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HomeMy WebLinkAbout37661-Z `9ApF64 Town of Southold Annex 1/29/2014 P.O. Box 1179 54375 Main Road F t• Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36745 Date: 1/29/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1020 Ruch Ln, Greenport, SCTM 473889 Sec/Block/Lot: 52.-2-33.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/16/2012 pursuant to which Building Permit No. 37661 dated 11/30/2012 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 decks and existing garage altered to living space and storage as applied for per ZBA #6597, dated 10/18/12. The certificate is issued to Patricia Walker & John Herkert - (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37661 7/9/13 PLUMBERS CERTIFICATION DATED 9/26/13 Octavian Bundra Au o / ed ignat re aitFocK' TOWN OF SOUTHOLD BUILDING DEPARTMENT T TOWN CLERK'S OFFICE SOUTHOLD,NY •~o! .gad'; 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 37661 Date: 119042012 Permission is hereby granted to: Boutis, Christine (Patricia Walker) _ 1020 Ruch Ln Greenport, NY 11944 - To: construct additions i£ alterations to an existing single family dwelling per ZBA #6597 condition that the side & rear decks shall remain open to the sky. At premises located at: 1020 Ruch Ln, Greenport SCTM # 473889 Sec/Block/Lot # 52.-2-33.1 Pursuant to application dated _11/16/2012 and approved by the Building Inspector. To expire on 6/1/2014. Fees: CO - ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $879.60 Total: $929.60 r Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL. 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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. If a Certificate of Occupancy is denied. the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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 Certi ticate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. / D '._1.f. New Construction: Old or Pre-existing Building: (check one) Location of Property: ID :2 ~u C~ G 12 S6LV 1 House No. Street Hamlet Owner or Owners of Property: ~-~y 1, _ c~ 5x Suffolk County Tax Map No 1000, Section IJo~ Block Lot 'J3 Subdivision _ Filed Map. Lot: Permit No.3-T(p ~ I _ Date of Permit. ( 1 30 12 Applicant. Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate - Final Certificate: (check one) Fee Submitted: $ so _ Applicant Signature rras+>'zry Town Hall Annex ~SUFFO(KC h~0 Gy , Telephone (631) 765-1802 54375 Main Road o o Fax (631) 765-9502 P.O. Box 1179 0 • Southold, NY 11971-0959 y?j~l # ~y0~ t9 roger. richert(a town.southold nv us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Walker Address: 1020 Ruch La City: Southold St: NY Zip: 11971 Building Permit 37661 Section: 52 Block: 2 Lot: 33.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: SGM Contracting License No: 43662-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat 1-ga Duplec Recpt 41 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 10 Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 34 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches 47 Twist Lock Exit Fixtures TVSS Other Equipment: 2-combination smoke/co detectors, 2-exhaust fans, 4-paddle fans 6-ARC fault circuit breakers Notes: Inspector Signature: \6 Q C,t Date: July 9 2013 Electrical Certificate.xls SOLDER AND ANTI-SCALD CERTIFICATION Date' oW Building Permit No. 'A 7 6 6 + Owner P LI) cj~!4~ (Please Pri t) Plumber / ?1 /Jh (Please Print) 1 certify that the solder used in the water supply system contains less than 2110 of 1% lead as per P29041 I of the Residential Code of the State of New York and 605J5 .3 of the Plumbing Code of the State of New York. 1 also certify that I installed an anti-scald and/or thermal shock preventing device at all bathing and/or showering fixtures in conformance with Section P2903 of the Residential Code of New York State to mitigate the potential hazards due to shower valves that allowed surges of high temperature water to flow from the shower head. Plumbers or Homeowners Signature 7 Please Check One. O 1 certify 1 am the licensed plumber (License g that installed all plumbing on the above referenced premises O 1 certify I am the homeowner and I pey~omally stalled all the plu bing on y above referenced premises Plumbers or Homeowners Sienatme Sworn to me this p V ~Zdayof SE~pEM,20 13 Notary Public, Sl, FFoLL)< County Notarv Public DAVID IL TERRY NOTARt PUBLIC. SPATE OF NE YORK NO. 4616N7, SUAOLE COUNTY ~tt1pWIRES a/~g~iH F. Bwilding pomils and revle..\Building De pi. roimslSMdn R Am, scald Cenmeadnn R Gas Supply 1-3-09.doc ho~~ oe so"% TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL FINAL) REMARKS: DATE INSPECTOR OF SOOty~6 v TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:_ n DATE ` INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION [v-ri`RAMIN(6) [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:'' DATE ~1" ' INSPECTOR 3 ! ummo yOf SOUlyTOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION [ FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE ICAL (FINAL) REMARKS: Lcz~ DATE INSPECTOR OF SOUTH TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTI N ( ]FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC INAL) REMARKS: i DATE I41'111-'r43 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: It DATE s INSPECTOR SOUTyy6 4i' r-sf TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLEIG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK C9J L DATE /17 INSPECTOR OF SOUIyo~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 M INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE INSPECTORkZ- ~o~y~OF SOUTy06 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I L [ ]FRAMING /STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ ] FIR INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC,~L (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE I INSPECTOR F rF $OUTyo6 ~~n, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN [ ] FRAMING / STRAPPING FI [ ] FIREPLACE & CHIMNEY [ ] IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR i pp~ _IELD N REPORT D NT3 MIFF!= It FO / / D/~• 9lc FOUNDATION (2ND) ' z . o S ~ ROUGH FRq,MING & S PLUMING .f/ CG INSULATION PER N. Y. H STATE ENERGY CODE C G? FINAL r W AD rrl0NAL COMMENTS G' CPti, ( f PF5 -t (4 pm 1 - N l ~ d ra TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 7 (v Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 fa Storm-Water Assessment Form Contact: Approved I/ ~ 20/?, Mail to: GtiK N( L~e L L~~ Disapproved a/c_- Phone: 4-77' 6624- Expiration 20~ ~ l Building Inspector APPLICATION FOR BUILDING PERMIT Date A -I1 o 2l 20-12, 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. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 4ez FiTt-C7- Name of owner of premises ~AtQG IA yV ,-9G K 45-7R- (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: /d2o vCN L~ (~E J®L7~ F~Lf~ House Number Street Hamlet 33 l County Tax Map No. 1000 Section 52 Block C~2 Lot J 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /42z! /M )t7,4& b. Intended use and occupancy -L_-S 3. Nature of work (check which appliyable): New Building Addition V Alteration V Repair Removal V Demolition Other Work (Description) 4. Estimated Cost 221~J, OCO 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 existing structures, if any: FrontgO. 3 t 27 / Rear 20.3 f l Depth 30, f 7 Height t-Z6 5' Number of Stories / '7r~~- ; 55.7 Dimensions of same structure with alterations or additions: Front Rear G7, ¢ Depth _59 -7 ' Height v /6-, 65 ' Number of Stories / 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 90 r Rear ~/b Depth 12~.2~ / 10. Date of Purchase AOZ6V r20IZName of Former Owner 11. Zone or use district in which premises are situated 2 --I-C 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 remises TGJ 1` L114E~E1' Address 1026' cfi Lu Phone No. y14 Wo -¢77¢ Name of Architect 7M 1 ilCGlc?%~I~AI~ Address 08-314Phone No 43) - 472 -db24- 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. PERMIT,S'MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO / * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF~ -~'Q. Xlk U~LL~~yZ7 JEfL- being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~G r`~ 7icG~ (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 tq before me this day of 20 lZ W i4w Notary Public Signature of Applicant James F. King, President Town Hall Annex Bob Ghosio, Jr., Vice-President i 54375 Main Road + ti P.O. Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer , + t Telephone (631) 765-1892 Michael J. Domino Fax (631) 76"641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7900A Date of Receipt of Application: August 28, 2012 Applicant: Patricia Walker SCTM#: 52-2-33.1 Project Location: 1020 Ruch Lane, Southold Date of Resolution/Issuance: September 19, 2012 Date of Expiration: September 19, 2014 Reviewed by: Michael Domino, Trustee Project Description: To remove the existing permitted deck and rebuild it for handicap accessibility; proposed additions on the landward side of the existing dwelling; proposed addition connecting the main house to the garage, which will be partially converted into living space; proposed wood deck off of new master bedroom; installation of a drywell to contain roof runoff. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Frank Uellendahl, last dated on August 27, 2012, and stamped approved on September 19, 2012. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a~deettermination from any other agency. James F. King, President Board of Trustees James F. King, President OF-soUfyol Town Hall Annex Bob Ghosio, Jr., Vice-President 54375 Main Road P.O. Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer G • ~O Telephone (631) 765-1892 Michael J. Domino O *COO(~ Fax (631) 765-6641 D BOARD OF TOWN TRUSTEES OCT 1 1 2013 IIJ TOWN OF SOUTHOLD 7'1 f CERTIFICATE OF COMPLIANCE J(p ~~n! n # 0910C Date: September 27, 2013 THIS CERTIFIES that the removal of permitted deck and reconstruction of it for handicap accessibility, additions on landward side of existing dwelling; addition connecting the main house to the garage partially converted into living space, new wood deck off of new master bedroom; and installation of drywell to contain roof runoff At 1020 Ruch Lane, Southold, New York Suffolk County Tax Map # 52-2-33.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 28, 2012 pursuant to which Trustees Administrative Permit #7900A Dated September 19, 2012, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of permitted deck and reconstruction of it for handicap accessibility; additions on landward side of existing dwelling; addition connecting the main house to the garage partially converted into living space; new wood deck off of new master bedroom; and installation of drywells to contain roof runoff. The certificate is issued to PATRICIA WALKER owner of the aforesaid property. )X*I" cz 'er~ . Authorized Signature New York State Department of Environmental Consier•ion - Division of Environmental Permits, Region 1 SUNY a Stony Brook - `r 50 Cirde Road, Stony Brook, NY 11790-3409 - Phone: (631) 444-0365 • Fax: (631) 444-0360 Website: www.dec.state.ny.us LETTER OF NO JURISDICTION TIDAL WETLANDS ACT January 12, 2011 Ms. Christine Conte-Boutn RECEIVED 2000 Broadway Apt. 214 MAR 15 2011 y~5 San Francisco, CA 94115 UPA# 1-4738-04017/00001 BOARD OF APPEALS Facility: 1020 Ruch Lane, Southold, WY. SCTM#1000-52-2-33.1 Dear Ms. Conte-Boutin Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that the property landward of the "top of blufr line, as shown on the survey prepared by John C. Ehlers dated 10/25/10, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional ur project (i.e. a 15' to 20' wide construction area) or erecting a temporary , barrier, or hale y berm. ter e th is letter does not relieve yo of the responsibility of obtaining any necessary a rovals from other agencies or 1 I municipalities. n mit dministrator cc: Peconic Permit Expediting, Habitat-TW, File FORM NO. 3 NOTICE OF DISAPPROVAL TO: Frank Uellendahl DATE: August 21, 2012 For: Ed & Christine Boutis (Walker) P.O. Box 316 Greenport, NY 11944 Please take notice that your application dated August 20, 2012: For permit for addition and alteration to a single family dwellin at: Location of property: 1020 Ruch Lane Southold, NY County Tax Map No. 1000 - Section 52 Block 2 Lot 33.1 Is returned herewith and disapproved on the following grounds: The ro osed addition and alteration to this single family dwelling, on this non- conforming 13.590 (buildable areal square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124- non conforming lots measuring less than 20.000 square feet requires a total combined side and setback of 25 feet. The site plan shows total combined side yard of 22.2 feet uthorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. g~ BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson SDUly~lo 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 James Dinizio, Jr. # Office Location: Gerard P. Goehringer Town Annex /First Floor, Capital One Bank George Horning % • ~O 54375 Main Road (at Youngs Avenue) Ken Schneider COUrm Southold, NY 11971 http:/Isoutholdtown.northfork.net i, i V rv, l ZONING BOARD OF APPEALS f r, ~i 1. f TOWN OF SOUTHOLD - Tel. (631) 765-1809 • Fax (631) 765-9064 OCT 2 3 2012 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 18, 2012 ZBA FILE: 6597 NAME OF APPLICANT: Patricia Walker SCTM#1000-52-2-33.1 PROPERTY LOCATION: 1020 Ruch Lane (adj. to Arshamomaque Pond) Southold NY 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 September 17, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated September 24, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject parcel is 16,565 square feet, of which 14,250 square feet is the buildable area, it is located in the R40 zone district. It is improved with a single family dwelling with attached deck and accessory framed garage with attached carport. It has 90.00 feet of frontage on Ruch Lane, 176.26 feet along the eastern property line, 93.53 feet on Arshamomaque Pond, and 176.64 along the western property line as shown on the survey prepared by John C. Ehlers, LS, dated 10-25-2010. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's August 21, 2012 Notice of Disapproval based on an application for building permit for addition and alteration to a single family dwelling at: 1) less than the code required total combined side yard setbacks of 25 feet. RELIEF REQUESTED: The applicant requests a variance to construct addition and alteration by attaching the accessory garage to the dwelling creating combined side yard setbacks of 22.2 feet where the code requires 25 feet. ADDITIONAL INFORMATION: The subject parcel received variance relief in a prior decision #6465 dated May 18, 2011 for a single side yard setback of 5.8 feet where the code requires 10 feet. In this current request the applicant is removing the portion of the deck encroaching into the side yard as granted in the prior decision, thus creating a conforming minimum side yard. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: Paget of 3-October 18, 2012 ZBA File#6597 - Walker CTM. 1000-52-2-33.1 The Zoning Board of Appeals held a public hearing on this application on October 4, 2012 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant proposes to join an existing accessory structure with an existing adjacent principle structure. The setbacks of the buildings will remain exactly as they have been since the two building were constructed and the removal of an existing deck in the side yard will decrease the degree of non-conformity of the total side yard setback. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because both buildings are existing and the only alternative would involve extensive demolition and construction. 3. Town Law &267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing less than 10% relief from the code. The existing combined setback will actually be improved from 16.6 feet to 22.2 feet because the applicant is removing a portion of the existing deck located in the side yard. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. As a result of the proposed construction the applicant will be required to comply with the stricter codes concerning water runoff on the property. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an enlarged house while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Weisman (Chairperson), and duly carried, to GRANT, the variance as applied for and shown on the Site Plan labeled A-1 and the floor plan labeled A-2 and A- 3 prepared by Frank Uellendahl Architect and dated August 27, 2012. Any deviation from the survey, sileplan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the 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. Page 3 of 3 - October 18, 2012 ZBA File#6597 - Walker CTM: 1000-52-2-33.1 Vote of the Board: Ayes: Members Weisman (Chairperson), Dinizio, Schneider, Horning. Absent was. Member Goehringer. This Resolution was duly adopted (4-0). CL/T y Leslie Kanes Weisman, Chairperson Approved for filing le/ ZL /2012 Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: nor-AgeM-CO uh3rd-CoT*mWror0dm Irn,rb nmQ PVOLM~ OWNER: (Y DIRarant than Applbmnq .--~i)G//? vt/~//.rcE2 e (iCL pL~ ocu~rct- Ad~,w. L~, fE ~'T~R L~ •JL~ 7~~ Address: 1J'YG L".~~~c/Z/~ L ITT k_16f Telephona N: I. N: TaNphoM tk ream E-Mail: tL'a~~ LI! E-Mai. I&L Prop" Address: %dZ " t .7~•i L Brief etiption of Construction Activity, Proposed Structural BMPL Sort i aFT.M. R 1000 Z SGMSvtioo BMPs, Project Scope and/" Sequence orearea w:tion Activity 2? , IheWa Added" iNar ar Nmar, OMN a[[ti[n ab[X tot Firneof Cord rmentor conduct Porsen Rssponsible for lmplemaMetlon or SWPPP: v~: -4e IL'f L 7~ y/7~/ T a: =°/'nN•~1 1 -_..L JJ[~J:li, 4.'----- Telephone A F. E-NMI: Name of Persona Responsible for ha telletion 6 Maintenance of Emalon control Pracau: Addreem: TWephorisR F. E-Mall: t -T--_--- Total Arse arm dalAofl.md Clearing Project Perods andm Gmaround Disturbance: (9.F. Yan¢} (a.G, /aural I Project ouratlon: It End Z (Anticipated) D. / Y Ome: ) 1~L ri3 lN[ne[,d C9enbr0yl Will this Project Disturbs five (5) or More Acres at Q Any One Time During the Proposed Development 7 Yes No I/YES:PIUU Aruwtlp Followbgl a. Does the Applicant have a Qualified Inspector On ; Staff To Conduct the Required Inspections 7 Yes No b. Does the SWPPP Indicate Hon Frequently the She O List Ma NAMES or Maaipden Nall PoIMNaIty Impacted Watbbodks aadtor Inattention Inspections WIN Occur and for What Period of Time 7 Yes No Z-2 4 /-Z c. Does the SWPPP Adequately Identify All Temporary r--i ail. and/or Permanent Soil Stabalhatlon Measures 7 Yes No d. Does the SWPPP Adequately Identify a Complete [ . Project Phasing Plan 7 Yes No status of Aepaebd Water": (49. Turn, Tss(d) LNted, Impaired-) e. Does the SWPPP Indicate Additional Site Specific 0 1Z Practices that Will be Utilized to Protect Water Quality 7 Yes No I. Has the Applicant Submitted a Completed DEC Notice t Of Intent and SWPPP Acceptance Form for Review U O I Type of Inpeeted Welmrbody: (ea. Lake, Creek any. Pond, Sound, FmhnererwnWnd_) by the Town of Southold 7 Yes No x;Z-) STATF. OF NEW YORK, Notary Public, State of Now York COUNTY OF -,ft$f::t L...-..-.-._. SS No. 01 BU6185050 't'hat I, ..-:~lLlll/' f~Lff~................. being duly swom, de s t s lfor Perntit, (Name of Individual signing And that hG she is the f 1.-a,'-/l..F,t/::d is a ~~d in Suifolk.G~ne. .~.......l. b-......- 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 statements contained in this application are hue to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith*;W"P-t) Swo/m to before me this; 1. .v.....-....---- da of CY(J•eLL.I(G 20.. Notary Public :6:.:.:~.._..u •:`..Ls. SWPPP Assessment FORM: 03.12 'Del -.7 0--el f-L4, 4c. vvj CD , 0.~ vv~ V,01 rater ho~~pF SO!/T~1 Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1 179 co* C Southold, NY 11971-0959 ZP~rouf '(,N J BUILDING DEPARTMENT TOWN OF SOUTHOLD October 18, 2013 Patricia Walker PO Box 27 Southold, New York 11971 RE: 1020 Ruch Lane, Greenport TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. X ~ CYl G I D S.Q Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 37661-Z additions/alterations P~ QO ~R 00 s / A 00, q 'V o /1vv~ / P O N. l ~ ~ / o ? 90 0 0 ° h5 / g / P le ~ / e s 6 ~ 0 4 ~6 ti r o ~ X09 \ ~ 0 5"0 o ~ P 6 Q tidy \P V ~ , l e ° ?V ~4- Y a ~ ss o ~K oo. 3` o`t -7 lb 0, tiv y. 4'0 90 00 • a AO ti40 ?tipard In accordance with the minimum SURVEY Aandardr for title surveys as estublishad bt A t PROPERTY OF the L I. A.LS. and approved and adopteu ' `SHA MA M OQ U E for such use by The New York State land TWM Aooclatlaa. TOWN OF SOUTHOLD SUFFOLK COUNTY , fy y 1000 - 052 _ _ 02 ~p LANps SC4 L E 1 " = 30 ' 33 `~po~~ A.1p~fc9Lrn NOV 20 , 1986 ~ Zo O ' r p y ya CERTIFIED TO f~ eeee.oQ . Y. S.c GMCn,n... SURREY OF PROPERTY SITUATE: AR5HAMOMAGm N TOWN: 50UTHOLD E SUFFOLK COUNTY, NY SURVEY 10-25-2010 SUFFOLK COUNTY TAX # 1000 - 52 - 2 - 33.1 ku H d \ ~tTI[MM TO: 0 NF P L71F MTINE ]BOUTIS * S$ o M ~l v~ ~ ]BD 8QY1T[S S ISM `E 'load) v° Qa _ Q ~ _ r a m r ~ ~r rn r / /"0~0 0 ~ n °0 0 Q) aCQ 8.8' QR F0 iL~IOQ 3 / u 00 0Q ti 5./' 3 to o .8 N N ~ / 0 Q / o= L S~ z, , , m o a Q , r U) ~ 6J / ~ ~a m h ~ , zJ~ ~70b o d~ r ,r ~ ~w plZgM~ 1. ti 5.8' 6 / X2.7, C, _ i r r I t 2 Cr F r / ~l ~ r r Qr CV J r~ r~ rRFFS ~ ~ ~ / r l r ~i r ~r ~ r ~ I y v Tbp Wooq F ~ Ip~ / . 2213'- 3 _g _n °02 4. 3 WN - rs tit t i t i' 26A FINAL MAP SEE DECISION 0 mom NOTES: qq(/e NE !'0 7.1 ¦ `lam."„ a X -1- MONUMENT FOUND p .(E of tea. en..a~ la G. EN O PIPE FOUND O r ~N Fqs f~~ a.,.e M a~aa w NUMBERED WETLAND FLA65 SET BY SURVEYOR USING 1'P. °`^'.Y u P.GV.e n ¢an6x. M bv.n- BAGARUS AS THE WETLAND IDENTIFIER ro ELEVATIONS REFERENCE N6VD'29 0Fis N ` s 1L «~„MU`~ . 047 lbs a rol l,uN.ry,. le mJ"la ,ulil4 b. ZONED R-40 JOHN C. EHLE L SJ SURVEYOR GRAPHIC SCALE I20' 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.C:\Documents and Settings\Owner\My Documents\My Dropbox\10\10-184.pro - L ZONING CALCULATIONS i ? PROPo ON ADDITION LOT AREA TO RE TWA = co. 16,565 SF R Q LOT AM TO T/0 Buff = a. 14250 SF = 100.005 ENISTG 31M. COME = m. 2,022 SF = 14.195 ADDED BLOC. COMM = co. 820 SF = 5.755 TODL BLDG. COVEW = co. 2,842 SF = 19.945 ALLOW. BLDG. OVERAGE board on 14.250 SF f9{ R-40: 205 OF LOT AREA = w. 2,850 SF = 20.005 G DEGR CAMERA LOCATION ` RESIDENCE RENORED PROPOSED AOB axs s SOUTHOLU NY 1020 RUCH LANE NLS, P.C. N ° ado Tam JOHN 25,C. I2010 ARCHITECT 35' a~ HIM um" OEM AWERIE RONT YARD - 12L F EtU'G DECK TO BE REBURY a PD.BD¢ 316 6BCKl1 LNE LED NTDI 1ST FLOOR GARIPOAI, N! 11914 iFb I,yyP pP FOR WHEELCHAIR ACCESS 631477 8674 OWNER H' 84.3' RATKIA WER 1020 RD LAW 14- 8 4771 p SOUTROLD, WY mn4 W BPl fiR1 m, z PRDPOSEO w°moR ~ ~ ~ ~ a o 6'x4' DRYWELL -102 PROPOSED 6'D'A. % 4 DEEP DRYWELI 3 7.5 WDH GUTTER LEADERS FOR ROOF RUN-OFF i L 108.7' sroBrtt PROPOSED Y%2D' WOOD DECK ~ ' ~'9 ~ -70 0 o ! "4 3 PAR1 FL COLNERSION ¢ oe/iTFOff TO RMDEN~IULE SPACE y~ Stu r, a t/18' • f t'-0' sGLLF: t/ts' =t'-0' SITE PLAN SITEPLAN ADMINISTRATIVE SCTYJ = 1000-52-02-33.1 oc Br A-1 su WETLAND PERMIT APPLICATION ~TOU°N"c F So NEWLD a~ RD r'Generated by REScheck-Web Software Compliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Singgle Family Project Type: AdditionlAkeration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor. FRANK UELLENDAHL, ARCHITECT Compliance: Passes Compliance: 12.6% Better Than Code Maximum UA: 231 Your UA: 202 The % Better or worse Then cogs irxtex reflects how dose to coniplance the hntse is baseti on coite tradernr rules. It DOES NOT provi is an estimate of energy use or cost relative to a IIM1aYnWr.pme hone. Gross Cavity Cont. Glazing U A Assembly Area or R-Value R-Value or D• Perimeter U-Factor Ceiling: Cathedral 742 30.0 0.0 25 Wall: Wood Frame, 16in. o.c. 1053 15.0 0.0 56 Window: Wood Frame, 2 Pane w/ Low-E 42 0.250 11 Door: Glass 282 0.250 71 Floor: All-Wood Joist/Truss Over Uncond. Space 742 17.0 0.0 39 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 th atory requirements listed in the REScheck Inspection " Checklist. Z 3L Lk Cpl-'-L)QA 64 Q 2 l1 i f 2- Name-Title _-t-~ S D 1!r ~ti ltL `h; Project Notes: r fem. 4 ,pp WALKER RESIDENCEI 1020 RUCH LANE t4k>ir~ SOUTHOLD, NV 11971 at .~p. i E n j t Project Title: Report date: 11/13/12 Data filename: Page 1 of 4 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: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ? Ceiling: Cathedral, R-30.0 cavity insulation Comments: Above-Grade Walls: ? Wall: Wood Frame, thin. o.c., R-15.0 cavity insulation Comments: Windows: 0 Window: Wood Frame, 2 Pane w/ Low-E, U-factor. 0.250 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? _ Yes . No Comments: Doors: ? Door: Glass, 1.1-factor: 0.250 Comments: Floors: ? Floor: All-Wood Joist/Truss Over Uncond. Space, R-17.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: C] 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. F1 Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing. Lj 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 lase fill insulation exists, a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. O Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Lj Building envelope air tightness and insulation installation complies by ether 1) a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (C) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. Pmjed Title: Report date: 11/13/12 Data filename: Page 2 of 4 Id) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (f) Comm, headers, narrow framing cavities, and rim joists are insulated. (9) Showerttub 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 11-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. Materials Identification and Installation: ? Materials and equipment am installed in accordance with the manufacturer's installation instructions. ? Materials and equipment are identified so that compliance can be determined. ? Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ? Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: ? Supply ducts in attics are insulated to a minimum of R-8. All other duds 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 duds. ? All joints and seams of air duds, air handlers, fitter boxes, and building cavibw used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketinhg or other approved closum systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal dud connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal duds have a contact lap of at least 1 112 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 khrgitudinal joints and seams on duds operating at less than 2 in. w.g. (500 Pa). ? Dud tightness test has been performed and meets one of the following test criteria: (1) Postconstmdion leakage to outdoors test: Less than or equal to 8 dm per 100 ft2 of conditioned floor area. (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 12 chn per 100 U. (3) Rough-in total leakage test with air handler installed: Less than or equal to 6 cfnn per 100 82 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 faced air-furnace, at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ? Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating bad. 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 of 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 am insulated to R-3. Swimming Pools: ? Heated swimming pools have an or/of heater switch. Project Title: Report date: 11/13/12 Data filename: Page 3 of 4 O Pool heaters operating on natural gas or LPG have an electronic pilot light. O Timer switches on pod heaters and pumps am present. Exceptions: Where public heaflh standards require continuous pump operation. Where pumps operate within solar- and/or waste-hest-recovery systems. Heated swimming pods 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: Ll 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 waft for lamp wattage > 40 Other Requirements: Lj Snow- and ice-mel ing 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 failing, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement's'). Certificate: O A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Report date: 11/13/12 Data filename: Page 4 of 4 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling I Roof 30.00 Wall 15.00 Floor I Foundation 17.00 Ductwork (unconditioned spaces): - :Glass & Door Window 0.25 Door 0.25 NA Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: ffAREATO G CALCULATIONS PROPOSED E LINE = ca. 15,880 SF ADDITION O BANK = ca. 13,590 SF OVERAGE = ca2,126 SF VERAGE = ca. 584 SF VERAGE = ca. 2,710 SF ALLOW. BLDG. COVERAGE based on 13590 SF IEXT'G DECK R-40: 20% OF LOT AREA = ca. 2,718 SF u Q TO BE REMOVED FlImm PROPOSED ADDITIONS 0 RESIDENCE T - o Q SURVEY BY PE@ 21 0, SURVEYORS, P.C. SOUTHOLD, NY 35' DATE: NO 1986 1020 RUCH LANE FRONT YARD - ARCHITECT L EXT'G DECK TO BE REBUILT LEVELLED WITH 1ST FLOOR RANK uELLENDNL 123 CENTRAL AVENUE 00 P.O.BOX 316 o O GREENFORT, NY 11944 1 z TEL 631-477 8624 I n OWNER j PATRICIA WALKER J rl~ 1020 RUCH LANE SOUTHOLD, NY 11971 s 914-980-4774 CA 60, k M~E PROVIDE WHEELCHAIR ACCESS TO MAIN HOUSE AND DECK Q cry f r CA 87, o o Q ,i " s *N PROPOSED WOOD DECK 0 ' /0,81 N 7' PARTIAL CONVERSION TO RO ESIDENTIAL F GARAGE SPACE DATE: 08/21/2012 SCALE: 1/16" = 1'-0" SCALE: 1/16" =1'-O' ITEP~AN SITE PLAN S SCTM = 1000-52-02-33 DWG. NAME TOWN OF SOUTHOLD A-1 DWG. NO SUFFOLK COUNTY, NEW YORK I-1 PROPOSED ~i ADDITION 0 28'-31/2' 27'-11/4' - - - - - - - - - - - - - - - - - - - - - - RESIDENCE MuDROOM SOUTHOLD, NY 1020 RUCH LANE 00 0 00 ARCHITECT BEDROOM 3 KITCHEN FRANK UELLENDAHL 123 CENTRAL AVENUE P.0.60% 316 GREENPORT, NY 11944 GARAGE REF. O TEL: 631-477 8624 R OWNER PATRICIA WALKER BEDROOM 2 1020 RUCH LANE clearance under beam = T-8' SOUrHOLD, NY 11971 _ 914-980-4774 IE g LIVING ROOM IiE cathedral ceiling Ile 1€ 1 Fi BEDROOM 1 i~ cEC.NCr: 7 a JP'4- SUNROOM I CLG.HGT: C-10' t B 8 step 6 step WOOD DECK DIN RATE: 08/21/2012 SCALE: 1/8' = 1'-0' AS-BUILT FLOOR PLAN DWG. NAVE A-2 ©1a DWC NO PROPOSED w ADDITION 67'-4 3p, o 20'-3 1/2' - - 20'-0 27 11/4' a 5.0' ,Q 3 801 BARN DOOR 8070 BARN DOOR - R RESIDENCE ~ SOUTHOLD, NY STORAGE - / BEDROOM 3 00 1020 RUCH SANE 00 Kma ARCHITECT KITCHEN FRANK UELLENDAHL 123 CENTRAL AVENUE GREENPORT, NY 11944 FCLOISE P.O.BOX 316 BATH CLOSET WINTERGARTEN REF. TEL: 631-477 8624 DINING R r r= ~ OWNER x PATRICIA WALKER 1020 RUCH LANE SOUTHOLD, NY 11971 - - - - - - - - - - - - - - - - - - - 914-980-4774 r LIVING ROOM cathedral ceiling MBR \ BEDROOM 2 T Q C7 I ~ J ~C ° m 8d DECK tIll o 8 SUNROOM q all 1,'-6 3/4' ON WOOD DECK _ DATE 08/21/2012 _ 5CA-E: 118" = 1'-0° PROPOSED - FLOOR PLAN - - - - - - 15' SIDE YARD 10' SIDE YARD 15- NAME A-3 Q ja DWG NO ZONING CALCULATIONS PROPOSED _ ADDITION * LOT AREA TO TIE LINE = CO. 16,565 SF T LOT AREA TO T/0 Bluff = ca. 14,250 SF = 100.00% EXIST'G BLDG. COVERAGE = ca. 2,022 SF = 14.19% ADDED BLDG. COVERAGE = ca. 820 SF = 5.75% TOTAL BLDG. COVERAGE = ca. 2,842 SF = 19.94% ALLOW. BLDG. COVERAGE based on 14,250 SF R-40: 20% OF LOT AREA = ca. 2,850 SF = 20.00% CAMERA LOCATION FOR PHOTO VIEW p2 EXT'G DECK F- RESIDENCE TO BE RElXOVED PROPOSED ADDITIONS SOUTHOLD, NY l 9 1020 RUCH LANE SURVEY BY JOHN C. EHLERS, P.C. 35 DATE: OCTOBER 25, 2010 ARCHITECT FRANK LL FRONT YARD 123 GENERRAAL AVENUE AVENUE EXT'G DECK TO BE REBUILT P.O.BOX 316 KITCHEN GREENPORT, NY 11944 LEVELLED WITH 1ST FLOOR TEL 631-477 8624 i FOR WHEELCHAIR ACCESS go LIVINGRM1 OWNER ORH 0 j g PATRICIA WALKER PC 1020 RUCH LANE 971 w BR 3 BR 2 ~tiF1- HIM 1111 -67' I/x~Gi CL~ Z PROPOSED ADDITION OaROEN Roo 6'x4' DRYWELL -102' PROPOSED 6'DIA. X 4' DEEP DRYWELL z am~ Z 7.5 WITH GUTTER LEADERS FOR ROOF RUN -OFF~% ~ 108.7 MBR STORAGE ? PROPOSED WOOD DECK 11 -70' 00 PARTIAL CONVERSION TO RESIDENTIAL SPACE BA FINA MAP - //IATL 16' 1201216' 1'-0 SEE DECISION = fl y SCALE: 1/16" =1'-0" SITE PLAN SITEPLAN SCTM# = 1000-52-02-33.1 DWG. NAME ZBA APPLICATION SUFFOLKNCOUNTYY, NOWDYORK owc. No A-1 PROPOSED - ADDITION J a PROPOSED ADDITION RESIDENCE SOUTHOLD, NY PROPOSED CRAWL SPACE EXISTING 1020 RUCH LANE FULL BASEMENT SECTION - SCHEMATIC ARCHITECT FRANK UELLENDAHL 123 CENTRAL AVENUE MUDROOM P.O.BoK 316 GREENPORT, NY 11944 TEL'. 631-477 6624 I ~ j 00 OWNER 00 PATRICK WALKER 1020 RUCH LANE KITCHEN SOUTHOLD, NY 11971 BEDROOM 3 3 914-980-4774 GARAGE PROPOSED ADDITION REF. N E l ij BEDROOM 2 ~I f clearance under beam = 7'-B' F-r- I~ I I $ LIVING ROOM cathedral ceiling t~' • 1 I~ I BEDROOM 1 CLG.HGi: 7-7 0 SUNROOM ZRA F, hL TgAP cLC.HCr: B'-IB' / DATE- 08/29/2012 SCALE: 1/8" = 1'-0' 64SLMfM LN>wwcL a eteP 3 e step AS-BUILT FLOOR PLAN ~9 WOOD DECK m ~ fAl'G. NAME GH EXISTING A-2 FLOOR PLAN e~ DWG. NO PROPOSED I~ ADDITION 67-43/4. 20 '-3 I/Y 4 7 2 PT-I 1/4' 4 2 - ~a 807 BURN M 8070 WIN DOOR • i. RESIDENCE STONE RAMP SOUTHOLD, NY STORAGE q'. 1020 RUCH LANE 00 (UNHEATED) ° BEDROOM 3 y O0 w a I ARCHITECT KITCHEN ° FRANK UELLENDAHL 123 CENTRAL AVENUE O P.O.BOX 316 1 GREENPORT, NY 11944 m! GARDEN ROOM REF, TEL: 631-477 8624 BATH CLOSET CLOSET (CRAWL SPACE) OWNER I x~ PATRICIA 'WALKER 'PI 1020 RUCH LME - SDUI}IOLD, N'! 11971 - BD-4714 UT7t I LIVING ROOM E f cathedral ceiling lI REP ACEMEN' WINDOW', AND DOORS BEDROOM 2 z DECK z a 4 SUNROOM q EXISTING DECK TO BE REMOVED 3 REPtAC~MENi WINKIIr AND DDORS j It'-6 3/4' I S Ili II II I~'N N -ox _WOOD DECK r DATE 08/27/2012 _A LIMA - SCALP 1/6' = 1'-0' ' w L 7SiOR PROPOSED FLOOR PLAN 27-1 1/4' N DWG NAME 15 SIDE YARD 44 10 SIDE YARD s A-3 ®io DWG. NO 5UR1/EY OF PROPERTY N SITUATE: AR5HAMOMAQUE TOWN: SOUTHOLD ~c SUFFOLK COUNTY, NY SURVEY 10-25-2010 5 SUFFOLK GOUNTY TAX # 1000 - 52 - 2 - 33.1 ~-o~~ RUCH d N C RT7M TO: x d\ ,l private OniIlYnSTFRIE R®Il1TIl5r /030,` O („c`o EDBIGU nS 17jJ 1S Qp„E 'load) 90.0o _ 0 6, , , , , / o~ 0 m F M ° 0' ° 3 U o lb, cym .Q 3./ m o 0 O "t ° m 5./•~N < e N O 20.3 N m 0 S II Q ~Q P 6 6 ro p / b 6 / s'S' N V) , / z Qom. I ~ o d Ou~? FRgM o / Uv ~ DECK 5, ~ 6 d l 22 0 0/ / I ~ / ~ 2F Co. OLE 5~ ~~ral l l ~ J o~ l / r rl / / l l REFS ~ ar I ~ ~ / V Cc off, / \ l t"TOp pp Ip,/ry, as i o w NS8021,4Sf,wj4%3o n 253 ~1 0A s NOTE5: [ e pF NEW 0 MONUMENT FOUND A~~ ` w o N c. eh r self o.., o,e E p PIPE FOUND t NUMBERED WETLAND FLA55 5ET BY SURVEYOR U51N6 1 { y a' BAGARU5 A5 THE WETLAND IDENTIFIER o ~,b°o a ELEVATION5 REFERENCE N6VD'2q ~D ZONED R-40 JOHN C. EHLER AND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 GRAP_ HIG 5GALE 120' RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.00ocuments and Settings\Owner\My Documents\My Dropbox\10\10-184.pro GENERAL NOTES DESIGN CRITERIA: m PROPOSED w ADDITION I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. CONSERVATION CODE, AND LOCAL AUTHORITIES. zs WIND SPEED - 120 MPH o 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE u Q 3. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" LARCH STRUCTURAL GRADE 2 OR BETTER. TERMITE - MODERATE TO HEAVY 3 DECAY -SLIGHT N RESIDENCE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES STAIR AND FLOOR OPENINGS POSTS AND PARALLEL j~ PARTITIONS, EXCEPT AS NOTED ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL SOUTHOLD, NY FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 1020 RUCH LANE 6. ALL DIMENSIONS AND GRA E CONDITIONS TO BE VERIFIED BY CONTRACTOR(S PRIOR TO START OF - CONSTRUCTION AND ORDEOF MATERIALS. THIS WINDBORNE ARCHITECT FOUNDATION HAS BEEN D IGNED FOR A SOIL € BEARING CAPACITY QF ~z TSF AND GRADES DEBRIS PROTECTION SCHEDULE 2:1 PWNN UELLENDAHL LESS THAN 5%. CONTRACT R SHALL VERIFY THAT 123 CENTRAL AVENUE CONCRETE NSSABSS TO E BE COMPACTED RENO TH95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS PROPOSED STREET ELEVATION GREENPORT,, .O.BOX 316 RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, ig TEL: 631-477 8624 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED WINDOWS AND DOORS APPROVES NO F L OWNER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE PATRICK WALKER MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. / t' Yu 8. PROVIDE FIRESTOPPING AT ALL LEVEL PLUMBING DATE' 1020 RUCH LANE WINDOW SCHEDULE SOUrHOLO, NY 11971 PENETRATIONS ALL PLUHiSING WI,STE & WATER LINES w D FEE: v 3 914-980-4774 9. PROVIDE FLASHING AT ALL ROOF BREAKS, PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 400 SERIES, TESTING B R °IfvG NOTIFY IUDIN > Yf(~ro~ AZ CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS WHITE EXTERIOR, UNFINISHED ON INSIDE, NO GRILLES, A\ AND DECKS ETC.. 78b-1802 AN1 _ F6 C TN' - N 44 ~S \ GLASS TO BE HIGH PERFORMANCE LOW-E4 GLASS LOW INSP F NS F 0. DO NOT SCALE DRAWINGS. SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS IN TION- ~E(Z~oK I 41. 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- WINDOW/DOOR HARDWARE: ANVERS/ESTATE SERIES, SATIN NICKEL RED CG "o ENGINEER ARE NOT RESPONSIBLE FOR THE WITH FINGER LIFTS, SATIN NICKEL AMINO 11 b INSPECTION SUPERVISION OR ADMINISTRATION OF 1 1 G~ELC4T aY 6~1!~I t THIS CONSTRUCTION PROJECT. FEDERAL, STATE ® - AND LOCAL BUILDING CODE COMPLIANCE SHALL BE THE I N RESPONSIBILITY OF THE CONTRACTOR. Mark Size Description Quantity - FINA NSTRu? ` A F6CUTRI j Jt I 1-T i 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO A W2442 DOUBLE-HUNG WINDOW, MBR, BR3 3 PLUMBER CERTIRCA TION ALLCONSTRUt i'i"ELT7l1F EXISTING STREET ELEVATION - FACILITATE CONSTRUCTION AND SHALL NOT BE B FWG12080-4 GLIDING DOOR, MBR 1 RFOUIREMLNI. H~ "ES OP N y CONSTRUED AS A CONTRACT BETWEEN BUILDER AND C FWH316BAR PATIO DOOR, Kit., MBR, Studio 3 ON LEAD CONTENT BEFORE YORK STATE NC41 HES ;L, ~IHLE FOR OWNER. D FWH3168S STATIONARY PANEL, Studio 1 CL ~n TF OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS ;t e4 pp,, f , pp 3. THIS STRUCTURE HAS BEEN DESIGNED IN E FWG12068-4 GLIDING DOOR, Studio 1 tVV JR c 3 ACCORDANCE WITH THE NEW YORK STATE ENERGY F CW145-P5045-CW145 PICTURE WINDOW, Studio 1 SUL+-. 'ED IN WATER RETAIN STORM WATER RUNOFF I r~ I q,^IC s CONSERVATION CODE. G 045 GLIDING WINDOW, Sunroom 7 StIPPL l T' 1 CANNOT ~ I y L~ v Y r L H FWG8068L GLIDING DOOR, Sunroom 1 PURSUANT -1 D CHAPTER 236 h n 14. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL EXCEED 211uG, 7 LEAD. OF THE TOWN CODE. 1TCERTIFi i, CHANGES PRIOR TO AND DURING CONSTRUCTION. 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE ADDITIONS TO AN EXISTING 3-BEDROOM DWELLING: Q R i tiN! ",7Y DESIGNED AND SPECIFIED BY OTHERS. DRAWING SCHEDULE CONNECT MAIN RESIDENCE TO DETACHED GARAGE 12 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND CONVERT PART OF GARAGE INTO MBR SUITE INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. A-I TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES PROVIDE WHEELCHAIR ACCESSIBILITY FROM MAIN HOUSE TO ALL EXISTING AND PROPOS A-2 SITE PLAN p DATE. 11/13/2012 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-3 SECTION AA, EXISTING 1ST FLOOR PLAN DECKS ELFC r RICjk UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-4 PROPOSED FOUNDATION PLAN SCALE N.T.S. A-5 PROPOSED 1ST FLOOR PLAN : a A-6 SECTION B-B, NORTH ELEVATION TITLE SHEET A-7 LAST AND WEST ELEVATIONS BUILDING PERMIT APPLICATION General Notes A-8 CONNECTORS Criteria A-9 NAILING SCHEDULE -FRAMING NOTES E ~ DWG. NAME n NOVEMBER 13, 2012 A-1 FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 owc No ZONING CALCULATIONS PROPOSED _ ADDITION LOT AREA TO TIE LINE = ca. 16,565 SF 0 LOT AREA TO T/0 Bluff = ca. 14,250 SF = 100.007 EXIST'G BLDG. COVERAGE = ca. 1,930 SF= 13.54% ADDED BLDG. COVERAGE = ca. 899 SF = 6.30% TOTAL BLDG. COVERAGE = ca. 2,829 SF = 19.85% ALLOW. BLDG. COVERAGE based on 14,250 SF Q R-40: 20% OF LOT AREA = ca. 2,850 SF = 20.00% N FOR PHOTO VIEW ~2 ~ 2~CAMERA LOCATIO RESIDENCE EXT'G DECK TO BE REMOVED 102 SF PROPOSED ADDITIONS SOUTHOLD, NY ° - 1020 RUCH LANE o r SURVEY BY JOHN C. EHLERS, P.C. 35 w DATE: OCTOBER 25, 2010 1105 SF o ARCHITECT 0 g FRANK UELLENDAHI FRONT YARD 123 CENTRAL AVENUE EXISTING DECK TO BE P.O.BOZ 316 KITCHEN LEVELLED WITH ST FLOOR GREENPORT, NY 11944 00 LIVNG RM;', FOR WHEELCHAIR ACCESS EL, 631-417 8624 PROPOSED ADDITION - 0 84 3. -4 OWNER 103 SF ENCLOSED TO DECK PORCH t 245 SF r--,) PATRICIA WALKER W OR 3 g z 1020 RUCH LANE W SOUTHOLD, NY 11911 R 2 J 914-980422.4, z CO ~ E I) STONE RAMP DECK ADDITION: 345 SF / it?~~~ U PROPOSED ADDITION RAMP o z`' ~ GAxDEN Roots 1; ~ ~ 360 SF' 102 z PROPOSED 6'DIA. X DEEP DRYWELL WITH GUTTER LEADERS FOR ROOF RUN-OFF 108.7 0 Q MBR 382 SF 90 SF 233 SF PROPOSED 2'X20' WOOD DECK N76 0 0 615 SF_ Q w o E:J rr PARTIAL CAONVERSION TO RESIDENTIAL SPACE DATE: 11/1 SCALE: 1/166' = 1'-0 ° ti SCALE: 1/16° =1'-0° w SITE PLAN SITEPLAN SCTM# = 1000-52-02-33.1 15 DWG. NAME TOWN OF SOUTHOLD A-2 SUFFOLK COUNTY, NEW YORK DWG. NO 20-31/2" ---_-20'-0' .27'-11/4' PROPOSED - m u ADDITION rE ~ J Q 13 qKTCHEN BEDROOM 3 RES IDENCE GARAGE PROPOSED ADDITION SOUTHOLD, NY 1020 RUCH LANE R R O O BEDROOM 2 ARCHITECT FRANK UELLENDAHL clearance under beam = 7'-8" _ m - 123 CENTRAL AVENUE ^ o P.O.BOX 316 III GREENPORT, NY 11944 LIVING ROOM e TEL 631-4n e624 ~s cathedral ceding OWNER BEDROOM 1 's PATRICIA WALKER 1020 RUCH LANE SOUTHOLD, NY 11971 914-980-4774 CONT. RIDGE VENT CLG.HCT: 7-7 D A \ 2X6 RR @ 24"O.C, w/R-30 CLOSE CELL von' ~i~ FOAM INSULATION RIDGE BEAM: 3.5"X11-7/8" LSL SUNROOM 2X6 COLLAR TIES @ 48" O.C. CLGACT: 6'-10" &4SEVENT ENiIUNCE 8 step 'I I' II I I. 1 1I 8" step . III II II I '---ILL--~I I II II I n n 4 1L_ ll_ lL -L__-lL o WOOD DECK = ON FIR OUT EXT G 2X4 WALL 2' ~ FOR R-21 WALL INSU TION m o DATE: 11/13/2012 SCALE: 1/8° = 1'-0° 2X6 F.J. @ 16" O.C. ON SLEEPERS AS-BUILT w/ R-17 RIGID INSULATION FLOOR PLAN 6 mil MEMBRANE ON EXT'G CONCRETE FLOOR SECTION A-A 8 DWG. NAME A-3 CROSS SECTION A-A AS-BUILT FLOOR PLAN DWG. NO SCALE: 1/4 = 1'-0" SCALE: 1/8 = V-0" PROPOSED ADDITION 67'-4 3/4' 2 20'-3 1/2' 20.0' o 17114' (2) 2X8 TRTD GIRDER ANCHORED TO CONC o-- 8 CIA CONC. FTC. MIN. 3'-0" DEEP RAMP VENT 16X8 TYP INSTALL CONC. CURB i ws-0, 3-0' ( ) r- r - - - - - 3 I I ~ III - EXISTING f VENT 16XB (TYP) CRAWL SPACE f T RESIDENCE EXISTING 2"RAT SLAB (+36°) ELT SLAB ON GRADE PREPARE CA. 30'X34" oPENIN w SGUTHOLD, NY FOR ACCESS TO CRAWL SPACE m° EXISTING WELL TO BE h USED FOR IRRIGATION ONLY 1020 RUCH LANE ? HWH ! DWELLING TO BE HOOKED UP B°z1s°, CONC. PILASi~R TO S.C. PUBLIC WATER ~3~ -CO 8,X1 2a X Is° X 12 ? ARCHITECT 1:1:! 2X10 GIRDER r CONCRETE FOOTING (TYP. q q D 'a n -7 - EX FRANK UELLENDAHL Jm LJ EXISTING SEPTIC LINE s 0 8' m 123 CENTRAL AVENUE E Up o P.O.BOX 316 PROPOSED ; o GREENPORT, NY 11944 CRAWL SPACE - TEL: 631-477 8624 9 STAIRS' 12 Risers 9 2X6 T® 'D 6F.JOCnWIeeel7 o RIGID t'g CONC. SLAB _-yQ 2" RAT SLAB ®9.5'ix.25'R OWNER / R INSULATION VENT - - _ - - - - - CMU FOOTING PATRICK WALKER CA. 45" HIGH 1020 RUCH LANE q iii s ! o ¢ SDUTHOLD NY 11971 14-98L-4774 ,oi N ® a~1 _ ~A L i2'-7. s'_. 7 s °jEXT'G 4" STEEL COLUMN x FOUNDATION NOTES 4EXr'G 2X6 D.J ®-2a°O.D - i , STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 Y-6' E)ISTIN G BASEMENT READY MIX CONCRETE. r - 7'-10" ~ m-__- CLG-- ,HGT"----a 11 P ALL NDISTURBED SOIL. ETC SHALL REST ON II II` - TT'D u~ Id_iL I JI A_iL I J 'I @11 °j ~ ---------0 o .i. , U ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. - TRT'D 202 STRINGERS w o i ® -16" O.C. 0122 TRTD D.JI I., 01 012"O.C. ® ' F~81 W CRAWL SPACE FOUNDATION FLOOR: 4" CLEAR WHITE OAK, pickled & finished' 4X4 rRT'D POST ON 10"DIA CONC. FTG I; - ' SUBFLOOR, NAILED AND GLUED o ON4O~RTTRT'D STRINGERS 'DAPOST FOOT ®~2"O.Cr-7, 7 1/2' 8 1/2'FLOOR JOISTS 12° AND i6' O.C. 9 FLOOR INSULATION RIGID PLASTIC FOOTING FORM " TREATED SILL 2X8 iRTb LEDGER BOARD TO HOUSE CONCRETE DUST COAT ON C poi I £121 22- 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL (2) 2210 TRr'D GIRDER NEW 44 iRYD POST g 8" POURED CONCRETE WALL ON 10 DK CONC. FOOTING 1'-4" X 8" POURED CONCRETE FOOTING WITH RIGID PLASTIC FOOTING FORM 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING a 2X8 TRT'D FLUSH OJ F - - II .C. on HANGERS ,;01 r 4XEXISTING, FOOTINGS TO REMAIN : r 5 8'X12" ANCHOR BOLTS ®4'-O° O.C. (2) 2X8 TRTD GIRDER 12'0 ~ FR ASSUMED POSTED ON EXT'G CONCRETE WALL (2) 2X10 TRTD GIRDER 12' 12 X12 X12 ~OST CONC. ON FOOTING 2' RIGID FOAM INSULATION ON EXTERIOR WALL ON BITUMINOUS DAMPPROOFING UP TO GRADE v.LF: SIZE AND MIN. 3'-0' - 1 SILL SEAL o f _ EXISTING POSTS TOOBEGS DATTEEE 1111/13'20102 TERMITE SHIELD PROVIDE MIN, 6'-8" HEADROOM - J EXTENDED CA 18" ABOVE BOTTOM STEP 5'-3 1/2' D 6' 4 6'-3 1/2' T/0 DECKING TO ALIGN WITH FINISHED 1ST FLOOR : a LEGEND Y I PROPOSED o FOUNDATION PLAN EXT'G FOUNDATION WALL NEW FOUNDATION WALL DING. NAME WALL ABOVE FOUNDATION PLAN DWG. NO A-a SCALE: 1/8 = 1'-0" CW145 FOR EGRESS „n-... RESIDENCE r , r iaou. /ii/aria i i i i vuruvrvovvil.~?-- - p % 1 ~briinvriv.iiinviiivv% A ® 3'-0' DEEP LANDING - - - - - - - - - - - - CW145 FOR EGRESS g x - - PROPOSED m I, ADDITION o cc I I I E3 J E3 RE RESIDENCE SOUTNOLD NY 8 1020 RUCH LANE ARCHITECT - - - - - - - - - - - - - - - -~I FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 1 } TEL: 631-477 8624 OWNER PATRICIA WALKER 1020 RUCH LANE 1 L L 1 _ 9.:L SOUTHOLD, NY 11971 914-980-4774 7L - - - - - 1 ; CONT. RIDGE VENT RIDGE BEAM: 3.5"X11-7/8" LVL FXSTNG NORTH ELEVATION 2X10 RR @ 16" C. I ' L ASPHALT SHINGLES ~ f w/ R-30 INSULATION j SCALE: 3/16 ,-NEW ROOF: 2X8 RR @ 16 O.C. w/ R-30 INSULATION SECTION B-B L ~ - PROPOSED C LE: 3/16LEVAT~ 10N S o ~ ® HURRICANE CLIP EACH RAEf~R _3 HEADER: CONT. 3l1.75"X7.25' LVL N U 0 b TOP PLATES o _ qq 3/16 SS CABLE SYSTEM 4 4 MAHAGONY POSTS 2X6 MAHAGONY TOP RAIL ~ RATE 1111312012 _ -f _ - 3 2X10 GIRDER S2LE 3/16' = V-0' CRAWL SPACE , 8X16 CMU PIER EXT'6 & PROP'D 4 o NORTH ELEVATION 1 1 o SECTION B-B 1 " L S DWG. NAME o g A-6 X. - - - - - - - - - - - - - - - - - - - - - 5,-8. PROPOSED m ADDITION 0 I I - - ` % RESIDENCE - - -.L I. I i I I i~l I I it - II i I Ij i I I ~ I I I III ~ ~ ~ I I NY SOUTHOLD 1020 RUCH LANE ARCHITECT PEI- - r,'; FRANK UELLENDAHL - - 123 CENTRAL AVENUE i P.O.ROX 316 - GREENPORT, NY 11944 - - TEL: 631-477 8624 RAMP r OWNER - . ' PATRICIA WALKER 1020 RUCH LANE _ SOUTHOLD, NY 11971 914-980-4774 I I ~ c: PROPOSED WEST ELEVATION % BASEMENT DOOR :v SCALE: 3/16 Eg - - - s § M i DATE: 11/13/2012 SCALE: 3/16' = 1'-0' - . - - x ~ PROPOSED EAST ELEVATION WEST ELEVATION DWG. NAME g A-7 PROPOSED EAST ELEVATON e~ DWG NO SCALE: 3/16 " = 1'-0" i w PROPOSED ADDITION 0 ICE SHIELD UNDERLAYMENT MIN 2'-0° REQUIRED - 24" FROM EDGE HURRICANE CLIP TYPICAL. 53 ALTERNATE POSITION OF H3 SHOWN)CLIP HURRICANE CLIP USE SIMPSON H3 RAFTER TO TOP PLATE RESIDENCE (TOENAILED MREON IN QU D IN EACH RAFTER AN TOP PLATE SOUTHOLD, NV DOUBLE TOP PLATE I Tie --~L ~ C ~ 1020 RUCH LANE SIMPSON H2A HURRICAN HEADEft.- w CLIP NAILED. FROM PROVIDE 8d COMMON RAFTER TO STUD. - NAILS ® 4" O.C. AT ARCHITECT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL FRANK UELLENOAHL 5 - 8d NAILS EACH END SHEATHING. 123 CENTRAL AVENUE o P.O.BOK 316 APA RATED PLYWOOD TO TE GR NY 11944 EXTEND TO TOP OF TOP EL 631- 477 6624 PLATE. Ps OWNER 2 x 6 STUDS 016" O.C. PATRICIA WALKER 1020 RUCH NNE SOUTHOLD, NY 11971 3 914-960-4774 R.O. FOR SLIDER .Y JC ? 2A 4 GARDEN ROOM 1 1/4" WIDE - 20 GAGE ~ METAL STRAP 048" OC. MAXIMUM. y SILL PLATE o 1 1/4" WIDE - 20 GAGE TOP OF FOUNDATION WRAP + NAIL STRAP METAL STRAP ® 48" OC. ( 4 - 4d NAILS ) 5 - 8d NAILS AROUND SILL PLATE AT ANCHOR BOLT tE _ SUBFLOOR 1 .1 /~l o ' NAIL SHEATHING TO SILL PLATE RIM O.AR6 -mm BDAR6 8d NAILS 0 4" O.C. (2) N5 REBARS F R _M 2 x 6 SILL PLATE - - CRAWL SPACE ACQ TREATED. 2" RAT SLAB 5/8" ANCHOR BOLTS ® 48" OC. w/ FENDER WASHER. - DATE: 11/73/2012 SCALE N.T.S. 3 CONNECTORS CRITICAL PATH DWC NAME SECTION ELEVATIONS A_8 DWG, NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE 3.1- WFCM f PROPOSED Joint Description ADDITION Nail Sizes Nail Spacing 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING o DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate (Toe-ll Height: 10 It, Spacing 16" O.C. (Table 3.3A) 4 - Sd per rafter BETTER, dS Ceiling Joist io Top late Zr (Tae-naile n/a per nisi Ceiling Joist to Parallel Ratte(Fa e-noiled) n/a each, lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8' ceiling Joist Lops ov r Partitions Face-milled) n/a each lap MIN. THICKNESS OR AS NOTED. Collar Tie to Rafter Face-nailed) n/a per lie Bcking to Rafter (o~-nailed) 2 - 8d each end Rim Board to Rafter End led) 2 - 16d each end 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3~4" MIN. THICKNESS. ALL EDGES OF WALL FRAMING B9 - PLYWOOD TO B SET ON SOLID BLOCKING. GLUE AND w RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fa" -nailed) 2 - 16d per foot To Plates at ntersection Face-nailed) 4 - 115d joints-,each side 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Stp ud to Stud Face-nailed 2 - 16d 24 o.c. SOUTHOLD, NY WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Header to Header (Face-nailed) 16d 16" o.c. along edges TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A 1020 RUCH LANE MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud f^ 2 - 16d per 26 stud ~Le 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 - 16d per 2x8 stud ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Bondjoist,Endjoist or Blocking (Face-nailed) 2 - 16d er foot FRANK P g LL ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 123 CENTRAL RAL AVENUE AVENUE CIRCULATION IN ROOFS. FLOOR FRAMING M P.O.eax 316 GREENPORT, NY 11944 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or Qirder (Toe-nailed) 4 - 8d per oist TEL: 631-477 8624 stairs etc. ) OR AS NOTED ON DRAWINGS. Bridging to foist (.Toe-nailed) 2 - 8d each, end Blocking to Joist `Toe-node 2 - 8d each end 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block OWNER Ledger PARTITIONS OR AS NOTED ON DRAWINGSStrip to Beom (Face-noiled 3 - 16d each joist . Joist on Ledger to earn (Toe-naied) 3 - 8d per oast PATRICA WALKER Band Joist to Joist End-noiled p 02o RUCs LANE 3 - 16d per oast 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per ~ool SOUTHOLD, NY 11971 WITH RATED GALVANIZED METAL CONNECTORS BY ; s14- ~ "TECO" OR APPROVED EQUAL. ROOF SHEATHING Structural Panels 8d 4" o.c.,,perimeter zone w lJ F Q`,-, other 6 o.c. edges of y 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12" o.c. interior BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel SHALL RECEIVE 5-100 NAILS AT SILL AND PLATE. Diagonal "Board Sheathing " ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1" x 6 or 1 x 8" 2 - 8d per support 1 x 10" or wider 3 - Bd per support ' 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" F A CEILING SHEATHING o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. ~ INTERMEDIATE. Gypsum Wallboard 5d edge / 10" field o J 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING o AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 16" 6d 3" edge / 6" field CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 32" 8d 3" edge / 6 field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7" edge / 10" field CONNECTIONS. Hardboard 8d 6" " edge / 12„ field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Particleboard Panels 8d 6 edge / 12 field Diagonal Board Sheathing o PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL 1: x 6" or 1" x 8° 2 - 8d per support PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1° x 10" or wider 3 - Ed per support HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels DATE 11/13/2012 BEARING POINTS AT A MINIMUM. ATINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1" or less 8d 6" edge / 1~" field SCALE: N.T.S. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than 1" 10d 6° edge / 6 field COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing FRAMING NOTES RECOMMENDATIONS. 1" x 6"°or 1" x 8" 2 - 8d per support Nailing Schedule 1" x 10 or wider 3 - 8d per support 14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS DWG. NAME BY 'FastenMoster' ® 16" O.C. Noiling requirements are based on wall sheathing nailed 6" on-center at the panel ed4qe. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall A 9 be doubled , or alternate connectors , such as shear plates , shad be used to maintain the load Path. E' When wall sheathingg~ is continuous over connected members' I the tabulated number of nails shot be permitted to DWG. NO 16'. 16" _ be reduced to 1 - 1Tid nail per foot.