I 1 I ,: I I ` is �'-` � T GUTTER&DOWNSPOUT,TYP. y -- - - 1 r r r�( -1 [ _ ! 1 .._ I _ f C�ORD.4�C A If3N' _I_J !it �.J_ 1Y, 1_`.,C, I 'r 7 - i_¶L !L [L I�1 r I } 1 I II r �T }7 I� f I 1 1 �l �L; 1 I'I F BLOCKI 1 I, �rG� 1I I1 I I 1 L, COO�tb.LOCA _l i !' i &WIRI �I III { 1 LI i _ l,_..11 it I w 'ARCHITECT ( i III r� l _I. 1_ I �I �' i Il l _ I� II7 -If OFEL'OCK WI RI IG�' �- 1 I;r, ,I [-I L- L 4 1. I 1 - --11-1 r-.;a. 1 _i 1 1.l T ,!, _,t _L,: l - - - - L� I f ' ' I ' Ill ill { (I ! [� 1 IIi � tlr LLr i - - - - - - - - - - - - - - - — T.O. Plate 'Caf'�RCfiiTE£T_. �L...''_-,�...u! 1-I I I ?�.. ,Il...�.- , I �'�r I„ -• �'=--�y,l I ! j I I ,y�I — I - 1 i 11 L 1_ I TL1 L1! ( 1 r r 1 - NEWAYCSHINGLE ,1 I: A -I i' III �.T [ I-I- - 1 f! _l!�-_111 1_J J ,1 (.II 11 III i[ ll_I _I I!! _II' , 11_! i. 1�[ (-: Ill 17 51/4 �.� f I:I 'I 'r y I SIDING,TYP. ! I �II J _ _ ' I_1 �1,�-iL� 11 Ii �[� 1, I�I I -- - 1 'f IP SC NCE [ �I`S ;E - - ' I! 11a,i f.}.r 1I_ l 4 ' 4 L �! I L I L �I 1 �, I II� , � J tFi ��] YO OWNER ' IBYOWNER �EREp I kI S q I_ f 1 II i L1 �J I O c f : Y r NEW AYC TRI YP ` ,( .iI .I. __I _1, Li.� '� r ` O �iaY I j •�� 1 �' NEW GLASS RAILING AT ROOF TERRACE I --!,=J-,- � � L T' - l�� 1� { M T NEW METAL WINDOWS,TYP. TI7 jj T I ,�lR� f� l i T _! I!_L,? I co -i : I _ l i?.II 1 IT P �l I L 1 ll 11 !.I ! � E , _ YI I r -.- i 1.1 ' �I _ L-- U_,�I 1 ,I� �I .l. _ - _ I �ii 11 J, r( l mN l rrll T1�-f I off L_ r,i` i? 0I ' LI 1.1 Ir - i Ij ' ; J _Ili)_ �'_ 7 I_l.il__ll.ii, �' - f Y n J _i�_( _I �!_ _ I � �.1 I L_� L .1 i_ T.O. Sub Floor _ 11 I � I o a II I I: I i I I I 8 li I I I I I - _ - - - �-- - � - - - --�, I ' t� 02 T 4��" -ate r _r L; I 1•I. �.,., :,,:_,._r.1 '11`f-7 � - :.r - ,� `' 1 1 !-r' -- , , 'T't , �, � 'I -I�7-'—r- I- 'r'�� `r I - 7 - r T �� -:�- ! ! { 1 :. I { fi ,I'i I; 1, 111 _�IJ I{ I _I LI :r. LL.T t + I. „ O T [ 1 1 ' _: i_ l_ 1 1- `_I1 .1- :1 1 I r-7 1[.:.,_ I1�1 . 1 L 1 n f !l 'I J I_. `iyT[` O L 1 of I .I I r ,-- �.1_. ? 1- -, -,�l a. _ r r J - - - 9 -4 - - - - _ _ �#- ! IrLL- � i t , TT[ i_ 1i1� [rYL ' "'ICI - - - - - - - - - - - - �[,_I -- ? �OORD-tOCATIoiV- I�I T,_Il1 I rri J JIi _ +'I i ! LI ! 4 IJhI' T.O. Plate 1 OF BLOCK&WIRING - - i. ,i I." _ I -• t - 1 LlI �L i. I - - - — - - --, �� -wlARCHITECT, - - - - - - - - - - - - - - - - r �- = 1J Illl -III_liI !1 : t - -- - - - - - - ' I �, JI 1 1IIi.. !� 1T i l!. T, ( l i I_.,S O� OIN E_ _ I !,ISCtlNCE! - ? - , I J' I_I1,1_'L �I, -I, I,-'i-1.' T_.i fu �SYO N 0' ERI �. F RYI°1MV{JER 1 �- O ' L I;/ \ I` � I II I I I �" I il_ !1 1, J II 111_ ! II II �''I ,1 I I t L�I �l I - � �� !,._ Drawing Legend: ]1! (I ; Y'I j SCREEN I 1 [_e- III l I_ �11_ l O _ _ _ _ _ _ r ! i PORCH I.i 1I , - - - - - - j Wall To Be Removed Il. Ili, r 1 l I 1 -41 I J _ l l� LI F / I g 1 .i 'L h' L_„ - - - - t 1 [ [ irI!;, - - - - - - T,L,,.I I 11.I I I 1 - I1 m WallTo Remain [ � 1 O ill i 11, 111 I L ,_ I_ J L J1, I»I, L hL m r '-I LJ 1 tr1 1� 4 I_:I�II JIL1 J'I 41 _ 1 1 I III, I J 11 i, IF 1' 111?f i J �l [f Ji. t' New Wall II'_I I1 I,, iI_ l 1 1' i� _1 j1 0 New Foundation Wall II 1 L OUTDOORJIL_ tti`I ! 1!.t _ l: ( it �I ��!lr_']'1 I M [�,II ' -------- Lines- -- [ '�4 411 i! i J -� HOT TUB SET INTO WOOD DECK b _ _- - - -- -- - - - - - - - T.O. Sub Floor J _ : I - _ �.L: --- — J ';_l.l,l — — 0' 0„) ------------ Lines Below BEYOND —''11T 1ii�. [ !• -r 1 ----- - - - - - - - - - - - - - - - - DATUM ( __- _ —•------- Guidelines B O Floor Joi sts � —..—..— -- Fence - - o -10° O ios Door Tag m O O AYC PORCH SKIRTING AYC DECK SKIRTING m m 101 Window Tag g V) O Axxx -, Section X, ~ Sheet A-XXX -7'-8" xx 1 Elevation - North Detail Tag Scale: 1/4" = 1'_0" Elevation Tag x x (xxx x Interior Elevation Tag x DEMOLISH EXISTING R01) rlof_pn_ - - - - - - - - - T.O. Ridge M E R Y L K R A M E R � l i' n r_rr�r r r L1 t 25 -0 a r c h i t e c t m'Y Ili r 1 f I I 11T,I I- Ttl NEW ROOF FRAMING& r, _,1 Tyr I n JI T AYC SHINGLES - - C _l r rr �I Ir l r Ll1 1 1 i I,-1 r ' `ir- L7 `1 t �1- ii -1 ` T 1 Irl ITT i. � : .,111 _riirtllI ,' T f; l-Tr -_� ._ - 'r r 260 HORTON5 LANE - :.7`r I,7 a I 1-. 1 rr- I1_ l�i 1 II -ff 1, I__ 1 r i t. --'' 11,- !fI r T .': l I rr, 1,1-- I.! 1 TL1 Y i xr�: _ 1 T.'f J r L �-� _ I I Z. t JI --r-�- rL Irr. r _ Tr , C Li_.' POST OFFICE SOX 1 6 0 0 ��, T`---r�,-��: _,1-,-h- t I t�' ;� � ! ��l.r.j I ' �- 1.,� 1 — - 1rr rl -� � - --� I_ -I�-`',,. �11 1, I � �l �I1J r---,�,,, „-�-- �- r,, l `K: r1 111' Llr, .l111 , ., € 7,_L IJ 11.11 rf [J_L _ 141; iT'' t t I r.FIT 1 ;� ilT 1 f1,L ,I 1., ,l i ,l f,.- [:,-_ EXIST.ROOF FRAMING, NEW LEAD-COATED COPPER,HALF-ROUND n _ri r Y;lT t u� _ C_I c L Y I I�u �. z T�T_II ,}! TI $ t t - ;: �:. 1- r 1 .' r, t i-:r i `i t r r S O U T H O L D, N Y 1 1 9 7 1 I: _,I r 1 ( I I.,_I-r'- LI_I r_il ;, L. J, 1 ! :' ! _ h1 I_ z 1 7 r i z, L r r_t _r z; NEW AYC SHINGLES GUTTER&DOWNSPOUT,TYP. " IF', C L r , 4 -� r T I - _ I� ; !_ It T L 1'] lli�n Sri 11,r l irL: I_.�n L _ I I' - L T,T 1 _ J - n - rL, 1',,1_.ir _C _ 11l - t I,L,,7:tlTI l 1i �11 iI "�` is J L: L L r:I- 1-'I i l L-T 6 3 1 4 17 7 8 7 3 6 _ t1 T L '' JIF LEAD-COATED COPPER, jr r7 rT" t `r`I r 1 d L ' � T_ LI t I i `T I. i-4 -(CALF-ROUND GUTTER&DOWNSPOUT,TYP. f' J,_;!1-I,r ! 1 J r .1 I CLI 1_ m k a r c h I t e c t c o rn L.uJ 4 - — �' — _ �� 1 1' � ,: �� TI I t_ t1t - - - TO. Platee r r I 1� 11- I _ 1 L 'T P�"�qL u�- I NEW AYC SHINGLE �rt_[ lll l�l.i 1?, Llf l � l ll �I � ' `� ` I - — — — —17'-5 1/4" SIDING,TYR lL, �., . iJtl ,IL .l _. : 1 _ t 'II L�- I 1-i1 1r 1 -r- I r "ir.l Ili_ l.- !'_ �I! lIil- I-1-,Ill 11 '. .41_ I r ` - - _-:�11 r I� [ all_ —_ ___ !, �f� c� c I' .I—.t i .I 1,L1—L,1 �1, Ir� _!� _:1. �._ �_� !...� n� �i._ l!�J W , DEMOLISH EXISTING L [ _,l,l I l�-!::I - �I -�L �_r\,�LL,H EXISTING J � l 7 I� T ,' T' ' DEMOLISH c Ic I �! EXISTING� �� LL �!-.I, � � I! I � T ! � T` f- RoorI' i ii.1. 1 Y Cl / I BOOR ff��I I I L ' '-1 ' 1 l Li-I 1i' ll;!r I { I I'L1 1 11I _III.jf 11IjjJ ? � 1 ' I! Y -7_iL L_ it!1.1 J Il I.i-Ili_ IT _11J,_I _[! �- 11�i- 't 1 - ; - 1, NEW GLASS RAILING Af ROOF TERRACEII Ll ' i fI / J / I, I_I.1 .I,.li I� rI1 _ � 1 r , L llr .�I 1]'„_ I�I:,1J�_ Lr�--'--•�I> r!,�.1 ,. ! i,— ram, L� 4 I , Li1 Jam! Jj-, 1 [ J / J 1 t r 1 I ,! Ill (' l tI', I lT l l�j` ; + l f _I 00 Lj- ( I li L`I[,i I 11, IT.II-I 1_- , 1 `l:-!- -L - 11 11 ['' I 1 L IL 1 II IIIiI tII I1 �[ _II_r f, , � m �,i: -I I l -i � I � � Scott Residence y{1 .I_ Iil 1( ` 1-! IIl I'1117 .1 111 111 {T i];II it I'I 1 i''-'lI,L T _11�i1.,i l T 1 I I) I I 1--1 �_ -1,i _j . �I.l (I;I. �I . Il_ [ I' I�I 1 II I1 -1 [ , [ II ll!� I- Ill 1_ 1I AH J1 ..�11-L1I L[_[I1_ il._�1_!r .>�. [ - 11� 495 N. Parish Dr. 1'I _l' ij ii .. I t T I- T.O. Sub Floor �1(II 11[ ]' a .l,l ,i.;rL . _ rI ._L, ?,.II t rh l- r_l _ _ -,' I 1 i { O 1 , 1 I I 1 :'I- :I LL I i— ;�[_L :- '- _1.'i i : �1 J III t I u I i?1 UI 1 +� _ 11� 11. 1 - - 4 _ { il_-. �J J L I ,— r1 ;l� - - I 1L_ I ! J '[I lr_ ' ' t; ( ��''_ I _.IJ..;�� _..._L� 17fi� 1� I ,-��I >�l�L�� .1. .F 9 4 Southold NY 11971 - >r f r till 11�I 1 I=1� J7 Ir -1 I,I [ , Ill 1 l I.1.� 1 — - -- - - - - - — - - --- -- --- — u - — - _rl - — -- T — 11 N- -- _ t -f i ifi ',Ir rt — - -- ----------- 'T L _{ [! i I I.. 1 I_ 7 — ,_i: r -r �4-t`1 --[ _.I.i -, �L 11, Ir 11 11 ,_1 A I I 1 - - - 41- l+ Il l �`'I ? ,;[_ Il _, -[I I �I u: ram' -� r r� _-� 1i L ._II L_LI f :-I 1 { L I_ T i NEW AYC SHINGLE SIDING TYP. 1 �il- r` -t7 r`r' ,`,�t- -trL lr - 1 :1_ ,.I I i_ �� ,I.!,!-_ ',I .L: ,�,. I :_ 1_'-L l ' _ i. _ ,1 , IYfi-,I 11 ' . 'IIh III 1. I r Lam. I' h !!I I TO. Pate SCTM# 1000-71-1-5- - 1 ti- I ` 1 1 �' J� L i I=iT 'r!;-'? il`� i I f L, �-: I 'I 1 1- l.: � :I i SCQNC6RYbVVN�R;I-I 111 !�¢- � - L t. J I. I, - II[,1 J1 [,,tip-�[, _I I. [ [fi_I_ [. I II': 1�: 1L. L l _ i I ,r i 8 -1 1/4 I� - 7i Ivb DI �Ar(ION AYC _ .1 I t III 1 -� 11 ,� , i ,-I I_ ,[ITL I �l I I i I r ,I. - �hl- :!L�'l - - �-� "_i_ ' I r I ? � I I. 1 � '� i- I i I � �� ° ?� ; ►- AYC VE TICAL ! I I I TI � - 1, _ 11. J I' I 1 'I' r`II, ]� TI� l� 1"IOF BLOC�f -- BOARLL_ S ! T� rl_I. llr l-I Lr i I I. h T. 1 L 1 I- 1'li L tII T 1 (fi T n i , , !�� II (�_. T� .1.. ,Ir ' r , . O _1 { _! ' \ L l._ -! i II; / \ -- ---- Ill l I_! T. I I. I II I i�r k, JJ I ` ,j i L 1 P L ,(, II i 11,1 r rir `1, 1 1 li ,I I O O I I I L- t i'III .. l [ !_! , 1, I L_J-,L_ l I'--� 11 ' t T( 11 T T i L. _L_- 1 iT. ,I.I Il ,Z-, l_ o cV O I I SCREEN I I , - + II Ti =[ C= _ hl a l.:i LI- _ -- ,1,:1,L_1 l I I I { CO O I - I i l 1�- IT rl rl I '� L J .: ll: r' T; , T Y! C) ! - PORCH Ii :i� _{l, 1 I 11i1.1'[> uLl_l�J1T,_1_J_ 1.L''Llrl � `��:-. J t1L_JI,i .1.:. .L �1[ - L I F.I !. - 11'>L `I / 1 ii i Il_4. IiL.IIi_ li o p L _ L 1~ ` I - _ _ t' TI r T W m II II II II II �. — — — __ I; i ��',LI I_li�1_. Il•r!Il_ I,Ii- I �I' -1_ -L_ _..,11--.: lr �_ _ 1, l,l`,I 1 1 �,I-, I Li,L L.i.i._ !fir L„,1_. .I. _ _ _ LL LI,_ I - _,C [! 1 LI _.LI _;IV h _ i i J . m iI ! { T �' Ii r l'i 1 I C W �L' 1 r I -I j Q 1! 1 J. . . I. ,1 F ,I 1 f l r '( 4 J t J.I I c� II - I�_ . ! .l �� _, .a_.i.. L J, (: {1 i Y 1 ,-.1 1 I f Il f; 1 :I i JT.i .I._ r C (! 1 1 -- - LJ ,t- r, i j 1 1 T L_1[1 rI 1' ! !' O , �r r .L - J L �,_ I L ia_ ! �T__': Jrt_ L't �_ I � ;1_ `1 1 �1��' _I � I D 1 I I- I I 1 -- .,�- �1-f, I �'- - ,T 4 I _ T-1.7 �_ � a�1,I`L_I _.I _J � i.. 11�_ lr,_. i..l� ,.,L L Elevations I_ll L le L_ 1 ? I T I A r i 1 I[I _ ' O \ O 17i_ �;-'.., l I: 1.. .� l1 ,.. ll '1 I I it 1iI r �rr�� {I II ` F_ - [11 I L _ I 1! 1 . Ir 1,, ,IL. - .l, 1T11 - lid, III - .I 1, l- �. i-: I . ,1::, ] .,Ij.l 1 �.I,I = I__ I : f i ! 1 I I rim' '� ,1 !r-1 �:.IJ -, �! 1, . Al Lit �' I1 n T t?! 4 {1 - -I ,I-i �'' \ -,= i 4' 11 -h' l - -�I_;J. ! L! 11, ,� -I l -hl 11 [,I 1- T.O. Sub Floor -fit' �I� �1 - - _— — - - -- --_JL L�JI 1��J _ _�� - - - - - -- J_Li1_ IL_ �] ll., 1 ,�;I- `r J.L: I - - -. -.- r DATUM 0 --0 , ,I - - - — - - - - - - - - - _- - - - - -- __ --- - - — --- - - - ._._.-- __._ ____ — — - - - - - - - N B.O. Floor Joists ---- -- ---- � o T.O. Founda i_ � Iri STUCCO AT EXPOSED NEW STUCCO AT EXPOSED EXIST. O AYC PORCH SKIRTING FOUNDATION WALL,TYP.,COLOR T.B.D. FOUNDATION WALL,TYP.,COLOR T.B.D. � H GLASS RAILING AS PER NYS CODE M SCALE:As Noted NEW BILCO DOOR O H - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - _ — - - - T.O. Slab -T-8" 2 Elevation - West _ _ A-201 Scale: 1/4" = 1'-0" tlg hdot ca;y from ZBA PItl tevinwod it ents Z6A Pill 0 `75 bet11 ' � © 2020 Meryl Kramer Architect All Rights Reserved 495 N.PARISH:EXISTING HOUSE Northeast corner of existing house: Roof plate height is approx.+24'-0"above grade. i 495 N.PARISH:PROPOSED proposingWe are .. above the Northeast corner of existing house: New proposed roof plate height is approx.+19'-0" above grade.(approx.5'-0"lower than existing roof. TF- �- � Ii ll� III 1 III s � �,'.�� -,.. � _ �_ , _ � ■iiii �� II�CII _ III f� DRAINAGE CALCULATIONS LEGEND EXISTING PROPOSED TO BE REMOVED PER TOWN OF SOUTHOLD REOU/REMEN7S, STORAGE PROVIDED FORA 2" RAINFALL PROPERTY LINE CONCRETE GALLEYS PROVIDE 32 CF OF STORAGE PER VF. PECONIC TRIBUTARY AREA 1 BAY WALL - - - - - - ROOF (NW PORTION) - 699 SF x 1.00 x 2/12 FT = 117 CF BUILDING \ ROOF (SE POR17ON) - 751 SF x 1.00 x 2/12 FT = 125 CF \ WOOD DECKS - 334 SF x 0.60 x 2/12 FT = 33 CF �\ S OVERHEAD WIRES -°H- � PA 770 - 168 SF x 1.00 x 2/12 FT = 28 CF SITE - - '• .(" ELECTRIC LINE -£ £- • `3¢36h `C'0 STEPS - 165 SF x 1.00 x 2/12 FT = 28 CF � 0 L ORREQUIRED. CF O WA 7ER MAIN W ••�F Ic ��jj` STORAGE PROVIDED.• = NO WA7FR SERVICE Ns I �••�lbjyWtom. 77DAL WETLANDS BOUNDARY, AS DETERMINED BY RTy P FL ,[ EN-CONSULTANTS ON 8-6-2020, EQUALS MHW 331 CF/32 CF/VF = f0.4 VF gR�sy �1.0 PROVIDE (4)-3' HIGH GALLEYS (384 CF) -C U77LlTY POLE `� •�. m • EAIS77NG 6'x4' WOOD SMEPS AND 6'x4' *DOD LANDING TRIBUTARY AREA 2 z SPOT ELEVA77ON +95.43 +94.50 °, •• •` 70 TO BE REMOVED AND REPLACED (IN-PLACE) ROOF (NE POR77ON) - 636 SF x 1.00 x 2/12 FT = 106 CF 70 s 9 TO ST 3 PA 770 - 254 SF x 1.00 x 2/12 FT = 42 CF O p �- AR PROPOSED GRADE LEVEL Q CONTOURS ��OF R4glK ON MO(/ • � S7FPS - 184 SF x 1.00 x 2/12 FT = 31 CF o O ° 00 L/M/T OF B�CH �'� R �� - STEPPING S727NES (TYP.) A ST AG QUI D. 1 C SOIL BORING SEE 7R/8U7ARY AREA 1 �O0 o ° DU n"' C� AREA SEAWARD OF PROPOSED GRAVEL STORAGE PROVIDED: O� GRASS PA VERS L PROPOSED (4) CONCRETE LEACHING RGALLEYYSIM. 8.0 ��C n O°U �N a PA 770 70 REMAIN AS NON-DISTURBANCE 9 CF 8 o ►�� O BUFFER (NO EXISTING VELETA77ON TO BE 17 /32 CF� = 5.6 V F p� CONSTRUCTION NOTES EXIS77NG J7.5 SF POR77ON OF EAYS77NG I nQ �o °OUy �Q ��? 3 REMOVED.) PROVIDE (2)-3' HIGH GALLEYS (192 CF) SCREENED PORCH 70 BE REMOVED TRIBUTARY AREA 3 1. ALL MA 7ERIALS AND METHODS OF THE CONSTRUC770N SHALL ZD yL. ° PLACE APPROX. 50 CY FILL TO RA/SE CONFORM TO THE STAI NDARDS AND SPEC/F/CA 77ONS OF THE p GRADE A MAX. OF 1 FOOT. ROOF (SW POR770N) - 1,076 SF x 1.DO x 2/12 FT= 179 CF TOWN OF SOUTHOLD AND ANY OTHER AGENCIES AS ----° Op o0 h PROPOSED 336 SF OUTDOOR SHOWER - 32 SF x 1.00 x 2/12 FT = 5 CF KEY MAP APPLICABLE. NEW 6-8»x5.-5" 0000 STEPS EXTEND 70 PORCH WALL e- OF Nk �C 4 GRADE LEVEL PERNOUS GRA VEL PA 770 70 OR/VEWA Y - 1,411 SF x 1.00 x 2/12 FT= 235 CF BE CONSTRUCTED /N PLACE OF EXISTING STONE APRON - 104 SF x 1.00 x 2/12 FT = 17 CF SCALE. 1" = 200' 2. ANY DAMAGE TO THE PUBLIC RIGHT OF WAY OR NEIGHBORING $ O 670 SF BRICK FA 770 70 BE REMOVED STEPS & PAVERS - 272 SF x 1.00 x 212 FT = 45 CF PROPER77ES AS A RESULT OF CONS TRUC77ON AC77K77ES I NEW 4=2 z3=3" M90D STEPS Bw 7o MIN. / 481 CF SITE DATA SHALL BE IMMEDIA TEL Y REPAIRED A T THE I SEE 7RIBUTARY AREA 2 TOTAL S RA QU/ D: CON7RACTORS//NSTAI_LER EXPENSE TO ]HE SAI7SFAC710N OF `� EXISTING BRICK PA TO BE REMOVED 8. < .. �e PROPOSED (2) CONCRETE LEACHING GALLEYS OWNER/APPLICANT....................... JOHN SCOTT 7HE TOWN ENGINEER. 6 STORAGE PROVIDED. `1 .K . oO cQ R/M.• 7.9 9 DEER CREEK LANE BwsO s � 1' ,�� -` ,�6;� J. DURING CONS777UC77ON, THE CON7RACTOR IS RESPONSIBLE TO PROPOSED 334 SF W000 DECK ADD/170N h MT. K/SCO NY 10549 481 CF 32 CF - 15 VF �,,�.�'Q: .o �-.t 37.5 SF PORTION OF EXISTING / � - s�TO A VOID 7RESPASSING DURING HOURS WHEN BW 5 0 SCREENED PORCH 70 BE REMOVED PROVIDE (4)-4' HIGH GALLEYS (512 CF) S/7F ADDRESS ........................................ 495 NOR7N PARISH DRIVE PROVIDE Sl7E SECURITY BY MEANS OF TEMPORARY FENCING, I ti R o LOCKS, ETC. ?ea o�� " 04F WORK IS NOT TAKING PLACE. I I 15 5y' �0`�7�, 'x G�t� 7RIBUTARY AREA 4 - SOUTHOLD,NY 11971 PROPOSED 22 SF 1 S70RY AD0/710N S 0 4fs.�}i� '�tv 20 �`� DRI VEWA Y - 1,387 SF x 1.00 x 2/12 FT - 231 CF LOT AREA ............................................... 29,330 SF 0.67 AC 4. PROJECT DEMOL177ON INCLUDING REMOVAL OF EXIS77NG 0 I ?s ' k n� •g�`�" 177 e� ( ) FACILITIES, DRAINAGE SY57EMS, RETAINING WALLS AND OTHER .0 b NEW 8=5"x5'-5" W000 STEPS EXTEND TO PORCH WALL STORAGE PROVIDED. STRUCTURES, IS TO BE PERFORMED IN CONFORMANCE WITH gRFq PROPOSED 28 SF B/LCO DOORS eo� � SSs 19C.�m `` USE ......................................................... SINGLE FAMILY RESIDENCE THE REGULA77ONS OF THE TOWN OF EAST HAMPTON AND ALL 'y o / LO PROPOSED 30 SF RAISED M"D STOOP /N PLACE OF B1LC0 OTHER APPROPRIATE AGENCIES. THE CONTRACTOR IS q7Q EXISTING CHIMNEY J0 REMAIN RF Sn ro,QYNo �, O 8 231 CF/32 CF/UF = 7.2 VF ZONING .................................................... R-40 RESPONSIBLE FOR 06'TAINING ALL PERMITS FOR DEMOL177ON i F� I PROPOSED AC EQU/PME7VT PAD AT GRADE �pv jO I DOOR AND DISPOSAL OF EXTS7ING STRUCTURES AND MATERIALS. RF C cyy I PROPOSED 86 SF AT GRADE MASONRY PA 770 PROVIDE (4)-2' H/GH GALLEYS (?56 CF) o cby1, Aq�b He qc GROUND WA 1FR MANAGEMENT ZONE........ I PROPOSED 128 SF 1 & 2 S70RY ADD177ON ew 5 0 �sn All- E�Ucng4 y A6 eF I (£L•f8.5) 5. AT NO 77ME SHALL DEBRIS BE BURIED ON THE S17F ALL /N PLACE OF EXIST. 2ND FLOOR OVERHANG & gy�Nv,4 q>) S1jN1Fp Rq� 0 O I R/M fB.S NOTES UNSUITABLE MA7ERlAt: AND DEBRIS SHALL BE DISPOSED OF AREA 3 ROOFED OVER PA 70 BE REMOVED o ° ? N } R PROPOSED 16 SF 1 STORY ADDITION 1. IRIS PLAN REFERENCES A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY /N ACCORDANCE WI77y' TOWN, COUNTY, STA 1F AND FEDERAL t •3' �o�, 4 F o ' LAWS, CODES AND ORDINANCES. PROPOSED AT GRADE STEPPING 4k`� %' oi�*s .� NJ IR 6 I KENNETV M WOYCHUK LAND SURVEYING, PLLC, LAST DATED APRIL 1, 2021. s•, �°ems � 6. WHERE FILL MATERIAL 1S REQUIRED, IT SHALL CONSIST OF I STONE (TYP.) 1p0, R/M t8.5 II 3j�. �.� At647c-o n� R �s.o' 56 SF PORTION OF EXIS77NG ON�ELLING 10 BE REMOVED S�Bq 4� 's �'�' 0 2. REFER TO BUILDING PLANS AND PLOT PLANS BY MERYL KRAMER ARCHITECT LAST CRUSHED STONE OR RANK RUN SAND AND GRAVEL FREE SAN C.O. CK� o, a �s O POR17ON OF EVS7TNG HOUSE WITHIN SIDE YARD REVISED MARCH 18, 2021, FOR ADDITIONAL BUILDING /NFORMA710N. FROM ORGANIC OR OTHER UNSUITABLE MA7ERIALS. THE ( o �,o �,q s nH ENGINEER RESERVES THE RIGHT TO REJECT ANY UNSUITABLE OUTLET INV �E6.5 DO II � � a �ss•'PQ►�'o�s 021 PROPOSED UNDERGROUND PROPANE TANK EXISTING LOT COVERAGE J. LOCA77ON, CONNEC77ON AND SPECIFICATIONS OF GEOTHERMAL WELLS BASED ON A MATERIAL BROUGHT ON 5/7E FOR USE AS FILL. II E Aqy /Y 6 (APPROX. 1000 GAL.)(4010x169 PLAN PROVIDED BY MILLER ENWRONMENTAL GROUP INC. ON SEPTEMBER 13, 2021. (CONTRACTOR 10 VERIFY N 8.0 -e kiS , 7 ?� ,�' j ' `-• C, CALCULA77ONS PROVIDED BY MEPYL KRAMER ARCHITECT. 7. PLACE 7RENCH BEDDNG AND BACKFILL MA7FRIALS IN LAYERS EXISTING INVERT) ^ II „ •.ro s Ho K3. �• / NOT EXCEETJING 12" IN THICKNESS WHEN USING HEAVY I �'� �' 62 s? EXISTING GRAVEL DRIVEWAY TO BE REMOVED 4. SITE IS LOCA7F0 WITHIN FEMA FLOOD ZONE X AS SHOWN ON FEMA MAP • I N TQ' F R cq 9 s,�� LOT COVERAGE TOWN OF SOUZHOLD BUILDABLE LAND AREA BETWEEN PROPOSED RETAINING WALL 3 R ' O FNo Rq , " , » ( .� J610JC0166H EFF. SEP7EMBER 25, 2009. COMPAC77ON EQUIPMENT OR 6" WHEN USING HAND OPERA7E0 I AND WESTERLY PROPERTY LINE 7o BE li moo, o �Py tq - PROPOSED 4-0 x 8-0 OUTDOOR SHOWER W/ BASED ON AREA LANDWARD OF LIMIT OF BEACH (26,222 SF) EQUIPMENT. COMPACSON SHALL BE 95X MODIFIED PROCTOR I LANDSCAPED/PLAN7ED WI7H WGETA PON NjN ,yF�n / f 10 R S70NE PA VERS A T GRADE. (PROVIDE 55 GAL. DRUM 5. EXIS77NG U77LI77ES AS PER PRECISION MARKOU7S, /NC DA 7ED JUL Y 11, 202D. DENSITY. AREA 4 (NA77VE PLAN77NGS ONLY WI7HIN 75'OF MHW) ew fs o 11 Sal H�W / R I S70RAGE UNDER SHOWER) DWELLING.• 11 985 SF EXISTING 5 BEDROOM SANITARY SYSTEM TO B£ / PROPOSED 222 SF NOS 7UFMACK PERMEABLE GRASS SCREENED PORCH: 514 SF 6. ALL ROOF LEADERS TO BE CONNECTED TO SIT DRAINAGE SYSTEM. SEE 8. THE CONTRACTOR OR INSTALLER IS RESPONSIBLE FOR THE I ?� SJ �� GARAGE W/2ND FLOOR OVERHANG.• 600 SF ARCH/7EC7URAL PLANS FOR ROOF DOWNSPOUT LOCATIONS REMOVAL OF ABANDONED UAL/TY SERVICE CONNECTIONS AND ABANDONED 70 SCDHS STANDARDS II 8.5-F PAVR PA770, 18=6'x12=0" THE COORD/NA770N OF THE INSTALLA710N OF NEW SERVICE 0l P NEW 0EWERAT)R 770 REPLACE EXIS77NG TOTAL EXISTING COVERAGE. 3,099 SF OR 11.8% 7. PIPE MA7LrRlALS SHALL BE AS SPECIFIED BELOW, UNLESS OINERWISE NO7FD CONNEC77ONS, AND SHALL COORDINATE AND INSTALL ALL I WORK WITH 7HE APPROPR/A IF UTILITY COMPANY. ! -- I PROPOSED lA OWTS CONTROL PANEL �I y /p �� R� ® I V PROPOSED 37 SF COVRED PORCH ON THE PLAN: \ LOT COVERAGE (NYSDEC ADJACENT AREA) ROOF DRAIN PIPE - 4" D/A. DR-18 0 1%MIN. 9. THE CONTRACTOR OR INSTALLER IS DIRECTED TO VERIFY THE "' 0 10r I EX/STING OVERHEAD ELECTRICAL LINES 70 BE BURIED, BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW (2' MIN. COVER) (1' MIN. COVER /N LANDSCAPE AREAS) LOCA77ON OF ALL UPURES PRIOR TO BEGINNING WORK, AND �I +9.2 POLE 70 BE REMOVED. (29,330 SF) TO TAKE MEASURES AS NECESSARY TO PR07E'CT ALL e EXISTING 77MBER RETAINING WALLS 70 BE REMOVED � MI '.. I N U77LI77ES INTENDED T9 REMAIN IN PLACE. RELOCA77ON WILL TRIBUTARY MAP / M `� 70 W (CONTRACTOR TO COORDINATE WITH LOCAL UTILITY DWELLING.• 1,985 SF BE COPR OORDII7E" U77L/TY'OWNEONIRACTOR IMTH 7HE SCALE' 1" = 60' y- >�9 1 �///y, . l V COMPANY.) SCREENED PORCH: 514 SF PRECAST CONCRETE STRUCTURE NOTES: EXISTING 77MBER STEPS & 7RELUS TO BE REMOVED � PROPOSED AT GRADE STEPPING STONE GARAGE W/2ND FLOOR OVERHANG.• 600 SF 1 10. THE CONTRACTOR OR INSTALLER IS RESPONSIBLE TO SECURE BW t5.0 Co 50%EXP. W I WOOD WALKWA YS: 381 SF ALL NECESSARY PERII/l7S' PRIOR TO COMMENCING WORK. PROPOSED HYDRO-ACTION FIBERGLASS AN500 77MBER STEPS- 90 Sr I. ALL PRECAST S7RUC7URES SHALL INCLUDE SUFF/C/ENT STSEL � ' WITH HELICAL PILES' (5 BEDROOM CAPACITY) h o, I I � BRICK FA 770.- 670 SF REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT, AND RIM EL.f8.2 I IL) GA W BILCO DOOR: 25 SF TO ALLOW 7HE S7RUC7URE TO WITHSTAND AASHTO H-20 LOADING AT CUT/FILL ANALYSIS PROPOSED ORE7VCO PUMP AND BASIN N I PROPOSED S70NE S700P & STEPS GARAGE APRON: 104 SF THE COVER COND177ONS SHOWN ON 7HE PLANS. BASED ON THE EX/S71/✓G TOPOGRAPHIC /NFORMA110N PROVIDED "BY DINERS" IN EXCAVATION INSPECTION REQUIRED (SEE CALCULATIONS AND DETAIL) 11 k ROOF OVRHANG AT GARAGE TO BE REMOVED TOTAL EXISTING COVERAGE4,369 SF OR 14.9% 2. ALL SHOP DRAWINGS AND ,DRILL SHEETS FOR PRECAST CONCRETE COMPARISON TO THE PROPOSED GRADING AND DRAINAGE PLAN PREPARED; FOR SANITARY SYSTEM Bw so I 11 NEW 104 SF S70NE APRON 70 REPLACE CONCRETE: S7RUCTURES SHALL INCLUDE MANUFACTURER'S CER77FICA77ON THAT THE APPROX/MA TE NE7' CUT/FILL /S 310 CJB/C YARDS CLEAN SANDY FILL TO BE P. PROPOSED LOT COVERAGE THE S7RUC7URES ARE DES/GNED TO WIINSTAND THE LOADS NO1F0 TRUCKED IN FROM AN APPROVED UPLAND SOURCE." I I EXISnNG BURIED LP TANK TO BE'REMOVED ABOVE: BY HEALTH DEPARTMENT PROPOSED MASONRY RETAIN/NG WALL Z , � i CALCULATIONS PROVIDED BY MERYL KRAMER ARCHITECT. LEACHING GALLEY DATA APPROXIMATE 142 IF, MAX. 3FT HEIGHT w 6 PROPOSED INFILTRATOR OU/CK4 STANDARD CHAMBER J. ALL PRECAST SRUC7URES SHALL BE MANUFAC7URED WITH 4000 PSI q 6 0 INSTALL (3) ROWS 2.83' WIDE X *24LF (72LF 70TAL, LOT COVERAGE (TOWN OF SOUTNOLD BUILDABLE LAND) /28 DA Y STRENGTH CONCRETE. INTERNAL DRAIN WALL INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHT SEE 1R/BUTARY AREA 3 k NOT INCLUDING END CAP) INSTALL DISTAL HEAD TO BASED ON AREA LANDWARD OF LIMIT OF BEACH (26,222 SF) � 5 ^WALL HGT. AREA (`SF) CF GAL. TOTAL SIZE ANGLE (Lb.) PROPOSED (4) CONCRETE BE INSTALLED AT END OF EACH ROW. SEE SHEET 2.LEACHING GALLEY 6 I I I DWELLING: 2,095 SF 1'-0" 17.0 32 239 12 3/4" X 6" 14 DEG. 4,150 RIM: 9.5 EAYS77NG UTILITY POLE 70 BE REMNOVED ew5o I W SCREENED PORCH: 439 SF GRAPHIC SCALE 1'-6" 25.5 48 359 16 3/4" X 6" 14 DEG. 4,730 (CON7RAC70R 70 COORDINATE WITH LOCAL 2'-0" 34.0 64 479 20 3 4" X 6" 14 DEG. 5,325 A 5.5 I �I U77UTY COMPANY. GARAGE. 528 SF ) COVERED ENTRY PORCH: 37 SF 20 0 10 20 40 so 2'-0" 34.5 80 598 26 3/4" X 6" 14 DEG. 5,905 Water lines roust be insp2cted by the NSF BW 4.0 + (� I 1 / UNCOVERED WOOD DECK. 332 SF 3-0 51.0 96 718 34 3/4 X 6 14 DEG. 6,485 Suffolk County DcRt. of Hea M. BENIC ZONE X 0.2% CHANCE ANNUAL Fl-OOD TOTAL PROPOSED COVERAGE 3,431 SF OR 13.1% 3'-6" 59.5 112 838 40 3/4" X 6" 14 DEG. 7,065 PROPOSED FILL THIS AREA. 7 N F Call (631)$52-5754,48 how's in EX/S77NG M90D STEPS TO BE REiMOIED 4'-0" 68.0 128 957 48 3/4" X 6" 14 DEG. 7,675 PLACE APPROX. 110 CY TO I , 1 ' i I FV,pOD ZONE BOUDNARY � � N.THEODOSOPOULOS LOT COVERAGE (NYSDEC ADJACENT AREA) � IN FEET advance, to schedule inspection(s). AREA BETWEEN PROPOSED RETAINING WALL ew 4 o RAISE GRADE A MAX OF A// • BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW 29,330 SF 1 inch = 20' &AND WESTERL Y PROPERTY LINE TO BE 2.5 FEET I I (29, ) LANDSCAPEDIPLANTED WI7H WOW 770N 3' p � SEE 7RIBUTARY AREA 4 GRADE EL. _ -6.8 (AA 77VE PLAN77NGS ONLY WITHIN 75'OF MHW) W / PROPOSED (4) CONCRETE LEACHING GALLEYS DWELLING. 2,095 SF 511612022 AS REVISION Design Professional's certification Required. PROPOSED MASONRY RETAINING WALL 5 I bt SCREENED PORCH: 439 SF RIM.• 6.5 PIPE KNOCKOUT � 0 � 5/03/2022 AS COVERAGE CALCS EAiN SIDE Z Submit P.E.or R.A.Certification For "i GARAGE. 528 SF pp APPROXIMA 7E 30 IF, MAX. f.5FT HEIGHT ( ) C) COVERED ENTRY PORCH. 37 SF 3/24/2022 AS -SHIFT WEST RETAINING WALL 2' 7RIBUTARY AREA 1 The Installation and Construction of the Sewage Disposal System BW 5.0 6 I W PROPOSED GRAVEL DRIVEWAY UNCOVERED WOOD DECK. 332 SF .3/7/2022 MJW GEN. DESIGN REVISIONS YSDEC COMMENTS TOP EL = 5.8 - - - _ it Use Form WWM-073 11 `� UNCOVERED WOOD 57EPS. 96.5 SF _ _ _____ __ _ _ _ �' O D� I GARAGE APRON.• 104 SF 211512022 MJW ADD SILT FENCE11000 GAL. PROPANE TANK `j f RESO RCE BOON 1 W EX/S77NG OVERHEAD WIRES 70 BE REMOVED B/LCO DOOR: 28 SF 1/26/2022 MJW REVISE PER SCDHS COMMENTS DA 1 % � � COAST PROPOSED UNDERGROUND ELEC. SERVICE ON-GRADE PA 170 & STEPPING STONES 402 SF 11912022 �= ® / ® ® I SEE ATTACHMENTS AL a g® ® ® N N '� (CON7RACT0R 70 COORDINATE WITV LOCAL OUTDOOR SHOWER W/STONE PAVERS 32 SF 1212912021 MJW REVISE PER SCDHS COMMENTS' DATED 111112021 BOTTOM EL = 3.3 �� , t UTILITY COMPANY.) Date By Revision � TOTAL PROPOSED COVERAGE: 4,093.5 SF OR 14.0% EAIS77NG WELL 70 BE ABANDONED Designed by: LZ MJW Drafted by: LZ MJW Checked by: MM » TYP 8" � PROPOSED ,396-W "NDS 71/fFTRACIC"DUMMY CUP, TYP. PERVIOUS N �I i GROUNDWA TER EL. = 1.3 LEACHING HOLE, TYP. 422.0� � I I GRASS PA PERPARKING AREA. MON. 9.2 ON. J t Barrett LEACHING GALLEY SECTION T - __�-=� - - - - - d N 75 54 50 W 100.00 PROPOSED GE07HERMAL LOOP FIELD - 5 TONS Bonacci N.T.S I D P 75OLF OF BORING - 3 CLOSED LOOPS TOTAL SOIL BORING SOIL BORING r NOTE:• THIS IS A GENERIC DETA2 OF THE MINIMUM SEPARA77ON TO GROUND WA7FR. PROPOSED PROJECT-UM177NG °' l � (LOCA77ON AND SPECIRCA77ONS PRONDED BY N.T.S. GENERAL NOTES: . ,y TOP/BOTTOM' ELEVA77ONS VARY FOR EACH SYSTEM. fENC/NG/UM/T OF S17E D157URBANCE MILLER ENNRONME7117AL GROUP) � ` � Van Weele, PC REFER TO DRAINAGE CALCULA77ONS FOR AC7Z/AL DEPTH OF LEACHING GALLEY FOR EDGE OF PAV EL 8.0 1. WATER LEVEL SHOWN EACH 7RIBUTARY AREA. APPROX. LOCATION OF EXISTIN WATER MAIN /S THAT MEASURED W w w W w w PROPOSED WATER SERVICE 70 CONNECT MIXED SAND OL ON THE DATE Engineers • Surveyors • Planners FLOW SB'MI" NORTH PARISH DRIVE 79 BE�REmoE. EX/S1TNG WATER SERNCE AND LOAM INDICATED AND MAY I I fWX Tn eE ANaM FEHQE PAST C R NATE WATER S IRVICT TO EL 5.0 3' NOT BE REFLECI7VE 175A Commerce Drive Hauppauge NY 11788 rOWARD SLOPE N COORDINATE WATER SERVICE TAP W17H ALE BROWN OF DAIL Y SEASONAL T 631.435.1111 F 631.435.1022 DRAINAGE CHANNELS LOCAL WATER DlS1R/CT.) FINE SAND SP VARIATIONS /N THE www.bbvpc.com I -BOTTtx/ OF DRAINAGE I NVMV WRE nWCr(14-112 EL 1.0 7# GROUNDWATER LEVEL. a/ANNEz aR SLOWE CA, 6'W7H SPAaNG)aO7H. 2 RESENT 7HE BORING RESuIrs Tax Map No... FEM DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 SUB-SURFACE N07F4• WATER IN CONDI7TONS AT 7HE (�=VOV) 1. 9VWN WIRE fENCE TO BE FASTENED SECURELY 7i7 PALE SP BORING LOCA770N SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 495 NORTH PARISH DRIVE .PLAN ►k7t�Tv HIRE fE7vcL�(14-1/7 ry FENCE POSTS WITH WIRE TIES OR STAPLES. POSls BROWN SLY AND ARE NOT 36'MIN. LDV07H FENCE POST GA., 6*X6'MESH SPACING) � SHALL BE STEEL EITHER "7"OR U' TYPE OR NECESSARILY �� 6,WS TRETVa/ PERMIT FOR APPROVAL OF CONSTRUCTION FOR A FINE REPRES'ENTAPW OF DR/UFN A/lN. 16"INTO GROUND. INTH FILTER [XOTT 2. FIZ.�00. SAND CONDI77ONS AT C�OF NE(�,y SCOTT RESIDENCE 10'MA.0 a TO G ITT I=_ `b� 2. FrLTER CL07H TO BE FASTENED SECURELY TO wnv£N SINGLE FAMILY RESIDENCE ONLY 07HER LOCA770NS ,�� ,sTOL � � UNDISTURBED WIRE FENCE WITH 77ES SPACED £VERY 24"AT w CO GROUND AND MID SEC770N. FENCE SHALL BE HV VEN WIRE; 6' - _ MAXIMUM MESH OPENING. I_TL= c ` TOWN OF SOUTHOLD SUFFOLK COUNTY CLU/PAC7ID BALYCf7LL ZT-I I I=T1- J. WHEN TWO SECTIONS OF f7LTER CLOTH ADJOIN EACH m OTHER THEY SHALL BE OVERLAPPED BY SIX INCHED AND �/��/^0 ^ FOLDED. FILTER CLOTH SHALL BE EITHER FILLER X, M/RADI DATE L L H.S REF. NO. R-21-2997 EVaED FX TER CLO7H A ip 100X STABILINKA T140N, OR APPROVED EOUIVALENT. MIN. OF 6'/N WOUND. , O�ESSIONP� 4. PREFABRICATED UNITS SHALL BE GEOFAB, APPROVED lV PLOT DRAINAGE CHANNSZ ENWROfENC£, OR APPROVED EQU/VAL£NT. _ EL -5 13' s PETVETRAnalf/NTa a?SLOPE �/+ 12-04-20 GROUND 5. MAIN7ENANCE SHALL BE PERFORMED AS NEEDED AND FOR MAXIMUM F 5 BEDROOMS PLAN MA7ER/AL REMOVED WHEN BULGES DE IN 7H£ SOT' � I McDONALD GEOSCIENCE ELEVATION SECTION ALTERATION OF THIS DOCUMENT, EXCEPT BY FENCE. EXPIRES THREE YEARS FROM DATE OF APPROVAL , , , , ; , WATER ENCOUNTERED 7.0' BELOW A LICENSED PROFESSIONAL ENGINEER IN T.S.SILT FENCE DETAIL W SURFACE ACCORDANCE WITH SECTION , IS OF NEW SCDHS REF#• R-2 i-2997 © 2022 BBV PC PORK STATE EDUCATION LAW, IS ILLEGAL Date Scale Project No. Sheet No. VIEW: N. of SEPTEMBER 2, 2021 1" = 20' A210254 L 1 CAMPBELL FRAME& COMM MODEL Na 17M MR SANITARY SYSTEM CALCULATIONS 14'aWWNG OR APPROVED EiWAL PROPOSED 5 BEDROOM DWELLING 0110 GR9/BEDROOM = 550 GPD STOPPER OR END PLUG INFILTRATOR WATER TECHNOLOGIES 024 m73 18�"/B�1'4'CONCRETE PAD QUICK4 STANDARD CHAMBER 0514 047 066 SYSTEM D£5YOV. TYPICAL MOUND DETAIL 024� e I/A OW7S SECTION VIEW REQUIRED- 550 GPD RATED SYS;r£M r ? ::::. '~?:^:',:.. (NOT TO SCALE) 1 QJ54 e PROPOSED. (1)HYDRO-ACT7ON AN500(FIBERGLASS) 024 2 1 s • e 024 BUOYANCY CALCULATIONS. 7 6 05T BUOYANT FORCE RESULT IS AIR VXUME WITHIN CONTAINERS FULLY IMMERSED IN WA7ER MIN.3FT FROM EDGE OF ° LEACHING SYSTEM TO SLOPE 0247 QJ32� BUOYANT FORCE OF HYDRO-AC770M AN500 UNIT PVC PIPE MIN.COVER 8 210 TOTAL UNIT WmHr(AN500) - 900 LBS , PER CODE SLOPE AT •• I PRE-7REA7MET/T TANK INT. VTX. BUOYANT FORCE - 3,600 LBS ESTABLISH + AEROBIC TANK/NT. VCIL BUOYAIIT FORCE = 4.880 LBS SUITABLE BACKFILL 2%MIN. 12" VEGETATIVE ° mm BUOYANT FORCE = 9,380 LBS M'am W' PER DESIGN _'-�- COVER 76 • AN77-BUOYANT FORCE.- 45'EZBOWS BO'ww 2"-4"TOPSOIL HELICAL PILE AN77-BUOYANT FORCE = 32,000 LBS SLOPE &SEED • 0za� FROND£(�HELICAL P/L£S x (2) PER DESIGN • a TOTAL AN77-BUOYANT FORCE = 64,000 LBS BUOYANCY SAFETY FACTOR �� ;; ' ' " •`. ;,'''r» `'�`: 1 (SCDHS REQUIRES 1.5/PROW9D£D,) = 1.5/6.8 .• p.- +� ` Y r, .x. ice, r' ` 0514 076 LEACHING FIELD: 05716 6 ° mT0 INFILTRATOR QUICK4 STANDARD CHAMBER(34'W jr 481 x 12H) RATING.' 2.83 SQ.FT./LF LEACHING AREA IN PRESSURIZED SHALLOW DRAINf7EZD ALTERIVA7E 'A' ALMWATE' 18' DEPTH OF SOIL PER DESIGN 32 132 CGWF76VRA77ON DOSING RATE• 0.25 GAIL./L.F. (SCDHS STANDARD) PREP SURFACE PER APPIICA77ON RATE ALLOWED. .LO GPD/S'Q.FT. IN ALL VIEWS USE ALTERNATE "A"FOR BENDSy USE ALTERNATE' "B"FOR BUILDING LOCAL REQUIRMENT 1-1/2 0 HELICAL PILES �. INFXTRATOR QUICK4 STANDARD CHAMBER. 2.83 SQ.F'r11.F OF LEACHING AREA EXTENSIONS/CONNEC77LWS FOR ANTI-BUOYANCY E PLC CONTROL PANEL REQUIRED LENGTH OF LEACHING FEW.- 550 GPD/(3.0 GPD/'SF)/2.83 SO.fT./LF= 64.7 LF (TYPICAL) W/HP60 COMPRESSOR PRONDE 3 ROWS AT 241F/ROW`= 72LF OF/Nf7L7RA7t7R OUlCK4 STANDARD PLUS CHAMBER CLEANOUT DETAIL DR/f7CE DESIGN. YT G LC CONTROL PANEL �! W7 HPBO COMPRESSOR USING PIPE AND PUMP CALG7/LAli7R SOFTWARE FROM LEOMA IR/X SYSTEMS CZEANWT D£TAK FrR AKEAS AST 5Y/B.ECT m VDY/GIULAR TRAFFIC *SIZE OF SYSTEM DETERMINED BY DESIGN INFILTRATOR ' NUMBER OF ORIFICES PER LA7ET'AL• 9 (27 707AL) N.T.S. INFILTRATOaR WATER TECHNOLOGIES E NUMBER OF LATERALS:' 3 4�-b-r,y Z• 0=1 CT 08475 H D-D3 SPACE ORIFICES AT.• 2 FT O.C. (NOTE.• EVERY f7f7H ORIFICE ALONG THE LA 7ERAL 70 BE DRILLED QUICK4 STANDARD CHAMBER FROM 7H£BOTTOM OF THE PIPE AND OU777= WITH AN ORIFICE SH/EW) TYPICAL MOUND DETAIL lb CABLE FASTENED TO EYE 6ECTION VIEW ORIFICE DIAMETER 1/8 IN, s EMB 05 1 201 BOLT AT LIFTING POINTS RESIDUAL HEAD AT LAST ORIRCI�' 5 FT. MIN/MUM fIOW RATE PER ORinaE:' a43 GPM s�a.•+e r,oFH s..e t or t (4/TYPICAL) USING 2 IN. DIA. MAIN, 1.25 IN. DIA. MANIFOLD, 1 IN. DIA. LATERAL PIPE FL 'LI MIN/MUM DEVON FLOW 16.9 GPM W LI 707AL DYNAMIC HEAD. lao FT LEACHING FIELD DOSING.` INFILTRATOR WATER TECHNOLOGIES U B USING 72 LF: OF INRLTRATOR CXACK4 SrANDARD CHAMBER.' QUICK4 STANDARD CHAMBER 891 04 B 72 LF x 0.25 GAL12F= 18 GAL/DOSE 2 DOSE LEACHING FIELD AT 18 GAL. PER DOSE PRODUCT SPECIFICATIONS K F (NOT TO SCALE) PUMP SIZING.' D PROVIDE ORENCO SIMPLEX PUMP VESSEL MODEL ,/PF3005(OR APPROVED EQUAL) 64 C-C2 63 PROVIDING A 32 GAL VESSEL VOLUME 32 G4L VESSEL VOLUME> 18 G.4L./DOSE(PUMP VESSEL SIZE IS ADEOUAITE) r E EATTAC H Y 1 E, �i T TOP VIEW A (S) QUICK4 STANDARD MULTIPORT END CAP PUMP BASIN. ea 63 ORENCO PUMP BASIN MODEL P82460F7(30 GAL. VOLUME VESSEL) INSPECTION PORT 24" ADD AN77-F7 OA7A77ON FLANGE.• SQUARE(SEE DETA14 SHEET 2) 6 I/A OWTS GENERAL REQUIREMENTS 72 32� 7� 66 A 0 0 2 2 1. ONLY I/A OWTS TEOHNOLOGYL:S APPROVED FOR GENERAL USE IN ACCORDANCE WITH SUFFOLK e o STAINLESS COUNTY DEPARTMENT OF HEAL7H STANDARDS FOR APPROVAL AND MANAGEMENT OF INNOVATIVE 6 AND ALTERNATIVE"CNJS/TE Wi1S7EWA7ER mrA7A/ENr SYS7EMS'MAY BE PROPOSED MR 0 00 9 8"INVERT -472 STEEL INS7ALLA7701V AND USED ON PARCELS AS A MEANS OF SEWAGE DISPOSAL. TURNBUCKLES 2 THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO SUFFOLK COUNTY 16"-w 47 66 CODE CHAPTER 563 ARTICLE" KI (SEP77C INDUSTRY BUSINESS) THROUGH THE SUFFOLK COUNTY 12" DEPARTMENT OF LABOR LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE 53" 563-79. RUBBER COATED 3/8-INCH .Z ALL 1/A OWTS MUST BE REGISTERED WIN THE DEPARTMENT/N ACCORDANCE WI7H ART7CLE 19 OF SIDE VIEW END VIEW WIRE ROPE CLAMPS THE SUFFOLK COUNTY SANITIRY CODE PRIOR 70 7HE DEPARTMENT GRAN77NG CER77RCA770N OF 34° GALVANIZED CABLE COMPLETED CONS7RUC770N ON AS BUX 7-PLANS (EFFECTIVE 48 � 11.5"OUTLET END' (EFFECTIVE LENGTH) (EFFECTIVE LENGTH) 4. AN EXECUTED OPERA PON AND MAINTENANCE CavmACT BETWEEN 7HE MAINTENANCE PRONDER ® IN 15"INLET END* 1-1/2"O HELICAL PILES TO BE AND PROPERTY OWNER MUST BE SUBMlr7ED 70 THE DEPARTMENT PRIOR TO APPROVAL IF 7HE//A 12" (EFFECTIVE LENGTH) SET IN NATIVE SOIL.SIZE AND BILL OF MATERIALS OW75 REGISTRA77CNV BY THE DEPARTMENT IN ACCORDANCE W17H AR77CLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. �- WITHDRAWL CAPACITY TO BE DETERMINED BY DESIGN ITEM P/N DESCRIPTION QTY. 5. ALL INSTALLED l/A OW7S ARE REQUIRED 70 HAVE AN W77AL 3-YEAR WARRANTY AND 34" WFILTRATOR PROFESSIONAL. HA-180056-R TANK,AN500 245 NITROGEN REDUCTION REMOTE 1 OPERA 770N/A/AINTENANCE SERVICE CONTRACT. AFTER 7HE IN177AL .3 YEAR OPERA7701V AND MAINTENANCE SERVICE CONTRACT HAS EXPIRED, PROPERTY OWNERS ARE EXPECTED TO MAINTAIN INFILTRATOt WATER TECHNOLOGIES A 180055 TANK AN500 245 PRETREATMENT AN OPERATICNO AND MAINTENANCE CONTRACT IN ACCORDANCE WITH AR77CLE 19 OF THE SUFFOLK 4 a r°w Pak 00 as-44°.. cr oe4 a r 1 (•°NDA C GENERAL HELICAL PILE CONNECTION B 130002 KIT,SNG 2 TANK CONNECTING STANDARD 1 COUNTY SANITARY CODE. *ALL VIEWS=INSTALLED LENGTH. QUICK4 STANDARD CHAMBER 6. ALL INSTALLED//A OWLS ARE REQUIRED 70 BE SAMPLED IN ACCORDANCE WI7H THE DEPARTMENTS PRODUCT SPECIFICATIONS N.T.S. C 100111 ASSEMBLY,RE-CIRCULATION 245 COMPLETE AN5001AN600 1 STANDARDS PROMULGATED UNDER AR7KYE 19 FOR APPROVAL AND MANAGEMENT OF INNOVATIVE Drw bYEMB I i6sk OS of NOTE- D AN500-P AN500 W/PLATFORM COMPLETE 1 AND ALTERNA77lE CN1/Sy7E W4STEW4TER 7REATMENT SYSTEMS' seiwm,o exoF a-*tort 1. DETAIL PROVIDED BY MANUFACTURER.- HYDRO-AC77ON E EC50-30-L100-PLC EC50-30-L-100-PLC 1 Z INS7ALLA77ON AND USE OF ;rHE l/A OW7S MUST CONFORM TO THE DEPARTMENTS APPROVED 1/A 2. ACTUAL HELICAL PILE LA YOUTICONNEC77ON FOR LPAN500 AS PER INSTALLER OR MANUFACTURERS OW75 GU/DANCE DOCUMENT PREPARED IN ACCORDANCE W17H THE STANDARDS FOR APPROVAL 210 PVC SCH 40 SPECIRCA 77ONS. AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ON.97E WASTEWATER TREATMENT SYSTEM.• FROM ORENCO PUMP GRADE 70 DIVERT RUNOFF 2"PVC SCH 40 90'ELBOW fZOW EQUAL/ZA77ON PROCEDURE.• ♦ ""'� -- VAL VF BOX W/CAP 1. INSTALL CLEAR PIPE IN70 BALL VAL VF 2" 70 1 PVC SCH 40 Z OPEN ALL VAL VFS� Is PVC SCH 40- 1" SLIP PLUG 3. TURN ON PUMP AND NOTE EZEVA770VV OF WATER IN EACH PIPE. REDUCER 7 \ / •• AN500 245 NITROGEN REDUCTION SYSTEM REMOTE DRAWN BY: ADONIS 1"PVC SCH 40 BALL 4. EQUALIZE H£/GHT FOR EACH 0 48" HEAD WITH BALL VAL VF A T • • APPROVED BY: SIGNATURE DATE: REV. PART VALVE START OF LA7FRAL h dr ction' I 5. AFTER EQUALIZA770N, 7URN OFF PUMP AND REMOVE PIPES. CLOSE 3--FOOT SQUARE Y,K. - 1o/1sn� o0o HA-180056-R DEADMAN 1"PVC SCH 40 VALVE AND REINSTALL PLUGS. 00 00 00 SWEEP 90 ORENCO MODEL fL24G 24" GASKE7FD FIBERGLASS PVC EQUALIZER 1"PVC SCH 40 LID Of1H S.S BOL7-V ORENCO IN7FRNAL SPUCE BOX 13' C=0 3 VAL VF LA 7FRAL MODEL S84 - LACE ON 6" BED 410 GROMMET INLET R ORENCO 1-1/4 10 DISCHARGE ASSEMBL Y w OF PEA S79NE 1 PRESSURE LATERAL PIPE MODEL G4L MODEL HW25B SECTION 1" PVC SCH 40 COUPUNG 211 TO 1 11 HEADER W/ EQU. VALVE N 400 SVR35 PVCFROM Q5' CUT-AWAY N.T.S HYDROAC770M LPAN5OO 1-1/4">� TRANSPORT LINE TD DRA/NRELD, INSTALL GROMMET G125L DRILL 1/8" DRAIN HOLE IN ELBOW GRADE 1D DIVERT 6;l R •�_• O RUNOFF 2"W"PVC SCH w INNORENCO fLOA T ASSEMBL Y DRILL 1/8 DRAIN HOLE MODEL MF3P2ff�' O FLOW p 40 TEE ABOVE CHECK VALVE YB.• 01V^/GH WA7FR ALARM VAL W BOX WAY O R R. OFF CAP W° LOW HA7FRIPEDUNDANT OFF 5 1" PVC SCH 40 PVC SCH 40 BALL /16/2022 AS REVISION PLAN PRESSURE LA7ERA. VALVE ORLIVCO HIGH HEAD PUMP 3/712022 MJW GEN. DESIGN REWSIONS/NYSDEC COMMENTS (REFER T22 GEOMAT S7FEL LIFT RING (3) � �, MODEL PF3005 DISTAL HEAD PORT SCHEMATIC 2/15/2022 MJW ADD SILT FENCE/1D00 GAL. PROPANE TANK DETAILS) 3� � N REINFORCED CONCRETE ANTI-FLOATAnoN 112612022 M✓W REVISE PER SCDHS COMMENTS DA7ED 111912022 Iv rs 2"PVC SCH 40 I"PVC SCH 40 R DRY WEIGHT DIM. 360 M3" SQUARE"DEADMAN E1,124 MBEDDED 6' 12/29/2021 M✓W REVISE PER SCDHS COMMENTS DA 7F0 11/1/2021 MAN/FOLD PIPE P/PE TOTAL BASIN BUOYANCY.• 1,129 LB AT 6FT SUBMERSION 09/1912021 MJW DESIIGN lA-OWTS 2 x1" PVC SCH PLAN AN77-BUOYANCY(3' SQUARE DEADMAN): .3,296 LB (292X) PLACE ON 6" BED 40 7� I 36w I Date By Revision OF PEA STONE 1" PVC SCH 40 r I"1 ORLNCO PUMP BASIN WITH fZOW INDUCER Designed by: LZ MJW Dra"d by: LZ MJW Checked by: MM SECTION PIPE ORENCO SIMPLEX DISCHARGE MODEL P8246OR REM07E- PLC CONTROL PANEL WITH AIR PUMP BASIN DETAIL MOUN7FD REMO7E'L Y N07E NT3 Barrett (INSTALL ABOVE EL. 9.0) THE VALVE SHOULD BE 7N£HIGH POINT, ORENCO PUMP STATION ANTI-BUOYANCY CALCULATIONS WATER SHOULD DRAIN BACK 70 THE PUMP TANK AND 70 G£OMAT 70 PREVENT FREEZING BASIN HEIGHT TOTAL VOLUME BUOYANCY AT FULL DEADMAN SOIL SUBMERGED CONCRETE TOTAL AN77-BUOYANCY BOnaCCI PROPOSED AIR (INCHES) (GALLONS) SUBMERSION COVER DEP77-1 AN77-BUOYANCY AN77-BUOYANCY FACTOR OF . SUPPLY AND FLOW EQUALIZATION VALVE SCHEMATIC (POUNDS) (INCHES) (POUNDS) (POUNDS) SAFETY i \ ELECTRICAL POWER N.rS 70P OF WALL Er. Van Weele, PC PROP. AIR VENT TO l/A 0W15 COtERS AS PER MANUFAC7IRERS SP£pfICARANS OR APPROVED EQUAL 72 135.36 1,128.90 66 648.24 3,29594 2921'2.* (SEE PLAN) Engineers • Surveyors o Planners M?S L1 AIM LESS 7NAN OF MILL NAVE A SAFETY oEUSED 7 AS PER ssw 175A Commerce Drive Hauppauge, NY 11788 (//A OWTS NOTE 7) (A/AJ17A/UM OF 25'Ll�EXTENSION COLLARS MAY BE USED 7D BRING CASTING TD Q4ADE) FINISHED GRADE ALONG OUTS/DE Of' RIM a fat PROPOSM t1DLF 210 SCH40 PVC MANIFMD PIPE F.F. ELEV. 11.25 FOUNDA77ON 70 BE IN ACCORDANCE T 631..435.1111 F 631.435.1022 WITH FEMA STANDARDS FOR FLOOD PROPOSED Imm7RA7OR OUICK4 STANDARD CHAMBER •O a: Z VENTS ►tt AN77-FLoATA770V FLANX.. .SQUARE' PROGP�241F10 P(9)ORIRCES P R uMRAL (72LF MrAL) * ' �k www.66vpc.com RIM=ta0 O A FEET B£TKEEN OTIRCES EACH BRANaf(3) a . a' � BOTTOM OF WALL a.PROPOSED I I ��£ USGS HISTORIC WATER ELEVATION CALCULATION • . CLEAN-OUT GRADE- EL. f&0 w w i, (SEE PLAN) I 5' MIN. 1 3 USGS 577Et 41OJ56072260301 - S 16780.1 APPLY WATERPROOF 4 ® 18 ►ART. 2 c , o Tax Map No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 /NV. f5.5 p7A, Z Q WELL LAND SURFACE EZ£VA77ON - 43.0(NGW29) 42.0 NAW88 MEMBRANE THIS SIDE CRAWL .PALE 8 1.25. OR 03/27/07 RECORD HISTORIC HIGH = 54 (NGVD29) 4.4 NAVD88 OF CONCRETE WALL k CURET S� 7� r e ® ® j it D£CEMB07 2006 D ISO LEVEL - 5.4 (NGVD29) 4.2 NAW86 / ) x r e �� INV. t6.5 f50LF 4 O�R-33 PVC P/PE OR -- p. t (CONTRACTOR 70 VERIFY APPROVED EQUAL PITCHED 1/4�}7 MIN w ~O 1 E /N7ERPOLA7E0 H/S1rJRlC HIGH • ° -' 495 NORTH PARISH DRIVE t5 LF 4'DIA. SOR-35 � OUMET PVC PIPE OR EL. 4.4 - EL. 4.2 0.2 fT % w EX/STING INVERT) INV. .3M3 EQUIVALENT PITCHED INV t7.5 BOTTOM EL. 6.5.E Z EL. 42.0 - EL. 4.4 = 4.9 FT 1 15 0 13 HORz CAST-IRON PIPE TO EXTEND 1/8%F7 MIN. INV. *50 a2 FT/38.8 FT - 0.5.X 1+ a•. 1NR000Y•1 FOUNDATION A INV .t52 �_ 7'(DEPTH 70 G.W. ON-Sy7£).05x = 03' OF NEwr SCOTT RESIDENCE MIN/MUM OF 2 FEET BEYOND - IN a Sn �Q� STOL FOUNDATION WALL GROUNDWATER EL. f1.0 a. 1.0+ 0.3- EL. 1.3 APPROXIMATE HIGHEST EXPECTED GROUNDWATER 1-6 f_Ow k * //A OW7S No7E W TOWN OF SOUTHOLD SUFFOLK COUNTY 1. GARBAGE GRINDERS AND WA7rR SOFTENERS SHALL NOT DISCHARGE T9 N/A OW7.S c, ° A � 2. INSTALL EFFLUENT FILTER(7UFF 777E ET-4 OR APPROVED EQUAL)D/R£C71Y UNDER OUTLET ACCESS , °.°°• 4 COVER. • • O 14SA H.GW. EL. �t1.3 a s J. PROVDE 6'STAB/LMED SAND BED UNDER I/A OWTS UNIT; MAX. TOLERANCE'OF J'IN ANY D/REC77ON. � " a ° OPESSION�� BOT70M a. _'OO LO 4. HEAVY CON57RUC77CN EQUIPMENT SHALL NOT BE ALLOWED NEAR AREA OF 1/A OW7S ! 4 PERFORA 7FD DRAINAGE PIPE CRP a , • � ti 5. //A OW75 SHALL BE TESTED FOR WA7ER 77GH77VESS AFTER INSTALLAnaV PER SCEHS/MANUFACWRERS (HYDRO-ACTION SYSTEM 70 BE ANCHORED ,� � SPEanCAP N1/S. t � �4 ® 18" VfRT. ° • DOWN WITH HELICAL PILES OR APPROVED 76. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED INSPEC77ONS WITH B017H SCDHS AND THE DESIGN > � - , • 4 w HORZ. DETAILS EQUAL. SEE BUOYANCY CALCULA 770NS AND ENGNEER(FROND£48 HOURS NOTICE). THE DE-96W ENGINEER SHALL INSPECT THE 1/A OW75 PR/OR TO I I '� a DETAILS) HYDRO ACTION AN500 - BACKRLL AND DURING SYSTEM START-UP. 5 013 ALTERATION OF THIS DOCUMENT, EXCEPT BY NITROGEN REDUCTION SYSTEM ELEV 7. I/A OW7S SMALL BE INSTALLED WITH A 2-0 VENT TO 7HE ROOF CE 7HE RESIDENCE OR 7HE- VENT PIPE A LICENSED PROFESSIONAL ENGINEER IN MAY BE PIPED TO 7HE EXTERIOR OF THE RESIDENCE AND TERM/NATF 18'ABOVE GRADE W17H A CARBON CONCRETE RETAINING WALL ACCORDANCE WITH SECTION 7209 OF NEW SCDHS REF#• R-21-2997 N.T.S FX TEFL ALL VEN7S AT THE EXTERIOR OF THE RESIDENCE SHALL BE P17CHED 70WARD 7HE//A OWTS AND YORK STATE EDUCATION LAW, IS ILLEGAL O 2022 BBV PC L.M: IA OWTS PROFILE MAINTAIN X SEPARA770N fRON WINDOWS AND DOORS: Date Scale Project No. Sheet No. ^ O� VIEW: N.r.S N.T-s SEPTEMBER 2, 2021 1 11 = 20' A210254 L L S.C.T.M. NO. DISTRICT. 1000 SECTION: 71 BLOCK: 1 LOT(S):5 � L F 1►TIC • ,� >yF vNF�Q 40 N�MHIY 10.3 � oV OP �NF MOt, 6, O yyV �� R g 000 'o � Q 000g0 62' o� �- 4 oC�000 0 \�� \ \ 00 0000 64' \ LOT COVERAGE `V �\ 1 r)0 1 003 (BASED ON AREA LANDWARD OF TOE(TOWN OF OF STONE ARMOR:26US S.F.) �>^V ��` �P OF @qVK '1,403 o DWELLING W/ENCLOSED PORCH. 2545 S.F. 100' \ WOOD 00 GARAGE WITH 2ND FLR OVERHANG: 600 S.F. ��S TOTAL EXISTING COVERAGE: 3145 S.F. or 11.B% DECK & PORCH ? PLIERS LOT COVERAGE (IMPERVIOUS) i� / aWNt (NYSDEC) `� OF e o . (8ASED ON AREA LANDWARD OF MNVW.29M af.) 15.3' —° u Q 6 DWELLING W/ENCLOSED PORCH: 2545 S.F. o o J GARAGE WITH 2ND FLR OVERHANG 600 S.F. i BILCO a WOOD WALKWAYS: 381 S.F. DOOR 13e, TIMBER STEPS: 90 S.F. FD `f?0 BRICK PATIO: 670 S.F. ^ry DECHWgnov BILCO DOOR: 25 S.F. ti 20 -PO C y TOTAL EXISTING COVERAGE: 4311 S.F. or 14.7% PROP.LIVING SPACE 2ND FLR "ry IN PLACE OF EXISTING '�?�• OVERHANG BREEZEWAY � Q0. �44:"i•:�:•.:� 1, M �::::•.. J... .. ry'•.:::: ••` PROP..... 7a..' outdoor shower Ln y ,EL(IS• i /S+4P 0 ` A EL 8.0 8 S �Nc .i• N OL MIXED SAND AND LOAM —3' ml•. SP ALE BROWN FINE SAND ! 1 — 7' ` � �LP GAS WATER IN I I PALE BROWN SP FlNEu U.P. SAND WOOD STEPS -----% �l c:4• PATIO j • 1 i I '( T r-------- I NO WATER ,,•,I 1 I I I I I 12-04-20 p0o E----r---' t-------- I McDONALD GEOSCIENCE I I 2 STORY 1 :,• 2 FRM. DWELLING • ty• I I WRIER '� o WELL 1 -- i---------1'------------J FEMA MAP#36103C0166H 1 PARCEL IS LOCATED WITHIN THE 1 COASTAL BARRIER RESOURCES SYSTEM AREA (11/16/1990) 422.0' MON. Q � MON. . _ FLOOD ZONE X 0.2% ANNUAL FLOOD CHANCE 4l N 7S°S4'50"W 100.00, U.P. FND. LOC. 12-20-22 ', REVISED 04-01-21 EDGE OF PAVEMENT REVISED 02-15-21 ADD TEST BORING 01-11-21 NORTH PARISH DRIVE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:29,330 S.F. or 0.67 ACRES ELEVA77ON DATUM. — NAVD88 UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND 0774ER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUf7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPE T� JOHN SCOTT; LYNN SCOTT; �C 11n 1C II 1�I I CERTIFIED T0: MAP OF: ADVANTAGE TITLE; FILED: JAN 0 6 2023 04 SITUATED AT.SOUTHOLD BUILUINUDEPT. TOWNOFSOUTNOLD TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 + PHONE (631)298-1588 FAX (631) 298-1588 FILE #19-190 SCALE: 1"=30' DATE: DEC. 11, 2019 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S. ;f(�. . . n.n . . . ......�.._--..--....-..I.�'.'.1'.....'.L-...-...-.-..0-.-.'v-...r.I1..'�. C.T W O. DISTRICT 4000 : SECTION: 71 BLOCK: 1 LOTS) 5� .. . _ D V :� 0 V :I.....�I0I.I.II.-......II.-....:.-:.._:.-:..�...I..I..-_--.........-..�.......-...,..-......I.-...�I I�.....-....%....................._.....1....�_...�................i.......I.:..�.I.....I�.....�..I:...........:....i.-...:...�;.....:-..1.:.....-:-......:..L........;......1...........I:....III....:._......Iw..:I...........;....:...........:..-.-......�-..I.�.-�.-I.�..�.......--.._.....'....I.I...-..-.-...._........ ..........�I�.qI.......I.II.a..L....:....L-..I...,.-............_...-...-.�:-�_.......�--.-._.�-..,...+.......�........I.......-..-..I.-�_-.-....-...�I..�.......I.I:.....I�..:...I...-L........�...-...�I�.�...��I�..�1.......II�...:r.�..:...I...1.1..............I..I.-I...I-...I...-..�....�.......L...��.I.�I_."...��.........-....�_..-.....:I...I...I.....II......ia...L..:�I...........I...--..�............I.�...-......-.II1...1........-.........I.-....-...-........I...�....I..-_.-....;-_-.-...-..I........-.-.........---..V.--..-....�....-..-......_-................:.I....:l.,.I..:.....I..:I..;-.:.,.�*..--.........-...-.-.�...:........I..I.I..I_-.......-.-...��.....I....I..._.......�-........I....4-�-.-..-........._.-.....,1.I.--.......'.I.....-...--_.*....�..I�.I..;.I.:....................�1..I.....I...._-..�:�............��-.�.......I I.I........�..L..I.�I.,I:...-I....�.......-..I.I....--..-...-....._�..-..I..,.�...I..I...-.,I..;.-_.:....-.....I......:,....I..-..-..-......-.....-....*...�-I...:........:I.�..I..:..:...:..._...-........�..I.......-.......,...--...---.............��.....,..�.I..p�..:..-..��.........-..1.1....I_....I.. ...-..�.:l..:.-_-.-q.....-.-I....�-.......-*.:._.....I.II-I........,-.....4.--..��.-�....._.-�.....�..........�--..-....I.._.I..'._.,...- .I.........�.:....-.........-...�._�-...I.I�.....I..I....�.�.............-�-......_:.......�.�...._....I.......:..:�;-.......�_.......I.�..I..I.-.......�.....-........_......_.......I......I..-...I.......�.:.;-.-....-......I..........�......--......,--..I...:..�.........-......I......II.I:.....I.,.:.I..:...-I.--........��-......�......._.-_---....�.-I..._-.._....-....-.-_.�....I...:...I...w..-.:�. ..-_.I......-..�.�..-........-.-...._-.._......;.:.....--..._..-_.....�..1.-� I.1..-.........:I.I.�.........I.-....�.....I_....�............-..I..�.......II..-....--I....II....I�,�.........--...��-..-I-.II.-..I....- . . . : : . . ...:.......0---.:-...,.-.......-�4 . . . . . . M'AR ' 1 2025 \ . - �. . Bullding De artme P nt . .S.S ; .-�.�,, �A .. . . . .. Town'of.S.0.. d . .: . - . . .. .. . . . . . . . f jC .. • . . . . . nF .H Nh;;, :BA. . . . . , , . . . . . . . . . . . . . . _ . . . . yK.. `OCa 1. '. .. -- . . . . . . . . . . . . 10- � . . dam.. : 5 . . . . o'OfNf MOU' .Ts r \rl . W 2 7 oU ... R �z� J� .: . . . . o0 - 0 . A - - .�s�°oo odo 0 0-. - . rope - - . . . . �. .' . . . . . . .n � . \ . . - . . . . . . . . oho . . . m: . . .. . ; . . . . D . " ,Qoo° ,o . . . . - . . . . ,� . . . . . 100'. : w roP of o . m 2.9'E h .looapp /v%�'/ ) - 'O' \STEPS 070 . . /�� V/ / j �, .a _a,:c.tA:. ... . N ca cAi o 8T : , K00 �. S'3o ��. �+i` : . �.sx . . CT c: .� .oC . . .. . . . . ?s pFc p. CR •� . 1 - rQ 9 iu. N o. .a a . . - - - - - - . - - . -F _ \ .- a _. �, - - . p .Fi►11 '"' Us 1 w . . . . . . . . h::::::,. F�kp rc�r . ' ' cn _ . ° .�. m . r . . . . . - ,�35 �;;:l*:..*.•':. ,0. �,�: 'N': . �.v. .N: �, w . . '� . . . ;� '•3jp,• COOP �' a .� 1 N �'� w . . . ^1' .Cl .I. .LL C O y W `� W O N: ro - . . ,'y' Q .� r -- C7. ?'' �Q. �- O O. • Q.Q . . !� y a: U . . 70 'S -' 4 . 15:4' _' .0 -w: Z'. L . '6 cn . . . - S k 1- -ur U 'u- ro Q.. �.. 9� e1.. �: Z: .9 Z: m ry . . . - . . .. ,i,. - oc. .- a ,x . . . . - . _ . . T9.i' . _ . . . t- Q.;v_,_ 2' -0-.H' . . • . . y; bi - .Y :s Q. k :, :.;;:. . : w. u p: $ANITARX`LOCATION, Z. �,�% ; 0��4/:r::':.. SHOWER 0.:�-' .p Q - "Aa Neo. ii ry a .• . .4'xg' 0 -. N I o 0 . 5 M : 32' - 29' : . . A' .ti N. ! , .GEN. : ro V r ��9, :2'.Q . 'r . . . : D.P. 38'•' 30'.. : .. ::?gs;.;y::;:;::=ct comm Ds%oP . ,f�. - > ¢ . o"- .- - LL - G.M.1. 42' 29. . . . .C.P. . . 8• .0. ® 0-1 m. . G.M.2 66 :47' . . 1 ; cRAVELi I. . : . - aQ :: :� 0_ G.M.3'. �47:5 38, - - _ DRI1/EW Y - . - - u . . cj .-a. .0 - � • - G.M.4 " 69 : 53 : . . . , . : : �c�+c i . . I 0 . : : ro a°1..-s . . . . . - O.W.T_.S.-. . . . _y1-j.l . . .m . . . . . - .. . . �... . . 3' .a _ . . . . . C, .= . . ..0 . . �_l . ). • . .I _. M . .N. N , m: -. D.P. G.M:1 • : : , : . , . . +: - - .. . . CAS.n . . .. . . . . . . . I . :G.M.3 RE . . . . <L.I-..........:�...II..�........:I.:.:1.-�.......�-.--....-.........��......II-.--._--.�-.....-.-.....:.-I....,.....I-..:_�..I......,..q......:...._"-�.--.-_..-......-.�:-..�..........-.---.--.!.....�-F..-.--.-....2....t..-:�....-:.II..I..':-.....-*.._..-:--z......�.......�.-_-�-.�_..;....::..:L...--.�......:.;�:.-,.(..I�...`.I......i tI:..1..�....-...........W....�-_...'.......................-.1...............-............-.....1�I.-!.-..-..-........�.�-...I.....:...I._.I.......�.._,.I..'.......�_,.-...1.............ii..-;..,::..�......�...!-.....----I.-.:..-..5.4I....�.I..I....-.-._.....--...... -....-..'....-.....-�.....�t...-...I...-I.w....*,,...,..II.I.I..'.....:..�.....:-.-...�_.��.L��....I�......'--_...--a.a.-_:.;---.;....�....,.-�..I.'.....I...I.-..1,_......�.....--4.....4.-I-.....,I.........*I;..�-..��...I..I........-.�..:.....�....I1...1./..�.�....-...�.......:....:�.-...--...II.4...I:........:..: :.......-.:.::.......:....1..I.-..:..,�,......::.....:.�-..........4::I�.....-.........:.,.III.....:;...�,._-..:-.-,-._....�-.......-..N..I,.-I.-..�-.-........'-!1'.:II,I.-,..I_...;.-.:II...?:-.,�-....._........1...1...4:*-�.�.-...-.,.-.I:�.,,:�...1...:....,..�::...��.---.E..�.I......-�-.."-.--:I.-�...:-....-....-..II..--1�l s.:�-....I.....-_.......-_.4..:�,..�...I....--�.-..�.II....;-,-,-j:.._-.--.-........�.-,.-.,"'.*-..-..�:�..----.-...:.....-__I I-,*.-/.I.....-�-:..:.-.-."II:...... ..:.,-",>:...-�._.-....1;�_-.*.-.ft. :.�.--....*.,-.-..'I......I II:.....:*.*-.-",.,:..-.-'-..:�.1:'.-.........-.,.,...*....,.---...:.._...-..._.... -;..::........---..,..1..*i:1..'..:--..-.-...'.--:...l..;-.....`----.;-;..,...........:,.:_i.i,....�l,:.,..I.�.-......,...�-.'-I..--..-.,.(F.1,:.-.-.-'..-.....-.I.....:...-..-...---.-,I..;.1-.:.....-�....._*. ...,DD.��.:....I...�I 7.-.l.�........-..i-,.J...--.-....,:-...:"./-.I",.-:..,�.:-.."'-.,...-.....I.-..�..i'...,..-.W:."......-._.:....*!,.:.�..�....,.."....,...I:.,..�..:,,:..�..-..:..,.:,.'.--...'...-...,.Z;:.....--,.**..-...*..�..-�I.�.,,I-.�.:�I,..-..*--..�.,.�......,'..-0-....-�..I.....�....*...I:.'... ....-*,:�:.-:,..��,.�,.:.:I._.......I...:,',....*-...-,.I�.......-,1..c/..1._l1-.........-,...:..--m.;...:.;.:.........-.!-0,1.....-..r.I...-:,..,-......'-,.oo-.l....v0.-*..:-..,:-...._...:::-..-..-.-........-.-..........�-.....I.�:,......Q.--...,...-.::.-_...,.._ ... :3.2'E' I. . . • - - - - . G.M.2 I - . . . . : ' . .m. !I . . . . . . . . . . ....I--_.-...../j-.l..'..-�.!._.,-.......,.::.....-r...-.�.',.'.�,4.II.......I.... ......-..-.-.........I..��....-.�..I..I.,I..I.-..�...........-..:,:.A...i..............�.-.'.....-...�..I.�.'I'-..........:.....::�:...''..........--..,..1.m--..v.:..'-...m..-.,1u..I.n......,.......::.---......,..:.l....�.........I.....-...,........:--.......-.,.....m.,,:...`.....�...,... . . . G:M 4. is . I . . . . . . . . . . . . . . . . . . .. . . Q11�. rn i ICE I ' �: :3. . . . . . - - - �.I I 8 :� . _ . .. . . . . , . . - . . . . . . . i ..� I. I.. �' oa . . . w . . . ' . . . j . I I . .I ;" . . . . . . . . . . . o j •r I I I I: Z� . .' STONE I: ?I .I I . : . . . a WALL - 'v . . m }. xL. .0 . . i_ O .R ��cE:so N c 'o?�' I -FEMA MAP#36:103C0166H'.' . * - .c°°su`m� I,_ - . . . . 1 PARCEL.IS LOCATED WITHIN�THE... 4-'. . .. . . . . . . . . . . . . 1 . : i m COASTAL:BARRIER RESOURCES 'SYSTEM 'AREA:.(11/l fi '1990) ' 9 I . FLOOD ZONE X :0.2%'.ANNUAL" FLOOD .CHANCE. . - I m �.. . . : I. : :I' . . . •. $l . • .. 22 0'. MDN I . ......-....I�.1I......I...II.....I.-...........I..r..:...w...._........-...-.....�:�.-.1:...,III...III............:.....'-...-�.I-......_...�I......._....._--...�...--..�......-.�I.:...-..m.-I..I.II..I...........�-i.._....-..._-I........-...-.....I,.I.... MO_N. . !? - . N.75°54'S0",W. . - i . . : , 100:00' -. - - - : : . . . . - . - ADD. GALLEYS' AND ELEC.-. LINE. .02.-26=25. . - . . . . . I . U.P... - . .: FINAL.:06=05-24 . - - . • . . . . . . . '._EDGE.of PAVEMENT: - REVISED .01=10-2'3 - NORTH ARIS DRIVE E.- - . . :....'. �.. ... .. WATER MAIN` FND. .LOC.. 1.. 20 2.2 P -• .THE WATER SUPPLY, WELLS,-DRYWEZCS AND' CESSPOOL . . . . . . . . . . . . . . . . . LOCATIONS:SHQ6VN ARE.FROM:FIELD: OBSERVATIONS - .. .. .. .. . . . . . •_'AND.'.OR DATA .OBTAINED FROM.OTHERS . . AREA:29;330:; S.F. or 0.67• ACRES ':: - '. . .. : .: :ELEVATION•DATUM NAVD88 : -°. - . . . . . . . . . . UNAUTHORIZED AL TERA 77ON-OR ADDI77ON TO :THIS SUR III IS:A -VIOLA 776N OF SEC770N.'7209 'OF. THE'NE-W YORK.STA TE.EDUCA PON LA:W'. •COPIES OF THIS SURVEY - MAP NOT-BEARING: THE LAND'SURVEYOR'S'EMBOSSED SEAL: SHALL NOT BE°CONSIDERED. TO'BE;A •.VALID TRUE COPY ' -GUARANTEES`'INDICATED HEREON- SHALL RUN. . 'ONL Y-TO THE PERSON FOR- HOW THE SURVEY/S-.PREPARED.AND-.ON''H/S.BEHALF.T0.'-THE 71IL-E COMPANY, -GOVERNMENTAL AGENCY,'AND-LENDING•INSTITU77ON' - . : LISTED HEREON,.AND:TO .7HE:ASSIGNEES-.OF;THE.LENDING'INSIITU7/0N, GUARAN7FES-ARE'.N6T':7l4ANSFERABCE: - . '. ' . '7HE'.OFFSE'TS'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:THE EREC77ON';OF FENCES;- ADDITIONAL';STRUCTURES-OR-.AND '07HER /MPROVEMENTB. -EASEMENTS° . .. AND/OR' SUBSURFACE. STRUCTURES.RECORDED.'OR'.UNRECORDED ARE NOT'GUARANTEED :UNLESS'PHYSICALLY EVIDENT ON-THE PREMISES'AT-THE'TIME-OF'SURVEY' . ' -SURVEY:OF:`RESCRIBED PROPERTY: : . . . . . . . CERTIFIED T0: .JOHN.SCOTT;. LYNN' SCOTT; . . ' : . -:MAP -OF: '. 'ADVANTAGE.TITLE; . : '.FILED:- . . . .. .. .. .. .. . . . . . . . - - . . . . . .SITUATED AT.SOUTHOLD. -. . - . - . . . . . . . . , . . • . . . . - . . _ : : : :Towne-.OF:SOUTHOLD .. . . KENNETH. .M WOYCHUK''.LAND'-SURVEYING, PLI;C. -. .-.. . . : SUFFOLK- GOUNTY; NEW YO.RK. : : . - 'Professional'.Land. Surveying: and Design: : . . . . . . . _ . . P:O. .Box. 153 .Aquebogne,-_New- York -11931-- '. . -.-. FILE "_ * #� . :'-PHONE (691)298-1588 PAX (68i)' 298=1588- 1 SCALE. 1. 30 . DATE:.DEC. 1.1 .2019 ' . ` . . # 9 190- .. ert,L'Hennessy.do�Senneth•H:�7►.ychuk. ." . . N.Y.S LISC' N0. 050882. maintaiaing.the records o1 Rob APPROVED AS NOTED L� I-� �j DATE _a_a B.P.# 6 q- I COMPLY WITH ALL CODES OF . ay�D. y� Ax NEW YORK STATE &TOWN CODE-9 BY NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS Q� 765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWU ,w ; ...... FOLLOWING INSPECTIONS: ••••■••� 1. FOUNDATION-TWO REQUIRED ;. FOR POURED CONCRETE .,.Q,,...,4 �HOLD T01NNIINIlai841 2. ROUGH-FRAMING,PLUMBING, .<u . STRAPPING,ELECTRICAL&CAULKING „d ,�.SOUTHOLD T4WNT�. 3. INSULATION 4. FINAL CONSTRUCTION&ELECTRICAL ..�N.Y.S.DEC MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES-OF NEW YORK STATE. NOT RESPONSIBLE FOR RETAIN STORM WATER BMW DESIGN OR CONSTRUCTION ERRORS. PURSUANT TO CHAPTER= OF THE TOWN CODE. ELECTRICAL ` INSPECTION REQUIRED � PROCEED� OF FOUNDATION LOCATION` All exterior 110iting HAS BEEN APPROVED. InstaII4 repbad 0 Must ode auu :. tepaired shall 1 and S r Code g �e Additional ceduketion ON PLUMBER CERTIRCA-no" Mq Be Cql CERT F CATS CCMPAN Y PrOpeA- 1aZ 1 r< u 1 re-d as per SOLDER USED IN WATER SUPPLY SYSTEM CANNOT Zoap - NYS Vi¢oicLen+ILI Co* EXCEED 2floOF L I-- propeY CeAi hef9h+g Q.5 per PLUMBING ";ko_ � ALL PLUMMW WASTE 15 %5 den+ia.t Co�e.-'1Z'JO rJ, . I , a WATER UNES NEED TESTING BEFORE COVERING propxr e re55 a5 -per 2Da0. 1Vys &6jc1en+ja Ccxlr� t�310 : I -- TRUSS PJ ACM01114f lEGUIRE0 PROJECT INFORMATION Issue Date: Set: 8/30/22 Permit Set Generated by REScheck-Web Software SCTM# 1000-71-01-05 ( PROPERTY 495 North Parish Dr. Compliance Certificate ADDRESS SOUTHOLD NY 11971 ZONING R40 Project SCOTT BUILDING HEIGHT ALLOWABLE- 35' y ACTUAL-25' Energy Code: 2018 IECC --- Location: Southold, New York ENERGY CODE COMPLIES WITH 2O18 IECC Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 218 deg. from North Conditioned Floor Area: 3,692 ft2 DRAWING LIST Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Sheet No. Sheet Title Date .,i�cRED ARC Permit Number: A-000 Cover Sheet 8/30/22 5 KRI A-002 Code Sheet 8/30/22 t� 'y�c• t� Construction Site: Owner/Agent: Designer/Contractor: A-005 Window& Door Schedule 8/30/22 C.1 495 Parish Drive Southold, NY 11971 A-100 Foundation Plan 8/30/22 s s1r A-101 First Floor Plan 8/30/22 N A-102 Second Floor Plan 8/30/22 A 103 Roof Plan 8/30/22 �24802 �p >.,_. _ .:. .._............._.. . . .... >.��.....- ... ,.:.. ..._.. . .�._.,w .,._.. . �a.. � A-200 Elevations 8/30/22 F NEB Compliance: 18.5%Better Than Code Maximum UA: 764 Your UA: 623 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. A-201 Elevations 8/30/22 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. A-300 Buildinq Section 8/30/22 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade A-301 Building Section 8/30/22 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. A-302 Building Section 8/30/22 S-101 Structural 1st FI. Framing Plan 8/15/22 e Envelo Assemblies S-102 Structural 2nd FI. FramingPlan 8/15/22 p S-103 Structural Roof FramingPlan 8/15/22 Drawing Legend: e7 Y Wall To Be Removed r .: � Wall To Remain New Wall Roof Deck-2nd Floor: Flat Ceiling or Scissor Truss 396 49.0 7.7 0.022 0.026 9 10 Flat(EPDM) Roofs @Great rm, main BR&cabana: 488 49.0 7.7 0.022 0.026 10 12 New Foundation Wall Flat Ceiling or Scissor Truss -——————- Lines Above Skylight: Metal Frame 28 0.550 0.550 15 15 ------------ Lines Below SHGC: 0.40 EPDM Roof-Bridge 1st and 2nd FI: Flat Ceiling or 130 49.0 7.7 0.022 0.026 3 3 ------- — Guidelines Scissor Truss --•--•----- Fence Metal Gable(E/W)over Garage: Cathedral Ceiling 540 49.0 1.3 0.021 0.026 11 14 Metal Gable(E/W): Cathedral Ceiling 1,101 49.0 1.3 0.021 0.026 23 29 G Door Tag North Wall:Wood Frame, 16"o.c. 1,581 19.0 8.2 0.039 0.060 40 62 Orientation: Back 101 Window Tag North Door-9: Solid Door(under 50%glazing) 18 0.190 0.320 4 6 Orientation: Back North Door-4: Glass Door(over 50%glazing) A�xxx -, Section X, SHGC:0.31 55 0.280 0.320 15 18 Sheet A-XXX Orientation: Back North Door-5:Glass Door(over 50%glazing) � r SHGC: 0.31 68 0.280 0.320 19 22 Detail Tag Orientation: Back x Elevation Tag Project Title: SCOTT Report date: 08/11/22 x Data filename: Page 1 ofll x O x Interior Elevation Tag x M E R Y L K R A M E R a r c h i t e c t 2 6 0 H O R T O N S L A N E POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t , c o m 4"Vent Thru Roof ROOF Civil Engineer: 2" 2" _ 2" Barrett,Bonacci&Van Weele,P.C.. —r--7 __T_ -'- ---r-- ___ 175ACommerce Dr.,Hauppauge,NY,11788 —T--� —1-- I I 1 , —` Phone:(631)-435-1111 2"r---- 2"1 11/2"1 2"1 2"1 1 1/2"1 1 1 2" 1 12" 2"' 2"1 1 1/2"i 2"I LAV. LAV. I LAV. � I LAV. LAV. I w.c. w.c. w w.c. Structural En eer: 2ND FLOOR CE-77 I-C 7 TSHOWER SHOWERT TUB Evan Akselrad Engineer 860 United Nations Plaza,New York,NY,10017 C.O.I1 2"2" 1/2 3" 1 1/2" 2" 2" = 3„ 2" Phone:(917)-689-0301 IC.O. WET BAR BATH 4 BATH 3 2ND FLR. BUNK BATH LAUNDRY —r--- - --- - --- ---ii — i--i--- r 2r ' , t-- ----- T 1 4" 4" 1 ' I I Scott Residence 1 112"1 2") 2"I 12" 1 1/2"1 1 1/2"1 2"1 2"I 1 1/2"I 1 1/2"1 2"I 12" 11 1/2" 11 1/2" 12" LAV. rSIVK I LAV. SINK LAV. LAV. 1 I 495 N. Parish Dr. w.c. w ( w.c. RW �-C- w.c. I Southold NY 11971 SHOWER TSHOWER TUB 1 ST FLOOR 3" _11 2" 2" 2" 11/2" 3" 2" 2" 1112" 3" 2" 2" 3" 1 1/2" 3" SCTM# (1000-71-1-5) C.O. IC.O. POWDER LAUNDRY/ BATH 2 KITCHEN CABANA BATH 1 MUDROOM Cover Sheet I SINK 1 EXIST. FOUNDATION ( SCALE:As Noted 1 1/2" HOUSE TRAP CONNECT TOA-000 APPROVED PLUMBING RISER DIAGRAM SANITARY SYSTEM Scale: NTS © 2020 Meryl Kramer Architect All Rights Reserved GENERAL NOTES: FOUNDATION NOTES: e Date: Set: THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE Issue 2 Permit Set 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ACCORDANCE WITH THE NEW YORK STATE UNIFORM BIRDER AS SPECIFIED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODER 301.2.1 BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. CONSERVATION CODE,AND LOCAL AUTHORITIES. 2-ALL REBAR ASTM A-615 GRADE 60. 13LOCKING PER ULTIMATE ICE SHIELD UNDERLAYMENT 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE MANUFACTURES SPEC. GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS VERIFIED BY CONTRACTOR(S)PRIOR TO START OF 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE JOIST AS SPECIFIED CONSTRUCTION AND ORDERING OF MATERIALS. THIS INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. FOUNDATION HAS BEEN DESIGNED FOR A SOIL METAL HANGER PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW MANUFACTURES SPEC. L THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. CONTRACTOR TO INFORM ARCHITECT IF UNEXPECTED 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. Typical Joist Hanger LIGHT WOOD FRAME WALL SOIL CONDITIONS THAT ARE SUBSTANTIALLY DIFFERENT 1 Not To Scale THAN THOSE IN THE TEST HOLE REPORT ARE 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE DISCOVERED DURING THE COURSE OF CONSTRUCTION. TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. PLYWOOD OPENINGS 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING — RAFTER PROTECTION;THICKNESS EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY el (1)SIMPSON 112A STRAP PER DEPENDS ON WINDOW OPENING 3. PROVIDE FLASHING AT ALL ROOF BREAKS, OF LESS THAN 2 TONS PER SQUARE FOOT. WIDTH(1) CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS — RAFTER w/(12)Bd COMMON NAILS = AND DECKS ETC. 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. ��FtED AR — WALL PLATES (,+ e 4. DO NOT SCALE DRAWINGS. 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. \��¢•{L K��'�ij� — STUD WALL l NOTE: IN LIEU OF SCREWS,LUGS F (1)CSHP18 METAL 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED P WITH NUTS AND WASHERS MAY 5. DESIGN CONSULTANTS OR RECORD ARCHITECT PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. 'p 0, STRAP PER STUD w/ 04 BE USED -ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, * s (1)GSHP18 METAL STRAP PER ; o (8)8D COMMON SUPERVISION,OR ADMINISTRATION OF THIS 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GRSW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE STUD w/(8)8D COMMON NAILS PER END MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. Rafter/Plate/Stud Connection CONSTRUCTION PROJECT.FEDERAL, STATE AND LOCAL (P NAILS PER 10"END LENGTH e SEE ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE Not To Scale DETAIL RESPONSIBILITY OF THE CONTRACTOR. 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH N0.5 '>7T 4Z480Z e A REBAR DOWELS. % OF NE`N� 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO SUGGESTED UNDERPINNING PROCEDURES: FACILITATE CONSTRUCTION AND SHALL NOT BE ANCHOR BOLTS CONSTRUED AS A CONTRACT BETWEEN BUILDER AND A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. WALL STUD w/0.229"x3"x3"BEARING PLATES, FRAMING OWNER. I' 7. THIS STRUCTURE HAS BEEN DESIGNED IN B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. (TYP.) 3"No.8 SCREWS 12"O.C. ACCORDANCE WITH THE NEW YORK STATE ENERGY INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. CONSERVATION CODE. C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA Drawing Legend: CONC.WALL WASHER(TYP.) 8• CONTRACTOR SHALL OBTAIN ALL PERMITS TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. _ _ _ _ _ _ j Wall To Be Removed I 4FLOOR JOIST 9. DIMENSIONS,ELEVATIONS,MEMBER SIZES,AND D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY Wall To Remain �1/2"PLYWOOD DETAILS OF EXISTING STRUCTURE SHOWN IN THE BETWEEN SECTIONS.ALLOW 7 DAYS CURING. New Wall DRAWINGS ARE BASED ON LIMITED FIELD F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. New Foundation Wall GLASS MEASUREMENTS AND MAY NOT BE ACCURATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND -——————_ Lines Above ' ANCHOR BOLT G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE MOVEMENT CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB - Lines Below WALL STUD " 4'O.C.(TYPICAL) AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. ----------- ° 12"FROM CORNERS First Floor & Sill Anchors SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY 9 PLASTIC-COATED DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN — — Guidelines f1 p w/0.229"x3"x3" Not To Scale ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO 13 DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR ------ (1)CSHP18 METAL BEARING PLATES, PERMANENT WOOD SCREW THREE FEET FROM NEW WALL. — — — -- Fence STRAP PER STUD ;°' ANCHORS w/(8)8D COMMON THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION O (TYP.) o GLASS OR CONSTRUCTION. 101 Door Tag NAILS PER END 1/2"PLYWOOD 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE FRAMING BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND LATERAL FORCES ACTING ON THE COMPLETED BUILDING. 101 Window Tag Stud Straps @ Second Floor Box IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 2 Not TO Scale DESIGN AND PROVIDE ALL REQUIRED SHORING AND FRAMING NOTES: Header & Post Tie Downs BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN Section X, THE STABILITY AND SAFETY OF THE SEE STRUCTURAL DRAWINGS BY EVAN AKSELRAD ENGINEER FOR ALL STRUCTURAL STEEL Sheet A-XXX $ Not To Scale rWASHER(TYP.) PARTIALLY-COMPLETED STRUCTURE AND FOR AND FRAMING LUMBER NOTES AND SPECIFICATIONS. 2 1/2" / CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED x MIN. Nail Sizes Joint Description (common nails U.O.N.) Nail Spacing \ DESIGN LOADS. Detail Tag _ � `-3"No.8 SCREWS 12"O.C. ROOF FRAMING DETAIL A-TYPICAL ATTACHMENT OF 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS x PLYWOOD OPENINGS PROTECTION TO SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE Elevation Tag C Rafter to Top Plate(Toe-nailed) 3-8d per rafter WOOD-FRAME BUILDING PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist SPECIFICALLY DETAILED. THE APPLICABILITY OF THE Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF x BEAM (2)1/2"DIA. THROUGH-BOLTS THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY - -- w/WASHERS Ceiling Joist Laps over Partitions(Face nailed) 4-16d each lap ALTERNATE T0120 MPH CERTIFIED WINDOW WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION x nxxx x Interior Elevation Tag Collar Tie to Rafter(Face-nailed) 2-8d per tie INSTALLATION: PLYWOOD PANEL WINDOW AND IN THE DRAWINGS. 4' 4' Blocking to Rafter(Toe-nailed) 2-8d each end DOOR PROTECTION FOR WOOD FRAMED BUILDINGS x DECK POST 5 1/2" Rim Board to Rafter(End-nailed) 2-16d each end 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY MIN. fTYR TYP• WALL FRAMING RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF — 3 2 3 3 2 3 Top Plates at Intersections(Face-nailed) 4-16d joints-each side WORK DOES NOT INCLUDE THE ADEQUACY OF THE Stud to Stud(Face-nailed) 2-16d 24"o.c. CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. POST BASE Header to Header(Face-nailed) 16d 16"o.c.along edges ONC.PIER Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud 2-16d per 2x6 stud 2-16d per 2x8 stud M E R Y L K R A M E R a a r c h i t e c t 2 1 2 2 1 2 Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d 1�2 per foot - ° (Face-nailed) FLOOR FRAMING Deck Beam/Post Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist 2 6 0 HORTONS L A N E Bridging to Joist(Toe-nailed) 2-8d each end 3 POST OFFICE 80X 1600 Not To Scale Blocking to Joist(Toe-nailed) 2-8d each end 3 2 3 3 2 3 Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block S O U T H O L D, NY 1 1 9 7 1 Ledger Strip to Beam(Face-nailed) 3-16d each joist 6 3 1 - 4 7 7 - 8 7 3 6 Gable Roof Plan:7 to 45 degrees Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Band Joist to Joist(End-nailed) 3-16d per joist m k a r c h i t e c t c o m CSHP18 METAL 4 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot STRAPS w/(8)8D TYP. COMMON NAILS PER ROOF SHEATHING 10"END LENGTH � Structural Panels 8d ' SEE NAILING SCHEDULE RAFTER 3 2 2 3 Civil Engineer: Barrett,Bonacci&Van Weele,P.C. BLOCKING Diagonal Board Sheathing 1"x 6"or 1"x 8" 2-8d per support 175A Commerce Dr.,Hauppauge,NY,11788 RIDGE BEAM 1"x 10"or wider 3-8d per support Phone:(631)-435-1111 CEILING SHEATHING Structural Engineer: Evan Akselrad Engineer 860 United Nations Plaza,New York,NY,10017 4 Rafter Straps 2 1 1 2 Gypsum Wallboard 5d i 7"edge/10"field Phone:(917)-689-0301 Not To Scale WALL SHEATHING Structural Panels 8d (see detail 10/AO02) 2x4 BLOCKING AT PANEL EDGES NOOD BEAM Fiberboard Panels 7/16" 6d 3"edge/6"field e a 25/32" 8d 3"edge/6"field 3 2 2 3 �i e STEEL PLATE ~ Gypsum Wallboard 5d 7"edge/10"field WALL STUDS,SEE PLAN Scott Residence Gable Roof Plan:0 to 7 degrees Hardboard 8d (see table 3.9) 495 N. Parish Dr. STEEL COLUMN Particleboard Panels 8d (see table 3.9) - Southold NY 11971 Diagonal Board Sheathing 1"x 6"or 1"x 8" 2-8d per support PANEL EDGE FASTENING, ROOF SHEATHING NAILING SCHEDULE 1"x 10"or wider 3-8d per support 8d COMMON NAILS AT 3"oc SCTM# (1000-71-1-5) Zone 1 Zone 2 Zone 3 FLOOR SHEATHING --- ---- -- -- PANEL INTERMEDIATE FASTENING, Structural Panels 8d COMMON NAILS AT6"oc FIELD 6"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field STEEL COLUMN WALL SHEATHING,SEE PLAN, ;; I ` greater than 1" 10d 6"edge/6"field LONG DIRECTION PERP.TO ° I I STEEL PLATE EDGE 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing FRAMING,ENDS STAGGERED I . . II 1"x 6"or 1"x 8" 2-8d per support Code Sheet . V FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 1"x 10"or wider 3 8d per support CONCRETE PIER SCHEDULE FOR STRUCTURAL MEMBERS%NEW YORK STATE CODE BOOK. SCALE:As Noted c l `. U e 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed e ° .° a 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall A be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. I 10 Porch Beam/COlumn Anchor Simplified Roof Sheathing Nailing Schedule Typical Wall Sheathing Layout & Fastening A-002 Not To Scale 5 p g g 7Not To Scale Not To Scale © 2020 Meryl Kramer Architect All Rights Reserved :WINDOW Issue Date: Set: NO. QUANTITY MANUFACTURER/ MODEL NO. ** TYPE GLASS RO WIDTH RO HEIGHT REMARKS 8/30/22 Permit Set Loewen custom mulled unit A 1 Custom 5151/2" 751/8" - B 2 French Casement Bi-parting Casement 5101/2" 4'01,/2" Push-out Casement, Typ. C 2 3 mulled units: Left Casement-Fixed Casement-Right Custom 7161/2" 4101/2" Casement EGRESS, Push-out Casement, Typ. WINDOW NOTES: D 1. Right Casement over Stationary Awning Custom 2111 VT 63 3/4" Push-out Casement, Typ. - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW E 1 3 mulled Awning units Custom 7161/2" 1181/2" PRIOR TO PLACING ORDER F 1. French Casement Bi-parting Casement 418 V20 4'0 1/2" EGRESS, Push-out Casement, Typ. - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR G 5 Awning Awning ' TO FRAMING H 1 French Casement Bi-parting Casement 4101/2" 4'01/2" Push-out Casement, Typ. - LoE4 GLASS ,pED ARC Loewen custom mulled unit - WINDOW HARDWARE (MIAMI & DALLAS - SATIN NICKEL) ��5 �.(j. %. 2 Custom 5'51/2" 6'7 3/4" - EXTERIOR FINISH: 'CLEAR ANODIZED' �� 0- - INTERIOR FINISH: FACTORY PRIMED, PAINTED WHITE -14 (PAINT BY G.C., COLOR T.B.D.) J 4 3 mulled units: see C above Custom 7161,/2" 5101/2" EGRESS, Order with Limiting Control Device - SCREENS (HIGH TRANS MESH OR EQ INSECT SCREEN) �� 024802 Q�r K 2 Casement Casement 221/2" 5'01/2" Push-out Casement Typ. Order with Limiting Control Device AT ALL OPERABLE WINDOWS F OF NE`N L 1 3 mulled units: see C above Custom 51115/8" 6'8 3/8" EGRESS, Order with Limiting Control Device - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS M 1 4 mulled awning units Custom 13161/2" 1181/2" French Casement w/fixed transom above EGRESS, Order with Limiting Control Device, Push-out N 1 Bi-parting Casement 4'01/2" 6'21/2" Casement T O. Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall o"M R H E U U L E ---- ---- Lines Above EXTER" 10 R P"Au b ------------ Lines Below ROUGH OPENING ------ Guidelines NO. QUANTITY MANUFACTURER/ MODEL NO. ** TYPE FINISH RO Width RO Height EXTERIOR DOOR NOTES: — — — -- Fence - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW G Door Tag PRIOR TO PLACING ORDER 1a J. Loewen Fixed Side Lite - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE 1 1 _ Loewen Swing Simple 313" 810" PRIOR TO FRAMING 101 Window Tag 2 1 General or Equal Overhead 1651/2" 7'0" - LoE4 GLASS x._ Section X, 3 1 Select Doors SwingSimple le 3111/2" 6171/4" - GLIDING DOOR HARDWARE (MIAMI & DALLAS : AXxx Sheet A-M 4 1 Loewen Slider 810 U4" 6101/2" SATIN NICKEL INTERIOR + EXTERIOR) 5 _ 1 Loewen Slider 916 7/8 6101/2 " - ENTRY DOOR HARDWARE BALDWIN - X Detail Tag 6 ILoewen Slider 9-6 7/8" 61101/2" MORTISE ENTRY LOCKSET, #5173 LEVER, 7 1 Slider 9'6 7/8" 6'101/2" FINISH; SATIN NICKEL INTERIOR + EXTERIOR) Elevation Tag Loewen - EXTERIOR FINISH: 'CLEAR ANODIZED' 8 1 Loewen Swing Simple 3'2" 6'91/4" -INTERIOR FINISH: FACTORY PRIMED, PAINTED WHITE X 9 1 Select Doors Swin Simple 217" 61101/2" (PAINT BY G.C., COLOR T.B.D.) X (� X Interior Elevation Tag 10 1 Loewen Swing Simple 219" 6181/2" - SCREEN (HIGH TRANS MESH OR EQ INSECT SCREEN, X 11 1 Loewen Slider 5'115/80 68 3/8" FRAME TO MATCH EXTERIOR) 12 1 Loewen Slider 5115/8" 618 3/8" - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS ,ram M E R Y L K R A M E R a r c h i t e c t IN"T E Ro'k I C)k R D''" A 0 0%k 0 IF Z' S C H E D U L,E 260 HORTONS LANE 101 1 Trustile or Equal pending architect review Pocket Simple Solid flat panel, primed �2'5 1,/2" 618" 214" 618" 13/4" Privacy INTERIOR DOOR NOTES: POST OFFICE B O x 1600 102 1 Pocket Simple 2191/2" 618" 218" 618" 13/4" Passage - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW S O U T H O L D, NY 1 1 9 7 1 IO 103 � 1 Pocket Simple 2'91/2" 6'8" 218" 618" 13/4" Passage PR R TO PLACING ORDER 6 3 1 - 4 7 7 - 8 7 3 6 104 1 Swing Simple 3'11/2" 618" 310" 618" 13/8" Privacy - HARDWARE: BALDWIN, SATIN NICKEL FINISH, m k a r c h ; t e c t , c o m SEE SCHEDULE FOR LOCKSET TYPE 105 1 Pocket Simple 2'91/2" 618" 218" 618" 13/4" Passage 1. SWING DOORS: BALDWIN #5173 LEVER WITH #5046 ROSE 107 1 _ Swing Simple 2'71/2" 6'8" 216" 618" 13/4" Privacy #5146 AT PRIVACY 108 1 Pocket Simple 12'51/2" 618" 2'4" 6'8" 13/4" Privacy 2. POCKET DOORS: BALDWIN SANTA MONICA RECTANGULAR FLUSH 4" 111 1 Swing Simple 1'51/2" 6'8" 1'4" 6'8" 13/4" Passage POCKET DOOR PULL #150 SATIN NICKEL FINISH civil t, gineer: Barrett,Bonacci&Van Weele,P.C. 112 1 Swing Simple 2191/2" 618" 218" 618" 13/4" Privacy 3. DOOR STOPS AT SWING DOORS (NOT FOR CLOSET DOORS): EMTEK 175ACommerce Dr.,Hauppauge,NY,11788 113 1 Swing Bi-part 411/2" 68" 410" 618" 13/4" Passage CYLINDER FLOOR BUMPER, 1.187" DIA., SATIN NICKEL FINISH Phone:(631)-435-1111 114 1 Swing Simple I2171/2" 618" 216" 618" 13/4" Privacy l Engoneers 115 1 SwingSimple Frosted lass panel door 2151/2" 6'8" 214" 6'8" 13/4" Privacy Evan,AksellrradEngineer 201 1 1 SwingSim ' 2" 710" 28 / y" 7'0" 13 4" Privacy 860 United Nations Plaza,New York,NY,10017 Simple 29 -`� Phone:(917)-689-0301 202 1 Slider 4191/2" 618" 418" 6'8" 13/4" Passage 203 1 Pocket Simple 2171/2" 618" 216" 618" 13/4" Privacy 204 1 Swing Simple 2'91/2" 710" 2'8" 1710w 13/4 Privacy 205 1 _ Slider 5'11/2" 618" 510" 618" 13/4" Passage Scott Residence 206 1 Pocket Simple �27 1/2" 6'8" 216" 618" 13/4" Privacy 495 N. Parish Dr. 207 1 Swing Simple 3'11/2" 6'8" 310" 618" 13/4" Passage Southold NY 11971 208 1 Pocket Simple 2191/2" 618" 218" 6'8" 13/4" Privacy 209 1 Swing Simple 271/2" 618" 216" 618" 13/4" Privacy SCTM# (1000-71-1-5) 210 1 Pocket Simple 2'51/2" 6'8" 2'4" 6'8" 13/4" Privac Window & Door Schedule SCALE:As Noted A-005 © 2020 Meryl Kramer Architect All Rights Reserved 2 1 1 A-302 A-301 _20 Issue Date: Set: 8/30122 Permit Set NEW PIERS&FOOTINGS, REMOVE NEW PIERS&FOOTINGS, FOR SCREEN PORCH PIERS&FOOTINGS FOR SCREEN PORCH SEE STRUCTURAL SEE STRUCTURAL D AWINGS 31'-4° DRAWINGS ------4- _�:l-- --- -__ ---- _ - -_�------ --- --- -ETL —- --— © NEW GIRDEIR,-SEE SITRUCTURA I I REMOVE I REMOVE PIERS&FOOTINGS i PIERS&FOOTINGS I N3 j cc F-� o - NEW FOOTINGS, 1 1 1 1 0 SCREEN PORCH ABOVE I I I I FOR DECK I LL J- I _j I L J LL SEE STRUCTURAL ! 3 --L--1 -------- DARC DRAWINGS I z N I 5�<GR L K _ _ _ ♦- /� Ld I 'r ;A . _ U _ , a II II II I I III I I ci I I I I )I_ I r- NEW PIER 3C IIIIIIIIIIII IIII III o I I I I f I I I L I &EE FOOTING,?o STRUCTURAL J � 0248 wIt 1Ho @ I! DRAWINGSOF t4 ABOVEU 0 Z .�O Q' II p -:c>. _..: _ _ : . _ __. v -::_.-. ❑ .:_..-v_.._ _. _--V - ._..:_.. -, r.,. o- - _r..____._ __ f I I I I I I - - - - - - - -- - - 1 - - - , - r -nn nn g I I I � I I I 1 I � 1 I I I 1 •- i i y� -------—- F EMOVE BILCO DOOR AND I _ " 71___-_=== =1========1= Cs-------- UNDATIONWALLS NEW COLUMN, NEW COLUMN, �tl SEE STRUCTURAL /SEE STRUCTURAL - I I I ILO iII J I I I SEE STRUCTURAL I DRAWINGS // DRAWINGS NEW WOOD STOOP DRAWINGS FOR NEW !i l� i i ABOVE DECK STRUCTURE Drawing Legend:I I I I I iII I I I I I 'L----- Wall To Be Removed III I I I I I ECURE NEW FOUNDATION &FOOTINGS, 1 I I I I I I !�AlALL&FOOTINGS TO EXIST. V SEES STRUCTURAL L 1 Wall To Remain A-300 i I n �! I I I DRAWINGS New Wall A 300 --------- --------- New Foundation Wall REMOVE -------- Lines Above EXIST. (3)2x10 DROP GIRDER _____—__ —— \ \ FOUNDATION WALLS NEW FOUND.WALL / / — - - - \\ \ \ ------------ Lines Below &FOOTINGS, / -------------- IN-WALL \\ \ \ 2 ( --% - VENT \ \ \ --------- Guidelines SEE STRUCTURAL / GAS FIREPLACE FLUE EXHAUST (�) \ _20 DRAWINGS L --L- /--------------- NEW FLOOR JOISTS / PATCH NEW SEE STRUCTURAL Fence IN-WALL / SLAB AREA AT c N Door Tag VENT / NEW CRAWL AREA 0 \\ \ g / UNFINISHED \\ \ \ SECURE NEW FOUNDATION / EX.WINDOW 0�. EX.WINDOW \ \ \ WALL&FOOTINGS / / EXIST.CRAWL TO REMAIN 00 BASEMENT TO REMAIN NEW CRAWL CRAW \ TO EXIST. / / NEW CRAWL S'SPACE `ifl \\ \ \ SPACE SPACE 101 Window Ta / SPACE ACCESS 0� \\ \ \ 2 g x @J SECURE NEW FOUNDATION NEW COL.&FOOTING, NEW COL.&FOOTING, \\ \ \ -200 / WALL&FOOTINGS TO EXIST. SEE STRUCTURAL x SEE STRUCTURAL 4'-10" 8rt', \\ \ \ Axxx Section X, NEW OPENING IN FOUND.WALL / DRAWINGS ----- ' DRAWINGS - \\ \ \ Sheet A-XXX FOR BASEMENT ACCESS STAIR � ry• / r `+� I------ I EXIST.(3)2x10 DROP GIRDER I 71\ _ I -- -- -- - \\ \ \\ l� Detail Tag NEW FOUND,WALL ,� I - _ &FOOTINGS, _ o SEE STRUCTURAL z I DRAWINGS F ❑ L------� L---___J Elevation Tag 0 NEW BILCO I= o C.L.DOOR ON r — — — — - — NEW COLUMN, NEW COLUMN, in DOOR&STEPS (t4- 0 NEW m &STAIR z o SEE STRUCTURAL SEE STRUCTURAL w VEST. X w DRAWINGS DRAWINGS o f- ---- c o I x (xxx x Interior Elevation Tag j I II 5'8" I — X J EXIST.(3)2x10 DROP GIRDER I o —ALIGN NEW i P; I PARTITION WALL I o (EXIST. I w/SIDE OF EX.PIER Ir i *CE c vl (AIR HANDLED w❑ H Q I L it . w I 1< Iw U) 2 EGTtEsS z I �= I� -- - EXIST. M E R Y L K R A M E R - - -;-� NEW CRAWL 0 \ SPACE ACCESS 0 WELL 2 0n v A( a r c h i t e c t PATCH NEW EXIST. EQUIP. A-300 -L EXIST. ' \ I0 3 O w I - -' SLAB AREA UTILITY SINK ( w �. �' H.W.. 1 EXIST. In EXIST ' _� ��__� I ! z I I EXIST. \\ // 1 OIL TANK I I r---------T I GENERATOR/SECURITY ° I PANELS 260 HORTON5 LANE z POST OFFICE BOX 1600 JI NEW CRAWL v: I SOUTHOLD, NY 1 197 1 Uj II 6 3 1 - 4 7 7 - 8 7 3 6 NEW GRADE BEAM, BELOW ENTRY NEW GRADE BEAM, ;ZrSEE STRUCTURAL SEE STRUCTURAL I m k a r c h i t e c t c o m Q �1 �` DRAWINGS W/ P.C.SLAB DRAWINGS �� STONE 2 0 STEPS 2 > NEW FLOOR JOISTS ABOVE A-301 SEE STRUCTURAL I A-301 I II Civil Engineer: c- -------i--_j Barrett,Bonacci&Van Weele,P.C. 175A Commerce Dr.,Hauppauge,NY,11788 20'-3" v Phone:(631)-435-1111 2 A-302 Structural Engineers iEvan Akselrad Engineer v 860 United Nations Plaza,New York,NY,10017 CUT DOWN EXISTING FND.WALL Phone:(917)689-0301 AS REQ.FOR NEW DOOR _ o n 0 UNEXCAVATED o SCOtL Res 3idence FOUNDATION 3 495 N. Parish Dr. A-301 A-301 Southold NY 11971 0 0 SCTM# (1000-71-1-5) o � v ' i Foundation Plan SCALE:As Noted &Foundation Plan Scale: 1/4" = V-0" A- 1 00 1 A-301 1 © 2020 Meryl Kramer Architect I,A-200 All Rights Reserved 2 1 1 A-302 A-301 20 Issue Date: Set: DECK 28'-5 1/2" 31'-4" 2'-10" VIF 13'-5 1/2" 8/30/22 Permit Set C.L.WINDOWS+ SCREEN PORCH 2'1 10" R.O.9'-6 7/8" 3/ R.O.9'-6 7/8" 5 /4" R.O.9'-6 7/8' 10" VIF I , - - - _ • ��•o -- P 4.y o II I tl' IN-WALL IN-WALL DOWN- I DOWN- 5 1/2" SPOUT 15'-2 1/2" I 15'-2 1/2" SPOUT 5 /2" ,!I I --uP l u I CREEN PORCH WOOD DECKING m HANDRAIL& NEW o STAIR PER NYSRC WOOD '! uP R311,TYP. STEPS ED A% 81 U KRq�y A I I II' n NEW �, - WOOD HANDRAIL& CODE COMPLIANT GUARDRAIL I I N 11' N III STEPS STAIR PER NYSRC AS PER NYSRC R312 v g p o o ) R311,TYP. N I I I ' 02- -m ------- -------- ----------- --------------' -------------- ---------- ---------------- gym- - �� —N �co� NE�-1 - --------------------------- --------------r-------- -----------------_------------ — NEW WOOD DECK � m `i EQ VIF R.O. 7/8" 5 / " EQ EQ 5 / R.O.9'-6 7/8" EQ VIF CODE COMPLIANT 19 m O R.O.9'-6 7 8" 8 EST OP D GUARDRAIL IN-WALL / w-WAL AS PER NYSRC DOWN- DOWN- 5'-6" R312 SPOUT i SPOUT > LL VIF 13'1 1/2" ( O 3 3/8' Drawing Legend: - I Wall To Be Removed R.O.T113/4" GREATIROOM I----"I I I I WaIIToRemain 1 WOOD FLOOR(F1) I I I I HOSE A-300 4O I 1 j l I BIB 1 New wall STONE HEARTH __ I I A-300 PER NYS R1004 I I I I I 5'-0 1/2"_ 5 /2 ._- a c , 'o'>_ T` , T N New Foundation Wall GAS ______ Dq OR PLACE _ - - - - - - - - - -— - - - - -1 - - - is LAN _KITCHEN+1 N a \\\ a-1 _ __ _ ___ Lines Above ® Q F io 3'6" 9 2" I 1 WOOD FLOOfZ C.L. cam, \ -- Lines Below &RboM I L LISTED VENTED GAS I 1 I (F1)I I uNtT c° FIREPLACE I 1-ig� I I I r-- o Roo ti \ - - - - - Guidelines d \ ,� „'i F------ -PER NYS R1004 CABALA Fence 1 I I I 1 (F3) \ 101 Door Tag / 2 0 IN-WALL I I I IN WAL 1 \ DOWN- L_-DO WN--_J -I I I I�__I I 11 ALIGN EDG 9 a` SPOUT I I I - �I I SPOUT OF WI(14DOw 101 Window Tag _) I W/EEGEOFF -_- ---I 2NQFL. N \ / I I I ( m WINDO ABOVE. � � � � I I I T _ \ Axxx Sheelt A XXX 2 � 4 WINDOW 5 1/2" 1 3'6" I 12'-4" 3,-6„ 5'9" �12 _ m 1(iP `-V R.O.4'-81/2" 3'-0" 2 5 1/ " -201 a I VIF I VIF I = F \ -200 qx _ L -I- -----------I---------�- N Detail g ------ � xx a N - �BUF I T-- C I. r - 36„REF. C.L. 5 1/2" _ __ 115 1/2" N , II `n o --- ________ --- I 14 PANTRY LINEN DESK BY OWNER I x -I II -_o --cv O O Elevation Tag CV N III _ II -_.--_ - M. 111 113 o' BILCO DOOR o \ / BEDROOM 1 I I III I I m x mn iL'W.I.C.�s -- 9 — _ -- _ \ / I WOOD FLOOR F1 u a�� / �_ - - I _� ---- --- N - -!' : ' ( ) I - --_- = _:� -=C_L. - I BENCH q -1_ HALL-� VIF 4'-10" X O x • I � � P II � I N --� Interior Elevation Tag JOWN SPOUT II p 1 N I I M \ I � I I o II r ._ � I x "' MUD ROOM / LAUNDRY a 14 WOOD FLOOR(F1) I LID OPENING DOORS o iv DOORS I BASEMENT � = CL 110 _ o _ rn ___C.L. - - - -= r- - - SHOWER ACCESS v i C.L. — I I HATCH I [A.' BEDROOM 2 -WINDOW c� n I L------J H LL ��WOOD FLOOR ROOM � -- I 10 �_,,��, I!LID . ALL � I � �_-a-=-= I. .I .I Tv-�-_=s(��=��'z's;=nl ;I�� OUTDO R o 2'7 1/2" i w i-D 3'1 1/2" 3 1/2" OJ1/2" ,/ SHOWE U k , 3" R' 3„ CAB. -i I O 8,-0„x 4,_ iv HOWER I f I ---- N 101 POWDER BATH 2 c) I : 4 TILE FLOOR- ----- TILE FLOOR I � I 51/2" 3'-11/2" I. ALIGN -;.,..I _� M E R Y L K R A M E R 2 q c.L. t / -- --- ---- --- - (F2a) A-300 B- I 'FRAMING- p I u - (F2a)i 2 a r c h i t e c t � INDOW BATH 1 I I � � ., C. I I I I I I \..- I �I ` 1 �� I IA-300 o ROOM IT FLOOR'; \ I F2c)"�I —I _I I I I I \ i I I I _ o \ I I I e I i4 NICHE - - r ® (F2c) 1 �I" m I I I I I I I\ Ii UP Y ( ) I C.L.1St&2nd I I 108 ' q� I \; p ksj Do N- Fv � w M ( I I I I I I EQ / I FL.WINDOWS SPOUT I I I I I I I ( I I p 1 2 6 0 HORTONS LANE POST OFFICE BOX 1600 DOWN-SPOUT VIF 10'-11" R.O.5'-0 1/2" 1 i 5'1�2" m 1 1 _HANDRAIL& "' R•o• R.O. (� S O U T H O L D, NY 1 1 9 7 1 O ' STAIR PER NYSRC 1'-8 1/2" 1'-8 1/2^ R.O.7'161/2" 3'-0" R31:1,TYP. iv C.L. NEW N 6 3 1 - 4 7 7 - 8 7 3 6 ALIGNIEDGE IN-WALL I I Cl) WINDOW OF WI DOW I to C.L. I &ROOM STONE m k a r c h i t e c t c o m (� DOWN- O- -- - I ENTRY HALL g � I q 2 W/EDGE OF SPOUT I i WINDOW 1 WOOD FLOOR CO STOOP i o 2ND FL. ITONE I 2 5 1/4" R.O.R02'9"I (F ) > 1 > A-301 WINDOW ABOVE I i O STEPS i UP A-301 ' 10 1 DOWN- ' ' CV I iV SPOUT - .-I ------ ..I O m m Civil Engineer: IN-WALL UP 175ABarrett,Bonacci Cmmerce DraH Hauppauge,NY,11788 DOWN Phone:(631)-435-1111 UP I I SPOUT --------------------- O A-302 Structural Engineer: Evan Akselrad Engineer 860 United Nations Plaza,New York,NY,10017 Phone:(917)-689-0301 I I I I I - I I I I EXIST. ELEC.PANEL I I III Scott Residence 3 G AGE I O 3 495 N. Parish Dr. A-301 EXIST.SLABITI REMAIN A-301 Southold NY 11971 I > I SCTM# (1000-71-1-5) I I I I II I I I I I I I 1 I I I III First Floor Plan First Floor Plan I I --------------------- DOWN- 1 Scale: 1/4" = 1'-0" ! SPOUT SCALE:As Noted � I 9'-01. I \_HOSE BIB A- 1 01 .L. WINDOW ABOVE 1 1 -200 A-301 © 2020 Meryl Kramer Architect All Rights Reserved 1 2 1 20 Issue Date: Set: A-302 A-301 I A- 1 02 8/30/22 Permit Set I I ( I I i I I I FLAT GRAVEL ROOF S:RE D A,Qc `K�'y 22'-0" N9� 024802 Q� �Of NE��o - I - --------- ---- --- - -- -=------ -- --- ------- --- I - - --- I --T - --CODE COMPLIANT GUARDRAIL- --'----_-- --L _ I -----AS-PER NYSRC R312---- ROOF 1--- --_z - _ -_-_ FLAT - GRAVEL s-- T-------- — --- TERRACE-� -- - --------- ---- --- ROOF I I Drawing Legend: I - - - - - -- - ---------------, Wall To Be Removed =_i + -,\ 300 Wall To Remain 7- - - ; New Wall ------ \ New Foundation Wall ' � - t 1 = SKYLIGHT FLAT ? �- 7 ---' --------T . ..- ---' = - i - -- -- \ -------- Lines Above GRAVEL ------- - - -- ---- -- ------ --. . ---- T--- --- i \��\ \ ROOF ---- --- - -- ---- - PIT PLACEMENT, z-----_-_- -- -----_� I \� �\ \ ------------ Lines Below -------------- ---- -----FIRE ' - - w - - ' - \\a� Guidelines -------- --- --- -- FLAT + \� @\ \ - - - -- Fence + / zz- _ _—�-- �------ ----- ---- --- ---- ' GRAVEL FLAT 1--- -i - T - - _�- - --1 ROOF \��\ \\ 101 Door Tag L T GRAVEL -_- -- -_� -- - � — -- -- -- -L— - i ROOF - - - - - - r Window Tag --- --- - -- - r-'- -- -- - - /8� - R.O. '2 1/ 4'_0" 3'O\ \ 2 / /y3/0" R.O.7'-6 1/2" 4'-0" O.2'-2 1/2" R.O.5'-115/8 1-1 R.O.5' 15/8 1'-1" R.O.5'-115 i \\ 2 Axxx Section X, r- --- �/ ----- - - --- HOE - �- - = ---------- ----- --- -- - - --- ---\�®\- --- - SheetAXXX 20 I / /� d/ JO 0 BIB - - 11 = -_ L 1 - — -200 12 O \\ I/ r - -- --- ------- - - - --- - - - - I \�Q �I - --- - �=---- ! r i------- ----p � Detail Tag -� -I -- -- TV _ I 20 -C.L.DOOR I C.L.DOOR - &VANITY I I UP CAB. I i &VANITY Elevation Tag I J I UP. ! -' I I BATH #3 BATH #4 ! I x TILE FLOOR i_ TILE FLOOR 11 ¶ __ _ T- - --i-r- �--i - T-1-F T7--1__ L - - - I WINE ---.-s_�___{� � I I L _ (F2a).---- - - -- - - l---- (F2a)_ REF. I x O x Interior Elevation Tag x I I I lip v 1---- III BEDROOM#4 I i BEDROOM #3 II r� III I I i I i I SITTING ROOM I I I �p pl M - \ ! WOOD FLOOR(F1) I - 'c -_R - WOOD FLOOR(F1)� 1_ 1 - `L�_N =o �i�, r` II� WOOD FLOOR II l I I I _ __ o (F1) t1 PI SHOWER CAB. r, - :_= IL- A SHOWER w - - �__- - 2b III p FLUE 12I 10' - 5, - F I `{ d ---- F2b) 5 1/2" I 4 -- �2 1 3 1/2 -1 - -11'0"- - - - - - - -- -- 11'0 EXIST. - 1 7 1/2' „ - 5 - a - 12'-10" - f 1H I 5 1 2" I VIF51/2" iA ryl --- I II III I s_.-.•. �� ,, I'� �i I L HANDRAIL& II IILE L. NII STAIR PER N SR -=-- --- 2 � . { "=nl I R311,TYP. I I A-300 I _—— I I A-300 p I I M E R Y L K R A M E R Is pl \ a r c h i t e c t u li z, I m ALIGN -N_ALL �' STAIR& - - - Ip pl /H - ALIGN ! oORs L 201ALL LSE I� 04 c,L. &HALL CL.b0 R I' II p; DOOR DOORS WINDOW II DOOR &1ST FL:WINDOW ------ Ip --�- &HA - -- - p I Ip6 HALL 260 HORTONS LANE I i R.O.3',11 2" m _ POST OFFICE BOX 1600 ;716.1-/2-- --- - - --- - - ----- - _ �- - � SOUTHOLD, NY 11971 --- FFti11AAALLLLLL ---- ----- ------------- - ---- - --R.o. -- - ,� 2 3/8" -- -- --I;- I--- --_----- -------R.O.T-6 1/2" ---- --3'_0"-- - 2 2 WOOD F ODOR(F1) I 6 3 1 - 4 7 7 - 8 7 3 6 FLAT C.L.61-1- I r9 I GRAVEL m k a r c h i t e c t c o m A-301 Ip Hi 5 1/2" &DOORS 4 m ROOF A-301 1'4" 5'-0 p pi R.O.3''11 2„ I-�� -- - -------------------�'--- ; �- �—/�I I I,i 2 7 i I 5'o^ Civil ngineer: I \ CO I CANTILEVER 175ABarretCommerce Dr., uppa P.C. M pl Hauppauge,NY,11788 L-- �I, I I o Phone:(631)-435-1111 T.�- I W 2 I WOOD F OOR 1/2 ( I Structural Engineer. A-302 I iv 5'-61/2" 51/2" I I Evan Akselrad Engineer 860 United Nations Plaza,New York,NY,10017 d I Phone:(917)-689-0301 II I / \ -- -- {---------1 �ASH�, h 'ZRYM 1' ( EXfST.SKYLIGHT - � ; i TO BE REMOVEq 3 �___T - C\jR , ---- I 163 SCo$� Residence _ __ L___'I BUNK ROOM I � A-301 �-------*----' WOIODFLOOR O ! 495 N. Parish Dr. (F1) I Southold NY 11971 j - V i------ ' -1 7 in TILE FLOOR I I EXIST.SKYLIGH� N SCTM# (1000-71-1-5) o C.L. (F2a) i I TO BE REMOVE, ap dO WINDOW rl &WC I I-------I-J I I I — lf) N--_—_—_—� — C.L. N 210 II N i WINDOW�. - �- I� Second Floor Plan &DOOR \ I N BUNK BATH I I TILE FLOOR (F2a) a Second Floor Plan O O N I 1 Scale: 1/4" = 1'-0" SCALE:As Noted I M I I I I I 9,_O" u J 1 1 A-301 -200 © 2020 Meryl Kramer Architect All Rights Reserved 2 1 1 A-302 A-301 -20 Issue Date: Set: 8/30/22 Permit Set I� 1 PITCH TO PITCH TO� INTERNAL INTERNAL DRAIN I � DRAIN I l /' I I � ' I I I I ` I 7 � ' I I � I NEW!FLAT ,\Sp ED AR C GRAVEL ROOF �OQ�' I I Q l-- --------------------------------- -------------------------------- --r FNEW t .---_-_----,------ -----— ------ — ---- - - -- - - -- - r -- T I -- G - -- - - - - -- - — — --_ -- R O - ---- ----------NEW_ ROOF-- -` --- — 7 I NEW FLAT - -- ----- -- - :-------PITCH-7-- ERRACE---- -- Plj TO I � _ INTE�2NAL DI�,AIN { P1TCH�fERRA --- -- I GRAVEL ROOF - L-- - ------- �E_-_TERRACE - 1-- I PITCH TO --1 -- -TO-INTERNAL _ _- -WOOD 0ECKING - TO]INTERNAL:::::------------,. -�- '� Drawing Legend: INTERNAL DRAIN ----rDRA1N_�- { - - — — ---- - -- 1 i -- ------------, Wall To Be Removed --- ----T--- - ---- --_— -�- _ ---- --- - 1 / f 1-- -- --- ---------- --I --- --- Remain- L------- -- - _- - --- Wall To Remain A-300 - -- - - -- -- - _ New Wall / ` / -- -- - -- r -- i '- - — -- -- �� -- ---- FIRE - S - --- SKY- t �� I \ New Foundation Wall -- ---'- ------ -- --- ---- ----- - ------ - ---i . ._i- - � - -- -- ---- ----------------�;—------------- LIGHT; , Lines Above PITCH_---------/ ' ,� - - - - --- -�- -T--- -- ---- - TO ' ' �� ' \ ----- Lines Below ' `'/ ,' `` � -__ - -- T------- _ -------------L-------- DRAIN NEW FLAT \ --------- Guidelines -- ---------- -- -- - -_.___ ; GRAVEL ROOF \ Fence PITCH TO ---- -------•--- / ------- -- -- --- - --- -----i---- ----L r DoorTa � INTERNAL DRAIN � ,` _ NEW FLAT --- - ------- --- ----- PIT �� PITCH TO \ GRAVEL ROOF PITCH TERRACE -___ --1---- ---_- - CH TERRAC ' - -- - ' -1- INTERNAL \ 101 Window Tag / f TO INTERNAL --=---L - - E -----, EW FL T'��' DRAIN \\ - - - -- T AL - --- I \ / _ f _ — _--T K 4 2 / / t - - ---- ---- --L-- - -- -- ----- ERN - -- - -• GRA 0OOF \ 2 Axxx Section X, / - - r DRAIN Sheet A XXX D IN -201 ; -- ------------�--- - _ ------___—_------�--_� _---------- ---Ply" TCL - ----- +----------------�- --------� - ---- ---_-------- �' I \ -1 - "_.- T__—_— _—_-__._._._ — — ' ,` - - - - - -- ,-- - - I1VT 1 -200 - - � - ------ �RNAL DRAIN / - - ---- -- - - ---- - -------- ----- v l_ Detail Tag 1�-- -------------------------------------------------------- =-------------------------------------------------=----- -=='r x i I I W i x jElevation Tag I I x I � W +I x 40 x Interior Elevation Tag I ► x I { { I I 1 SLOPE SLOPE 1 2.5:12 NEW METAL 2.5:12 W I - - - - - - . I I Lu � GABLE ROOF ` � I W z I t F- I M E R Y L K R A M E R a r c h i t e c t A-300 � � I A-300 t w j i Z I i { 260 HORTONS LANE POST OFFICE BOX 1600 I I I SOUTHOLD, NY 1 1971 ------------------------------ - 4 7 7 - 8 7 3 6 L-------------------------------------1-- ----------- ----I_ - ---NEW FLAT-------------- --- 6 3 I I I GRAVEL ROOF ' m k a r c h i t e c t c o m 2 I I REVIEW ,.'� INTERNAL DRAIN ,-' 2 A-301 I - --- i '--r -----�- ----r---- ----taeATlaNS-Wr --------_--- A-301 I I { I I ARCH. IN FIELD I I I Civil Engineer: Barrett,Bonacci&Van Weele,P.C. 175A Commerce Dr.,Hauppauge,NY,11788 1 I Phone:(631)-435-1111 2 I I A-302 I I I I Structural Engineer Evan Akselrad Engineer 860 United Nations Plaza,New York,NY,10017 I I Phone:(917)-689-0301 I � I r EXIST. I F_ I SKYLIGHT- TO BEI ( � { REMOVED W SLOPE SLOPE NEW METAL Scott Residence 3 I z 9:12 VIF 4:12 VIF ROOFING AT— EXISTING 495 N. Parish Dr. A-301 EXISTING ROOF i A-301 Southold NY 11971 I I EXIST. I I i SKYLIGHT i I SCTM# (1000-71-1-5) TO BE REMOVED L------� I I I I I I I I I I Roof Plan 1 I I I SCALE:As Noted I I 2 Roof Plan Scale: 1/4" = 1'-0" L-- I I-- t1 -----------.----.- -_J A- 1 03 .L. 1 D FL. 1 -200 A-301 © 2020 Meryl Kramer Architect All Rights Reserved I Issue Date: Set: 8/30122 Permit Set - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — _ — _ — _ — — _ — — — _ — — — - - - - - - — — _ _ _ _ _ I — — — — — —TO. Ridge 24'-1 1/2!" IT"T LtIT I if j` � I ] TT Tl i TT717 iT 0 lj 1 1 -j- I_P 1-il' LLlh zt co T NEW METAL STANDING SEAM ROOF I LH -1 1-11 1t J j tt �t 1 11 1 �I i L L I I J F LL L TO. Plate at Sitting Irn 4L 1 L i _�L Ll L I i 1-7-1 71'_ 7j [1 11 t I T 1�� I! I19 Ll 11 'j El y1iT_]JI iLIJ,11-, 'J I 4��' _1_'i t 11 TO. Plate I_ t W Lill IT.11 4T J_ --4 EiRL F, ii EEY"'T T'4ft I L I i A J_T i_+'lL_ T7�71 17 -5" Tl tom- Xj 4W LEAD-COATED COPPER Ll Fift"I Ll HILF-ROUND GUTTERS,TYR LU f" P;L1-1 -,d 00 L L I F It I .� I - tir �:r -Z "i ' k T - CL Al J__j� 1 1 1 1, 1�I I I \ 1 11 L I oo 1H �� L I -YE ij �W AYC TRIM,TYR J L I _J r-1 Y- _j it U L i IT 11 0, rlE XM co I', JI�-i ]JIl L TO. Sub Floor 5; Z) Uj L 1 t-te M 9'-3 7/8"' ']�'l 11 L > j IT t I L IL -1 NEW AYC SHINGLE SIDING,TYR 04 I L �Tl Ll I L��t' "i] I ii � If I 1 1 1 11 b III-: U) lil'fij ! i _TT __][J,'-j -ifll�Ij'r- 1- L Jill L l_ 1U _111 I 4J4 n FT _�_)j I L-------i 1 1 11 1 t-i T-1 1]1 �jl L_ d T.O. Great Rm. Plate t 4 I ILI 1 1�/8 4, T] �T' tTT t ii-I t jl�i FTF t 4tL" 4 T�_J4 I t Drawing Legend: TJ -ALASKAN YELLOW CEDAR Fl SCIA 6A TO. Plate Ill IT DST L — — — — — -- it 8'-1 1/8" Wall To Be Removed L I J- UT-14iLk, a �_ 1_ 1 1 _ _L fl - ''1 l J -I L 17I -,: i` TI 1_j _=l ]I " 1 NEW METAL WINDOWS,TYR Wall To Remain x -It f I i /\I'll I—11! L�L �_h, New Wall Ll CL H "TI-I i _7 00 New Foundation Wall 1:11 _T I lil D_ L !L I LL P-TE Lines Above LL II I N, rj LL L T _T L[ it F1 L if iT Lj lii j 1�i LIL Ill i . - 1 1 1;1 ILL JA If AYC BOARDS I ------------ Lines Below 11 tj I-1,_ i�1 11 OB J L --i IT 1-1 Fj i 00 M t - 11 ". L I � P I�d Z) 1i j I L L 1 t'L T Tj ALL F I L i I I Til �'f TIL 1 OUTDOOR Guidelines 'iAi 1 11 1 j 1 l; t"til I L! 1'' I ' 'I SHOWER C; 5- It'll Ili ii'I IIi1l_ it IT lil It T, I J__:i'i_1.i_L L j BEYOND Fence IE STEPS iti U_ L , 5; _iT I Door Tag it i DATUM (0'-0 I ILI L _a� _L t TO Sub Floor �T'-'J�l Ili,, J�l Jr - OTTJ lr�L 77, . ....... I— z �t HOSE BIB;COORD.LOCATION I , B.O. Floor Joists 101 Window Tag ALIGN 1ST&2ND Al 13T&2ND -1011 FLOOR WINDOWS IN FIELD W/ARCHITECT FLOOR WINDOWS T.O. Foundation Section X, Sheet A-XXX L Detail Tag TO. Slab VIF Elevation Tag 'D �-7 -8 x x 4(xxx x Interior Elevation Tag B Ui"in Elevation ?n - SoUth x Scae.ZI/4�1�_0 TO. Ridge!24'-1 1 112" EXIST.ROOF FRAMING NEW STANDING SEAM METAL ROOF NEW METAL STANDING SEAM ROOFING M I R Y I K R A M E R CUT BACK EXIST.ROOF OVERHANG —NEW LEAD-COATED COPPER,HALF-ROUND T.O. Plate at Sitting Rm. o� 260 HORTONS LANE 7z_ftl&--DOWNSPOUT-,TYP— 1975 POST OFFICE BOX 1600 r L Ll lLj- LJ_ 11-L 4ir' SOUTHOLD, NY 1 197 1 --NEW-LEAD-COATED-COP ---- -- -- 4� L_ Uj H OUND GUTTER&DOWNSPOU NEW AYC SHINGLE 171-5" Ty�.I L= -1 -I-_ 1- -4 - 1- -1 - 1- -1 1 1 1 1 - 11 SIDING,TYR 6 3 1 - 4 7 7 - 8 7 3 6 Al T, Ll1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ld �T Frt C5 I T[4 -il-!-4,L_Li T WIl W' ARCH TECT,TYR 1-4 y 00 L r -I-,- L — — — — -- -,A-ill It -L I IF r P NEW AYC SHINGLE SIDING,TYR--� tit- _CW GLASS RAIL-[NG-AT_ROOF TERRACE----� L I ill _r_jt1__ N Ll Li 11 L I r -h �4 4L 61�--i I"T :D T.O. Sub Floor _j U) 00 U_ 1 ID 9' 3 7/8 L z) 1 Ul Civil Engineer: i U) fl T.O. Great Rm. Plate Barrett,Bonacci&Van Weele,P.C. -L I I I] I L I I I -It 1 'T I I L -1 6 l- -1; Ll 175A Commerce Dr.,Hauppauge,NY,11788 L 1 1 1 1 91-1 1/81, Phone:(631)-435-1111 4 ah-1- - I j L IIr I,lT-i' L� I I - I I - I I -i L _4 �Lj I - -, - I r J_ I I .I - - l�� ti q,",q�-� I I -t j �j� H�id �' _'_�]�]Li - il U L t t !L4LI__I I'T JLI SCONCE,COORD.LOCATION f Jill I ±11.l1iI -I I I'Lij OF BLOCK-&-Wi w7-ARCMfTEC`T,-TYR_-7:2� T71 T _T I TO Plate Structural Engineer: Tjj .11 :, .J I - , - � 1 -1 1. - —J'I T! Evan Aksell Engineer L_'_ i 1-JA L t 'L_ I fl IIfj IT! Phone:(917)689-0301 L J,L, I / \ 11 r L ji, 1. - _' , I i - __I CL VV NT j I`- j 0 7 III 1 J41 1 +T I- try 0 60 0 yr-L -Xi F�T t �'i rL#�, '-fl 4_'1_I Ill 14� F IL LL :OF7 11,�11' t IT C. IT EN 1 0 N El, SAN IlLi L I it, A g IL 00 141 1 ;l li - It 11, j - I L I�_'_T I.T1 U_ L_Iij I I I LASKAN T Tft I 11 A_ 12 11 1 1--j r SCRE I�YL L _TT 717 1 Tij _4 J_ 8) U) i J, 3 7 < CEDAR T'± j LI y 17, 71 Scott Residence CEDAR CLAD GARAGE DOOR— i'r ill'l_IL" C; I T-L—i �2) _j 11 Eni I-Ili I (D 495 N. Parish Dr. F OUTDOOR T < /X 1\ ,— fYT_'1L f'r J. T SHOWER T 14 STUCCO AT EXPOSED EXIST. (D ji I'[ Southold NY 11971 TO. Sub Floor ti-Lik I] I I [I— FOUNDATION WALL,TYR,COLOR T.B.D.- DAF TUM (i L7 I IT''FE T -- ----- SCTM# (1000-71-1-5) BOloor Joists HOSE BIB;COORD.LOCATION- IN FIELD W/ARCHITECT WOOD POST&GLASS RAILING: HANDRAIL @ STAIR PER NYSRC i TYR CODE COMPLIANT AYC STRINGER GUARDRAIL Elevations AS PER NYSRC AYC DECK SKIRTING/HORIZONTAL SLATS R312 TO. Slab VIF SCALE:As Noted 2 Building Elevation ?n - East ScaleI/41_0 A-200 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set 8/30/22 Permit Set F I'T TO. Ridge I I z :z; 24'-11 1/2" k- !�_T -4-11 1 NEW METAL STANDING SEAM ROOFING - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - y T__1 iF L J T-1 j 1w IT- T_j 1 J� Ii _LL L I T T -It, 41-1-1, NEW LEAD COATED COPPER,HALF ROUND FrSA" I I 'T __�11 5m_ h ��u t-i- ' i i ��J_411 _ I I, F T1 T,-TYPI �__ — — — 1 1 1 I I F F, L T.O. Plate at Sitting Rm. __COORD' LOCAl —1311"ER-&-DOWNSPOU 41, —1Z _T L1 i , r-I -I[- __ �7,5� Ii! I- , ! I -`_ H TL al 14,tA_1Jt _71j:7 -5 L L j J. 1 j LU,t f I J I LLI L ih_1 I, till, __4 1 1 t I il-ILI I J,I I I I In D T' Plate NEW AYC SHINGLE. IL I i I I F t I T.O. Plate SIDING,TYR X W 44----i'll _L 'I� - I= - - I I !I�fl,�_i- I I Uii I I I �V t L I I I Ij 1[__j F) ...... LU F sclOE L. D 00 ltin -11-11, 0 I i- dFjt- I I-L I I I , 1 1,_"I )AR 'Hj. - 00 NEW METAL WINDOWS TYP kY NEW GLASS RAI ING AT-ROQF TERRACE I _j ,, >1 NEWAYCTRIM,TYR 1 4 _L j 1,,�L L M TO. Sub Floor Z) J > 00 U_ Ol U) SE M K 9'-3 7/8" COOK 0 C 4_1 J-1 > 1 �K) HO 11�- CIL I-'j II! I li IN FIE ARCH ITECT-114�1 --t It- li� - I .� 1-1 I_ I 1 1 7— , - !I -t-ilr T.O. Great Rm. Plate r r j t-j,17 I f L, j 0 T! ]-- " , i 0 7t Ll i ff—fl] �A _Ff_ IT L i_,L I OL L 10 tFFT I� I r - b 'L �_�, L UTI �IV 12 IT- 7--1 l�T F1 I In 7t I fit 4J- 1�! 0 !T- OF BLOCK&WIRING NG + 7' ILI-L LI --W/-A RCHI]TEl T.O. Plate r t I 1 J, Tr CO E FT T L 14 1 WOOD POST&GLASS RAILING: I-L 00 SCREEN L IT HANDRAIL @ STAIR PER NYSIRC R311,TYR Drawing Legend: Pbl ILL Wall To Be Removed j , IL A JL J' 'LII (�4) 60 co T�, _j L_ IL IL L JL it LL_ Z:) Till' Wall To Remain T_ L Till I II I CODE COMPLIANT New Wall :j GUARDRAIL New Foundation Wall OUTDOOR AS PER I R312 > 1. -------- Lines Above BEYOND �L T.O. Sub Floor DATUM (O'-1 ------------ Lines Below B.O. Floor Joists —-—-—- Guidelines Fence T.O. Foundation101 Door Tag V-AYC CLAD DOOR AYC DECK STEPS&RISERS YC WOOD POST&GLASS RAILING: AYC PORCH&DECK SKIRTING/HORIZONTAL SLATS—/ 101 Window Tag HANDRAIL @ STAIR PER NYSRC I TYR Section X, TO. Slab VIF Sheet A-XXX :7 Elevation -=N��r -7 -8" x D Detail Tag _ 1 0 Scale: 1/4 L Elevation Tag x x 40 x Interior Elevation Tag X Ridge tI M E R Y L K R A M E R '- NEW METAL STANDING SEAM ROOF 24 1 127' a r c I i t le c t EXIST ROOF FRAMING, NEW METAL STANDING SEAM ROOFING 260 H O R T O N S LANE POST OFFICE BOX 1600 NEW LEAD-COATED COPPER,HALF-ROUND T.O. Plate at Sitting Rm. SOUTHOLD, NY 1 197 1 TER HALF ROUND GU &DOWNSPOUT,TYP. F T J W m k a r c h i t e c t c o m V�ft I —GU.TTER-&-DOWNSPOUT,-TYP r-NLW LEAD-COATE D COPPER, 6 3 1 4 7 7 8 7 3 6 T I-T SIDING,TYR 11 1 NEW AYC SHINGLE _517h — — .1 K— — — T.O. Plate It I J L� - - - - - - - - -- - -- -- - - - - - - - - - - -- - -- - - - - - - - - - - - -- - -- - - - - - - - j 71 rl 1-1 _j iT -� -i W IlL T if ltl]l "u. I-ILI 00 It L 711 1 ;i4 4 L L L G �T L Ll 00 C5 a b lL il,� Civil Engineers NEW GLASS RAILING AT ROOF TERRACE' _j j� LT441- t T'� U_L IT CO Barrett,Bonacci&Van Weele,P.C. ji ILL 1 L�F-ti Eo Tit —Ij— L ZD 'IT T L 1 t CS T.O. Great Rim. Plate IT, l L Structural Engineer: jlj_ — Evan Akselrad Engineer Tr J:Lfit IL _11, j it I - I - I- - - 91-1 1/81, 17� I I- t�1�1 �i�, 11, - T_ L --Ij I11 t; _=i Phone:(917)-689 0301 jai jT] 860 United Nations Plaza,New York,NY,10017 j, T U) LLJ RTI J_ 4,1 Phone:(631)A35-1111 J M 9'-3 7/8" 4%, j _j T.O. Sub Floor 175A Commerce Dr.,Hauppauge,NY,11788 I"', I I I -11"1 L I�T I _; L j LL 0 t T__ ij'�L L 1 1 L U_ _Z� L I_---NEW AYC SHINGLE SIDING,TYR j 1 7J j", :ii A JI 111-1-1 jT_ -1 FF_F77 _F 7 C I ONCE,COORD.ti + 7, T.O. Plate-1 1 1 1: Is 7L,�� 1 1 Z, i 7 DC�TION AYC VE ITICAL j7 J7 15 OF BLOCK&WIRING BOARDS P W ---T,!� LL_ HITE, T 1yP- 0 I III 0 14 �"J L.L 4 irL _jLI _ , L L J `L- ht- Ii ! -1 // 14 I SCREENII TLI4 7J 11 r 'i [ \ : 1, L 1 i 4� O 0 1 00 0 Lj ! 1�1 // 1 it 1 11 FOR L-4 Il��--A 11 - _* 1, Z T �tlilk Scott Residence C; r _11171 T TR -1 _jI ILL L 4' _j E3 Eo M 495 N. Parish Dr. U_ Z) / :L FTT-I T,D-111. Southold NY 11971 o (C) L I L I ij �1 Fj LU CD T 0 t 1 1 1 1 j LY y -1 )�J] T� - -.1 1 i � < Ll ILI X L LLLL_4 14-,4-- TO. Sub Floor L I _44 SCTM# (1000-71-1-5) 0 1 1 Lit ill L I [ it ,4IL 11 L fitjf� I 1 4-' j wm� L DATUM (0--0 - - ---------------- B.O. Floor Joists -1011 STUCCO AT EXPOSED NEW T.O. Foundation WOOD POST&GLASS RAILING AS PER NYS CODE STUCCO AT EXPOSED EXIST. Elevations FOUNDATION WALL,TYPI COLOR T.B.D. FOUNDATION WALL,TYR,COLOR T.B.D. AYC STRINGER AYC DECK SKIRTING/HORIZONTAL SLATS WOOD POSTS&GLASS RAILING NEW BILCO DOOR SCALE:As Noted AS PER NYS CODE TO. SlabVIF Tv13" Elevation ? 1 Scale. 1/4 1-S 2 01 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/30/22 Permit Set — - - - - - - - - - - - - - - - — T.O. Ridge Toll 1� ly - � [ u 1' r I � —tL' _IrL. n.L l \ fl t ` ,i J'J \].i � i.L. \ \lil-4 \! \_ 11. _ _; 1 \ i_ 1 L 1,11 J L 1ri] I' . _i1i j_ 1 ,,� '- 'tr _ Y r_ [ { ' I l \�C' I.:�I \� 11 L �i i 1 Il ;\ I. 1 ; L ' I \1 \ I .TfI1 �J-T1 _- --� ._ l L 1'\( I = J T.O. Plate at Sitting Rm. ,.]�i =t \- " L 1 - L. i — C u__ +' �h—_I —^ — — — — — r Y ,' T j � ' \" �1 ',T - - '1 r1T �' --mar----'r'- - - - - F- 1i r u 1, `- �- t t\ ,:-?�--, -� ? r:,'I- �' _ ' _J,. ,� _l! .-,_ `i.� [1 1 ._ III 1. 1_�I tll _I`tC I `- \- r � ,�i`II �r � I '� J' ;� �� ;I � I ;i i � �I I �_ 111i � �� t �_:� i'�j-Ili _1 � 1 � : 1 �� 'i1 'L .�' 1 _il _11 �1 I �_I }; - - \.,�1� f r�`i I\r\r Orr`>` �I r', 1�I i i\\ I \ L� \r [I �� i[ - 1 l \ A I,! C I i i 1._ I_ fi� 1 -i i_I l l �_,,I 1 \ 11' -i ? I i \ +� �-f� \ � I'; -�-\-- �r � ' r�-L\� �. i TO Plate - - -,1--� � � -rill { �~ ;� it 7�i I I �,I I_ [�� ICI I �_ Ir r T Ii. - fi' I 1_'w` r " 1 1 -I,,_ i. a 1, lIr 1 [- i -I Ill -5� !' r' ` fir' _ \ [ '� l Q 17 NEW FLAT ROOF CONSTRUCTION: -r ' ' �' i `I�' u r I i' - a- Fw- REF.PROJECT NOTES&STRUCTURAL DRAWINGS T 1 t t GRAVEL BALLAST STONE 1 � 1' 1 1 j (REF.PROJECT NOTES&STRUCTURAL DRAWINGS) __ O - I -� NEW FLAT R 1\ 1_ j I r r it I j j I \[? J(I WOOD DECKING ON TAPERED INSULATION ~ a EPDM RUBBER ROOFING MEMBRANE 1 , \ / \ I' I \ r J[ / rl / \ 1 - `� - 1 WATERPROOF UNDERLAYMENT rl _ L LL] 1 \ 1 11 I -i` EPDM RUBBER ROOFING MEMBRANE J 00 O APA RATED PLYWOD SHEATHING l � ]I L\ 1\l"l4 "'`i- - I !I I : li 1� \I L\ �T`T WATERPROOF UNDERLAYM ENT r I M ~ D T 1 r \ T J1 m E A -NEW ROOF RAFTERS T[ !--i] (- L' 1 �l r �1 �\-� � �� J ' � ` , -� I I I; � j1 -APA RATED PLYwODSHEATHING � T.O. Sub Floor ER RL+y r .r' �- IrL it 1 - l '; NEW ROOF RAFTERS > (n W U_ 5 / CLOSED CELL SPRAY FOAM INSULATION R49 I I __,I i j 1_.I_ �--,E I t: „ �w\ .(1. K� j� r 1 \ \ r �� 1.1 1,I -CLOSED CELL SPRAY FOAM INSULATION R49 - 9 -3 7/8 5 8 GYPSUM WALL BOARD PAINTED L. L FIRE PIT r \ T O > t L� � 5 8"GYPSUM WALL BOARD PAINTEDLl � CIA rIi 1 T.O. Great Rm. Plate ' 11 T J [ �r h --------- ----------�--�--T- ---- _ � .�_ -�r' - rI\- �! J [ :. _ [ rid 1 •1' ''- "� \i!JI- F_` r 1� i 7 1. - L. LL '� I I_ �1- 1 - i I, _ ,I I�ry� \ i�rL 1.,1� \.. L 1'� �i,l 9 -1 1/8 r 1 SKYLIGHT " - -1i 1'j T n - _ 1 NEWJOISTS l _1. 1 \I. 1 - _ I- T.O. Plate '9j 24802 i I_ l 1l \ Tff! 1 \' i I1 i�l � — - - -I— t _ _ _ 1-j-�1 . . - - - - - - - - - - - - - - o \1 i L I 4 H- s , rI - T - �\?\ \1 — — 8'-1 1/8r F N I— !_ ILp\� ,Cj1.1 71 `ITT �\ I r1 1 1 E� ' I l I I , I �.1- i„- [,I-�. L ill\ I_ w ur I,r ts I I L [ I �� I I _ o (REF.PROJECT NOTES&STRUCTURAL DRA I GS) ri__ 4 I __� 11;i 1' -AYC SHINGLE OVER UNDERLA`�f�IENT is _ UL LISTEI VENTED 1 I _�-I �l LIL -INSULATED R SHEATHING IR6.6 11Ll 1 _i it CABANA KITCHEN GREAT ROOM t -i GAS FI PLACE [.(.. 1. -:1 y T LL ---- -----� _: PER N, R1004 ` Y -t', `- I' 00 m r -_- _: Drawing Legend: -EXISTING OR NEW 2X6 WOOD$1,UD I I 1 L' i g g -BATT INSULATIgNI R19 �•IILL -5 8"GYPSUM WALLBOARD PA NTED 11 L1_I_, i 1L\lt \ .I_1) :_ STON IH ARTH Wall To Be Removed TYPICAL 1st FLOOR AT NEW CONSTRUCTION' T I I I I F•P• „i u_ (REF.PROJECT NOTES&STRUCTURAL DRAWINGS) I 1.11 ,!J_� JJ i 111 II ' I I i PER N ISIR1004 i. �:. 1i 1 i ] fl y Wall To Remain I _1, -� i' rl �� _ _ _ _ I F 11 _ 1 j 1{ rt . Sub Floor New Wall �' I I 1 T O --3 4-APA-RATM SUffrLOOR" II r — — — — — — — — — 3/4' WOOD FLOORING OR MUDSET TILE � - - - _ -_ — � — — — L 1 L I EXIST.JOISTS 11 New Foundation Wall II — FLOOR JOISTS_jSEE PLAN FOR SIZE) — — — �=1 9 ' ~'T{ y :a_.� _. -v_..,... . ` — I - --- EW D CK'_ — _ 3 ` _ DATUM (0 -0 ) - ---MINERALWO0L-4NSUtATiON-Ri9- — — — — — — — — — — — — — -EXIST-(3)27C10`GTRDER — — — — — — = - — — — — — - — — — — — — — — — — - — Lines Above I I I I B.O. Floor Joists -------- II ___ __-_-_________________ _______________ ________________ r -10° ------------ Lines Below NEW P.C.FOUND. I _F_P.EXHAUST FLUE i - _� _I _' T.O. Foundation — — — --- Guidelines ALL&SLAB --- ------------------- ---------------- - ---------------- ------- TRii1I I I- 1 - -= I Fence MICA(REF.PROJECT NOTES&STRUCTURAL DRAWINGS) _ \ I = _ \ - I I BASEMENT I I Lr �_ ��r_ �I - Q L BASEMENT WALL AT INEW CONS STUCCO FINISH(ABOVE GRADE),COLOR T.B.S. Door Tag -BITUMINOUS WATERPROOF LAYER -POURED CONCRETE FOUNDATION W L -- -- IIII I_I ." I I I < - - r ' — -^ 1 �, - - • 1 - - # _ T.O. Slab VIF 101 Window Tag I , -;: ]]\ 111 - _ II (III—IIII-'—IIII—IIII —IIIIIIIIIlli III -IIII III —IIII ---II ----II II --II =- IIII----I I] `-�j -"-� -7'-8°III—IIII III I I I � .III III I I - — _. .:. �1!_—._ _ -� IIII III I I I� axxx --t Section X, L FLOOR CONSTRUCTION: ------ --.. .- ------- I ----.-- I __.-..IIII- == = 1 I + -- � --- --- --- I _ I � Sheet A-XXX TYPICAL NEW CRAW (�- - (REF.PROJECT NOTES&STRUCTURAL DRAWINGS) - -2'POURED CONCRETE SLAB --- _ _ -_ - - - --- ---II II -10 MIL POLY VAPOR RETARDER Detail Tag -- I - -- _ I I IIII IIII IIII—IIII IIII III IIII—IIII IIII _ _ -- _ n-. -8"MIN.CRUSHED STONE DRAINAGE LAYER -IIII IIII--IIII—IIII IIII IIII—IIII IIII—IIII- -IIII- _III- -IIII III III IIII IIII IIII- -IIII- -IIII- -IIII IIII _IIII- IIII -IIII--IIII—IIII- -IIII—IIII IIII—IIII IIII IIIIIIIIIIII-- `� l� SET ON UNDISTURBED EXISTING SUBGRADE Elevation Tag BuildingSection x Scale: 1/4" = 1'-0'� x Axxx x Interior Elevation Tag x STRUCTURAL RIDGE - - - - - - - - - - - - TO. Ridge 24'-11 1/2" f - — — — — — — SEE STRUCTURAL l-- """' l.x '�`� TYPICAL NEW CABLE ROOF CONSTRUCTION 1-_ w- � .._ (REF.PROJECT NOTES&STRUCTURAL DRAWINGS) \? --"..•VJ ROp RAFTER '~ STANDING SEAM METAL ROOFING ON T1 „ _ _ `tNE _ ._, S M E R Y L K R A M E R HIGH-TEMPERATURE SYNTHETIC UNDERLAYMENT --- - -_ a r c h i t e c t REF.PROJECT NOTES 11 -GRACE ICE&WATER SHIELD �' T ~"' r- - APA RATED(PLYWOOD SHEATHING -ROOF RAFTERS ~. NEW RP�ER RACERS., w CLOSED CELL SPRAY FOAM INSULATION R49 __ _ __. :_ __ _. _ _ a 12 - - r.- - - 12 late at Sitting260 H O R T O N S LANE I _ POST OFFICE I 11 _.�--"�•� - _ "•-�._._ BOX 1600 T.O. Plate S O U T H O L D, N Y 1 1 9 7 1 NEW CEILING JOISTS ,;- INEW CEILING JOISTS ,. — — — — — — — — w. - — — - — — — — — — — — — — _ I - - NEW PACKED-DOWN FIN.CEILING 17' S° 6 3 I 4 7 7 - 8 7 3 6 \[�l jF 0 _ g w co m k a r c h i t e c t c o m ? CODE COMPLIANT OD BEDROOM 3 HALL SITTING ROOM GUARDRAIL T HALL BEDROOM 4 -' O L' L. AS PER NYSRC Z 00 � of F= 1 R312 LL '_ °' 00 T.O. Sub Floor i, m ' TYPICAL 2nd FLOOR AT EXIST,CONSTRUCTION: y \ / I \ / O > 9 -3 7/8 Lit I- (REF.PROJECT NOTES&STRUCTURAL DRAWINGS) P.C. Civil Engineer: II II I � Barrett,Bonacci&Van Weele P C NEW 3/4"WOOD FLOORING OR MUDSET TILE i - --------- T'�' m' e 175A Commerce Dr.,Hauppauge,NY,11788 - NEW BEAM, p Great R Plat EXIST.TO REMAIN"SUB FLOOR' SEE STRUCTURAL I Phone:(631)-435-1111 �EIOISTS(SEE PLAN SIZE) 11\1 r DRAWINGS EXIST.TO REMAIN FLOOR JOISTS(SEE PLAN FOR SIZE) _ - - - _-- - - - - - - - - - - - 8' GYPSUNrWAECBOAAD c — — — — — — — — — — — — — — — — —\ i EXIST.JOISTS it EXIST.JOISTS \i !j T.O. Plate Structural Engineer: - — — — — — — -- - — — — — — — — — — — — — — — — — — Evan Akselrad Engineer 8'-1 1/8° 860 United Nations Plaza,New York,NY,10017 w Phone:(917)-689-0301 1L PER \ T HANDRAIL @STAIR \ NYSRC R311,TYP. / \ i1 00 J BATH 1 W.C.. NICHE \HALL\\ HALL I POWDER BATH 2 BEDROOM 2. ,.,- \; QUIETROCK AT CEILING AND �\ \I QUIETROCK AT CEILING AND 00 m ■ u_ 1 1 : INTERIOR WALL I\ \ \ �� \ INTERIOR WALL Scott Residence TYPICAL 1st FLOOR AT IXIST.CONSTRUCTION: 1 ] I \\\ OUTDOOR FIEF.PROJECT NOTES&STRUCTURAL DRAWINGS SHOWER O c ) \ 495 N. Parish Dr. BEYOND NEW 3/4"WOOD FLOORING OR MUDSET TILE \ ,� -EXIST."SUB FLOOR"TO REMAIN WHERE POSSIBLE \ > Southold NY 11971 EXIST.FLOOR JOISTS TO REMAIN WHERE POSSIBLE = 11�1— — — -(SEE-PLAN-MR StZF4 — — — \ _ - ------- ---- ---- - \ .. --- - - -- -- -- — — — — — — — — — — — — — T.O. Sub Floor NEW MINERAL WOOL INSULATION R19 EXIST.JOISTS DATUM (O'-O"� - - —\ ' rE�clsT ( rx�oGIRIIER- - - - - - - - - - - - - SCTM# (1000-71-1-5) B.O. Floor Joists - - - - - - - - - - - - - - - - - - - -- - - - - - - - -ExrsT.(372x1�oIRnER- - - - - - - - - - - - - - - - i I I � NEW BILCO DOOR NEW HEADER Grade at Bilco Door = — — — ; T.O. Foundation EXIST.3"DIY.LALLY COLUMN-" NEW COLUMN i NEW COLUMN BEYOND, -- +7.25'max. , NEW STEPS: , BEYOND,SEE , SEE STRUCTURAL 8.25"MAX. 'I , STRUCTURAL , DRAWINGS NEW P.C.FOUND. -_ RISER,10, DRAWINGS BASEMENT _ Building Section MIN.TREAD WALL&SLAB II i I r AT BILCO AREAWAY SCALE:As Noted — T.O. Slab VIF ]]�] IIII II, _ _ — I A-300 2 Building Section Scale: 1/4" = V-0" © 2020 Meryl Kramer Architect All Rights Reserved NEW ROOF Issue Date: Set: FRAMING 8/30/22 Permit Set - - - - - - - - - - - - - - T.O. Ridge _ - - - - — ___ - - - - - - - - - - - - - ��71"' ii " - - - - - - - - - - - - - - - _ U . ,,E� N R FR FTE 24 -111/2 l ° NEW 2X6 HVAC UNIT FRAMING - " T.O. Plate at Sitting Rm, COLLAR 19'-5° PACK DOWN NEW CEILING TIES a T.O. Plate uj TYPICAL NEW SCREEN(PORCH ROOF CONSTRUCTION: ~ (REF.PROJECT NOTES&STRUCTURAL DRAWINGS) 00 GRAVEL BALLAST;REF.PROJECT NOTES00 BUNK ROOM a W EPDM RUBBER ROOFING MEMBRANE;REF.PROJECT NOTES \ - — ——_ O - g F NDERLAYMENT REF.PROJECT NOTES `EXIST.2X6 ~ 00 O WATERPROOF U FRAMING O -} RED AR APA RATED PLYWOD SHEATHING(SEE STRUCTURAL DRAWINGS SITTING U_ C,S, � TO REMAIN "I 5 NEW ROOF RAFTERS,(SEE STRUCTURAL DRAWINGS) ROOM O m T.O. Sub Floor CEDAR T&G BOARDS CEILING;REF.PROJECT NOTES -___--= - --- - REF. �IIIIIIIIiiIIi I- II-'-♦�I-QI" -II�I - -! _I - IIi — T .O— 8I F" ROOF co 9'-3 7/8" o >TERRACE NEW ROOF INFILL EXIST. T.O. Great Rm Plate FRAMING STAIR OPENING ll AT SCREEN PORCH �a ---O------ ---.N.--------., --_---ja 2+ 48�0 2 ANEW JOISTS EXIST JOISTS' NIOJOISTSOISTS ET.O.OPlate EXIST.18 X 6 GIRDER 8'-1 1/8" NEW GIRDE R, NEW STEEL NEW FLUSH BOVE UNCONDITIONED GARAGE: GIRDER,SEE NEW STAIR— GIRDER,SEE R PR OCT NOTES&STRUCTURAL DRAWINGS) SEE STRUCTURAL STRUCTURAL STRUCTURAL\ NEW 3/4"WOOD FLOORING 00 O EXIST.SUB FLOOR TO REMAIN WHERE POSSIBLE EXIST.FLOOR JOISTS TO REMAIN WHERE POSSIBLEM EXIST.3"DIA.LALLY COLUMN EXIST.3"DIA.LALLY COLUMN NEW OPEN CELL SPRAY FOAM INSULATION R190 GREAT LAUNDRY ENTRY HALL SCREEN NEW TYPE"X SHEETROCK AT GARAGE CEILING(PAINTED)PORCH 00 ROOM ROOM Drawing Legend: S00 M t GARAGE EE A501 > Wall T o B e R� e� m't o ved FOR SCREEN P Wall To Remain TYPICAL FLOOR AT SCREEN PORCH LL New Wall PROJECT NOTES&STRUCTURAL DRAWINGS) NEW WOOD Sub Ioor A-li ORCH DETAILS New Foundation Wall DECKIN DATUM (0' 0")-P.TDECK GISTS EXIST. NEWJOISTS -——————- Lines Above_ — I . S INSECT SCREEN AT UNDERSIDE-JOISTS _J _ — isS NEW CRAWL B.O. Floor Jot Lines BelowSPACE = 10"--EXIST_P1ERS 'TO BEREMOVED _ EXIST.(3)2 X 10 GuidelinesEXIST.GARAGE NEW GIRDER,SEE STRUCTURAL GIRDER T.O. FOUndatlOn UNDATION Fence(ASSUMED) SEWPERS+FOOTINGS; TYPICAL NEW PORCH Pi EE STRUCUTRAL BASEMENT DO 'R PROJECT NOTES&STRUCTURAL DRAWINGS) ONP.C.FOUNDATI EXIST.P.C. NEW -P.C.PIER AND FOOTING -STUCCO FINISH(ABOVE GRADE) : NEW FOOTING BEYOND; AYC DECK SKIRTIGSPACING T.B.D. SEE STRUCTURA SLAB Window TagL NEW GRADE BEAM BEYOND SEE STRUCTURAL - ! I - �II I I --I I ----I i ---I �- II- —II — - - - - " AXxX X Section C.;t,I On X,i- Sheet A-XX X - Detail Tag Elevation Tag Building Section X Scale: 1/4" = 1 -0" x O X Interior Elevati on Tag x TYPICAL EXIST.GARAGE ROOF CONSTRUCTION: R PROJECT NOTES&STRUCTURAL DRAWINGS) NEW STANDING SEAM METAL ROOFING ON NEW FLAT ROOF CONSTRUCTION: HIGH-TEMPERATURE SYNTHETIC UNDERLAYMENT,R PROJECT NOTES&STRUCTURAL DRAWINGS) -GRAVEL BALLAST STONE REF PROJECT NOTES RACE ICE&WATER SHIELD(NO BALLAST AT 2ND FL.BRIDGE ROOF) -G -EPDM RUBBER ROOFING MEMBRANE -EXIST.SHEATHING TO REMAIN WHERE POSSIBLE M E R Y L K R A M E R WATERPROOF E -EXIST. ROOF RAFTERS TO REMAIN a r c h i t e c t APA RATED PLYWOD SHEATHING R EXIST.GIRDER w/CLOSED CELL SPRAY FOAM INSULATION R49 -NEW ROOF RAFTERS NEW 5 8 GYPSUM WALLBOARD(PAINTED)CLOSED CELL SPRAY FOAM INSULATION R49 5 8"GYPSUM WALL BOARD(PAINTED) POW IF T.O. Plate EXIST.COLLAR TIES NEW JOISTS T.O. Plate 260 HORTONS LANE 17' "IT-5NEWJOIS 5" POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971¢ EXIST.GIRDER 6 3 1 4 7 7 B 7 3 600 _ : LA: co -_ - ~ / /— �/\ � EXIST.GIRDER ao HALL m k a r c In i t e c t c o m BUNK ROOM BUNK BATHJ > 6 T.O. Sub Floor T. . Sub Floor ROOF 9 9 -3 7/8 - -_-I I --II�! „-z.;;.-.�.6iI•.,..�II•.�m...-��•.._..-y_II._.I�-I..-I:_: .. rI, I'I� '_•_--C II� --- _ -!--'--_--- ------—I " - I — I ! I I � - - -2ND- F—LOOR--A B-O V—EI I U�I N- C—OND—I TIO N E—D GAR—AGE: — - 31 71// 88 SCivil Engineer Er Barrett,Bonacci&ng Van n eW eeerl:e ,P.C. IST. 175A Commerce Dr.,Hauppauge,NY,1 17 88EXJOISTS T.O.. Plate TO. Plate I Phone:(631)435-1111 8 1 1/8 8 NEW FLUSH HEADE E PROJECT NOTES&STRUCTURAL DRAWINGS) off Evan Akselrad Engineer NEW 3/4 WOOD FLOORINGGIRDEREXIST.6 X 18 860 United Nations Plaza,New York,NY,100 1 7 00 O EXIST.SUB FLOOR TO REMAIN Phone:(917)-689-0301 EXIST.FLOOR JOISTS TO REMAIN � NEW OPEN CELL SPRAY FOAM INSULATION R19ENTRY HALL op M EXIST.3"DIA.LALLY COL. NEW TYPE"X"SHEETROCK AT GARAGE CEILING(PAINTED) TYPICAL 1st FLOOR AT NEW CONSTRUCTION: LL O(REF.PROJECT NOTES&STRUCTURAL DRAWINGS) 3/4"WOOD FLOORING OR MUDSET TILE NEW STONE STEPS GARAGE LL APA RATED"SUB FLOOR"/ FLOOR JOISTS(SEE PLAN FOR SIZE) MINERAL WOOL INSULATION R19 Scott Residence TO Sub Floor T.O. SubFloor DATUM ( DATUM ( ) 495 N. Parish Dr.NWJOlssr .Southold NY 11971 B.O. Floor Joists B.O. Floor Joists NEW P.C.FOUNDATION AND SLAB NEW SCTM# (1000 71-1- ----II- I -I I--.---, --I - I- III ---II _.I I I II I--------II - ----I II I - ---II�--I--I „--- --- - - -7 8 5)oundation ionI CRAWL T.O. FoundatT.O. F - ----- 7O. Slab VlFT.O. Slab— Building nnSection -7 -8 ' SCALE:As Noted BuildingSection at Ent BuildingSection at Garage 2Scale: 114" = 1 -0" 3Scale: 1/4" = 1'-0" A-301 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/30/22 Permit Set - NE ROOFRAFTERSi �j � Ridge 24'-11 1/2" iATTI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ - - - - - - - - - - - - - - - - - - - -TO. Plate at Sitting Rm. 19'-5° T.O. Plate z7\ i L 0 '(, A RC K L BEDROOM I 5 � I I � - , - - T.O. Sub Floor - F I � H n f „ 1E --_-_—I_- I—II ---IIi- ----I.I''- - - ---- I- --- II- -- -- -- --. -- .-- .--------------- -- —T.O. Great R9m_. P71 11 l a-/8 1 t e C11x ' - �- � —- 0.F OIL a N EXISJOISTS EXIST.JOISTS VIF TO. PI to VIF EXIST. 8 GIRDER CREEN PORCH BEDROOM 1 w Drawin Legend: Wall T o B ` e� O R4 e m ov e d Wall To Remain F_ New Wall b 100TO. Fin. Deck-- ---- New Foundation Wall EXIST-JOISTS. EXIST.JOISTSNEwDC . DATUM (0 -Q Lines Above 1/4" B.O. Floo Joist Lines Below EXIST.(3)2 X 10 -1Q11 Guidelines GIRDER oundatlOn Fence i ,CRAWL BASEMENT DoorTag _ EXIST PC SLAB Window Tag TO. Slab VIF t Section X Sheet A XXX I I Detail Tab Elevation Tag x 2Building Section xO x Interior Elevation Tag Scale: 1/4" = 10 x M E R Y L K RA M ER a r c h it e c t 260 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m Civil E ineer Barrett,Bonacci&Van Weele,P.C. 175A Commerce Dr.,Hauppauge,NY,1178 8 Phone:(631)-435-1111 Structural Engineer: Evan Akselrad Engineer 860 United Nations Plaza,New York,NY,100 1 7 Phone:(917)-689-0301 Scoff Residence 495 N. Parish Dr. Southold NY 11971 SCTM# (1000-71-1-5) Building Section SCALE:As Noted A-302 s, © 2020 Meryl Kramer Architect All Rights Reserved REVISION - - PSL 3-1/2" x 11-7/8" PRESSURE TREATED NEW CONCRETE PEER 12" x 12" AND FOOTING (4) 3' X 2' x 12' STRUCTURAL NOTES THICK. REINFORCE WITH (5)#6 GENERAL NEW 6x6 PT POST ON EACH WAY. TYP (4) 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND 8" DIA. SONOTUBE PIER W/(1) #6 MECHANICAL DRAWINGS AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, VERTICAL BAR ON 24"x24"x12" INCLUDING THE FOLLOWING GOVERNING STANDARDS: CONCRETE FOOTING REINFORCE 2x12 ACQ JOISTS @ 16"oc A. THE N.Y.C. BUILDING CODE AND REGULATIONS OF ALL OTHER AGENCIES N1Tli 3#6 BARS EACH WAY HAVING JURISDICTION. I B. A.I.S.C. MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS TYPICAL DESIGN. v RE-FRAME WOOD JOISTS AS NEW 6x6 PT POST ON C. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" REQUIRED SO THAT NEW 4x4 I 8 DIA. SONOTUBE PIER W/(1) #fi f 1= (ACI318) - F D. AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL I STEEL POST AND 1/2" BASE VERTICAL BAR ON 24'x24"x12" STRUCTURAL MEMBERS. PLATE IS SUPPORTED ( CONCRETE FOOTING REINFORCE E. THE TIMBER CONSTRUCTION MANUAL, 3RD EDITION, AMERICAN DIRECTLY ON FOUNDATION WALL. WITH 3#6 BARS EACH WAY GENERAL NOTE INSTITUTE OF TIMBER CONSTRUCTION. I PROVIDE (2) 1/2' DIA. WEDGE ( TYPICAL F. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 EDITION. ANCHORS AT EACH POST. ALL DRAWINGS, SPECIFICATIONS, 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT " FU - - PLANS, IDEAS, CALCULATIONS, DETAILS, CONDITIONS REQUIRE. SHORING OR BRACING SHOULD BE PROVIDED TO SUPPORT I (2x8 PT @16 oc •�" ARRANGEMENTS AND DESIGNS LOADS AS MAY BE IMPOSED ON THE STRUCTURE OR ADJACENT STRUCTURES DURING CONSTRUCTION. ALL BRACING OR SHORING SHALL BE THE SOLE REPRESENTED OR REFERRED TO IN RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE AS LONG AS ILJ - LJI THIS DRAWING ARE THE PROPERTY OF REQUIRED TO MAINTAIN SAFETY. PATCH AND REPAIR EXISTING CONDITIONS & OWNED BY EVAN AKSELRAD - DAMAGED DURING THE COURSE OF CONSTRUCTION. I 3. THE CONTRACTOR SHALL SUBMIT A LIST OF CONSTRUCTION SEQUENCING WITH ARCHITECT-ENGINEER. WHETHER THE ALL RELEVANT SHORING AND/OR BRACING REQUIREMENTS TO THE CONTROLLED PROJECT FOR WHICH THEY ARE MADE INSPECTION ENGINEER OF RECORD TO REVIEW PRIOR TO ANY STRUCTURAL I DEMOLITION. `O IS EXECUTED OR NOT. THEY WERE 4. ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND ALTERATION OPERATIONS TO BE DONE IN ACCORDANCE WITH THE NYC BUILDING CODE FOR v CREATED, EVOLVED, DEVELOPED AND THE "SAFETY OF PUBLIC AND PROPERTY DURING CONSTRUCTION OPERATIONS" PRODUCED FOR THE SOLE USE ON AND AND WORKER SAFETY GUIDELINES "SAFETY IN BUILDING OPERATIONS". _ - LJ - - IN CONNECTION WITH THIS PROJECT 5. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED IN VARIOUS AND NONE OF THE ABOVE MAY BE DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER OR - ARCHITECT AND LIMITED FIELD OBSERVATIONS AND MEASUREMENTS. THE DISCLOSED OR GIVEN TO OR USED BY CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING ANY PERSON, FIRM OR CORPORATION CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE. ALL FOR ANY USE OR PURPOSE DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR HIS EXISTING CRAWL SPACE WHATSOEVER INCLUDING ANY OTHER EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS FABRICATED OR PUT IN PROJECT, EXCEPT UPON WRITTEN PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE (2x8@16"oc COORDINATION OF THE ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, NEW FOUNDATION NL NEW FOOTING I NEW FOOTING NEW FOUNDATION PERMISSION AND DIRECTION OF EVAN PLUMBING, AND FIRE PROTECTION DRAWINGS. AKSELRAD - ARCHITECT-ENGINEER LEDGER BEAM AT 4' x 3' x 1' THICK \I 4'-8" x 3' x 1' THICK STRUCTURAL STEEL FDN WALL ATTACH W/ REINFORCE WITH #6 BARS V REINFORCE WITH #6 BARS 1. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO AISC 3/4-DIA WEDGE ANCH @ 2'-0"oc 5 SHORT BARS 4 LONG BARS 6 SHORT BARS 4 LONG BARS NEW CRAWL MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN. - - - - SPACE 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM FF� ISSUE SPECIFICATIONS: ASTM A572 GRADE 50 AS NOTED,STRUCTURAL STEEL FOR TUBES SHALL BE ASTM A500 GRADE B. _ 3. SIMPLE SHEAR BOLTED CONNECTIONS OF BEAMS OR GIRDERS ARE TO BE A325-N HIGH STRENGTH BOLTS (3/4" DIA. MIN.) IN BEARING TYPE n CONNECTIONS WITH THE THREADS INCLUDED IN THE SHEAR PLANE, UNLESS NEW BILCO DOOR NEW FLUSH FRAMED I\ 1 3.14.22 FOR BID OTHERWISE NOTED, INSTALLED IN ACCORDANCE WITH THE 'SPECIFICATION FOR HATCHWAY PSL HEADER STEEL POST/WOOD GIRDER STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". ANCHOR BOLTS SHALL INTERFERENCE TO BE BE OF A36 OR A307 STEEL. REVIEWED IN FIELD 2 4.20.22 BID CLARIFICATION 4. STEEL CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS " DESIGNED TO RESIST ONE HALF (1/2) OF THE TABULATED UNIFORM LOAD v CAPACITY OF THE BEAM FOR THE RESPECTIVE SPAN. THE MINIMUM NUMBER OF 3 4.21.22 BID CLARIFICATION BOLTS PER CONNECTION SHALL BE TWO (2). - - WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS "CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION". WELDING ELECTRODES SHALL CONFORM TO LATEST AWS SPECIFICATION FOR E70XX 4 8.15.22 FOR PERMIT FOR NEW STEEL. USE E70XX LOW HYDROGEN FOR WELDS TO EXISTING STEEL. NEW CRAWL SPACE 5. MINIMUM FILLET WELD SIZES SHALL NOT BE LESS THAN 'A'. HATCH LOCATON TBD 6. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS: MASONRY OPENING LINTEL 4'-0" OR LESS L4' x 3-1/2" x 5/16" n 4'-1" TO 7'-0" L5' x 3-1/2" x 5/16' I\ PLACF.3-1/2' LEGS ARE HORIZONTAL. PLACG.PROVIDE ONE ANGLE FOR EACH 4' OF WALL THICKNESS. PLACH. PROVIDE L5' x 5" x 5/16"" ANGLES FOR 6" THICK WALLS AND PARTITIONS. V PLACI.PROVIDE MINIMUM 6" BEARING AT EACH END. PLACJ.LINTELS OVER 4'-0" SHALL BE FIREPROOFED. PLACK.ANGLE LINTELS FOR MASONRY OPENINGS GREATER THAN 5'-0' SHALL BE BOLTED TOGETHER AT ENDS AND AT MID SPAN UNLESS OTHERWISE NOTED. El 1. CUTS, HOLES, COPES, ETC., REQUIRED FOR THE WORK OF OTHER TRADES -- SHALL BE SHOWN ON SHOP DRAWINGS AND MADE IN THE SHOP. ALL NEW CRAWL SPACE NEW FOUNDATION NEW HOLES TO NEW OR EXISTING STEEL ARE TO BE DRILLED. PROVIDE MINIMUM 18' HEADROOM WALL 2. SHOP PAINT ALL STEEL AFTER FABRICATION WITH ONE COAT OF A RUST NEW GRADE BEAMS INHIBITING PRIMER THAT IS COMPATIBLE WITH THE TOP COAT. FIELD PAINT AS PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. CONSULT ARCHITECT ATTACH TO EXISTING FDN. WALLS ABOUT FIRE PROOFING PAINT. W/#6 BARS DRILLED AND GROUTED 3. ALL DUNNAGE STEEL, LINTEL STEEL AND EXTERIOR STEEL TO RECEIVE A SHOP 2x10 @ 16"oc MIN. EMBED MIN. 8". PROVIDE (6) COAT OF PRIMER AND TOP COAT AND TOUCHED UP IN THE FIELD AS REQUIRED BARS AT EACH END OF GRADE BEAM AFTER ERECTION. 4. PAINT ON PORTIONS OF MEMBERS TO BE EMBEDDED IN CONCRETE OR MORTAR TO BE FULLY CURED PRIOR TO EMBEDMENT OF MEMBER. 5. WHERE DIMENSIONS ARE NOT INDICATED, BEAMS SHALL BE EQUALLY SPACED.6. FABRICATE ALL BEAMS WITH NATURAL CAMBER UP. ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. 7. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" X 11-1/4" WOOD ENGINEER FOR REVIEW AND APPROVAL AFTER CONTRACTOR REVIEW. NO PLATES BOLTED TO STEEL TOP AND BOTT. FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 6 TS DOWN HSS 4X4X0" TYPICAL STEEL COLUMN U.O.N. FRAMING LUMBER ❑ WP DOWN 3-1/2" X 3-1/2" LSL 1.3E INTERIOR WALLS 1. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND WP DOWN 3-1/2' X 5-1/2' LSL 1.3E INTERIOR WALLS SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A WP DOWN 5-1/2 X 5-1/2 LSL 1.3E EXTERIOR WALLS EVAN AKSELRAD RECOGNIZED GRADING AGENCY AND SHALL BE SURFACED DRY. ® WP UP & DOWN DIMENSION LUMBER WP UP ARCHITECT / ENGINEER FLOOR JOISTS: DOUGLAS FIR-LARCH N0. 1 Fb= 1000 PSI, E=1,700,000 PSI. STUDS: DOUGLAS FIR - LARCH STUD GRADE Fc=825 PSI, E=1,400,000 PSI. TIMBER POSTS: a STUD BEARING WALL DOWN 860 United Nations Plaza DOUGLAS FIR-LARCH NO. 1 Fc=1000 PSI, E= 1,600,000 PSI. New York, NY 10017 MANUFACTURED WOOD PRODUCTS ❑ WP RESOLVED AT HEADER PARALLEL LAMINATED BEAMS: SUCH AS MICROLLAM BEAMS MANUFACTURED BY 917.689.0301 (t) THE TRUSS JOIST CORPORATION. Fb=2800 PSI, E=2,000,000 PSI. JOIST SPAN DIRECTION RAFTER SPAN DIRECTION eakselrad@live.com PLYWOOD WEB JOISTS: SUCH AS TJI AS MANUFACTURED BY THE TRUSS JOIST CORPORATION. 1. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL LIMITS LIMITS DESIGN SPECIFICATION, AND THE TIMBER CONSTRUCTION MANUAL. Scott Residence 2. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLAM, GLULAM, OR STEEL., 495 N. Parish Drive SET THESE GIRDERS 1/4" CLEAR BELOW THE TOP OF FRAMING LUMBER TO �---F- HEADER (1) 1-3/4' X 11-7/8' LSL 1.55E MINIMUM. TYP. (JON) Southold, NY 11971 ALLOW FOR SHRINKAGE. TIMBER CONNECTORS TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK 1. JOIST HANGERS AND FRAMING ANCHORS SHALL BE A MINIMUM OF 18 GAUGE TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT 10 tOd R=1.OK GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON. SPECIAL NAILS ( )- AS SUPPLIED BY THE MANUFACTURER SHALL BE USED FOR REQUIRED NAILING, TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS DIRECTI � First Floor Framing Shown on Foundation Plan SEAL&SIGNATURE DATE: M y 12, 2021 PROJE T NO.: 21012 �Q• DRAW NG BY: i t CHE BY: A S0001 01 FIRST FLOOR FRAMING SHOWN ON FOUNDATION PLAN '` , OF # i REVISION T.O. FDN. WALL PL 1/2"00"x16" ON 1-1/2" NON SHRINK GROUT TO "BRIDGE" OVER WOOD GIRDER WOOD SUPPORT GIRDER PSL 3-1/2" x 11-7/8" 4.2K 8.4K 8.4K 4.2K—jj I I I I ° ° ° I GENERAL NOTE: AV 11-7/8" TJI 230 0 16"oc I ALL DRAWINGS, SPECIFICATIONS, PL 1/2"x8N18" WELDED TO BASE PL ( PLANS, IDEAS, CALCULATIONS, DETAILS, AND ATTACHED TO CONCRETE WITH ARRANGEMENTS AND DESIGNS (3) 1/2" DIA. WEDGE ANCHORS. REPRESENTED OR REFERRED TO IN ELEVATIONS THIS DRAWING ARE THE PROPERTY OF bf=6- /2" & OWNED BY EVAN AKSELRAD - bf=6-1/2° ARCHITECT-ENGINEER. WHETHER THE 71 PROJECT FOR WHICH THEY ARE MADE 8.4K 21.3K 21.3K 8.4K-1IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY PLAN LVL 1 3/4"x7-1/4" ANY PERSON, FIRM OR CORPORATION SUPPORT ® 16 oc (TYP) FOR ANY USE OR PURPOSE POST AT WOOD GIRDER2 � WHATSOEVER INCLUDING ANY OTHER a a a 41 CENTERLINE a a a �° °,° - OF FIREPIT ;° °° ;° °° PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN co a� a� co 'oo AKS�ELRAD -ARCHITECT-ENGINEER 0 X X X X X X X X LJ 3 3 3 3 3 3 3 � STEEL POST AT WOOD GIRDER a ISSUE = z X 1 3.14.22 FOR BID M 7.4K 17.5K 17.5K + + + -I- W14 x 43 d 13-5 8" bf=8" 2 4.20.22 BID CLARIFICATION J SECTION @ CANTILEVER 14.1K 13.9K 7.4K 3 4.21.22 BID CLARIFICATION G 1/2" DIA. BOLT 4 8.15.22 FOR PERMIT 2x4 BUILT UP COLUMN EXISTING CEILING JOISTS FOR 4x40HEADEROD SUPPORT TO REMAIN VIF I\ I\ a a 1` 00 \� EXISTING JOISTS X X \I EXISTING JOISTS V TO REMAIN VIF �, 4\-11-7/8" TJI 230 ® 16"oc N V TO REMAIN VIF M M 00Cn J J n d d STEEL CONNECTON AT CANTILEVER ` o LVL 1-3 4" x 11-7 a" X M I STEEL BEAM/WOOD CONNECTION ALL BOLTS OR THREADED ROD TO BE 1/2" DIA. PROVIDE � 6.2K 5.2K 1-1/2" EDGE DISTANCE. SPACING TO NOT EXCEED 24". a PSL 5-1/4" x 11-7/8" 8.9K I 6.2K sccnoN o CMIILM HSS 3-1/2" x 3-1/2" x 1/4" X LSL 1.55E 1-3/4" x 9-1/4" ® 12" oc I COORDINATE ROOF c" M CUT TO 1-3/4" x 5-3/4" ® CANTILEVERS. DRAINAGE WITH I � SISTER 1-3/4" x 5-1/2" x 12' LONG LSL I STRUCTURE J TO EA. CANTILEVER. ADJUST JOISTS FOR RECESSED LIGHTS. HSS 3-1/2" x 3-1/2" x 1/4" �— ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. SUPPORTED ON BUILT UP 2x4 EVAN A K S E L R A D ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" THICK WOOD PLATES I ASSEMBLY FASTENED BOLTED TO STEEL AS REQUIRED WITH 1/2" DIA. BOLTS. W/1/2" DIA. BOLT ARCHITECT / ENGINEER WOOD TO STEEL C O N N E CTO N 6 TS DOWN HSS 4X4Xj" TYPICAL STEEL COLUMN U.O.N. I 7.9K El WP DOWN 3-1/2: X 3-1/2p LSL 1.3E INTERIOR WALLS I 860 United Nations Plaza WP DOWN 3-1/2 X 5-1/2 LSL 1.3E INTERIOR WALLS W WP DOWN 5-1/2" X 5-1/2" LSL 1.3E EXTERIOR WALLS �_ I I New York, NY 10017 2x12 LEDGER BEAM In WP UP & DOWN ATTACH TO CONCRETE ® WP UP ❑ N I 917.689.0301 (t) W/1/2" DIA. WEDGE ANCHOR W I eakseirad@live.com FACE MOUNTED JOIST HANGER PROVIDE BLOCKING STUD BEARING WALL DOWN AS REQ'D. I s z Q❑ WP RESOLVED AT HEADER G — — _ EXISTING JOISTS W Scott Residence Of 495 N. Parish Drive 2x8 MINIMUM IA Southold, NY 11971 JOIST SPAN DIRECTION RAFTER SPAN DIRECTION W m c�I z LIMITS LIMITS U) N ° xlW �--- HEADER (1) 1-3/4" X 11-7/8" LSL 1.55E MINIMUM. TYP. (UON) I Second Floor 7.9K N TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK ( Framing Shown on TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK I First Floor Plan e —0 TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK T� SEAL&SIGNATURE DATE:M 5y 12, 2021 PROJEC NO.: 21012 �{+ DRAWI G BY: Ax ' 7 CHEC BY: A LEDGER BEAD AT GARAGE WALE G. 9 .8.. =. Y 102 LINK AT GARAGE 02 SECOND FLOOR FRAMING SHOWN ON FIRST FLOOR PLAN REVISION Al (2) #4 BARS ° ° ° d ° 41 #3 STIRRUPS 6" O.C. 2'-0" FROM ENDS I d ° cv d (3) #6 BARS ° GENERAL NOTE: Q d ° ° °° ° °d s ° ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF CONCRETE COVER OVER REBAR CLEAR & OWNED BY EVAN AKSELRAD - C TYPICAL AT ALL FOOTINGS AND ARCHITECT-ENGINEER. WHETHER THE V-4" GRADE BEAMS AND CONCRETE IN PROJECT FOR WHICH THEY ARE MADE CONTACT WITH THE EARTH IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND GRADE BEAM PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD - ARCHITECT-ENGINEER TRUSS ASSEMBLY @ EACH END OF THE ROOF PSL 3-1/2"x 11-7/8" RIDGE BEAM 8.9K ISSUE 8.9K TS 44 ON — — Lam' " " PL1/2 x6x10 I - - - - - - - - - .G �_ 1 3.14.22 For Bid _ WITH (2) 1/2" DIA. 3� 1 4— — — — — — — ANCHOR BOLT — d 2 4.20.22 Bid Clarification 3 8.15.22 FOR PERMIT (2) #6 BARS ° 2'-0" LONG \ / d AT TS 44 MID) ALIGN AND TIE \ / L AB TO Ck� #6 BARS I -- ( Cn / \ LSL 1-3/4% 11-1/4"® 12"oc X ( LSL 1-3/4"x 11-1/4"® 12"oc / \ LSL 1-3/4"x 11-1/4"® 12"oc I X LSL 1-3/4% 11-1/4"® 12"oc 4X4 POST Off FDN WALL I / \ NI I END OF THE ROOF aN 1/2!r. E BEAM / \ I I COLUMN (SEE PLAN) =F - - - - - - - - - - - - - - - � ON BASE PLATE _7 8.9K 8.9K 1/2"x8x8 (LION) LSL 1-3/4"x 9-1/4" ON 1-1/2" #4 BARS ® 12" oc HORIZONTAL NON SHRINK GROUT j 18" oc VERITCAL �2x8 ® 2x8 ® 16"oc MIN. 16"oc MIN. 6" CONCRETE SLAB REINFORCE WITH WWF 3/4" DIA. A307 a ANCHOR BOLT d ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" X 11-1/4" WOOD PLATES BOLTED TO STEEL TOP AND BOTr. EVAN AKSELRAD ' ° d d° -�/� ° d ° ° ° ° ° ° d I ° d B TS DOWN HSS 4X4Xj" TYPICAL STEEL COLUMN U.O.N. 1 IF, d -! �, � --<Y WP DOWN 3-1/2' X 3-1/2' LSL 1.3E INTERIOR WALLS ARCHITECT / ENGINEER WP DOWN 3-1%2� X 5-1%2M LSL 1.3E INTERIOR WALLS WP DOWN 5-1/2 X 5-1/2 LSL 1.3E EXTERIOR WALLS 860 United Nations Plaza d °° Li ° ° REBAR EACH WAY I ® WP UP & DOWN d° (3) BARS ° °' EACH WAY ° °°° ° e d a ON) I ® WP LIP New York, NY 10017 d ° o I I I s 917.689.0301 (t) STUD BEARING WALL DOWN 44 ° eakseirad@live.com Q I QQ WP RESOLVED AT HEADER 3" E CLEAR —O a-- m ( � ( Scott Residence 2X4 KEY (TIP) 3" CONCRETE COVER CONCRETE COVER I JOIST SPAN DIRECTION RAFTER SPAN DIRECTION 495 N. Parish Drive OVER REBAR OVER REBAR I EXISTING ROOF EXISTING ROOF FRAMING x I Southold, NY 11971 2'-0" TYPICAL AT ALL L X B TYPICAL AT ALL FRAMING `�' 14 FOOTINGS AND FOOTINGS AND CONCRETE IN CONTACT 1. SEE PLANS FOR FOOTING SIZE CONCRETE IN I I LIMITS LIMITS WITH THE EARTH 2. SEE PLANS FOR BASE PLATE SIZE CONTACT WITH THE EARTH ( I HEADER (1) 1-3/4" X 11-7/8" LSL 1.55E MINIMUM. TYP. (UON) II I TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d R=1.OK Roof Framing TYP STRIP FOOTING 4X4 POST ON FOOTING TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-1 Od R=1.OK TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK Shown on Second _ — — — Floor Plan 3 SEAL&SIGNATURE DATE:M y 12, 2021 PROJE NO.: 21012 A11r. DRAW G BY: CHE BY: A �r WG.NO.: 8 S 103 04 DETAILS 03 ROOF FRAMING SHOWN ON SECOND FLOOR PLAN "« t� OF #