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HomeMy WebLinkAbout42526-Z � g11FF0�,��IL Town of Southold 10/25/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40002 Date: 10/25/2018 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 30 Osprey Nest Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 35.-6-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/27/2018 pursuant to which Building Permit No. 42526 dated 4/4/2018 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: ALTERED GARAGE INTO LIVING SPACE NEW ATTACHED GARAGE AND REAR COVERED STOOP TO AN EXISTING ONE FAMILY DWELLING The certificate is issued to Fleming T J&H B Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42526 10-22-2018 PLUMBERS CERTIFICATION DATED 41.1, � / 0 rted ure TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy, s o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42526 Date: 4/4/2018 Permission is hereby granted to: Fleming T J & H B Trust 355 Osprey Nest Rd Greenport, NY 11944 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA approval. At premises located at: 30 Osprey Nest Rd, Greenport SCTM # 473889 Sec/Block/Lot# 35.-6-18 Pursuant to application dated 3/27/2018 and approved by the Building Inspector. To expire on 10/4/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $360.00 CO -ADDITION TO DWELLING $50.00 Total: $410.00 B n pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: '�j�' 6�n��,s, 4 0�_A House No. Street Hamlet J Owner or Owners of Property: Suffolk County Tax Map No 1000, Section BlockLot Subdivision rs Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ J Applicant rigmrtWe ho��pF SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o roger.richert(aD-town.Southold.ny.us bou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fleming Address: 30 Osprey Nest Rd City: Greenport St: New York Zip: 11944 Budding Permit#: 42526 Section 35 Block 6 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- Eastern Electrical License No: 5089-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors 1 Main Panel A/C Condenser 2 Single Recpt 1 Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 12 Twist Lock Exit Fixtures TVSS Other Equipment, Notes Inspector Signature: Date: October 22 2018 81-Cert Electrical Compliance Form As Permit # 42526 i elfino Insulation Co., Inc. 317 Burman Blvd,Calverton,NY 11933 JUL - 92018 CERTIFICATE OF INSULATION BUMDING DEM TOWN ONSOUMOLD JOB INFO: Heidtmann&Sons Inc DATE OF INSTALLATION: 06/29/18 355 Osprey Nest Road Greenport,NY 11944 Closed Sloped Ceilings Rim Joist TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM Q CLOSED CELL FOAM 51. R-35 ❑Q CLOSED CELL FOAM 2" R-14 ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE Open Flat Ceilings Attic Layin TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM 0 FIBERGLASS 9.5" R-30 ❑✓ FIBERGLASS 6.25" R-19 ❑ CELLULOSE ❑ CELLULOSE Exterior Walls Interior Garage Walls TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM 0 FIBERGLASS 5.5 R-21 Q FIBERGLASS 5.5 R-21 ❑ CELLULOSE ❑ CELLULOSE FIRE CAULKED TO CODE DATE OF INSTALATION: 06/29/18 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 06/29/18 1 Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE r OE SOU ' # * 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f-A—Iqh fqAmAA'ow 9 06 4)KV1 DATE INSPECTOR J � *Of 50UTyo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 765-1802 INSPECTION : [ ] FOUNDATION 1ST [ ] R GH PLRG. [ FOUNDATION 2ND INSULATION [ ] FRAMING /-STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 02 oyn V � J � DATE INSPECTOR i OF 50UlyOlo # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 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) [ ] CODE !VIOLATION [ ] CAULKING REMARKS: DATE Z-7 INSPECTOR V a0E SOUI * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm, 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ "INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ( 1 4) 61 �SCjI/�!lam" DATE IO INSPECTOR �y� Y SOF SOUTy * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: OKI Ov' DATE 0 INSPECTOR OP SOUIyOIo f * TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION z� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [n ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1 o ' /�; INSPECTOR C Anne Surchin Architect D Dj J U L 1 1 2018 July 11, 2018 WELDING DEPT. Southold Town Building Department Tot 07a;fx.•°MOLD Southold Town Annex Southold, NY 11971 To the Building Department: Re: Fleming Garage Addition 355 Osprey Nest Road Greenport, NY 11944 This letter is to certify my field-observations of both cavity batt insulation and spray foam insulation of the roof, and window and door jambs at 355 Osprey Nest Road, Greenport at the Fleming residence. Based on visible conditions, this work is in accordance with and conforms substantially to the code requirements for the Residential Compliance Path, "Prescriptive U" by component as filed, under the 2015 International Energy Conservation Code for New York State. Sincerely, Anne Surchin, R.A. a Y o 0� Dy yO� F0 t • • • • � COMMENTS FOUNDATION(1ST) 'FOUNDATION (ZND) ROUGH FRAMING& PLUMBING INSULATION P MEL- 8TATE ENERGY .D1 ADDITIONAL COMMENTS �4 i ► * �Ii j I L�� db TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the f611 :wing,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 ��� � Surve Y SoutholdG Town.NorthFork.net PERMIT NO. Check_ Septic Form N.Y.S.D.E.C. Trustees_ �7( D n C.O.Application_ 4X' Flood Permit Examined ,20 Single&Separate MAR V 209$ Storm-Water Assessment Form Contact: pP _jA roved ,20 (111h" "t Mail to Disapproved a/c TOWN SOUTHOLD Phone:_��S Expiratio 2 l DBu in Spector APPLICATION FOR BUILDING PERMIT BUII,D G Date �I , 20 0 TOWN SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Buildin 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 shal I 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 l✓ounty,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,'agen architect, engineer, general contractor, electrician, plumber or builder Name of owner of preirlises'i"yi .," dLt �� n�a i`n '�` `' (As on the tax roll or latedt 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: 1, 13,55 - ��f A-k rNY.�t�1sc House Number t Stre Hamlet County Tax Map No. 1000 Section Block J Lot 2 Subdivision ,Srtike cs ( C 1 �c..v�s f�� ���' Filed Map No. `2 1-� Lot r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancye.,e I i b. Intended use and occupancy Air S i-le ,z-' i 3. Nature of work(check which applicable):New Building Additiony Alteration Repair Removal J!hWrolid r•:;'1 g l Other Work (Description) 4. Estimated Cost Fee t' ti ;irk ,fi f('`T6!be paid on filing this application) 5. If dwelling, number of dwelling units � %mber of dwelling wits on each floor If garage, number of cars I 6. If business, commercial or mixed occupancy, of riature`'xanc�extenf of each type of use. 7. Dimensions of existing structures, if any: Front Rear. I -Depth Height Number of Stories Dimensirsofi s s ru. t;r with alterations or additions: Front Rear 1 a 1 f' Depth H `"' Height Number oNStories &--a 0 b yet% 8. Dimensions of entire new construction: Front Rear C Depth Height Number of Storieswr a 9. Size of lot: Front Rear Depth I 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO a/Will excess fill be removed from premises? YES NO 14. Names of Owner of premisesle--e-r% e Address 24 x 6M' Phone No. Name of Architect An h ir, S-u ru ;n J Address C6, FSdw- f $d l Phone No K"3 l 6 7d 5 -Q44 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) CONNIE D.BUNCH State of Neer York COUNTY OF A N�tary N �SU6165050 i Qualified in&Wolk County commission Expires April 14,2�0 �- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,(Age , Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the saI id 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. I Sworn tq before me this day of AJA 1 20 1-7 Notary Public Signature of Applicant i ; i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 20, 2017 TO: Anne Surchin (Fleming) PO Box 1201 Southold,NY 11971 Please take notice that your application dated July 18, 2017: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 30 Osprey Nest Road, Greenport,NY County Tax Map No. 1000 - Section 35 Block 6 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations on this nonconforming 12,632.4 sq. ft. lot with three front yards in the Residential R-40 District, are not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard and a rear yard setback of 35 feet. The proposed construction has a front yard setback of±17.5 feet and a rear yard setback of±28 feet. Authoriz re 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. i B�QWR *4MEMBERS 0 soy Southold Town!Hall Leslie Kanes Weisman,Chairperson �y, rypl 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Patricia AcamporaOffice Location: Eric Dantes N Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �� 54375 Main Road(at Youngs Avenue) Nicholas PlanamentopI�C�U Southold,NY 111971 i r 17q, http://southoldtownny.gov D ONING BOARD OF APPEALS �. DEC 2 7 2017 TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax (631)765-9064 i T. fLE r.0 IVSD TOWN of SOUTROLD FINDINGS,DELIBERATIONS AND DETERMINATION 2 7 2Y7, MEETING OF DECEMBER 21,2017 e?_4� 10. I ZBA FILE#7110 outhold flown Clerk NAME OF APPLICANT: Fleming TJ and HB Trust PROPERTY LOCATION: 355 Osprey Nest Road,Greenport,NY SCTM No. 1000-35-6,L18 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under considers ion in this application and determines that this review falls under the Type H category of the State's List of Actio s, 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 Planninj issued its reply dated September 11, 2017 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 12,700 square foot parcel located in an R-40 Zoning District. The parcel is bordered on three sides by Osprey Nest Road. The West side of the parcel runs 100 feet along Osprey Nest road,the North side of the parcel runs 127 feet along Osprey Nest Road,the East side of the parcel runs 100 feet along Osprey Nest Road, and the South side of the parcel runs 127 feet. The parcel is improved with a one and one-half story frame house. All is shown on a survey prepared)by John T Metzger,LLS, last revised August 14,2017. BASIS OF APPLICATION: Request for Variance(s)from Sections 280- 124 and the Building Inspector's July 20, 2017 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) less than the code required minimum front yard setback of 35 feet; 2) less than the code required rear yard setback of 35 feet. RELIEF REQUESTED: The applicant requests a variance to construct a 16 ft. by 24 ft. one story one car attached garage that has a front yard setback of 17.5 feet where code requires a 35 foot front yard setback and a rear yard setback of+/-28 feet where code requires a setback of 35 feet. i ADDITIONAL INFORMATION: The property has the benefit of prior ZBA variance dated July 22, !1965, #787 which granted a 22 foot setback from the road,(front yard property line). I I Page 2,December 21,2017 #7110,Fleming SCTM No. 1000-35-6-18 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 7,2017 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 §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The 384 sq. ft. addition will not drastically increase the overall size of the dwelling and will not exceed'allowable lot coverage. The neighborhood consists of single family homes. The applicant is burdened by having three front yards and the proposed location of the garage is in the architectural side yard. A garage is typical in this neighborhood. 2. Town Law §267-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. The applicant has three front yards which limits the code conforming building envelope. Additionally, existing setbacks for the subject dwelling are already less than the minimum code requirements. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 50.5% relief from the code for the front yard variance and 20%relief from the code for the rear yard variance. However,a moderately sized addition is proposed, allowable lot coverage will not be exceeded, and the applicant is burdened by having three front yards. 4. Town Law X267-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. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-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 X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a garage 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 Dantes, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the Architectural drawings prepared by Anne Surchin, Architect, labeled, Fleming Garage Addition, pages 1-6, and dated August 14, 2017, and on a survey prepared by John T. Metzger, LLS, last revised August 14,2017. Any deviation from the survey, site plan 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(s) 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 Page 3,December 21,2017 #7110,Fleming SCTM No. 1000-35-6-18 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Dantes,Planamento,and Acampora. This Resolution was duly adopted(5-0). Leslie Kanes Weisman Chairperson Approved for filing /> / ;x/2017 Scott A.. Russell ,��°S� � STORMWA\'7C']EIK SUPERVISORa ( �T I��1[A\�A\G�]EI��1[]E�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �rj1O Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES ')('lH[IS PROJECT INVOLVE ANY OF THE (FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[IA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El[I B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ I D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[�" E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. *: 1000 Date: 3 5 DiStftyL ( (1 l NAME- I�/(—J r�o Section Block Lot �ss�ai�«, `'�` / FX%k•F FOR RUILDIN(l, DEPARTMENT IASL ONLY " *` Contact Information Crdepho N—F-) Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 g�1FFOlkE. BUILDING DEPARTMENT- Electrical Inspector `. TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger:-rlchert(a7town:s6 thoid:ny.us� APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Ki V e,.c-5 a &ale-,_ Date:`J t,,,tP. Company Name: t' r Name: �S - License No.: - D�Gi email:a -yo1Ke-® ��r�lecfircal . c�vr, ' Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: - Cross Street: Phone No.: Bldg.Permit#: 1 email: I(�cr, 6ha�hi l�®�xll n Tax Map District: 1000 Section: b v Block-6 Lot:: 1 BRIEF DESCRIPTION OF WORK-(Please Print Clearly) hLtJ 0_ I6i�wCircle All That Apply: Is job ready for inspection?: �YE3/ NO, �o:u7gDIn Final Do you need a Temp Certificate?: YES / NO Issued On . temp Information: (All information required) Service Size 1 Ph 3 Ph Size: .A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead #-.Underground Laterals 1 2 H_Frame Pole Work done on Service?_ Y N _ Additional Information: ,PAYMENT DUE WITH APPLICATION ; 82-Request for Inspection Formals 91 i �✓`� SURVEY OF PROPERTY A T GREENPORT r, �✓'' TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 'g 1000-35-06-18 �� ,✓°, s '�,� SCALE.- 1'--20' ��! '/./`' ww• APRIL 26, 2017 (PROP. GARAGE) JULY 31, 2017 (PROP. GARAGE) �'g, /-�►/' `�j� AUGUST 14, 2017 (PROP. GARAGE) Qr 0. , ► a LOT COVERAGE EX 15T I N( �('� EXISTING HOUSE + PORCH • 1914 5Q.FT. V" 1914 / 12700 . 15.1% ��. Bldg Dept copy from ZBA Final reviewed documents ZBA File :Date: ?1/ Date: / / LOT GOVERAC7E AT COMPLETION � OF G0N5TKUG 1 ON L 2298 / 12700 18% RAIN RUNOFF CONTAINMENT PKOP05ED GARAGE • 646 5Q.FT. o� 646 X 1 X 0.17 • 110 GU.FT. _ 110/22.3 • 4.9 V.F. — PIPE `�� ?,oy' •'j�� PROVIDE (1) DRYWELL 6'� X 5' DEEP �7 DRY�� WELL CONNECT TO GARAGE ©'� � ■ = MONUMENT CA\ ,C O WITH GUTTERS + LEADERS c�; r LOT NUMBERS REFER TO �-O 44 "MAP OF SECTION ONE CLEAVES PONT' FILED /N THE SUFFOLK COUNTY CLERK'S OFFICE ` ' ON SEPTEMBER 10, 1957 AS FILE NO. 2752. / IC. NO. 49618 Art .Y. oe— ANY ALTERATION OR ADDITION TO THIS SURVEY/S A NOLATION PECONIC"`S�/RVEYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209-SUBDIWS/ON 2. ALL CER77FlCA77ONS /� (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR 7H/S MAP AND COP/ES THEREOF ONLY IF' AREA-12,700 SQ. FT. P.O. BOX 909 SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR or 0291 ACRES 1230 TRAVELER STREET -j7-025 WHOSE SIGNATURE APPEARS HEREON . . SOUTHOLD, N.Y. 11971 n I`-� UN�XGA�/ATEI7 5X1'E;M IG bAeSMeWT ` l"t>' 9 ON GfZ E I w •' At I I - I I I t�N�X�A�AT� uWe:ACIA,MAIM,P • I '� I I NSW.�5I-;At7 ON GKkO.E ALOVE EX1VT(NG 51.,AE3 ON GRz Ze AVE Z I •- I � i I � I I Z i I l I �., I II rl LS1SPTING FOUNDATION STFIM WAIL I '- I I •�; I NEW FOUNDATION ✓TEM WALL I !1 I I y I NPW G4-tMTINUOU15 8l X 1691 GONGIZETE FOOTING I3EIOW Bldg Dept copy from ZBA Final reviewed documents ZBA File#i) i1 Date: Iao(7 NEW ADDITION - D FLEMING GARAGE ADDITION 355 OSPREY NEST ROAD 5-14--17 GREEN'PORT, NY 11944 01 05 �p ANNE SURCHIN ARCHITECT P_O_ BOX 1201, SOUTHOLD, NY 11971 i ry I pAAGE pt ii--CS' 0 0 N z } t i I i r r BldgDept copy from ZBA • Final reviewed duments �' • �'� ZBA File# 17( c"7 oc Date: ., LISW kDDITION FLEMING GARAGE ADDITION OA 355' OSPREY FEST ROAD S•Ig-•17 GREEN ORT, NY 11944 , 90o5 NES ANNE SURCHIN ARCHITECT P_O_ BOX 1201, SOUTHOLD, NY 11971 W i Z • 3 DoW�I DOWN ul 3 ; ; i � � 1 , ! � , E � Final reviewed documents ; � ! M 4P 5YM6oL. T�•SGtZIPTION i � `I � I ! ` i •, r � i t "New ewwaz Pa* t i ORc - 'FLE I GA G' RAGE ADDITION V NEW A17p1"f ION 355 OSPREY-NEST ROAD 8.14.17 GREENPORT, NY 11944 ROOF Ft---AN - �jq oy OQ 34" I1_�'I Eby P_O_ BOX 1201, SOUT O DT NY 11977 - -- (ATMA-'Ole marl /ATTIC fTEbJa lOf.1 Y � \ V9 Wit: n�_--xr► -TSF. -Tb MEAW ZL w -_ - - -- Wu z __ _ - .__ (AEA, OF T4L&W Z0QeTKUe:T10N� Bldg Dept copy from ZBA fA15T p 1 �\ /AT I CN Final reviewed documents J {�.L 1( ZBA Flle# 7((J Date:►2/ 2,I / o rl � ,I �O n- Ep R ELEMING GARAGE ADDITION -- - --- c��� R0 �F 355 OSPREY @BEST READ S•14.17 ¢�' Q 2 �;A GREENPORT, NY 11944 Nj, e • "'�� Q� ANNE SURCHIN ARCHITECT44-1- N y 005 y0 P_O- BOX '120'1, SOUTHOLD, NY 1'197'1E.IJ - - _ i i I �-T-a `-- -- - ----- -- -- - - - = _ _ - i 1 00, I t Z i MDept copy from ZBA reviewed documents File# 'No :l2/ ZI / ED A FLEM I N G GARAGE ADDITION �a 5pk.Stlgcy���� 355 OSPREY NEST ROAD a•l4•IT F r �I&? GREENPORT, NY 11944 (, >,9 p05 yp� ANNE SURCHIN ARCHITECT Ny P_O_ BOX 1201, SOUTHOLD. NY 11971 C (,�C}21r,� of N�VL IeooF CC}�l�Tt2 U STT DN , - - 12 9� I°x&AZEK FRIEZE BD. WITH AZEK SOLID CROWN. ^ NEW 30 YR. DIMENSIONAL SHINGLES OVER 301b. , BUILDING PAPER ON I"x6"AZEK FASCIA J EXISTING SHEATHING ON -: - WITH 3-j"SPRUNG ALL ROOFS CROWN. z -- - - ==:" }- 3 -ALA5KAN :z _ YELLOW CEDAR - •_• • 5HINGLE5 I 5-1/2" - EXPOSURE" Ll OVER 301b. n BUILDING PAPER ON ALL EFT11- EXTERJOR. _ =- WALLS. I ' �CQZ-FA orW.;W C�r�S1P.�auJ: Norvi ELEVATION Bldg Dept copy from ZBA - SCALE: 1/4"=P-0" Final reviewed documents ZBA Fite# 71(, Date. Z/L / �o FLEM I NG GARAGE ADDITION 355 OSPREY- NEST ROAD 151-1-+•17 0 GREENPORT, NY 11944 ¢ Q , 2 a - ANNE SURCHIN ARCHITECT ' ��A 05 OQ� P_O_ BOX 1201, SOUTHOLD, NY 11971 1 9�F nr . G�J AP, R YED AS NOTED DATE: B.P.# o�S®Zlp ZZ FEE: D® BY: ELECTRICAL "NOTIFY BUILDING DEPARTMENT AT INSPECTI0N REQUIRED 7654802 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED _FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING TRUSS PLACARDING REQUIRED 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR Fire Separation DESIGN OR CONSTRUCTION ERRORS. required as per NYS Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF An exterior lighting installed,replaced or ARD repaired shall conforms S to Chapter 172 DEC of the Town Code OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATir- OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. I-74 I�XGA�/A�T'E� PIX157TNO SAI!ESMEN7" _ 3 �Xt✓TC1�dG ✓gip$�ON-GI7AIpE � ��LLEp- faia� I Masonry Wall Mortar joint Reinforcing Notes- _&ALV, AN c H O K n r_g LD I(®n O,G r 1. Protection of work: During erection,cover top of walls with heavy -AT Y-KnIch-- 3uiicnoNg WHeier_ waterproof sheeting at the end of each day's work. Cover partially completed structures when work is I not in progress 2. Extend cover a minimum of 24" down both sides and hold cover �L T .-,�-1 CAL) securely in place. 3 Do not apply uniform roof loading for at least 12 hours after I building masonry walls or columns; 4. Concrete Masonry Units: Manufacturer's standard units with nominal face dimensions of 8"x 16"x 8"thickness. 1 V fi ^V V i UN�XGAUA I Ci� 5. All concrete block shall be hollow load-bearing as defined by A.S.T.M.C90 9KAI AZOvS + ew rw& e;q 3 ow apAm AtDVE 6. Each course of block (running bond) shall be solidly bedded in TO II P,e" �,C ?n,DO® mortar with vertical joints breaking over the center of the course Y�>;1NFonet� V(Ij� 6x6 ,�lo/ls� below. Units shall be bonded at corners and intersections by an alternate lapping of units, and be anchored to the existing adjacent O I I VP-WEV W S Ar-6H , LFVC 1/611-h `' construction.No cells shall be left open in face surfaces. }- I I lti 8' 7 5•fL T1�6V�t '�1 I5T-I , 7 The top row of load-bearing walls shall be filled and rammed with mortar, SLAE, Trb F-KTSIZ_IOK 0101E t'G. 8. Horizontal joint reinforcing is to be placed typically in joints 16"o c. 1 I vertically and in additional location noted below. WAU _� N PW r-C71.. MPAT OW , 9. Place in first and second bed joints immediately above and below tV vV wall openings.Joint reinforcement at openings should extend not less than 24"past the opening. 3: I _� rH K �1`!PT 1 �/�`1..1.• C011�T1�L d 'f.`��� 10. Joint reinforcement is to be of the single wythe wall"ladder",type Z 1%-KL1J4K1 W& _50N " 8 x 16�� such as"Lox All # 220 Ladder Mesh" as manufactured by Hohmann :S"G�1 °i2 WVP4i T> 1-101-LZ .x'1.0" Walt,or equal' Hauppauge,NY, or"D/A 3200 Ladur" by"Dur-O- _ lh6 AS"r/A ['-9O co WC, M'Iky 11. Joint reinforcement is to be fabricated from zinc -coated cold- 041,r j_ SLFT I1.1 TYt'_ "$', /1 ozrA�,- drawn steel wire and is to consist of(2) deformed longitudinal wires F 46 No.9 gauge or larger,weld connected with smooth No.9 gauge cross I W� TDOL1:f� GU f�lC�`.V' �101~l�i TS. I wires. I f KOV11?%,�-' 1 i3 $,i -A1_ /k1p "rA-- I I 12. Zinc coating is to be hot dipped galvanized and applied at a I 01 N`1' �t;t}1 e,St MAt ONXY 1���� � � S� ISITI NG FOUNiDATI UN 9-ram Wi,L•l. l Weight of not less than 1.5 per square foot of uncoated surface.- 13. Out to out spacing of longitudinal wires is to be 15/8" less than �lJLI I 5LA 6 41VEP* ro /Kl L POLY, V�, the actual width of the masonry units.I I I 14. Cross wires in"ladder" type of horizontal joint reinforcement are N�iW 1 OUWl kTION JTeM WALL, to be spaced @ 16"o.c. �/O FOOT& 3i_4SEL.O d UCAM /V 1}I� I _ 15. Joint reinforcement should be furnished in flat sections 10 to 20 feet in length. 16. Factory prefabricated Corner sections shall be used at all new corners. T771( lit NP camop,6TE �DUT•ING C3EI.oyV ��" a f� �'a 0'1 Schedule of Drawings 019 _ F OF � MW ADDITION 1. Foundation Plans&Masonry Notes 2. First Floor Plan,Door Schedule 3. Roof Plan Floor Plan 4. Building Section F L E M I N G GARAGE ADDITION 5. Misc.Section(s),Details,Nailing Schedule 6. East Elevation _ . South Elevation 8. North Elevation 355 OSPREY NEST ROAD • 8.1'4-•17 8 /4tt : -1,,ptt 9. Building Code Data,General Notes GREENPORT, NY 11944 1�>rV- 3•Z��if3 • 10. Interior Elevations E. Electrical Plan - ANNE SURCHIN ARCHITECT P-O- BOX 1201, SOUTHOLD, NY 11971 , -SAV) jgST!c�:tioCkS T k7I)1 H�,S 30x3"x316"--VL.Tui5e COL, FtZOI�c o,.TD F6-m t7--7— -, 2, NSW WALL - \� ,L1(.14 _ se\ -K1./4ove 5oT-H WIU17om 4 3: 1z�F�►OVi✓l�`W�1.1. - ___ G1�Li-� ISol �6e 1ZEtU5T,�tL (7U 1:�,T EL.EVATIOW - -�--- �1� r-1 . - -x 6$ �(a� $>r1�1Cf1 �� -�i0t�k5H1�-LIP:,tl-1 1�A' 14K-f 1"�/ t L':2 =lvv att.txt; ,DOQ<C ' W1Nn" %H�yLIX �I - I I 'VS FI: T- r:T1=;- I. TH 14Ado3.•T1�U 'SWA00'rH �T�' 1"A" -►I 'e.W4�lU�LS 9�4�ICJ 28x $ 2'•la"X &'-Io '/21z•o. a i t 4LL PP1I I:L� 50L1�17 t�trC1C� �1<L7 MVV, 1?f-N 4L)O 51 MMM AWNIUG (31 A351 U14IT6 MI LLLev W Tf 1TbN�•1_ r! 5j/2 '_- I�-2 16''D,��--- =I yaw;5.01�1A-roICs,ALu 114 LVA 11.1"ra — I hoz �P S�tiH Loexb G�+l A6f, 12�MOVI; *X14T'(- wi I�� 1J GLS VUAL' pain &tags a a trig, a 3. � � ��o 8 3o" W x II-o" H 13Y > .� a N FIZOV117I< 4 x"4- Woov �verz5p-q WVIJ 2.(0.42 , 'Z 8.'/g!'Ci x 7/8" I A AWA I N��LT h0�1514 ►' a `� g' CL�'Dua t pmm, ,roly S, >5 4 -6-L 11-5 15 N = 5-. S1titPSOFI �$ '76b�TbI ,2�'x'jQ, 2' Io" - iu � � 7 � x X`J'•2r/z.,`te.o.',.F�vM nouvl�h .F)� '�// UL-rl 5LOCX Ti:CJ4Wo1-0C,Y;AIK'07 Z ! � , .�1-IAIJ�<r_l�! 1.1 N Ii � � , „ �� _ p1�►,'�k C�z��eDAT� B1rU,��tte1 R�ac�.� WHV' 26,4-Z "MOV1r nWAA PIWINC, M, � I �( 5 ;� _ I - V6 - -'�t�T�(� !� � ' I '1. 514M� ��✓ ,1-f>:/4R..��," ! 2 I`L STI Iv- ca,161"-j (o'ld,� �I I p N tit O X21-FLIE lAUCS EAG" E1APj S,1 ANL�1;1�5>;tJ v0Gt t2tl~5 , GN(25 ,r 6TAr10144ci• 'UW IT W/4 1-ITe47 ,3/4 A. AATCN �,�ALU 1;STI.i�! STUD>a t:x 1 ST'G OU 11-r 1'L 4' -1 (21 Y�G1✓ NOTr_5 . — ----- --- -- ----- -- FXI O I v r t'le't ct N lZot` comm j q ! 6-TU12h , � a� >�tJ �F� TO -1 t�','t'• �.L O 'i tel • �: 11LTPA-VL � 1 IT - 1-D 3/4 " i-- - uN1,r w 6TavAAc E u4s � 5 � �u um, a' . 0 4, o ' 12' Io " (AL1&N lar,. , W1gt26 AwvF- NEW ADD I T1014 W FLEMING GARAGE ADDITION PLA Q °a I/4,� = P-�„ Y 355 OSPREY NEST ROAD 5.14.17 GREENPORT, NY 11944 KEV019 FO ANNE SURCHIN ARCHITECT P.O. BOX 1201, SOUTHOLD. NY 11971 CAULZp DOWN IA."R 7 :z 1 P N: New ei4lwst-e ROOF,- C) A FLEMING GARAGE ADDITION NEW PVPI'TION 355 OSPREY NEST ROAD ROOF FL-, 9TF 019 G I REENPORT, NY 11944 ANNE SURCHIN ARCHITECT P-0- BOX 1201, SOUTHOLD, NY 11971 i FILL RAFTER CAVITY WITH OPEN CELL BLOWN-IN INSULATION(R-41). i 2"RIGID,POLYSTYRENE INSULATION BOARDS INSTALLED PERPENDICULARTO RAFTERS(R-10), WITH TOTAL INSULATION VALUE FOR ROOF ASSEMBLY =R-51. ' CALI.EI? RIDGE TENSION STRAP @ T/O EACH RAFTER&ACROSS RIDGE. PROVIDE 1 LAYER SELF-ADHEREING'WEATH ERWATCH'UNDERLAYMENT BY GAF EXTEND'G FROM EDGE OF EAVE TO 2'-0" INSIDE EXTERIOR WALL LINE. REMAINDER OF ROOF UNDERLAYMENT TO BE 15'LB. ASPHALT BUILDING PAPER LAPPED 2". FASTEN AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS,ALONG OVERLAP NOT MORE THAN 36 O.C.MAX. ; ROOFING SHINGLES TO MATCH EXISTING COLOR AND EXPOSURE, NAIL WITH HOT DIPPED GALV. STL -FOR EXISTING WOOD FRAME EXTERIOR WALLS: _ NAILS (AMERICAN OR CANADIAN MANUFACTURER ONLY) WITH MIN. 3/8" 0 HEAD TO EXTEND 1/8" SPRAY CLOSED-CELL,BLOWN-IN FOAM INSUL.INTO 3-112" ` THROUGH ROOF DECK, USE (6) 12 GA. SHANKS PER SHINGLE. OVERHANG SHINGLES 1" BEYOND CAVITY.FIR OUT WALLS WITH 2X3'5 ON INTERIOR SIDE FOR WIRING. 7 FASCIA. q@ eTAK.'tr_1C COL1I�51r, 12 IZ ) ,. ROOF DECK FROM 1/2"COX PLYWOOD _ _ 5± k -- " BEARING RIDGE FROM 3'/z" X 14"PARALLAM.,- PROVIDE`SIMPSON'MTS 20 TWIST STRAPS -RAFTERTO PLATE TO STUD --- / Hnle_12)1�/4 k9%" Lws M LEADERS&GUTTERS TO MATCH EXI5TIIJG. V• —oU_W_W! e�N r-LVi U_l'�'_ _ • - - 6/4" MIN. AZEK APRONS, CASINGS & F WZE �� ILIL 1 RtcMovt �'n'��- (�D0. ��"` - --HEAD CAP, 1/z" DRIP TO MATCH 'EXIST'G., TYP. p,/o GAIL•(, 1T5,-' 6'. " FK, -� THROUGHOUT. - --= 2 x 10 GIFIL.[, J75 dD Ib"OL, - I _ / f WHITE CEDAR SHINGLES,EXPOSURE AND COLOR N TO MATCH EXISTING. - { 3"x 3"x 9/64"'SIMPSON'BEARING j _ PLATE,-LBPS 5/8"@ EACH BOLT j NEW WOOD FRAME EXTERIOR WALLS: INSTALL .• ._ , � �f kLL l3ASE$Opt�n��, 15 LB. ASPHALT BLDG. PAPER OVER 1/2" CDX W7111G Tb A&TCH UwTt. PLYWD.SHEATH'G.OVER 2 X 4 DOUG FIR STUDS 5/8"TYPE`X'FIRECODE @ 16"O.C. — GYPSUM WALL BOARD. /- t /, o d ;MCA TREATED SILL -PLATE OVER ALUMINUMttTZ�vpz ►/2�� "�'a TDP OF 5u13�L , TERMITE SHIELD. / — - �t2t~�1=or�t� Jul DAMP-PROOFING —� FILL TOP C.M.U.COURSE SOLID. '�'`� • Rey FIN.OAK STRIP FLOOWG TO MATCH AND ALIGN W/EXI5T'G.INSTALLa y� n 5/8" ANCHOR BOLTS @ 48" O.C. MAX PROVIDE INSTALL 6 MIL POLYETHELINE V.B.UNDER SLAB. _ _ OVER 15 L13 FELT PAPER OVER 3/4'="ADVANTECH'PLYWD.SUBFL., - MIN. 2 BOLTS PER SILL STARTING 6" TO 12"- _ SCREWED&GLUEI}TOTAPER-RIPPED 2X SLEEPERS OVER 6-MIL * " WITHIN END OF EACH SILL PLATE. EMBED 15" POLY V.B.ON TOP OF EXISTING SLAB.SPRAY OPEN-CELL (p b '•'t '4 d � -MIN.&GROUT SOLID INTO VOID. - - Q' ' -...,.,3'/z"P.C.SLAB ON GRADE REINFORCED W/ 6X 6 BLOWN-IN INSUL.IN FLOOR CAVITY,(R-20). �A X19 5 y0 Xj,0/10 WELDED WIRE MESH, STEEL TROWEL F0F , FINISH,fc > 3000 P.S.I. PITCH FLOOR 1/8"PER FT.FROM SUNROOM DOWN TO GARAGE DOOR. TYP.FOOT'G-8"X 16" POUED CONC.WITH(2) REINFORCING BARS,LAP-SPLICED 16"MIN. D 3" pp�� C q MING.--GA RAGE ADDITION- REST MIN COVER: ALL FTG'S ARE TO BE FORMED & �UILLlING SGCTION — �C1� ON UNDISTURBED SOIL. ® -- �, - 355 OSPREY NEST ROAD 3,29, IS 114"= 1'-O" GREENPORT, NY 11944 ' ANNE SURCHIN ARCHITECT P_O BOX 1201, SOUTHOLD, NY 11971 Nailing Schedule • 130 M.P.H. Wind Zone within 1 mile of water Joining Elements Method Nail Type Nail Spacing & Number --- Roof Framing _ Walls High Wind Ties, Straps and Anchors Roof rafter to top plate toe-nail 3-8d per rafter Header over jack stud at non-impact face-nail 16-10d per strap Roof rafters to ridge,valley, toe-nail 4-16d glass windows&at header to double or hip rafters face-nail 3-16d jack stud @ impact resistant windows Ceiling joist to top plate toe-nail 3-8d per joist 'Simpson#LSTA21" (Note: With ceiling joists installed parallel to rafters,the stint of the toenails in the rafter and ceiling joist shall be.a minimum of 3.) (1 required @ each end) Ceiling joist parallel to rafter face-nail 3-16d each overlap14-10d per strap Blocking between rafters toe-nail to top plate 3-8d Jack stud to rim joist @ all windows face-nail Blocking between rafters toe-nail to rafter 2-8d each end "Simpson#LSTA18" Collar tie to rafter face-nail 4-8d through overlap16-lOd 16"o.c. Rim board or subfascia to rafter end-nail 2-16d each end Stud to sill to rim joist to sill plate face-nail Roof High Wind Clips and Straps "Simpson#LFTA 5/8"mudsill anchor bolt embedded 15" 6"-12"within end of Ridge tension strap to top face-nail 6-8d per rafter each plate,6'-0"o.c.max of rafters - Corner Holddowns(@sidewalls) screwed 14-1/4'x 2 IN'SDS per holddown Roof with ceiling joist and face-nail to rafter 6-10d per rafter "Simpson#HDU5-SDS2.5 embedded 1/4" 5/8"diameter rod per holddown rafter connection: "Simpson face-nail to double top plate 6-10d per rafter starting 6"-12"within H10-2"hurricane ties(regttired @ 3"x 3"bearing plate screwed down with nut end of plate,1 per bolt each rafter) "Simpson LBPS 5/8 Girder/Truss connection to 1-5/8"ATR(All-thread rod) 1-14-SDS 1/4x 3 per truss Wall Sheathing double wood top plate"Simpson 1-5/8"ATR(All-thread rod) 22-10d (for MGT) per truss fasteners#MGT/PHD5-SDS3 and header and stud At all locations 8d 6" o.c.at plywd.edges Roof Sheathing 12" o.c.in plywd.field Floor Framing At roof rake&plywood sheets 8d 4"o.c. above rake and lookout rafters Blocking to joist toe-nail 2-8d each end Within 4'perimeter edge zone at edge of sheathing 8d 6"o.c. Floor Sheathing (Within 4'of the perimeter edge of the in field of sheathing 8d 6"o.c. roof,including 4'on all sides of the roof 8d 6"edge/12"field peak,eave and gable edges except at roof At all locations rake and lookout rafters.) Within the interior zone of at edge of sheathing 8d 6"o.c. Ceiling Sheathing the roof(More than 4'away from the in field of sheathing 8d 12"o.c. roof edges and peak.) Gypsum wallboard 5d coolers 7"edge/10"field Roof Covering Fiberglass/Asphalt strip roof shingles 6-12 gauge shanks per shingle (Hot-dipped,galvanized steel nails with a minimum 3/8"diameter head,nail to extend min.118"through roof deck,ASTM F 1167,of U.S.A.or Canadian mfg.) Wall Framing Upper top plate to lower plate face-nail 2-16d per foot Top plates at intersections face-nail 4-16d joints-each side �Rcy Stud to stud face-nail 2-16d 24"o.c. Built-up header,piece-to-piece face-nail 16d 16"o.c.along perimeter �0 F L E 1111 I N G GARAGE ADDITION Continuous header to stud toe-nail 4-8d e n ' "AL2 Top or bottom plate to stud end-nail 3-16d per 2 x 6 stud Stud to sole plate toe-nail 4-8d ' 355 OSPREY NEST ROAD 3�'L9•lt� Bottom plate to floor joist,rim joist, face-nail 2-16der foot �^�-�+ end joist or blocking p NO'9 CS5 �CQ� GREENPORT, NY 11944 OF Endwall corner studs(Shearwall) face-nail 2-16d 6" o.c. V Shearwall plywood panel face-nail 8d Y 3" o.c.@ perimeter edge ANNE S U R C H I N ARCHITECT P_O BOX 1201 , SOUTHOLD, NY 11 971 `-Y i - (AP_!�,& ®r- r,001r/ATT14 ze_TgUoap10 ' - f To gul v U✓ --- --- ��. O - - -LIMP-- OF E4eoT 6 t2oap t3EYo►JV r' Z - - - - - - :T/o 5u i" W4,ML16TION) _fA'bT nL V T I01\1 P 0 FLEM I NG GARAGE ADDITION e 355 OSPREY NEST R�'AD 8.14. 17 ;> GREENPORT, NY 11944 ,Ev . 3.24 IAk .9 019 TF OF NO ,t- ` ANNE SURCHIN ARCHITECT P-O- BOX 1201, SOUTHOLD, NY 11971 i - j ,I ; ; \\ �'T�p X1.45 K tAl�• --. TO IL d I Nil S a - -- -- -- - —------ - _ - -- Z¢'- O " t -- - - (��r-A or tJ�w Coll',"-rte+uc7 joN op THL `� T1 FLEMING GARAGE ADDITION k A ' •,�b,'L CI ^"; J 355 OSPREY NEST ROAD 5.14-17 b� „•ti� GREENPORT, NY 11944 '�,gV,- 32� �8 NST 0 1 9FEW ANNE SURCHIN ARCHITECT P_O_ BOX 1209, SOUTHOLD, NY 11971 241-�" - ,- ._ .. - . •_ - - - - - ' 12 -- - 1"x8"AZEK FRIEZE BD. WITH AZEK SOLID CROWN. NEW 30 YR. DIMEN51ONAL 72 SHINGLES OVER 151,b. - _ - --_ BUILDING PAPER I"x6"AZEK FASCIA WITH 3-2 SPRUNG �J -----_ ` --- - -- : CROWN. =`NEW11 - - = - tCLEAR;;-f: AL 'YELLOW'CED SHINGLE-5. 5-1/2" - - OVER 15 Ib. BUILDING ILI PAPER ON ALL \ EXTERIOR _ - '` r' • f _ _ _ WALLS. 1- I - 7 -,� - (0,/, - NOKTN . ELEVATION SCALE: 1/4"=P-0" ' c0 FLEM I NG GARAGE ADDITION 4x 355 OSPREY NEST ROAD S•14-•17 GREENPORT, NY 11944 Kr-v - 312:+•1$ ANNE SURCHIN ARCHITECT - -- -- P-O- BOX 1 201 , SOUTHOLD, NY 11 971 GENERAL NOTES Fleming Residence Renovation/Addition - Code Analysis 1. Prior to submitting a Proposal, Builder shall visit the site and carefully examine the existing premises 130 M.P.H. Wind Zone within the Wind-Borne Debris Region-Prescriptive Design and work to be altered and demolished, and shall familiarize themselves with existing conditions and the nature and scope of the work and difficulties that attend its execution. Submission of a Proposal will be Reference Standards for 130 m.p.h.wind zone design: construed as evidence that such an examination has been made, and later claims for labor, materials or equipment required, or for difficulties encountered, which could have been foreseen had such an American Forest and Paper Association(AF&PA), Wood Frame Construction Manual(WFCM)for One and Two- examination been made,will not be recognized. Family Dwellings-latest edition ----- -- - 2. The property will be used at times during the entire period of construction. The Contractor will cooperate with the Owner to minimize conflict,protect persons and grounds. American Society of Civil Engineers,Minimum Design Loads for Buildings and Other Structures 3. The Contractor shall assume full responsibility for the protection and safekeeping of products and (ASCE 7-16) equipment to be used for this construction contract while stored on the Project premises. 4. The Contractor shall be familiar with and responsible for adherence to governing regulations of authorities having jurisdiction. Structural Design Loads: Floor live load 40 psf 5. All construction shall conform to the Energy Conservation Construction Code of New York State (Prescriptive design to code) Roof dead load 15 psf effective October 3,2016. Floor dead load-slab on grade 6. All construction shall conform to the 2015 International Residential Code (IRC) for New York State, Ground snow load 45 psf based on the ICC International Code, as published by the International Code Council, effective October 1, Exposure: C 2016. Seismic Zone: B 7. The Contractor is to provide and maintain constant control of dust, debris and lead containment for Climate Zone 4 renovation, repair and painting during all operations, including the provision of temporary interior and exterior protection barriers to safeguard building occupants, pedestrians, adjacent automobile parking, Weathering: Severe building equipment,and existing and new appliances. Ground Snow Load: 20 8. The Contractor shall keep the construction site as clean as possible and remove demolition and Frost Depth: 36" construction debris from the site at the end of each day and legally dispose of it. Consult with owner for Termite: M-H location of dumpster. Decay S-M 9. The Contractor shall restore to satisfactory condition all new and existing construction work and other Design Temperature: 11 improvements that are damaged as a result of contract operations. Ice Shield Underlayment: Yes 10. Do not scale the drawings;written dimensions supersede scaled dimensions. 11. The Contractor shall verify dimensions on the drawings, measurements at the site, and be responsible for their correctness.No extra charges or compensation will be allowed on account of differences between Square Footage of Addition actual field dimensions and those indicated on the drawings. Any differences found shall be reported to the New first floor enclosed garage 385.8 S.F. Architect at once, in sufficient time for the Architect's consideration and direction before the Contractor proceeds with the work involved. 12. If any discrepancy or conflict should appear in the drawings, the Contractor shall, before proceeding Energy Conservation Construction Code of NV w York State - 2016 with the work in question,notify the Architect and request an interpretation. In no case shall the Contractor Building Thermal Envelope Compliance, Prescriptive as per Section 402 (Table 8402.1.2) proceed with the affected work until advised by the Architect. g p p p 13. Unless specifically called out as"existing",all noted materials are new. 14. The word"provide"means to supply and install. Suffolk County - Climate Zone 4 15. The Contractor shall provide and be responsible for any and all safeguards required by any law, Table 402.1.1-Insulation and fenestration requirements by Component ordinance,permit,insurance requirements,and Architect's admonition,or that conditions and contingencies require at the project site,including,but not limited to,protection of openings cut in walls and floors,for the Re faired Provided positive prevention of accident to the public, or to the workmen, or damage or injury to public or private property. 01100,0, 16. The General Contractor and Subcontractors shall be licensed and insured, as required by authorities F estration U-Factor.35 Max -Factor.31 having jurisdiction,to perform the work of this Project. HGC 0.40 7 17. The Building Construction Work Permit will be paid for by the Owner and will be obtained by the Ceiling R-value-R-49 minimum -51 Owner's Representative. All other permits required by authorities having jurisdiction, such as permits for Wall R-20 minimum R-25 specific trades, are to be filed for, paid for, and obtained by the Contractor. Scheduling and obtaining Floor R-19 minimum R-20 required inspections from authorities having jurisdiction is the responsibility of the Contractor. The Contractor shall file for, pay for, and obtain the Certificate of Occupancy from the local Building Department. The design conforms substantially with co requirements and is in accordance with U and R values set 18. The Contractor shall supervise and direct the demolition and construction Work, using his best skill forth in the Energy Conservation Const tion Code. and attention. The Contractor is solely responsible for all demolition and construction means, methods, techniques,sequences and procedures, and for coordinating all portions of the demolition and construction ' Work under the Contract. Safety provisions of applicable Federal (OSHA), EPA, State, Local Laws, Construction Codes,and sound construction Practice shall be observed and maintained by the Contractor at all times. In the event of a discrepancy between the various standards of safety required,the most stringent provision shall be considered to be applicable in any given situation. Contractor is responsible for accurate fit of all construction including owner-supplied materials. 19. Architect is not responsible for floor finishes chosen by others. 20. Finished grading to code around new construction shall slope away from house and blend into existing. 21.` Concrete shall be air-entrained normal weight concrete, have a 28-day compressive strength of 3000 P.S.I.,w/max.slump of 5",conforming to A.C.I.301,latest addition. E 22. All dimensional lumber to be Doug. Fir,structural grade, 2 or better with the following minimum SS Cy�� L E 1!i 1 I 1 V G GARAGE ADDITION specifications;Fb(fiber stress)=825 psi,Fv(vertical shear)=95 psi psi,E(modulus of elasticity)=1,600,000psi. "� �.. C F 23. All flush framed conditions to be securely teco-ed. 4,1 n Ay2 O� 24. Heating&cooling floor vent panels to match flooring as flush wooden slat vents. 25. All interior trim,casings,etc.,to match existing as per Owner's directive. . ; _ '355 OSPREY NEST ROAD 3-211-16 .26. General contractor is responsible for coordination for all trades. ,t G R E E N P O R T, NY 11944 27. Contractor to repair at his/her own cost any area damaged(site,bldg.,utility)by construction. 28. Where new construction meets existing,blend the intersection so that no seam or joint is visible. -92� 019 y0 29. All products,materials,etc.,to be installed as per manufacturer's recommendations. F ANNE S U R CH I N ARCHITECT P_O BOX 1201, SOUTHOLD, NY 11971 C It V V Ns�T I� • I i -ry Electrical Notes: !-�\ i I�,r i \ \ i 1. The contractor shall provide all labor,equip.& \ materials and perform all operations as shown on drawings. 2. The installation shall be in accordance with the National Electric Code,Residential Code of NY State, TD S7'O1V�ll; I all NFPA regulations,and municipal ordinances. ISFA&t ABGV_1- I 3. The contractor shall obtain and pay for any permits required for the installation of the specified work. I ' 4. All electrical equipment shall be U.L.approved. i I C I I I 5. Contractor shall furnish fire Underwriter's I I I i inspection certificate. I I \\ 6. Recessed ceiling cans to be Halo with white trim kit. J I ' 7. Smoke detectors-provide photoelectric, interconnected,non-ionization type. 8. All switches to be Lutron or architect approved equal.Style and color of receptacles and switch plates to be selected by Owner. 9. Provide pricing for whole house surge protector at / I I panel box. I 10. Combination smoke and carbon monoxide detectors are permitted if UL listed for such use. ` 11. Both smoke and carbon monoxide detectors to have AIL- -- - ' --- —'- power interruption battery back''-`up. 12. LED nightlight receptacle plates by Snap Power (white). \ _Legend: Duplex Receptacle W.P, \\ I ® Duplex Floor Receptacle ! G.F.I.Receptacle ���lE ARcy _ 7p Weatherproof Duplex Receptacle �����P A�'y Switch t . 7 Lt,w 3-Way Switch Dimmer Switch Cable TV Jack I p I /S I Recessed Light Fixture I AL LA I J ; L I Wall Mounted Light Fixture(type selected by owned "P Surface Mounted Light Fixture I F L E M i N G GARAGE ADDITION Thermostat 355 OSPREY NEST ROAD 3'2-4'�8 �LQ1 'Carbon�.Monoxide Detector ` GREENPORT, NY 11944 i S GMV, ;Combined Smoke and Carbon Monoxide Detector — 1 I ANNE SURCHIN ARCHITECT 1 P.O BOX 1201, SOUTHOLD, NY 11971 J