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HomeMy WebLinkAbout37930-Z Q�SUFE�t,��dG Town of Southold Annex 3/26/2014 g P.O.Box 1179 54375 Main Road o r, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36823 Date: 3/26/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 225 Hippodrome Dr, Southold, SCTM#: 473889 See/Block/Lot: 66.-2-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/3/2013 pursuant to which Building Permit No. 37930 dated 4/11/2013 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 ADDITIONS, INCLUDING A RECREATION ROOM IN BASEMENT, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA#6389 DATED 12/02/10. The certificate is issued to Wren,John&Wren, Sharon (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0011 10-30-2013 ELECTRICAL CERTIFICATE NO. 37930 12-16-2013 PLUMBERS CERTIFICATION DATED 11-14-2013 George J. Berry Jr. Autho d Signatu o�SOFFot��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o . 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#: 37930 Date: 4/11/2013 Permission is hereby granted to: Wren, John & Wren, Sharon PO BOX 1568 Southold, NY 11971 To: Additions and alterations to an existing single family dwelling as applied for per zoning board of appeals decision #6389. At premises located at: 225 Hippodrome Dr, Southold SCTM # 473889 Sec/Block/Lot# 66.-2-32 Pursuant to application dated 4/3/2013 and approved by the Building Inspector. To expire on 10/11/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,034.40 CO -ADDITION TO DWELLING $50.00 $1,084.40 Building Inspector C 1"_I E DEC 202013 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT BLDG. DEPT. • TOWN HALL TOWN OF SOUTHOLD 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). J. 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/I0 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 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 ofOccupancy 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. t;c. Zy> 2A(3 _ New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: o2z/ 1+j ,p,pndpmS ON Vr_ �pt,�' 1 i0 �y House No. Street Hamlet Owner or Owners of Property: Z)h r) VV ren (Lnd- Suffolk County Tax Map No 1000,Section (D(P Block oC Lot 3�L Subdivision Filed Map. Lot: Permit No. - 3 9 3 O Date of Permit. q 11 z t 3 Applicant: <) Health Dept.Approval: V/ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final e y C rtiftcate: (check one) Fee Submitted: Nt z ,�w Applicant Signature *pF SO(/lyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA roqer.riche rt(a-town.so Litho Id.ny.us Southold,NY 11971-0959 �' � OOUNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Wren Address: 225 Hippodrome Dr City: Southold St: NY Zip: 11971 Building Permit#: 37930 Section: 66 Block: 2 Lot: 32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 60 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures 10 Smoke Detectors 7 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 9 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 7 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 44 Twist Lock Exit Fixtures TVSS Other Equipment: 200a overhead service, 3-exhaust fans, 2-ovens, 3-ARC fault circuit breakers Gentran transfer switch and 30a generator recpticle Notes: Inspector Signature: Date: Dec 16 2013 81-Cert Electrical Compliance Form.xls z co Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 'y�O� �a�� Telephone(631)765-1802 Southold,New York 11971-0959L D YJ BUILDING DEPARTMENT F J 0 1 TOWN OF SOUTHOLD BLDG.DEPT, TOWN OF SOl1TH01 D CERTIFICATION Date: Building Permit No. Owner: tSW /l� (please print) Plumber: �D .3yg"� f�'® (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. VKX L.LOPER Notary Public,State of New York No:O1L06070081 Qualified irl Suffolk oun ' Cpnmisal Expires L lumbers i tore) Sworn to before me this l5� day of &1 ; 20/ Notary Public, K-County � 7 �3 � of socou oy>a lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 "�l.1 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR v 5F SO(/1y�6 cOUNi'1 N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ ] F NDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( GH) [ ] ELECTRICA REMARKS: DATE Z INSPECTOR Of SOUjy�lo N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [Z] FO DATION 1ST [ ] ROUGH PLBG. ND ON 2ND ] INSULATION MIN G ] FINAL [ ] FIREPLACE & [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) Jf_ ,, REMARKS: DATE Z, INSPECTOR i �OF SOUK, cOUNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPON [ ] FOU ATION 1 ST [ ROUGH PLEIG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -el Ic.2�r DATE 1 INSPECTOR pF S0(/lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FIN [ ] FIREPLACE & CHIMNEY [/] FIRE E SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) N ` REMARKS: DATE I INSPECTOR o�aOF SO(/Ty� h �O • h0 cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ^ [ ] ELECTRICAL (FINAL) REMARKS: DATEf(3 INSPECTOR 0f SOUryo� TOWN O OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE i' 1 ��? INSPECTOR i pF SOUIyo� coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE i «' l INSPECTOR �(.� �o��OF SOUryolo ,eoo cOUNI'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IMAULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: as�__04 Jr Jor, t DATE �� `� INSPECTOR ` - ----------M, MA i M W MAR rr�-1- -- I _ ter ROUGH FRAMN PLUMBING IMM STATE ENERGY CiDDE We ------ADD . r i e WA 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3792 0 Check Septic Form _ N.Y.S.D.E.C. Trustees C.O.Application J/ Flood Permit Examined [ 10 ,20 Single&Separate Storm-Water Assessment Form Contact: Approved 41111 ,20 � 'J Mail to: Disapproved a/c Phone: Expiration Will 20� V uilding Inspec or APR - 3 2013 APPLICATION FOR BUILDING PERMIT Date ' ' 20j_�, ) BLDG.DEBT. INSTRUCTIONS T0�''I� OF�I OF-QUsHOLD a. This application MUST be completely filled in by typewriter or in inl( and submitted to the Building Inspector with 4 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 Pen-nit 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 the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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. S rdre of applicant or name, if a corporation) I U ��� � � ti Yt t� (Mailing address of ap ip cant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder T\fZs(./I I L I Fit/� Name of owner of premises (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House.Number Street Hamlet County Tax Map No. 1000 Section Block Q'� Lot b 12-1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed--eonstruction. r a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition l✓ Alteration l� Repair Removal Demolition Other Work (Description) 4. Estimated Cost � )ir(J ()F�0 Fee i (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Fronts• Rear Depth Height Number of Stories r Dimensions of same structure with alterations or additions: Front Rear �r r Depth /11 Height Number of Stories 7 8. Dimensions of entire new construction: Front Rear Depth' Height Number of Stories t � r 9. Size of lot: Front A4"�/� Rear 14� Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Jbl,� j Address 1AS I}1VDD�We_Phone No. Name of Architect M` Y i. Y I mAg'o— Address �� l�fa(.Ian�;. 6FZ04WNo Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO 1 IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, .30M91=D.F3tilpiCH d f Novi R9o?aY' Public' +.,.�jate�Yf '`�oYk (S)He is the No.ojrt)61850,50 (Contractor, Agent, Corporate Officer, etc.) (-,eEagf!e.d in SMOR UOU1ft ,,,��I CommissiiOn E)cpiros April 14,2�6 of said owner or owners, and is duly authorized to perform or have performed the said wort: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 thi I )rJ. day of 20 ja Notary Public Si a ure of Applicant 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20 Mail to: Disapproved a/c 0 C7 Phone: Expiration ,20 Building Inspector D LICATION FOR BUILDING PERMIT MAR - 1 2010 Date 2Z , 201.0 INSTRUCTIONS 3L0r"OF Ol THOLD DEPT. a This a 1 e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the-•-. ., property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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. ,1 Sig ` to f applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises ;11 RI / (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatio�f�and on which proposed work will e done: DKV House Number Street Hamlet County Tax Map No. 1000 Section Block 0 2- Lot 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— I &L 1 I�T MI`L D bA10E r b. Intended use and occupancy G- W 6 LP,: 3. Nature of work(check which applicable): New Building Addition L,� Alteration ,/" Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of e isting��ructures, if any: Front S _Rear 4 _�_ Depth ?j�• 2 Height '�j Number of Stories Dimensions of same structure with alteratio s or a(Vitions: Front �(� _Rear 7� Depth- 901 - 7,- Height � ' — ?j Number.of Stories_ 8. Dimensions of entire new',onstruction: Front CO- l Rear Depth �! Height Number of Stories 9. Size of lot: Front +4 Rear � � � Depth 7t,27 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12.a--�L" 12. Does proposed construction violate any zoning law, ordinance or regulation? YES /NO 13. Will lot be re-graded? YES NO-1/Will excess fill be removed from premises? YES NO 14.Names of Owner of premises] � z1 r ss 2 ) LAc�bP-1 Pho e N� . K 211 Name of Architect K� ,u r— - Address C '15� Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1 day of (,k 20 1 Notary Public Signature of Applicant Pbclt BUNCH Public State New York No.OlbU6185050 {{,,,� Commission xpires Aprill 4n?0 FORM NO.,3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: March 10, 2010 TO: Meryl Kramer for J& S Wren P O Box 683 Greenport, NY 11944 Please take notice that your application dated March 1, 2010 For a permit for reconstruction of and addition to a single family dwelling at Location of property: 225 Hippodrome Dr., Southold, NY County Tax Map No. 1000- Section 66 Block 2 Lot 32 Is returned herewith and disapproved on the following grounds: The construction on this non-conforming 10,944 sq. ft. parcel, is not permitted pursuant to Article XXIII Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming and have not merged pursuant to 280-10." Lots measuring less than 20,000 shall have a minimum rear yard setback of 35 feet. The survey indicates a proposed rear yard setback of 9.3'. Also, the required lot coverage is 20%. The proposed lot coverage is indicated as 20.5%. Authorized Signature r . BOARD MEMBERS OF soar Southold Town Hall Leslie Kanes Weisman' Chairperson �� yOIO 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 James Dinizio Office Location: Gerard P. Goehringer G PC-: Town Annex/First Floor,Capital One Bank George Horning 'gyp �� 54375 Main Road(at Youngs Avenue) Ken Schneider cou Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS nn TOWN OF SOUTHOLD D 11 Tel.(631)765-1809•Fax(631)765-9064 DEC 17 2010 INDINGS,DELIBERATIONS AND DETERMINATION SLOG.DEPT. MEETING OF DECEMBER 2,2010 TOWN OF SOUTHOLD 9 NAME OF APPLICANT: John E. and Sharon I. Wren PROPERTY LOCATION:225 Hippodrome Dr.Southold NY SCTM#1000-66-2-32 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 29, 2010 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application is not subject to review under Chapter 268 because the variance relief requested does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline PROPERTY FACTS/DESCRIPTION: Subject property is a non-conforming 10, 944 sq. ft.,lot in the R-40 zone. It is improved with a two story single-family dwelling and a detached accessory garage. It has 144.00 feet of frontage on Hippodrome Dr., 76.60 feet along the eastern property line, 144.00 feet along the southern property. line and 76.00 feet along the western property line as shown on a'survey dated February 24, 2010 added proposed additions, prepared by Nathan Taft Corwin, III, LS. BASIS OF APPLICATION: Request for Variance from Code Section 280-124, based on an application for building permit and the.Building Inspector's March 10,2010,Notice of Disapproval concerning reconstruction and addition to single-family dwelling, at 1) less than the code required rear yard setback of 35 feet, 2) exceeding maximum lot coverage of 20%. RELIEF REQUESTED: The applicant proposes alterations and an addition to their existing dwelling, including an attached garage, requiring variances for a rear:yard setback of 9.3 feet where the code requires 35 feet and lot coverage of 20.5%where the code permits a maximum of 20%. AMENDED APPLICATION: During the hearing,the applicant was asked to bring the plan into more conformity with the code. On September 21, 2010 the applicant submitted a survey, dated September 2, 2010 prepared by Nathan Taft Corwin, III, LS, which shows axeduction in the length of the proposed addition along the pre-existing non-conforming rear yard setback from 33.7 ft to 32 ft, which thereby reduced the lot coverage from 20.5% to a conforming 20%,thereby eliminating the request for the lot coverage variance. i Page 2—December 2,2010 ZBA File#6389-Wren GSM: 1000-66-2-32 ADDITIONAL INFORMATION: The Wren's are planning to reside in their family cottage year round with their son and two grandchildren. Their home currently contains four bedrooms which they propose to re-locate on the second floor. An additional room on the second floor will serve as a sewing room for Mrs. Wren who is a master quilter. However, the proposed new sanitary system is designed for five bedrooms should the property be sold and used differently by a subsequent owner. The first floor includes a proposed small increase in living space, and an attached garage to provide room for bedrooms above. The proposed gabled portion of the existing dwelling, which will be maintained in the addition, is 20 ft. +/- high to the ridge, which is considerably lower than the code permitted 35 ft. The remainder of the dwelling will be one and half story with a roof that slopes away from the property line with a dormer located midway up the roof line to permit essential headroom, natural light and air in i the bedrooms. The applicant's propose to demolish an existing accessory garage on the property to make better use of their side yard,which is the only outdoor space they have for recreation, since there is no functional rear yard. i i Letters were received from neighbors both objecting to and supporting this application. At the first public hearing on July 29, 2010, the applicant's architect was asked to explore an alternative design for the proposed addition that would create a larger rear yard setback than the pre-existing non-conforming 9.3 feet, and/or reduce the length of the proposed addition along the rear yard setback. The applicant's architect/agent submitted a letter dated August 5, 2010 requesting that the Board consider the application as applied for since any alternative designs discussed with the applicants had proved unsatisfactory both aesthetically and programmatically. Another hearing took place on August 26, 2010 and subsequently, the applicant's architect/agent submitted an amended survey (Sept 2, 2010) showing a conforming 20% lot coverage and a reduction in the proposed length of the addition from 33.7 ft. to 32 ft. i At the public hearing on September 23, 2010 the applicant's architect/agent showed and submitted to the Board hand drawn scaled alternative floor plan layouts, as requested. These plans maintained the existing conforming front yard setback of 35.5 ft and reduced the depth of the proposed house by 8 feet to increase the rear yard setback from 9.3 ft to 17.3 ft, which still required a substantial 50.5% variance from the code. The architect testified that, because of the significant slope of the existing roof gable, which will be continued in the proposed addition, in order to have reasonable head room, natural light and air in the second floor bedrooms, dormered windows are required, and, with a 17.3 foot rear yard setback, the width of some rooms would only be about 6 feet which is not conforming to New York State code. Moreover, the result would be a single loaded corridor which is a very wasteful and inefficient use of space. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 29,2010,August 26, 2010, 4 September 23,2010, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property, and other evidence,the Zoning Board finds the following facts r to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance of will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Wren home has existed in its present location since the establishment of the Beixedon Estates subdivision as a beach community pre-zoning in the 1920's and 1930's. Since then, many new houses have been built and many of the original cottages have undergone substantial renovations and expansions and are being used as year round residences, as proposed by the applicants. Of the eight homes surrounding the subject property, only one has not been remodeled or rebuilt. Many have required variances for these additions and alterations. The applicants propose to renovate their home to a size and style that is in keeping with many of their neighbor's homes, by adding 901 square feet to their one and a half story dwelling, as amended. The total footprint with the proposed addition and attached garage is 2,189 sq. ft. Other nearby properties compare as follows: I I 1. The Pinto house directly across the street from the Wren property(SCTM 1000-66-2-25)is 2,523 sq. ft. j 2. The Libassi residence (SCTM 1000-66-2-45) which abuts the Wren property on the SE corner is 3,653 sq. ft, without the 600 sq. ft. garage with room above. 3, The Alessi residence(SCTM 1000-66-2-35) is 1,806 sq. ft. i Page 3—December 2,2010 ZBA File#6389-Wren CTM: 1000-66-2-32 4. The Stein residence (SCTM 1000-676-2-33) which is directly to the west of the Wren residence is 1,988 sq. ft., including the detached garage 5. The Kuchner residence (SCTM 1000-66-2-44) which abuts the Wren property line on the south (rear) is 2,542 sq. ft., not including 785 sq. ft. of decks and a 400 sq.ft. swimming pool. 6. The Ball residence (SCTM 1000-66-2-46) is 2,513 sq. ft.,including a 504 sq. ft, garage While lot sizes vary among these properties, and many are larger than the applicants', the Wren application proposes a code conforming 20% lot coverage, and the maintenance of their existing conforming front yard and side yard setbacks and roof height, which is considerably lower than the 35 feet permitted by code. No additional traffic, parking or number of occupants will result from the proposed addition. The applicants' modernized, renovated and enlarged home will dramatically improve the dwelling's street appeal and represent improvements that are similar in size and character to other homes in the neighborhood. 2, Town Law V67-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. Due to the shallow 76 foot depth of the subject property, an area of only six feet is conforming with respect to the front and rear yard setbacks, and any construction outside of that 6 foot space would require a variance. Therefore, the Board finds that no reasonable addition can be constructed on any part of this property without the need for a substantial variance. 3. Town Law §267-b(3)(b)(3). The variance requested herein is substantial. The applicant is requesting to maintain the pre-existing non-conforming 9.3 ft rear yard setback (a 73% variance from the code) and to increase the length of the existing one and a half story house along that property line setback by an additional 32 feet, as amended. However, any increase in the rear yard setback for the proposed addition would result in the need for a front yard variance which would create two non-conforming setbacks on the subject property. Based upon written submissions and oral testimony by the applicant's architect, the Board concludes that there is no other practical location for any addition other than extending the House along the non-conforming rear yard setback (see additional information above). 4.Town Law &267-b(3)(b)(4) No convincing evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. There are two properties that adjoin the applicants' rear property line (Warlan and Kuchner) and one that adjoins their westerly side yard (Stein). All three home owners have expressed varying degrees of opposition to the applicants' plans based in large measure upon concerns about a reduction in their'privacy as a result of the applicants' proposed renovations/addition. The portion of the Wren property that is contiguous with the Warlan's back yard is the westernmost half, where the existing Wren house is sited at 9.3 ft. from the rear yard setback. That view into the Warlan's back yard from the Wren house is currently screened by mature evergreen vegetation that was planted and is maintained by the Warlan's. If additional screening is desirable, the Warlan's can leave their hedge un-pruned and/or the Wren's can plant additional evergreens. The applicant's propose no change to the height or massing of the existing house adjacent to the Warlan's rear yard, and noise and traffic will be reduced by re-locating an existing rear door farther to the east in the proposed addition, and away from the Warlan's back yard. The only other change proposed in the southwest portion of the applicant's existing dwelling are two dormers facing west toward the Stein residence, located 34 feet from the Wren's house. (The Wren house sits 10 feet away from the shared property line and, based upon a survey by Otto W. Van Tuyl dated Jan 12, 1956, the Stein house sits 24 feet from the shared property line). The Wren's have offered to have the dormer windows fabricated with obscure glass, and to install the shortest operating windows per code so that views into the Stein windows will not be possible. The applicants have also agreed to install any mechanical equipment on the easterly side of the new i addition, away from the Stein and Warlan dwellings,to mitigate potential noise impacts. The portion of the Wren property that is contiguous with the Kuchner's front yard and driveway to the south is the easternmost half.The front of the Kuchner's house is located 160 feet from the shared property line, and will be 169.3 ft. from the applicants' proposed addition.The Kuchner's and their agent claimed in writing and at the public hearings that the proposed addition will cast shadows and reduce natural light and open views in their yard. , However, since the Wren house is located to the north of the Kuchner property, the applicant's.proposed addition cannot cast a shadow on the Kuchner property that lies to the south. Regarding loss of open views to the Wren's side yard and Hippodrome Drive,the Board notes that the massing and height of the proposed addition is well Page 4—December 2,2010 ZBA File#6389-Wren C-TM: 1000-66-2-32 below the code permitted 35 ft and that the applicant could, as of right, screen the.existing view with evergreen plantings that would grow to be higher then the proposed Wren house. Regarding environmental impact, the proposed additions and alterations include improvements to house j mechanical and septic systems that will be updated to current codes, whereas the existing systems are based on outdated codes. The house will have gutters and leaders into drywells to contain storm water runoff on site per town code. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created, but results from the pre-existing non- conforming location of the existing house which was purchased by the applicant's family pre-zoning, and which has remained in continuous occupancy and ownership by the Wren family members every since. However, it is self- created in so far as the applicant is'requesting to increase the existing non-conformance of the rear yard setback by extending the length of the house with the proposed addition. 6. Town Law 4267-b. Granting of the amended relief requested is the minimum reasonable action necessary and adequate to enable the applicants to enjoy the benefit of an addition to their house to accommodate their full time �. residency and the needs of their large family, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. In applying the balancing test under New York Town Law 267-B, for the reasons stated above, the Board finds that the benefit to the applicant outweighs the determent to the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Weisman (Chairperson), seconded by Member Goehringer, and duly carried,to GRANT, the application as amended and shown on the survey dated September 2, 2010, revised proposed I addition size to 20% lot coverage,prepared by Nathan Taft Corwin, III,LS. With the following conditions: CONDITIONS 1. West facing dormer windows shall be fabricated with obscure glass, and will be the shortest operating windows as allowed per code. j 2. Exterior mechanical equipment shall be located on the easterly side of the new addition. 3. The applicants shall plant and continuously maintain evergreen screening that will grow up to 20 feet or more in height such as Leyland cypress, along the entire length of their rear and westerly property lines, at a height of no less than 6 feet and at a spacing designed to create, upon maturity, complete visual privacy from adjacent properties. Before applying for a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing,two sets of the final architectural drawings conforming to the amended relief granted herein.The ZBA will forward one set of approved,stamped drawings to the Building Department.Failure to follow this procedure may result in the delay or denial of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or l survey site maps,are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. 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. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer, Horning, Schneider. Nay:Member Dinizio. Thi esolution was duly adopted(4-1). 41 c Le lie Kanes Weisman, Chairperson Approved for filing /Q /2010 i BOARD MEMBERS �QF S0(/T Southold Town Hall Leslie Kanes Weisman,Chairperson ��� O. 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning 'p �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider IyC�U ,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD January 30, 2014 Tel.(631)765-1809•Fax(631)765-9064 John E. Wren P.O. Box 1568 Southold,NY 11971 Re: ZBA Decision#6389 Dear Mr. Wren, I have reviewed your letter of inquiry dated January 22, 2014 regarding the conditions imposed in ZBA decision#6389, specifically requesting approval of modifications to condition number 3 which required the installation of evergreen landscape plantings to provide privacy screening along your rear(southerly) and side (westerly)property lines. On January 28, 2014 I conducted a field inspection to confirm the statements you make in your letter about the existing landscape screening on your property and your adjacent neighbors properties to the south and west, and to consider the changes you ultimately made to the scope of the house additions and alterations approved by the ZBA. Since the length and height of your project are both reduced from what you originally proposed, and you have eliminated the west facing dormer windows, I agree that the existing plantings, including your neighbor's mature Leyland cypress along your shared rear property line and the 6 Leyland cypress you have planted on your own rear property line,meets the intent for privacy screening conditioned in the ZBA decision, and that therefore the condition has been met. I will advise the office to forward a copy of this letter to the Building Department so you may go forward with obtaining your Certificate of Occupancy. S' ce y ours, Leslie Kanes eisman, Chairperson Zoning Board of Appeals FEB - 4 2014 CC: Michael Verity, Building Department BLDG.DEPT. TOVJ",QF�CUTHOID _, pF SO�ryolo Town Hall Annex 1 Telephone(631)765-1802 54375 Main Road m�ax(631)765- 512 Q roger.richert(cvtown.soutf90 d.ny.us P.O.Box 1179 • �O Southold,NY 11971-0959 O BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: zR __T Company Name: Name: 49�� License No.: 1-5-7 ' -- Address: 0l lO^ Phone No.: Z 16 s9flT S6/6 JOBSITE INFORMATION: (*Indicates required information) *Name: // � *Address: ' ALIZZO DIZ6141Z *Cross Street: *Phone No.: Permit No.: f O Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) r�9 yIn�� (Please Circle All That Apply) *Is job ready for inspection: YES 0 Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground/ Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION \v, 82-Request for Inspection Form 6' Town of Southold - Chapter 236 - Storrwwater Management 1 SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APP CANT NAME: Owner-Agent-Consultant-contractor or Other(Circle One) Prope OWNER:(If Different than Applicant) i Address:R pa rr � IVY v Address:^jl.c TI IT ®!/F�P'1. W Telephone Telephone li�r Fax,1 i E-Mad e t�tV�ICf✓l C0 E-MaiIw fig • cow �. ` Properly Address: Brief Description of Conaruction A.cttvity,Proposed Structtual BMPs,Soil t 040 �;,f/ i� 1�. Stabalirdtion BMPs,Pmjec[Scope and/or Sequence of Constntction.Activity DtstrN Barbee Bbek Lot lProoidoAdcr&nalP80esasNeeded) i Name of Contractor and/or ContactPerson Responsible ror Implementation of SWPPP: Address: _ �'='•.Z _.�_ -19\�-_ �N6fi-5___.6 A— _ ___-__ �_1-.----------•----------------- � Telephone#: Fax#: .k�.�.11_f..1� � . r�,%j� ���'; Name of persons Responsible for Installation 8 Maintenance of Erosion Control Address: --- Q1vl]�l�r�p}�!IN/-_e�paf+�YI�!_.4�._--- Teleptrotw#F: -/ _/4.'U, \&,10 _!._ S'��CL�e(., E-Mall: t I Total Area of All {h Total Area of land Clearing Project Parcels: andlor Ground Disturbance: 5r ------ ---------------------------- (S.F./Acres) (S.F.I A—) '-Project Duration: start End (Anticipated) f1 /1 Date: tNum Lard Celrndo.eeys) �` ._____._.__.._.__.__._•_,__:___..............._.,-. Will this Project Disturbe five(5)or More Acres at -F ''--`-"" -"----"--`---- Any One Time During the Proposed Development 7 0 o ------------------- _ ------ . If YES:Please Answer the Followlrtgl -------------------- a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site O List the NAMES or description of all Potentially Impacted Waterbodies andlor Wetlands: Inspections will Occur and for What Period of Time? Yes No ;.. •----.__.-..--•-------------•-------------.__._......_ c. Does the SWPPP Adequately Identify All Temporary ----------- � U andlorPermanent Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete. �] ---' --- - --- ' - =--- �- _._-_--•-:--_____-- ! Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired-) e. Does the SWPPP Indicate Additional Site Specific = = i Practices that Will be Utilized to Protect Water Quality? Yes No i ------------------------_.....-•--------------.._.._..__.___.._._._...._............. I I. Has the Applicant Submitted a Completed DEC Notice Type of impacted Waterbody:leg.Lake,Creek,S Pond,Sound,Freshwater Wetland...) Of Intent and SWPPP Acceptance Form for Review �] ee Day, oun i . by the Town of Southold? Yes No i STATF.OF NF.W YORK, . COUNTYOF...........................................SS i i That I............... ................................................................being drily sworn,deposes and says that lie/she is the applicant for Permit, (Name of individual signing DocuWe-ng And that he/she is the ..................... r (fiwner.iContractor,Agtiitt,Corpoiate OifiCer.etc) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and.to make and file this applicatioxi;that all stateinents 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 herewith. j 1 Sworn to before a this; \� ._ - .. ... day of... . 120.13 �I 3 \ Notary Public: ........... ..... .. .. . V�( /l Sig ature of Appficartt) I \ SWPPP Assessment FORM: 03-12 j 1 I- I M E R Y L K R A M E R a r c h i t e c t Mr. Michael Verity 213 E. FRONT STREET Southold Town Building Dept. POST OFFICE BOX 683 Southold Town Hall G R E E N P O R T, NY 1 1 9 4 4 PO Box 1179Southold, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m January 28,2014 RE: Wren Residence Tax Map# 1000-43=63--TO Wo Z -3L Dear Michael, Attached please find the revised floor plans for the Wren Residence showing the recreation room in the basement. As per your request,this letter certifies that the basement meets the NYS Energy Code and the egress requirements for the 2010 NYS Residential Building Code. Regarding the conditions set forth in the ZBA decision dated 12/7/2010, all have been met aside from the plantings on the southerly and westerly sides of the property. The owner,John Wren has contacted the ZBA directly and is requesting relief from those conditions. The condition regarding the dormer windows on the west side of the house is moot, because the dormer was never built. Please let me know if you require further documentation regarding this permit application. 'BlksRega rdsMra r,fALEED AP F_ll �� JAN 2 g 2014 � Ri G. 0FPT. Tol:,n;or OUT-{ni.o a � vw Al wr tj%O%p a nwimw rK41rdrCK II I fLC%dwKL# %WAKV XN1ER STREET Z VILLAGE DIST. SUB. LOT 3 ZMER N E ACR. = -tc . . a � w TYPE OF/BUILDING taro d .lam e end-4' rdT6r 6 SEAS. VL. FARM COMM. CS. MICS. Mkt. Value -AND IMP TOTAL BATE REMARKS "7 T j_ i AGE BUILDING CONbITION :YV NORMAL BELOW ABOVE IPJV, - Acre VAue Per Value Acre QSie FRONTAGE ON WATER :?dland FRONTAGE ON ROAD � r �' / idawlbnd DEPTH f Ise Plot BULKHEAD z DOCK _ ;... .� :_ _ ■n■■■e■■■■■■�■■■■�■■i■ice . . _ �. �� - = ■■�in����■ii!�] ini■i�■iii�[■ ■■�■■■ �l� l■■■■■■I ■■n■■■■■■ice■ ■i�i�iii�iii■■■ii�■■iiii■�'i� i■ �i� Recreation .. i SURVEY OF LOT -2 BLOCK 7 MAP OF BEIXEDON ESTATES �Gp FILE No. 1472 FILED MARCH 16, 1946 +%o SITUATE SOUTHOLD TOWN OF SOUTHO.LD SUFFOLK COUNTY, NEW YORK %P �' S.C. TAX No. 1000-66-02-32 SCALE 1"=30' 13 MAY 16, 2007 041, \ v° O4 r �Goy, FEBRUARY 24, 2010 ADDED PROPOSED ADDITIONS os AREA = 10,944 sq. ft. NOTES• . •• j �' 1 �' d' i 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM yG EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 p ` — ••• '. •�,• , p - -2. MINIMUM SEPTIC TANK CAPACITIES FOR 5-6 BEDROOM HOUSE IS 1,500 GALLONS. ; ' O G O. 1 TANK; 8' DIA., 5' HIGH . •MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 s ft SIDEWALL AREA. — 6° �� •,a�-��•a �,e�1 ys..... a• .� �i; 4 yoT ® 3 2 POOLS; 8' DEEP, 8' dia. 9 ' 4 T / :! >- ::.b� {. : Ali. NG P �{ ...............::.. N .� LOT O °� � - 0�OVG� PROPOSED FUTURE 50%-EXPANSION POOL .......... ::....:.:::.:. o QV db r vS 01 '•''" PROPOSED 8' DIA. X 8' DEEP LEACHING POOL s G \:;::: �....'Q�: .................. �,yC p� O. ,�'' ' x:: j.:iiii:•;:i:•;:i:•r::;•' O PROPOSED 1,500 GALLON SEPTIC TANK :::::: :::::::::::. O g 4kt OG Va. , R 33s v '•:;;t:;:•:."�•::'��'.•:.• oP © 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. QG� O ` o �yFj` ? 6. THIS PROPERTY IS IN FLOOD ZONE X O 13S FLOOD ZONE INFORMATION TAKEN FROM: l/� ' o o FLOOD INSURANCE RATE MAP No. 36103CO158H ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. .0 N° (� � TEST HOLE DATA r3.0 S LO`� Ism O y (TEST HOLE'DUG BY-THIS OFFICE ON JANUARY 5, 201 O) PREPARED IN ACCORDANCE WITH THE MINIMUM EL' oQ 0J��P ! STANDARDS AS ESTABLISHED % { ,�: DAWpL BROWN sANar LOAM aL CERTIFIED T0:. ADOPTED � BY E jJm-_1m11L0M=AND STATE LAND ,• P 1' os� JOHN E. WREN ' �pd- G�, BROWN LOAMY SAND SM SHARON WREN YEUDWISH BROWN FINE TO COARSE SAND SW EXISTING BUILDING COVERAGE DATA PROPOSED BUILDING COVERAGE DATA EL 1w 7 N.Y.S. Uc. No. 50467 ls.O' " UNAIUHORrLEO ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF } w DESCRIPTION AREA X LOT COVERAGE DESCRIPTION" AREA % LOT COVERAGE SECTION nog OF THE NEW YORX STATE EDUCATION LAW. " Na than TV v Corwin III - EXIST. HOUSE 992 sq. ff. 9.1% EXIST. HOUSE: 992 sq. ft. 9.1% WATER IN YELLOWISH BROWN COPIES OF THIS SURVEY MAP NOT BEARING FINE TO COARSE SAND SW THE LA SEAL SURVEYOR'S AMID SEAL S Land Surveyor . EMBOSSED SHALL NOT BE CONSIDERED - EXIST:. PORCH 286 sq. ft. 2.6% PROP. ADDITION 1,246 §q. ft. 11.4% TO BE A VAU,D TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY ' EXIST. GARAGE 384- sq. ft. 3.5% TOTAL 2,238 sq. ft. 20:5% IS PREP AND ON HIS BEHALF O T14END Title surveys —subdivisions Site Plans - Cor�uction Layout LLNDMG INSTTMION LISTED HEREON,AND TOTAL 1.662 sq. ft. 15.2% 14 TO INSTI— TUTION. LENDING ASSIGNEES OF 7HE CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT NAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Riverhead, New York 11947" SURVEY OF LOT 2 BLOCK 7 MAP OF 41, BEIXEDON ESTATES �ytio�� FILE No. 1472 FILED MARCH 16, 1946 _ �%�:pr. ¢¢``'' _� ((((_ FF�� SITUATE . - JS�S - 74.8 \�SOO �� �' T F•alrL3,4 S . L,ILa$'Y•.I.�?tVI i' O f LWfSi�n C1 m�i Ea:l i�s!`SJ g L. , n F@j SOUTHOLD- �77p t a^a--> > '7..:rt•"'l° g , vK-i-- IZU�.�6 J'H F0n A G \ , ` p`' ��. `° `�`• i= • e'f- TOWN OF SOUTHOLD \\ op��}\\\ 6o yo G��pO _'',`'•1'� F .u.ie €9',7 1y jF; .i'dCw�J`' 1 a 9 ,00 16 SUF OLK COUNTY, NEW YORK �+`o��p �o � ,� S.Cq TAX No. 1000-66-02-32 �` 1 ��� l' r�' p� ,�� ';,� 1�1 _ SCALE 1"=30' MAY 16, 007 I° a ° A p—L,0IJE.DO r= ��_ FE-BRUARY 24, 0110 ADDED2 ROPOSED ADDITIONS ';� °\\ �a y m r R •� 4 k ,._MARCH 25, ,2010 REVISED PER S.C.D.H.S. NOTICE DATED 03/18/10 e�;�. �Prlf V° AREA 10,944 sq. ft. a.j , 0 �� oi��(aLa ls:_.,� � � .�� ��• v�� ss. 0.251 cc. o) NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM z_ O yG 'Os EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 p� �'S� Zpoo, C- 2. MINIMUM SEPTIC TANK CAPACITIES FOR 5-6 BEDROOM HOUSE IS 1,500 GALLONS. \` a OLp ? o. 1 TANK; 8' DIA., 5' HIGH - O ° ° y tn'G 5 3. MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. to °o 2 POOLS; 8' DEEP, 8' dia. LOT PROPOSED FUTURE 50% EXPANSION POOL :.... . r:.i`.........:�::::rr:::a �....... 'G Q :- 9. r::.:::::::.: ::::::::::. PROPOSED 8' DIA. X 8' DEEP LEACHING POOL }:-::-. :::: pQ. �::fir` ::::.:::.::.:. d'fi bdry \ �O �Q �, '?:;-::a ';';:: :;.: .:.:.:.:..j:::'. PROPOSED-1;500-GALL07N SEPTIC TANK o tip: - "yoj0�'I�PS�\�56r 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD fi OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. S � t\�t,1� y1 Nam' 0.95 ."- i x.-.- L 1 � 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND EITHER BE REMOVED aka\,\"\G- y - _t gy� . s aF e� p 9 _ OR FILLED WITH. CLEAN SAND IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. O ;j'•s. 6'E ? G `'F"5 ,...:. .4 .•;.:f,�C` _ = 1°a ., 6. THIS PROPERTY IS IN FLOOD ZONE X N "_ �, FLOOD ZONE INFORMATION TAKEN FROM: "moo o ° y�\\ FLOOD INSURANCE RATE MAP No. 36103CO158H A11f .y'LQSS � ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. �S e � r8d AO �\o� o� PEST HOLE DATA N s! -LID S LOT �pCy (TEST.HOLE DUG BY THIS OFFICE ON JANUARY 5, 2010) PREPARED IN ACCORDPNC' E_W�1 y,��tt��E MM MUM ,<JG PEER L STANDARDS I_AF SORVEI'S °LST�BUITS�H'ED aQ���\G°' �� EL 144 CERTIFI BY THE 10S.ED TO. FOR SUCH G56 � .EV(Y Q5TAD V DARK BROWN SANDY LOAM OL TITLE AS CI Yi 1 O - v5o5 BROWN LOAMY SAND SM JOHN E. WREN SHARON WREN 3 YELLOWISH BROWN FINE TO COARSE SAND SW EXISTING BUILDING COVERAGE DATA PROPOSED BUILDING COVERAGE DATA 1.4 �a.D SN.Y Lic. No. 50467 / UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE SECTION 7209 OF THE NEW YORK STATE' EDUCATION LAW. Nathan Taft Corwin 'I' EXIST. HOUSE 992 sq. ft. 9.1% EXIST. HOUSE 992 sq. ft. 9.1% wnTER IN YELLOWISH BROWN COPIES OF THIS SURVEY MAP NOT BEARING FINE TO COARSE SAND SW THE LAND SURVEYORS INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED EXIST. PORCH 286 sq. ff. 2.6% PROP. ADDITION 1,246 sq. ff. 1 1.4% TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN EXIST. GARAGE 384 sq. ft. 3.5% TOTAL 2,238 Sq. ft. ZO.S% ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction layout LENDING INSTITUTION LISTED HEREON,AND TOTAL 1,662 s ft. 15.2% 14' TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fox (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road ANY, NOT SHOWN ARE NOT GUARANTEED. P.O. Box 16 Jamesport, New York 11947 Riverhead, New York 11947 � d SURVEY OF ��\�G�P'(� co'��o,CSC• 40 LOT 2 �S�S P �yoo 0 BLOCK 7 �� MAP of BE IXEDON ESTATES FILE No. 1472 FILED MARCH 16, 1946 off'/Ai 15.0 60�0 SITUATE 9� o° Srjr SOUTHOLD 1 �`� TOWN OF SOUTHOLD , R�� �oFe" \ °i �i9• Gs�, SUFFOLK COUNTY, NEW YORK G ��,� \�S� Y �o ��• ��� S.C. TAX No. 1000-66-02-32 SCALE 1"=20' QP�B �'R Yr, °y 2�, MAY 16, 2007 O� � 0' FEBRUARY 24, 2010 ADDED PROPOSED ADDITIONS MARCH 25, 2010 REVISED PER S.C.D.H.S. NOTICE DATED 03/18/10 Ao. � gory O SEPTEMBER 2, 2010 REVISE PROP. ADDITION SIZE TO 20% LOT COVERAGE FEBRUARY 25, 2013 REVISED PROPOSED ADDITIONS QO \r\G o OCTOBER 7, 2013 FINAL SURVEY 14.4 \1 ��� �— pp� AREA = 10,944 sq. ft. l j PLOT 20 ° 0.251 ac. NOTES: Gcam$ 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EPA\ ti 6� EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 60 x �s I ti� O CERTIFIED7`0: ��� Py �s I 14.5 0 0� JOHNLWrrHTHE ,J� LE� U E14.0 cL� I o a L SHARON ACCORDANCE P � �09°�`, �eP� j °�°�' a1 p, O Sip 0 �� ��-�'����PDEC 2 0,� o P O ti 2013 I a� Ac0` �Oro _ A N pOP ,c� BLDG. DEPT. ��o TON/N OF SOUTHOLD •Ile ��• ��c+ \ 2� y01 (�,, �6+ `�p C56 STANDARDSPREPARED FOR TITLE SURVEYS AS ESTABLISHED 1�P PTED OJS�' �• °�UI FOIw`r�uti s'-I�`t'i% i :pia L'i�-I p OF HEALTH SERVICES FOR SUCH I USE BY THE NEW ALS. AND VYORK STATED AND D LAND APPROVAL 0F CON,TRUCTEC)WORK fiO�y TITLE ASSOCIATION. ,oE © L R_�ItJEt4CE (?t� F �. 0.9 s o OCT 3 0 2013 , �a°� L� G ��� Da to __�____. I,.Cy.r,�1. �:�. r o -)o 100 / Gln�lP rOa 4c �C'. �' �oV�O ��.Fv �����G�P T e:Q'i1"fige d;5P0321 and VJc e. �!:,^,p;v Yc�l:illflW �: �3:3U�'' err O r� p L e�e� Sep O �0 insPacted ardlnr cerUhed by this r;IH -rt senc c, iTave been Z O 3 gE 0.6'e SSE`' be satisfactory FOR A Pn9l�.'f;MJIt�CE= i3E R and tound t® O yG� 9pY�° O `4•d O %_ ;. O Walter J. Hilbel `, Office Of WaStmater f0anagelrlent Li N. S. c. No. 50467 �+ • YO UNAUTHORIZED ALTERATION OR ADDITION (Oo �° TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE �k 13.0 `� LpT SEPTIC SYSTEM TIE MEASUREMENTS EDUCATION LAW. �,\�Gs1P��`� HOUSE HOUSE COPIES OF THIS SURVEY MAP NOT BEARINGTHE D Land Surveyor O QQ�PL OR C, C0014ER QA CORNER© MBOSs D SEAL OHALL INOT BEECO SDERED TO BE A VALID TRUE COPY. vSF-�' SEPTIC TANK , , CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. RECEfVEp COVER 24 49 ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE LEACHING POOL TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout ' LENDING INSTITUTION LISTED HEREON, AND COVER 1 36 56 TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 � � 19- �9� LEACHING POOL TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS �OAp COVER 2 $ 62 AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 `HEALTH SaRivic8a ANY,"NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 t Generated by REScheck-Web Software Compliance Certificate Project Title: Wren Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: New construction Building Orientation: Bldg.faces 0 deg.from North Glazing Area Percentage: 16% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Compliance:Passes using UA trade-off Compliance:12.2%Better Than Code Maximum UA:295 Your UA:259 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter U-Factor Wall:Wood Frame, 16in.o.c. 154 0.0 0.0 29 Orientation:Front Window:Wood Frame,2 Pane w/Low-E 31 0.300 9 SHGC:0.00 Orientation:Front Wall:Other 382 0.046 15 Orientation:Front Window:Wood Frame,2 Pane w/Low-E 45 0.300 14 SHGC:0.00 Orientation:Front Door:Solid 21 0.200 4 Orientation:Front Wall:Other 18 0.046 1 Orientation:Left Side Wall:Wood Frame, 16in.o.c. 301 21.0 2.0 11 Orientation:Left Side Window:Wood Frame,2 Pane w/Low-E 18 0.300 5 SHGC:0.00 Orientation:Left Side Door:Solid 21 0.200 4 Orientation:Left Side Door:Glass 42 0.250 11 SHGC:0.00 Orientation:Left Side Wall:Other 382 0.046 15 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 63 0.300 19 SHGC:0.00 Orientation:Back Wall:Wood Frame,16in.o.c. 153 21.0 2.0 6 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 33 0.300 10 SHGC:0.00 Orientation:Back Wall:Other 176 0.046 7 Orientation:Right Side Project Title:Wren Residence Report date: 04/04/13 Data filename: Page 1 of 6 Window:Wood Frame,2 Pane w/Low-E 25 0.300 8 SHGC:0.00 Orientation:Right Side Floor:All-Wood Joist/Truss Over Uncond.Space 1374 30.0 1.3 43 Ceiling:Flat or Scissor Truss 454 30.0 0.0 16 Ceiling:Flat or Scissor Truss 920 30.0 0.0 32 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:Wren Residence Report date: 04/04/13 Data filename: Page 2 of 6 CGenerated by REScheck-Web Software NJ( Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: New construction Building Orientation: Bldg.faces 0 deg.from North .Glazing Area Percentage: 16% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling:Flat or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling:Flat or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame,16in.o.c.,R-0(uninsulated) Comments: ❑ Wall:Other,U-factor:0.046 Comments: ❑ Wall:Other,U-factor:0.046 Comments: ❑ Wall:Wood Frame, 16in.o.c.,R-21.0 cavity+R-2.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall:Other,U-factor:0.046 Comments: ❑ Wall:Wood Frame, 16in.o.c.,R-21.0 cavity+R-2.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ Wall:Other,U-factor:0.046 Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal.Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.300 Project Title:Wren Residence Report date: 04/04/13 Data filename: Page 3 of 6 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal.Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door:Solid,U-factor:0.200 Comments: This door is exempt from the U-factor requirement. ❑ Door:Solid,U-factor:0.200 Comments: ❑ Door:Glass,U-factor:0.250 Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity+R-1.3 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Project Title:Wren Residence Report date: 04/04/13 Data filename: Page 4 of 6 Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. El Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: I] Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: ❑ Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Ll For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Ej HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Project Title:Wren Residence Report date: 04/04/13 Data filename: Page 5 of 6 A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:Wren Residence Report date: 04/04/13 Data filename: Page 6 of 6 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wall 0.00 Floor/Foundation 31.30 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 Door 0.25 NA CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: a APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE: B.P. NEW YORK STATE & TOWN CODES AS REQUIRED FEE: BY: \' NOTIFY BUILDING DEPARTMENT AT $9 SOUTHOLD TOWN ZIA 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: S RD 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE OCCUPANCY OR REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE PL UMBER.CER TfFICA TION OF OCCUPANCY ON L EAP Cp -TENt BEFORE . CERTIFICATFOF O DO NOT PROCEED WITH CCUPANCY FRAMING UNTIL SURVEY: SOLDER WSW/N'WATFR' OF FOUNDATION LOCATION- SUPPL Y 1(STEM'CA NNO.7' HAS BEEN APPROVED... EXCEED 2/10 OF 1%LEAD. PLUMBING RETAIN STORM WATER RUNOFF ALL PLUMBING WASTE PURSUANT TO CHAPTER 236 _&WATER LINES NEED OF THE TOWN CODE. TESTING BEFORE COVERING 310 SIMPSON ILSTA-20 GAGE Joint Description Nail Sizes Nail Spacing DRAWING ISSUE DATES RIDGE STRAP-ALL ROOF RAFTERS ROOF FRAMING Framing Notes: Issue Set 00.00.0000 Rafter to Top Plate(Toe-nailed) 3-8d per rafter The contractor is to verify all measurements In the field Client Meeting Set 02.13.2013 2 x 6 TIE @ EACH RAFTER RAFTERS FRAMIN and any discrepancies are to be brought to the attention Bid set 00.00.0000 IN LIEU OF STRAP. Ceiling Joist to Top Plate(foe-nailed) 3-8d per joist of the Engineer prior to construction. Permit Set 04.01.2013 3'No.8 SCREWS 12'O.C. Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap ICE SHIELD UNDERLAYMENT LIGHT WOOD-FRAME WALL Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap Wood Framing Construction Set 00.00.0000 REQUIRED-24"FROM FACE OF WALL Collar Tie to Rafter(Face-nailed) 2-8d per tie Blocking to Rafter(Toe-nailed) 2-8d each end 1.N II lumber Is to be No.2 or better Douglas Fir Larch REVISION DATES WASHER(TYP.) ( )with the following minimum specifications: V-CUT SHEAR BLOCKIN Rim Board to Rafter(End-nailed) 2-16d each end Fb-825 psi taz'PLYWOOD ALL FRAMING Fv-95 psi SIMPSON H2.5 A Top Plate to Top Plate(Face-nailed) 2-16d per foot Fc perp-625 psi E-1,600,000 psi HURRICANE CLIP @ 16" GLASS Top Plates at Intersections(Face-nailed) 4-16d joints-each side O.C. 1 3/4"x 16"LVL BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). Stud to Stud(Face-nailed) 2-16d 24"o.c. 2.All Laminated Veneer Lumber Is to have the following FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF Header to Header(Face-nailed) 16d 16"o.c.along edges minimum specifications: WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. PLASTIC-COATED PERMANENT WOOD Fb-2,900 psi SCREW ANCHORS Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FFv c-290 psi psi 2-16d per 2x6 stud GLASS 2-16d per 2x8 stud E-2,000,000 psi 1f� 13 1fXi tat"PLYWOOD 1,2 3.All Laminated Structural Lumber Is to have the Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d per foot following minimum specifications: PROVIDE 8d COMMON FRAMIN (Face-nailed) ' DETAIL FLOOR FRAMING Fb=2,80p psi NAILS @ 4"O.C.AT A Fv=290 psi EXTERIOR EDGE OF ALL 1#2 Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d Fc perp-740 psi per joist E-2,100,000 psi SHEATHING. Bridging to Joist(Toe-nailed) 2-8d each end WASHER(TYP.) Blocking to Joist(Toe-nailed) 2-8d each end 4.All treated lumber Is to be No.2 or better Southern MAXIMUM ALLOWABLE V-CUT PLYWOOD OPENINGS PROTECTION; Blocking to Sill or Top Plate(Toe-nailed) 3.16d each block Yellow Pine with the following minimum specifications: THICKNESS DEPENDS ON WINDOW APA RATED PLYWOOD OPENING WIDTH(I) Ledger Strip to Beam(Face-nailed) 3-16d each joist Fb-975 psi EXTEND,TO TOP OF TOP SHEAR BLOCKING AND VENTILATION HOLES 3'No.8 SCREWS 12'O.C. Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Fv-175 psi PLATE. DETAIL A-TYPICAL ATTACHMENT OF Band Joist to Joist(End-nailed) 3.16d per joist Fo perp-565 psi PLYWOOD OPENINGS PROTECTION TO Band Joist to Sill or To Plate(roe-nailed) E-1,600,000 psi PROVIDE SOLID P (T ) 2-16d per foot BLOCKING AT SIMPSON LSTA 36SHEAR BLOCKING DETAILS NT$ WOOD-FRAME BUILDING 5.All beams fabricated with multiple Laminated Veneer ALL SUPFLOOR METAL STRAP @ NOTE: IN LIEU OF SCREWS LUGS ROOFSHEATHING Lumber boards are to be nailed/bolted In accordance EDGES-FIRST JACK POST - with the manufacturer's specifications. Alternate to 120 MPH e rtI i P WITH NUTS AND WASHERS MAYBE TWO BAYS OF SIMPSON LSTA24 USED Structural Panels 8d 4"o.c.perimeter zone p 6.All straps,connectors,plates,bolts,nails,etc.are to FRAMING-TYP. N STUDS W/4.C. COS Window Installation other 6"o.c.edges Of be galvanized or stainless steel.Designated connectors, NAILS @ 48"O.C. „ strap etc.on these drawings are made by Simpson RED ARC EACH END,TYP. panel, 12 o.c.Interior .�E y - - Of anal unless Indicated otherwise.All connectors,straps eta, �C Plywood Panel Window and Door Diagonal Board Sheathing p are to bensiled/boltedlns000rdAnoewiththe 4c, y�,R KR,q pi e h 1"x 6"or 1"x 8" 2-8d per support manufacturer s specifications. Q Protection for Wood Framed 1"x 10"or wider 3-8d per support 7.Ali floor sheathing Is to be 23#32 Inch AC type plywood, 1` DOUBLE TOP- ' PLYWOOD SHEATHING tongue and groove,with an APA span rating of 48/24,. PLATE TO OVER LAP BOX a< 10* Floor sheathing shall be glued and screwed to the Buildings _ floor joists(6"O.C.edges and 12"O.C. field). 2 x 6 @ 16"O.C. BEAM-TOP+BOTTOM. N.T.S. STUDS Gypsum Wallboard 5d 7"edge/10"field 8.All wall sheathing Is to be 15/32 Inch APA Rated s+� 02f1L 48 2� Exposure 1 plywood and shall be nailed with 10d gzOF NEB y common nails 6"O.C.edges and 12"O.C.field. WALL SHEATHING 9•Solid blocking is to be installed every 8'max or mid Structural Panels 8d (see table 3.9) span of all floor Jolsts with spans exceeding 8'. Fiberboard Panels GABLE ROOFS 7/16" 6d 3"edge/6"field 10.Double joists are to be Installed below parallel walls. STTRAP TO STU 0-< 10° PROJECT DATA 25/32" 8d 3"edge/6"field 11.Blocking Is to be Installed at all point load bearing WW/4-8d NAILS a,, a a TABLE R301.2 points. Drawing Legend: Wind 12.Walls are to be framed with 2x6 inch studs spaced 16 GROUND SEISMIC `d T edge/10 field inches O.C.unless indicated otherwise. WRAfP+NAIL STRA Gypsum Wallboard � '� _ _ _ _ _ _ = Wall To Be Removed 1(4-4d NAILS) SNOW LOAD DESIGN Hardboard 8d (see table 3.9) Wall To Remain 13.AII joist and beam hangers and fasteners used on:lhe AROIUND SILL PLATE SPEED(mph) (see table 3.9) exterior are to be Simpson Type 304 or 316 Stainless) New Wall SIMPSON MST27 Particleboard Panels ;3d AT'ANCHOR BOLT 1 1/2"WIDE-20 GAGE 45 psf 110 B Diagonal Board Sheathing Steel. New Foundation Wall META STRAP48" 1"x 6"or 1"x 8" 2-Bd' support 14.AII bolts nuts and washers are to be stainless steel or +12"FROM EACH CORNER � SUBJECT TO DAMAGE FROM per su rt 1"x10"or wider 3-8d _-______ WRAP AROUND SILL PLATE per support hot dipped galvanized. Lines Above PROVIDE 8d NAILS @ 4"O.C.AT PERIMETER INTERIOR Weathering Frost Line Depth Termite Decay FLOOR SHEATHING Steel ------------ Lines Below - NAIL SHEATHING TO SILL PLAT'': PORTIONS OF PANELS IN HIGH PRESSURE ZONES. Severe 36" Heavy To Moderate Moderate To Slight Structural Panels - --- - - Guidelines 8d NAILS @ 4"O.C. ' 1. All steel Is to be ASTM Specification A-36 2-#5 RE_BAR M ® Winter Design Ice S*.Id Underlayment Flood Air Freezing 1"or less 8d 6"edge/12"field - - •-••-• Fence 2 x 6 SILL PLATE NOTE:a=4 FT.IN ALL CASES Temp Pequirement Hazards Index greater than 1" 10d d"edge/6"field 2. All bolted connections are to be made with A-325 ACID TREATED. 11 None None 599 Diagonal Board Sheathing bolts. S Door Tag SEE DWGS 3. Square/rectangular and circular columns are to bee FOR DESIGN. 5/8"x 12"A.B. @48"OC. GABLE ROOFS EXPOSURE: B URBAN,WOODED ® 1"x 6"or 1"x 8" 2-8d per support ASTM Specification A500. SECTION (R301.2.1.4) C OPEN,COASTAL ❑ 1"x 10"or wider 3-8d per support 101 w/FENDER WASHER. • �0�<•e-� 45� � DESIGN LOADS •. ,.,,„, .,• ,,.•, . ,. .+.. 11 4. All columns are to be bolted to steel girders with Window Tag 1HOLD DOWN + CONNECTION CRITICAL P H COMPONENT AND CLADDING PRESSURE ZONES SURVEY OF 1#2"bolts or unlessotherwlseshownontheplans. 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed 3 on-center LOT 2 at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate 5. 1/2"web stiffeners are to be Installed at all point 44�_ Section X, BLOCK 7 BLDG: connectors,such as shear plates,shall be used to maintain the load path. Sheet A-XXX MAP OF FLOOR LIVE LOAD 40 psf FLOOR DEAD LOAD 15 psf load bearing points and over all column supports. x17-1 ROOF DEAD LOAD 10 psf SNOW DEAD LOAD 30 psf I Detail Tag BEIXED ON ESTATES 2 When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 6. All welded connections are to be done by a certified �� ;�11 FILE No. 1472 FILED MARCH 16, 1946 MINIMUM UNIFORMLIN'DISTRIBUTED LIVE LOADS TABLE R301.5 1 -16d nail per foot. .'r SITUATE USE LIVE LOADS welder and conform to AWS and AISC standards. Elevation Tag S OUTHOLD 5.All weld joints are to use E70XX electrodes. 4> TOWN OF SOUTHOLD 6. girder are o e made above columns. SUFFOLK COUNTY, NEW YORK Alllyderlr t b d x<�x Interior Elevation Tag �y� P� g� S.C. TAX No. 1000-66-02-32 FIRE ESCAPES 40 Foundation Notes: x MAY L16' Z 07SCAE , GUARDRAILS AND)HANDRAILS 200 verify y p g GUARDRAILS IN-FILLCOMPONENTS 50 The contractor Is to veri all measurements In the field and an discrepancies are to be brought to the attention of the FEBRUARY 24, 2010 ADDED PROPOSED ADDITIONS Engineer prior to construction. ,-� °• r ` , MARCH 25, 2010 REVISEDSCALE 1"=40' 'E DATED 03/18/10 PASSENGER VERICLE GARAGES a 50 GENERAL NOTES 0 �,� SEPTEMBER 2, 2010 REVISE t-Kvr. Auuillun aizit TO 20% LOT COVERAGE ROOMS OTHER TIHAN SLEEPING ROOMS 40 1- All concrete 3,500 psi after 28 days minimum. \ O FEBRUARY 25, 2013 REVISED PROPOSED ADDITIONS y � 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN AREA = 10,944 sq. ft. 40 ACCORDANCE WITH THE NEW YORK STATE UNIFORM 2-All rebar ASTM A-615 Grade 60. 0.251 ec. BUILDING CODE,AND THE NEW YORK STATE ENERGY NOTES: CONSERVATION CODE,AND LOCAL AUTHORITIES. 3-Footings are to be installed on und'sturbed virgin soil. The bottoms of all footings are to be Installed a minimum of 3'bellow L OP © 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: grade unless indicated otherwise. .]9.D 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,000 GALLONS. gyp° otid \ o Y ��`� •°0. 1 TANK; 8' DIA., 5' HIGH 4-Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top of the I� �(� t © 3. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 eq f1 SIDEWALL AREA. 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE foundation wall.Rebar installed along the top of foundation walls with windows are to be Installed 3"below the bottom of thee d \� ht p� JO& � a �� 2 POOLS; 8' dia., S' deep VERIFIED BY CONTRACTOR(S)PRIOR TO START OF window opening. M E R Y L K R A M E R �� fi �►'0 CONSTRUCTION AND ORDERING OF MATERIALS. THIS a r c h I t e c t via" v ffC �, Op PROPOSED FUTURE SOX EXPANSION POOL FOUNDATION HAS BEEN DESIGNED FOR A SOIL 5-All snap off form ties are to be removed and remaining openings are to be sealed/grouted. \ � y��'(f�`'� ��• 100 BEARING CAPACITY OF TWO(2)TSF AND GRADES PROPOSED a DU. X 8 DEEP LEACHING POOL 213 E.FRONT STREET P.O.BOX 883 OREENPORT NY 11944 ® LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 6-The foundation contractor shall coordinate with the plumbing and electrical contractors relative to Installation of sleeves � \ � 091411.8789 THESE CONDITIONS ARE MET. ALL FILL BENEATH b and other penetrations prior to pouring n concrete. PROPOSED 1.000 GALLON SEPTIC TANK d1 °o' a ;•..•.:. \ ` i CONCRETE SLABS TO BE COMPACTED TO 95% 7.The Engineer Is to be contacted If unacceptable or questionable soil Is encountered during excavation.Unacceptable soli Is 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD RELATIVE DENSITY. g 9 © soil containing clay and/or organic OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. material.STING C SYSTEM AN % � Ay µ � \ rp�0 «y'0 .�°�y S. OR FILLED WITH CLEAN SAND INUACCORDAANCE WIPUMPED H Ms C 0 H.S. STANDARDS.DS BE REMOVED 8-Install Isolation Joints along foundation walls and at column and other floor penetrations. „Irf F S 3. PROVIDE FLASHING AT ALL ROOF BREAKS, ��� �g e. THIS PROPERTY IS IN FLOOD ZONE X y o o FLOOD ZONE INFORMATION TAKEN FROM: CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS 9-Installed Contraction joints In the cel'ar floor slab every 18'minimum. Wren Residence O o �C FLOOD INSURANCE RATE MAP No. 3S103C0158H AND DECKS ETC.. t� ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN. SCTM# 1000-66-02-32 10-Foundation excavation Is not to t a back filled prior to the installation of the floor framing. 225 Hippodrome Drive T � 00 4. DO NOT SCALE DRAWINGS. Southold NY 11971 °• 6ptio to O TEST HOLE DATA 11-Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95%of maximum ' Jao 5 ypT ° (TEST MOLE DUG BY THiS OFFICE ON JAFIUARi'5, 2010) PRr VM N AxamwcE trrrR 1NE 1la" PROPERTY ADDRESS HIPPODROME DRIVE, 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- dry density. 51AN 05 MR ME SURVEYS As ESTASAIED BY THE�No APPRavm AM AmrrEo SOUTHOLD,NY, 11971 ENGINEER ARE NOT RESPONSIBLE FOR THE °' CERTIFIED TO: + 1Z we WN Your*m uwo s oMer� 'raw a Ae�" INSPECTION,SUPERVISION,OR ADMINISTRATION OF 12-Underpin existing foundation. Connect existing footing to new footings and well tope with No.6 rebar dowels. O moo JOHN E. WREN THIS CONSTRUCTION PROJECT. FEDERAL, STATE OWN umw we M SHARON WREN WREN AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SuggestedUndeminnln Procedu,rgs' Code Requirements ✓V, r OWNER SHALL BE THE RESPONSIBILITY OF THE Scale: Noted CONTRACTOR. a)Underpin prior to addition of any new loads on wall. YaLaemr Mo rNe A cum two w b)Excavate small exploratorypit at exterior wall to determine depth and width of existing footing. Inform Archltec En Ineer�of t All Drawings Printed on le Above g g � g Paper Scale Is 50%Scale Above ZONING R1 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO findings before proceeding. p EXISTING BUILDING COVERAGE DATA PROPOSED BUILDING COVERAGE DATA FACILITATE CONSTRUCTION AND SHALL NOT BE uNAunaaafn A7.1rRAf10N OR Aooma o.+�' t,y N.Y.S. uo. No. eoae7 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND c)Upon receiving approval,excavate to the top of the existing footing for the entire length of the area to be underpinned on ALLOWABLE- 35 FEET TO 1M5 SURKY 5 A VM91M Or DESCRIPTION AREA fX LOT COVERAGE DESCRIPTION AREA X LOT COVERAGE „>M OF n¢WIN YM erA1r ���"�en '�'��� Corwin ��� BUILDING HEIGHT OWNER. both sides of the foundation wall.Remove Interior concrete floor as necessary. eaPrEs OF nee IWAY tow Nor WARM ACTUAL-22'-0" EXIST. HOUSE 992 sq. it. 9.1 X EXIST. HOUSE 992 sq. ft. 9.11X N YLIIDNrlN rr "WO"WfOn NerEO euv,OR Land Surveyor A-00 :1ooweK,,,,,� oMMW WAS eau Ror K i., 7, THIS STRUCTURE HAS BEEN DESIGNED IN d)Excavate by hand below the exl�tingfooting at no more than 3 foot lengths,e)Install a key way between sections.AIIow T TO BE A'i M TRUE�• ACCORDANCE WITH THE NEW YORK STATE ENERGY days curing. 001450910 EXIST. PORCH 286 eq. ft. 2.6X EXIST. GARAGE 384 sq. ft. 3.5X ys �� MM F 4+ u MN BUILDING EXCEEDS MIN. REQUIREMENTS SET FORTH ore_v m THE prRsaN FOR weaer iM:sumEr CONSERVATION CODE. EXIST. GARAGE 384 s ft. 3.5% PROP. ADDITION 393 s ft. 3.6X 6 pwwm.AM ON M�TO" ENERGY CODE q• q• rU oOWAW.WMIN ITAL MOW" flee sro"-5L6&Wffle - SRe wan. - OorrotroettoR LaMA BY N.Y.STATE RESIDENTIAL BUILDING CODE-SEE f)Back fill and replace interior floor as necessary. UD ONO N' nMM US=a MWK Ara TOTAL 1r To tr�E CERn W o►neE rnbea vane- 8. CONTRACTOR SHALL OBTAIN ALL PERMITS TOTAL 1,662 sq. ft. 15.2% 1,769 sq. ft. 18.2X 70 7W ASUM AnoNe weE ran iRARI�Er- PHONE(631)747-2090 Far (531)727-1727 ATTACHED REPORT g)During the underpinning procedure,monitor the existing foundation wall for excessive movement and/or cracks.Notify the A a r a PnTENCIE Of MIT �Or DAYS OFFICES LOOI7ED AT URM AD REM Architect/Engineer if movement and/or cracks are noted. ANY.NOT SHOMM ARE NOT IRIARA M3L 15M Moth Rood P.O.Boer is uorpon'Nee►Yore`11947 RIV00 ,NW ran`111947 1 13-Dowel to existing foundation wall with No.5 rebar. Grout solid all cavities In existing wall for three feet from new wall. © 2013 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Door Schedule Issue Date: 02.05.20)13 Issue Set 00.00.0000 Client Meeting Set 02.13.2013 Revision Date: 00.0)0.0000 Bid set 00.00.0000 Permit Set 04.01.2013 Construction Set 00.00.0000 No. Manufacturer or Locatioln Ty ye Finish Unit Dimension xH Rou h enin xH Vale Pert rman a Solar Heat Hardware Ratincil Gain Coeff. REVISION DATES r SHW Basement Doors 601 Jeld Wen Fiberlast Engineered Cam osite All Panel- Model 100 . Hinged 3'-0 X 6'-8" t . 602 Jeld Wen "Cambrid " Hinged 3'-0" X 6'-8" B03 Jeld Wen "Cambridge" Hin ed 3'-0" X 6'-8" 1st Floor Doors 101 Existing Door to be modified Hinged Pt. ext Natural Pine int. 3'-0" x 6'-8" 102 Closet - Jeld Wen " C,ambrid e" Hinged Pair Painted (2) 2 1-011 x 6'-8" 103 Existinq Hinged Painted G`SiEREDA 104 Andersen FWH60611 APLR Hincied Patio Sandtone 5'-11 1/4" x 6'-10 3/8" 6'-0" x 6-11" 0.25 DP 30 0.25 Newbu /Oil Rubbed Bronze �`� ��LR• 105 1 Kitchen/Laundry - Jeld Wen " Cambridge" Pocket Painted 2'-8" x 6'-8" �� ��► 106 Closet - Jeld Wen " Cambridge" Hinged Painted 2'-6" x 6'-8" 0.33 DP 30 0.27 107 Closet - Jeld Wen " Cambridge" Hinged Painted 2'-6" x 6'-8" 108 Basement Stair - Jeld Wen " Cambridge" Pocket Painted 2'-6" x 6-8 it 109 Simpson Thermal Sash 7008 Hin ed Painted 3'-0" x 6'-8" S 0802 110 lCased Opening 2'-8" "x 6'-8 O�N .tO 111 Bathroom - Jeld Wen " Cambridge" Pocket Painted 2'-0" x 6'-8" 112 Cased Opening 2'-8" x 6'-8" 113 Cased Opening 2'-8" x 6'-8" 114 Cased Opening 3'-0" x 6-8" 2nd Floor Doors . 201 Existin Hin ed 202 Existin Hinged 203 Existing �, , , ,, Hinged 204 Existing Hin ed' 205 Existinc Blfold ,, ,. 2'-011 x 6,-8„ 206 Closet Hin ed „2-6 x 6-8 `207 Est xi inq Hin ed 2 xis in Hln d- 08 E t � .� e ' 209 Linen Closet - Match lExistm " Hm ed Painted 2-0n x 6,-8n Drawing Legend: Wall To Be Removed Wall To Remain Window Schedule New wall Issue Date: 02.05.21013 New Foundation Wall Revision Date: 00.100.0000 ________ Lines Above ------------ Lines Below No. Manufacturer or Loccatlon Ty e Finish _ Unit Dimension xH Rou h Ovenincii (WxH1U Value Solar Heat Glass & Divisions Remarks —._..—. ....— Guidelines Gain Coeff. per SHGC —••—••—••—•• Fence 101 Door Tag A Andersen Woodwri ht Double-Hun 2'-4" x 4'-1" VIF 0.3 0.31 HP Low-E4 Custom Size to Fit in Exist. Masonry Opening B Andersen Custom Roundtop Casement 3'-0" x 5'-2" VIF 0.28 0.29 1 HP Low-E4 Custom Size to Fit in Exist. Masonry Opening Egress- See 5 /A-200 C Andersen Woodwri ht WDH 24310 Double-Hun 2'-5 5/8" x 4'-0 7/8" 2'-6 1/8" X 4'-0 7/8" 0.3 0.31 HP Low-E4 sos Window Tag D Andersen Woodwri ht Double-Hun 2'-0" x 2'-11" VIF 0.3 0.31 HP Low-E4 Custom Size to Fit in Exist. MasonrV Opening E Andersen Woodwri ht WDH 2O210 Double-Hun 2'-1 5/8" x 3'- 7/8" 2'-2 1/8" x 3'-4 7/8" 0.3 0.31 HP Low-E4 6-0" Head Height To Match Existing Window Opening Section X, F Andersen 400 Series; Casement 2'-6" x 3'-7" VI 0.28 0.29 HP Low-E4 Custom Size to Fit in Exist. Masonry Opening- Egress Unit- Casement with Check Rail SheetA-XXX G Andersen Woodwri ht WDH 2O210 Double Hun 2'-1 5/8" x 3'- 7/8" 2'-2 1/8" x 3'-0 7/8" 0.3 0.31 HP Low-E4 5'-6" Head Height To Match ExistingWindow Opening H Andersen Woodwri ht WDH 2O210 Double Hun 2'-1 5/8" x 3'- 7/8" 2'-2 1/8" x 3'-0 7/8" 0.3 10.31 HP Low-E4 5'-6" Head Height To Match Existing Window Opening -Tempered Glass r77 L I Detail Tag Z Duo Corporation PNIP Hopper White 32" x 20" 0.3 0.31 HP Low-E4 5'-6" Head Height To Match ExistingWindow Ci enin x Elevation Tag 4>x Interior Elevation Tag X PLUMBING FIXTURE SCHEDULE UNIT/LOCATION MANUFACTURER MODEL# FINISH/COLOR UNIT SIZE REMARKS KITCHEN FAUCET Rohl A3608LPWS Brushed Nickel with sidespray SINK Blanco 510-882R Stainless Steel ACCESSORIES Blanco 510-W-CR ACCESSORIES Blanco 510-WS-CR FIRST FLOOR BATHROOM M E R Y L R A M E R I a r c h t e c t SINK Kohler Caxton K-2209-96 Biscuit FAUCET Kohler Forte K-10270-4A-BN Brushed Nickel SHOWER HEAD Kohler Bancroft K-T10591-BN Brushed Nickel 213 E.FRONT STREET P.O.BOX 683 OREENPORT NY 11844 SHOWER TRIM Kohler Bancroft K-T10596-4-BN Brushed Nickel SHOWER ARM Kohler K-7397-SN Brushed Nickel THERMOSTATIC SHOWER VALVE Kohler K-2973-KS-NA TOILET Kohler Kelston K-3754-96 Biscuit SECOND FLOOR BATHROOM Wren Residence SINK Kohler Caxton K-2205 White FAUCET Kohler Forte K-10270-4A-BN Brushed Nickel 225 SHOWER HEAD Kohler Bancroft K-T10591-BN Brushed Nickel Hippodrome Drive Sou SHOWER TRIM Kohler Bancroft K-T10596-4-BN Brushed Nickel Southold NY 11971 SHOWER ARM Kohler K-7397-BN Brushed Nickel THERMOSTATIC SHOWER VALVE Kohler K-2973-KS-NA TUB Kohler Bancroft K-1150-LA White 32"x 60" TUB FILLER Moen TS4166N+9700 Brushed Nickel Window & Door Schedules TOILET Kohler Kelston K-3754-0 White TUB DRAIN ote•All Drawings Printed on 11x17 CONTRACTOR TO PROVIDE INS7ALLATION OF ALL APPLIANCES/FIXTURES/MATERIALS Paper Scale Is 50%Scale Above M-002,4 © 2013 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Issue Set 00.00.0000 Client Meeting Set 02.13.2013 2 Bid set 00.00.0000 Permit Set 04.01.2013 17'-4 11/2" ?' A-300 F �- - - - -1� /I 1 Construction Set 00.00.0000 II ,� REVISION DATES .; 3'-2" 2'-51/2" 5'-11/2"' r-51/2" 4'-2" existing stair 31211 5'-71/2"' 5'-71/2" 31211 8'-103/4" ( I 5'-2" II , to remain r' " i Z ---�- - ------ - Z ..., r__ window I I window I ) - �---_l---( - Outdoor �, , •• - - � c c Hosebib hoover I D D D A /'.' \ :R. P J.. - r •1 �L7B 1 lance is 0 '� PP {I,,,r' - - ar• i-I .I' 1 ' O O '' Line of Cabine bove ra a w/ 1 `I." Water Upper Shelf. I r r ' I '+ Line ---N--------• I ;I;;";' ` ' `wash /AAA ?`11I I .A Heater Lino of Retaining Wall Below , -" I Rai.I''i l .hwasha bove I - � .. r 1 ,I -, 11 ;, New Foundation Wall ; - 1 1 a - _ _ _ ____ ' .. _ �� ' ; ;�. I tf 1 �FtED A C I ,." I Existing Foundation 1 rn � - c,'� R tiir 1 ' 1 Wall To Remain ' ; co 2 x oof Rafters 16"o.c. � 2 x 8 Roof Rafters �' 1 I K F I IQ 1 ' Y I 2 0 2'-0" 6'-7" 2'-0" _`• a)I I 00, I `� __ 1 I 117 8'TJI 2310 FJ 16"o.c. ' ;;;.- . M' ,�•'� .. I .. - �. I I (fit , 1 , n A,r :, I i', `- _ ( J y S � I 27"Wall <. I Pend n Soil o I�, �� -+ , - j ; TECO Joist To Existing Box Beam f ; Con itans, �- o l loa B kfast J. it hen �,a oven Dining Room c Bedroomil . I �� 13: .J.': 10 I 't XI ( OD XK7 I N� A a >,':I i-- ;i',' .. 1 ITYp• N ti x �L ' rq iii "024802 I ,.., ' New Basement m Existing Basement j3 ; N ��, 3 i = sT'4 OF Ev`1�0 I I I I_ I- NI .(,. 3 L -;'<' L Ixn 1 F.^ Alk \u- W to 1 i'; ; New 4" Poured Concrete Slab 'C"� '; N 1 0 N I I I N'" �I O Lt o 1 , w/6x6/10i/10 WWM on 30 1-5 a) ,i,• a) �9 ,m 1 X L.•_j • Z. -, o I- uneo yCeilingAbove J N -I 7 Q mil Poly Vaipor Barrier On o o jw 13 °' �' - U0 li A-300 ; UP __ Compacted Soil '0 New Opening In �_ �m N • A3oo I r - - c ) ,'Y d //, - 'J 9'. IJ to 1 ;3-2x10�irder j 2-1118" LWL--------- 1 :t Existing :.',• I I� n M ,� ... -._... .. -T / - ll iI 1 I / \ - - Foundation Wall I o ? ,1 I I I 4 li ' - Z=- 1 N a 19 � I I Diet--i 103 -.n=__- -'... 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I :T�� �'� •J 1 rn c -------- I d La n ;I v. -- :I 4 ,l ,; l I� , , A/ j fZCOfYI .O Remove Masonry Wall, ik {`i4 `. i ;{ir i,I I' ;' I - �I - _ n " ' 1 ..:' -------- 5 �. :: I I Frame Wall To Remain , 4 �' ____-- I I dl ; _ 91,./2 TJV230 FJ 0 16 o.c. 1 I i81 j� Condenser 1 F- I ;' i--�I�- ► 1 1 1 Y � '.. _..._1 107 40 ! I I N I Boa I I N athr F1 : 0 2x2 Tile W/2x2 Wood I .�: _ �- - Ill - " pN �II 1 Tile Floor 1 111 c Trim Surround bil c A 11 h--- I- - ' ' ---- i 11 •- New Basement , 1os - - 1 ,`�?= I , I 2-9 1/2 LVL. Below Wall Above _ , „; T i See A-401 �. -- 1 _ I ,w ` ' I T--- .-----•----- Remove Existing N New4"Poured Concrete Slab , 1.111111.L.L,11!,1.. 7/ForLayout 1I 1I,r, I,`4 .�liltt„I,i;il_IJt. �i�u & '. 8n 31/2" Dla..Steel Column On ; Foundation Wall, w/6x6/10/10 WWM on 30 1 v _. F i I x I ;'l t-, ' 'Low 1 Co ' I 1 / Re-Use Existing / m � Coc* ' I 2'-0'x 2'-0""x 1'-0" Footing ' Support Existing mil Poly Vapor Barrier On 1 .5 I 109 ,�' 112 o er. 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' - - - -- �• - i' i . 1, . ,� _ . 1• _.__ 1 - .,. . .. .. _ , .. ,.-. ... _ ., _ ._ , 1 - _.. , 1: ` ' __ _ i 1STFLR ..... . ..... _ - _ -- -- -- -- - - - - ,._ ---- - - - - - - t East Elevation Drawing Legend: II 0NO rth Elevation 2 - - - - - - Scale: 14 = 1'-0" Scale: 1/4" = 1'-0" - Wall To a ain / Wall To Remain New Wall New Foundation Wall 21/4"Applied Check Rail -------- Lines Above ------------ Lines Below .-. • ----- - Guidelines 1 \ __ -..--------- ence GDoor Tag ,.1.._. 101 Window Tag , -_..__. 1- ! ( I # t � 1 '1 ! J J i i L ---- 'i I. I l l 1.; r J I �1 Section X Round To Casement {�. 'J:. „ I , 1 l l T 1 1 1 T, ' 5 I T,1 ..I.a r i . ,,, ! ,1.. 1- 1 1, I 1., i J J.r ....- 11 - 1 II i 1.. ! • Sheet A XXX Scale. 1/4 - 1-0 f 'i 1 1 } 1 I 1 1 ? 1 k } '. , T'.;.' J�1� �-T T._,�,..J 1 { T.l.. I. 1 1 1. T .l;1. i 1: 1 J 1: z T 1:,.' ! , i_11 I f ##' 1 T f L1 J 7, 1 11 1 �j___ 1 _.;.,1 � J t J_ -7 ', _ •. t I -i:i 1 1 T 1 1 1 ;� z i , Detail Tag TT. J .1 T T T` T , 1. 1 I,.7 J l i 1 } I . ( 1 i 1� . Remove and r, , ,.(. . ,, .i I .T J , .1:. �T ..J,1-,1 fit,-T� : r,?.. , . - t_; ,J-.T r T ]} T 1 I::f'"T 1 T f;j, Replace Existing r. J-, 1 .1.��' 1 T�- 1:l .1.. IT ..1.1T a J:.1:11 l rJ L �r 1 x Elevation Tag Roof Shingles l Tf r { , 1 l ire { ll,lr 1' g l; 1 r 1 III ,.. 11 J 11T 1 1 1 1�� .1�x 1 1 f ..111 l.r .1. 1.11,..:, f :� 1 1 J } 1 1 1 I 11+ I [ 1 i , 1 i 1 1J ,� .,' � T �.., 1 .. 1.. # 1 T J., .:1._ 1, i J..i. I 1, ..:' I. :, l 1 1, :1 J ., � ';, x Interior Elevation Tag ;! t r ! x i I i � ,1 1 { 1 } 1 r • ! 1 l i I 1 1 1 1 ( i 11' [ 1 4 1 T 1 G 1 I } f 1 1, 1 { 1 . _ Tr:I f 1 1 , r a ': �I :( J T 1:>1 IT a :':TTT i•I t~ 1 ( ' :I: r -t.,k t f i j 1 1 7 .�' f f i, .,f {, 'J 4 J I' 1",�:- I I. I �,.! x J r 1 J ' , !M.�rJ r,a 11 T� 1 r .1,: --. Existing Dormer- # i .1 ( i }. :i} I J., .( ,.i T.;:I I 1 ,. ! i .I. i I - and,Scrape and .T . . . . ' Paint Cla board ( 1 I f 1 # 1. # . - ..I -�� 1. I:.r . - Shingles-Replace .j �� i T T�L. I. T _. T 1 1 i :I. 1 111 1111 __ {. 1 J c I }. . ll. i.} �T f Boards as : T i e d � r .- ...._ _. J ! :} } } }. } IJI , 111k1 'r11i. f1 } hJ }: j } 1 �� • .. . _. . - ' --'- IIf1 (: 1l ( (T : , 1�� � j p _-.. I ]; � 1 T 1 T �, 1 F . r{ i ; . 1 1 1 ;} T i 1 1 } l' `1 ( I l' f I 1 1 } 1 }, i ; J I , # r r � L Line Of Existing I .:.r I 1 a,. . 1 �1 .a 1,.1 D W II B d TT, J:1 1 J • ormer a n .. .. .. eyo 1 1 .1 1 'f 1 1 1 i fi. 1 I 1 `( f 1 E , .. _ a..,, 1 _ J 1 J J � I ,. L1 l 1 �`` � i3 f.::1 [ � 1 7 M E E R 1 1:. } i f T 1 ��-1 .�1� ({ { {. I,J, 1. ,.1 :T ;T - 1. R Y L K R A M I 1 ; j I. i t ( r : I 1 1 1 I .J I a r c h It e c t { 11 11r' µ C+1kl � 1 ( , ' 11 '# I: 111J1' J :: 1.'.:} . 1:.:}..l } .[ . . r 1 1 f. } f;.J. ..l 1 1 .1 J 1`'1 f T T :1. 1.,1 .I ,1 „1: .1 i r ( 1 -'r , _ ..- - - ,_ I. " ` ` -- 213 E.FRONT STREET P.O.BOX 683 OREENPORT NY 11944 I T `T I �:T. .. 1 1 931•417•8736 :r- t 1, �' � -; , .. t } , :. r "'} Y ,. , . � � I l 11 -.1 � ;, jr1rt1 T' 1 � i } 1� 11. , � 1J1 I' 1 1 f , .. ., , .. , ,. .' - ---'- -_.__...._ . . .-"-- ..- _ __- -- --.- . ._. -- _ .. - 1. T _ _ ; „1 - - - - - - _ _ _ - - - . . _ . . _ . _ i 1 � � 11 1.,}-. } 1� 1� f 1 # r 1 :11 1 � 1 , 1 1 1 f .}_ , . �. r. � T ., 1 T. T�'I.- I 1 - --- 1'. .I 1_I J,; ! 1 ! ..1: 1 :-T 1 IT . rT T �iT T.:T 1 f T a I r - I I. t { , 1 , -_ - - .._..__ :. . -._ c c c ::- . D D D E __. New Windows In Wren Residence A •-- .- '- ._ ......- --- --_ . _. . ...- - ExistingOpening A A A .. ., 225 HI odrome Drive pp :;.., Southold NY 11971 -- '- - _. ., _ _-_ __ _ - _.. - -- - . -. -_ -. . -. New Basement �' -----------.-. r, yrl'Y 'Y, r!Y :A- _ Entrance (( ) ..�I I:.::. 1 'Y :''Yr-4, '1,(: �y' YY' 'i{ 11, :� :�'" w' k'r w' Y- L, 'M N .- -.�r � - ,-- ____ }N+' �Yq M�+f'�:�W Imo'Jr F• M „ . ,. ...,,. .. ,. :. ... :1',, • r r lev I Exte to E at on Scale: 1/4"e 1'-0" Existing House New Addition 3 South Elevation �eS t Elevation Scale: 1/4" � 1'-0" 4 te-All Drawings Printed on 11x17 le: 1/4" 1'-0" Paper Scale Is 50%Scale Above A-200 F © 2013 Meryl Kramer Architect All Right Reserved DRAWING ISSUE DATES Issue Set 00.00.0000 Client Meeting Set 02.13.2013 Bid set 00.00.0000 Permit Set 04.01.2013 Construction Set 00.00.0000 REVISION DATES AA\ M Remove Existing Asphalt Shingle a) Roofing and Cedar Shingles on Membrane Roof Lath. New 5/8"Plywo)od Sheathing on 5/8" Plywood Sheathing RED ARC i 30#Felt and Asphaltt Shingles 12 �E Ni Existing 2x6 Roof Rafters @ 24" O.C.To Remain :..t 1 Al..:{- ,_- .t a': �� A °� „ ► -tr:l� -� _' _- fit;. •� ,_.i�., .. I--_ ` yk'Attic .—___ __ ________________._._.......__....___.....................—....-.... J_ 6 .... -__---------------------_•___-_-••_•---••------.-.-..-.-..-..---••_-•-•-_-•_•_-----..--.._-......._...................»...«................«.-.._.--.............._....-..........--...—..-...-....-.. •---..................................................................................................... ...................... <O _.__------------------------- — -- O.C.............................. - Existing 2x6 Ceiling Joists @ 16" z S� 0248� �O O.C.To Remain - Open Cell Spray Foam OF N 2x4 Stud Wall Insulation Between Roof Beaded Board e � 2 4 E Rafters,See Specs O 0 iap s 4 2 ri o 'T, RBS Beaded Cove#28107 12 LO to A-300 � 2x8 CJ @ 16"O.C. ' f � ,..; 2'-6" 11/16 x 2 1//2 + a Bedroom 2 Bedroom 3 {{ r � 1 1/2"GWB Ceiling. - 2nd Floo 1 f C Beaded Board 00 t' 1 i` Mr 1 Breuast Kitchen Dini�momLJLJLJ Proposed Den ic) LLI U1�1J — r q 1st Floor ti I I I BREAKFAST Drawing Legend: Proposed Basement Addition s t Existing Basement ?,t Exi_ stingy Crawl Space j = Existing FoundationWall To Remain - �; I Y= to be Excavated moo, Wall To Be Removed �M,,a�t��,��e+wr�ep1h Wall To Remain Match N { —IIII Siding Material (TBD) New Wall - Over 1/2" Plywood Sheathing z �.. � I �`„• 1 •,,. '��' � IIII= III= T New Foundation Wall New 2"Poured Concrete Rat Slab g(Typ.) —————- Lines Above _ I I `"'` 1 n ; I —I —I y ;:w;.. a IIII— I I— — —•—•—•— Guidelines -III J • J I I_� — — — _ �- —••—••�••—•- •' r' Fence New Retaining Wall aind Footing Door Tag Closed Cell Foam ' O =I111—I III= III= II— (I =___= II I — III= I I=_=IIII= III—IIII—II -- I —III —II =— III— III f = = New 4" Poured Concrrete Slab Insulation @All III=`IIII= II =I I=IIII=IIII=I II=IIII= III=IIII=IIII=IIII= {I=IIII=I = III= III— I— II — I =_ ___ Exterior Walls(Typ.) -" 101 Window Tag =IIII=II II IIII= II=I = I = II=II =II = III= II=IIII= I=II = III= II II =IIII=I I=III =III=IIII= I I=IIII III I III= II= I=IIII=IIII=IIII=III I=( II= I= I=III = III I = III=( I=II =III=IIII= III=IIII= Axxx --� SectionX, = II= I=III IIII= II=I I II=II =III II=I =IIII= =I II = III= II I=IIII=III =II II = III=III - _ ;:; SheetA-xXx a -•:1 ;4 �. Ems}— Detail Tag New Floor Construction: s 3/4"Wood Flooring on 3/4" 1 Buildiln Section Joists(See Pood lan oor For Floor Scale: ;1/4 1-0 Elevation Tag. R-30 Batting Insulation io x<o x Interior Elevation Tag 4 � 2 8 2 x// �I 2-#5 Rebar I -0' 1/2"x 12"A.B.@ 32"O.C. W/3x3 Washer Parged Concrete Smooth ' Finish @ All Exposed BASEMENT Foundation Surfaces(Typ.) 2x4 Stud Wall w/Rigid Insulation Fill ,r>'.�I•'. w' i M E R Y L K RA M ER a r c h I t e c t Free-Draining Backfill •O �",u,�':;ice�'.,, .+. y":. 00 213 E.FRONT STREET P.O.BOX 083 OREENPORT NY 11044 8" Reinforced C.I.P.Concrete ;;' '` ��1.477.0Tf• Foundation Wall w ,: ; ', "'' ';,;4i•, 1 Continuous J-Cote ' Waterproofing Applied Below Grade on 8x16x12 C.I.P. Airspace -0"Below Footing,min.3' Grade(Typ.) Wren Residence Existing Corner Board'To Remain :j. :E41'�tAv.l� �'f .:E,:, ±�{+:'i:%„i�' u{.��i,, V.I'O's��'I M.I?�•' Pl' .I 'l��' 225 Hippodrome Drive Expansion Joint Southold NY 11971Existing Hollow Brick Wall& Stucco To Remain '''' d s•' j.d.a;. �l" ial,.l-;:' , • I• �}n 2 Rigid Insulation � �; ,' -_ 0 0 - � ':1 �ti a is .,i, .CII :i a. V,I a 'u. E Building& _ _ _ Existing Wood Frame To Remain :,i. h,;::;,:i',. r,',,;. 2-#5 Reba ,'.`t''•�i0'.E.�•s}�,�!iii,k'�,µ!,Y�{�! New Closed Cell Spray Foam d r Wall Sections �.• � ,, _ emu'. -,��- "22 - p �✓ f•�l' ,�t,. -i 1,-,h, „ti•',: �y - -�. '��::� �.�.,' Scale:As Noted u "'r; +;..,'-,n`'1 Y; Insulation @ Existing Wood Frame �`� ; � :� -•�� �<»�' •=~µ,. �"� � '" k '" .IIII^ ti -"I,,,I"` 1{, ^•III *`-t'1 !..,•nr,l I ,,i Yw"ll v"�wt-��, n.�. l! �, ( h... 1 'i {,y.'at «y�, j 't•f {Irl N=All Drawings Printed on 11xi7 PaperScaleIs50%ScaleAbove 0New 2x4 Wood Studs 16 I. New ".�//2 GWB � New Closed Cell Spray Foaml Insulation lily A-300 2 Plan Section Detail 3 Wall Section Detail ® 2013 Meryl Kramer Architect Scale: 11/2" = 1'-0" Scale: 11/2" = 1'-0" All Rights Reserved DRAWING ISSUE DATES Issue Set 00.00.0000 Client Meeting Set 02.13.2013 Bid set 00.00.0000 Permit Set 04.01.2013 Construction Set 00.00.0000 REVISION DATES - - -- ---- -- - -- - ----- - - -- --- ------ ----- - ----- - -- --- --- - --------- - ---- - ---- - - - --- - -- -- - -------- - --- - - + ,� 0 ' I I Water 1 w ......r -- o.. El�j -- ' Heater -----------------------� \♦ o Lou. ,.1 Fixture Schedule: Electrical Notes: -Switches To Be Installed @ 38"to ' -�A - RA ;HA = ED Type A- Halo H991CAT-4"recessed downlight, Center Line of Switch A.F.F. Or As line voltageincandesent w/993 4" Noted On Elevations. -�� coilex baffle;white. -Outlets To Be Installed Horizontally In Center Of Baseboard. rich DED Dinin m Bedroom + 0- Type B- Progress Lighting (P3408-30)Ceiling -All Switch Plates And Electrical In Cabinet ,:_____ + \ Mounted Fixture w/white glass Ionia Covers To Be Matte Snow; Maestro ' New Basement Existing Basement ' ; ; I li / ,'� ' Ser Sw ch P aite Cov Dimmers W/Claro R �o]. \♦�� ' Type C- Progress Lighting P3408-30 - ' ♦♦ `` ; I I ,' A A-___ A ► close-to-ceiling, ceiling mounted fixture "Dimmers @t All Lights Locations; 9 9 Except Closets. ' w/white glass. % + -All Closets to Have Jamb Switches. I ' ' ' ' 1 ' \ •-\ -'_1 _II ;I I 1, I I / _----- Type D- Fantech Premium Bath Fan w/Liights -All Central Vacuum Outlets To Be ' ---- ♦ _ _ (PB11OF)- Fluorescent. Installed Horizontally In Center Of To Seco 'd loo f� � ►� � .' '-. ' Electrical Panel ' Baseboard. B I I I ' -------- ' ' , 1 DED 1\ I 3 ♦♦ M J • i I Condenser ___ " ,/ ,' I \ ♦\ Type E- ,i 1 1 Existing ; , -m-- $ --' ♦C --- --- \�,�EREDApe, 1 --- - ' A I I _ --r ----------- --- ---- -----J ---Chk7iney Base-- ---' 1 ---- - / I ♦� Mud Laultd l�P - \I � -' Q� �yL � ��' -,- , - Type F- � � � ac ---- -- Room+ O + + , .� Condenser I , I ' h--------� 1 1 B _�'�._ .' A + Bathroom h----'----� ---- -- Electric Legend: s� 02 802 New Basement ❑N i g q 0 1 or% �\ Single Pole Switch f--------0 �DNEv,I�( I o �/ LJ -®' ♦\ Foyer Living Room 1 ��� Multiple Pole Switches ' ----- \ � -"' - , Drawing Legend: ----------- - --- - -- -- --- ---- -- ---- ----- -- - Three Way Switch ' Wall To Be Removed -- - ---- ----- - - - -- - --- --- --- - ----- - --- __ _______ 1 ► ; 3�P) Three Way Mutiple Pole Switches - 1 Wall o Remain 1 ' iv \\ I B �J Automatic Door Switch New wall • --------------- ------------------------------- ------------------- \♦ i NewFoundatlonWall ♦ I $ Duplex Receptacle Outlet ________ Lines Above Duplex Receptacle Outlet ------------ Lines Below ---- wP -Split Wired — — — — _ Guidelines GFl GFI Duplex Receptacle Outlet — — — — Fence Weatherproof Duplex Receptacle) ioi Door Tag ' ""' Outlet Basement Pian First Floor Pian DED Appliance Receptacle Outlet sos Window Tag 1 Scale: 1/4" = 1'-0" 2 ScalEe: 114" = 1'-0" ® Floor Mounted Duplex Outlet —� Section x, Sheet A-XXX �Q Floor Mounted Phone Jack x Detail Tag Q Carbon Monoxide Detector I. TV Floor Mounted Coaxial Cable (TV) x I I J Elevation Tag ' Y t Surface Mounted Ceiling Fixture ' Interior Elevation Tag ' pwa Exterior Recessed Ceiling Fixtures x xxx x x ,♦ ( Surface Mounted Fixture ♦♦\\ I Flood Light Bedroom 2 Bedroom 3 ® Recessed Ceiling Fixture I ®wP Recessed Ceiling Fixture w/ ---- s J waterproof trim kit Recessed Ceiling Fixture Shielded 1 � / 1 VSD Directional - nYY Floor Mounted Washlight Fixture I I II111_ I_ I 1 I I 1 0 irst Floor wP P M E R Y L I R A M E R i--�♦ i i O arch tect I I I I Waterproof Walt Mounted Fixture I I I 1 I i I I I 213 E,FRONT STREET P.O.SOX 683 OREENPORT NY 11944 I O 9S!•4f7•�159+ �-� -�- Wall Mounted Interior Fixture - I CkB CIO B Track Light To Attic 1' ' ' __-' ' •---1 Under Cabinet Light —FQ Telephone Jack Wren Residence -- s �/' Data Jack \♦ ( ' F TV TV Jack 225 Hippodrome Drive Southold NY 11971 I , � f AV Controls C Mauer Bedroom ® Thermostat ---- ------- ---------------- I^ Proposed Conditions: , . : - -- � Exhaust Fan/Fan Light (Fantech) Electrical Plans ' Scale: 1/4". 1'-011 --- --------- ------------ ------------------ 'eld- Ceiling Fan (Modern Fan-Cirrus) B• te•All Drawings Printed on 11x17 O Smoke Detector Paper Scale is 50%Scale Above Cam; s Fs Ceiling Mounted Speaker SP Wall Mounted, Waterproof Speaker 10 1. 0 Security Keypad ® Central Vacuum I Roof Plan •5eccond Floor Plan 4 Scale: 1/ = 1'-0° 3 Scare: d l = 1'-0° 92013 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES 3 For Construction 05.31.2013 Addendum#1 04.29.2013 17"-4 1/2" �, f A•31oo A-30o Bid Set 04.15.2013 Permit Set 04.01.2013 3'-2" 2'-51/2" 6-1 1/2" existin stair 31 2" 3'-2"5'-71/2"51,/2" '-5'-71/2" 31 8'-103/4' 5'-2" REVISION DATES 41 2'-5 1/2" 4'-2" to remain I!2 4-� Leader To Drain a) ID To Approved window indow a Outdoor _� I Drywall Propane ------ - Z - ---- - - - --- -0- - - -------- --- ----------------- `. c _ c Hose ib Shower - o 0 o A Tanks 00k B01 M - - O o I _ 1- - -- - - - - -- - ---- - - ----- - - ------- - ---- i.. I Water I ( Line ofCebinbr�bQ�e I Mcregave New Foundation Wall 1 eat Pump Heater Rer. ---'---------'1 0 'nwasna - - wave New Leader To Drain ' I Secure New Foundation Wall , ; " - �- -� c, To Approved with 24" ILong Bars #5 12" o.c. I I /� ���I Drywell Vertical, Dowel Into Existing I ; Existing Foundation LL -- - Foundation, Solid Grout,typ. ' Wall To Remain 2 x 8 000f Rafters 16"o.c. I �I 36• 2 x 8 Roof Rafters 0 16-o.c. c"n�� - t1ERED 2'_0° I I -ti �SCti m I I x I� �G` (4 R lJ► ' 117 8"TJII 230 FJ 0 16"o.c. I °'I I °�I S �- 0) �. rn 27"wall Existing Basement c�-'o°- o, 104 IB kfast I �.� Kitcheni.� �� Oven Dining Room " Bedroom TECO Joist To Existing Box Beam g m ti �,L. 6 I :O N) I I ti� �� I (D A j LC New Basemen Recreation Room i ' I I ��-04 New 4"' Poured Concrete Slab I , � i I C�q.L Central Vacuum I ( 3 w/6x6//10/10 WWM on 30 i i a� Electrical Panel By Owner 1 I axo' I 113 cq� 4$!7L mil Poly Vapor Barrier On I I� o rn I I I'I c� L- QF��yy I '" -J a A-300 io L Line o ly Ceiling Above —I q I A-300 __ Compacted Soil I (0 - - , �0) New Opening In 3 2x10irder ; 2-11�Q3" LVL ' �� Existing T-, Foundation Wall /I !%n UP I - I 1 ' � � - 105 (D N +het, — 103 — - -- --- 3 1/2" IDia. Steel Column On ' "'' T -------- ' 1 i 602 M &106\11- 2'-0"x 2'-0"x 1'-0" Footing ' ;. -------- �.�.L _ I 1 .�,,. . .: . �. , }I I .'� ; �•;.�. ' -------- .I_ MIT �fi � �� O II , _ I 1 .',.. Lower Shelf ; I,ti% g' +'.{ 3.9 1/2 / 2.1" 3 �2 31 11 P- l2" ' ' Existin 3 2 " 3 1 oo I0) , r _ � - Exist, Stair to Remain - - o , -- ?-Line of Retaining Wall Below ; Chimney Base =y; - --- - - ________ ; - '---------------- UP ti 1 h -------- MuWIr --- New Basement 2-0 '' h --_----- .i `j Room ; � - � Remove Masonry Wall, CL I) I I' - Frame Wall To Remain9 2"TJI 230 FJ@16"o.c. a. New4" Poured Concrete Slab Min• __------ 5 �'a AIL w w 6x6 10 10 WWM on 30 " -------- rNl 40 o c� v�'0 ---- / / / Bathro I I Dowel Into Existin - �II �� g Boa I ob mil Poly Vapor Barrier On Ua ti ._ 2x2 Tile W/2x2 Woo - -i Foundation, Typ. , p _ _ 1os ----- Tile Flo I 111 I c Trim Surround A Compacted Soil Existin Crawl S ace To Remain DN 2-9 1/2" LVL Below Wall Above �_ 2-9 1/2" LVL Beam New 2" Poured Concrete Slab See A-401 I i�� A---•—'—------------- ' 8� --- ---- -----•-- on 30 mil Poly Vapor Barrier II : .,- 't r; _ cu ForLayout ��:i,,. ..1_I ' !! a� 3 1/2"IDia.Steel Column On I` ro -- m' -- 1--- -- ( Low - M co 2'-0"x 2'-0"x 1'-0" Footing I o 1os - rt Fover __ X Cabinet Living Room o ' ( (3j o I Wall bine 112 -I N A I ( !� Remove Existing m> OOe ! ryl co " I From Ki n x N E { Tile Floor --- e-I L ------ - ------ - - --- ---- - - -- - -- -- --- Foundation Wall, II \ N'= @J rJ i Support Existing Y, N 1 See A 401 00 " Structure -Fc�r Layout-- i--' -_ _--- _ _ -_ _ _ _ _-.-- - --__ _ --_-___ - -_- L I - ', u N Ho ib - _ --- Z� �Z cn I o �; c _ = c = —- - _ - 4 Drawing Legend; �� a M -. 40 1 10 ,_- (D = _ _ _ _ _ _ Wall To Be Removed CL -_____-_Q__ a -__-_-_ Leader To Drain I ; j m WallToRemain N a c� To Approved 101 t ' Drywell O L New Wall New Foundation Wall u u - u " A A A -—————— 3-2 2-5 1/2 5-1 1/2 2'-5 1/2" 4-2 Lines Above 3 1/2" 8'-3I" window window Leader To Drain To Approved ------------ Lines Below 17r'-4 1/2" Existing Crawl Space Drywell _-_•_._. Guidelines Foundation Wall and 17'- 1/2" 29'-113/4" i Footing Remain Note: Provide Min. 2-2x8 Header At All New -"-"-' --' Fence Window and Doors Unless Otherwise Noted 101 Door Tag 1 Basement Plan 2 First IF10��� W Plan Verify Stud Wall At This Scale: 1/4" = 1'-0" SCale; /4 Location.Add 2x4 Stud 10 Window Tag Wall Inside Masonry Wall If O O None Exists Ax -r Section X, � ---------------------------------- ----------- ! ----------------------------------- --------- SheetAXXX Detail Tag Closet 202 o ' I I I Elevation Tag I x xxx x Interior Elevation Tag x it Nevw Membrane Roof Belo New IMembrane Remove Existing Asphalt 1 Shingles And Cedar O I Bedroom 2 Bedroom 3 �„ `J 1 Rorof Below c Shingles On Lath 1 New Asphalt Shingle ' " II I I Roofing On New 5/8 1 , Plywood Sheathing I A-300 i t A-300 O 201 1 o O 1 I I 1 'oO 1TO M E R Y L K R A M E R t / Existing j Existing , I 203 Dormer Roof Gable Roof u'S O " it n ' 9 r C h it e c t J ist� 16 o.c. I , — 204 I I 213 E.FRONT STREET P.0.BOX 683 GREENPORT NY 11944 II I 831•477-6736 Existing Chimney � I I I I m I ❑ ❑ ' To Remain y i Existing Pla3te I Closet Closet I iv ' Height; 710" 2oa — 205 I 'I , � 10 . ( I I i 'II II I II III i N II i I I IL II � I I I I II I I T , I I ' ° ' Wren Residence ! I I Remove Existirng Window, Patch l& 0 225 Hippodrome Drive Repair Wall C�o Ba room I Southold NY 11971 I .3 I ' - �-I- Master Bedroom I I I i I i Dormer j I Floor Plans Extension ! I - - - - ------------ Z --- -------- -- - ---- --- un ----------------------- -- -- --- - - I �se 2os r I t - Scale: 1-0 r I II I ! III I I I I I I I - I I / I � I II I , I I I I I Q No rte:All Drawings I I I I I I I I I I ngs Printed on 11x17 o Paper Scale is 50%Scale Above I i I I it li I 'I ! II I i II I II ! i ' Ili Ili II I I B A- 100 0 Verify Stud Wall At This Location. 4 Roof Plan Secornd Floor Plan Add 2x4 Stud Wall Inside Masonry Scale: 1/4" = 1'-0" 3 Scaler 1/4" = 1'-0" Wall If None Exists © 2013 Meryl Kramer Architect All Rights Reserved I;,ii I � 2 2014 ;�j i , REPLACE BASEMENT ENTRANCE DOORS RE NEVV WINDOWS NEW WINDOWS ' y0� � $ REFRIG ~�~ 771 DW o BREAKLINE @CEILING U Y U STORAGE POCKET DOOR \ a SHOWER/ KITCHEN 0 DE 11'x15' GREAT 4'x 5' REPLACE EXISTING 4 ROOM ISLAND OVEN WINDOW FAMILY ROOM 16'x 15' 14'x 15' o ' is ,; U qLj LIINE OF EXISTING HOUSE R c DINING ROOM p 11'x 15' o S W 4'-0" 1'-0" REFRIG PAN RY CABS BOOKSHELVES 1 4'-0"POCKET 77 cm EXISTING GARAGE CLOSET UP DN FIREPLACE 21'-9" x 22'-3" Ir MUD ROOM HALLWAY LIVING ROOM 24'x 14' REPLACE EXISTING o WINDOWS 0 o BENCHLu �Ny Lu BREAKLINE @ CEILING LL 0 LL LJJ z U BAT LEGEND z � w z EXISTING WALL 0 NEW WINDOWS REPLACE EXISTING DEMOLISH WALL -------- WINDOWS ------- Q NEW WALL w 0 FIRST FLOOR PLAN INSULATED WALL z � � III � �� 0 4 = 1_0 z 0 Qw N > fy 0 zS ri w Q � w w z 8' PLATE HGT dormer wall PLATE HG in o0 ~ can I 6-1" KNEE WALL BEDROOM w 14 x 11' 3 o I 161EDR0011-21 o ~ I— w BEDROOM MASTER WI LO ET ai ' a Y 101-9"x 9'-3 11 7 BATH " - 7x3 8 c� 11'-1 x 9'-3" Y/ io I1 CLOSET O zf ffh I a w cc z R CLOSET 5 WE LOSET HALLWAY ( �� /'G CLOSET — — L _ � _ POCKET POCKET Y '' O# i b. m CLOSET ® a W W LOSET I • DN w D z LAUNDRY i BATHROOM 6'-7"x 5'-5" 10 9'-10"x 5'-5" O W LEDGE/ SHELF 1 8' PLATE HGT 8' PLATE HGT �- BEDROOM 41 = 14' x 11' w a ISEWING ROOM ± 16-10" x 12' � I w F- z a. Fi L Al8' clg. @ exist. gable SECOND FLOOR PLAN Y2" _ ^1-0 " - R FIFO � ti�ERY(R y m 0 c 0 c � O 12 12 ASPHALT SHINGLES 16 16 CL U fa 12 12 „5 ASPHALT:SHINGLES 8'CLG HGT N C6 TOP PLATE AT BEDROOM DORMER LFEJ CLAPBOARD SIDING = CLAPBOARD SIDING � IL 0 � w REPLACE EXISTING b: Z WINDOW a F- a � � ASPHALT SHINGLES 000 Z ` 00 NEW 2ND FLR iz- - CV • � EXISTING 2ND FLR STUCCO FINISH TO J MATCH EXISTING Ll �y 0 111i LILILI U. W � ZU 1ST FLR LO z r STUCCO FINISH TO EXISTING STUCCO FINISH REPLACE EXISTING WINDOWS MATCH EXISTING PROPOSED ADDITION EXISTING HOUSE LLJ TO N noso I z ozo NORTH ELEVATION - Q LLJ cn I" = it-0" 4 z W ASPHALT SHINGLES .a rn 8'CLG HGT a TOP PLATE HGT AT / TOP PLATE HGT AT EAST W a WEST DORMER — DORMER = °C REPLACE EXISTING _ WINDOWS _ eK p w CLAPBOARD SIDING j a 0: p ES AT ALL DORMERS - w ® !®' CLAPBOARD SIDING AT N a 41 g ALL DORMERS bG _ rot ® FIFTI ` co a (p E ` ` a m W SECOND FLR FLR NEW SECOND .poo IE c� r � r N Ln 41 v EXISTING SECOND FLR Li STUCCO FINISH TO MATCH EXISTING 00 00 - O I I FIRST FLR NEW WINDOWS GRADE FIRST FLR N Z O a w J W EXISTING HOUSE PROPOSED ADDITION SOUTH ELEVATION 4" = 1'-0" C O C C O D 7 W `.' dap � �xx N N W o 00 OD O ASPHALT SHINGLES c'h� Q ASPHALT SHINGLES cv 6LAP�6I�f[�+8fdr�AT DORMER&L DORMERS AWNING WINDOWS CLAPBOARD SIDING AT ALL DORMERS � , I AWNING WINDOWS NEW SECOND FLR EXIST SECOND FLR EXISTING STUCCO FINISH Z W DOE] M7 o_ U FIRST FLR !' Lu z i � 0 REPLACE EXISTING DOUBLE Z ■� d HUNG WINDOWS w Cn J W 0 WEST ELEVATION ry I 4 zz � 0 o - W 0 0 o � Q 12 16 — ASPHALT SHINGLES PLATE HGT @ EAST DORMERS ., CLAPBOARD SIDING a W CASEMENT WINDOWS cc (FOR EGRESS) w F E5 y ti LLA LLL---t-j ull�ULAL-w IJ- a cl 11 �- r E � � NEW 2ND FLR a t 01-0" a w W EXIST 2ND FLR W r un in STUCCO TO ir MATCH EXISTING co I y1ST FLR 101-0" v' Z O Q W J W EAST ELEVATION 111 = �1�_O�� A3 4 1