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HomeMy WebLinkAbout39788-Z �4\pg��FUl,fc�G� Town of Southold 2/8/2017 P.O.Box 1179 nom, 53095 Main Rd o4,1 �a4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38820 Date: 2/8/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3145 Manhanset Ave, Greenport SCTM#: 473889 Sec/Block/Lot: 43.-1-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/20/2015 pursuant to which Building Permit No. 39788 dated 5/20/2015 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: ONE FAMILY DWELLING WITH ATTACHED TWO-CAR GARAGE,FRONT COVERED PORCH,AND UNFINISHED BASEMENT PER ZBA DECISION#6615, DATED 04-18-2013, AS APPLIED FOR The certificate is issued to Spurge Nancy M QPRT&Spurge Thomas G of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0019 12-29-2016 ELECTRICAL CERTIFICATE NO. 39788 03-24-2014 PLUMBERS CERTIFICATION DATED 05-11-2015 John Toritto A t r ed Signature �$o,pUFFat'�c�y Town of Southold 2/8/2017 0 "A P.O.Box 1179 o 53095 Main Rd dfjQl �a�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38821 Date: 2/8/2017 THIS CERTIFIES that the building ACCESSORY Location of Property: 3145 Manhanset Ave, Greenport SCTM#: 473889 Sec/Block/Lot: 43.-1-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated �I 5/20/2015 pursuant to which Building Permit No. 39788 dated 5/20/2015 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: ACCESSORY DECK AS APPLIED FOR I I i The certificate is issued to Spurge Nancy M QPRT&Spurge Thomas G of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED u o0 ed Signature TOWN OF SOUTHOLD ��o goy BUILDING DEPARTMENT CA s TOWN CLERK'S OFFICE 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#: 39788 Date: 5/20/2015 Permission is hereby granted to: Spurge Nancy M APRT & Spurge Thomas G APRT 300 W 23rd St Apt 12D New York, NY 10011 To: demolition of an existing single family dwelling and construction of a new single family dwelling as applied for per ZBA#6615. Replaces BP 38066. At premises located at: 3145 Manhanset Ave, Greenport SCTM # 473889 Sec/Block/Lot# 43.-1-7 Pursuant to application dated 5/20/2015 and approved by the Building Inspector. To expire on 11/18/2016. Fees: PERMIT RENEWAL $833.20 Total: $833.20 wilding In pec o�SUL/rCo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38066 3 9 '7 �-Q Date: 5/31/2013 Permission is hereby granted to: Spurge, Nancy & Spurge, Thomas PO BOX 1260 Smithtown, NY 117870894 To: Demolition of an existing single family dwelling and the construction of a new single family dwelling as applied for per ZBA#6615 At premises located at: 3145 Manhanset Ave, Greenport SCTM # 473889 Sec/Block/Lot# 43.-1-7 Pursuant to application dated 5/16/2013 and approved by the Building Inspector. To expire on 11/30/2014. Fees: DEMOLITION $359.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,666.40 CO -NEW DWELLING $50.00 Total: $2,075.60 Buildin *pF SO!/ry®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • roper.riche rKa7town.soLitho Id.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Spurge Address: 3145 Manhanset nyeCity: Greenport St: NY Zip: 11944 Budding Permit#: b 0j')gg -38966-Section. 43 Block: 1 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: KC Anderson Elec Cont In(License No: 4722-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 47 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 13 Smoke Detectors 2 Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures 56 CO Detectors Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches 63 Twist Lock Exit Fixtures TVSS Ll Other Equipment: 200a underground service, 3-combination smoke/co detectors, 5-exhaust fans, 4-paddle fans,80ft lighting track, 13 ARC fault circuit breakers,20KW standby generator with 200a transfer svmtch Notes: Inspector Signature: Date: March 24 2014 81-Cert Electrical Compliance Form.xls CERTIFICATION Date: Building Permit No. Owner: �i2tlcq `-e— (Pte-ase print) Plumber: h ►t / ®nJ �ty (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Pl bars Signature) Sworn to before me this � day of 20 Notary Public, ���`'� County CATHERINE CHAUDHURI Notary Public,The State of New York No.OICH4926005 Qualified in Suffolk County -JYty CommWon Expires Jane 26,2018 �o Comm, 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 a , - OF SOUI�OIo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 SPECTION [ ] UNDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL FINAL) REMARKS: P A , DATE INSPECTOR f -39 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION P' I FO DATION 1ST ROUGH PLBG. UNDATI 2ND INSULATION FRAMIN TRAPPING FINAL FIREPLACE a NEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICP� (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 2 V/ SOUI�olo 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. s [ ] OUNDATION 2 [ ] INSULATION [ FRAMING / TRAPPIN [ ] FINAL [ ] FIREPLAC NE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 17 tJ DATE �" INSPECTOR OF SOUlyolo ��OOUM'4 0c`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLSG. [ ] n ON 2ND [ ] INSULATION [ STRAPPING [ ] FINAL E & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS0�ff: p DATE INSPECTOR::�:�" - _- - qf SOUj�°� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL- BG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE q [13fls INSPECTOR 3 ��/ �� ��Of SOUIyo �ycourm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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 711-77 INSPECTORS/ ---------- -- —� aoF souls courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTI N [ ] FOUNDATION 1ST [ ] UGH PLSG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: rzj l � DATE �'� INSPECTOR pf SOl/ryol cOUNIY,� TOWN OF SOUTHOLD BUILDING" DEPT. 765-1802 INSPECTION - , [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] 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 INSPECTOR hO�aOF SOUTyolo coufm,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LEG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: Co r • L (�rVKNb Ohf DATE 10 (14( Ito INSPECTOR �pFso TOWN OF SOUTHOLD BUILDING DEPT. 765.1502 _--1 N S P ECT I O [ ] FOUNDATION 1ST [ ] ROU PLEIG. ( ] FOUNDATION 2ND [ ] I ULATION -- —[]-FRAMING TSTFFAPPING- [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1l • ,D /V o & DATE I INSPECTOR i OF SOUTyo cou TOWN OF SOUTHOLD BUILD114G DE 76S-1802 INSPECTION Tx---e� [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING- FOUNDATION 2ND [ ] 1 LATION L� [ ] FRAMING /STRAPPING [ FINAL A- 4- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTI - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ��� 1 4 Robert I. Brown Architect, P.C. with Fairweather Design Associates 205 Bay Avenue,Greenport,NY 11944 fbdaine@optonline.net 631-477-9752 July 10, 2013 Town of Southold Building Department Southold,NY 11971 �n Re: Spurge Residence. E C E V 3145 Manhanset Ave. Greenport,NY 11944 JUL 11 2013 B.P.#Z38066 BLDG DEPT TOWN OF SOUTHOLD To whom it may concern, This letter is to confirm that based on my observations at the above referenced project and documentation provided by the Owner, and to the best of my knowledge, belief and professional judgment,the footings and foundations,including reinforcing bars, have been built in accordance with the plans and the Building Code of New York State. If you have any questions, or require additional information,please feel free to contact me. Thank you for your attention to this matter Sincerely, ���6D AR�jy�T Robert Brown, A.I.A. -° 6 F NES 1: 13 1 • • l :Lz7S::a90. • 1 1: - PLUMBING LI�LAI►i� --�',_ • 1211, 1 'AM WIN�-AWIZ-Wlfflw �■■ir51- - _ �!'L.�� �� �'�: _._1 � • f I• ' in. ��` MUL ATION PER N.Y. STATE ENERGY CODE - / P.M. - F12VIAIre �7 m m T"' / ADDITIONLAL COMMENTS MAMAJU NO Loll, i EM' / V ,i 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 06 Planning Board approval FAX: (631) 765-9502Suryey SoutholdTown.NorthFork.net PERMIT NO.c5a0662— Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 M 1 Flood Permit , Storm-Water Assessment Form Q /r Contact: Approved l ,20 MAY lt,7 2013 atr Disapproved a/c ' BLDG DE - Phone: WN OF SOLIT L Expiration j� 20 TO Bui ing nspector APPLICATION FOR BUILDING PERMIT Date ";6, 20A5 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" plication 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. Evey 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 monihs 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. T (Signatur f applicant or name,if a corporation) ( iling address pplicant) !/ State whether appy t is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As n 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 willVb done: n �3 5 SST f} 6 House Number Street Hamlet County Tax Map No. 1000 Section, H`3 Block Lot / Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intende and occupancy of proposed construction: a. Existing use and occupancy G,� b. Intended use and occupancy 3. Nature of work(check which applicable): New Building ✓ Addition AlterationRe air Removal Demolition Oer Work 4. Estimated Cost Fee (Description) 5. If dwelling, number of dwellingunits (To be paid on filing this application) Number of dwelling units on each floor If garage, number of cars CA 6. If business, commercial or mixed occupancy, specif -atyre anti Vxtent of each type of use. 7. Dimension,of existing structures, if any: Front . �G •3 Rear 36 • Depth a �, Height /6 � Number of Stories. / Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new 8 w construction: Front �S8 Rear .3- Depth 39 9 +� Height ,� ` Number of Stories oZ 9. Size of lot: Front g® Rear / Depth /00 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /e 12. Does proposed construction violate any zoning law, ordinance or regulation?YES Y NO4-4 / G� et/1� 13. Will lot be re-graded? YES NO Will excess fill be removed f om remises?YES NO .3ev cJ 3,Jsrrqwav 14.Names of Owner of premises Address /���a�AMYI'o Phone No.9Ly- 30! Name of Architect �„[.�p,�t lsrr� Address oPhone No /f77' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B 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 prokrrty'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 V1 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. ; COUNTY OF ` being duly sworn,deposes and says that(s)he is the applicant (Na e of individual signing contract)above named, (S)He is the en (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this (p`41 day of 20� � r Notary Public Si ' tufe of Applicant CONNIE D. BUNCH Notary Public,State of New York No.01 BU6155050 Qualified in Suffolk County_,�j Commission Expires April 14,�!�ZO • - 1 BOARD MEMBERS ' Southold Town Hall Leslie Kanes Weisman,Chairperson h0�`�� ��U�yIO 53095 Main Road•P.O.Box 1179 � � Southold,NY 11971-0959 Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Ken Schneider CQU �� mid U E http://southoldtow,n.northfork.net ZONING BOARD OF APPEALS APR 23 2013 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 BLDG DEPT, TOWN Of SOUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 18,2013 ZBA FILE: 6615 AMENDED NAME OF APPLICANT: Thomas Spurge PROPERTY LOCATION: 3145 Manhanset Avenue Greenport,NY. SCTM#1000-43-1-7 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. 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 Applicant's property is a nonconforming size 9,000 sq. ft. parcel in the R-40 Zone. The northerly lot line measures 90 feet along an adjacent parcel. The easterly lot line measures 100 feet along another parcel. The southerly lot line measures 90 feet along Manhanset Ave., and the westerly lot line measures 100 feet along another parcel. The property is improved with a one story single family dwelling, as shown, on the survey drawn by John Metzger, Surveyor, dated Aug. 30, 2012, and shown with proposed demolition and new construction, on the site plan prepared by Robert I. Brown, Architect, PC, and dated Oct. 31, 2012. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's October, 1.2, 2012 Notice o f Disapproval based on an application for building permit for additions and alterations to existing single family dwelling: 1)less than the code required minimum rear yard setback of 35 feet. BASIS OF AMENDED APPLICATION: Re-Opened per Board Resolution - Request for Variance from Article XXIII Section 280-124 and the Building Inspector's October 12, 2012, Updated March 5, 2013 Notice of Disapproval based on an application for building permit to demolish and construct new single family dwelling: 1) less than the code required minimum rear yard setback of 35 feet. RELIEF REQUESTED: The applicant requests a variance for a +/-24ft. rear yard setback, for construction of a new single family dwelling, after the demolition of existing dwelling,where Code requires a 35ft setback, in order to construct a proposed, new two story dwelling on the existing foundation and anew two story new addition to- the west with conforming setbacks ADDITIONAL INFORMATION: The property was the subject of prior ZBA-de-eisWwW42-6,__dated Dec. 14, 1961, in which this parcel was divided from---ani a�1c jacent parcel, and which created the existing nonconforming lot size. This -property was also the subject of ZBA decision 6615, dated Jan.17, 2013, in which the current Applicant was granted a variance for+/-24ft. rear yard setback to construct proposed f� I i Page 2 of 3—April 18,2013 ZBA File#6615—Spurge Amended SCTM 100043-1-7 additions and alterations to an existing single family dwelling. Subsequent to the decision, the Applicant discovered that the overall structural condition of the existing dwelling was of such a deteriorated condition that demolition of the dwelling became the most financially viable, and prudent option available, instead of attempting to restore the structural integrity to the existing building. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Jan.3,2012, at which time written and oral evidence were presented. After making a decision to grant the requested variance,the Applicant requested that the ZBA re-open hearing#6615,in order to consider an Updated Notice of Disapproval dated March 5,2013 that now cited the proposed demolition of the existing dwelling,and the proposed construction of a new dwelling.The Zoning Board of Appeals held another public hearing on this application on April 4,2013, at which time additional 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 single family dwelling was constructed in 1974 with the currently existing setbacks. The nonconforming rear yard setback will not be reduced or changed with the new construction. Other properties within the neighborhood have principal structures with nonconforming setbacks, and this long established residential neighborhood has a mixture of one and two story single family dwellings. i 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant to pursue, other than an area'variance. The existing rear yard setback is nonconforming to current Code, and"the proposed new construction utilizing the existing foundation in its nonconforming location cannot be built without a variance. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing +28% relief from the code. However, this is mitigated by the relatively small size of this 9,000 sq. ft. parcel, the existing nonconforming building footprint, and the fact that all other setbacks conform to Code. 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. The existing septic system will be upgraded to Code. Drywells will be installed for roof runoff, and 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, since 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 §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new two story dwelling with a nonconforming rear yard setback, 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 Horning, seconded by Member Goehringer, and duly carried,to GRANT the variance as applied for; with setbacks as shown, on the survey'drawn by John Metzger, Surveyor, dated Aug. 30, 2012, and as shown,on the site plan prepared by Robert I.Brown, Architect, PC, and dated Oct. 31, 2012, with the March 5, 2013 revision showing the proposed demolition and new construction. 1 Page 3 of 3—April 18,2013 ZBA File#6615—Spurge Amended SCTM• 1000-43-1-7 Any deviation from the survey, site plan andlor 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 use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity Vote of the Board- Ayes Members: Weisman(Chairperson), Goehringer,Horning,Schneider. This Resolution was duly adopted(4-0) 5 1 Leslie Kanes Weisman, Chairperson Approved for filing� /4� /2013 i w v ' eo n Town of Southold - Chapter 236 - Stormwater Management x SWPPP - StormWater Pollution Prevention Plan Assessment t=orch 1 1A GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLI9JNT NAME: Owner-Agent,C nsullant-Contractor or Other(Circle One) Property OWNER:(if Different than Applicant) Ad ess Q Address: TelephoneI S/� Fax fl: Telephone A Fax E-Mai: p t���I/ QMM r%/REY— E-Mail: A( t/ Property Address. Brief Description of Construction Activity,Proposed Structnrd)BMPs,Soft i Staba6ration BMPs,Project Scope and/or Sequence of C.,onstr tcdon Activity ; D1strld thaetion BbeX Lot IPmuida Additional Pages as Needed) Name o ontractor andfor Contact Person Responsible for Implementation ofSWPPP: Fax#: -------•-- - ---------------.•_---'-.----------•- I ✓ O _ --- ---- -N. ------ __ ----------------- ------- _ J Name of Persons Respon bie for Installation B Maintenance of Erosion Control Practice. ` Address: --•------------------'-_"---------_-___-'_------ i Telephone# Fax# ---------------------------------------------- E -----__E-Mail.- i ------------------------------------------- Total Area of All Total Area of Land Cleanng ProJer Parcels: and/or Ground Disturbance -------------------------------------------- (S F!Ades) (S F IA—) � Pro)ectDuration: Start End --------------------_____,..__-.__.___.._.._,._---- - (Anticipated) Date: % �'� Date / (Mrmear d CNendareeysl i Will this Project Disturbe five(5)or More Acres at Q Any One Time During the Proposed Development 7 Yes No --------------------------------------------- IfYES,PleaseAnswertheFollowINI --------- ------- -----.-_------_- a. Does the Applicant have a Qualified Inspector On 0 Staff To Conduct the Required Inspections? Yes No b_ Does the SWPPP Indicate How Frequently the Site = = List the NAMES or description ofall Potentially Impacted Waterbodies andfor Wetlands- Inspections will Occur and for What Period of Time 7 Yes No c. Does the SWPPP Adequately Identify All Temporaryand/or Permanent Soil Stabalization Measures? Yes No --- ------•------------------- _ _..._.--• -- ..__•--_-- -- d_ Does the SWPPP Adequately)dentifyaComplete Q � -`--"""�-'--�---------- Project Phasing Plan? Yes No Status of Impacted Waterbody:(eq.TMDL,303(d)Listed,Impaired) e Does the SWPPP Indicate Additional Site Specific = 0 i Practices that Will be Utilized to Protect Water Quality? Yes No I. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Walerbody:(eq.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland.) Of Intent and SWPPP Acceptance Forth for Review Q 0 by the Town of Southold? Yes No i STATE OF NEWYORK, I COUNTY F............. ................ -SS I i That I.............7QML-�...................... being drily sworn,deposes and says that lie/she is the applicant for Permit, (NaM 0 indwiduel ei oin9 Document) I Andthat he/she is the ....... .... .......... ......................................._... F. "(Owner ioritreuc.Agent,Cotpwate Oifitxi sial 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'applicatioia;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 herewith. I S rn to before me this; 243.. .... ... .49._.......flay of....- , NotaryPub c: ........................................................................... (Signature of Applicant) SWPPP Assessment FORM: 03-12 I• US T.B.S, "SWPPP" Preparation - Chapter 236For Department Use Only:Storm Water Pollution Prevention Plan s,c,T,M,9: Property Address; Review Checklist Checklist # 1 1000 _ 016P.1 Seaon stook Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i YENOlan Sheet (Does th®SWPPP Adequate) Provide for and/or Indicate the Following.) S; ;N.A.;F-xplanation for NO or N.A.NA 1. Dralnage Calculations$Stormwater BMPs Design to contain a Two Inch Rainfall On-Site, Location _._._.. - -._.._ .. - i Construction Phasin Plan Indicatln Se uence of Proposed Construction Activities, 3. 'General Location Ma _,__.. _...- --_•. -,�' �--. _.... 4. Draiange Site Plan Drawn to Scale at Si 60')feet to the Inch or lamer indicating the Following a. Location and QPscrlptiorsof Property Boundaries, -� '- - - --- - _ Existing,Natural and/or Man Made Features on and within 50'of the Pro art Boundsry. d: Test Hole tWW'l'it5Icatino Soil Characteristics&De th to-Seasonal High Water Table; e. Contours Indicatlnq Property Elevations Min.2), _ f. Spot Grade$Finish Floor Elevations for ExlsUng end Proposed Structures; • '"•" - - - ��i i f- - •-••••-•• --' -•- • - - • • •••-• ----- .._5..._.__---_.. ._. I i �._ -. -..... _......_ _•__ - _._ .._.. _ g� ocaGon o�Wooded dress&Isolated frees with a Minimum Dimension of 1 t3"Diameter; - �0��, i -• - - - _ _ h. SoilVons-eriiatfon ISlsfriaTSoii-Survey'- -- - -- - --- - _. .-- -- •--- --•-.__..... . . i � � �-, . - Backgreund Information about the Scope of the Project,Location&Description of the Site, Proposed Chan.Q tc the Site and Ali Existing Development on the site Including the Following 0.0 _Vis_. tJmpr9_VSm4Rtx J,flcL40109 Total Aroa of Land Dlsfurbany@ Total Slee fArvP;..._ -- - b, All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume & Nature ofMaterlals Involved; c. All Areas Re irin Clearing-and/or Grubbing�,_ . -- - -••-••••-•-• •-•-- - -•-- •-•••• • -- ••---- -___ ... . d. All Areas Where Topsoil IS to be Removed,Stockpiled and where Topsoil will ultimately ; _______ _ �r e. All Tem orar &Permanent Vegetation to be Piaced on Site; - • - - --• -- f. Ali Tem ovary 8 Permanent Storm Water Runoff BMP Control Measures Pro osed;' ;�; ' - - __._,. .,..,,,,._ •,.,._ _,_.„_ „ g. The Anticipated Pettem of Surface Drainage During Periods of Peak Runoff, 'r•--� r- -Off -" """''`" ' " '-- - - •--•••-• - • - - ..••-•--- --- - niC�i t. ._. .. _ .._ -- - _ - h. The Location all"Reads,Driveways,Sidewalks,Patios,Structures,Utilities&Other r-�ry _ _ ... _ __ .. _J 1 !L-.. ;-...._...,_____._-,_.._.. _ Improvemeni"s,fnciuding'"temporary Access&Constivctiori Staging Areas; ,d,�, -•-•-• --•--•••• •• _ i. '�Iie Exist(ng i Final"�onfours and of 8p6t-15We t ons of the-site: 6, A Schedule of the Sequence for the installation of All Planned Soil &Stormwater Runoff Control Measures. :17_7 i 7. Description of Pollution Prevention Measures that will be Im lamented. -'' .....,..._-... .....-_,ate_...-^--^-._._ ----------_„i?....,_,a_,",_ :�iC]i i.__. _• . - - - - 8. A Description oftlte Minimum Erosion&Sediment Control Practices to be installed and/or = --- A =, - -- •__ __,__-,_ .,,•,,,.,_ _,",",,,,,,,,,,,,, im�lemented for Each Construction ctivity_that will result in SoEI Disturbance _ _ ; ; ; A...Description of Construction&Waste materials Ex acted to 6e Stared On-Site. : r 10. Temporary& an perment Soil Stabfliiit on Plan that meets the Current Version of the '`-- ^- - _._.___._.___.,.____-„__.•___ New York State Storm Water Design Manual Technical Standard. 11,yGeneralSitePlanandConstructionbrawinsfortheProject "'•___ ---,_,_._„ 12. Dlmens)ons,MatetgIftCifrcaUons&InstaliabonDetails for AlErosion&Sediment Control Practice's 13. TemRorary Practices that will be Converted to Permanent control Measures. 14. Im lernentation Schedule for Sts In Sediment Control Proolloes, Tem ora Erosion Control Practice or BMF'. 16, MainfenanceScheduletoEnsureContlnuous&EffecGveOperationofErosion& , -•---•-•-•---•-•-••-••-•••---__.__._,_-,.,,,,.,,__ „__,,,_,_ ___- _ O r Cl i 1<f7 18. -mawas-"w-mamas-"wPotential Surface Waters of iha Staie of New York and/or MS4 that may be �'-'""""""'"'"'""'"'"'_"'-'-"'"" """"""""'"•'•"-••- ••• --•- ITeacted by Development, 17, Delineation of Storm Water Control Plan Im lementatlan Res onsibiiities for Each art of the -P%jectConeiructionSite._ _------_ H------ .i? _.___...._,_P__. -- 18, All other E)dsdng Data that Describes Storm Water Runoff and/or Natural Drains - 19. IdenUflcation of All Contractors)/Sub-Contractors) Responsible far Installing,Constructing'- i +' -"'- """ -”•_._,_..___.__..__._..•. ._.,,_._ _. _ ,,,•,•,,,,,, Re irin ,Re lacing,Inspecting and Maintaining the Erosion&Sisdiment Control Practices Storm Water Management Control Plan Checklist#1 : 03-12 bpBtlxC,l- DEC "SWPPP" Preparation - Chapter 236-19 r For Department Use Only: Storm Water Pollution Prevention Plan s.C.T.M.M Property Address: Review Checklist Checklist # 2 1 ' {Additional Items to be Included with Checklist#1 when Article ]][ is trigered.) l000 District section Block Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: ; , , Does the SWPPP Ada uatel Provide for and/or Indicate the Following:) ;YES I NO N.A.i Explanation for NO or N.A.Must be Approved by SMO Plan Shout oes a Ian In irate and or Show all Items Re uire b ec ist 1" In t )s Packet 7 Location (pg,#} __..__.___� _......_._.._..__. _ ... _ ._ q_,. + 2, Does the Plan Indicate andlor Show a Description of Each Post-Construction 5tormwater I ' + 1 ' -'�"'-• •••• •••-•••- --•---•-••-•••••- -Management Practice? ,[�,[-,r--j: 3. Does the Site PtaNConstructlon Drawing(s)Indicate and/or Show the Location&Size of i E ; ; _ -- -- - •_ • - Each Post-Construction Storrnwater Management Practice 1 I C�11_71 4 4. - Does the Site Plan/Conetruction Draweng(s)Indicate andlor Show-Hydrol- ogic&Wydreulic Analysis: � r "-'-'" -''-'-' - '--'` --•••--- • -•-•--- -•- ForAll Structural Components of the Stormwater Managemept System for Applicable Storms? 5, Does the Site'Plan/Construction Drawing(s)Indicate and/or Provide-a-Comparison of Post- Development Stormwater Runoff Conditions with Pre-Development Conditions 7 _-_ 6. Does the Site PlanlConstruction Drawing(s)In1cat-d -'"`ndlor""'5h eaowAti Dimensions,Material •• -•••••••- •- ••-•• -. --____ _ . ..,_ ._ Specifications&InstallationDetailsfor Each Post-Construction Stormwater Practice? 7. Does the Site PfanlConstructlon Drswing(s)'Indt•cate'a Maintenance 5cheduie Provided by i i i i' ' a Constractor(a)to Ensure Continuous&Effective Operation of Each Post-Construction ' Stormwater Mana ment PracticeDoes L`.Z)i - ' L .... - __......._ the Site Plan/Construction Drawing(s)Indicate and/or Show Maintenance Easements to ! ' ' "'•'- ""-"• ----•• ••• • _ Ensure Access to All Stormwater Management practices at the Site for the Purpose of Inspection and Repair? i , + _..._ _ __-._____._..__. I i 9. oes the Site Plan/Consfruction Drawings)Indicate andlor Show Inspection and Maintenance - greemengs) that are Binding on All Subsequent Landowners? "•----- .• _. . ..( ! i 1. ._ ..__. .,. __ _ _ 10. For All Acllv[ties meeting the Threshold in 236-19(5)(1),the SWPPP shall be Preparedepared&Signed Bye Professlonal In the Principles and Practices of Stormwater Management&Treatment Who Who Shap Certlf)r thatt he Design Meets the Requirements of Chapter 236. 1. Does the Plan Indicate andlor Identify AiF Potenllal Sources of Pollution which'rtiay affect the Qualily of Stormwater Discharges? 12, Does the Plan Provide Documentation Supporting the Determination of Approval with Regardi[� to istOrl0 Places orAroheolo ical Resources that Includes the Followin ' ' ' i a. Information whether the stormwater discharge or land development activities would have an effect on a property that is listed or eligible for listing or eligible for listing on the _- State or National Register of Historlc Places ..r------------------------------ b. — _ The Bisalts of Histo_dcResourcWgcreeningDeterminationsthathavebeenConducted_ IC]t=1®t - ----- -- -- _ _ -- c. DescNptlonofMeasuresNecessarytoAvoidorMinim'¢eAdve-rselmpactsonPlecesListed,i i--------------------------.._-__--_.-__,•__-•_-- - or Eligible for Listing,on the State or National Reglster of Historic Places;and__ �+ t �- d. Where Adverse Effects May Occur,Any Written Agreements m Place with the NYS Office i i-- --- of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to Mitigate Those Effects. escriptionoftheSoli{s)PresentattheSiteIndudmganldentificationofthe I r-•---------___________________•-",••,,,,,,�_.-•_..___-�,__ H�rdrauilc Soll Group. + I r 14. _— __._______.,.__,,. IdentiCtcation of Any Elements of the Design that are not n Con(ermance iwith the - + ""-" - --- -------- -- - --• Design manual,Including Reasons for the Deviation or Alternative Design and a Descriptionof the Equivalency with technical Standards. __ ; i©i 75. AWydroIOgicandHydraulicAnalystsforAlIStructuralComponentsofthe -w'�-'"'---7 -- Stormwater MangementControl S_ystem, _____________ - 1fi•�A Detailed Summary,with Calculations,of the Sizing Crrterla fhatwas Used to Design'- - i 1_, 1i i i" ------------- All Post-Construction Stormwater Management Practices° p�C�i 17, An Operations and Maintenance Plan that Includes lnspecticn and Maintenance _7 ' + r_-------•-,__•-_-_ _-• -•.--,-__ Schedules and Action to Ensure Continuous and Effective Operation cf Each i Post-Construction Storm Water management Practice. 1 I t I Storm Water Management Control Plan Checklist#2- 03-12 of so�lyo` o Town Hall Annex Telephone(631)7'65-1802 ' 54375 Main Road G or. chert o`wisoutiP.O.Box 1179 016 ny us Southold,NY 11971-0959 'r BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: 51– JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: ._ *Phone No.: Permit No.: `2j ChG g Tax-Map District: 1000 Section: Block: Z Lot:. .— *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES I NO Rough in Final *Do you need a Temp Certificate: OESNO Temp Information (if needed) *Service Size: 1 P ase 3Phase 100 150 �00300 350 400 Other *New Service: Re-connect ndergroun~ 'Number of Meters , Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town Hall Annex ^��� Gym Telephone(631-1802 54375 Main Road } —c fi Fax(631) 734-9502 P_ O. Box 1179 CZ) CIO Southold, NY 11971-0959 411 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: 31 `7 Please'ta notice that the (check applicable line): New residential structure Addition to existing residential structure , Rehabilitatiori to an existing residential structure to be constructed or-performed at the.subject property reference above will utilize (check app " able line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the follo "ng locations) (check applicable line): Ve Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative ; TrussResRegl5.docx Fffe ct;ve 111!2015 r 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC -PANTONE- - - - - -- - -- - ---- DESIGPATIOKI OF LuNSTRUCTiLiY - (PMS) 9187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 112" STROKE -- — - ads'iGni i eeiiv oii'-SfR(Ji&ff COMPONENTS THAT-AREOF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING - GIRDEI' %At Nl? BEAMS•t t _ ^R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMI6G: COWUWTH 19 WACRRPART1265,,-q� 143rMSCALE aaEs alvr�id>`I EXNVFLE TRUSS IDEM R AMON SIGN DATEU08/2005 ' NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION May 2, 2013 To whom it may concern.The electric service has been disconnected and shut off from the house located at 3145 Manhassett Avenue.The Electric meter has also been removed. Sincerely, Stephen Gaffga Account Clerk Village of Greenport 236 Third Street Greenport, NY 11944 Service Order Ticket Name THOS/NANCY SPURGE Ticket# 13-05-00824 Service Address 3145 MANHASSETT AVE Due Date 05/02/2013 GREENPORT,NY Assigned To Phone Taken By Stephen Route-Acct# 75 9505 Contact Method Field Visit Cust# 9750 Type of Service Electric Type of Ticket Remove meter-siding, house Comment Instructions Please Turn Off and Remove Meter+ Electric from house. New Meter#: New Serial#: New Remote#. New Radio ID. Meter# 2407 Service Electric Multiplier 1 Dials 4 Zeros 0 Remote# Read Order 870 RadiolD Radio Type Serial# Read# Prior Reading & Date Present Reading 1 3896 4/26/2013 Completed By: Date: �. k r w s� t z k x� x' 1� y. ,x i o 0 \ v �,M V 4 h st o s 5 r � 1 �t 34q r s n . E , r a N t Y ms p SM OR— F v , 'I All � x N Dq 11D & su sSURVEY OF PROPERTY qN "Z/os NEAR THE VILLAGE OF GREENPORT - . S TOWN OF -SO UTHOLD ?NFA ss8.3 , N� SUFFOLK COUNTY, N. Y. /VqtVc 1000--43-01-07 Y sp�R SCALE. 1 —20 y s c y GF ,� AUGUST 30, 2012 90,p0, 5 v � I-R Sri A N N 00 O 2�V } ?o.8• � t' 90.00. N68•�S,s0 ; ! �x CERTIFIED TO: THOMAS SPURGE i F0�01- 9�Opp �� NANCY SPURGE OF IVE ►� , STEWART TITLE INSU �tqN �vlro ��.49610 . NO. 49618 ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON PECONIC S VE S, ' .C. OF SECTION 7209OF THE)NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 A EXCEPT AS PER SEC 770N'7209-SUBDIVISION 2. ALL CER 77RCA 77ONS P.O. BOX 909 AREA_A'Mo �r1� 1=T•� HEREON ARE VALID'FOR ,.ffS MAP AND COPIES THEREOF ONLY IF /`1 7 W Vf F pin SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 714E SURVEYOR ■ =MONUMENT 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. • =PIPE SOUTHOLD, N.Y. 11971 -LO?-237 a iyEIVED PIN15HED FLOOR EL 12 CP n ry� GyFINISHED + Vba`Ya J+• \r�lr(- :�{t t ti�v i l 'f'�1,-� / � v ✓ _ GNRADE EEL=B 6' GRADE EL=B6' 71 7 r•.54t�' �1ni esti"�5�x= .:' J" _ tl�iS� ��r0"c{n 1- `"•, �� 1 `CFS SCDHS APPROVED 5LDH5 APPROVED 55 �� ,�i�• ! PITCH 1/a•/FT--- t , PRQ7 I PRE(A5T 8'0 x 2'D � PRECAST 8m.2'D L �,•.i.�+a>s'�+-`r' •i i INV ELT 0' INV EL 6 8' J LEACHING POOLS LEACHING FOOLS NV EL 63' INV Ei 62' SCDHS APPROVED 1.000 GAL 8'O•MIN SEPTIC TANK GROUND WATER ELEV 1 3' '" — �° ' �r ''` PROPOSED SEPTIC SYSTEM DETAIL < lU�� NT5 3 I 20'-10" s EXISTING ONE STORY FRAME HOUSE TO BE t 1' 4" I DEMOLISHED, EXCEPT FOR FOUNDATION TO T;3; -,0,-f r• A REMAIN " Mc'-D'\'-NAL,,--) G--C)' "=NICE _r PROPOSED RECONSTRUCTION OF FIRST FLOOR k,"11 ARC-41 G, 2C;13 O s 7 AND NEW SECOND FLOOR ADDITION EL. e.G' PROP05 D NE) TORY ADDJION :� �`;3 ON SLR `v C'� I ✓ -:x`4 r v CU w 1 / D-ISCR!BE1 PROPI=RTY SIl-JATE ' 1 V N1=.'R R;ENPOR-1 . N OF 5O_,1-:_D7 ------ -. 1,JF'OLK COON , , N.Y, i PRPP05ED TWO ( A r, i/ 10("0-43-0. -� _� -;<1r s` ::,r.� Y PROP ED NEW I TAX �>-�-,P NO. -07 __ STORY ADDITION ZL 13' 7 3 SEPTIG YSTEM SLt.,,=YF HO' ' R E • / i � - L � FOR T "V AS ,� l;;`� / AREA OAF EXISTING `0 Ai-O NANCY 51, L,PGF ^,n -•.ee:v.........,. '.s>....—.....w'LJ ....,..a.o.e I ;l c�t \ �c• 1 r.r c' 0 ' "' �'L= SEPTIC SYSTEM r <` ,JP„-El_O E_,v 7 3.,. 2�. 1 c TO BE A`SANDPINED ST HOLE I REA = ,'�C;O SG.; OR 0.207 A, i [ _ _ ti rr CATION `L 3 Y �� led APPROX. WATER �a �JR'vE1 J BY IPECONIC S-Ui,VEYOR5; P ww% d*4.,w it.rvwcv /SERVICE LOCATION + � ';� ALLOWABLE LOT COVERAGE. ! ,800 5F. (20%) AbMdkonm-P111� �.L :u g scar y system must be in - _ EL 6--, ` wmfGr:z'see.watat depu,Lment requirement Submit -/0.00, —'90 Jc.;l ;,* TOTAL EXISTING: 892 SF completed formJWIbi- ver as proof. z PROPOSED: 809 SP --' N5�03"'�0'+.t' � l SLTFFOT3 K COU1213TY DFPARTMENTIDF fIl&ALMISERVtCES ( TOTAL : I .70 I SF (18.0%) I , ELE,,,,,`,T IO.\JS -`O ,J.A.,. D 138,E5 6 LS (���+ /�� r {"�IF A I-7,L T°?"�cif=`�& E DA'I T,T •A.?„F� �'" , QED ARCA k.r'LE�;*;,'!C-T;;,a.a UNDER THE yo APPIROVED •����:T10 ,g �r S c� VENUE r m: _ <� �-� ._,�� � -L e i'1,2CH'4TrF0T,TO ALTER ANY r trot c :: 'z4V1t A6��Zd q 10i•?IZED EXPIMS� `QRS F&0hs DATE OF APPWVAL ?§�g ION MUST r 0�n 5�'U KO E R�5 I D E N C E c - vrED SEALED.AND _ 0-SCFV-4 AbCORDANCE .. �IATEONHatesE 1! Ai �SE1 AVE. , t,..Ji EEi � ! Oi\ # , ' V i 1 FOR SANITARY SYS T� i�'•;. --L- f�C; :f. L�-I DEPAR T A• = s SITE LAN '�,'I/ fAIP_1,,,1VFA�-1�L_R DE51GN ,550C;1ATE5, INC;. 205 DAY AVENUE G-;EIff RT, N.Y. ! 19/14 G3 !-477-9752 (Fax) G31-477-0973 ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION OF SECnON 72090E THE NEW YORK STATE EDUCATION LAW. SURVEY OF PROPERTY EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOFOFTHE ONLY NEAR THE VILLAGE OF GREENPORT SAND MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEE YOR WHOSE SIGNATURE APPEARS HEREON. _ TOWN OF SO UTHOLD N SUFFOLK COUNTY, N. Y N/0 1000-43-01-07 AUGS ,2 0 ELT 0,0101-111110S JO"trol , 1d30 9018 G kkl su MARCH 5. 2013 (B.0 H) 1 f 1'3 Pu'q s/c N pz�cS JULY 8; 2013 (foundation) q� / R) n � � s \ s. ' � 56 :3 , <ON�O/F l � s.so,�� ` cc,No w qN�Y o Th' p Sp �'k c URcF (o�� 90 Q o o•/ 00• 4Z' / O� a T/FNo oMV' o O 90.0 0, // \ 3 N p o 0 �8`35's0•.w FSe yore .N e4. ao• b fpoF of 90.00, )p 82. -4Tr TEST HOLE DATA BY McDONALD GEOSCIENCE NC W/Ty pUe</ E MARCH 6, 2013 MH(ED SAND AND LOAM �R) 83. BROWN SANDY CLAY CL 3. W BROWN CLAYEY SAND SC 4' NBROWN FINE TO COARSE SAND SW R EL 1.3' 7.3' WATER WATER IN BROWN FINE TO (Vq(,'gNT COARSE,SAND SW 14' RTIFIED TO: AREA=9,000 SO. FT. I GF N�E-=T . -NAS SPURGE SPURGE ELEVATIONS REFERENCED TO N.A.V.D. 1988 �SY ST, WA �T TITLE INSURANCE COMPANY l am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE ( DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES N. Y.S L/C. N0. 49618 and will abide b the conditions set forth therein and on the y �l F 6N/ S R VEYORS, P.C. ermit to construct. P r, 6f31) 765-5020 FAX (631) 765-1797 ` LAND�v , The location of wells and cesspools shown hereon are BOX 909 from field observations and or from data obtained from others. N =MONUMENT 1230 TRAVELER STREET 12-237 ® =PIPE SOUTHOLD, N. Y. 11971 .y SURVEY OF PROPERTY SCDHS REF # R-10-13-0019 NEAR THE VILLAGE-,OF GREENPORT TOWN OF- '$0 UTHOLD SEPTIC LOCATIONS SUFFOLK COUNTY, N. Y. A B 1000-43-01-07 ST 34.6' 13' SCALE. 1�20' AUGUST 30, 2012 /OZ, MARCH MARCH 6, 2013 (B.O.H) LP1 38' 25.6 JULY 8, 2013 (FOUNDATION) ( hz4/' AS GgRR DEC. 7, 2016 (FINAL) p ET G I uevc w OUA q?Z�R) <<C Y -07a'n I 12-07-2018 �gcfv Ilk (� Iw LO m - Lu D L5 O V L5 3De s,. Ioct W ING ki'vc y ��F S 477& SPIJ > RG �o JAN 1 3 2017 js, 6835'So"E e`/C rVg7�R) °� Ll w La BUILDING DEPT. 0 a % aC3 0 0 TOWN OF SOUTHOLD � � p s �s Deck 'a 90 U. pqno;,o - R � Wq� V cl 70• cup h AC ?�S' °' 3g 4• cy 2gOf �� &qG F yo Y Cc 0 _� o., GRq FF gRgOFSF °2 w 5 O ''6, 2 ppRFo 6�No0 2 4 q 20.�• GRq Q Q 2�V a TO yiy y 3� j/m 1 $ C,KgO f Q4 v 8�00, 79. ob tp Q Qg 90. R EZ 80, 00, gR Glc pFp o SUFFOLK C, 'NT OrHMLTHmoug => APPROVAUr t1_.L'�1iL^:'j tjc-rF YV ' zo L {'rt{V4Idf ly`SdSq ed{m5arjENCE Date DEC 11.8.Rea.No. t; i or 6'i Tr '- s P ��n h�y� a P y� /�� Ir, SECinf;ss cCUO cc*i;i; d by Ells DE;Paf�CnenCOME'!a d Q a 9e a�f1 U9L/C+ Wq � be:aagst��2cay FO s A PvR,. b,jjU6Vt Cr 3 BEDRM Z. Qjc7 �nV office Oa i CERTIFIED T THOMAS PURGE STEWART TITLE INSURANCE COMPANY A (vgcgNT) NANCY SPURGE N TEST HOLE DATA BY McDONALD GEOSCIENCE MARCH 6, 2013 EL 8.6' MIXED SAND AND LOAM ■ =MONUMENT BROWN SANDY CLAY CL C"' • =REBAR — BROWN CLAYEY SAND SC 4' BROWN FINE TO COARSE SAND SW : 4 ELEVATIONS REFERENCED TO N.A.V.D. 1988 EL 1.3' WATER 7.3' - ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A V/0LA77ON WATER IN BROWN FINE TO N.YS. LIC. NO. 49618 OF SEC77ON 7209OF 774E NEW YORK STATE EDUCA77ON LAW. COARSE SAND SW EC - YORS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERT7F/CAT7ONS 14' (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF EA=9 �0� SQ. �. P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMAR PRESSED SEAL OF THE SURVEYOR , 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 12-237 REScheck Software Version 4.4.3 Compliance Certificate Project Title: Spurge Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Manhanset Road Thomas Spurge Robert Brown Greenport,NY 11944 Greenport,NY 11944 Robert I Brown,Architect,PC TSpurge@pgsmillwork.com 205 Bay Avenue Greenport,NY 11944 477-9752 fbdainc@optonline.net Compliance:17.4%Better Than Code Maximum UA:545 Your UA:450 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Glazing UA�; Qross��,-� Cavity Cont • ' • • b•• Perimeter U'-ractor* Floor 1:All-Wood JOISt/Truss:Over Unconditioned Space 1143 22.0 0.0 48 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 879 22.0 0.0 37 Wall 1:Wood Frame, 16"D.C. 3250 19.0 0.0 169 Window 1:Wood Frame:Double Pane with Low-E 358 0.280 100 Door 1:Glass 61 0.440 27 Door 2:Solid 20 0.400 8 Ceiling 1:Flat Ceiling or Scissor Truss 2022 38.0 0.0 61 Compliance Statement. The proposed building design described here is consistent with the building plans,spec' tions,and other calculations submitted with the permit application.The proposed building has b eet the 201 a York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply a , iremen listed in the REScheck Inspection Checklist. /L9 3P L me-Title I Sign r * Doe Project Title:Spurge Residence Report date: 05/30/13 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\spurge 2013.rck Page 1 of 4 E check Software Version 4.4..3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceding or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.440 Comments: ❑ Door 2:Solid,U-factor:0.400 Comments: This door is exempt from the U-factor requirement. Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-22.0 cavity insulation Comments- Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-22 0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Project Title: Spurge Residence Report date: 05/30/13 Data filename:C:\Documents and Settings\Fairweather-BrownWy DocumentsiREScheck\spurge 2013.rck Page 2 of 4 Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier. Installed on outside of air-permeable insulation and breaks orjoints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: F-1 Materials and equipment are installed in accordance with the manufacturer's installation instructions. C] Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. F1 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage-test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 drn per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced 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. n Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: F1 Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Project Title:Spurge Residence Report date: 05/30/13 Data filename:C:\Documents and SettingsWairweather-Browrift Documents\REScheck\spurge 2013.rck Page 3 of 4 Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions. Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions. Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:Spurge Residence Report date: 05/30/13 Data filename:C:1Documents and Settings\Fairweather-BrowntMy Documents\RESchecklspurge 2013.rck Page 4 of 4 2010 Hew York Energy conzarvaUan C onstrucUan Code CorUflocate Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 22.00 Ductwork(unconditioned spaces): {� Window 0.28 0.24 Door 0." 0.24 om . o 0 Heating System: Cooling System: Water Heater: Flame: Date: Comments: CREScheck Software Version 4.4.3 NJ( Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 5750 Climate Zone- 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments- Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.440 Comments: ❑ Door 2:Solid,U-factor:0.400 Comments: This door is exempt from the U-factor requirement. Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-22.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 2:All-Wood JoistlTruss:Over Unconditioned Space,R-22.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts Air Sealing and Insulation: Project Title:Spurge Residence Report date: 05/30/13 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\spurge 2013.rck Page 2 of 4 F-1 Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied- (a)Air barriers and thermal barrier.Installed ori 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 ceding/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 budding envelope air barrier. (d)Floors Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring-Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (1) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: F-1 Sunrooms that are thermally isolated from the building envelope have a maximum fenestration LI-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 are installed in accordance with the manufacturer's installation instructions F1 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. Fi Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: F-1 Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three, equally spaced sheet-metal screws Exceptions. Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g (500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: F-1 Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load Heating and Cooling Equipment Sizing: Ll Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Ll For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Project Title: Spurge Residence Report date. 05/30/13 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\spurge 2013.rck Page 3 of 4 Heating and Cooling Piping Insulation: F1 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: F-1 Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. L] Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:Spurge Residence Report date: 05/30/13 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\spurge 2013.rck Page 4 of 4 N . 201- -0 New York Energy Conservation Construction Code Certificate Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 22.00 Ductwork(unconditioned spaces): Window 0.28 0.24 Door 0.44 0.24 Heating System: Cooling System: Water Heater: Name: Date: Comments: -7 -1P 7 1 N 5 3 5'5 0 C) Ln EXISTING ONE STORY FRAME HOUSE TO BE < N DEMOLISHED, EXCEPT FOR FOUNDATION TO REMAIN < PROPOSED RECONSTRUCTION Of FIRST FLOOR AND NEW SECOND FLOOR ADDITION F I 1- 4" a- 1010.1 i 15'-0" 1 0 X oz oz n /-- PROPOSdD ONE STORY ADDJION D Pt copy from.Z PROPOSEDWOSTORY ADDITION _7 Bldg en < r \I,evv d ts < Final ly_ 7_BA F le 0 I)ate*. IT IS A VIOLATION; LA W r-0 R A W p F-,q 0 sot"', < —.Co' St" UNLESS ACTUIC-,LVeDERI THE Ip Sf ,y '0� -CH17ECT DIRE=ON OF 1,LIC--9- �ZSEI) J AR To At N55"' cu -TER ANY ITE"'am T"Is ANY WAY ANY A," Po!-�izmzo A E M V?ATIC)j,, yC OF PAVDVIE\12- fkzOTED,SEA,;-ED, 13A-5ffD 0% SURV'Efy Of Wf TH TH,–Z" T "NUE DESCRIBED ':'KOPEK-1-Y 51TUAT''E: NIIAN-5ff NF--A`\ GRE`NPC')RT, TO\VN TAX \,"A--' ""'C), -07 5PURGE KE51DENCE SUKVLY'-:D i=CK- HOMA5PJKGt ALLOWABLE LOT COVERAGE: 1 ,8005f=. (20%) �.5 A;J[.-, NANCv S=t RGF MAN HAN5ET AVE. 5 GFTE NPOKT, NY TOTAL EXISTING: 892 5f Y F\Vff E D A U U T 0, 2 0,1 2 PROPOSED: 600 5f r(5v. 3/5/20 1 3 AREA 9,000 E5 OR 0.20:7 A. I. 15ROWN ARCHITECT, P.C. 1,- 5 F CO K 5,.,:RVE\'0RS. P C. TOTP\L 1 .701 SF (15.0%) VV/ fAIRVVEXTHE-K DE-51GN A550CIATF5, INC. 5 1 T E F L A N 205 BAY AVENUE GREENPOK17, N./. 1 1544 G3 1 -477-9752 (Fax) G3 1-477-0973 .................1. II L A� i. I FT7Ti L= SOUTH ELEVATION Bldg Bldg Dept ZcO from Z�A I v �y �e w dd Final r,vie ZBA Fil Date: S/3 ��o ARc 17 IS A VoCP-ATK-)1,'1 OF THE LA10V FOR AN7 PERSON, UNLESS Ar"TIRM UNDER THE rZ- El'--"CN THH-3 DRAVANG M I? J 44" V- A M yA1 .TE C- % I Z E D - �1R LT E ',Vk I Gt 'FT B E 163A-\ C"--F'C R!r,F--r,1 C 0 OR D A IN C.E 5F)URGE RE51DENCE MAWIAN5ET AVE, GRE ENPORT, NY rev, 9/5/2013 1= ROB1PIT I. E3RoW,N ARC11-11TECT, F.C. W/ fAIRWEATI-1ER DE51GN' A550CIATff-5. INC. EAST ELEVATION 205 DAY AVENUE A3/ GPf-f-NPOPT, N.Y. 1 1344 G31-477-9752 (fax) G31-477-0973 Sr wL� CA! . EEN Z . i NORTH ELEVATION 2 t cop"fro"'ZBA � BId9 QeP _a�`um��� ZBA Fee, t`'Q' Date: IT IS A VIOLATICN OF THE <EEO 1 ON'THIS DRIMATMG M I 'r k LAW FOR AIM o°PERSON, UNLESS ACTINIC, UDER THE �� �1 BDIRECTION OF A LIMMS-ED R ARCH.PTECT,TO ALTER ANY - e„k`_.�"Ea.E=e2"0I1p Ct:s3 4 E R „ ¢�:r-�� 1 f - ?r v'1 U Rte/E E5 1 L/ E N`._.J E MANNAN5f-T AVE. , GREFNPOR.T, NY rev. 3!5120 13 IRODEPU I . BROWN ARCHITECT, P.C. W E S T E L E V AT 1 0 N W1 EAIPl./VEATHEP-, DE51GN A550CIATE5, INC. 205 BAY AVENUE GREENFOKT, N.Y. 1 1944 G31-477-9752 (Fax) G31-477-0973 G- L 4-5- G-3- f L 4-G' Ul e7—m Ip :iiT T-i" it I IT,,.,: Yi NMI rR- F OR U II 15'--4 1,4- "It PA- 1-0 L"','0 —01 LAT 0 1"t it I II Q-4;1/2' F, -- - - - - - - - - - - - z, en 0 11,11 2F-9 7/6' 03 a on f 0 U N D A T 1 0 N Mi, E N T MM 0% M M 0"1 BAS t F L. A N vi e > zi i��I cn "U, 'y �-Z 1-41 4�ro I ng 5PURGE KE51DENCE a NTS MANHAN5ET AVE. , GREENPORT. NY rev. ID . 3/5/2013 A?o 0 ROBERT I. BROWN ARCHITECT, P.C. C, -n O) off O W1 fAIRWEATHER DF51GN A550CIATF=5, INC. -sk > 2CJ5 BAY i^-,VUNUE is GKL*LN1'0rl . N Y. 1 -477-9752 ("rax` 0,31 -47-,7-0973 5-2- 4.-0' llAv ol cl! P.", .411, 0 dl is '�RFAI ROO'A 10 o" OD 27* W-0 1/2' F9 I t -i h� El -46 IRr 2 312 4.1 2 G RAG A r 10 O 3-4 7 5 1/2' G—cua& 29-W FI RST FLOOR PLAN 2- 5CALE 114*=I'-O* \L2� Zf, 5PURGE RE51DENCE Donn MANHANSET AVE, GRFENFORT, NY CD &0 n>1 rev. 3/5/20 13 ROBERT 1. BROWN ARCHITECT, F.C. 101-3 > r4 W1 fAIRWEATHER DE51GN A550CIATE5, INC. 03 , 4 3 205 E A,.Y AVENUE GKL ---NVOFIF. N Y. 1 1944, 3 1 -4 i7-:7/752 ;pax) /1 3 1 -477 t")`)'7,") J I I !! I------ I I lo C4 _ , CO a CO i = I ,U mIF lo i / O10 —?r 6 112* N io 10'-C' fQ EO 2 C.112' — — — — I — 10 I0 10 10 ti I I - - f[7 FO i S-3• Y I m I / I ------------------ - 10 I I 'i 10 10 10 10 u`I I z hzi RO: _ V I I n — — — 10 ------------ I1010 e I 0 m I M F'9' S'.',' I I I'n• i U E' I 10'-0 112' 9'-10• 5EC0ND FLOOR PLAN `� '(..',cc��,ie'v•c`rF� .u;,rar of 'J��•4-��"�S'� r� • F ,�/s,n aid fp'j��.,°t'�"�2,i3 rf ZoM�7� s7 C) Sl SPUGE E51DENC mpMANHAN5ET AVE, GREENFORT, NY rev. 3/5/2013 "1 r POHRT I. 5ROWN ARCHITECT, P.C. �N VAI/ ]FAI RWFATH EIS DF5IGN A550CIATF5, INC. y� 03 205 bc,.Y AVENUE GKyvN 'Of� N Y. i 1544 G3 ' -4'/ 7-'/752 (`ax) f"I 3 1 -4 7--097 3 1 iI F1 I D VLKI IUAL. 2" P ED CONC. SLAB. F -1 I.... -- -----------------I 7/8" TJ 1 5 G 1- @ 1 2" O.C. m w I CRA PACE r _. , L F– -1 �CONCRETE FILLED, W/ " 5Q.X2 2 L_ _f BOTTOM PLATE AND 4' 8'x4" TOP PLATE (TYPICAL). [2- #5 REBAR DRILL EPDXY G" o NTO EXISTING FOUNDATION @ 12 l�.C. VERTICAL. FF II � II 3'1 BATT L INSULATION WITH VAPORT BARRIER (TYP) Lu II 15'-3 /4'' II I STEP FOOTING 12" #5 REBAR DRILL FP 3080 N - — DOWN EPDXY G" INTO EXISTING I FOUNDATION @ 12" O.C. VERTICAL. I 1 -71b" TJ I^3 G G WINDOW SILL hT 72 AFF. @ I Gil O.C. HEAD .98" AFF I N Z I IN G'-6 1/2" 2' :/2 I GARAGE —� 4" SLAB ON TAMPED EARTH DOUBLE JOISTS -----I l WITH GxG / 10x I 0 W.W.M. I N -3'-2i, 3'-0" = WOOD BASEMENT STAIR 14 R@ 7.2 G 5" I_._____.. ------------- I TREAD @9.5" I 1 I I 10'-0 5/8" 29'-3 7/8" AS-5UILT J A 1 2G , 2017 AH M f T PAFJ-F AN AS BUILT 114" 0 URGE K 51 ENCff 3145 MANNAN ET AVE, , GREENFORT, NY EDAR (� y� /^rye f{�''l()//`.1 r D UU i ✓�b�. �..J{j,..'f G..V i 3 Q' 2 ROBERT I . 5F`a0VN ARCHI1 ,�CT, F.C. SEB a zo�� �qp r634A KnDYNODEFT 3 q 1 FOFN y TOWN OF SODTuo I 2 3 4 5 G 7 8 9 10 it 12 13 14 15 IG 17 ISSUES/REVISIONS _I �A K .:N - EXISTING s' I I" 20' dna. DECK I I ON SEE FRAMIN \�- ( i I -10 V • LAN BELO 9,2y I I ii p J 0 20`10" R- 13 BATT INSU� .� ATTACHED TO INSIDELATION o I (I I I EXISTING ONE STORY FRAME HOUSE TO BE ( �- R- 13 BATT INSU TIOt�P SURFACE OF DEMOLISHED, EXCEPT FOR FOUNDATION TO ATTACHED TO IN IDE FOUNDATION WALL REMAIN SURFACE OF I ALL AROUND PROPOSED RECONSTRUCTION OF FIRST FLOOR I FOUNDATION W L I ( 1 AND NEW SECOND FLOOR ADDITION ( ( ALL AROUND � / I I 15'-3 114" PROPOS D ON6 STORY ADDITION BASED ON SURVEY OFti / — DESCRIBED PROPERTY SITUATE I I (R NEAR GREENPORT, TOWN OF SOUTHOLD ( I I }�\U ► H PR)DPOSED TWO _... SUFFOLK COUNTY, N.Y. STORY ADDITION PROPO ED NEW z I TAX MAP NO. 1000-43-01-07 / •.\ SEPTIC YSTEM SURVEYED FOR THOMAS SPURGE _ _ — — o o v I AND NANCY SPURGE _ N Ln / AREA 0( EXIST G SURVEYED AUGUST 30, 2012 " WINE I SEPTIC SYSTETEST HOLE ( AREA = 9,000 SF., OR 0.207 A. RACK I N / --'LOCATION I ( "ILI I/2" _ TO BE ABANDONED I ; SURVEYED BY PECONIC SURVEYORS, P.C. BUILT-IN WINE _.APPIiQX.]t�TEI� ALLOWABLE LOT COVERAGE: 1 ,800 SF. (20%) I I RACK/CABINETRY d — . I � SERVICE LOCATION TOTAL EXISTING: 892 SF I N ^ PROPOSED: 809 SF r I I pw ' BUILT-IN I I G TOTAL : 1 .701 SF (18.9%) I I ( _ v CABINETRY/CLOSETS REV. JUNE 17, 2013 DRAINAGE CALCULATIONS I I GARAGE 02009 MANHANSET AVENUE N I I N ALL RIGHTS RESERVED TOTAL ROOF AREA: 17015.f. I ( 1701 x I x O. 17 = 259. 17 C.F. REQUIRED I THESE PLANS ARE AN INSTRUMENT OF_ }— — � SERVICE AND ARE THE PROPERTY OF PROVIDE (2) DRYWELLS @ 3'G"X 8' dia. (147.8 C.F. EA.) �1 THE ARCHITECT. INFRINGEMENTS LL ° I - I WII I �, BE PROSECUTED. pm +.. 3 2 3 O co S ITE PLAN I - LF IN I w I � pw M®A A MCLIENT /OWNER Mk ai THOMAS SPURGE RESIDENCE EXISTING 20'-0"dpia. DECK P A R T B A 5 E M E N T I L A N 3 145 MANt1AN _- PMSET AVE. REVI5ED/A5-13UILT GREENPORT, N.Y. I Y"SOLID LAMINATED RIM JOIST - rw BELL FOOTING(TYP.) SCALE: 1/4" P-0" M oll (2) 2x8 GIRDER(TYP.) e - -e- - e EXISTING 20'-0" dia. DECK C-3 FROJECTTITIe cU (2) 2x8 GIRDER(".) ci R I Y2 SOLID LAMINATED RIM JOIST \ ADDITION C @) 1 xG DECKING N N (2) 2x8 GIRDER(TYP.) 2x8 JOISTS P.T. @ I G"O.C. A• /�� DRAWING TITLE — a — G _ — _e — — GRADE 774 5'-0"TYP. (2) 2x8 GIRDER P.T. (TYP.) [� SITE PLAN All WOOD IS TECO POST GAP CONNECTORS �' PART FOUNDATION PLAN PRESSURE TREATED IN BELL FOOTING DECK PLAN * DETAILS (2) 2x8 GIRDER(Tl'P.) p e - ---e - 5" AS BUILT rr Q U BELL FOOTING OW.)OW.) 1®� PRINT DATE SCALE r 7 SEPTEMBER, 201 G AS NOTED ISSUE Imo' DETAIL I BELL FOOTING(TYP.) Lo d IT(�l!.`agC.y,r,71074 07 T1 IE 1�AIS DRAWING NO. pzq DETAIL I F . r. T PR! CT r L � • EC F I L " �I. .1 c ����.. ��� ISI K RAM NG PLAN �: AS—BUILT ��:.��F� ,T �.�.��,.-. .:a ;e -BUILT I I �.k T I f,.. Il�]1 ' ~ 1 SCALE: 1/4" = I -O" SCALE: 1/2" = I'-o" ``�{xd-� rr.si °�•":€i�Ip[`tE �4``:=P' PON REF. NO. DO NOTFROCEED WITH RETAIN STORM WATER RUNOFF FRM,,11NG UNTIL SURVEY PURSUANT TO CHAPTER 236 OF FOUNC?ATION LOCATION HA5 0f;E1\4 APPROVE OF THE TOWN CODE. � 3 4 5 6 7 8 9 10 II 12 13 14 15 I 16 17 ISSUES/ REVISIONS C ,^ APPROVED AS filOTED CLIMATIC AND GEOGRAPHIC CRITERIA COMIPLY WITH ALL CODES OF GROUND SNOW LOAD 20 P5F (PER FIG. R301.2 (5) RCNY5) DATE: 3� /13 B.P.-# - ���� NEW YORK STATE & TOWN CODES WIN° SPEED 120 MPH (PER FIG. 8301.2 (4) RCNY5) NEW CONCRETE STAIRS 1, o.. !�• K BY: -17�' AS REQUIRED AND CONDITIONS OFSEISMIc DESIGN CATAGORY B (PER SECT. 8301 .2(2) RCNYS) FEE: k �, ,_ „ ,_ ,� � ,� NOTIFY BUILDING DEPARTMENT AT WINTER OE51GN TEMP I I Of (PER TABLE N 1 101 .2) G-I I 4 5 6 3 G' 0 4'-G' �+ 765-1$02 $AM TO 4 PfL1 FOR THE �6>/s SOUTHOLDTOWNZSA FLOOD ZONE ( N/A ) (PER FEMA MAP) FROST LINE DEPTH 30" M FOLLOWING INSPECTIONS: -----_SO u_r "r" ' ARD WEATHERING PROBABILITY SEVERE (PER FIG. 8301.2(3)RCNY5) I 1. FOUNDATION - TWO REQUIRED ,IT4N_ ,, , SES DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) FOR POURED CONCRETE ROOMS OTHER THAN SLEEPING 40 P51 (PER TABLE 301.5 RCNY5) 2. ROUGH - FRAMING & PLUMBING --_- .YS"REC SLEEPING ROOMS 30 P51 (PER TABLE 301.5 RCNY5) 3. INSULATIONSLEEPING WITH LIMITED STORAGE 20 P51 (PER TABLE 301.5 RCNYS) • 4. FINAL - CONSTRUCTION MUST ATTICS WITHOUT STORAGE 10 P51 I � REMOVE EXISTING FOUNDATION ALL, REPLACE BE COMPLETE FOR C.O. STAIRS 40 PSI (PER TABLE 301.5 RCNY5) I aLL, I WITH CONCRETE BF�SE FOR CHIf�1NEY AS SHOWN. �w ALL CONSTRUCTION SHALL MEET THE OCCUPANCY OR REQUIREMENTS OF THE CODES OF NEW PROVIDE CLEAN IO T FOR FIREP ACE ASHES. YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL �, DESIGN OR CONSTRUCTION ERRORS. WI'I"R®U! CERTIFICATE ' I I � I o I I • F OCCUPANCY PLUMBER CER TIFIC,4 TIOV ON LEAD CONTENT E'=FORE / - �- CERT/FICATEOFOCCUp,�A`��r+y N/O/F NANCY SPURGE (DWELLING WITH PUBLIC WATER) / 505 oNe`e�2C) REPAIR —I `r SOLDER USED IN WATER 71 .77' 5��° o' e� I I �'"' FOUNDATION AS 1 2" #5 REBAR SUr�PLYSYSTEMCq °N 48.23' �� N68°35'So"w _ _ _ _ �� DRILL EPDXY �. NNC�T EL 9.G' 90.00' EL 8.6' 3� ��1� PN�PN NECESSARY IN r. E.iCEcD 2/l0 OF 1%LEA THIS AREA. � G" INTO I I o �o N` o �1 6'-I 1° `� HW � 3'G" x 8' dia. rywell ° O �P� � EXISTING ( I P PLUMBING �' �` _ N 3�C dia. dr II _ ����� I FOUNDATION @12" O.C. I • ALL PLUMBING WASTE 5W ( Ln m S`S �� I NI I -7 8" TJI 560 &WATER LINES NEED Q v I N � � I I / VERTICAL. 2" PO LD CONC. SLAB, TESTING BEFORE COVERING OD 1p DI 20'-10" @ 12 O.C. EXISTING ONE STORY FRAME HOUSE TO BE I I ( � �► �x. } c� DEMOLISHED, EXCEPT FOR FOUNDATION TO ° 1 N t��•m �� ;�. 5�,. z 1 1'-4° I w REMAIN `n ►- » � LL U t; w PROPOSED RECONSTRUCTION OF FIRST FLOOR c3 g CUT AWAY EXI FO TION W PW Q AND NEW SECOND FLOO o I p R ADDITION w ! TO PROVIDE ACCESS T NEW CRA g: BASED ON SURVEY OF I I 0 SPACE. (nI PROPOS O Fo TORY ADDIAON =N I v CRA PACE - DESCRIBED PROPERTY 51TUATE zI I w NEAR GREENPORT, TOWN OF 50UTHOLD m 3"05TD. WT. STL. COL N Q PPPP05ED TWO ST Q SUFFOLK COUNTY, N.Y. STORY ADDITION PROF05 D NEW z TAX MAP NO. 1000-43-01-07 I I F I CONCRETE FILLED, W/ G' Q.xT I I • •\ SEPTIC 5 5T M ! w SURVEYED FOR THOMAS SPURGE BOTTOM PLATE AND 4" 8 'Xill TOP /�� ©2009 / v I `° z AND NANCY SPURGE I I EXISTING BASEMENT PLATE (TYPICAL). 4 ALL RIGHTS RESERVED "' I ° �' 1 I D-/ SURVEYED AUGUST 30 2012 I _ (D N AREA O� EX15TYG LP LP LP m T ST HOLE I o O AREA = 9,000 SF., OR 0.207 A. THESE PLANS ARE AN INSTRUMENT OF SEPTIC SYEM - —� SERVICE AND ARE THE PROPERTY OF TO BE ABANDONED LP LP F�rULO�C*TION 0 SURVEYED BY PECONIC SURVEYORS, P.C. O I FT#5 REBAR DRILL EPDXY G" /�'1 THE ARCHITECT. INFRINGEMENTS WILL cv / ° ALLOWABLE LOT COVERAGE: 1 ,800 SF. (20%) I I w NTO EXISTING FOUNDATION @ 1211 BE PROSECUTED. SER z 1, f z ^"L 7.9 d��R PFQX �T1=� _ EL 8. ' I I I C. VERTICAL. 90.00' SERVICE LOCATION 90.00' z 5�j� TOTAL EXISTING: 892 SF Amok N5803550"W PROPOSED: 809 SF ^� I TOTAL : 1 .701 SF (15.9%) > EDGE OF PAVEMENT ELEVATIONS REFERENCED TO N.A.V.D. 1988 ( I L - • ' `n "x2'-0"x 12"D FOOTING BEL W S�AB I I ' DRAINAGE CALCULATIONS P SLAB TO SET NEW FOOTING ON SO L, I I �� CH SLAB AS NECESSARY MANHAN5ET AVENUE 1 ) 0 I I` "'"1 EL 8.3' TOTAL ROOF AREA: 17015.f. , ON 1701 x I x 0. 17 = 289. 17 C.F. REQUIRED EL 8.0' PROVIDE (2) DRYWELL5 @ 3'G" X 8' clia. (147.8 C.F. EA.) I CUT AWAY EXISTING FOUNT ION WALL TO 15-3 1/4" lit°r I PROVIDE ACCESS TO NEWffNDATION �1 AND STAIRS. I l (DWELLING WITH (VACANT) - / CLIENT/OWNER PUBLIC WATER) wN STEP FOOTING o s SITE PLAN DOWN D SCALE: I"=20'-0" 12" #5 REBAR DRILL EPDXY G" INT I I THOMAS SPURGE E IST1YG FOUNDATION @ 1 2" O.C. ( I RESIDENCE V RT14AL. I 1 1 -7/8 TJ13G0 I I 11=41 3 145 MANHANSET AVE. � I N D I I I I I ( ,yl GREENPORT, N.Y. @ 1 G O.C. I I N /WWI I I I I /i•�i G'-G 112" 2'-9 1/2" SPURGE RESIDENCE GARAGE ( I m o .�' SPURGE RESIDENCE WINDOW SCHEDULE "Feb. 1 1, 2013" _ -o N , DOOR SCHEDULE "Feb. 10„ 2013" PROJECT TITLE No. LOCATION 51ZE TYPE NOTES I BASEMENT — No. LOCATION SIZE TYPE SWING HDW NOTES �— FIRST FLOOR UP FIRST FLOOR EXTERIOR DOUBLE JOISTS PROVIDE 4" SLAB ON TAMPED I Living Room TW 21 04 10 Andersen 400 WITH TWT 2 1010 TRANSOM EARTH WITH GxG / I Ox 10 I I w ADDITION G I Garage I G'x 8' Overhead w/ Motor Control 2 Living Room TW 2104 10 series tilt-wash WITH TWT 21010 TRANSOM I I W W M I � 3 Living Room TW 2104 10 Double hung WITH TWT 2 1010 TRANSOM t I Front "3'0""X G' 8""" RH LOCKSET ALL LOCK5ET5 TO BE KEYED TOGETHER 4 Dining Area TW 2832 except as noted WITH TWT2810 TRANSOM N r' 2 Rear/Garage "3'0`1 X 08'""" RHR LOCK5ET 5 Dining Area TW 2832 WITH TWT2810 TRANSOM 3'-2' 3'-0" N 3 Rear g 2'G"'X G' 8""" RH LOCKSET Garage I 10 WOOD BASEMENT � 4 Gara eG /House "2'G""X C,' ,5""" RH LOCKSET 7 Garage TW 2 103 10 DRAWING TITLE 8 Kitchen "3' 0 X 4' 8' FLEXIFFAME VERIFY SIZE STAIR 14R@7.265" I '�' SITE PLAN FIRST FLOOR INTERIOR 9 Living Room TW 2 104 10 WITH TWT 21 010 TRANSOM 10 Living Room TW 210410 WITH TWT 21010 TRANSOM TREAD @9.5u I N rri CLIMATE CRITERIA 5 Ba5ement/5tair "2'G""X 08" RHR PA55AGE 11 Living Room TW 2 104 10 WITH TWT 21010 TRANSOM G'-G 1/2" PER LOAD CALCULATIONS G Powder Room 20 X G' (5 LH PRIVACY FOUNDATION PLAN 7 Closet "2'G""X G' (5 LHR PASSAGE SECOND FLOOR SECOND FLOOR INTERIOR 12 Bedroom I TW 210410 Egress STEP FOOTING NW' DOOR WINDOW SCHEDULES 13 Bedroom I TW 2104 10 Egress LF --aDOWN NW' 8 8 Bathroom I "2'G""X 08 POCKET PRIVACY 14 Bedroom I TW 2 104 10 Egress 1 �II PRINT DATE SCALE 9 Closet "2'G""X Gib POCKET 15 Bedroom I TW 210410 Egress 10'-0 5/8" 291-97/811 FEB.14, 2013 1/4" = 1'-0" 1O Bedroom I "2'G""X G'8""" POCKET PRIVACY IG Bedroom I TW 28310 1l Laundry "5' 0""x 08" BI-FOLD PAIR 17 Bedroom I TW 2831 O ISSUE 12 Bedroom 2 "2'G""X 08 LH PRIVACY 18 Hallway TW 28310 �r 13 Bathroom 2"2'G""X G'8""" POCKET PRIVACY 19 Hallway TW 28310 14 Closet "2'G""X G'8""" RHR PASSAGE 20 TV Room TW 210410 Egress 15 Bathroom 3"2'G""X 08 POCKET PRIVACY 21 TV Room TW 2104 10 Egress PA-04 DRAWING NO. M 22 TV Room TW 2104 10 Egress d-- IN1 0 U N D A T 1 O N '� 23 Bathroom TW 2421 O c, . , L r0� 24 Bedroom 2 TW 2 104 10 Egressqpq 25 Bedroom 2 TW 210410 Egress � �''-�` �'�''-'-'�" ;� -� �I 2G Bedroom 2 TW 2 104 10 Egress 27 Bathroom TW 24210 y : i1, D.e Ti r i 1111 28 Bathroom TW 24210 "`` "'"�' ¢ TE!, -� e.k �• ..�4 r— D A 5 E M ENT PLAN � � 3 I •�Y•'M : ': t.`° -"L'`':i•;"; t�,a '� •'�•f" ���� 1®11 P1FS REF. NO. 0'- SCALE • 1411 = 1 I_OII ` _ :'�`•` R. =° �;> �____ 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS ^Z 4 l;v pQ I I'-G" 4--0" K � I \ ;r• -4* II pQ UQ t~ M I I )Ln SIZE "C" BILCO DOOR WITH 24" EXTENSION PANEL. -3" 24'-7" 15-3" NEW BRICK CLAD 4'-G" 10'-9" 10'-8 112" 3'-3" 2'-8" 2'"0" G'_p° -ay MA5ONI,Y CHIMNEY WITH FLUE FOR NEW BRICK CLAD CHIMNIEY ! A MECH.E UIP. I WITH FLUE FOR 14 15 MECH.EQUIP.2-71111111 J MASONRY — �— FIREPLACE �(2)2"xG"W/DBL • 5' 0" . JACK STUDS. �� 1 i l I 13MOM I? PROVIDE (2) 2"x 10" HEADER pop — E D f�00I�/� I 16 �; m 1 0 I TYPICAL EXCEPT AS NOTED. � 12 N O O 14 TJI 5GO @ 12 O.C. � � m , cf) O N 1 N O `� POCKET mElm GREAT f�O O M � I — — — — DOOR 28 8 2'-0" i — FINISHED FLOOR TO BE SELECTED. c\ I WALK-IN POCKET x l O O[3141 I CLOSET ►� Ln 0 � EQ EQ PER� � F ------- POCKET ~ �� G O N I ®,® 3-O 6'-7° (1(�o�i DOOR P m ,n Q/2 mm(2)2"xG"W/DBLo CLOSET • m JACK STUDS. ® - —————48" 27„ O — — — —�- -N O 14" O O ALL RIG RESERVED (02009 2'-0" 2-G G 1/2Ln MICRO NL NWAV - 13 4'-6 I/2" THESE PLANS ARE AN INSTRUMENT OF � SHELF WIT6 ROD. Q m SERVICE AND ARE THE PROPERTY OF POCIKET THE ARCHITECT. INFRINGEMENTS WILL 4'-0" 4'-0 1/2" `, BE PROSECUTED. 10' " EQ EQ A% 26 B DRbOM 2 2 = . N 1 O A3 � oO -1 Ln • N O N I 1 ° I • KITC m I I T (2)2"xG"W/JACK STUD — — q TYPICAL@ OPENING I — 12 — EQ C FRIDGE (2) 1-3/4"x 14" LV (2)2"x 10" HDR EXCEPT AS w, 5/8" STL. PL. NOTED. N — _ 17711 NEW N 5. I„ I/ I I /I9'-711/2" /4'-O" 15'-3" f CLIENT/OWNER 2I z 3 112" oo, - POURED U N [� CONCRETE OFFICE 06 m STEPS. uj NOOK I THOMA5 SPURGE UP g I / — — — — 20 RESIDENCE � 3'-G �„ 3 145 MANHAN5ET AVE. I 4'-I" 1'-10 1/2" PROVIDE v O 4 HAND RALIS. U GREENPORT, N.Y. - W O3'-3 I/2" 1, 3'-3 I/2" h � I - - 912° GARAGE N - O POCKET TV ROOM ° (2) 1-3/4"x 14" LVL — — 15 N DOOR N N w. 5/8"STL P . X ' DN v 2GG8 _ owl 3'-3 I/2" 2'-10 1/2" m 4 2 2 � DN 14R @7.G" N — — — — — _ �PAZ PROJECT TITLE SMI N UP GR @7.9" N a ADDITION • 3'-4" 3'-4" • A m 5 1/2" m DRAWING TITLE - - - - FIRST FLOOR PLAN 6'-7" CLEAR O 06 23 SECOND FLOOR PLAN i I � 4'-9" 5-3" 1 1'-4" � 1 0'-1 R " 29'-10" 10'-0 1/2" 29'-10" v PRINT DATE SCALE p Q 3 p Q U Q FEB.14, 2013 114" = 1'-0" A3 U ISSUE,,, E I R 5 T E L 0 0 R P L A N I EXISTING EXCEPT S E C O N D F L 0 0 R P L A N EXISTING EXCEPT NEW CONSTRUCTION AS INDICATED. NEW CONSTRUCTION AS INDICATED. / ��ee1 DRAWING NO. SCALE: 114"= I '-011 A2 SCALE: 1 /4"= I '-011 A2 cy =ii y i 1 tom' � i�F NL REF. NO. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/ REVISIONS p%j jok r� ;~ K M r ASPHALT SHINGLE ROOFING • ASPHALT SHINGLE ROOFING DRIP CAP vd J PRO (TYP) PEM LF • a"x4" AZEK CASING (TYP). ASPHALT SHINGLE ROOFING A I®' -- CEDAR SHINGLE SIDING r� CEDAR SHINGLE SIDING DRIP CAP ®5"x4"AZEK SII CASING (TYP).LL r r-1 ISI pmq Ao ow G CEDAR SHINGLE SIDING • ©2009 ALL RIGHTS RESERVED 5 0 U T h E LEVATION W E 5 T ELEVATION 3 � THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF SCALE: 114" I '-0" A3 SCALE: 1 /4"= 1 '-0" A3 .M THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. 1�1 ^1 • ASPHALT SHINGLE ROOFING r Oak ASPHALT SHINGLE ROOFING CLIENT/OWNER ASPHALT SHINGLE ROOFING DRIP CAP THOMAS SPURGE (TYP). _ DRIP CAP. RESIDENCE -FF A 3 145 MANHAN5ET AVE. D ® ® - 5ix4" AZEKAwo GREENPORT, N.Y. 4 CASING (TYP). Mow LLI L�j [�J LA CAS 1 N G E(TYP). CEDAR SHINGLE SIDING CEDAR SHINGLE SIDING N N :9 PROJECT TITLE N CEDAR SHINGLE SIDING N ADDITION ® NEW BRICK CHIMNEY r DRAWING 71TLE rLl � r ISI ELEVATIONS /e!I PRINT DATE SCALE r FEB.14, 2013 114" = P-0" ISSUE •, NORTh ELEVATION o �, ' 41v.� 2 EAST ELEVATION 4 DRAWING NO. SCALE: 114"- 1 '-0" A3 = _ SCALE: I /4" I '-0" A3 r` G- �``.�� REF. NO. _... I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES/REVISIONS �A v K M r • P �•I • Mw ow . s r r� Aft s oI omk, 111w, RIDGE VENT RIDGE VENT 1/2" CDX RATED PLYWOOD SHEATHING 1/2"CDX RATED PLYWOOD SHEATHING ASPHALT ROOFING ASPHALT ROOFING 2"x 1 2" RAFTERS@ I G"O.C. 2"x 12" RAFTERS@ 1 6"O.C. ISI! 2NG" COLLAR TIES R-38 BATT INSULATION R-38 BATT INSULATION @ I G"O.C. 2"x6 COLLAR T ES • ©2009 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF r1! SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL o M, BE PROSECUTED. A' PROVI E SIMPSON m JOISTS HANGERS, momk 2"x6" RAFTERS @ 16"O.C. `� PROVI E IN JOISTS S Nin R-38 BATT INSULATION REO'D Y MANUFA URE. u + j in m N 5/4"AZEK TRIM CXSMS&M 14"TJI 5GO@ 12"O.C. � XXXX� VJUCX� 14"TJI 5GO@ 12"O.C. v • (2) I-4'x 14" LVL PROVIDE R-22 BATT (2)1-3/4"x 14" LVL WITH 5/8"5TL. PL. 2"GYP.BD. TAPED 2"x6"@ 6"O.C. FLOORSION BETWEEN M/ SPACKLED * (3) AZEK BEAD BD. ., COATS PAINT. R-19 BATT INSULATION Q I/2"CDX PLY RATED SHEATHING w U CEDAR SHINGLES (TO BE DETERMINED). A %w FINISHED FLOOR TO BE DETERMIN D CLIENT/OWNER CDX PLY SUB FLOORL -u m N r I I-7/8"TJI 5G0@ 12 O.C. 1 1-7/8"TJI 5GO@ 12"O.C. 5� R-22 BATT INSULATION - R-22 BATT INSULA1ION 91 `o - 3-2"x9-4" I .9E i N NEW CRAWL _ C~ THOMA5 SPURGE MICROMLLAM LVL — 3-2"x9-4" I .9E i SPACE MICROMLLAM LVL _ RE51DENCE 3 145 MANHAN5ET AVE. 2'-0"x2'-0"x12"D _ o 2'-0"x2'-0°x12"D GREENPORT, N.Y. FOOTING, EXISTING BASEMENT TO BE REPAIRED z0 o FOOTING, EXISTING BASEMENT TO BE REPAIRED CHOP SLAB TO SET CHOP SLAB TO SET I�1 (3)#5 REBAR 2' POURED NEW FOOTING ON SOIL, CONTINUOUS CONC. SLAB. NEW FOOTING ON SOIL, PATCH SLAB AS D PATCH SLAB AS NECESSARY Z N NECESSARY (TYP) o D e S E C T I O N 4 5 E C T 1 0 N PROJECT TITLE AA BB SCALE: 1/4"=I'-0" SCALE: I/4"=I'-0" POP ADDITION C DRAWING TITLE `► SECTIONS PRINT DATE SCALE FEB.14, 2013 1/4" = 1 -O" s ISSUEpop R 1�1 DRAWING NO. ARP1,T!I d fir' 0 s L ISI 21 %e REF. NO. :C, . a I 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ISSUES/ REVISIONS w RIDGE VENT v 1/2"CDX RATED PLYWOOD SHEATHING �r K ASPHALT ROOFING 2"x 12" RAFTERS@ I G"O.C. 1�1 R-38 BATT INSULATION 2"xG"COLLAR TIES W/ • �I in 2"xG"@ I G"O.C. Poo_ J R-1 9 BATT INSULATION 1/2" CDX PLY RATED SHEATHING---- • CEDAR SHINGLES----,. (TO BE DETERMINED). wo I•I ()()� ���)()(�; I w 14"TJI 5GO@ 12"O.G. -CXX)^LXXX X X�' A r PROVIDE R-22 BATT PROVIDE R-22 BATT ►- INSULATION BETWEEN INSULATION BETWEEN © � pop A FLOORS. FLOORS. r^j i • ®I L==�j SIZE"C" BILCO ACCESS WITH A 24" EXTENSION PANEL. r' IAeI PER CIA NEW 4" REINFORCED WITH (GxGx I Ox 10 WWM) G IN POURED CONCRETE SLAB. J � � z O0 • 00 (3) #5 REBAR —8"x 16" POURED o m CONTINUOUS CONCRETE FOOTING. z D ©2009 ALL RIGHTS RESERVED � p Z THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL SE C T I O N � BE PROSECUTED. CC Oak' SCALE: 114"=)'-O" ^j • RIDGE VENT—., 2"x 12" RAFTERS@ I G"O.C.� ISI 1/2" CDX RATED PLYWOOD SHEATHING ASPHALT ROOFING r i I®I 2"x 12" RAFTERS@ 16"O.C. =1 R-38 BATT INSULATION001 2"xG" CC LLAR TIES \ R-38 BATT INSULATION r @ I GO. . r CLIENT/OWNER I, 2"xG"@ I G"O.C. ® THOMAS SPURGE R-19 BATT INSULATION RESIDENCE �1 D1/2"CDX PLY RATED SHEATHINGSILI L�j A 3 145 MANHANSET AVE. L coo GREENPORT, N.Y. CEDAR SHINGLES----_ (TO BE DETERMINED). �XX)CXX)� 14"TJI 5GO@ 12"O.C. -CXXXXX�W ^CX)'XS I TJ 5G @ 12" C. PER s Ao plo �I PROJECT TITLE sC pop ADDITION LLJ LL.J LL==J—. DRAWING TITLE SIZE "C" BILCO ACCESS WITH (� 24" EXTENSION PANEL. CXX�(XX)� �CXX�CX(_XXL I I-7/8"TJI 360 �XxXX��XX�(XX)��000 1- 8" JI 5 0@ 12" C. SECTIONS R-22 BATT INSULATION 3-2"x9-4" 1 .9E-4 MICROMLLAM LVL �1 I■wl R Alit V r•II 2'-0"x2'-0"x 121D FOOTING, EXISTING BAS ENT TO BE REPAIRED PRINT DATE SCALE r � FEB.14, 2013 114" = 1'-0" CHOP SLAB TO SET a ISSUE NEW FOOTING ON SOIL, PATCH SLAB AS NECESSARY (Tyr) DRAWING NO. M 5ECT10ND POO DD _ - -- scALE: !/a°-I'-o° SSS PA REF. NO. ffI \ I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES/REVISIONS ^l 1 A A re►v K�.� M v� e pow P-11 J Poo e G MM) r ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL IMI BE PROSECUTED. 1A 1- olp� I r ^1 e f ISI r A CLIENT/OWNER 1 1 THOMAS SPURGE RE5IDENCE 3 145 MANHAN5ET AVE. D GREENPORT, N.Y. PM W Ao wo PROJECT TITLE ROOf PLAN001 SCALE: I/4"=I'-0" AFj o ADDITION r DRAWING TITLE r ROOF PLAN B oo PRINT DATE SCALE r ISSUE } y l ,J M DRAWING NO. I�1 17 '7 e {fir r A • c�nn .- n!i-. 6r,r REF. NO. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/ REVISIONS 1/2" SPACING ;t RE51 DENTIAL GENERAL NOTES -- ,I.N'G A, T -L '- ALLOWS TIONHOLWN 9. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL INSTALLATION MISC. GENERAL NOTES BE EPDM OR APPROVED RUBBERIZED MEMBRANE. awl. 10. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS I . THI5 PROJECT IS RECONSTRUCTION AND AN ADDITION TO AND CRICKETS SHALL BE ALUMINUM. 204 CORNER STUD �` END LL CONNECTED TO AN EXISTING FAMILY RESIDENCE, CLASSIFIED AS R-3. 1 1. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS TRANSFER SHEAR 2. THE HEIGHT OF THIS BUILDING AS DEFINED BY THE OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE THE FLOOR AREA IS 1640 SQ.FT. FOR THE FIRST FLOOR, USED AT INTERSECTION OF ROOF AND CHIMNEY, AND (2)I Gd COMMON ~ RESIDENTIAL CODE NEW YORK STATE IS 19'-6". ROOF AND WALLS. Q NAIL5@6"O.C. M A AND I G40 SQ.FT FOR THE NEW SECOND FLOOR. 12. INSULATION SHALL BE BATT INSULATION OF THICKNESS o FND 3. THE TYPE OF CONSTRUCTION IS TYPE V(B). INDICATED ON THE DRAWINGS AND SHALL BE 242 LB. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 DENSITY FIBER-GLASS BATTS CONFORMING TO THE RESIDENTIAL CODE OF N.Y.S. AND THE AF* PA WOOD FRAME SPECIFICATIONS FOR PRE-FORMED FIBROUS GLASS CONSTRUCTION MANUAL 1995 55CHIGH WIND EDITION INSULATION. NAAMM STANDARD 51, 1 b-70. 5. DESIGN LOAD CALCULATION ARE BASED ON: 13. NEW INTERIOR DOORS SHALL MATCH EXISTING. LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. 14, NEW HARDWARE SHALL MATCH EXISTING. CORNER DEAD LOAD: CALCULATED AS PER 8301 .3 AS PER RCNY5. 15. GYPSUM BOARD SHALL BE EASED EDGE TYPE, v SNOW LOAD: 45 PSI GROUND SNOW LOAD (AS PER FIG. 8301 .2(5) RCNYS. CONFORMING TO ASTM C3G, AND SHALL BE SEISMIC DE51GN CATAGOKY B. 15HEETROCK 5W" BY U.S. GYPSUM CO. OR APPROVED Poo Vv WIND UPLIFT AND EXPOSURE CATAGORY 'C", FOR EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE y HOLD DOWN 120 MPH 3 SECOND GUST. I G. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED 2 LOCATION LIVE DEAD DEFLECT LIMIT AND SPACKLED THREE (3) COATS. ALL EXTERIOR AS NEEDED 11211=1'-0" CORNERS SHALL HAVE METAL CORNER BEADS. Ist FI. 40 LB 12 U360 NAILING SCHEDULE ° 2nd FI. (SLEEP AREA) 30 LB. 12 U3GO FINISHES (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR ATTIC (NON STORGE) 20 LB. 10 U3GO ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) RIDGE ROOF 20 LB. GROUND SNOW 15 LB. U3GO I . CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS M� AND INSTALLED WITH THIN SET ADHESIVE. JOINT DESCRIPTION NUMBER OF NAIL5 NAIL SPACING G. THE ARCHITECT ASSUMES NO KE51`05115ILITY FOR THE CONSTRUCTION 2. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR MOORE OR APPROVED EQUAL, APPLIED IN ACCORDANCE ROOF FRAMING RIDGE TEN51ON STRAP 'var a` SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. WITH MANUFACTURER'S SPECIFICATIONS AND RAFTER TO TOP PLATE (TOE-NAILED) 3 PER RAFTER �11114 THERE ARE NO WARRANTIES, NOR ANY MERCHANTI6ILITY OF FITNESS RECOMMENDATIONS. COLOR TO BE SELECTED. CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 PER J015T ift FOR 3. EXISTING INTERIOR WALLS AND CEILINGS SHALL BE A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP rlo PLANS. CLEANED AND REPAINTED. NEW WALLS AND CEILINGSPER 7, CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. SHALL BE SEALED AND PAINTED. PAINTING SHALL BE TWO CEILING JOIST LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. (2) COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, RIDGE STRAP (EACH END) 2 PER TIE . BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END COLOR TO BE SELECTED 1 8. CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MIATERIAL AND EQUIPMENT 4. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END SHOWN,LI5TED, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO AND FINISHED WITH TWO (2) COATS BENJAMIN MOORS WALL FRAMING RIDGE RD ° QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS NOTED. CONTRACTOR LATEX ACRYLIC SEMI-GLOSS PAINT .SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO TOP PLATE TO TOP PLATE (FACE-NAILED) 2-1 Gd PER FOOT COMPLETE THE WORK. TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I Gd JOIST EA.SIDE 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH HVAC STUD TO STUD (FACE-NAILED) 2-16d 24"O.C' OPED SEAT MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. I . PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES ISI 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-1 Gd,,4-1 Gd PER 2x4, 2xG, 2x8 RESPECTIVELY JOIST HANGER. r AND CERTIFICATE OF OCCUPANCY. HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, WOOD BEAM PER WFCM SBC TABLE 2.4 I�I AS REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, END JOIST OR BLOCKING (FACE-NAILED) 2-1 Gd PER FOOT PROVIDIAG G EA. 8D COMMON NAILS OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE RIDGE IN EACH END OF 1-1/4" 20 GAGE STRAPS r DEMOLITION THE WORK. FLOOR FRAMING PIE, I. CONTRACTOR SHALL DEMOLISH THE EXISTING FRAM E STRUCTURE AS NECESSARY, JOIST TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST FOR 120 MPH FASTEST WIND SPEED. Ro AND REMOVE DEBRI5. PLUMBING BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END 2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL CR055 SECTION END VIEW OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. I . PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, BLOCKING TO JOIST (TOE-NAILED) 2-ad EACH END T� 3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO E=XISTING WORK EUIPMENT, AND SERVICES NECESSARY TO COMPLETE ALL BLOCKING SILL OR TOP PLATE (FACE-NAILED) 3-1 Gd EACH BLOCK rer AS CL05ELY AS POSSIBLE UNLESS OTHERWISE NOTED. NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS LEDGE STRIP P TO BEAM (FACE-NAILED) 3-1 6d EACH JOIST SPECIFIED HEREIN, OR REASONABLY IMPLIED AS J015T ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER J015T 4. EXISISTRUCTURE AND INTERIORS TO REMAIN SHALL REMAIN AND SHALL N. PROTECTED NECESSARY TO COMPLETE THE WORK. BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER J015T 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REM ° AS NECESSARY SSARY DURING DEMOLITION AND CONSTRUCTION. 2. ALL FIXTURES, FAUCETS, ACCESSORIES, ETC. SHALL BAND J015T TO SILL OR TOP PLATE (TOE-NAILED) 2-I Gd PER FOOT CONFORM TO THE NEW YORK STATE ENVIRONMENTAL NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR CONFOR TO LAW WITH REGARDS E E WATER SAVING ROOF SHEATHING HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT A,5 NECESSARY. 5TRUCURAL PANELS 8d (TABLE 3.8) A ©S RE AND CONSEVATION. ALL FIXTURES SHALL BE ON THE d ALL RIGHTS RESERVED FOUNDATIONS APPROVED LIST OF CERTIFIED WATER SAVING PLUMBING DIAGONAL BOARD SHEATHING /pl FIXTURES" AS PUBLISHED BY THE NEW YORK STATE I"xG"OR I"x8" 2-8d PER SUPPORT THESE PLANS ARE AN INSTRUMENT OF 1 . ASSUMED SOIL BEARING CAPACITY. 1,500 Ib./Sc).Ft. DEPARTMENT OF ENVIRONMENTAL CONSERVATION. I"x 10" OR WIDER 3-8d PER SUPPORT ° SERVICE AND ARE THE PROPERTY OF 2. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 p5i. - 28 DAY TEST. 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE ° ° /}� THE ARCHITECT. INFRINGEMENTS WILL 3. ALL FOOTINGS TO REST ON 12" BELOW VIRGIN, UNDISTURBED SOIL. PERFORMED BY OR UNDER THE SUPERVISION OFA CEILING SHEATHING IM BE PROSECUTED. PROPERLY LICENSED MASTER PLUMBER. UPON GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER GENERAL CONSTRUCTION CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. WALL SHEATHINGAuk I. PROVIDE ALL LABOR, MATERIALS, TRAN5POKTATION, EQUIPMENT AND 4. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR 5TRUCURAL PANEL 61) (TABLE 3.9) r SERVICES NECESSARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED ALL PERMITS, CERTIFICATIONS, LICENSES AND FIBERBOARD PANELS BY THE DRAWINGS AS SPECIFIED HEREIN, OR REA50NABLY IMPLIED AS INSPECTIONS ASS REQUIRED BY LOCAL, STATE, AND 7/1 G" GD 3"EDGE/G" FIELD NECESSARY TO COMPLETE THE WORK. FEDERAL AUTHORITIES, /-ND ANY OTHER APPLICABLE 25/32" 8D 3"EDGE/G" FIELD 2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. JURISDICTION. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD ° 3. INTERIOR TRIM SHALL MATCH EXISTING. HARDBOARD 8d (TABLE 3.9) 4. FRAMING ELEMENTS: ELECTRICAL PARTICALBOARD PANELS ad (TABLE 3.9) A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- I . FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, DIAGONAL BOARD SHEATHING LARCH STRUCTURAL GRADE NO.2 OR BETTER.. TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR I'NO OR I"x8" 2-5d PER SUPPORT B ALL SHEATHING TO BE APA RATED, EXPOSURE 1, THICKNESS AS INDICATED. PROPER AND COMPLETE INSTALLATION OF ALL NEW I"x 10" OR WIDER 3-8d PER SUPPORT PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-114"x ISI C ALL SUB FLOORING TO BE APA RATED 5TURDl-I-FLOOR, EXPOSURE 1, ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, FLOOR SHEATHING 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION � 3/4" MIN. THICKNESS. BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY STRUCURAL PANELS AT ALL HEADERS AT RAFTER WALL CONNECTION (TABLE 3.38) WFCM-1995 f 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, __ SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION I"OR LESS ad G"EDGE/ 1 2" FIELD 9 FOR 120 MPH FASTEST WIND SPEED. 1111101111UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL EQUIPMENT, CONNECTIONS TO APPLIANCES, GREATER THAN I" 1 Od G"EDGE/G" FIELD o BE A MIN. OF(2)2"x8"OR AS SHOWN ON DRAWING. GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND DIAGONAL BOARD SHEATHING E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN I NO OR I"x8" 2-8d PER SUPPORT (~n r BEAMS AS PER N.Y.S. CODE ORAS NOTED @ 8'-0" O.C. MIN.. I"x 10" OR WIDER 3-8d PER SUPPORT ON THE APPLICABLE DRAVVING5 AND AS NORMALLY ~ d PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOF. SPECIFIED IN THI5 TYPE OF PROJECT AND INCLUDING F DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) CONNECTIONS TO PREVIOUSLY INSTALLED CLIENT/OWNER OR AS NOTED ON DRAWINGS. TRANSFORMERS AND ELECTRICAL DISTRIBUTION G DOUBLE UP FRAMING UNDER ALL POSTS AND' PARALLEL PARTITIONS OR SYSTEMS. /r AS NOTED ON DRAWINGS. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED THE 2010 ELECTRICAL CODE OF NEW YORK STATE, THE GALVANIZED METAL CONNECTORS BY '51MP5)ON" OR APPROVED EQUAL. NATIONAL ELECTRICAL CODE, NEPA NO, 70-1984 (NEC), I NAILING SCHEDULE SHALL BE AS PER N.Y.S. IEUILDING CODE AS A MINIMUM. LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND ALL 2"x6 STUDS SHALL RECEIVE 5 I Od NAIL_5 AT SILL AND PLATE. HEALTH CAT(OSHA), THE NATIONAL ELECTRICAL FLOOR WIN THOMAS SPURGE MANUFACTURERS'ASSOCIATION (NEMA)AND ANY OTHER RESIDENCE ALL EXTERIOR NAILS SHALL BE GALVANIZED. J PLYWOOD SHEATHING TO BE NAILED 8d NAIL5 @ 4"O.C. EXTERIOR EDGES APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE JOIST Aft MORE STRINGENT REQUIREMENTS WILL APPLY. MR 3 145 MAN HANSET AVE. D 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL Xz AND 6d NAILS @ 12"O.C. INTERMEDIATE. K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL ,;~ GREENPORT, N.Y. L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH A GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMP50N" OR APPROVED THEY WILL BE INSTALLED. I EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE I PERIMETER JOISTS TO GIRDER CONNECTIONS. PERFORMED BY OR UNDER THE SUPERVISION OF A NEW MASTER B TH !y 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LO'W-E GLASS, WITH ARGON GAS. PROPERLY LICENSED MASTER ELECTRICIAN. 5. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR 3" VENT PROVIDE 8x bd COMMON NAILS IN EACH END OF 1-1/4"x G. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO IFIT OVER NEW WINDOWS AND ImI DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED 20 GAGE STW @ ROOF TO WALL, WALL TO WALL, AND A ACCORDANCE WITH TABLE I GO9. 1 .4 BLDG. CODE OF NEW YORK STATE. BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. Q WALL TO FOUNDATION CONNECTIONS (TABLE 3.38) � 7. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. FOR 120 MPH FASTEST WIND SPEED. 8. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/* PA WCFM-1995. G. CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH ISI PROJECT TITLE APPLICABLE CODES SHALL BE HAND o (SEE NAILING SCHEDULE) CONNECTED TO THE LIGHTING CIRCUITS WITH NO 51NK INTERVENING WALL SWITCH. LINE CORD-CONNECTED, TOILET I TUB DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE NOT ACCEPTABLE. ALARMS SHALT_BE INSTALLED ON � ADDITION I NEW SECOND FLOCK 2'-10" 2'-4 1/81' L 3'-4 1/8" y 4'-2 112" i Ilk .1fIlk " k y9 ��,13 1/8" � 1 3" � I�12 1/2" kI 2 1/2" kI 2 1/2" 1 FLOOR `V�I DRAWING TITLE I I I I ' I I 9 9 1/8" I3' 11 11 11 k GENERAL NOTES, CLIMATE N � - - - BATH � JOIST ~ � GEOGRAPHICCRITERIA, 4'-0 1/2" RIO. � ..� NAILING SCHEDULE, / N 3"0 VENT KITCHEN A = o o I o I. - - �- - I 3" VENT <a CONNECTIONS DETAIL, o PANEL SIZES AND cn r (1) CTR4010 cV ( I - PLUMBING RISER - - DI5H a• g AIRSNWASHING IKSINK WASHER \ P.,A�ISI PRINT DATE 5CALE2-2 1/8" R.O. Cn TOILET MACHINE 1.-r-)C) B DRAIN � - - J N � _ � I I I I I I I I " • a w om �=.,, 1�r v � � 1/4" 1'-0 2'-8" R.O. I SIIHOWER EXISTING •�. t u .x <"y i 2 131 12" m 11 IlkL - - - (1)TW2032 FIRST FLOOR ISSUE - - ` (4) CUSTOM #8 WOODSCREW 3'-2 I/b" R.O. (2) CX14 - _ - - UPLIFT CONNECTIONS �G` ,.� � INS ROUGH - - T. ���1 � DRAWING NO. C O N N E C T ION .5_, ...D- E T A 1i �' n . P FLU M13 NG R15ERL.z. r .-I. . V4Y _Tcr •. SCALE: I/2„-1'0" N PARTIAL NOT TO SCALE €?tj Oak D `� _. ••L ^TF• 1 REF. NO. 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS A wr Nil �d ' K M r • / v J I \ I I \ l l l \ i -' \ • I - 1\ �i L------- mai \ -_---- ~, G ® ® VENT 220V � r f- — lu WF CH U-1I / WP DRYER • Zz Q u _ \ \l / -- — — — — — / WASHER -- / ©2009 \ \ r ALL RIGHTS RESERVED \ 1 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF \ SII THE ARCHITECT. INFRINGEMENTS WILL DE PROSECUTED. HOC D OVE 4 / I UNDEP CAB NET \ ` LIGHT 3 \ s , chs' . VENT -c�efl ASI T / 6o / 0 I Fo Eli \ // A. I I I I I I I I I t NOW CLIENT/OWNER \\ I I i••o THOMAS SPURGE RESIDENCE 3145 GREEN ORNHN.Y.Y ET AVE. D 1WWI \ i DOWN I \\ \ SII DO1VN I — " — �I PROJECT TITLE O ADDITION VENT ®°® SII DRAWING TITLE �I ELECTRICAL PLANS f IK5T FLOOK SECOND ELOOK A PLAN ELECTRICAL PLAN 2 PIN A ELECT f I CL I 00 PRINT DATE SCALE SCALE: 114"=1'-0" E I SCALE: 114"= 1'-0" E I ` FEB.14, 2013 11411 = 1'-0" ISSUE 41 lvio A, i t;Y 1 ImI DRAWING NO. �I P^�DIIIII.f OST SII 7T 0 REF. NO.