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HomeMy WebLinkAbout44106-Z O�S4FFO[ lp Town of Southold 5/1/2021 G y P.O.Box 1179 C* x 53095 Main Rd T Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41989 Date: 5/1/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4001 Wells Rd,Peconic SCTM#: 473889 Sec/Block/Lot: 86.-1-9.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/15/2019 pursuant to which Building Permit No. 44106 dated 8/28/2019 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: alterations and outdoor shower stall addition to an existing single family dwellingas applied for. The certificate is issued to Johnson Leung Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0039 9/11/2020 ELECTRICAL CERTIFICATE NO. 44106 2/23/2021 PLUMBERS CERTIFICATION DATED 12/29/2020 uke Bu in c Iral A t ed Signature SOW, � TOWN OF SOUTHOLD BUILDING DEPARTMENT ' 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#: 44106 Date: 8/28/2019 Permission is hereby granted to: Johnson Leung Family Trust 181 E 90th St Apt 5D New York, NY 10128 To: make alterations to an existing single family dwelling as applied for. At premises located at: 4001 Wells Rd, Peconic SCTM # 473889 Sec/Block/Lot# 86.-1-9.4 Pursuant to application dated 8/15/2019 and approved by the Building Inspector. To expire on 2/26/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $518.00 CO -ALTERATION TO DWELLING $50.00 Total: $568.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. August 7 , 2019 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 4001 Wells Rd Peconic House No. Street Hamlet Owner or Owners rtY ofProp e Johnson Leung Family Trust Suffolk County Tax Map No 1000, Section 86. Block 1 Lot 9.4 Subdivision I A Filed Map. Lot: Permit No. b Date of Permit. Applicant: Health Dept. Approval: R10-19-0039, June 14, 2019 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicbk Signature - - Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1� Johnson Leung Family Trust residing at 181 E 90th Street (Print property owner's name) (Mailing Address) New York, NY 10128 do hereby authorize Meryl Kramer Architect (Agent) PO Box 1600, Southold, NY 11971 to apply on my behalf to the Southold Building Department. r (Owner's Signature) (Date) ie&/A)Z A (Print Owner's Name) OF SOUry®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � sear.devlinCaD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Johnson Leung Family Trust Address: 4001 Wells Rd city:Peconic st: NY zip: 11958 Building Permit#: 44106 section: 86 Block- 1 Lot: 9.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceiling Fixtures 2 Bath Exhaust 4 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan 2 Pumps Transformer UC Lights 14' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 23 Twist Lock Exit Fixtures Combo SD/CO Id Other Equipment* Fridge, DW, Micro, Hood, Mini Fridge, Insta Hot Notes. ° AS BUILT NO VISUAL DEFECTS " Kitchen Renovation and Second Floor Bedrooms Inspector Signature: - Date: February 23, 2021 S.Devlin-Cert Electrical Compliance Form.xls o�X% "so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G�O • O Southold,NY 11971-0959 1��0UfVTY,�� BUILDING DEPARTMENT - TOWN OF SOUTHOLD l APO 2 3 2021 - CERTIFICATION Date: Building Permit No. } ( O Owner: �r"�CT (Please print) , Plumber: _ (Please pri I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 00 day of � 2000 BARBARA H. TANDY Notary Public, State Of New York �V No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 NotaryPublic, `' 2� 7 �'��L. County. - Of SObly� 1047 # # TOWN OF SOUTHOLD-BUILDING- DEPT. 765-1802 -INSPECTION - _ [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL --[ ,]- FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ -] -FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 1 INSPECTOR pE SOUTyO� # # TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 I .NS-PEC ION [ ] FOUNDATION 1 ST [ UGH PL13G. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION , [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I 'I Aq7 ®� bJ yvvyl lz DATE ►Y INSPECTOR SOUlyolo l (l f TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PL13G. [ ] FOUNDATION 2ND [ "] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ . ] ELECTRICAL (ROUGH), [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R AR:71vrl VpAL �i DATE 1-wkp INSPECTOR �ft # # TOWN OF SOUTHOLD BUILDING DEPT T. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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 REMARKS: cola 4-A Af Q o G e 9 ?z Ly ci DATE 2,: INSPECTOR C��" x, �: rr 9e i s $ 1 oo 27Fc r�F Y r✓ a; i i � , ,�: _ .�. i. a;: r 9.. ; I �. ... ��, f ���. �� t :.�._ ..r..._.. _�__-.. �. � _v.,. --_ _ �- �,. _. _. r .� _.... .. �,. s —_--^_^� r ----- _�__. ._._... ..._... �.. � i- _�.. � ., a i z. � i I i ' ��' ,} ,f �' � �� ._ ;. g<c k r->, ..¢ �� i:' ,_: ,. ..._�,: - .:... 1 � � � _ _ . t alµnuetiysuq°I a�'�urai0.4 r U.F._ `� 1 JoArtSManvfifd :_ i 'i "LA li. .' 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Thanks again! Vector East Ltd. PO Box 148 - Greenport, NY 11944 VectorEast.com ---------- Forwarded message --------- From: Jared Loveless <iaredlovelessglive.com> Date: Thu,Apr 29, 2021 at 10:53 AM� Subject: Fw: Insulation pics (permit#44106) To: Vector East<vectoreastkgmail.com> Cheers, Jared VectorEast.com From:Jared Loveless<jaredloveless@live.com> Sent: Friday,January 10, 2020 8:31 AM To:Jarski,John <iohni@southoldtownny.gov> Subject: Fw: Insulation pics (permit#44106) Morning John, I tried to send these pics yesterday but the size limit was exceeded on your side. I'm trying in two batches this time Cheers, Jared i VectorEast.com From:Jared Loveless<*aredloveless@live.com> Sent:Thursday,January 9, 2020 1:12 PM To: iohni@southoldtownny.gov<iohni@southoldtownny.gov>;vectoreast@gmail.com <vectoreast@gmail.com> Subject: Insulation pics (permit#44106) Hi John, Sorry I missed you, Astrid is away and she reminds me of these things. Here are pics of the insulation. I'm sure the guys have some on their phones if anything is missing. Thanks, Jared Sent from my Verizon, Samsung Galaxy smartphone 2 W g� I�s \ 4 .a Q a m T ... E X hb > t f 'C "3 ..i•'V. aNv 'n w e m. .. Fv t i :n x a _v u-F t in x gy F , e Ro Y 1 S¢ ,w M t „�3 u ss: t c ' pa, 3 M � '^ + �4 Y 3 c - G z su al v. b n e . 4 III ��I agE a if y � / i / r,> s W� i 9 i, ° - � 6�/ ���✓� `'yam„ '¢/�`� r s 01 We 3 = S y� f � R- a a� 50, JIM r e ' �- .wY�"xv�x g a ^' r k 7 '✓T�S n .g°D Y� '�F�,.«^�'fi. .`l+`�"�Y � ` ft C f ' mk .��� fil �k% ,, �, 5k c w g RM a r. :-.. ......>s.�..�,,.�,z a a,. .x ya...� ... ., G q; { d 1 k � RT p i F 40 f S �b � Q S � 3 3 whi R w _ _ ,yam .�� ,r.<„ � � ,h� " 'a � J`•��� T 3 s 8 r { r � � r " W FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION(IST) �y -------------------------------------- FOUNDATION (2ND) l� Z IVA ce ROUGH FRAMING& tai �y PLUMBING r INSULATION PER N.Y. H STATE ENERGY CODE W y h FINAL Iry LA ADDITIONAL qOMMENTS CA 6 rA,-nu o4c �� Z ill Nt, tc J �-6. 6 E1114 t� e=R�, o � b � Z y�y � y � d C� �r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 Sheck PERMIT NO. Li Septic Form N.Y.S.D.E.C. Trustees Examined � 20 A Contact: Approved 20 Mail,to: Meryl Kramer Architect Disapproved a/c PO Box 1600,Southold, NY 11971. J Phone: 631477 8736 a a Building Inspector AUG 1 5 2019 APPLICATION FOR BUILDING PERMIT t.i:w DIN, DEE a o Date August 7 , 2019 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. 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,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 4// U19 AIAAAa� (SlWalreTlicant or name,if a corporation) PO Box 1600,Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect, Meryl Kramer Name of owner of premises Johnson Leung Family Trust (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer , (Name and title of corporate officer) Builders License No. ti Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 4001 Wells Rd Peconic House Number Street Hamlet County Tax Map No. 1000 Section 86• Block 1 Lot 9.4 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work F 4. Estimated Cost $250,000 (Description) Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1, total all floors If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 80'-0" Rear 80'-0" Depth 50'-4" Height 34°-4" Number of Stories 2 Dimensions of same structure with alterations or additions: Front 80'-0" Rear 80'-0" Depth 50'-4" Height 34'-4" Number of Stories 2 8. Dimensions of entire new construction: Front N/A Rear Depth Height Number of Stories 9. Size of lot: Front 404.00' Rear 380.07' Depth 340.61' (N), 234.87 (S) 10. Date of Purchase March 30, 2016 Name of Former Owner Erlinda M. Leung 11. Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law, ordinance or regulation: No 13. Will lot be re-graded Will excess fill be removed from premises: YES NO 181 E 90th St Apt 5D 14.Names of Owner of premisesJohnson Leung Family TrustAddress New York,NY 10128 Phone No.-6462705404 Name of Architect Meryl Kramer Address PO Box 1600, Phone No 631477-8736 Name of Contractor Vector EastAddress PO B x 148 Phone No. 631740 7435 Greenport,NY 11944 15. Is this property within 100 feet of a tidal wetland? *YES NO X • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED Trustees Letter of NJ - 6/4/19 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF W41being duly sworn, deposes and says that(s)he is the applicant (Name of individualsigningcontract)above named, (S)He is the �*K_t1A 11 (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th' j day of 20L�__ Notary Public lSidtiire of Applicant CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Oualified in Suffolk County Commission Expires Aorii 14,2 (7 1 Michael J.Domino,President ®�''sQ�r� Town Hall Annex John M.Bredemeyer III,Vice-President ® -; ,,' ; - - 54375 Route 25 NJ- P.O.Box 1179 Glenn Goldsmith ' ` by ,; Southold,New York 11971 A.Nicholas Krupski hone(631) 765-1892 Telephone .;., Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 4, 2019 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: JOHNSON LEUNG FAMILY TRUST 4001 WELLS ROAD, PECONIC SCTM#: 1000-86-1-9.4 Dear Mr. Hermann: The Southold Town Board of Trustees reviewed the site plan prepared by Young & Young, last dated January 16, 2019 and determined that the proposed construction of interior renovations to the existing dwelling, replacement of the existing sanitary system with a new, upgraded sanitary system and associated grading on the captioned property are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result 2 from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Michael J. Domino, President Board of Trustees MJD:dd 1 -�.W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION -Now name ''y F.Acility DEC ID 1-4738-02413 00 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: JOHNSON LEUNG FAMILY TRUST JOHNSON LEUNG FAMILY TRUST C/O ERLINDA M LEUNG 4001 WELLS RDISCTM# 1000-86-1-9. 4 181 E 90TH ST APT 5D PECONIC,NY 11958 NEW YORK,NY 10128 Facility Application Contact: EN-CONSULTANTS 1319NSEA RD SOUTHAMPTON,NY 11968 (631) 283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 714.205 NYTM-N: 4545.726 Latitude: 41'02'04.6" Longitude: 72°27'06.5" Project Location: SCTM# 1000-86-1-9.4 Authorized Activity: Remove and or abandon the existing sanitary system and install a new sanitary system which includes the placement of approximately 326 cubic yards of clean fill. No permit is necessary for interior renovations to the existing dwelling. All work shall be done in accordance with the survey prepared by Young&Young last revised on JAN. 16, 2019 and stamped "NYSDEC APPROVED" on 5/2/2019. SAP-1-09-015 Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-473 8-02413/00006 New Permit Effective Date: 5/2/2019 Expiration Date: 5/1/2024 - NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Page 1 of 6 �ac�iityy RK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �� DEC ID 1-4738-02413 Permit Administrator:JOHN A WIELAND, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Br Circle Sto ,\ 11790 -34 Authorized Signature: Date 6 2 ra 17 i Distribution List EN-CONSULTANTS Marine Habitat Protection Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Young&Young last revised on JAN. 16, 2019 and'stamped "NYSDEC APPROVED" on 5/2/2019. 2. Failure to Meet Permit Conditions Failure of the permittee to meet all-the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 3. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures identified under the section Description of Authorized Activity. NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 4. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 6 Scott A. Russell ,��°VIFQ'r ST 1R.I��l WA\T]ER, SUPERVISOR � � MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ]DOES THIS PROJECT IWOLVE ANY OF THE FOLLOWINQ Yes No (CHECK ALL THAT APPLY) ❑o A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Q❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑X E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witour Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S C.T. 1�()� Date District NAME Meryl Kr e Architect 86 1 9.4 8/7/19 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY **** Contact Information. 4778736 frrkphene Numbrr) Reviewed By: Klp &�ndl — — — — — — — — — — — — — — _ Date: Property Address / Location of Construction Work: — — — — — — — — — — — — 4001 Wells Rd Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Peconic, NY 11958 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M. 1000 CHAPTER 236 (Property owner.Design Professional,Agent,Contrador,Other) — 0�4' 86 1 9.4 a Stormwater Management Control Plan CHECK EIST A M JU*CaLner ArchitectS cilon Block Loc a S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application. p.w Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 1477 8736 8/7/19 all Information that has been Required by the following Checklist! e Telephone NnmDc. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Here[ show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0 b. Total Site Acreage. 0� c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. X I00 e. Limits of Clearing & Area of Proposed Land Disturbance. 0 f. Existing & Proposed Contours of the Site (Minimum z intervals) X 1=10 g. Location of all existing & proposed structures, roads, �1 driveways,sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& -7 proposed structures. 1. Location of proposed Swimming Pool and discharge ring. Existing approved Pool j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). Existing driveway 1. Location of proposed concrete washout area(s). 0® Only septic install M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate Only septic install on-site the run-off from all impervious surfaces generated by a two(T)inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to. a. Erosion &Sediment Controls. 00 Silt fence b. Construction Entrance & Site Access. X70 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 Only septic install d. Leaching Structures (e. . infiltration basins,swales,etc.) Only septic install **** FOR ENGINEERING DEPARTMENT USE ONLYF1* 0* I Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date. i SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 �guEFQ�� BUILDING DEPARTMENT- Electrical Inspector �i TOWN OF SOUTHOLD � � ,i;f_ I :,,/�'Fc Town Hall Annex- 54375 Main Road I Box'1179-' V =' ; 'd Southold, New York 11971-Q P Telephone (631) 765-1802 - FAX (631) 765- 2 2 2 2019 roger.richert(u.town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION `�'�'� t� r -v� REQUESTED BY: ��F, t Date: Company Name: has c r C lnc Name: 160T1+ License No.: 3 yo i f - me, email: VM e,Asi Q bw, cc Address: ` eO U T90L Phone No.. 6231 - &6�-9 10 JOB SITE INFORMATION: (All Information Required) Name: c: RENO Address: fi3 SoUTHoci) Aky Cross Street: Phone No.: 631 -r)(,� -5 a-- Bldg.Permit#: 44 1 0� email: 5A,--t - Tax Map District: 1000 Section: (o Block: iLot: s BRIEF DESCRIPTION OF WORK (Please Print Clearly) god SQ g- Circle All That Apply: Is job ready for inspection?: YES / O� Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION „I Al b Request for Inspection FormAs � I FFp��C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - ox 1't�g" Ju o • Southold, New York 11971-0 ' 1p� Telephone (631) 765-1802 - FAX (631) 765- 2 2 2019 roger.richert(a-)town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION rMN EQUESTED BY: �Ftt+ Date: ompany Name: Came: ICErTI+ License No.: 3Yog 1 - me- email: Address: eO SOu-WDLD Phone No.: f&31 - - 1/ JOB SITE INFORMATION: (All information Required) Name: - C RENA Address: A Sowyocb y Cross Street: - . Rhone No.: �- Bldg.Permit#: r email: SA.n-r Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) goo SQ r-i- MQ ti 134 l v- Circle All That Apply: Is job ready for inspection?: YES / 10 ll-/ Rough In Final Do you need a Temp Certificate?: YES / NO Issued Ori Temp Information' (All information required) Service Size .1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground- Overhead #Underground Laterals 1 _2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 6 l� Request for Inspection Form-As � 1 � o PERMIT# n, Address: Switches I ' r Outlets GFI's Surface , Sconces H H's 3 UC Lts f _ Fans Fridge HW Exhaust Oven , Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Minis\' 6 Special: Comments- l Town Hall Annex �Z.� �Gy� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 '� z Southold, NY 11971-0959 _ • BUILDING DEPARTMENT N-OTICE OF-UTILIZATION_OF TRUSS TYPEZONSTRUCTION, PRE-ENGINEERED. ------- - - - - WOOD CONSTRUCTION AND/OR-TIMBER CONSTRUCTION Date! August 7 , 2019 Owner: Johnson Leung Family Trust Location of Property: _ __ - 4001 Wells Rd, Peconic, NY Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X 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) Pre-engineered wood construction (PW) X Timber construction (TC) Walls Only, Interior in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Floor and Roof Ridge (PW) Signature:- Name (person submitting this form): Meryl Kramer, Architect Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 720* y1,�x�+;��� t�f$ '"•� eL t X4,1. � , ( vim. f A • p , FLOOR FRAMING, GIRDERS AND ROOF FRAMING FLOOR AND A M E R Y L K R A M E R OCT - 2 2020 +__ a r c h i t e c t BITTLINNG DI:ly . TCS '&: - `';�t F 260 HORTONS LANE TRANSMITTAL POST OFFICE BOX 1600 S O U T H O L D, N Y 1 1 9 7 1 Atfenl� Southold Town Building Department Via: Drop Off 6 3 1 - 4 7 7 - 8 7 3 6 k h i t Address 54375 Main Rd(Rte 25),Southold Date: October 2,2020 m a r c e c t c o m Re: Leung As Built Final HD Survey CC: WE ARE SENDING YOU x Attached ❑Under separate cover via the following items: ❑Shop drawings X Drawings ❑Specifications ❑Copy of letter COPIES DATE DESCRIPTION 1 8/4/20 (9/21 Approved) As-Built Final SCDHS Approved Survey THESE ARE TRANSMITTED as checked below: ❑For Approval x For your use ❑As Requested ❑ For review and comment REMARKS: Submitted documentation for the Certificate of Occupancy (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLA7.ON OF SECTION 7209 OF THE NEW YORF STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREC•N FROM PROPERTY LINES TO EASTING STRUCTURES ARE FNT A SPECIFIC r"RPOSE AND APE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES (3)COPIES OF THIS SURVEY MAP NOT BEARINO THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL N0: BE CONSIDERED TO INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSK:FEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OVERS. 5 THE LOCATION OF WELLS BE A VALID TRUE COPY.(4)FROM OTHERS.() (W),SEPTIC TANKS(ST)8 CESSPOOLS(CP)S10WN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SITE DATA 400 Ostrander Avenue, Riverhead, Naw York IIgOI tel. 631.727.2305 fax. 631.727.0144 AREA = 2.11357 ACRES F- F/ admin®youngengineerfng.com * SUBDIVISION - "RICHMOND GREEK FARMS, SECTION 2" FILED IN cn < S R0,�1 4 4 THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 15, Iggq 10 AS FILE NO. 10252. * VERTICAL DATUM = N.A.V. DATUM (Ig88) QHoward W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer TOTAL NUMBER OF BEDROOMS = 6 1-3 Douglas E. Adams, Professional Engineer * NO WELL5 WITHIN 150' OF SUBJECT PARCEL. 81 Robert G. Tost, Architect w� '4 HEALTH DEPARTMENT U5E 5 F__EXPIRES LI{COUNTY D1 -,TUU-N-T OF HEALTH Srz.1, C mIT FOP, A,-pl' o AL 0", COPtsTh'UCI;.' E5 L t c• TyO , '� ) 1'OP A SOT / �re.YTCLC i Ar,71LY 0'�;�rJ•lr), C C i uLil a 1 4 2019 o� �M v o ,\o 0°r`G50 J,�r°� o° Q/ r�l0 r0 ctir\P r o� rti51 _ ,�� Q. `D . .� \\00> 'C0y' "'?-\q EXISTING PUBLIC WATER 534° 5'31"E �` �O 02 {�/�� ... M ?0 �,Q °r PROPOSED M SERVICE LINE TO REMAIN 55.551 t O� OG'C �Op�` gl SANITARY SYSTEM (,GJV DOJO �GtOP 2,OCO 6AL.SEPTIC TANK _ - - - - - - TF' 'E YEARSROr.7 Di,TE 0�400 5FSWA LEAGHIN6 6ALLEY5 ,� APPROVAL (APPROX.FILL = 326 G.Y.) \101` 2 y0'G 3 /' DOUBLE r SILT ird,�, ent of exi,,tIng sanit:..,r y system must be in rd G�oO� v�d`,�tS Or �" 0% PINE P2- FENCE J,' 3 Ci`n 7T?t SIC"NUif t+-epn.t 'S i le�;LI13�1�i�13i t-b t11t O C 6.09 6.3 z co-mp%ted fcnr•► as proof. DI TH ` - o / 112E `\' vG• •�� i?P, PROPOSED �/ e+� •` m E 8.06 , , RENOVATINTERI ONS /' I 'r���•�� z 8.50 8.1 - _ P� B 1/9.49� GFL ST ' / , ' a O I / 7.94 �' ?p. `? CO 8.9 i +61 --� 6 1 Ln /' / F�1� ; + Q� N� e « -;-- -----� -�•'---------152_7__4.90--------- ----- U SURVEYOR S CERTIFICATION { GP�12.96 pip :'TREE 6474 EXISTING SANITA�P SYSTEM. o °p10 6 +7.91 b �0�� �L ^y�Po �: TO BE REMOVEK AND/OR 13 ! • 8.04 �8 Q _ ;' +5.14 ABANDONED,F1�1 �, w rw. ;� � WE HEREBY CERTIFY TO ERLINDA LEUNG THAT TH15 SURVEY 0 ' ' / « -- `' '" $73' WAS PREPARED IN ACCORDANCE WITH THE GORE OF PRACTICE o / // of !>`F' �� y, X9.31. 4w . .y : ; ACCORDANS WITH SCDHS ,•,, �-» n / 6.os P :_, .^y. / STANDARk15 N �: :,.W h--;° N / c�S�EO� B.os \ �0g6.=' ��o « w 6 FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE �, ,�" �>�o v i ; ;0 5.52 r' % - p- ASSOCIATION OF PROFE55IONAL LAND SURVEYORS. o 8.24 8.13 .,> Q ? OE` _ '�' / �' .'.•':' aI / F�N5Y1 +O9, 6 Y �I ' 8.62 GAO GQ`�p Q / ` +3.10 0 0- L 8.1 1 �'p fit, i' .68s 108.88 .l� .A +3.74 q��t` 7.79 /' ?p �� 8.62 P, p n -O• 9911 - ' /+386 (� ' 7.85 QP `���' _.---, 2 01 v h0 OOH, ,r 1_ . +4.09 3 m8.088` 8.69 8.69 Q / /: . +7.55 6.79 4 +7.37 6.4V `B.Otl� '8.6 ��y� +4.48 / ° �' o' 8.03 Po------- ! !. HOWARD W. YOUNG, V.S. L.S. 458113 �.` +5.18 311 9!s.80 OJ�e�� ! �1p9 +5.72 5 v -----------' +5.46, / «5.21 ,Q0' 2962 ; ~, O JUR Y E I FOR -5.48 1 -- 8 ERL I NIS LEUNG 5r L NED `` s � LA`1DWARD LIMIT OF TIDAL Q ` �. WETLANDS AS DET TS ION 6 y .5 ` 4.54 4.85 ; Y LANs SULTAN LOT I, "RICHMOND GREEK F,4RM5, SECTION 2" o� 10 y� 04/1118 at Feconic, Town of Southold o z Suffolk County, New York N, y BV I LD I NG PERMIT SURVEY Lot I O �r/r'� Subdivision - , County Tax Map District 1000 Section 56 Block OI Lot 11.4 "Richmond Greek / Farms, Section 2" /' FIELD SURVEY COMPLETED SEPT. 08, 2014 I a MAP PREPARED SEPT. Oq, 2014 i 0� Record of Revisions I _ / RECORD OF REVISIONS DATE ADJACENT LOT COVERAGE BOUNDARY/TCPO SEPT. is, 018 ADDED BUILDING PERMIT DATA JAN, 16- 201 G,�° ADJACENT AREA = 86,420 50. FT. N3S°04'01"►n1 144.83' N FRAME HOUSE 4 GARAGE = 3,025 Sa. FT. = 5.5% ROOF OVER WOOD PORCH = 434 50. FT. = 0.5ATE90 o TIE UNE A&-CNG WA R tMARK SCREENED WOOD PORCH = 380 Sa. FT. = 0.4% o _ FRAME SHED = Ibis 50. FT. = 0.2% M p _ - CREEK POOL = 7110 Sa. FT. = O.g90 50 O 25 50 100 15C _ / - - o RICHMOND SLATE AROUND POOL = 4116 Sa. FT. = 0.690 a SLATE WALK $ SLATE PATIO = 463 50. FT. = 0.5% SGA l e: I" = 50' JOB NO. 2018-0166 El = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET O= STAKE FOUND TOTAL = 5,754 50. FT. = 6.690 DWG. gg0333_2014_01-75J io I OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SUR\'4Y IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANC�S SHOWN HEFEON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPETFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL ACT BE CONSIDERED TO BE A VALID TRUE COPY. 4 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIONEES OF HE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SITE DATA 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.727.2503 fax. 651.727.0144 AREA = 2.8557 AGRE5 admin®youngengineering.com SUBDIVISION - "RICHMOND GREEK FARMS, SECTION 2" FILED IN Ml a �Owt THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 15, Iqa� A5 FILE NO. 10252. TEST }-TOLE BY MGDONALD 6E05CIENCE Howard W. Young, Land Surveyor * VERTICAL DATUM = N.A.V. DATUM (1c155) DATE. 11/01/18 Thomas G. Wolpert, Professional Engineer • TOTAL NUMBER OF BEDROOMS = 6 EL-5.4 0.0' Douglas E. Adams, Professional Engineer MIXED SAND Robert G. Tost, Architect AND LOAM 5.0' PALE BROWN FIN(SPAND HEALTH DEPARTMENT U5E 6W EL-0.5 '7A' � g WATER IN PALE BROWN FINE SAND (5P 14.0' HIGHEST EXPECTED 6W EL=0.5 HOUSE 25.0' 10.00' 9 FINISHED FLOOR 5URVEYOR'5 CERTIFICATION EL=12.�I6 a FINISHED GRADE o„yiy EL=q.S .L=B.a EL=B WE HEREBY CERTIFY TO E R LI N DA LE U N G THAT TH15 SURVEY 0 kNA5 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE 2' MAX. i Pi1N A55001ATION OF PROFESSIONAL LAND 5URVEYOR5. 4" DIA F\/0L01 2' MAX. 4" DIA PVG IE 5.0 PIPE 9 2.0090 O M IE=7.o PIPE @ 1.0090 f 050' T FLOW LINE O IE=6.5 IE=6.4 p0 i o 1 HOWARD W. YOUNG, Nr .5. L.5. RO. 455015 EL=5.4 H16HE5T _Z HIGHEST z EXPECTED 6 0 8.50' GROUND WATER _ N EXPECTED EL=0.5 FOR EY 5 R GROUND WATER cV JV I�Y L I` 10.00' EL=o.S (6) LEACHING GALLEYS ERL I NDA DUNG (400 5.E.5.W.A.) 2,000 GAL. 5EPTIG TANK LOT I, "RICHMOND GREEK FARMS, SECTION 2" TYP I GAL HYDRAUL I O PROFILE at Pecon ic, Town of Southold NT5 Suffolk County, New York CS BU I LD I NG PERM I T SURVEY N 0 County Tax Map District 1000 Section 56 Block OI Lot Q.4 0 0 FIELD SURVEY COMPLETED SEPT. 013, 2014 MAP PREPARED SEPT. 01, 2014 Record of Revisions RECORD OF REVISIONS DATE BOUNDARY/TOPO SEPT. I . 2015 ADDED BUILDING PERMIT DATA JAN. 16, 201q JC O 50 O 25 50 100 150 mm Scale: I" = 50' a JOB NO. 2018-0166 DWG. QQ0555_2014_0175_bp :20F 2 \ O = MONUMENT SET ■= MONUMENT FOUND �= STAKE SET O= STAKE FOUND (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE Y.W YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PUIPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)C(PIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION — INDICATED HEREON SHALL RUN ONLY TO THE PERSnN FOR WHOM THE SURVEY IS PREPARED AND ON M;BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE A55ICNEES OF THE LEN014G INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SITE DATA 400 Ostrander Avenue, Riverhead, New York IIg01 tel. 651.727.2505 fax. 651.727.0144 AREA = 2.ai557 ACRES ��j admin@youngengineering.com * SUBDIVISION - "RICHMOND GREEK FARM5, SECTION 2" FILED IN N ` ��O 4iYi> 4�t THE OFFICE OF THE CLERK OF 5UFFC'K COUNTY ON MAY 18, laciq 7p 4D AS FILE NO. 10252. -4 (n � Howard W, Young, Land Surveyor VERTICAL DATUM = N.A.V. DATUM (Ig88) O Thomas G. Wolpert, Professional Engineer t- Douglas E. Adams, Professional Engineer 7 f. Robert G. Tost, Architect 7: HEALTH DEPARTMENT USE OCT - 2 2020 �pJ�yLyC/ O Of' d�O pf\\GI v�,�D\d uj prC O \\P/1�7\f\'(p �,�\�r EXISTING PUBLIC WATER 534°55131"E Qel i, o\oPmSERVICE LINE TO REMAIN 0>, 2 / ' " /' .�� SUFFOLK COUNTY DEPARTMEN OF FIEALTSERVICES \'\ ' " /' " _ - APPROW L OF CONSTRUCTED VV FOR FOR p� 0 2 - - A SINGLE FAMILY RESIDENCE OD Z)9 ti ' G p - / / ,WS' I o 0�,5� \ 3 / Date t �Ot H.S.Re`•.>�i>3. q0LO y " / m The sewage dispo3al and water suPOY fadNties at this I Lon have been � / � Inspected andJcsr certified by this Department cr other agenCte3 and foundo r�Of` 1jv �or✓�;`obe sadsfaGory - z FOR A IMUM F E3BEDROOMS." i o DI &foo , -/ E"% ° ° m Craig Knepper, P.E., Chief ond m Office of Wastewater Mana ement /52.7' N SURVEYOR'S CERTIFICATION v Fj O n --------------01 r G 12.96 pip ° ,r O ,o C, ^E HEREBY CERTIFY TO E R L I N D A L E U N G THAT TH15 SURVEY ST�. N WAS PREPARED IN ACCORDANCE WITH THE GODS OF PRACTICE 96;.- \� I" %- Q w FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE �5�6�0� '`r A550CIATION OF PROFF55IONAL LAND SURVEYORS. al fENGY� 9 V ioyo /- N p 5 �0 20' 5 _ ..i , l�. - ot Vv. o �990� ire+ 2 � R-4 PQ _% HOWARD W, YOUNG, tW.5. L.S. MO. 45883 A 5 ` T J )0 8 6 `� 0. - ----'_�� �, 0 5UR\/EY FOR % � �OicL o :''~ 8 T @O N FSE LANDANOS AS(DETERMINED °o SRL I NDA LU1�G WYTECONSULTANTS ON LOT I, "RICHMOND GREEK FARM5, 5EGTION 2" 04/111/18 cit Foconic, Town of Southold CDSuffolk County, New York SANITARY MEASUREMENTS _ _ - AB N, y -_--_ _ " © C) m HEALTH DEPARTMENT A5-BUILT SURREY 5T 28 21 p ..�'" YI a 1-61 43.5' 341 , ��•' Lot I �y " -� County Tax Map District 1000 Section U? Block 01 Lot Q.4 �' Subdivision o LG2 56.5 40, i „ � •�-( N Richmond Greek / 'a, I 1-65 65' 475 ! �l Farms, 5ection 2" C=:)n FIELD SURVEY COMPLETED SEPT. 08, 2014 1-64 42,5' 26' // I -' MAP PREPARED SEPT. Oq, 2014 L65 55' 54' Record of Revisions 1-66 65.5' 425 / GO OF REV15 ONS DATE BOUNDARY/TOPO SEPT. 13, 2015 ADJACENT LOT CoOVERAGE ADDED BUILDING PERMIT DATA JAN. 16, 201q °Dr1 GENERAL AMENDMENTS AU6. 12, 201q D —' NSA ADJACENT AREA = 56,420 5Q. FT. A5-BUILT SURVEY AUG, 04, 2020 N3S°04'01"W 144.83 FRAME HOUSE d GARAGE = 3,025 50. FT. = 5.5% ROOF OVER WOOD PORCH = 434 50. FT. = 0.5% TIE LINE ALO GN WATREOR IMATE SCREENED WOOD PORCH = 550 50. FT. = 0.4% o _ FRAME SHED = 166 5a. FT. = 0.2% m nCC�,( Poo1- :: "Tao sa. PT. = o.a90 50 O 25 50 100 150 R1 OH M ON D CREEK REE ` SLATE AROUND POOL 416 50. FT. = 0.696 0 - - SLATE WALK $ SLATE PATIO : 465 Sa. FT. = 0.5% 5c01e: 1" = 50' JOB NO. 2018-0166 TOTAL = 5,754 5a. FT. = 6.6% DWS, gg0555_2014_0175_hdab I OF I � = MONUMENT SET ■= MONUMENT FOUND �= STAKE SET At= STAKE FOUND GENERAL NOTES: FOUNDATION NOTES: _ THE CONTRACTOR IS TO VERIFY ALL' Issue Date: Set:MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE Issue 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 8/6/19 �r ACCORDANCE WITH THE NEW YORK STATE UNIFORM ^Y/ 6 COMPLY WITH ALL CODES OF BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. rJP.:F:�,...._.-•.� NEW YORK STATE & TOWN CODES CONSERVATION CODE,AND LOCAL AUTHORITIES. V-1 r` " AS REQUIRED A, ) IONS C)F 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 2-ALL REBAR ASTM A-615 GRADE 60. " 'T A AT ��� kll� � .TRA 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 7h F' '� I`iy pJ� /�EOARD CONSTRUCTION AND ORDERING OF MATERIALS. THIS INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. Fl.''_'.c`'.Iii`il. I`: ' .� �iUi•. S t �rVa�a�.iAvULY�iFI$/ FOUNDATION HAS BEEN DESIGNED FOR A SOIL 1. ;-r.;,.,:r, ;',I..l.! - T',`4':.3 °ii�'�,��lt"i-:. DTOt"!NTI";1STEES 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 ` 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 c CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. 2. ROUGH `:-k; .i.` i'Jl.i tt>. F'L.11;`d1'!;'i',t SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. 3. ii'dSIJLATICirj 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. 4. r=ii•d L - CCJI, i`i(a'..'I'Os'`l MUST 3. PROVIDE FLASHING AT ALL ROOF BREAKS, :a `E CHIMNEYS,SKYLIGHTS, EXTERIOR DOORS, WINDOWS 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE r'LF FF .C. AND DECKS ETC. TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. AIL RI-: CO?:S F-T T ICJ"+' S!':=`,LL F,S rT Tk;F �¢. 4. DO NOT SCALE DRAWINGS. 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING I-: Irn .�IT� ; ('1(;Gvr 1� r t I!'�,.'. V f U:":�'.'� �';!•�� -., AL1 R Oi .r:civ`i i a I C}F Tk;E C ha:� I,� _ 1 EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY YORK STATE NO� FTE ,f=ON�Ir rOR FU1-isUC',I.110 C. !,k i�r� ��'� 5. DESIGN CONSULTANTS OR RECORD ARCHITECT OF LESS THAN 2 TONS PER SQUARE FOOT. DESIGN OR CONSTRUCTION ERRORS. Q� jf"{t Tu`Jf'J Gl , -ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION,OR ADMINISTRATION OF THIS 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. \�.�ERED qRC CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. l(i� t�RYL KRq y� RESPONSIBILITY OF THE CONTRACTOR. �+ .y !��`+r L- 4't ANT BEFORE ULTIMATE ICE SHIELD UNDERLAYMENT 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO 10-FOUNDATION EXCAVATION S NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. e' + _ GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS FACILITATE CONSTRUCTION AND SHALL NOT BE {~ ,,) OCCUPANCY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 11 BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 24 7)AND IS TO BE OWNER. MECHANICALLY COMPACTED II 6"LIFTS TO 95/o OF MAXIMUM DRY DENSITY. �.l:7-D IN WATER 20 130 B SEVERE 36" M to H S to M 11 YES 1984/1998 9j� 0248 ¢� ;SEM CANNOT 7. THIS STRUCTURE HAS BEEN DESIGNED IN 12-UNDERPIN EXISTING FOUIDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 OF •(C, EXCLL: L. �;';U C1h I�o LEAD. ACCORDANCE WITH THE NEW YORK STATE ENERGY NEW REBAR DOWELS. CONSERVATION CODE. SUGGESTED UNDERPINNING IROCEDURES: 8. CONTRACTOR SHALL OBTAIN ALL PERMITS A)UNDERPIN PRIOR TO ADDITON OF ANY NEW LOADS ON WALL. 9. DIMENSIONS,ELEVATIONS, MEMBER SIZES,AND B)EXCAVATE SMALL EXPLORA70RY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. a t INFORM ARCH ITECT/ENGINEB OF FINDINGS BEFORE PROCEEDING. _ DETAILS OF EXISTING STRUCTURE SHOWN IN THE a/ a DRAWINGS ARE BASED ON LIMITED FIELD �.^y,-,-...„..� DrawingLegend: 1RIC141.>R`»-""�CRE3"J �"JII' `i" I, ( I " -�- MEASUREMENTS AND MAY NOT BE ACCURATE. THE FRAMING Nail Sizes C)UPON RECEIVING APPROVAL EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA{�akg, - Joint Description CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 0 i• ra " e (common nails U.O.N.) Nail Spacing CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB TO BE UNDERPINNED ON BQTI,SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. f______ Wall To Be Removed 3"No.8 SCREWS 12"O.C. SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY D)EXCAVATE BY HAND BELOWrHE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. E)INSTALL A KEY WAY Wall To Remain ROOF FRAMING DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN A exterior lighting --- - BETWEEN SECTIONS.ALLOW i DAYS CURING. installed, replaced or Rafter to Top Plate(Toe-nailed) T 3-8d per rafter ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO New Wall WASHER(TYP.) Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION F BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. New Foundation Wall repaired shall conform LIGHT WOOD-FRAME WALL -7------J- OR CONSTRUCTION. ) ___ Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap to Chapter 172 Lines Above P --- � „ Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE MOVEMENT 1/2 PLYWOOD 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE AND/OR CRACKS. NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. ------------ Lines Below of the Town Code PLYWOOD OPENINGS Collar Tie to Rafter(Face-nailed) 2-8d per tie BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND - Guidelines Blocking to Rafter(Toe nailed) 2 8d each end 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR ° PROTECTION;THICKNESS GLASS i','. g LATERAL FORCES ACTING ON THE COMPLETED BUILDING. ---•-•-. DEPENDS ON WINDOW OPENING Rim Board to Rafter(End-nailed) 2-16d each end IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED SHORING AND THREE FEET FROM NEW WALL. - - -•--•• Fence WIDTH(p ( WALL FRAMING BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN PLT. M 31NG PLASTIC-COATED Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot THE STABILITY AND SAFETY OF THE 101 Door Tag ALL PLUMBING WASTE PERMANENT WOOD SCREW Top Plates at Intersections(Face-nailed) 4-16d joints-each side PARTIALLY-COMPLETED STRUCTURE AND FOR &4',IATER LF'=-S Pj� D cess�I- ANCHORS Stud to Stud(Face-nailed) 2-16d 24"o.c. CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED NOTE: IN LIEU OF SCREWS,LUGS Header to Header(Face-nailed) 16d 16"o.c.along edges DESIGN LOADS. FRAMING NOTES: 101 Window Tag TESTI;)G EEEOlic COVERING WITH NUTS AND WASHERS MAY THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD BE USED _ "- �- 1/2"PLYWOOD 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS D AND ANY DISCREPANCIES ARE TO BE BROUGHT TO FRAMING Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. A�xxx -1 Section X, 2-16d per 2x6 stud PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE Sheet A-XXX DETAIL -► 2-16d per 2x8 stud SPECIFICALLY DETAILED. THE APPLICABILITY OF THE WOOD FRAMING /�� A TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF (117 F `77 Detail Tag Bottom Plate to Floor Joist,Ba nd"oist,End'oist or Blocking 2-16d 1,2 1 J g per foot THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY 1.ALL LUMBER IS TO BE N0.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: L _---WASHER(TYP.) (Face-nailed) WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION FB=900 PSI -- --- IN THE DRAWINGS. FV= 180 PSI II 1 FLOOR FRAMING FC PERP=625 PSI Ax Elevation Tag -3"No.8 SCREWS 12"O.C. Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY E=1,600,000 PSI RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE DETAIL A-TYPICAL ATTACHMENT OF Bridging to Joist(Toe-nailed) 2-8d each end INCLUDING SAFETY OF PERSONS AND PROPERTY. THE 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: X PLYWOOD OPENINGS PROTECTION TO Blocking to Joist(Toe-nailed) 2-8d each end ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF FB=2,900 PSI Xxxx X Interior Elevation Tag ---WOOD-FRAME BUILDING Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block WORK DOES NOT INCLUDE THE ADEQUACY OF THE FV=290 PSI X Ledger Strip to Beam(Face-nailed) 3-16d each joist CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. FC PERP=750 PSI Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist E=2,000,000 PSI ALTERNATE TO 120 MPH CERTIFIED WINDOW Band Joist to Joist(End-nailed) 3-16d per joist INSTALLATION: PLYWOOD PANEL WINDOW AND Band Joist to Sill or Top Plate(Toe-nailed) 2-16d � per foot 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: DOOR PROTECTION FOR WOOD FRAMED BUILDINGS -- - -- FB=2,800 PSI ROOF SHEATHING FV=290 PSI FC PERP=740 PSI Structural Panels 8d SEE NAILING SCHEDULE E=2,100,000 PSI Diagonal Board Sheathing 4.ALL ANTHONY POWER BEANIS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: FB=3,000 PSI 1"x 6"or 1"x 8" 2-8d per support FV=300 PSI ;�� a"vent Thru Roof 1"x 10"or wider 3-8d per support FC PERP=850 PSI . -u E=2,100,000 PSI M E R Y L K R A M E R _ CEILING SHEATHING 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. a r c h i t e c t 2" - , '-1 - Gypsum Wallboard 5d 7"edge/10"field - - - 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN - F--'---T 1 1 " 11 1/2" I I - ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 2, 12" l i t/2" I 2„ 1 2 1 11 1/2" 1 2 11 1/2 111/2" WALL SHEATHING _ 2 13 EAST FRONT STREET LAV. LAV. LAV. I LAV. I Structural Panels 8d (see detail 10/AO02) 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS, ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED POST OFFICE BOX 683 OWC. W.C. I W.C. I Fiberboard Panels CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL TUB SHOWER SHOWER 7/16" 6d 3"edge/6"field CONNECTORS,STRAPS ETC:ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. G R E E N P O R T, N Y 1 1 9 4 4 25/32" 8d 3"edge/6"field 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN,APA SPAN RATING 6 3 1 - 4 7 7 - 8 7 3 6 3" 3" 2" 2" 2' 3" 1 1/2" 2" 3" 1 1/2" OF 48/24. FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. 7"edge 10"field FIELD). m k a r c h i t e c t c o m C.O. a" C.O. Gypsum Wallboard 5d g / BATH 1 BATH 2 BATH 3 Hardboard 8d (see table 3.9) Particleboard Panels 8d (see table 3.9) 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT -'"'- 2" Diagonal Diagonal Board Sheathing SPACING INDICATED, EXPOSURE DURABILITYI,TWO SPAN MINIUMUM. 2"_ _ 2„_ -"'""---I•-"_ ---- I 4" 4� i ` 1 1"x 6"or 1"x 8" 2-8d per support 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED E XPOSURE 1 PLYWOOD AND SHALL BE NAILED 11/2"I 2" 1 11/2"1 2" 1 2" 1 1 2" 111/2" 11/2" 1"x10"or wider 3-8d per support (PER DETAIL 8) SINKFSINK LAV. I FLOOR SHEATHING _ 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. DW W WC. I Structural Panels F.A.I. ------I SHOWER 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. T LeungResidenc' 1"or less 8d 6"edge/12"field 1 1/2" 2" 1 1/2" 2" 2" 2" 3' 1 1/2" greater than 1" 10d 6"edge/6"field 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. Diagonal Board Sheathing 4001 Wells Road HOUSE CO. . 1"x 6"or 1"x 8" 2-8d per support 14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED TRAP 1"x 10"or wider 3-8d per support 15.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. Peconic NY 11958 CONNECT TO KITCHEN LAUNDRY EXISTING BATH 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. SCTM# (1000-86-01-9.4) APPROVED 1 Nailing requirements are based on wall sheathing nailed 6"Dn-center at the panel edge. If wall sheathing is nailed SANITARY 3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. SYSTEM BASEMENT be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS INCLUDING SOLID BLOCKING IN FLOOR SPACES. 19.ALL BEARING WALLS SHILL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. PLUING RISER DIAGRAM 1 Sca-le-MN: .T.S. 20.ALL WOOD IN CONTACT VITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED, PT. 21. FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED FASTENER. Code Sheet STEEL 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. 4. ALL COLUMNS ARE TO3E BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE PLANS. SCALE:As Noted 5. 1/2"WEB STIFFENERSNRE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN SUPPORTS. 6. ALL WELDED CONNECTONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC STANDARDS. 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. A-002 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. © 2019 Meryl Kramer Architect All Rights Reserved EXIST.COVERED PORCH EXIST. Issue Date: Set: UINIIN(U 10/12/18 Client Review 11/7/18 Client Review 12/21/18 Client Review 2/13/19 Pricing 3/28/19 Addendum#1 EXIST. MUDROOM 9 PERMIT EXIST. BEDROOM O _XIST. Oa ITCHEN EXIST. LIVING EXIST.GARAGE EXIST. CLOSET EXIST. BATH �EEtED ARC n L KR 9>� � 802 �Q4� EXIST. DINING EXIST. ENTRY OF NEW EXIST. BATH EXIST. BEDROOM A-200 -� A-400 Drawing Legend: EXIST.COVERED PORCH / Wall To Be Removed EXISTING First Floor Plan / t 1A Scale: 1/8" = 1'-0" ( e r 1 Wall To Remain 1 New Wall i New Foundation Wall ——————— Lines Above j I ------------ Lines Below -----•—•— Guidelines -,--- - ----��r - --- -- Y EXIST. COVERED PORCH — — — -- Fence EXIST. _ - -' / I I I NO CHANGE I O I -- -' DINING ( 101 Door Tag I NEW ' STONE 1 REPAIR/REFINISH INEW RE-LOCATED TREE \ OUTDOOR I PATIO WOOD FLOOR 101 Window Tag - - i i 1 . SHOWER - -- -----�-----------1----- ---- r j SheSectet A XXX �x L Detail Tag EXIST I x S \�Xy Elevation Tag \ EXIST. MUDROOM I �� NO CHANGEx x<6> x Interior Elevation Tag I II I DW x EXIST. BEDROOM NO CHANGE I ' RECYCLE ° II I TRASH I I r� CREPAIR REFINISH - - - - s WOOD FLOOR BOARDS MICRO ;; - - - - THIS LOCATION t 7,77,777777>1 Jlt� I - - - - DW ` - - - - F"' KI I I� I ' �'/ I M E R Y L K R A M E R EXIST. LIVING a r c h i t e c t - - - - - - I REPAIR/REFINISH ° I RENOVATED WOOD FLOOR KITCHEN I 213 EAST FRONT STREET REPAIR/REFINISH REF. EXI NoT CGA RAGE WOOD FLOOR NEW \��. POST OFFICE BOX 6 8 3 - 42"x8011EXIST. CLOSET \��. �� G R E E N P O R T, N Y 1 1 9 4 4 UNEXCAVATED- NO CHANGE �1- 6 3 I 4 7 7 - 8 7 3 6 GARAGE ABOVE ° o I NEW FLUSH THRESHOLD EXIST. BATH NEW SHELVES TOB TO TERMINATE NO CHANGE m k a r c h i t e c t c o m NEW SUPPLY DUCT COORDINATED WI H [_ - - - I REFINISHED FLOORING LOCATION TO NEW I OWNER IN FIEL � UNFINISHED BE . BASEMENT BEDROOM IF REQ'D __ w NO CHANGE ° I RE X ° I ox 3'-6 NEW r7xxA,xx//. V CASD \ OPENING Leung Residence -- EXIST. Fs� ° ° 4001 Wells Road UP Peconic NY 11958 SCTM# (1000-86-01-9.4) 7_7 77777�1 77777=7 EXIST. DINING EXIST. ENTRY NO CHANGE NO CHANGE EXIST. BEDROOM UP EXIST. BATH - 1 NO CHANGE :EXIST.E NT WALLS&CE G o EXISTING/PROPOSED Basement Plan Scale: 1/8" = 1'-O'I EXIST. First Floor Plan EXIST. COVERED PORCH SCALE:As Noted 16 �PR0 POSED FirstFlor Planle: 1/4" = 1'-0" A- 1 01 © 2019 Meryl Kramer Architect All Rlghts Reserved Issue Date: Set: 10/12/18 Client Review 11/7/18 Client Review 12/21/18 Client Review 2/13/19 Pricing 3/28/19 Addendum#1 8/6/19 PERMIT F1 L - J L 0 — — — — — v OPEN TO BELOW EXIST. BATH ,�; EXIST. BEDROOM EXIST.STORAGE L CATHEDRAL CEILING .A EXIST. \5-(ERE� / \ DN C7 �Y LK 7 - - - 1 � - - - - - CLOSET .,e EXIST. FAMILY ROOM 3 __ 00 EXIST. BEDROOM - - - I- � F � OF NEWS® EXIST. BATH w Drawing Legend: r_7_7_7___; Wall To Be Removed Wall To Remain New Wall EXIScaleTING Seco1_0nd Floor Plan New Foundation Wall 2A ——————— Lines Above ------------ Lines Below ------- — Guidelines — — — —- Fence 101 Door Tag SINGLE SINGLE HANGING NEW HANGING 101 Window Tag A 401 CLOSET WINDOW N CLOSET SEAT Axxx —� Section X, �— Sheet A-XXX / 63" KNEE WALL I 3 x Detail Tag 1\ E I I NEW 40"x(+/-5A'I) 52"x(+/-58") I SEE A-403 I A-403 SEE A-403 NEW SHELF TOWEL BARS — J x I Axxx Elevation Tag w �- - - - � Ix w II - - LINE OF — - - - - - - - - - - - - x x I — — — — — Interior Elevation Ta LINE OF 8'CLG.SPLAY 1_ c=n __'CUG FLAY 9'CLG.SPLAY �- —OPEN TO BELOW O g — — — — — — — — _J x a_. BEDROOM #2 EXIST. BEDROOM —BATH #1 ° Iff7 TI E FLOOR r NEW jR I '—LINE OF EXIST, WALLS BEDROOM #1 I TUB --� I TO BE REMOVED NEW WINDOWS IN EXISTING R.O. -- ERSEN 400 SER w/ AND S MULAT(ED SASH IES)CX245 1 I o ° � NEW FROSTED GLASS DOORS - �• - CONTRACTOR TO VERIFY 72"x80" �' UNIT FITS INTO EXISTING R.O. A-403 ` �- M E R Y L K R A M E R a r c h i t e c t �St• CATHEDRAL CEILING 2 LINE OF 8'CLG.SPLAY — — — — — — — — L DN 2 13 EAST FRONT STREET = EXIST. EXIST. POST OFFICE BOX 683 EXIST.CLOSET G R E E N P O RT, N Y 1 1 9 4 4 NOODLE'S 6 3 1 - 4 7 7 - 8 7 3 6 I SHELF SEE A10 03 DOUBLE CL. I00 1 I 30"x80" I EXIST. BEDROOM m k a r c h i t e c t c o m CLOSET HANGING EXISTING –Iw-" ° _ _ NEW I NEW _ LOUNGE -__ _ � ' BATH #31 RELOCATE � WINDOW WINDOW C° { TILE ELOORI N SEAT SHELVING SINGLE SEAT N HANGING ° LINE OF 9'CLG.SPLAY BATH #2 — — — — — — — — — TIL'E FLobR— SHOWER LINE OF 9'CEILING SPLAY — 011x80" — - - — A, CLOSET RLOCATED— — Leung Residence DOOR 4001 Wells Road I Peconic NY 11958 5'WALL HEIGHT 5'WALL HEIGHT SCTM# (1000-86-01-9.4) I 3'-4" I SHOWER I NEW I I WINDOW , IBENCH SEAT N / Second Floor Plan A-402 NEW WINDOWS IN EXISTING R.O. ANDERSEN (400 SERIES)WDH 2036 TEMPERED GLASS Existing & Proposed CONTRACTOR TO VERIFY UNIT FITS INTO EXISTING R.O. SCALE:As Noted 2B PROPOSED Second Floor Plan Sca I 1/4" = 1'-0" A- 1 0 2 © 2019 Meryl Kramer Architect All Rights Reserved � t ® e Issue Date: Set: NDS FLOWELL 10/12/18 Client Review FOR SHOWER DRAIN 11/7/18 Client Review SET 10'-0" MIN. FROM HOUSE NEW S.S. 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POST r DWELLING DWELLING L SEE (1/A-200) FOR SPACING SET IN CONC. SURROUNDING M E R Y L K R A M E R CEDAR OUTDOOR SHOWER DOOR 36” MIN BELOW GRADE a r c h i t e c t w/HEAVY DUTY SPRING LOADED HINGES ON 8" MIN. OF 3/4" CRUSHED STONE BASE 1" LAYER OF MEXICAN BEACH PEBBLES 2 13 EAST FRONT STREETTAPERED MAHOGANY CAP PITCH TO DRAIN LEFT TO WEATHER POST OFFICE BOX 683�1`" GRADE'ipNEW BLUESTONE PATIO 6 3 1 4 7 7 8 7 3 6a m k a r c h i t e c t c o m HOOKS 1x6 CEDAR SIDING I o o LEFT 0 WEATHER ----- - ---- - - - 11/2" THICK PAVING STONE_3/8"x4" STEEL EDGING— FIELD WELDED STAKES 1" SAND LEVELING BED Leung Residence 6" RCA COMPACTED 4001 Wells Road Peconic NY 11958#5 REBAR STAKED @ CORNERS 24" DEEP —3/811 NATURAL GRAVE SCTM# (1000-86-01-9.4)WELDED TO EDGING 4" PERFORATED DRAIN PIPED TO DRYWELL 4x4 CEDAR POST SET ON 10 SONO TUBE Outdoor ShowerLEFT TO WEATHER F 7= GRADJ Scon1Deat1-OdShwr SCALE:As Noted ...... 1- Sc ale. /20oI I I I I I 1 I I I I I I I I I I I I I I I I I i I I I I I I I I I I A-200 i I I I . - I I 2 �eS� Ele�ati�n South Elevation East EleValo2019 Meryl Kramer Architect 3/4 = 1-0" 3 Scale: 3/4" = 1'-0" 4 Scale: 3/4" = 1'-0" AIIRightsReserved ' ' Issue Date: Set: Client Review 11/7/18 1 ent Review 12/21/18 Client Review 2/13/19 Pricing 8/6/19 PERMIT ----------------- SHELVES BIANCA CARRARA--- 3X6 TILE BACKSPLAS oo PANEL READY PANEL READY LE STING TO BE RELOCATED PATCH &REFINISH WOOD FLOOR BRIDGE FAUCET ROHL PERRIN &ROWE w/LEVER HANDLES BAR FAUCET 3 A-400 1 POLISHED NICKEL POLISHED NICKEL KOHLER VAULT Dramillng Legend: UNDER-MOUNT SINK KOHLER VAULT Wall To Be Removed 2 MODEL#K-3821-4 UNDER-MOUNTSINK Wall To Remain Guidelines Fence CUSTOM WinclowTag DW PTD. HOOD _j CROWN MO-DING TO,MATCH EXISTING w/HOOD LINER VENT z 1 —1 Section X, LU Wx� /711\ r7l i Detail Tag RECYCLE TRASH W LI A CARRARA-- J, X, Z—leLBIANC Elevation Tag x x Interior Elevation Tag )��T^ WOOD FLOOR DS 01 <e> THIS LOCATION goo 0000 CASING & BASE TRIM TO MATCH EXISTING MICRO L - - - - - - - - - - DW\ JAN POCKET DOOR 36' RANGE DOORTD TOWET BARK4 | UDROOK4 / Partial Floor Plan (Kitchen) n le lev�g?n Kitchen) 2 13 EAST FRONT STREET CA POST OFFICE BOX 683 NEW ------CARRARA COUNTERT0 42 x80"' w/WATERFALL SIDES r070 1001 NEW SHELVES TO BE`_� 4" MICRO. : 2 Leung Residence COORDINATED WITH FIXED PANELS 4001 Wells Road OWNER IN FIELD/ Peconic NY 11958 18"TRASH 24" DW PANEL READY ____- i (island) Scale- 1/2" = 1-0" NEW CAS�-K����� || || OPENING || U N || APPLIANCE SCHEDULE ----(Appliances by owner U.N.O.) Proposed LOCATION QUANTITY E RE/ ITEM MANUFACTURER ITEM NUMBER KITCHEN SCALE:As Noted Partial Floor Plan (Kitchen) 12 Dishwasher 24" Panel read dishwasher l3osqLqHV68T53UC Panel ready— A Scale: 1/2" T-0" Hood 34" Pro hood liner 341912 Refrigerator 36" RefrigeratoqFreeizeryv/ internal dispenser& ice maker Sub Zero/Bl4UFD/S/PH Panel ready 1 Wine Refrigerator Re-use existing 24" undercounter Provide new panel to match cabinets— S al Stainless Steel A-400 1 Range 36" Dual Fuel Range Wolf /PF366- 6 Burner-Confirm knob color w/ owner ^ @2O19Meryl Kramer Architect Issue Date: Set: 10/12/18 Client Review 11/7/18 Client Review 12/21/18 Client Review 2/13/19 Pricing 8/6/19 PERMIT L/( DOOR &TRIM i TO MATCH EXISTING 'A - T- -- 3x6 SUBWAY TILE - L- 1 1 _ : L-. i - 1 1 I J 1 1 - -? -F-- -1- - L - -r - --L- -' 3x6 SUBWAY TILE 2 �- BY OWNER -f-I �--j , t �� -� L r 1 - 1 1 ,-i- WHITE F NEW ©� NEW SCONCES - _ WHITE _ - L__ !- - - -1L-�._. t_ .. -1 7. - L TO MATCH EXISTING(TYP.) -- 1- _L j r 7 1 I: L I T_. L 1_ L L i_ i I �- -, � � I I L - DOOR CASING TF � �� � '- T -i- -�-I-� �--_ Ji 3x6 SUBWAY TILE -- - -- -I I --1-6 -- _i I rte/ J - -L - I--Z -T - - -- -- I L - - 7-: / r FJ� WHITE - - - - I - %-T l - L °''. it - -I ` l-T - NEW RECESSED MED. CAB. I 1 , Je i } 1 - 1r L -T-,- ff 1 off - -�- -�- _T_I ROBERN MC2030D6FPR --- - -� -- \ - -! f I �- I r 1- - ra Legend: , o D wing Lege d• T - 1 - - O r - 1 z j- - 1-- -- __� Wall To Be Removed -- - --I lr !' •rs .L.r_.l_-_-- __-_.-1-_ I -I - __ _- _ 1_-•-_ -r_ r PTD.GWB / -- c� r 7 1_I -" L NEWPORT BRASS = Wall To Remain i-l I L I L �- J -- -j �- - NEWPORT BRASS-ASTOR r . T T - ? Z _ l ASTOR o 0 `J I -L -- -j �� - -- iWIDESPREAD LAVATOR FAUCET r POLISHED NICKEL v New Wall T- T r JfJ, T r , 7 7L-1-11- MODEL# 910 - 1 I - - - 1 ~ J ,` C� J l � . L _ r' r T - L--' + New Foundation Wall _ r , NEW TOILET ( ) -� fr z - - Tub Shower Trim Set ------ TOTO ULTRAMAX II POLISHED NICKEL O _ _! i_ L / 3 - Lines Above Z_T_ 1 IJf;;'fr MS604114CEFG#1 . _ _ fT L - (3 9126P) z -, --- -- SHAMPOO NICHE 1 I / \ i frir / \ / 1 i 1 I w/CARRARA � _- I j f� _ � o r- i I 1 -j � Diverter c7 - Lines Below TOWEL BAR I I TOWEL BAR TOWEL AR J r - co w JAMBS&SHELF - I /%.. -(3-343) J r l r f I CARRARA COUNTERTOP 1 I I -----_-__ Guidelines I /: 1 co Hand Held - - - - LE 280H Fence J16 / �/ rKOHLER-LADENA SINKS / gw NEW %f/��'j /r \ P / MODEL#(K-2214-0) 1 z 101 DoorTa TUB f Jf rl l \ / / -- - - 0 f� fL z I I 4 A-402 2 - - ;r% ra. 6"x12"BIANCO CARRARA ¢ 101 M I I TILE BASE(TYP.) O Window Tag POCKET DOOR DOOR TO HALLWAY M —_ _ -_ — _ TO WATER CLOSET 6�-011 Axxx � Section X, El_ Sheet A-XXX NEW VANITY BY OWNER SHAMPOO NICHE _ - XX(A Xj-I� Detail Tag BATH #1 1A Interior Elevation - (Bath #1 2 Interior Elevation - (Bath #1 3 Interior Elevation - Bath #1)Sc 1 2" = 1'-0" Scale: 1 2" = 1'-0" " m / / Scale: 1/2 1-0 ' NEW 18"x18" Q Elevation Tag BIANCO CARRARA TILE FLOOR O v HONED FINISH (TYP.) � x xxx Interior Elevation Tag 1A x x FUR OUT EXISTING WALL x NEW TUB KOHLER-ARCHER A 402- 2 2". MODEL# K-1125-LA-0 --- 3 1 m - ---- Q - - -- - - - o I TI - I-r O w -f SLOPED CEILING _ LINE OF DOOR BEHIND_ . i --� -- i 1� r I -I L I--- - PTD.GWB o ' - -- - --- -- 3x6 SUBWAY TILE T I J WHITE T i L-[ I L- _� - -� - - I NEW PTD. BUILT IIN v. . 1- - - - SHELVING M R L_ - 1_— �__ ' E R Y L K R A M E - - -r---I -I-L—� a r c h I t e c t PTD.GWB Tr I _ , l - ,' '� 213 EAST FRONT STREET ----- - - 1- - - ---- .. POST OFFICE BOX 683 . r - I - -J 1 Z - 24"TO - - NEW TOWEL BARS ILL ASTOR GREENPORT, NY 1 1944 NEWPORT BRASS- ,-1 - - T----,-- �- I L_I 6 3 I - 4 7 7 - 8 7 3 6 _ C? cn 40 TOTAED(NICKEL _._T -L-I.1 --! r -- -Z i_I-L I_I_ 1 _! l i m k a r c h i t e c t c o m A Partial Floor Plan (BATH #1) 3 I O f NEW TUB • \ l KOHLER-ARCHER r 1 MODEL#K-1125-LA-0 i I Leung Residence 4001 Wells Road Peconic NY 11958 Interior Elevation - Bath #1) Interior Elevation - Bath #1 SCTM# (1000-86-01-9.4) 1B Scale: 1/2" = 1'-0" 4 Scale: 1/2" = 1'-0" Interior Elevations Proposed SCALE:As Noted A-401 © 2019 Meryl Kramer Architect All Rlghts Reserved Issue Date: Set: 10/12/18 Client Review 11/7/18 Client Review 12/21/18 Client Review 2/13/19 Pricing 8/6/19 PERMIT -� PTD.GWB TILE NOTE: _-12x24 BIANCA CARRARA HONED FLOOR & WALL TILE COURSING TO ALIGN WALL TILE (TYP.) CONSULT W/ARCHITECT IN FIELDNEW PTD.WD BUILT-IN 5/4 PVC WINDOW JAMBS j FF SHELVES&CABINET NICHE, ` I --*—CASING � I NEWPORT BRA - SS A T TO MATCH EXISTING TYP. ASTOR �-- LINE OF WALLS TO BE REMOVED(TYP.) \ j SHOWER FIXTURES POLISHED NICKEL EXISTING - Shower N ' � Trim Set WINDOW NEW 24"TOWEL BARS DiverterF070 NEWPORT BRASS-ASTOR' MODEL#(13-02)Lj -(3-343)O Hand He POLISHED NICKEL ld NEW 3 x6 --- i 1 _ o O BIANCO CARRARA TILE FLOOR f-6X12 BIANCA CARRARA------, \ (280H) I \ HONED I I HONED FINISH(TYP.)i I I NEW SHOWER BENCH _�_ — I STONE TILE BASE(TYP.) l — ---- ---- I 6 I ��— I — - CARRARA SLAB TOP ,— l --- X -- - w/TILE FACE OFNE`N O J I • 8 A-402 6 I - M �r I + rJ O — — M DOOR 0 TO HALLWAY 1-6 LU _ 4 A 402 2 7A 3A j 3g Interior Elevation - (Bath #2) DrawingLegend: 5 i/ 6'-8 3/4° 5 ij 5'-0° Interior Elevation - Bath #2 Interior Elevation - Bath #2 Scale: 1/2" = 1'-0" �—- — _ _ _ Wall To Be Removed ( ) 2 ( ) Wall To Remain Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" New Wall 2 �� 1 New Foundation Wall /�T u A74 2 BA I X12 ( 6 ——————— Lines Above 8 __ �J IN EW 18"x18" j r, ------------ Lines Below BIANCO CARRARA TILE FLOOR 7B I I --------- Guidelines HONED FINISH (TYP.) — — — —- Fence SHAMPOO ICHE i I 101 Door Tag I c-I 'rtf;6`f r',fi"`fr.� r f/,f f!•^'`'r'.� F% .. jr,;i�f,r I i`//,✓,fr r;s,r;'%' '! f' p BUILT-IN / f f/ f// ✓� /! r. , rI , , r rrf r'/ PTD.GWB f O Window Ta ii >iii°�r frr BIANCO CARRARA i '. o rr , f, 101 SHELVING f ; °r 1 2 PENCIL MOULD OPENING TO BATHROOM f / / - /` rr rj/�'t x Section X, N ✓/r,✓ �f t"',F,'%', ,'J�•`i.. F,''/r-, r r, 12x24 BIANCA CARRARA , fir, r r; rfi/ ! ' ' ' / °/ f r�i./fr r "//!f;• " rr '/✓ Sheet A-XXX SHOWER FLOOR r ,° WALL TILE HONED(TYP.) ----- - - -- �, r, >< r; ',r°!� ; NEW SCONCE B NEW 3x6 BIANCO CARRARA TILE f ✓' SUR OUT \i\ i/'. /' ! BY OWNER ';f; , .i r/ ' x g XISTING WALL HONED FINISH (TYP.) f'%�-/' � Detail l Ta WALL LOCATION T.B.D. /! f. ✓ } ',rid, � ' �✓''.'� J r r, r r r` / FRAMELESS GLASS PANEL 'r Ll COORDINATE w/ARCH. IN FIELD / r. nuy'=; 4 A-402 2 //f 'r`fl ✓r ,. ' :' '.,';4 I f �j� xx AFTER DEMOLITION �'% r, ! Elevation Tag r r'/ /% —NEW RECESSED MED.CAB. r. SHOWER FLOOR Mfr / fi;' k ffi fs x r ;/ / ROBERN MC2440D6FPR PTD. GWB x x Interior Elevation Ta B , -1 NEW 6x6 BIANCO CARRARA TILE /�;� ,,1 —_ — NEWPORT BRASS-ASTOR / ALIGN W/TILE COURSING O g HONED FINISH (TYP.) ,`%r, /✓, TOWEL HOOK ;- _ _..._ f';/i'f,�'/EN/ NEWPORT BRASS-ASTOR flY; j ;f' %%1j/;' x/' WIDESPREAD LAVATOR FAUCET31/ 6'-61/4" 31/2" ;'f fSTONE ENCH % - -,- --, ( ) ' NEW�O E MODEL# 910 rr /' POLISHED NICKEL `X',,Z"OPENING TO SHOWERif,f. NEW 2X4 STUD WALL r d CARRARA HONED f '/� CARRARA -HONED TOTO ULTRAMAX II ,,, EACH SIDE OF SHOWER MS604114G�EFG#1 THRESHOLD CAP&JAMB KOHLER-LADENA SINK MODEL#(K-2215-0) _ '�/,,%;�ji!r°,ff°f%�/` \ / � �r,.�r';^`' ���%�''�j j,///,r`L✓�,`s.j��', `�ll�i� g M E R Y L K R A M E R a r c h it e c t 4'-0" NEW VANITY BY OWNER 16 nterlor Elevation - (Bath # 213 EAST FRONT STREET Scale: l/2" = 1'-0" POST OFFICE BOX 683 Interior Elevation - (Bath #2) Interior Elevation - (Bath #2) 4 Scale- 1/211 = 1'-0" GREENPORT, NY 11944 3A Scale: 1/2 1-0 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m NEW BIANCA CARRERA HONED Leung Residence 3X6 WALL TILE(TYP.) [j - ALIGN JOINTS w/ FLOOR TILE s PTD.GWB =► NEW SCONCE 4001 Wells Road I BIANCA CARRERA BY OWNER NEWPORT BRASS AsroR Peconlc NY 11958 1/2" PENCIL MOULD TOWEL HOOK I. PTD.GWB SCTM# ( 000-86-01-9. ) 1 4 - — SHAMPOO NICHE \ DOOR CASING w/CARRARA JAMBS j NEW RECESSED MED. CAB. j SHAMPOO NICHE \ B w TO MATCH EXISTING ❑ ( ROBERN MC204OD6FPR 1 /- STOR ALIGN TILE COURSING 1 NEWPORT BRASS -A W / FRAMELESS GLASS SHOWER FIXTURES FSHOWER ENCLOSURE M POLISHED NICKEL Set - NEWPORT BRASS ASTOR TED - -9146 �—WIDESPREAD LAVATOR FAUCET �e� GLASS MOUNTED Shower Trim TOWEL BAR ) _ 2,O„ (3 PMODEL# Dia 343 0 0 _ POLISHED NICKEL Interior Elevations 00 PTD.GWB. Ha Held Tr + �. Hand H O ~ l NEW TOILET - -(280H) TOTO ULTRAMAX II l J MS604114CEFG#1 Proposed osed CARRARA / p -6X12 BIANCA C f KOHLER-LADE NA IN - HONED SINK 0 CARRARA SLAB MODEL#(K-224-0) STONE TILE BASE(TYP.) \ THRESHOLD CAP \ / SCALE:S .ASNoted DOOR TO NOODLE'S BEDROOM 2'-6" NEW VANITY BY OWNER ` A-402 5 Interior Elevation - (Bath #3) 6 Interior Elevation - Bath #3) 7A Interior Elevation - (Bath 03 76 Interior Elevation - (Bath #3) Interior Elevation - (Bath #3) Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" 8 Scale: 1/2" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 10/12/18 Client Review 11/7/18 Client Review _ 12/21/18 Client Review 2/13/19 Pricing 19 PERMIT 10" DEEP PTD.GWB SHELF PTD.GWB WALL&CEILING FINISH(TYP.) 0 10:' DEEP PTD.GWB SHELF o — co ------------. _ - � ,___________ __---------- r _----- � I .( - _ - - ,�._ - .. � � - � � � .' .. � 1 l, � x.11' .. r .:I •TWIN BED ' TWIN.BED TWIN BED . 1 SHELF R ED A —WALL BASE TRIM ��`� ��fr K : TO MATCH EXISTING(TYP.) id =-------=- --- -- - ------------- - - - --- ---- ---- -- - l 0 BEDROOM #1 --� �� "�"'� 1 Interior evation (Bedroom #1 1 Scale: 1El /2" = " A-403 DOOR&WINDOW CASING Drawing Legend: 2 ___- _._ - __-.--_- --_ TO MATCH EXISTING(TYP.) nterior Elevation - Closet #1 r=____; wall To Be Removed TYP. ).1 ScCa e: 1/2" _ 1'-0" Wall To Remain - CLOSET#1 - New Wall \/ New Foundation Wall — ———- - — Lines Above . . GWB WALL&CEILING FINISH NP. / ( ) ------------ Lines Below . �PTD i " j — — — — — Guidelines 10"DEEP CLOSET#2 \ — — — — PTD.GWB SHELF j \ RTD.G1N6 _ - Fence - /NEW FRMELESS \ SHELF 101 FLUSH PANEL DOORS \ " O Door Tag -- x -PTD:TOM TCH.WALL _- ----- ---=-- --- SHELF" O BEVEL BASE RIM AS.REQ. 101 PTD.WD PTD.WD \ \. . ROD O Window Tag N BENCH -- BENCH cv PTD.WD O- .O PTD.WD " --: SHELF - .BENCH' \ �. BENCH � ' . � _ — Axxx —� Section X, w/DRAWER - \ �, w/DRAWER = SheetA-XXX C? M SHELF . \ WALL BASE TRIM '- — = x Detail Ta / \ / -TO MATCH EXISTING (TYP.) \ " IN r g IL J Elevation Tag DOOR TO CLOSET DORMER DOOR TO CLOSET DORMER 0 SEE(2A/A-403) OPENING SEE(2B/A-403) OPENING x x x Interior Elevation Tag Partial Floor Plan (BEDROOM #1) Interior Elevation - Closet #2 xxx A Scale: 3/8" = 1'-0" Interior Elevation - (Bedroom #1) 2B Scale: 1/2" = 1'-0" x 2 Scale: 1/2" _ 1'-0" M E R Y L K R A M E R a r c h i t e c t 213 EAST FRONT STREET POST OFFICE BOX 683 GREENP0RT, NY 1 1944 SHELF . ' 6 3 I - 4 7 7 - 8 7 3 6 ROD m k a r c h i t e c t c o m - -- PTD.WD BENCH - ----- N O N L SE�IES� CL S T# SH L I Leung Residence 4001 Wells Road Peconic NY 11958 �,�,.. I I�, Interior Elevation Closet #3 r >'f:, 1,; ,�;,' > .rl PTD.GWB 3A ,1.• `s (i/! `" %I III Scale: 1 2 = 1 ,, • ,;;/•; I , rr r II SCTM# 1000-86-01-9.4 SLOPING CEILING / -O ) .l ,"1 r`rr I ;,,r, J.� ,�I.•,>.":;..•.Jif IMI ' l r > - . - J I'l I � �j>>O� 1 I ✓� { IIS ' BEDROOM #2 I A-403 :SHELF Interior Elevations I - / ��1� f NEW FRAMELESS ROD I .O O ! / Tb.'.WD BE CH Fes'"'f: O O // ,. N r,ii/ FLUSH PANEL DOORS --- I I ; ` '`•�'" >`f %, ! 'ii ' . PTD.TO MATCH WALL ------ \ `'✓!/_,f/;; BEYOND 'f,!lir�'%f BEVEL BASE TRIM AS REQ. _ Q Proposed • - I'�`�,,5>�T,��,,�`?L�"�`�`�>i / .. SCALE:As Noted \` DOOR TO CLOSET SLIDING DOOR TO CLOSET SEE(3A/A-403) SEE(3B/A-403) Interior Elevation - (Bedroom #2) Interior Elevation - Closet #4 Partial Floor Plan (BEDROOM #2) scale: 1/2'I = 1'-0" 3B Scale. 1/2" = 1% 03 Brl _ r II 3 Scale: 3/8 — 1-0 © 2019 Meryl Kramer Architect r All Rights Reserved Issue Date: Set: 12/21/18 Client Review Electrical Legend 2/13/19 Pricing 8/6/19 PERMIT Single Pole Switch t3 Three Way Switch $4 Four Way Switch Id Switch With Dimmer Tl Door Jamb Switch Duplex Receptacle Outlet Quad Receptacle Outlet Duplex Recep.Switched Outlet Appliance Receptacle Outlet =3Q�220v 220 V Receptacle Outlet C7 �yYL K - — ------- -- - - `-'GFI GFI Duplex Receptacle Outlet AWP Weatherproof Duplex Receptacle 2 Outlet 'y')• 02 Q� O R ® Duplex Receptacle Floor Outlet NEW ;07 U Waterproof Ceiling Fixture WP _ — RELOCATE J-BOX FOR CHANDELIER Recessed Ceiling Fixture - - - - - - ' -- - _ _ CONFIRM LOCATION W/CLIENT '�- Recessed Wall Washer .-�• ,N � � ' 3 XISTING Surface Mounted Ceiling Fixture Drawing Legend: V/"— Surface Mounted Box for Hanging _ _ r Wall To Be Removed P Pendant Wall To Remain - " - _ _ - New Wall Wall Mounted Fixture New Foundation Wall A A ——————— Lines Above �>Wp Waterproof Wall Mounted Fixture Ines Below M co Telephone Jack Guidelines Fence f L i vJ TV Jack-CAT6 cable 101 \f ( P Door Tag AI 1 I I 11 11 • \/ Computer Network Jack N O Window Tag 1 II � - - - - -� I � - - - 101 1 1 i A.� 1 � 1� � I, ' A A REPAIR/REFINISH Thermostat Axxx Section X, - - - - s 1 'WOOD FLOOR BOARDS 7 1 ; THIS LOCATION - Sheet A XXX ` Cable Connection 1 I I 1 py Detail Tag I I I I `v L 1=7p <SC> Smoke/Carbon Monoxide Detector A [A] Alarm Key Pad Elevation Tag CV ® Floor Mounted Up-Light x " u x xxX x Interior Elevation Tag ^ A 1'-0" A" /Y ® Exhaust Fan x =- -- - _ Recessed Step Light o NEW FLUSH THRESHOLD Cabinet Fixture i TO TERMINATE REFINISHED FLOORING Undercabinet Light Central Vacuum AF N Wall Mounted Speaker 3'-6" M E R Y L K R A M E R Ceiling Fan a r c h i t e c t L/\I I - 213 EAST FRONT STREET POST OFFICE BOX 683 Fixture Schedule: GREENPORT, NY 11944 HALO H36LVICAT Housing 6 3 1 - 4 7 7 - 8 7 3 6 A w/HALO H3012 square adjustable baffle white trim kit m k a r c h i t e c t . c o m HALO H991CAT 4" recessed downlight, B line voltage incandescent w/993 4"coilex baffle;white LED Retrofit LT4 Trim ® Fantech-Fan light PB 110 L Leung Residence 4001 Wells Road Electrical Notes: Peconic NY 11958 Note#1 Verify existence and functionality of SCTM# (1000-86-01-9.4) existing outlets. Update as req.to CONFIRM FUNCTIONALITY OF EXITING OUTLETS& FIXTURES meet local &state code. THIS AREA Note#2 Coordinate wiring for undercabinet REPAIR AS REQ. lighting with CABINETS PLUS. Note#3 Switches to be installed @ 48"to top of switch a.f.f.or as noted on elevations. Note#4 Provide dimmer switch for all lighting First Floor Electric Plan fixtures. Location TBD in field. Note#5 Height of switches&outlets above countertops to be coordinated with architect for tile layout Note#6 Outlets to be located horizontally, centered in baseboard. Note#7 Decorative light fixtures to be purchased by owner.U.N.O. SCALE:As Noted &FFloor Electric Plan Scale: 1/4" = 1'-0" E- 1 01 © 2019 Meryl Kramer Architect All Rights Reserved 1 Issue Date: Set: 12/21/18 Client Review Electrical Legend 2/13/19 Pricing 8/6/19 PERMIT Single Pole Switch t3 Three Way Switch $4 Four Way Switch Td Switch With Dimmer Tl Door Jamb Switch Duplex Receptacle Outlet Quad Receptacle Outlet Duplex Recep.Switched Outlet ��REp AR ® Appliance Receptacle Outlet 'f L K =19�220v 220 V Receptacle Outlet GFI Duplex Receptacle Outlet �A =:lQrwP Weatherproof Duplex Receptacle X06, X24802 ®� Outlet �� NE'N ® Duplex Receptacle Floor Outlet Waterproof Ceiling Fixture WP Recessed Ceiling Fixture Recessed Wall Washer } Surface Mounted Ceiling Fixture Drawing Legend: -( }- Surface Mounted Box for Hanging __ Wall To Be Removed P Pendant Wall To Remain K - Wall Mounted Fixture New wall New Foundation Wall WP Waterproof Wall Mounted Fixture ------- Lines Above ------------ Lines Below Telephone Jack — — — — — Guidelines �1 — — — —- Fence �I l I vJ TV Jack-CAT6 cable ios DoorTag Computer Network Jack Window Tag Thermostat Axxx —I Section X, TO _ Sheet A-XXX B B EXISTING Cable Connection 1 - FIXTURES x Detail Tag v 1 � <S0 Smoke/Carbon Monoxide Detector - - - x [q] Alarm Key Pad Elevation Tag 17777777 Floor Mounted Up-Light x xOx Interior Elevation Tag Exhaust Fan _ x ` B O Recessed Step Light Q Cabinet Fixture Undercabinet Light Central Vacuum SP Wall Mounted Speaker M E R Y L K R A M E R Ceiling Fan a r c h i t e c t I LL / 1 / O I / B / I B` ' 213 EAST FRONT STREET Fixture Schedule: POST OFFICE BOX 683 / GREENPORT, NY 11944 B \ HALO H36LVICAT Housing 6 3 1 - 4 7 7 - 8 7 3 6 A w/HALO H3012 square adjustable baffle white trim kit m k a r c h i t e c t . c o m , HALO H991CAT _ 4" recessed downlight, \ B line voltage incandescent / w/993 4"coilex baffle;white LED Retrofit LT4 Trim \� ® Fantech-Fan light PB 110 L Leung Residence -- - 4001 Wells Road Electrical Notes: Peconic NY 11958 Note#1 Verify existence and functionality of SCTM# (1000-86-01-9.4) existing outlets. Update as req.to meet local &state code. Note#2 Coordinate wiring for undercabinet lighting with CABINETS PLUS. Note#3 Switches to be installed @ 48"to top of switch a.f.f.or as noted on elevations. Note#4 Provide dimmer switch for all lighting Second Floor Electric Plan fixtures. Location TBD in field. Note#5 Height of switches&outlets above countertops to be coordinated with architect for tile layout Note#6 Outlets to be located horizontally, centered in baseboard. Note#7 Decorative light fixtures to be purchased by owner.U.N.O. SCALE:As Noted 1 Second Floor Electric Plan Scale: 1/4" = 1'-0" E- 102 • © 2019 Meryl Kramer Architect All Rights Reserved s