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HomeMy WebLinkAbout37930-Z Town of Southold Annex 3/26/2014 P.O. Box 1179 54375 Main Road 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 Sec/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 • Signaturd~ t TOWN OF SOUTHOLD BUILDING DEPARTMENT ® TOWN CLERK'S OFFICE SOUTHOLD, NY f 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 Y Building Inspector ~j DEC 202013 'J Form No. 6 - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form)- 3 . Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on,Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.000 Date. &c. ZOO 1A l 3 New Construction: I I Old or Pre-existing /~Building: (check one) Location of Property: 02y/ tTi np0rrome, 0(' i yr cl 0A 0 lJ-- House No. Street Hamlet owner or Owners of Property: z5h ,r) Wf eyn a j 1G f ro n r~ Suffolk County Tax Map No 1000, Section ~(P Block o2 Lot Subdivision Filed Map. Lot: Permit No. 3 q 3 O Date of Permit. 0~( I l 2O t 3 Applicant: Health Dept. Approval: VI/ Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 010 Applicant Signature fjf so Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 rog Southold, NY 11971-0959 er.richert(a)town.southold.ny.us 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 Indoor Basement Service Only Commerical Outdoor tat Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey fl Attic Garage INVENTORY Service I 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 GO 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 reopticle Notes: Inspector Signature: Date: Dec 16 2013 81-Cert Electrical Compliance Form.xIs O~~r - -ten C~~ aA = Town Hall, 53095 Main Road Q Fax (631) 765-9502 P.O. Box 1179 'y •y Q<~ - Telephone (631) 765-1802 Southold, New York 11971-0959 BUILDING Li DEC 2 0 2013 J NOF SOUTHO DEPARTMENT CERTIFICATION Date: ~~i•{~/3 Building Permit No. Owner: SW'0'6U 19,60 -To mo 1()12n) (please print) Plumber: 6eoe2q (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. V= L. LOM rNNo 01L06010081 Ou11M in Sufld ou WAWN Low" 1` ~-I C ( lumbers 1 ure) Sworn to before me this day of yi, 204 Notary Public, Z-Ld K-County SO(/ly_ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ /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 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 4NSPECTION [ /FNDATION 1ST ROUGH PLEIG. NDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( [ ] ELECTRIC REMARKS: A 7:n DATE 111 ) z -3 INSPECTOR 7? OoOf 8W/rh v 9415 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 SPECTION [ ] FO DATION 1ST [ ] ROUGH PLEIG. [ ] ND N 2ND ] INSULATION [ ] FRAMIN G ] FINAL [ ] FIREPLACE & [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ^ zf~ ,0000, DATE 3 INSPECTOR 3 ? ~ ~ Q ~ o~~,OF 80f/l~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOU ATION 1ST [ 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: DATE I L INSPECTOR 801/l ~ '~6hUNl'1; TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ) FOUNDATION 1ST [ ] ROUGH PLEIG. [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FIN [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION ]FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL INAL) REMARKS: \ I I DATE INSPECTO *ow, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ j FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / V7 DATE tfiff3 INSPECTOR v 47 *of sol/p uramm** 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 ~~J INSPECTOR i OF SOUTy„ yr f®# 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) LECTRICAL (FINAL) REMARKS: ~~~C~-off DATE INSPECTOR Q_I3 , 1 o~~,OF SOlj TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST ( )FOUNDATION 2ND ()ROUGH PLBG. ( ) I ULATION I ) FRAMING /STRAPPING [ FINAL I ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. ~pcZ _ DATE P2 l3 INSPECTOR FIELD NREPORT DATE CO a wro Ide FOUNDATION (1ST) FOUNDATION (M) 1 i o zy a ROUGH FRgMM & O PLUMBING iRj~ R o- 7r INSULATION PER N. Y. STATE ENERGY CODE o C 'y FINAL Q V 11 ADDTfIONAL COMMENTS 77 G m L: 0 U>. j Z7 io Z6A TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTrHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southold[Town.NorthFork.net PERMIT NO. ,S-701 3rD r- Check Septic Form N.Y.S.D.E,C. Trustees C.O. Application Jf Flood Permit Examined 4/10 20 fa Single & Separate Storm-Water Assessment Form Contact: Approved Il 20 13 Mail to: Disapproved a/c Phone: Expiration 110T, 20 uildingInspec or APPLICATION FOR BUILDING PERMIT APR i; J. Date 20 ` 0 0 INSTRUCTIONS a. This application MUST be 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. S t re of applicant or name, if a corporation) ~0 ~fJX C1 ~i ~ l~f'.r~G'r1 p7Y~i I~l `~ll (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 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: 22P) 4:0END&WE , Sul1 (.b House Number Street Hamlet County Tax Map No. 1000 Section ~O~ Block L Lot ~L Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: - ` a. Existing use and occupancy E) NLUL t A-M i 1,'r b. Intended use and occupancy 1' 1 3. Nature of work (check which applicable): New Building Addition Alterations Repair Removal Demolition Other Work (Description) 4. Estimated Cost 0' 00r) Fee (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: Front ~,'O • "D, • Rear Depth 1 , Height Number of Stories ''L Dimensions of same structure with alterations or additions: Front 41 Rear Depth I . /Z' Height Number of Stories 8. Dimensions of entire new construction: Front Rear lth Height Number of Stories II I _ 9. Size of lot: Front Rear 144 r Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated F, - o 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 JOwl '?5'+rkD yAddress 1AS 4}1FPbL1(' e, Phone No. Name of Architect (AAf.RYi~ K,FAj'f0A- Address h) EQ( 6i3 11, 6 111E11~(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 j * 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, c xt NIE 17. sj1' H No?.;spy Public, tn'e 04 i~ York (S)He is the No. 010,080 5C5fs (Contractor, Agent, Corporate Officer, etc.) :eaa:iiied in ~zgin1 - u . ~b Corrnmissior cr < A- of said owner or owners, and is duly authorized to perforin 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 thi ,fir L~ day of (:I 20 Notary Public Si a ure of Applicant t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY31971 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. Examined , 20 Contact: Trustees Approved / 20 Mail to: Disapproved a/CA3~A d Phone: Expiration 120 Building Inspector LICATION FOR BUILDING PERMIT MAR - 1 2010 INSTRUCTIONS Datej , 20_ La BLDG. UPI- a This a F 0 THOLD a 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. i f applicant or name, if a corporation) 0 ?7a to (~~5 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Af Z6A ITGT Name of owner of premises \ li0 hsF,0&1 WRI~, (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. Locat~nofland on which proposed work will be done: 5 A-WMDROMa LPAVF-e '90- UTI+ 0L--b 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 occu ancy of proposed construction: a. Existing use and occupancy MIN 9E;!&i,W AI GE 1 DENG b. Intended use and occupancy o N 6CMILv 3. Nature of work (check which applicable): New Building Addition t/ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 12-,00.,000 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 a istin ~~ntctures, if any: Front _2p, S Rear Depth ,?)I 2 Height' Number of Stories Dimensions of same structure with alteraliogs or, additions: Front • ( _Rear Depth 9J` • 7i Height ~2L ~1 Number of Stories_ 2 8. Dimensions of entire new construction: Front -7 & • Reaz 7 - 1 Depth 31 Height li Number of Stories 9. Size of lot: Front Rear + Depth -710 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated V,-40 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 p 23 tA~ bR soMe No. l4 211 4821 14. Names of Owner of remises ress Name of Architect Address 1 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_~ p ` A r p M'~~ 1. Kg'~ Ar-- - being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the {~9^~ (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 thi"s - 1 :~A day of I V ~U l~ Gin 20_1~)_ IA46- Notary Public ~ \J0 Signature of Applicant Notary Public IEStatte NCH New York QuaNfied inbSuffolkOCoun Commission Expires April 14 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 BOARD MEMBERS pp SOUIy Southold Town Hall a Leslie Kanes Weisman, Chairperson ~Dy~? Q~ 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 James Dinizio >~t Office Location: Gerard P. Goehringer G e Town Annex /First Floor, Capital One Bank George Horning 54375 Main Road (at Youngs Avenue) Ken Schneider Southold, NY 11971 http://southoldtown.norffifork.net ZONING BOARD OF APPEALS D E C E TOWN OF SOUTHOLD D Tel. (631) 765-1809 • Fax (631) 765-9064 INGS, DELIBERATIONS AND DETERMINATION BLDG. DEPT. MEETING OF DECEMBER 2, 2010 TOWN OF NUTHOLD NAME OF APPLICANT: John E. and Sharon I. Wren PROPERTY LOCATION225 Hippodrome Dr.Southold NY SCTM#1000-66-2-32 SEORA 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., 76.00 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%. I 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 a reduction 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. Page 2 - December 2, 2010 ZBA File#6389 - Wren CTM: 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 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. 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 architecUagent 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. 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, 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 to be true and relevant and makes the following findings: 1. Town Law 4267-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: 1. The Pinto house directly across the street from the Wren property (SCTM 1000-66-2-25) is 2,523 sq. ft. 2. The Libassi residence (SCTM 1000-66-245) 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. 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 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. 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 4267-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 4267-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 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!l6389 - Wren zTM: 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 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-B, 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 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. 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 ermit 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 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 Boar& Ayes: Members Weisman (Chairperson), Goehringer, Horning, Schneider. Nay: Member Dinizio. Thi esolution was duly adopted (4-1). r Le lie Kanes Weism , Chairperson Approved for filing p /07/2010 BOARD MEMBERS ~I sours Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Eric Dantes Office Location: Gerard P. Goehringer G • Town Annex /First Floor, Capital One Bank George Horning 54375 Main Road (at Youngs Avenue) Kenneth Schneider ~eooNV 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 ours, Leslie Kanes AppeChairperson - n Zoning Board of Appeals ! ! 11, FEB -4 2014 CC: Michael Verity, Building Department I i r, pf SOUryo~ Town Hall Annex T # Telephone (63MS. 1)765-1802nv.us 54375 Main Road ax (631) 7 CP 2W. P.O. Box 1179 roger richertown.so Southold, NY 11971-0959OyC BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: GT,L! C /A Date: Company Name: L- Name: ,S License No.: 5 7 t~ Address: 0.2 IC^ Phone No.: S--6/6 JOBSITE INFORMATION: (*Indicates required information) *Name: A015 -Aj *Address: o2as /V/z®O gma"Z c *Cross Street: x~ Oo/? *Phone No.: 63/ 7~-S 194/ Permit No.: 930 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) r--O y14 n 91"1-9 (Please Circle All That Apply) *Is job ready for inspection' YES O Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If n eded) *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 C \ \ti I I 82-Request for inspection Fonn I v ' ~v~ e. ~de"`* 3 Town of Southold -Chapter 236 - Storrrtwater Management ~g SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APP CANT NAME: owner-Agent- COnetdhM• Conaacbr or other (Circle Omi Props OWNEI:(NDIaenM then Appllung =IL`f G P2-AM-,,- '30HN 'f n t-4N~{ r w9tKi Address Tyr j6( ( „ _ C7 Kt- ~Nphjf ~p Y 1 Address: U }~'~i 1/Ft/F'1 ~'i (ry" Telephone _ FeayN:41- CS'b6 Telephone P. ea~d FUR -Las E-Mi Q (ICfiIL0jt1 E Mahwr`rePs• ! . LO?V1 Peop.v Addnae: X9.1 f sricf Description ofConlaUttioe Aciift Proposed stnyaaat BbM Soil S.C.T.M.I : tgap 2n - bAzapoa BM N Project scope and7m Segnrmce of Copslnarbon Acd* j Or'Tea e.so.s to II~oaEe``/sdSdnW Filson Neatbal Moresof Cantnctorandrar Contact Parson aespauale for implementation of SWPPP: --OCS/1kt_ _r 1J~tl__~l±~F 1.~ Y i Address: Telephone fi Fee r! (OU Name of persons Responsible for Installation a Maintenance of Erosion Control practice: N Ib Q dines,. TMail: eO: Fee d: - - - _ E-Mail: project In1~-y Tdala Land Clearing P ecl Parceb: to JI ardor Ground DiSlabance: Is venal u,ml i project DUraflon: Sion F~ (Anticipated) _225- Date: Hate: Will this Project Dlsturbe five (5) or More Acres at Any One Thine During the Proposed Devetopmetd? Yes KoY it YES: Pismo AmwvtM Following) ' a. Does the Applicant have a Quailfied Inspector on 0 0 Staff To Conduct the Required Inspections 7 Yes No b. Does the SW PPP Indicate How Frequently the Site 0 0 List the NAMES or description of all Potentislly Impacted Waterbodies andrer wetlands: Inspections will Occur and for What Period of Time ? Yes No c. Does the SWPPP Adequately Identify All Temporary i and/or Permanent SOil Stebelfzatlon Measures? Yes . No . d. Does the SWPPP Adequately Identify a Complete. 0 0 Project Phasing Plan ? Yes No Sows of hepacled Woterbody: (eq. TMnL, 303(d) Listed, Impaired_7 e. Does the SWPPP Indicate Additional Site Specific Pradlces that Will be Utilized to Protect Water Quality 7 Yes No _ I. Has the Applicant Submitted a Completed DEC Notice Type of Impaotad waterbod y' (eg. Lake, Creek eaY pond, Sound, Freshweler Wetla,O...) Of Intent and SWPPP Acceptance Forte for Review Q 0 by the Town of Southold ? Yes No i S1-Al-F. OF NF.W YORK, COIINTY OF SS I That I . li d ........".4". being duly swom, deposes and says that he/she is the applicant for Permit, (None 'ntlisi Docama+) And that he/she is the ownan lbnbepon Agent, Capaa4.olacu,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 application: that all statenrenb contained in this applicator are hue to the best of his knowledge and belief; and that the work will be performed in the manner set forth jn the application filed herewith. Sworn to before this - S- day of 20- t, Notary Public: V1 Si aloe aApPOcenq I SWPPP Assessment FORM: 03-12 j e 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 GREENPORT, NY 11944 PO Box 1179 Southold, 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 # 1000-4EIe3i0 bb-2-3L 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. *BRe jads A LEE D AP JAN 292014 i_ Z I v r v Ix yr ~410 t o Vw rnwrCK 1 i KCUWKY UAKN IVNER STREET VILLAGE DIST. SUB. LOT AMER OWN ~ ' N E ACR. lrex-~ /L.-T- (a~~e~J T tSYs W TYPE OF BUILDING IfeA,ed S.(v eAN1 rni= 6r. -I&ccp ;.X/ 6 SEAS. VL. FARM COMM. Co. MILS. Mkt. Value -AND IMP. TOTAL DATE REMARKS .5 Gt4© -1780/ ¢ 3 o 3173 Fs -21 Mj ~p J4 PA -1 F -9 ~7 LJ e a 9ov sou S~fGO 3 7 _ - -Jr, ly, . kAi~ z 8f Z-#- 02 Las-- l a'+1t -L t2S73 AGE BUILDING CONDITION ?N NORMAL BELOW ABOVE .P.Wi Acre Value Per Value Acre able FRONTAGE ON WATER Aland k FRONTAGE ON ROAD idowland DEPTH ise Plot BULKHEAD 4&4 owe a DOCK COLOR n , f TRIM ~ccJ }~I I Ft' I - a M. B TY x 3 = q6 / , Extension Extension Extension Foundation Both o y Dinette Porch ~a x 8 w a v Basement l.ll Floors a K. Porch Ext. Walls f UC fG Interior Finish Y 0 cK LR. Breezeway Fire Place /t a Heat DR. Garage 2 xaz3yy r) Type Roof ( ~ fe Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FfN. B O. 13. Dormer 1 d 6riveway Total y 8 SURVEY OF LOT 2 BLOCK 7 MAP OF BEIXEDON ESTATES q'Rbs FILE No. 1472 FILED MARCH 16, 1946 SITUATE SOU THOLD d G TOWN OF SOUTHOLD Oro . ~ s .°o SUFFOLK COUNTY, NEW YORK s? s cty S.C_ TAX No. 1000-66-02-32 4s Sc~~'`(~~i j 'S \ % SCALE I"=30' + aQ~ Oy" MAY 16, 2007 ^•(lj." I. • . \4 a\ FEBRUARY 24, 2010 ADDED PROPOSED ADDITIONS 'QVY 4.. \ q~ \ ~<'4 y { II a y,~ ® AREA = 10,944 sq. ft. 0.251 Do. \ s NOTES: f O~ W"1 r ~ .k y ~pSSy 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM F .p i- U ~i • 4 Sp P EXISTING ELEVATIONS ARE SHOWN THUS: 14.P 2. MINIMUM SEPTIC TANK CAPACITIES FOR 5-6 BEDROOM HOUSE IS 1,500 GALLONS. JZ.a 0• 1 TANK; 8' DIA., 5' HIGH Y a 4'v, A•. © 3. MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 2 POOLS; 8' DEEP, 8' dim. J Z v ' • LOT ® PIS ONG~' b!7::i:!:::'. : : ::.:.:GQQI PROPOSED FUTURE 50X EXPANSION POOL PROPOSED e' DIA. X 8' DEEP LEACHING POOL { may` pµ1 t0~ ,p• ::_::;::y PROPOSED 1,500 GALLON SEPTIC TANK p}1gA ?0+ "'4' of © 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. '\t .y 6. THIS PROPERTY IS IN FLOOD ZONE X 0 0 'n FLOOD ZONE INFORMATION TAKEN FROM: yr` FLOOD INSURANCE RATE MAP No. 36103CO158H lA' ~j- ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. TEST HOLE DATA ~~,F' LLD 5 LDR Fz (LEST HOLE DUG BY 77-US oMcE ON raNNURY s. 2010) PAN "cwxuva wm~ 011killamm A. a ~P 1.4 " CERTIFIED TO: In ITIE N s O ONm aa?1 savor InNI a ,~C~""" JOHN E. WREN Cp wNn sNO ° c r T r SHARON WREN ca i ' vOraRWN WmRN fRE m t011~ 4110 A' /.Er EXISTING BUILDING COVERAGE DATA PROPOSED BUILDING COVERAGE DATA ° 50467 N.Y.S. Ua. No. 50467 M MIS 6 A vuArw aP DESCRIPTION AREA X Lot COVERAGE DESCRIPTION AREA X LOT COVERAGE W ~ 'C"' "°N` SrA>E Nathan Corwin BI Pmunox uW, EXIST. HOUSE 992 sq. ft. 9.1 X EXIST. HOUSE 992 sq. ft. 9.1% N IslaNar mwr caPR.s D 1464 ARYEY INP IiDT 9FNmc m a MNa m.nElon polm ax Land Surveyor FEBO 451E 1M 0NOr RE aaN9~F]EWD EXIST. PORCH 286 sq. ft. 2.6% PROP. ADDITION 1,246 sq. ff. 11.4% 10 E ~ A A V11D TM C0°''• a]RFIGmIe smoor O IRIRDN s RN TOTAL a y m NE Palms! TOR aw LIE SiRA4Y EXIST. GARAGE 384 sq. ft. 3.5X 2,238 sq. ff. 20.5% s PRPwa x ANp am NR RoRU m 1NE TIIi aaMPNIr roRnRAertx AmNLY RNn TRk SWIVIS - &II)Slaiorp - Sib Pkro - CmotrmOm Layout IENGEm NOUIRM [WEE) HDWDI. /40 TOTAL 1,662 s q. 15.2X m 11c "®°'m aF LIE uIIORIO RIRIF q• tliaaN. mtnlrAtlOla ARE Npr 1RN/WFARMF. PHONE (631)727-2090 I= (631)727-1727 ATHIpE ~DOSTEWX OF RIM OF WAYS OFFfCfS' UXARD AT MWBXJ ADDRESS AMY OR TASOIDOS OFRFCOIm. AF NOT SHOWN ARE NOT d1AR 011 15M Main Road P.O. am 16 Jm mpmt Now Yark 11947 Rkwtmd, Now York 11947 SURVEY OF ' LOT 2 BLOCK 7 a MAP OF BEIXEDON ESTATES Yy~~P.~a`4y,sly FILE No. 1472 FILED MARCH 16, 1946 Es K_ SITUATE 148 Ary „L-. CC SOUTHOLD ~dry0~ TOWN OF SOUTHOLD rS Azl~ SUF OLK COUNTY, NEW YORK -11 S.C TAX No. 1000-66-02-32 o e~~ ptEa RlaSSp~~ ~e ? \o; ik >o. ~~s a =I~~ SCALE 1"=30' SSE mE Flo Os~~Q { S 'o. m~F~ MAY 16, 2007 O Sep Q~e `6 v -?=UA Y 24, 2010 ADDED PROPOSED ADDITIONS j 4 09 k a v MARL 25, 2010 REVISED PER S.C.D.H.S. NOTICE DATED 03/18/10 1~ p'P~~P~ 0 ~p _ _ - ,..~~1L AREA = 10,944 sq. ft. O?v' a, a ds °o .y6~ C'F',.'Ao 0.251 ac. N .U.! 's.•'O p S NOTES:.. 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM ~F Di ~~O d ~p?cC EXISTING ELEVATIONS ARE SHOWN THUS: 1p se ,b' i p O g v'PL tv-L~ spp 2. MINIMUM SEPTIC TANK CAPACITIES FOR 5-6 BEDROOM HOUSE IS 1,500 GALLONS. - - - 4` _ bLp 1 TANK; 8' DIA., 5' HIGH 4.g O @ °'A_ (v~~'' O 3. MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq f} SIDEWALL AREA. - . ~.'fr ZTdEI - - OT 2 POOLS; 8' DEEP, 8' dia. / aw \ ae I P d_ V G te-R yye xysF' ~ 1 'W. LOT Q M°O *q~ g~c ~P PROPOSED FUTURE 50% EXPANSION POOL O.NF. T13 "d-pp Js~s Z `6 P Ny i° 6 y - PROPOSED 8' DIA. X B' DEEP LEACHING POOL 00 HA \ 4y V'V t ~C~O_ Dd1°~ QQ-~0 \ p~ ~z tl y PROPOSED 1,500 GALLON SEPTIC TANK THE SHOWN HE /0 ' 4 OBSERVVAT OINS AND/OR DATAD OBTAI EDO FROM OTHERSREON ARE FROM FIELD s ~~v'v!°~~a . • it 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND EITHER BE REMOVED OR FILLED WITH CLEAN SAND IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. YJ,) q°f 4 .v' ~'@@S C~,'~77a,g- Lm ( O' a} ..wD p ASS fi'E ivA' z~~'1 6. THIS PROPERTY IS IN FLOOD ZONE X FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO158H y, 'j, 9cy 'fi S~'1' o~pS ZoZ°pS~. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ° 6dti° AD TEST HOLE DATA ,~,,.,~*O S VOTjLy (TEST HOLE DUG BY THIS OFFICE ON JANUARY 5, 2010) PREPARED IN eL Y S v S pVe~ ~P P~ u• Duet eROwu sulm LoAY OL CERTIFIED TO: FIX? SXH osc JOHN E. WREN p ~6 sRawN inAYr SAND sY SHARON WREN •C' y 3' YFL1NnsN llD FINE M COxSE YHD SM T EXISTING BUILDING COVERAGE DATA PROPOSED BUILDING COVERAGE DATA AND v'N. Lic. NO. 50467 u.o UNAUIIIORREU &L T!ON OR ADDMON SUT Is A MOuF N OF DESCRIPTION AREA X LOT COVERAGE DESCRIPTION AREA X LOT COVERAGE TO n1I5 SECTION N 7209 uw. EWTION LA of THE NEw roNC STATE Nathan Taft Corwin III EXIST. HOUSE 992 sq. ft. 9.1% EXIST. HOUSE 992 s q. 9.1% COPIES OF THIS SURVEY YAP NOT BEARING E7' N IN v[µOWSN 6R THE D S M'YS INKED DR TINE CO SW o D Se EYROSSSSED SEAL EAL SS NOT BE E C dI51OENE0 WE TO Land Surveyor EXIST. PORCH 286 sq. ft. 2.6% PROP. ADDITION 1,246 sq. ft. 11.4% TO BE A VAM TROE OOP". CER MO14S INDICATED HEREON SH RUN S EXIST. GARAGE 384 sq. ft. 3.5% TOTAL 2,238 sq. ft. 20.5% 6 PREPARED. AND ON HM ~ r'TO n E TRIE COMPANY. GOVERNMENTAL AGENCY AND Titic Surreys - Subdivisions - Site flans - Consbvction Loyout LENNNG INSOnDlp1 LSIED HEREON, AND TOTAL 1,662 sq. ft. 15.2% I.' TO THE ASSIGNEES OF THE LENDNi ll S TurON. c FlunONS ARE NOT TRANSiERARIE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT AWUNG ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Hain Rood P.O. Box 16 JomespcrL New York 11947 Riverhead, New York 11947 97-1 RD-I! 1k) SURVEY OF QJ a- LOT 2 0 70 BLOCK 7 JSE L $ .ti5'~ MAP OF BEIXEDON ESTATES 1~ w0° w~ FILE No. 1472 FILED MARCH 16, 1946 15.0 SO j _ SITUATE s '~Y . 013 SOUTHOLD TOWN OF SOUTHOLD ofQP N°i SUFFOLK COUNTY, NEW YORK G tER \N Y 'o i9- o~i S.C. TAX No. 1000-66-02-32 oQ JO~~ ~P \G ~p(ER~O SCALE GAG<2c, MAY 116' '2007 -f- FEBRUARY 24, 2010 VSE'S QJ Y O~ a a MARCH 25, 2010 REVISED PER ASDC.D.HS. NOTICE ADDITIONS N03/18/10 \r\G qp `oti O F~1 SEPTEMBER 2, 2010 REVISE PROP. ADDITION SIZE TO 20R LOT COVERAGE G~ i~) o. qe FEBRUARY 25, 2013 REVISED PROPOSED ADDITIONS i- ya F OCTOBER 7, 2013 FINAL SURVEY ' G \ \ p0v AREA = 10,944 sq. ff. QLOT O NOTES. 0.251 ac. 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: J-U 13.8 •0O. 6p rL~ f I ` CERTIFIED TO. 7 O 0~ JOHN E. WREN y SHARON.WREN ,fit OQ ~ ~ P D EC 2 0 2013 I L: S 06 \ J -~J ~a F, \ G2F S. ~ppo PREPARED IN ACCORDANCE WITH THE MINIMUM 7` STANDARDS FOR TITLE SURVEYS AS ESTABLISHED O lT~ ?F \ fit` F. ,r. 4l SUFFO 1. ~ - E LIALS. AND APPROVED AND ADOPTED 60 ARP pJS HFALTFi" FOR UCH USE BY THE NEW YORK STATE LAND gay S,'OR{1 - 1,(5 r.=•( ~J4 ~;~NJ i-G^'. TTREIASSOCIATON. c~0 1 0 O• ~cti.:L CE~~ !L ~P W. s © p OCT 3 0 2013 o ,0 G tE~ JLL__JO o01/ ± ~,srft G ~AQ~ a y Y i~• ~qti fPW o~JO\'\ aen I ,Z~ T'' S Q C fey and tcund to sy be sau,feUary FOR A RdAklt "J i Gr , L ; i S. 0 yip ` ~o? m Walter J. Hilbert, I X467 ~~`}A• a E~ ~~~0 _ _ S. Lic. No. 50467 A~ Office of Wastewater Management 0. do UNAUTHORIZED TO THIS SURVEY ALTERATION OR ADDffK)N Taft Corwin III A OF Nathan SECTION 7209 OF6THE EN WTI 6o YORK STATE 1 O 13.0 S L0S SEPTIC SYSTEM TIE MEASUREMENTS EDUCATION LAW. N. AL OR "G Land Surveyor COP THIS SUR 'ry ~JNp~P~~R HOUSE HOUSE THEILANDFSURVEYOR'S INK D SENOT BEII pQJg\)G SEAL CORNER QA CORNER ~B 70 BE SA VAUD TRUUEL COPNOT Y. BE CONSIDERED O c,(I.S SEPTIC TANK , , CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. J COVER 24' 49' ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. AND ON HIS IS PREPARED. S BEHALF TO THE R _ _ E CEIVED 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 INSn- PHONE (631)727-2090 Fax (631)727-1727 oCT 1 6 201 LEACHING POOL TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE , OFFICES LOCATED AT AIANNG ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 COVER 2 38 62 AND/OR EASEMENTS OF RECORD, IF BV~~. CO. HEALTH IEt W cp ANY,. NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 MI 'm 27-132 C~(J 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: C011101ant~e Passes using UA trade-off Compliance: 12.2% Better Than Code Maximum UA: 295 Your UA: 259 1rhe %eener or Worse Than Code index rellaos how dose to compliance the house is based on code trade-orr rules. It DOES NOT provide an estimate of energy use or cost retetive to a minimum a home. Gross Cavity Cont. Glazing UA Assembly Area or R-VaILIe R4,111-10 or Door Perimeter • 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 Wag: 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 dale: 04/04113 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 Generated by REScheck-Web Software 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 Collings: ? 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 1.1-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 Unoond. 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 lest 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. (a) 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. (f) 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: 04104/13 Data filename: Page 4 of 6 Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturers installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed healing 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: ? Building framing cavities are not used as supply ducts. Alt joints and seams of air ducts, air handlers, fitter 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 dud construction. Metal dud 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 dud 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 lest has been performed and meets one of the following test criteria: (1) Postconslruclion leakage to outdoors test: Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2) Poslconstrudion total leakage test (including air handler enclosure): Less than or equal to 12 dm per 100 U. (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 healing 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. ? 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: 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: 04/04113 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 1.1-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: 04/04113 Data filename: Page 6 of 6 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling I Roof 30.00 Wall 0.00 Floor I Foundation 31.30 Ductwork (unconditioned spaces): - Glass & DDoor Rating U-Factor SHGC Window 0.30 Door 0.25 NA Cooling Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments: APPROVED AS NOTED D~' COMPLY WITH ALL CODES OF DATE: qhl)lq B.P. # ,-5lq = NEW YORK STATE & TOWN CODES FEE: BY: ZZ?e AS REQUIRED NOTIFY BUILDING DEPARTMENT AT SOUiaDTOWN ZBA 765.1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: S0HTI16teT0M"WNW=D 1. FOUNDATION - TWO REQUIRED e1HN4166TEES FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 9pp 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 PLUMBER CERTIFIQATIpN OF OCCUPANCY ON LEAP CONTWSEFORE CERTIFICATEOFOCCUpAIVCY DO NOT PROCEED WITH r SOLDER FRA LING UNTIL SURVEY SUPPLYSYYS USED CANNO O HAS BEEN APPROVED. EXCEED 2110 T % LEAD. PLUMBING RETAIN STORM WATER RUNOFF ALL PLUMBING WASTE PURSUANT TO CHAPTER 236 & WATER LINES NEED OF THE TOWN CODE. TESTING BEFORE COVERING Q - T "A n - - - tF ~ Y i~~- ,1114 -`~1 7 _ ~y= DRAWING ISSUE DATES 2 3 Imo` For Construction 05.31.2013 Addendum $1 04.292013 AaoO b300 ~ I o o•. Bid Set 0415.2013 17'-412" Permit Set 0401.2013 existi I I III 3 1 2" -2" 61-7 1 1 1J2" 3iµ 2" REVISION DATES 3'-2" 2'-5 112" n stair 2-512 41-2" to remain 4'6' 10 314" ~c J2" -c _ hie Leader To Drain To Approved Drywall a indow a III f win ow Outdoor Propane Tanks z _ c _ c Hoe ib Shower a`~ 0 0 o A -II r, ere a w~ Water e Cebinbg 194e 0 Mlcrgw-I Rer. ' 111 p fiwee'ner h~J Trove Leader" Leader To Drain New Foundation all eat Pump \ Heater To ApPrr To Approved Secure New Foundation Well ifu r-~ - l f-ml Drywall Drywall with 24" Lang Bars #5 12" o c °i m I a, -6 31 Vertical, Dowel Into Existing Existing Foundation Foundation, Solid Grout, typ. Wall To Remain 2 x 01 Rafters ® 16 0.0. I~ 2 x 8 Roof Rafters li -6 ~Q`SSEREDAtp~ i ®18" G.C. m l to 1176"TJ11230 F1®i6"a.c. o j l`m yL zr~weil U Bedroom I`a 104 B kfast Kitchen ,o m ? oven Dining Room 'cI aD IR nLg 3If'- - A Existing Baseme TECO Joist To Existing Box Beam I s K F' .1 I~ New Basement/ Recreation Room ,-w - m i II I L N~ i • I New 4" Poured Concrete Slab ii Imy Central Vacuum rv QeNEW 01 2 w/6x6/10/10 WWM on 30 iy Electrical Panel By Owner m mll Poly Vapor Barrier On I~ o I L_ 113 ¢ m N L Llne of BC., rl&Ahove NI ~cl~jii -1 m - naoo Compacted Soil ~dJ New Opening In aaoc 'c ~i3-2x10 *v der i' Existing- in 2-118" LVL g Foundation Wall lo V - EiOpetCi-C 103 _-r I I M _ 37,/2" Ole Steel Column On eo2 w m o' 2'-0" x 2'-0' x 1'-0" Footing i i 106 m Lower Shelf Existing 3 2" ELI Om .1,. 3 ~2i . ' ~ . ' 3i2 3'-912"_3 2" 2' ~ - - ` f Exist. Stair to Re - - _ TR + Chimney Bsee' - ea well below - a `5-v main I 1 l UP 2-0 Mud Laud 'III UP_ m rh New Basement r Rcom^ .O m aI Frame Masonry Wall, - Sov 40 ~v 5\ ~ dl Wall To Remain 9 2'711230 FJ®16"o.c. I New 4" Poured Concrete Slab Min. I1 e m `m u 1 d /6x WWM Bathroor i@ Na _ rc Rj GIs 2x2 Tile W/ 2z2 Wood Dowel Into Existln y w r on 30 - a g aoa I mil Poly ly Vapor Barrier On voe - pN - Tile Floe w 111 c ~It Trim Surround A i i Foundation, TYP. : rt Compacted Soil Existing Crawl Space To Remain See A-401 N ' 2-9 1/2" LVL Below Well Above 2 1,/2_LVL Beam New 2" Poured Concrete Slab on 30 mil Poly Vapor Barrier 1 I, l For Layout m I'LL 9p 31/2° Dia. Steel Column On ~ I' m Low Sos _ Fo er Cabinet Living Room o a ~I 2-0x2-0 x1-0 Footing jam -Remove Existing (34$ 10 Well hlna} SSZ 4N, I Yo a _ ro From Ni n Tl a Floor - 0 r` Foundation Wall, r' I 3 e A-401 0 U ,III III dl Ir - I- II N 4 __-Fdr Layout V, -L , Structure " N Hob c 4 m Drawing Legend: ° Support Existing wl -o h m m 40 ao i CI.I m Wall To Be Removed - - - - - - - - - - - - - _°n Leader To Drain m` n I Well To Remain 4- a To Approved i 101 I ' New Wall c' d Drywall II -++r! ~ New Foundation Well e j. r A A L / Leatlerl To Dr \--Leader To Drain Unes Above 3'-2" 2'-51/2" V-11/2" 2'-512" 4'-2" 31 2" window window / To Approved To Approved Lines Below Drywall Drywall Guidelines 17'-4 12" Existing Crawl Space Foundation Well and 1T- 1/2" 29'-113/4" Fence Footing Remain Note' Provide MIn. 2-2x8 Header At All New iaa Door Tag Window and Doors Unless Otherwise Noted 2 First Floor Plan Verify Scale: 1/4"=1'-0" Location ¢A da2x4Stld B 1 Basement Plan ao Window Tag " Scale: 1/4" 1 Wall Inside Masonry Wail If O O None Exists nxra , Section X, Sheet A-XXX - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i li Detall Tag Closet z02 II ii I I ~ ~ I III / x w Elevation Tag I I I i I I I I r x xxx x Interior Elevator, Tag New Membrane Roof Belo I New Membrane Remove I lltlnl IAilphalt Roof Below Shingles And Cedar / Shingles on' Lath O Bedroom 2 Bedroom 3 New Asphalt Shingle I i I Roofing On New 5 a Plywood Sheathing E A3o0 O 201 A900 A300 I GCO •ax 203 M E R Y L K R A M E R Existing Existing III ' l Gable Roof i Dormer Roof i W O III Jb~st ®16" o.c. a rc In I t a ct _ 204 II 2U E. FRONT SIDEET PO 9O% 9B3 GREENPONT NY 11844 itiJl;F ExistingC~ imnay II Closet Closet H To Remain Existing Plate N Height: 70" 208 - - - zos i T m 0 O2or i Wren Residence i Remove Existing 225 Hippodrome Drive i i i I Window, Patch & 3 - Southold NY 11971 i I Repair Wall Ba room i I ~ I,I II'I ICI I ' ~ II i I I E - Master Bedroom I ° of 3 m m ti c Z m Floor Plans Scale) 1/4" = 1'.0" Extension _ ~______________________do at 206 I < I I l 11 mn III Now All Drawings Printed on 11x17 Paper Scale is 50% Scale Above I I~J I -A A-100 O Verify Stud Wall At This Location Stud Second Floor an Add 2f None Ex Wall Inside Masonry (D--! Scale: 1/41 = 1'-0" Wall 4 R00' Plan Scale: 1/4" = T-0" All Rl$nb RafeNetl I • © 2013 Meryl Kramer Architect I,I JAN 29 21 REPLACE BASEMENT ENTRANCE DOORS-- RE ,~{MERyC ~RF iX . r~ F NEW WINDOWS NEW WINDOWS a v~ m3 s^3 ~ t .Lu p~ yU Y o R REFRIG ® DW BREAKLINE @ CEILING STORAGE POCKET DOOR o TUT / I SHOWER KITCHEN D~ 11' x 15' ROM m € IGREAT 00 4'x6' 0 I REPLACE EXISTING 16'5. ISLAND OVEN a 1~ FAMILY ROOM WINDOW 14'X 15' 7R ~ ~ v i LINE OF EXISTING HOUSE S 0 ~ m DINING ROOM q N Q N (h 0 11' x 15' (V °o - z ,Dn 1'.0° a V' BOOKSHELVES REFRIG PAN RYCABS soon 4'-0" POCKET o m 1 EXISTING CLOSET UP GARAGE Up -DN FIREPLACE 77: 1 7 1 7 21'-9" x22'3" k i MUD ROOM LIVING ROOM ~'T~ \ HWAV ~ 24'x14' / REPLACE EXISTING 0 c 0 \ I ~ 1 wwoows a BENCH w c~ f III BREAKLINE@CEILING LL O LL W ~ v zU BAT LL L f T:> > LEGEND O W Z EXISTING WALL 0 NEW WINDOWS REPLACE EXISTING DEMOLISH WALL Q ' ^ WINDOWS NEW WALL W 0 1 FIRST FLOOR PLAN INSULATED WALL I Z Of F 4 -10 ry W I WTI' / ,~PLAP GTE Y 8' PLATE HGT dormer will \ 10 6'-1" KNEE WALL BEDROOM a ij BEDROOM = 14 x 11' 3 \ v BEDROOM na a_a" I ~Tl MASTER WICLOSET rn / g 71 F7 MA-ru T-7 X 3'-8" 11'-1 x 9'-3" ~4 LLLJJJ - CLOSET p i i y Y W x g CLOSET CLO ~ET L LOSET HALLWAY L LLL _ w se _ `e F ~ 5 • y m V POCKET POCKET POCKET J v 4 E ~ M M CLOSET i m ¢rY LOSET D ON F W x w~ LAUNDRY _ BATHROOM V-7" x 5'-5" LAUNDRY 6'-7" x 5'-5" 9'_10" x 5'-5" LEDGE/ SHELF 8' PLATE HGT 8' PLATE HGT BEDROOM = 14' x 11' w SEWING ROOM V 5 a t 16'-10" x 12' io N r 3 w z n g a 8' clg. @ exist. gable Al 2 SECOND FLOOR PLAN R FqF OERY(a 2 q nS, m m m ;D 0 vg 1 ~q a e - 12 12 ASPHALT SHINGLES 16 --16 E 0 12 - - 12 5~ O ASPHALT SHINGLES 8' CLG HGT ry 4 r 8' CLG HGT ~ N ~I I D~ TOP PLATE AT BEDROOM DORMER ~ w _ CLAPBOARD SIDING 0 CLAPBOARD SIDING 0 a 0 _ J REPLACE EXISTING b' J fL WINDOW F N ASPHALT SHINGLES m z~ EW 2ND FLR EXISTI EXISTING 2ND FLR STUCCO FINISHTO rIil~ MATCH EXISTING J~ 1 L I IJL i 0 LL W 0 CU ST FLR 1ST FLR F W Z t O EXISTING STUCCO FINISH REPLACE EXISTING WINDOWS STUCCO FINISH TO Q MATCH EXISTING EXISTING HOUSE o~ w 0 PROPOSED ADDITION Z 0 z 0 Q W N 1 NORTH ELEVATION 4-so Z w I 7=M ASPHALT SHINGLES & CLG HGT a Y TOP PLATE HGT AT EAST W x TOP PLATE HGT AT / WEST DORMER DORMER LD r? ~ g REPLACE EXISTING WINDOWS w s u S~ Y CLAPBOARD AT ALL DOSIDING F M, C aw ~I CLAPSO)ARD SIDING AT m S~ ~ m: Y Y N ALL DORMERS V ME3 \ iN _ FF t f 5 W a ~ mE 7 U C; ~ z a - F N m rii C [Ell _ NEW SECOND --FLR ~ SECOND FLR m W EXISTING N r SECOND FLR i STUCCO FINISH TO \ MATCH EXISTING HER --GRADE FIRST FLR FIRST FLR NEWWINDOWS Z i Q J EXISTING HOUSE PROPOSED ADDITION 2 SOUTH ELEVATION ill= 1.01 A2 ~V ~V d E ~ t 6 N ~ O Y] o m 6 4 ASPHALT SHINGLES ASPHALT SHINGLES N SLATEBW[ASNYWAT DORMER&L DORMERS AWNING WINDOWS CLAPBOARD SIDING AT ^_L ALL DORMERS AWNING WINDOWS NEW SECOND FLR EXIST SECONDFLR zw EXISTING STUCCO FINISH LL n "Ell oU z FIRST FLR o w ~ o REPLACE EXIST REPLACE EXISTING DOUBLE HUNG WINDOV HUNG WINDOWS W (n J w o 1 WEST ELEVATION pzo pw N V 12 _ r~ 16 ASPHALT SHINGLES PLATE HGT EAST DORMER _ NEW 2ND FLR W ~ J -CLAPBOARD SIDING CASEMENT WINDOWS E R _ (FOR EGRESS) t ~ S~ Y 0 w v O; H ±01-011 W w x EXIST 2ND FLR e d ----STUCCO TO EITT V_~I~ III 111111~a MATCH EXISTING I ~I 60 1ST F E LR J ~ ±0.0" - Z O Q W J W 1 EASY ELEVATION A3 4" ° 1,_,0 SIMPSON LSTA - 20 GAGE ` RIDGE STRAP - ALL ROOF RAFTERS Joint Descri tion Nail Sizes Nail S acin aci n DRAWING ISSUE DATES ROOF FRAMING F Framing Notes: 2 x 6 TIE @ EACH RAFTER Issue Set 00.00.0000 The contractor is to verify all measurements in the field Client Meeting Set 02.13.2013 IN LIEU OF STRAP RAFTERS Fie raAUirv Rafter to Top Plate (Toe-nailed) 3-8d per rafter T a Ceiling Joist to Top Plate (Toe-nailed) 3-8d Perjoisl a and any discrepancies are to be brought to the attention Bid set 0000.0000 ICE SHIELD UNDERLAYMENT 3' No.8 SCREWS 12'0.C. Ceiling Joist to Parallel Rafter (Face-nailed) 3 - led each lap of the Engineer prior to construction. Perl Set 04.01.2013 REQUIRED - 24" FROM FACE OF WALL LIGHTWOOD-FRAMEWALL Ceiling Joist Laps over Partitions (Face -nailed) 4-led each lap V Wood Framing Construction Set 00.00.0000 Collar Tie to Rafter(Face-nailed) 2-Bd Perlis 1 1. All lumber is to be No. 2 or better Douglas Fir Larch REVISION DATES WASHER(TYP) Blocking to Rafter (Toe-nailed) 2-Ed each end Rim Board to Rafter (End-muled) 2 -16d each entl IN) with the following minimum specifications: V-CUT SHEAR BLOCKIN Fb - 825 psi SIMPSON H2.5 A 1#2 PLYWOOD WALL t-HAMINU Fv - 95 psi HURRICANE CLIP @ 16" Top Plate to Top Plate (Face-nailed) 2"1Ed pertoot Fa perp - 625 pal E - 1,600.000 psi DO 1 3/4'x 16" LVL BOARD FOR SHEAR BLOCKING (BETWEEN JOISTS). cuss Top Plates at Intersections(Face-nvled) 4-1Ed joints-each side Stud to SNd (Face-nailed) 2 - 16d 24" o c. 2 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) led 1fi"o.c. along edges is minlmum specifications: WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. PLASTIC-COATED PERMANENT W000 Fb - 2,900 pal SCREWANCHORS Top or Bottom Plate to Stud(End-nailed) 2-led per2x4 stud Fv - 290 psi per 2xfi stud Fir perp - 650 psi E - 2,000,000 pal Im Im 1m 2 - led per 2x8 stud +rrz PLYWOOD Bottom Plate to Floor JOlet,Bandjoisl,Endjolst or Blocking 2-1Ed pertoot 3f 3. All Laminated Structural Lumber Is to have the fallowing minimum specifications: PROVIDE ed COMMON in BLAMING FRANIN cues 2 - 76d (Face-nailed) SE NAILS @ 4" 0.0 AT EXTERIOR EDGE OF ALL 1m °ET"i` FLOOR FRAMING Be - 2,800 psi Fv - 290 psi SHEATHING. Joist to Sill, Top Plate or Girder(roe-nailed) 4-Ed perjolst Fc perp - 740 psi E- 2,100,000 psi WASHER(TYP.) Bridging to Joist (Toe-nailed) 2-So each and MAXIMUM ALLOWABLE V-CUT PLYWOOD OPENINGS PROTECTION; Blocking to Joist(Toe-nalletl) 2-Bd each and 4. 4. All treated lumber Is to be No. 2 or better Southern Yellow Pine with the following minimum specifications: APA RATED PLYWOOD To__/ THICKNESS DEPENDS ON WINDOW Blocking to Sill or Top Plate (Toe-nailed) 3-led each block T EXTEND TO TOP OF TOP OPENING WIDTH (1) Ledger Strip to Beam (Face-nailed) 3-led each joist TNo. 8 SCREWS ITO.C, Joist on Ledger to Beam (Toe-nailed) 3-Ed perjolst Fb - 975 psi Fv -175 psi PLATE. SHEAR BLOCKING AND VENTILATION HOLES DETAIL PROVIDE SOLID SHEAR BLOCKING DETAILS NTS PLOD DETAIL A - TYPICAL ATTACHMENT OF Band Joist to Joist (End-nalled) 3 - led per Joist WOOD-FAMENINGS PROTECTION TO Band Joist to Sill or Top Plate (Toe-nalled) 2 JHING WOODFRAME BUILDING - 1 6d Fa perp - 565 pal BLOCKING OCKING AT AT SIMPSON LSTA 36 WOOD per foot E- 1,800.000 ml ALL F EDGES -FIRST T METAL STRAP @ NOTE; IN LIEU OF SCREWS, LUGS ROOF HSL 5. All beams fabricated with multiple Laminatetl Veneer Lumber boards are to be nailed/bolted In accordance JACK POST TWO BAYS OF SIMPSON LSTA24 Alter Alternate to 120 MPH Certified WITH NUTS AND WASHERS MAY BE u with the manufacturer's specifications. FRAMING-TYP. @ STUDS W/4-8d USED Structural Panels 13tl 4" o c. perimeter zone e I 6. All straps, corrections. plates, bola, nalls, eta. are t0 NAILS @ 48" GO, EACH END, TYP. Window Installation other 6"o.c. edges of b be galvanized or stainless steel. Designated commostom, panel, 12"o.c. interior s ,r strap etc. an these drawings ere made by Simpson ~EFtED ARCAy unless Indicated otherwise. All connectors, straps eta, y Plywo Plywood Panel Window and Door Diagonal Board Sheathing of panel n era to be nelletl/bailed la nooerdenae with the 7~G\ yL RO~ manWacturer's siord lcallons. ~Q- h 1"x 6"r 1or wider e- 2- n DOUBLE Pro PLATE PLYWOOD SHEATHING PLATE 8 3 - Ed d persupport Protection for Wood Framed 1"x 10" per support 7. 7. All floor sheathing Is to be 23#32 inch AC type plywood, tongue and groove, with an APA span rating of 48/24. o TO OVER LAP BOX 01< 700 BUlldlnas Floor sheathing shell be glued and screwed to the 2x6 @16" O. . BEAM -TOP+ BOTTOM, NTS Gypsum Wallboard 5d 7" edge / 10" field 8. floorJolarts (6" D.C. edges and 12" D.C. field I. STUDS B. All well sheathing is to be 15/32 Inch APA Rated 024807, N E Exposure l plywood and shall be nailed With lOd OFN ~ common nails W O.C. edges and ]2" O.C. field. WALL SHEATHING Structural Panels Ed (see table 3.9) 9. Solid blacking Is to be Installed every 8' max or mid span of all floor Jolies with spans exceeding 8'. GABLE ROOFS Fiberboard Panels sl 10.Oouble Joists are to be installed below parallel walls. STRAP TO STU G< 10° 7116" Ed 3"edge /6"field 10 W14.8d NAILS 8 PROJECT DATA 25132" Ed 3"edge /6"field 11 11. Blocking Is to be Installed at all point load bearing points. TABLE R301.2 PI Drawing Legend: WRAP + NAIL STRA \ (4 - 4d NAILS) GROUND Wind SEISMIC Gypsum Wallboard 1 S~dJ 7'edge/10"Held In 12 Walls ere to be framed with 2x6 Inch studs spaced 16 - Wall To Be Removed Inches O.C. unless Indicated otherwise. 7 C C. C C AROUND SILL PLATE SIMPSON MST27 SNOW LOAD DESIGN Hardboard Ed (see table 39) AT ANCHOR BOLT 112" WIDE- 20 GAGE - SPEED (mph) Particleboard Panels gtl 13 niorprinfly (see table 3 9) er 13AII Joistand beam hangars and fasteners used on the Wall To Remain exterior are to be Simpson Type 304 or 316 Stainless New Wall METAL STRAP @48" OC. 45 psf 110 B Diagonal Board Sheathing M Steel. +12" FROM EACH CORNER WRAP AROUND SILL PLATE SUBJECT TO DAMAGE FROM 1"x 6" or 1" x 8" 2 - 8d per support 1"x 10" or wider 14 ?rr.-^r.-- It New Foundation Wall 14.AII bolts nuts and washers are to be stainless steel or PROVIDE Bd NAILS @ 4" O.C. AT PERIMETER INTERIOR 3-Btl persupport In, hot dipped galvanized, Linea Above NAIL SHEATHING TO SILL PLAIT.. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. ZONES. INTERIOR Weathering Frost UneDepth Termite Decay FLOOR SHEATHING Ste Severe 36" Heavy TO Moderate Moderate TO Blight Structural Panels Steel Lines Below Bd NAILS @ 4" O.C. p~ 1. All steel late be ASTM Specification A 36 Guidelines 2-d5 REBAR Winter Design Ice Shield Undedeyment Flood Air Freezing 1"or less 1. ad 6" edge / 12" field Temp Requirement Hazards Index greater than l" 10d 6"edge /6"field 2. 2 x 6 SILL PLATE - NOTE : e = 4 FT. I IN ALL CASES 11 None None 599 Diagonal Boats Sheathing oc 2. All bolted connections ere to be made with A-326 Fence both' 101 Door Tag ADO TREATED. SEE DWGS 3. IXP03uRE BURBAN, WOODED © 1"x6"ar 1"x B" 2-8tl psf support q< 3. Square/motangu tar and clmulor columns are to be ASTM Specification A500. SECTION FOR DESIGN. -50.12"A.13 @48" OC. I LE ROOPS W/FENDER WASHER. 10°<$G 45° (11301.2.1.4) C OPEN, COASTAL 1" x 10" or wider 3 - 8d per Support 4. All columns are to he baited to steel alders with 101 Window Tag HOLD DOWN + CONNECTION SHEAR COMPONENTAND CLADDING PRESSURE ZONES SURVEY OF X OF DESIGN LOADS 4.1 1#2" baits or unless otherwise shaven on the plans. LOT 2 1 Nailing requirements are based on wall sheathing nailed 6" ion-center at the panel edge. If well sheathing Is nailed 3" on-center 2 at the panel edge to obtain higher shear capacities ,nailing requirements for structural members shell be doubled, or alternate 5. arncenter temate 5. V7 web stiffeners are to be Installed rich point , $eCC100%, BLOCK 7 K 7 BLDG: connectors , such as shear plates , shell be used to maintain Ithe load path. Sheet A~XXX MAP OF OF FLOOR LIVE LOAD 40 psf FLOOR DEAD LOAD IS OM os load bearing points and over all column supports, -l 17-~r BEIXEDON ESTATES ESTATES ROOF DEAD LOAD 10 psf SNOW DEAD LOAD 30 psf [lo I Detail Tag FILE No. 1472 FILED MARCH 16, 1941 2 When wall sheathing Is cominuaus over connected members, the tabulated number of nails shall be permitted to be reduced to 6' D MARCH 16, 1946 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE 11301.5 7 - led i6tl nail per foot. educed to 8. All weltletl connections are to be tlone by a certified Y~ SITUATE ATE USE LIVE LOADS we welder and conform to AWS and Also standards. x i a No. anTTmunT n ~TnT n 1 11 i x Elevation Tag 5.A S. All weldlolnts are to use E7DXX electrodes. LI;1 6. All girder splices are to be ade above columns. Interior Elevation Tag TOWN N OF SOUT HOLD SOUTHOLD WIIHOl IMITFf 4TE AEOC IT J.() qq .p~~R SUFFOLK COUNTY, NEW YO iY, NEW YORK DFrKR 411 6.A -02EXTERIOR BALCONIES FV) FIRE ESCAPES 40 Foundation Notes, 41~~ J°~ m grY'or0b1 S.C. TAX No. 1000-66-02 '~d drt~ ~w g SCALE 1"=30' 1"=30' -32 GUARDRAILS AND HANDRAILS 200 40 ~~o~1,'j`j ~o• Ag, MAY 16, 2007 2007 7 GUARDRAILS IN-FILL COMPONENTS 50 The contractor is to verify all measurements In the field and any discrepancies :D PROPOSED ADDITIONS any discrepancies are to be brought to the attention of the / rIH L" lam' (ekE~.S FEBRUARY 24, 2010 ADDED PROPOSED ADDIT ,,L 25, 2010 REVISED$OALE 1" IH 40' E DATE M ATE yr O~ t _ P SEPTEMBER 2. 2010 REVISE rxur. P POSE TO 203 40' :E DATED 03/19/10 PASSENGER VEHICLE GARAGES a 50 GENERAL NOTES Engineer prior to construction. .x HUN b14t TO 20% LOT COVERAGE ROOMS OTHER THAN SLEEPING ROOMS 40 1- All concrete 3,500 psi after 28 day's minimum. FEBRUARY 25, A 2013 = REVISED SED ED ADOR PROPOSED .D PROPOSED ADDITIONS 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN Y 1' 1 AREA = 10,944 sq. ff. It, 0.231 cc. 4 sq. ff. ACCORDANCE WITHTHENEWYORK STATE UNIFORM 2-All rebar ASTM A-615 Grade 60. SiAIRS Go. u NOTES, BUILDING CODE, AND THE NEW YORK STATE ENERGY LOT © 1. ELEVATIONS ARE REFERENCED) TO M ASSUMED DAMN EXISTING ELEVATIONS ARE SHOWN THUS: J MD CONSERVATION CODE, AND LOCAL AUTHORITIES. 3 -Footings are to be installed on undisturbed virgin soil. The bottoms Of all f0 grade unless indicated otherwise. to bottoms of all footings are to be Installed a minimum of 3' below Z. MINIMUM SEPTC TANK CAPALCITES FOR 4 BEDROOM HOUSE 15 1,000 GALLONS nL rAU \ O'Y ,p~ ,,,~,LL S• 1 TANK: B' DIA., W HIGH Is 1,000 CALLONS. p0 • ~t~,t.tX ~p 0~ © S. MINIMUM URCHIN) SYSTEM IFOR 4 BEDROOM HOUSE R BOB xq H SIDEWALL AND 4 - Reber Installed along the top of the foundation wells without Windows are tr s9 N SIDEWALL AREA. 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE foundation wall. Reber lnStslled alongthe top offaundatlon walla with wlndowe tout windows are to be Installed 10" below the top of the r^ Xy< W' w t J¢ 2 POOLS B' di... 5' &*p 10 \ • p ,tR..M ? FROPDEFO FUTURE: Wx EXPANSION POOL VERIFIED BY CONTRACTOR(S) PRIOR TO START OF window opening. walla with windows are to be Installed 3" below the bottom of the CONSTRUCTION AND ORDERING OF MATERIALS. THIS M a R Y L X R A M I R a r c h I t e c t FOUNDATION HAS BEEN DESIGNED FOR A SOIL 5 -All snap off form ties are to be removed and remaining Openings are to be s BEARING CAPACITY OF TWO (2) TSF AND GRADES penings are to be sealed/grouted. 100'': q ,g pVn, 1 \'G ~A ry-,~t try ® FWrmE) E• Du. x f )EV uACHIW POw. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 6-' The foundation contractor shell coordinate with the plumbing and electrical ibing and electrical contractors relative to Installation of sleeves 218 E. FRONT 2TeexT P.D. sox era eersNRORT NY 11944 THESE CONDITIONS ARE MET. ALLFILL BENEATH and other penetrations prior to pouhng concrete. 421.411.812• w'RYd"d ` ~if~ ¢ \ f> I • "r WW ® PWWSED 1,000 GA SMC TANK THE IOCATON OF WELLS TAMD A CESSPOOLS OBTAINED F SHOWN HEREON ME FROM FIELD CONCRETE SLABS TO BE COMPACTED TO 95% ME 1111011 FIELD RELATIVE DENSITY. 7 -'The Engineer Is to be contacted If unacceptable or questionable loll la enco Ionable soll Is encountered during excavation. Unacceptable soil is x4 ~ ]p 9R OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 'A.~ M1T"M"N will containing clay and/or organic matarlal. zg S. E%ISTHO SORG SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND EITHER BE EAN AND EITHER BE REMOVE[) S. STANDARDS. 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 8 - Install MOlatlon joints, along foundation walla and at column and other floor l 1 x M OR FILLED WITH CLEAN SAND IN ACCORDANCE MTN S.C.).H4. STANDMDS. y B. THIS PROPERLY IS IN ON TAKEN ZONE % l" nn and other floor penetrations. YE,! FLOW ZONE IN BATON FROM: FLOOD INSURANCE E ANTE MAP N. No. 000 p 5, ~ • L~`(.p ,E ZONE X: MFRS O GERMINE10 M BE OHRI)E THE 015 MNULL OHWCE 9.000PWN. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS 9.installed contmCtlon101nts In the cellarFloor slab every 1W Minimum. AND DECKS ETC.. 81 minimum. Wren Residence Y ]BIOECOIEBH My'~3 J~q~ y1 OSj e CHANCE Fuodo AnI. SCTM# 100066-02-32 10 - Foundation excavation Is not to 4s, back Filed prior to the Installation of the is Installation of the floor framing 225 Hippodrome Drive y~ gip' w P~ adp/6T i 4. DO NOT SCALE DRAWINGS. S,w 5 bp'L o TEST HOLE DATA ~ ~ (LEST HIXE ODIC BY OM1S OFFiL'E W JANUAW 2010) ra:aW x tmm,awa~¢ wm I:R,xw 11- BackFlll along foundation walls Is to be clean material and is to be mechani x,mxars nm n.,wn PROPERTYADDRESS HIPPODROME DRIVE, 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- dry ~denslty. Id is to be mechanically compacted in 611 lifts to 95% of maximum Southold NY 11971 r fIMLLYl wwNw~ ,M°r"^tl• NSOUTHOLD, NY, 11971 ENGINEER ARE NOT RESPONSIBLE FOR THE terns lo, www xw, uw INSPECTION, SUPERVISION, OR ADMINISTRATION OF 12.-Underpin exlstngfoundatidn. Connectexl0tingfo0ting to new footings and nM wow: wOw:.w a CERTIFIED T0: ~xr ns:w, mw: Rno, O JyY~ JOHN E. WREN to new footings and wall tops with No.6 reber dowels, `9. .n.:xrx x:nr SHARON WREN THIS CONSTRUCTION PROJECT. FEDERAL, STATE CJ r OWNER WREN AND LOCAL ZONING AND BUILDING CODE COMPLIANCE Sygag@artgQ Underpinning_Prooedurese. SHALL BE THE RESPONSIBILITY OF THE Code Requirements nwx~O www r:e m awe xw ~ CONTRACTOR. a) U)nderpln prior to addition of anynew loads on wall. Scale: Noted s depth and width of existing footing. Inform Archltect/Englneer of N= All Drawings Printed on 11x17 ZONING 111 b) EfAcavate small exploratory pit at exterior wall to determine depth and Widtha 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO fndtlings before proceeding. N.Y.R. ua. Ns,. 5041,7 FACILITATE CONSTRUCTION AND SHALL NOT BE Paper Scale Is 50% Scale Above EXISTING BUILDING COVERAGE DATA PROPOSED BUILDING COVERAGE DATA uwmxO® x%xox a mOw g footing for the entire length of the area to be underpinned on DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA X LOT COVERAGE m na xwm •"m"nx v Nathan Taft Co ALLOWABLE-35 FEET CONSTRUED AS A CONTRACT BETWEEN BUILDER AND c) UOpon receiving approval, excavate to the top of the existing footing for the er Taft Corwin III BUILDING HEIGHT ACTUAL - 22'-0" OWNER. botm Sides of the foundation well. Remove Interior concrete floor es, necessary. floor as necessary. EXIST. HOUSE 992 sq. /t. BAX EXIST. HOUSE 992 sq. It. III o x d Surveyor 7, THIS STRUCTURE HAS BEEN DESIGNED IN d) ELxo5vate by hand below the exletlrlg footing at no more then 3 foot lengths.I EXIST, PORCH 285 sq. R. 2.8X EXIST. GARAGE 351 sq. It. 3.5% miFwe uO1YLx miSw~ Land Survei am,uxew xxrma:wmx ww~ xn BUILDING EXCEEDS MIN. REQUIREMENTS SET FORTH ACCORDANCE WITH THE NEWYORK STATE ENERGY days curing on 3 foot lengths, e) Install a keyway between sections. Allow 7 A-001 wxr w me wna, wR wwN nE w„Av EXIST. GARAGE 384 sq. f}, 3.5X PROP. ADDITION 393 sq. It. 3.0X nwwa. xw w :n xwo tw nw ma ovrm~~x ~n~ ~ ON, st.,5+- Srwtm. - aw rL,. - t ENERGY CODE CONSERVATION CODE NawN - sa rr,. - nN.mxwn 1nNI BY N.V. STATE RESIDENTIAL BUILDING CODE-SEE fl Brack fill and replace interior floor as necessary. TOTAL 1.502 sq. It. 15.2X TOTAL 1.759 sq. It. 15.2X w i°una m ,~wt:Ox~,7S',n M°,wwr~w... FIgR (01)M-EGW F. N0 F. (e0Qn7-t7ET ATTACHED REPORT S. CONTRACTOR SHALL OBTAIN ALL PERMITS nx v WATI IN 0W vr~~.R A W g) DOudng the underpinning procedure, monitor the existing foundation wall for I cundation wall for excessive movement and/or cracks. Notify the Alw a rAwavtrs a w:4pp, Or . xw fHww wK xm aMAM®. INIS Ad, xmxPw, ur Rm1 xw nn ttwT M,wlx: ' Pa. '0 Arcmltect/Engineer if movement and/or cracks are noted. 947 NnrArrl. Ow YqX 11N7 13--Dowel To existing foundation well With No. 5 rebar. Grout solid all cavities II it solid all cavities In existing wall for three feet from new well, ® 2013 Meryl Kramer Architect 97- x42 Ree. Ree.r.ee DRAWING ISSUE DATES Door Schedule Issue Date: 02.05.2013 Issue Set 00.00.0000 Client Meeting Set 02.13.2013 Revision Date: 00.00.0000 Bid set 00.00.0000 Permit Set 04.01.2013 Construction Set 00.00.0000 No. Manufacturer Location It Dimension e l I Value Performance Solar Host HmAym Rating Gain Coelf. REVISION DATES mrSHGC 5A§e '~dt Ooore', c; i ~ ~ z~ ~ r; s i HBO -'JA'Id'W~nFlbsrlaSt rr'ine@r'ed'~ ortl osdeAll: engl=', del re Hm 802; Jeltl';Weh+?'Cambritl'e" m ed' 8" 8031 ^°Jed'Wen;"C nbrid e' HIYY ed.. 31,011 +'8 1 at Floor Doors 101 Existing Door to be modified Hinged Pt. ext Natural Pine int, 3'-0" x 6-8" 102 Closet - Jeld Wen " Cambridge" Hin ed Pair Painted 2 2'-0" x 6-8" 103 Existing Hin ed Painted \S,tEµED AIRO1,r 104 Andersen FWH60611APLR Hinged Patio Sandtone 51-11 1/4" x 6'-103/8" 6'-0" x 6-11" I1" 0.25 DP 30 0.25 Newbu Oil Rubbed Bronze KFC 105 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 61-8" 109 Sim son Thermal Sash 7008 Hinged Painted V-0" x 6-8" S~ 413[2 110 Cased Opening 2'-B" x 64" OF NE`N t 111 Bathroom - Jeld Wen " Cambridge" Pocket Painted 2'4- x 6-8" 112 Cased O enin 2'-8" x 6'-8" 113 Cased O enin 2'4" x 6-8" 114 Cased Open! n 31-0" x U-8" 2'hd'Fl~fo~ DobYSr; I 20A 1'ti' Hlh ~ '"r rd, i ~ 202 6fstir4' i e 203 Exlstih` Hm ed Alt 4 Bxlstln' r I '205 'Eklstih Bdoid tl' 6'•8'' f +f iVp, + r f~ + [ + Hin v.Y r r.u f„' N{'rvr, I,.,' +CI~ .I I'.. f^2 8' xi5tiri" Hm etl'm:; +r r ,'r9 r s-,,r ~ + 'I zy I r..;. s r:; i •p''', 6420 C 'eh'uLSlbs9t.+IlAatdh xlstln ~N tltl` ro Pal ted't' ti0" 6r-f~", Drawing Legend: Wall To Be Removed Wall To Remain = New Wall Window Schedule r New Foundation Well Issue Date: 02.05.2013 Lines Above Revision Date: 00.00.0000 Lines Below r No. Manufacturer or Location Type Finish Unit Dimension xH Rou h Ovenino (W O enin xH Value Solar Heat Glass & Divisions Remarks Guidelines Gain Coeff. Fence er SHGC 1oi 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. Mason Opening B Andersen Custom Roundto Casement 3'-0" x 6-2" VIF 0.28 0.29 HP Low-E4 Custom Size to Fit in Exist. Mason Opening Egress- See 5 / A-2100 Window Tag C Andersen Woodwri ht WDH 24310 Double-Hun 2'-5 5/8" x 4'-0 7/8" 2'-61/8" X 4'-0 7/8" " X 4'-0 7/8" 0.3 0.31 HP Low-E4 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. Masonry Opening E Andersen Woodwri ht WDH 20210 Double-Hun 2'-1 5/8" x 3'- 7/8" 2'-21/8" x 3'-4 7/8" " x 3'-4 7/8" 0.3 0.31 HP Low-E4 6'-0" Head Height To Match Existing Window Opening Section X, Sheets X, F Andersen 400 Series Casement 2'-6" x 3'-7" VIF 0.28 0.29 HP Low-E4 Custom Size to Fit in Exist. Mason Opening- Egress Unit- Casement with Check Rail G Andersen Woodwri ht WDH 20210 Double Hun 2'-1 5/8" x 3'- 7/8" 2'-21/8" x 3'-0 7/8" " x 3'-0 7/8" 0.3 0.31 HP Low-E4 5'-6" Head Height To Match Existing Window Opening " x 3'-0 7/8" 0.3 0.31 HP Low-E4 5'-6" Head Height To Match Existing Window Opening - Tempered Glass 1~~x-NHL I Detail Tag H Andersen Woodwri ht WDH 20210 Double Hun 21-1 5/8" x 3'- 7/8" 2'-21/8" x 3'-0 7/8" 0.3 0.31 HP Low-E4 51-6" Head Hei ht To Match Existing Window O enin Z Duo Corporation PNP Hooper White 32" x 20" 1 Elevation Tag ~I xx Interior Elevation Teg ~x PLUMBING FIXTURE SCHEDULE UNIT/ LOCATION MANUFACTURER MODEL# FINI H/COLOR U SI S EMA 1 I KITCHEN FAUCET Rohl A3608L WWS Brushed Nic el With Side s re SINK Blanco 510-552R Stanless Steel I ACCESSORIES Blanco 510-W-CR I ACCESSORIES Blanco 510-W5-CR I FIRST FLOOR BATHROOM M g R Y L R R A M I R e re h l to 0t SINK Kohler Caxton K-2209.96 Biscuit I FAUCET Kohler Forte K-10270.4A-13N Brushed Nickel 913 E. FRONT STREET RO. NON NNN MONFORT NY U944 SHOWER HEAD Kohler Bancroft K-T10591-BN Brushed Nickel ! NNN-NT}.NYNN SHOWERTRIM Kohler Bancroft K-T10596-4-BN Brushed Nickel SHOWERARM Kohler K-7397-BN 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 Hippodrome Drive S OWER H AD Kohler Bancroft K-T10591-BN Brushed Nickel Southold NY 11971 SHOWERTRIM Kohler Bancroft K-T10596-4-BN Brushed Nickel SHOWERARM Kohler K-7397-BN Brushed Nickel THERMOSTATIC SHOWER VALVE Kohler K-2973-KS-NA TUB Kohler Bancroft K-1150-LA White 32"x60" TUB FILLER Moen TS416BN+9700 Brushed Nickel Wlndow & Door Schedules TOILET Kohler Kelston K-3754.0 White TUB DRAIN N%L All Drawings Printed on 11x17 CONTRACTOR TO PROVIDE INSTALLATION OF ALL APPLIANCES/FIXTURES/MATERIALS i Paper Scale is 50% Scale Above A-002 I ® 2013 Meryl Kramer Arohlteot uiNen~n...rv.e DRAWING ISSUE DATES Issue Set 00.00.0000 Client Meeting Set 02.13.2013 Bid set 00.00.0000 z Permit Set 04.01.2013 F- T-ff 71 Construction Set 00.00.0000 ,T-4 1/2" REVISION DATES 3'-2" 2'-5 112' 5'-1 1/2" 2 5 1/2" 4 2" existin stair 312" 5-71/2" V-71/2" 37 8'-103/4" S-2" III ' to remain window Outc! window oor c c Ho ebib Shower ,no o D A t Idyti`G;'Wtayal! RSI+ .5.~., t7 ~ r; ea an p Water Upper Shelf ` llm fCghine ore a ew/ _ .r ...L. .2A.-l O - Icrggwave I y, _,N________, I ~ Heater ?ne et Releinin6 Well eelew i qe('„~ hwe6Aer~ ,lbove ~i•` New Foundation Wall 1 6_ ,tEFED gROMi 'Ike,' Existing Foundation io 2. / oof Refers ®16' D.C. I 2 x 8 Roof Rafters wft R. K rFP~. 1.+r Wall To Remain V I ®1s' O.C. 6'-7" 2'-0" " fs?' 2'-0 „ 2'-0" `mI "p dm 11718-TJI/230 FJ 016o.c. - Pend nfSoil Bedroom 'll a TECO JOIST TO Existing Box Beam Con ttions, krast IE ,I. 31 20 nIV Dining Room 08 lsr:' ITYP• AI 1o4 N• ~ IIII ~ SIN N~ +Il-0 New Basement I3 % EKIsUna Basement `rT,q 02480E ~1- OFNeO rn 11 ~~3p5I 3 Y1 -0i New 4" Poured Concrete Slab 1tlo m e`- ~ t i w/6x6/10/10 WWM an 30 I N LL d'r4 mil Poly Vapor Barrier On S 7i ='tt Aapp i0 L Dm CeIIInQAbove J ' N, -I L a naao UP r---- Compacted SOll New OpeningI ~g ;'sue' 6 S i " ,g g ~r 3-2x10 ~'Irtler Existin 2-117 B LVL ~i ng a' m III 4 ~ - ...r.,_ IBt 103 p 1 h -T--•1------•-•-•-• Fountlatlon Wall o V N 3'91,/2" 1 2'-1 311;11 I111}lu i 3 1/2" Dla. Steel Column On, " eos ; J _ 2,.0„ x 2'-0" x 11-0" Footing `v Oanueneer 3 1/2" - 3 2" 1061 1/2 k~~;V 1I - III 12 i91 r{, _ -s' I~4 pl LineolLower Shelf Existing _ _ I 01 _Re_lelRlnSWell 3el ° w _ - Chimney Base Fxist.~Stelrto Remain I' I' I__r`,~ ch LP m n/c _ $44111 ; pO Remove Masonry Well, u _ oS F conaeneer _ _ _ Frame Well To Remain y III a I. I I , i - Sm 4D B hroo r %V- 91/21 TJV230 FJ®SB"o.o. ? ' 1 ' i I ' 2x2 Tile W/ 2x2 Wood R I----'-~ I , New Basement Floor T ' o 111 Trim Surround DN ' ile - - - 2-91/2" LVL Below Wall Above ;See A-401, m lir VU ~nl m For Layout m iV I~ mym e' LOW {"gip I Remove Existing iv New 4" Poured Concrete Slab 6"' x 31/2" De. Steel Column On Foundation Wall, 0 w/6x6/10/10 WWM on 30 Support Existing mil Poly Vapor Barrier On , di - - ~Re-U6B Existing / Cabinet Living Room lee O0 d d 9 -J I Wall Cabinets 1~ - J. From Kitchen -Tile Floor A 21-0" x 21-O" x 1'-0' Foctlng Structure Compacted Soil , i Drawing Legend: 5qeA-001 ~ ~ ap - ' - - Fr aycut 0_ Well To Be Removed ' ` ''~"dro "m,':xrtt,'h?'kMl pJ,a: ry. I'I., °pl., r- I Ho a ib Well To Remain m N? c c c = 4 m - 40 102 = New Wall i y aa__________________________ _ n __o _~o bni °IneFefnl6WeIIIBIow New Foundation Well m Lines Above V 7 p_____________ _ iv a v Upper Shelf 101 1 Lines Below A A A Guidelines 3'-2" 2'•61/2" 5'-11/2" 2'-51/2" 4'-2" 37 " 8'3' window window Fence ioa Door Tag 1T-41/2„ Existing Crawl Space 17~1 1/2" 29'-113/4" Foundation Wall and Footing Remain N= Provide Mln. 2-2x8 Header At 2-2x8 Header At All New ao Window Tag First Floor Plan Window and Doors Unless Otherwls Unless Otherwise Noted n vi- , Section X, Basement Plan 2 Scale: 1/4" = 1 Scale: l/4" =1'•0" /~I~ ~I Sheet A-XXX F 1.=ELI Detail Tag Elevation Tag I I Id14p ~i~n i II`II l IV .I Ili iPl _i. +I , !IP + I I r I ~ ~ r I v'I I I dr ~ " , , rl I Y , + rlr I,, a r i+ I I x<w x Interlor Elevation Tag s i IJ f ~x F. I If] ~ Ir IJ 11,.; rri r rl 'r r r I Illrr ! I r ~r r l 1rJ ~ ~ Fr. ; J r ~r I r r r f r I I r r I r I r f4rr li A rr i r - r ' fir ~'i I I' I r t r q Il ao f ~r r i I rli'u II I i II ' ' + ; I I' +~i I ' 'I ~ Remove ExlsBng ~ phalt Irl~, iNew Membrane ROOf BeI Ir rF r6 r(~-+~)r~' - r l New Membrane Shingles And CedaIr j I r V ' r I I t l r ` I r l c Bedroom Bedroom-.3 a r/, I i ! 'r ~ ,r r rl d• r I 'I Roof Below r Shingles On Lath- ~r + ~ r.rlrrl 'FI IrI I r~rr ~ New Asp Is" Zing' ~Ir I I2~ Y I 5 1 ri Roofing 0, New 5/r8' [ - r r 1, r Plywood Sheathing t 'rt r ~ Ih rr ! 1 ~ r r ~r! r FF rY 4 J a-. ii - i , 1 r r C ` ]el h300 r J~ nsoo r +l , i 4 Li + r "I ,r I ~ Ir I r r r rJ 1 rxr0 r I r I t I r I r 2 r 9' f 4 tr e l J J I ntl I p la[ . M 6 R Y L K R A M K R r li r hfi r " r 1 I I I, I,I fl 'l r ~ y I J J J I l t ~ rt i~ r~ r I I ¢03 Bran ite of r I'}'~"r I ,If h Existing Existing r ' a I l I y l I ' ~ ®18'0.0. 'pl~~~+sl;lli~rl it°i'll°I',tlrr'I Ir +I I~,`~';r rlli III Dormer ROOf Gable Roof e L„ I r II r A 1 t, t k t 1 ~ ~ ]Sr E. FRONT ITRM NO, %Ox 1.2 OREENrONT NY 11144 I r IIII ; I J I I''{i ' r rSr+ I I r P rf Pl It r r~ I II.II t JriFdtlW O i i i I ii i ! r i r , r rY l n t Yp4 I r O I I 'r r r r Ile f' r - r r L' J, p, t It It ' ' 811.111.818E Ir'r I'ti II'~IJ Ir lilt ,I ~rlil r" r I J t ~ r ~ II JII; r`t I ~ a ~I Closet Closet ~ Exialing Chimney Fxrsting Plete O N To Remain ~I'~I r Nelght 701 r rt' I I;IJ iI I Ill tlutFl r r rr" 2oe f ~ ~B Ii1F' i t Ir IL : r ~r rf r , r I Ir41'i,~rl~ri i ro4, I rl~d eFr', a h I i t I li I , r; r'frl 203 ~ ~ ~ Irr ,6 I''JI I I ~ I ll I I I l.:I I ' ~ 'I ' Ire p I. ~ I r I I I I r l I rrr I+ rr r I rr~rlr pl r: ' Wren Residence I r" i t r Ir ; r r i i r, + S r ~ I~ 'I " I , rr r~ Ilrrl I~'rl I I+r "+r)i+"I rr N~' rFi F,P h J'rt l' _-'f rr r,r ryl IJ I~f Yi,Jwu1 +4 I' I, ' N :i sor ' I rl, I r' i I lr r h'r u' r r l'~ I J i~ J I I I' i I J~') I f l I~ rl ~ rr n+rl I I III r~ r r I~~I~Y~llrl I I Ir ir~~rutell14Y ~I, I~~ti~I ,I IJI,~iIU~$I I'I elr~ lp., I.~' ~~1 f F; Remove EZlsting r r 225 Hippodrome Drive Southold NY 11971 I d I Window Patch & ,r r r r r f 3, ~ I rt y, f I + 4 j ' - I r RePav Wall I r ~r , J v° ! ro Ix~+y Fr r r r rt t rir I rj rlr C f rf Y IIrFf II{ ) J ) 1r jj~ l i ! I ~ I ''I 111 ar t r;r~~rl rl w J t i INFI I'-rI'Pe~~al°i 7~~r yr la »x r rr r' tr,q-It+t I E r Fi !;l'I~~I "i li ~r'ri ~~I iW II4 '!'ll yA~+ll~ll ~t li I r I' I I1 I' II f~ i Iii Ir ll rl ~111~ ti ,i i r Y f ~ I,i~P ~I p I'ufl ~ 64i L Illdll tl ~ .;I r I;r ro f~9 ~ ril ;~,FJ J~,fl l'rl r~ i Floor Plans ~~IrfI It IIII r'I4 r l' r r li lli Fiji rll I°'I 1J ~~I rr,' _ _ I _ Scale: 1/4" - 1'-01 I r ;I ,I Ih+, J II.I Ii r II' Dormer VJmlwrtpllW )Valrr0tli+,l^'w iU 'IS~iI'llll Vltf'IIYIt~W(^~({RV;Irlu ~~sl ,lll irrMo„I"~~~~Ir rTm,l~i;'~w~',t"p~Cli~lu~!In„ rl I„ mmu Illul, :I Y II ~loeet we N= All Drawings Printed on 11x17 tlr~'4~~i'I'~{u"IiV{IIH dIII IP Iiir II l'I li Ali tl"il iii ql 1~1li~~IP II~V rIIi I"t~I r'lilu40lilI I~N'II I Extension Ifl6i'~1ji~16~II~'~NII';ru ~ffytiul P~I'I;i 4f,1 N tl IM'p~l I~~ III°II I~il~llhl~ 16111 ~fh'~~~?I ~I~f~II~G0~~1911 I'~~~~~~ IPr~~I ~41~111 Iv~~~ll Ij^f°JiIB Paper Scale Is SO%Saele Ahove 411„ ,i A-100 B i Second Floor Plan ® 2013 Meryl Kramer Architect Scale. 11T = 1'-0'r S Scale:I = .,_o All Rryhu N-u .e 4 Roof Plan DRAWING ISSUE DATES Issue Set 00.00.0000 Client Meeting Set 02.13.2013 Bid set 00.00.0000 Permit Set 04.01.2013 I Construction Set 00.00.0000 I REVISION DATES . Y T Existing Brick Chimney To Remain 1 l I' I T-I I 1 I,1 i~~. . i t I I_ ~ I I I 12 Remove and ~ , : 1 ~ I 1 171 l!rI T , ] TT f T 1. I. +/-16.5 Replace Existing ' "r' . -1, r 1~ Roof Shingles ITT -1 1, T Y. 1 T 1 11, -L 11 s New Windows - Y _ I !111, 1 r r II ' I r l T1 ~l . El -7][TTEI 'I I i=[T[Extend Extg. Dormer ~f 5 it I- 1L1J_Lt i, 7., t 1;4 1 _T, J i1I~T.I T t p~ h•100 .soo 12 +/-7 Existing Stucco To Remain P• I i Lf fI~I~C ~~CTf JI. cEaEDAROy Existing Dormer- Replace Existing"-' - I , - `T Roof Shingles - 11 l1 - - - j - T - I ']ll ~ Fr~r r CTJ, J J L -it 'L I t , TI, I1 F 11 TCC`I C7 ] I C I I`Y~'i New Addition New Window in -S Lll I f,t I 1 Ii 1iGT ~,r 1 Exsting Openln6 "„',T r l rf T I ~~1 r ( ~1 7 C'•l v ,l J, Tll IT CT4I T I I l C 7r C, l I C,II L II:I LP 409 New Window In Existing Openingr~^~~~ - 1 ] ~'•,f New Dormer - - - ~ r' Replace Wood Trim As Required- - J ~OF NE`r'IR €fI"II If7 I - s v Extension Beyond See Project Notes - H I".,I: l l I 1 1 1 , 1, - e - e - - - - Existing Clapboard Shingles-Sand, Line Of Existing .,I II Scrape and Paint- - - - - - 12 Dormer Wall Beyond Replace Boards as , 1.75 0 ' i Req'd - 1`1 1'r r rl,f r ~•I i~i~ i, it it J ~:I.-f I TITIII.- - ITIll1 rr CII 2ND FLR _ I III U, 1 Membrane i Roofing Existing Window to - ITT LJLL] New Window In Existing Opening be Removed d - _ _ _ _ - - - - - 9 W Z as ' aoq - cos , I' ,r Drawing Legend: 2 East Elevation _ Wall To Be Removed 1 North Elevation Scale: 1/4" = T-0" Scale: 1/4" =1'-0" Wall To Remain i - New Well zmzEIEol=== New Foundation Well 21/4" Applied Check Rail Lines Above i Lines Below i Guidelines Fence sos Door Teg 1 ~ G) Window Tag 7 Bsement[{- ~1 Section X, 5 Round To Casement "I r, Sheet A-XXX Scale: 1/4"= V-0'I 0 T Ill l 4F ?~lTi T, 11 I~YP I: Remove and Detail Tag 7 ~L I Replace ExistingI I -f 'TTJ III 'll TL Roof Shingles 1' r I i T I'll' T 1 1 ,1,1 ' r" 1 1 1 1 1 1 1 1"'I~ r i x Elevation Tag .`.f'.1 f',,-i g(i)g Interior Elevation Tag 7rT~ 'i J7 I i„1~ -~Ti v t f I I'-I Try 1 v~, "a~ TJJOl~~i Existing Dormer- TL 1 1I1-T r..l1t~ l'rI 1_l I' I r jl l' T'1' 1 1- ' Sand, Scrape and - - Paint Clapboard 11111, 7 ` Shingles - Replace 17C r L I T Boards as Req'd Line VI Existing Dormer Wall Beyond a. ~ 1.µ'y i ;.I. M R R Y L N R A M 1 R 11111 1 r j' -f I 111 ',1 I1 i 1. 1' ' ~ e r o h i t e e t 90. BOX 3 I,. - T r r. i 1 I~ i i I ~rlT~t` S, r .L - ,.i 4-Y - - F J7,_ - II - - 1rT I 1 J-- T RfC[.I ONiR E IllyH,lCUICHPOrt NY31p1 3 OR 1 0 0 o s New Windows In Wren Residence Existing Opening A A A 225 Hippodrome Drive Southold NY 11971 New Basement Entrance r W, WPM 4.w 4+6 'LL'. y ! ~y y'i~u y~J 4 M 1e4 4 l~i:N~W L W 1, Win 4f'. W '~4 4 4~~ N'Y,i~ti'Y . w•W ii,'WN~~ i~W.. -17 1 Exterior Elevations Existing House Now Addition Scale: 1,/4" - 1.0" West Elevation a3 South Elevation VT e VP Scale: 1/4" m V-0" Note. All Drawings Printed on 11!17 Paper Scale is 50% Scale Above A-200 ® 2013 Meryl Kremer Architect a1N4nh N......d 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 AAN Remove Existing Asphalt Shingle Roofing and Cedar Shingles on Membrane Roof Lath. New 5/8" Plywood Sheathing on 5/8" Plywood Sheathing 30 N Felt and Asphalt Shingles 12 OXgjFREOAR Existing 2x6 Roof Rafters ® 24" 1.950 O.C. To Remain - Attic 2x8 RR ®16" O.C Existing 2x6 Ceiling Joists @ 16' O.C. To Remain s><a stud wan ~ y Open Cell Spray Foam - Insulation Between Roof Rafters, See Specs ' Beatletl Board s o o €n .n P_RBS c Beaded Cove #28107 x A300 lib 1,Z In by 2xS CJ1 ® 16" O.C. !2'-8" 11/18 x 2 1//2 a 'y a Be room Bedroom 3 1/2" GWB Ceiling. 2nd Roo 1 t Beaded Board I T 7-* X: TT ~ E 8.1111 [Pre p Proposetl 4SlB I 1 I i v tat Floor I I I T ~ 4 } I '~f ,ISM fy J' to be Excavatedio lt IIII - Existing Foundation Well To Remain BREAKFAef Drawing Legend: r~ I Prop_d Basemen Addition Existing Basement Existing Crew] Space ~4 I u Match New fit, IIII- Wall To Be Removed 'a rtr' I ;i4 :y, wh Basement Depth Wall To Remain to , ' - j1 IIII Siding Material (TED) ( - ' r = New Wall °I I - I ~,Fr , 1- I MiI a h IIII-IIII- Over t/2"Plywood New Foundation Wall + ~e New 2" Poured Concrete Rat Slab Sheathing (Typ.) Lines Above -IIII I e IIII II I t~ - - -I = w IIII-IIII- Lines Below f'l -IIII=IIII Guidelines ¶7~I I7_7-I Fence IIII IIII- IIII IIII{ t.S`-,t$„ f' New Retaining Wall and Footing 101 Door Tag -IIII-IIII-IIII-IIII-IIII-IIII- -IIII-IIII-IIII-IIII-IIII-IIII-IIII=IIII=IIII=IIII-_ IIII-IIII=IIII= _ IIII -IIII-IIII Closed Cell Foam IIII New 4" Poured Concrete Slab Insulation @ All III-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-III 10 Window Tag IIII=IIII=IIII-IIII-IIII=IIII=IIII-IIII=IIII-IIII-IIII-IIII-IIII=IIII-IIII=IIII=IIII=IIII-IIII-IIII=IIII-IIII-IIII-- -IIII I!I~ IIII IIII=~ Exterior Wells(Typ.) c IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII- I-IIII-IIII-IIII-III -IIII-IIII-IIII Section X, = III=IIII=IIII=IIII=IIII=IIII-IIII=IIII=IIII-IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII= -IIII=IIII=IIII=IIII /~I ICI Section X, New Floor Construction: o I/A:~~HL I Detail Tag 3/4" Wood F la noon 3/4" Building Section Plywood Subfloor on Floor (I Ill (1 I1 /1 h (1 I1 /1 I` (1 h /1 /1 /1 I1 1 1/ I\ Joists (See Plan For Sizing) , 1 n(/~1 1 Inn ~wYY Elevation Tag R-30 Betting insulation x4>X Interior Elevation Tag x 2-a5 Reber „$(rv''ll~~l yefig& I r 1/2" x 12" A.B. ®32" O.C. W/ 3x3 Washer ~ iwl9~+.ll~~ ` IPgA Parged Concrete Smooth Finish GAll Exposed BASEMEN ENT Foundation Surfaces (Typ,) i~' ~ry~~l r ui 1,i 2x4 Stud Wall w/ Rigid Insulation Fill k I + PI M I R Y L K R A M I R Free-Draining Backflll era h l to of m' 8" Reinforced C.I.P. Concrete r, 213 E. FRONNn1EET F.¢ YOM EE9 aREENI01r NY 11944 U1.922•E2f9 Foundation Wall w/ Continuous J-Cote Waterproofing Applied Below Grade on 8x16x12 O.I.P. , f1 m, ' P re pace Footing, min. 3'-0" Below Grade (Typ.) Existing Corner Board To Remain r-T pc, Wren Residence 225 Hippodrome Drive Existing Hollow Brick Wall& Expansion Joint ji. Southold NY 11971 Stucco To Remain 4i1!{t v 2" RI d Insulation yYW~ i4 " i " l i"~'d A (IPA y 2 2 Existing Wood Frame To Remain I ~ 2-M5 Reber Bul lding & Well Sectlons New Closed Cell Spray Foam 1 i Insulation ® Existing Wood Frame Scale: As Noted New 2x4 Wood Studs ®18" N= All Drawings Printed on 11x17 Paper Scale Is 50% Scale Above New 1/2" GWB New Closed Cell Spray Foam Insulation A-300 2 Plan Section Detail Lion Detail Wall Section Detail Scale: 11/2" = V-0" r2" = 1'-0" ° Scale: 11/2" - 11-0" ® 2013 Meryl Kremer Architect ei Nime N...ma DRAWING ISSUE DATES Issue Set 00.00.0000 Cllent Meeting Set 02.13.2013 Bid set 00.00.0000 Parent Set 04.01.2013 Construction Set 00.00.0000 REVISION DATES Water Heater ~ Fixture Schedule: Electrical Notes: r 1 -Switches To Be Installed @ 38" to Type A- Halo H991CAT - 4" recessed downlight, Center Line of Switch A.F.F. Or As i line incantlesent w/ 993 4" Noted On Elevations. collex baffle; white. i i -Outlets To Be Installed Horizontally In Center Of Baseboard. oeo 1 Br Itch Dinin Bedroom 1 ,~A om Type B- Progress Lighting (P340"0) Ceiling -All Switch Plates And Electrical ' In Cabinet - Mounted Fixture w/white glass lens Covers To Be Matte Snow; Maestro New Basement Existing Basement ' 1, III / 1 T~ ,'1 Series Switches/ Dimmers W/ Claro Switch Plate Covers. Type C- Progress Lighting (P3408.30)- -Dimmers @t All Lights Locations; , I L~ JI, I close-to-telling, ceiling mounted fixture Except Closets. w/ white glass. 1 -All Closets to Have Jamb Switches. Type D- Fantech Premium Bath Fen Wt Lights -All Central Vacuum Outlets To Be (P8110F)- Fluorescent. Installed Horizontally In Center Of ~ Electrical Panel , D 's 'To Se", loo i Baseboard. i Type E 24'G`SPHRR KRCyvrFCA Existing ~ _r {:hi yBase_ A o ,ap - CCC F MdLan Type F- P i Roam - r c R O i D SAP B A et room B r - 802 New Basement , Electric Legend: OF NO'i ?N ' i I Single Pole Switch tin Fovar Living Room i rl Multiple Pole Switches - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i " I J I D Three Way Switch Drawing Legend: Well To Be Removed i TMq Three Way Multiple Pole Switches Wall To Remain m Automatic Door Switch = New Wall I New Duplex Receptacle Outlet Foundation Wall Ell Lines Above Duplex Receptacle Outlet Lines Below -Split Wired Guidelines eFl GFI Duplex Receptacle Outlet Fence Weatherproof Duplex Receptacle loi Door Tag Outlet ~DED Appliance Receptacle Outlet Window Tag O Basement Plan First Floor Plan J Scale: 1/4" = 1'-0" ® Floor Mounted Duplex Outlet Seatlon X, Sheet A-XXX Floor Mounted Phone Jack x carbon monoxide Detector ~L_ Detail Tag 7V Floor Mounted Coaxial Cable (TV)( x..w Elevation Tag I t I a i _(tr Surface Mounted Calllno FlxturR Mm Exterior Recessed Calling Fixture xx Interior Elevation Tag x Surface Mounted Fixture Flood Light Bedroom 2 Bedmam 3 1 ® Recessed Ceiling Fixture ®wr Recessed Ceiling Fixture w/ Recessed Ceiling Fixture Shielded i m Va. waterproof trim kit Directional @wr Floor Mounted Washllght Fixture rn e a r L x e A er e a ~lo lira ~~Fl r: O •raIn lteet Waterproof Wall Mounted Fixture Pv E. PNOW RnEA P.O. eon era GREExlanT xv IM4 Wall Mounted Interior Fixture - - ~ C~ CIO~~1I E ? ? YB B ,TO Attia D Track Light ~-r Under Cabinet Light -+a Telephone Jack Wren Residence at ~ i -+4 Data Jack h-TV TV Jack 225 Hippodrome Drive Southold NY 11971 v-IN ,C AV Controls I ~ _ Master o ® Thermostat Proposed Conditions: I - I 1 I I ® Exhaust Fan/Fan Light (Fanteoh) Electrical Plans scale; 1/4" - 11-0" Calling Fen (Modem Fan. Clrrue) ygje; All Drawings Printed on 11x17 O Smoke Detector Paper Scale Is 50% Scale Above sp Calling Mounted Speaker eP Well Mounted, Waterproof Speaker E- 10 1 ?K Security Keypad ® Central Vacuum Roof Plan Second Floor Plan O 2013 Meryl Kramer Arohiteat 4 Scale: 114" = 1'-0" Scale: 1/4" = T-0" A I xirm. N-R.d