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S O��OF SOUTyolo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631)765-1802 Southold,New York 11971-0959 • oly�QU�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: The Southold Town Zoning Board of Appeals FROM: Damon Rallis, Permit Examiner, Building Department DATE: May 5, 2008 Juul-Nielsen Disapproval SCTM# 100—Section 111 -Block 3 - Lot 14 Upon further investigation, we have determined that the above referenced lot is NOT merged with the adjoining parcel (1000-111-3-14). Although the parcel was merged at one time and a"waiver of merger"was denied by the Zoning Board of Appeals,the new exemption to the merger law, with respect to death, applies to this property. We have discussed this issue with the town attorney's office and we have provided supporting documentation that confirms this decision. "1 Thank you. �\ 1 Damon Rallis, Southold Town uilding Department Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with-accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is . denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 - - 3. -Copy of Certificate 6fOccupancy 4. Updated Certificate of Occupancy- $50.00 5---Temporary-Certificate of Occupancy-Residential$15.00,Commercial-$15.00 Date. U 1 s New Construction: Old or Pre-existing Building: (check one) Location of Property: !®2-5- Gl/ e��R do l t b House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section !!l Block _� Lot /-5— Subdivision Filed Map. Lot: ,Permit No. 00 3 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 6b Applicant Signature • ...............� FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) --T----------*-w-wr----- VJ FOUNDATION(2ND) C o L ROUGH FRAMING& H PLUMBING INSULATION PER N.Y. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS v C M. 0 rn 1 f na_lj 150P. L51 • a � l TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board.of Health SOUTHOLD,NY 11971 4 sets,of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT'NO. Check Septic Form N.Y.S.D.E.C.• _ Trustees C.O.Application Flood Permit Examined ,20 I Single&Separate Storm-Water Assessment Form Contact: Approved ,20 r Disapproved a/c Phone: 6'16. Expiration ,20 ui ding I pector APPLICATION FOR BUIL G PERMIT Date v , 20 INSTRUCTIONS a. This application MUST be completely filled in;by,typewriter,or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to,adjoining.premises or-public streets or areas, and waterways. - c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the BuifdingYns'pector will issue a Building Permit to'fhe applicant. Such'a permit shal l be kept on the premises available for inspection throughout the work. e.No building shall'be occupied`oi''used in*h61e:oi*iii part for'ariy purpose what'so ever until the Building Inspector' issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has-not commenced within 12 months after the,date of issuance or has not been cotitpleted,within 18 months from such;date:If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector;may authorize, in writing,the extension of the,permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE;to the Building,Depfartment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town;of Southold, Suffolk County,New Yorkand other applicable Laws,,Ordinances orRegulations, for the construction of buildings, additions, or alterations or for removal or demolition as herei'n' described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,'and regulations,'and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �(A`odthe tax'roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 16�22— Ao--, Gdd� r� V House Number Street Hamlet County Tax Map No. 1000 Section Lot Y"j{'IL+I'` ,ji i'�i�ltt���•il CSwii=li.l�.{_l�i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable : uilding Addition Alteration Repair Removal, D me oTiron Other Work (Description) 4. Estimated Cost Fee (To be paid on fling this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of carsa -la 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front . Re'art Depth Height Number of Stories 9. Size of lot: Front Rear r r' f. ''t ` Depth 10. Date of Purchase Narrie of•Forf et Owner 11. Zone'or use district iii whi'ch premises are situdted''s 12. Does proposed construction';violate any zoning lawordinarice or regblation? YES NO ., 13. Will lot beye-graded?,YES ,N,O. . Will excess fill bp rpMoved,,from_premises?.,YES NO 14. Names of•Owner of premises i.:__ Address PhoneNo. 3 Name of Architect � Address, n . ;� .. , Phone N& Name of Contractor rt W Addre'§s'� Phone No.' 15 a. Is this property'within 100 feet'of a tidal wetland or a=fr'esfiwatet'wetland? *YES 'NO * IF YES, SOUTHOL'D TOWN TRUSTEES &D.E.C. PERMITS tMA.Y'BE' REQUIRED: " p rty. * b. 1s this rope v;%ithin 300 feet`of a tidal wetland.'T YES- ,'•NO�. * IF YES, D.E.C. PERMITS MAYBE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO 10 IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFSR61j SS:) S: �?tall,✓����?o ��� izs� .beirigaduly,sworn,-deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the - (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and-to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20�_ Notary Public Signature of Applicant TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY CQMMISSION EXPIRES JUNE 30,2016 I> t ' � V � Scot Russell 1 �� ��� �T(0��[ZI��1[�� A\�C'JE�[� A\4A\NA(G 1EI\\J[]EN`]F SOUTHOLD O HALL-P.O.Box 1179 Q 1 53095 Main Roa -SO THOLD,,NEw 19 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET AUG 3 2015 ( TO BE COMPLETED BY THE APPLICANT) --- - - - - - - - -- - - ---------- --- - --------- - -- -- - DOES THIS IPROJ ECr INVOLVE ANY OF FETE FOLLOWING: Yes'N (CHECK ALL THAT APPLY ® ` A. Clearing, grubbing, grading or stripping'of land which affects more than 5,000 square feet of ground surface- E11:4 B. Excavation or filling involving more than 200 cubic yards of material �f within any parcel or any contiguous area. ❑I SII C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ P. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E Site preparation within the one-hundred-year floodplain as depicted Yon FIRM Map of any watercourse. ;\E]L,' F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. '°: 1000 Datr. NAME: C1L I)qA6 IL S", 1-5 _1045 Section Block Lot it FOR BUILDING D%PART.I?;N f !Qf-, ONLY Contact Information: Reviewed By: - - — — — — — — — — — — — — — — — — \ — Date ViT1� Property Address / Location of Construction Work: — — — — — — — — �� ` Approved for proce��ing Building Permit- / U Stormwater Management Control Plan Not Required N� Stormwater Management Control Plan IJ Required (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 .............. A PLICA MT, m �;.•,;�, o ,,,.a,,,d� r.;it„an.l,�.d2�r.t.,�r.,�ta otn�:� S.C.T.Ivt, 1000 s CHAPTER 23( ^' R N N:ra� Stolrmw' ater Management Control Plan CHECK LIST saction Block Lat H 2 t-=�...• , z S hi!C P -Plan Requirementse Provide ONE copy of the Budding Permit Applicaflon- Date: The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Chac!.listl c� Slt� Pian drawn to aca:e Not 'es, that 60' to tf�e inch N1 If You answered No or NA to an Item,Please Provide Justification Here! � I 00-0) all of the I'ollaw:ng sterns. YES i�Q NA y If you need additional rcom for explanations, Please Provide additional Paper. o-, i. Location - zcripi ion of i'rD0 ty Sottndarl W t, ..e Acre e C' E•xl5ting - ivaturalode Features within 500 LF. �A®� Ln m ci t,'.e Site Boundary as required by$236-17(CK2Xa Shall include but otos be a ?. cst Holy Oata Indica,.ing SOLI Chae acterisocs L' Depth to Ground Watar. njoi-ntained Constru = , Limits 121 Ctearing& Area of Proposed Land Disturbance. I i Wicp nachMd 5611 Fencing,Sita lfta o0 :Ais(iRg a Proposed Contours of the Site 1,b11nlmvmZlnterrals) ed and/or inactlove soils. Locat'lon of all exlsttng & proposed structures, roads, dro,ewa•:rs, sidewalks, drainage improvements &utilities. h Spc;%j"ad es & Finish Flcor Eleva€ions for all existing& Oraposed mtructur es i Location of proposed Swimming Pool and discharge ring., cout9®ws ai L2m j 1 Loca,ior:of proposed Soil SEocgplle Areas). w�l!a�eertirt o Locaucri of proposed Construction Entrame)Staging Areatsl, rovide En i -trla �@�$ ®�FA r- I Location of pi oposed concrete washout areafs). r 0 Ill. Lcca=ion of 311 proposed erosion&sediment control measures. >C®Code. � Srarrmoa:er Management Control Plan must include Calculatkons Showing A _ C that the siormwatee improvements ar'e sized to capture,store,and lnflltrate �m an-s:te he:un-ors from 311 tma vious surfaces generated by a two � ;rrr s — N t rami'all!;icrm event. i II i _ Oelall,3=ccrmr:a:Dra:wings for stormwaler practices are required For approval. L.!la requlrsn�details Shall Include but not be limited to. `� a EroS:o:i &Sec'irncnt Cont:ols. h. Consiruction Entrapce &Sitz Access. J c. Inlet Drainage Struetu;,:s (e.g_ca;ch basins, trench drains,etc.) d. Leachinc Struc'ures tog tnfii:rationbasiru.swales,etc) \i;ed Ll?rl� L)0-\' , t-1• y�-,.:- --•—• -•--I=-----:::�_:::-:::::•:-:-_::-_:__—::—.-:-:-:_-:--- . _: .._ __ . ._ .. UAL UNLY l additional Information is Required. B. '`Oai ve - Stormwatsr Management Control Plan is Not Complete. m �OJloved �'J I — — — — _. — — _ _. — — — — — — — — — — •— — — — — 1 Stormwater Management Control Plan Is Complete. A ata 1 SIVICP has been approved by the Engineering Department. A I FOR_V1 2 SWC; heck List -T01 d FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 13, 2006 AMENDED: March 8, 2006 TO: J. Kevin McLaughlin A/C Voight PO Box 1210 Southold,NY 11971 Please take notice that your application, dated January 13, 2006 For permit for waiver of merger at Location of property: 1025 and 1125 West Cove Road, Cutchogue,NY County Tax Map No. 1000 - Section 111 Block 3 Lot 15 & 14 Is returned herewith and disapproved on the following grounds: The subject lot SCTM# 111-3-15) has merged with adjacent lot to the east(SCTM# 111-3-14) pursuant to Article II Section 100-25, which states; "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." This Notice of Disapproval was,-amended on March 8 2006 to correct errors. Authorize Si ture CC: file, Z.B.A. APPEALS BOARD MEMBERS F So t Mailing;Address: Ruth D. Oliva, Chairwoman � Ql0Southold Town Hall Gerard P.Goehringer 53095 Main Road•P.O. Box 1179 James Dinizio,Jr. Southold,NY 11971-0959 G Michael A. Simon Office Location: Ol • ^��� Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman 'Y'00M,� 54375 Main Road(at Youngs Avenue) °r Southold,NY 11971 �T \G http.//southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 • Fax (631)765-9064 JUN 7 20�s FINDINGS, DELIBERATIONS AND DETERMIN TION MEETING OF APRIL 13, 2006 Ds'.' d `'r st)u ,;QLD ZBA Ref. No. 5844—IRMA VOIGT Street& Locality: 1025 and 1125 West Cove Road, Cutchogue CTM 111-344 & 15 (combined/merged) Zone District: R-40 Low-Density Residential FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property consists of approximately 59,400 square feet, referred to on the Suffolk County Tax Maps as ID Nos. 1000-111-3-15 and 14, and shown on the November 7, 1978 survey prepared by Roderick VanTuyl, P.C. with the following dimensions, commencing at the northerly lot line: 180' x 364.75' x 68.76' x 112.97' x 304.91 feet. The property is improved with a single-family, one- story frame house 9+/-feet from the easterly lot line and 52+/-feet from the southerly lot line along West Cove Road. The 1978 VanTuyl survey also shows the premises consists of Lots 1 and 2 on the Map of Alonzo Jersey, filed in the Suffolk County Clerk's Office as Map No 763. BASIS OF APPLICATION: Article Il, Section 100-26, based on the Building Department's January 13, 2006 Notice of Disapproval, amended March 8, 2006, stating that County Tax Map Parcel Numbers 15 and 14 are merged pursuant to Zoning Code Section 100-25, which states: "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty (50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." The property is located in the R-40 Low-Density Residential Zone District, with a code limitation of 40,000 square feet minimum lot size. RELIEF REQUESTED: The Applicant requests a Waiver to unmerge properties that do not meet the zoning code 40,000 square foot minimum lot size requirement for each. The premises is currently approximately 59,400 square feet, and the applicant proposes an undersized lot consisting of approximately 30,500 square feet with 91.73 feet along West Cove Road (CTM,15), and the remaining area of approximately 28,100 square feet with 90 feet along West Cove Road (CTM 14)with the applicant's dwelling ZONING CODE, SECTION 100-26: Under § 100-26-A, if a lot has merged, the Zoning Board of Appeals may waive the merger and recognize original lot lines upon public hearing and upon finding that: (1) The waiver will not result in a significant increase in the density of the neighborhood. (2) The waiver would recognize a lot that is consistent with the size of lots in that neighborhood. Page 2—April 13, 2006 - Appl. No. 5844—Irma Voigt CTM 111-3-14 and 15 (merged/combined) (3) The waiver will avoid economic hardship. (4) The natural details and character of the and character of the contours.and slopes of the lot will not be significantly changed or altered in any manner, and there will not be a substantial filling of land affecting nearby environmental or flood areas. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 30, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: REASONS FOR BOARD ACTION, DESCRIBED BELOW: Based on the testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1. Grant of a waiver to unmerge a land area of 28,200+1- square feet from the existing 59,400+1- square foot lot size, is not consistent with lots in the neighborhood A waiver would result in the creation of two nonconforming lots, the first with 28,200+/- square feet (CTM 14) and 30,500+/- square feet (CTM 15) - instead of a minimum of 40,000 square feet for this R-40 Low-Density Residential District. The westerly portion of the applicant's property(CTM 15)would also be nonconforming as to lot width with frontage of 91.73 feet along West Cove Road, and the easterly portion (CTM 14) would be nonconforming as to lot width with frontage of 90 feet, instead of the code required 150 feet for each. There are lots in this residential development which meet or exceed the zoning requirement of 40,000 square feet (CTM 111-3-16, CTM 111-3-9; CTM 111-2-6; CTM 111-2-8.1; CTM 111-2-3.1. Others that are less than 40,000 square feet are mainly improved with single-family dwellings. A single and separate search was prepared December 1, 2005 by Catharine J. King, for LandAmerica Commonwealth. The 2005 search shows John J. Johnstone conveying CTM 14 in 1978 to Irma and Emil Voigt Sr., who died on 7/22/1998; and conveying CTM 15 Irma Voigt on 3/8/1978. For at least seven years,the property was not held in single and separate ownership, remaining in the same name(or common ownership)of Irma Voigt,since the passing of Emil Voigt Sr.in 1998. 2. Proof was not submitted to show that a waiver will avoid an economic hardship It has been this Board's determination on numerous occasions in the past, that it is not sufficient for an applicant to satisfy the economic hardship requirement of the statute merely by submitting that the properties would be more valuable in an unmerged state rather than merged. This determination has been upheld by the Supreme Court and Appellate Division. In this instance, applicant has not offered any showing of hardship other than that found by this Board and the New York courts to be insufficient for a grant of waiver of merger. The property has been in common ownership with a merged area of 59,400+i- square feet since 1998 and continuously to the present date. The applicant has entered into two separate contracts of sale (with conditions) on January 11, 2006, to sell the westerly and easterly portions of the applicant's 59,400+/- square foot parcel (CTM 14 and 15), after the property had merged. Proof was not submitted to show that a waiver will avoid an economic hardship. The applicant indicated that the property would become more valuable if the lot waiver were granted, but the record does not show that there is an economic hardship for the property to remain as one lot of 59,400+/- square feet. Information was Page 3—April 13, 2006 - Appl. No. 5844—Irma Voigt CTM 111-3-14 and 15 (merged/combined) submitted indicating that Mrs. Voigt wishes to sell the property (CTM 14 and 15) which will be more valuable in an unmerged state rather than merged. The town's assessment records show that CTM 14 was sold for$79,000 in 1979; and CTM 15 was sold for$10,000. The applicant submitted information indicating that the taxes, paid for the 2004-2005 tax year,were$6,476.46 on the entire premises with a 6500 combined assessment value. There is no proof demonstrated in the record to show that the westerly portion of the applicant's property was maintained separately for purposes of building a new single-family dwelling. No application to an agency for building or other authorization was filed by the owner(s)for over 10 years was offered. There also was no proof demonstrated to show the value of the property as exists with the merger to support applicant's claim of economic hardship. The applicant states that the estimated value of the property as exists is valued at$622,000, but that the property would become more valuable if sold under the contract of sale and if a waiver to unmerge were granted. Applicant is not obliged to sell when someone has a desire to unmerge the properties for the purpose of acquiring the vacant portion of the premises or to provide a benefit for increased income. 3. No evidence was submitted by applicant with regard to environmental impacts and potential effects under Section 100-26A(4). Neighboring adjacent lots are already developed and improved with dwellings. The Board is not willing to create additional future lots, increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. Also, the lot nonconformities requested by applicant would create lots of sizes only meeting 25%, or less, of the code requirement of 40,000 square feet each, since one- acre zoning requirements in effect since the applicant's last purchase (in 1978 for CTM 14). Although there are several nonconforming lots in the area, there are also lots which meet or exceed the minimum 40,000 square foot requirement. The development consists mainly of lots already developed with single-family dwellings in this neighboring area. To create (unmerge) additional lots that do not conform to the zoning requirements and that have been merged for a continuous period of time will result in increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. The Board is not willing to create additional nonconforming lots for future, increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. RESOLUTION/ACTION: On motion by Chairwoman Oliva, seconded by Member Weisman, it was RESOLVED, to DENY the requested Lot Waiver to unmerge CTM 111-3-14 from CTM 111-3-15. VOTE OF THE BOARD: AYES: Members Oliva (Chairwoman), Simon and Weisman. (Members Goehringer and Dinizio abstained.) This Resolution was duly adop d -0-2). Ruth D. Oliva, Chairwoman / /06 Approved for Filing J.KEVIN MCLAUGHLIN Attorney At Law Winds Way Professional Center Telephone(631)765-6085 44210 Rt.48,P.O.Box 1210 Facsimile(631)765-1856 Southold,New York 11971 January 10, 2006 Souothold Town Building Department Southold Town Hall Annex Southold, NY 11971 Re: Emil & Irma Voigt Premises: 1025 & 1125 West Cove Road, Southold, NY Gentlemen: I have enclosed the Application for Merger Determination, along with the Single and Separate Searches, copies of the deeds and survey and my check for the fee herein. e my ur , en Hand Delivered KEVIN g(� pp yp�� �p7�7 p(��g [©y���,�,®�,�] [q� 6 it ti Attorney At Law Winds Way Professional Center Telephone(631)765-6085 44210 Rt.48,P.O.Box 1210 Facsimile(631)765-1856 Southold,New York 11971 May 5, 2008 Southold Town Building Department Attn. Damon Re: SCTM #1000-111-3-14 & 15 Dear Damon: I have been contacted by Carl E. Juul-Nielsen and Patricia Cadavid regarding their purchase of 1125 West Cove Road, Nassau Point, NY from my client, Irma Voigt. Apparently they have filed a request for a variance with the ZBA, who have advised them that the above- referenced lots have merged. I have enclosed copies of Single and Separate Searches on both lots. Prior to 1983, the house lot (Lot 14) was owned by both Emil and Irma Voigt and the vacant lot (Lot 15)was owned solely by Emil Voigt, who died on July 22, 1998. Under the then current law, the two lots were then deemed to have merged. However, under the recent amendment to the merger provisions of the Town Code, Section 280-10C(6)was added, which exempted merger by death. As a result, the two lots were no longer deemed merged by operation of law and Irma Voigt was entitled to transfer ownership of-the house lot(Lot 14) to-Carl E._Juul-Nielsen and Patricia Cadavid, which she did by deed dated November 3, 2007(a copy of which is enclosed herewith). Ve y y , K v McLaughlin Encs. -Commonwealth Land Title Insurance Company 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 LandArhieu-ica Commonwealth CONFIRMATION Title No: RHOS304792 Sales Rep: Robert Gaffga Applicant: J. Kevin McLaughlin, Esq. Order Type: Informational Date of Application: December 20, 2005 Attorney for Buyer/Borrower J. Kevin McLaughlin, Esq. Winds Way Professional Center 44210 Route 48 P.O. Box 1210 Southold, NY 11971 Phone: 631-765-6085 Fax: 631-765-1856 Record Owner (per applicant) : Irma Voigt Premises: 1025 West Cove Road, Nassau Point, NY 11935 District: 1000, Section: 111.00, Block: 03.00, Lot(s): 015.000 County of: Suffolk T/O Southold TRANSACTION: Single &Separate Survey Instructions and/or Additional Searches Ordered: WE ARE PLEASED TO CONFIRM YOUR APPLICATION FOR TITLE EXAMINATION AND INSURANCE. THE EXAMINATION IS NOW IN PROGRESS. PLEASE CALL US WITH ANY SPECIAL INSTRUCTIONS OR IF ANY CORRECTIONS SHOULD BE MADE IN THE INFORMATION DETAILED HEREIN. THANK YOU. IF THIS IS A REFINANCE WITHIN TEN (10) YEARS, YOU MAY BE ENTITLED TO A REDUCED PREMIUM. CONTACT THIS COMPANY IMMEDIATELY FOR DETAILS Confirmation Page 1 of 1 & �� � Invoice Date: 12/20/2005 File Number: 05304792 Commonwealth Phone: (631) 727-7760 Fax: (631) 727-7818 Customer#: 879 To: From: J. Kevin McLaughlin, Esq. Commonwealth Land Title Insurance Company Winds Way Professional Center 185 Old Country Road, Suite 2 44210 Route 48 Riverhead, NY 11901 P.O. Box 1210 (631) 727-7760 Southold, NY 11971 Regarding: 1025 West Cove Road Nassau Point, NY 11935 Record Owner: Irma Voigt 'r�-0���4.ffn Yp _ '�- —nA�— '- •"^••`••:"_ "..fin-- • _ :, - a,,. :` wDescriio .rp¢M ; ,.'_° Liabi_lit A -T-'t = P !9; .4 m'ount? - oal .a /lM - ,aI ,u nt Single &Separate $402.00 $402.00 Total $402.00 Thank you! Commonwealth Land Title Insurance Company Title No: RHO5304792 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 1 Lai dAmerica Commonwealth SINGLE AND SEPARATE SEARCH TITLE NO: RHOS304792 Effective Date: December 1, 2005 COMMONWEALTH LAND TITLE INSURANCE COMPANY DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD AND J. Kevin McLaughlin, Esq. Winds Way Professional Center 44210 Route 48 P.O. Box 1210 Southold, NY 11971 THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 12/02/1982 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on.record-title;-and- -- - - -- - Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein. This Company's liability is limited to Twenty-five Thousand ($25,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 1025 West Cove Road, Nassau Point, NY 11935 District: 1000, Section: 111.00, Block: 03.00, Lot(s): 015.000 County of: Suffolk T/O Southold Commonwealth Land Title Insu ance Company BY. Robert Gaffga Vice President Title Number: RHOS304792 Dated: December 1, 2005 Page 1 of 6 Title No: RHOS304792 CHAIN OF TITLE FOR SUBJECT PREMISES Chain Of Title For Adjacent Premises District:, 1000 Section: 111.00 Block: 03.00 Lot: 015.000 Grantor: John Johnstone and Evelyn Johnstone, his wife Grantee: Irma Voigt Dated: 3/8/1978 Recorded: 03/13/1979 Liber: 8595 Page 73 LAST DEED OF RECORD Commonwealth Land Title Ins ance Company Subscribed and Sworn to this 27th day of December, BY: 2005. Robert Gaffga Vice President Notary Publi ., ,'' ' �tc( voilc,Sr Qr;:i hr i it Single and Separate Search O.-AI Ged �wiflli 79.Sis?Q�:Ytii:if+3„.7e3;.;,s,.�g Title No: RHOS304792 Chain Of Title For Adjacent Premises North District: 1000 Section: 111.00 Block: 03.00 Lot: 006.000 Grantor: John R. Dempsey, Inc. Grantee: David F. Pascoe and Bonnie L. Pascoe, his wife Dated: 12/2/1982 Recorded: 12/07/82 Liber: 9281 Page 279 LAST DEED OF RECORD Commonwealth Land Title Ins nce Company Subscribed and Sworn to this 27th day of December, BY: 2005. Robert Gaffga Vice President Notary Publf&,Mryi�abifa,8 r''vr[x Single and Separate Search �t e�ill seolkC--"'4 Gemni 154' l E.virez. ,�d, Zpo'c1 Title No: RHOS304792 Chain Of Title For Adjacent Premises South WEST COVE ROAD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 27th day of December, BY: ~ 2005. Robert Gaffga Vice President Notary Public Single and Separate Search i—k)6, Cl �y 4LL�SF�It+ iF Ei`t Ml i K C Ott '^ 'z�oa3a�i08i.3 Title No: RHOS304792 Chain Of Title For Adjacent Premises East District: 1000 Section: 111.00 Block: 03.00 Lot: 014.000 Grantor: John J. Johnstone Grantee: Emil Voigt and Irma Voigt, his wife Dated: 3/8/1978 Recorded: 03/13/1979 Liber: 8595 Page 67 Emil Voigt, Sr., died 07/22/1998 (585 S 1998) LAST DEED OF RECORD Commonwealth Land Title Ins rance Company Subscribed and Sworn to this 27th day of December, BY: 2005. Robert Gaffga Vice President Notary Publc 'rls nk Pa�7isc,5taiA t i te�v iu;: Single and Separate Search N3,01-iX1, X,8100 Qkdfitied in i tlC,q C^jr�f Evi3Oec, —JZ) c1 A ' Title No: RHOS304792 Chain Of Title For Adjacent Premises West District: 1000 Section: 111.00 Block: 03.00 Lot: 015.000 Grantor: Mae Enselberg, as Executrix of the Last Will and Testament of Herman L. Enselberg, late of Queens County Grantee: Karl Enselberg Dated: 12/19/1967 Recorded: 02/06/1968 Liber: 6300 Page 423 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 27th day of December, BY: G`� 2005. Robert Gaffga //KJ Vice President Notary Public �:�'iuS�k�n:iiiC,Stan •;,�v _;� Single and Separate Search ll��iltf�t' 1a"1 mtli'Cik C, 4 S62o °2 S0SS82°F •3•F SpC/T'�W FFN�e LOT 17 FF h�2 m o� �A I LOT I LOT 18 z LOT 2 me 26.92. ACL S/DE}aR0 LOT 15 M/N PPIOP05ED - SEPTIC f� s4.T PROPOSED r•Sa 5YS9 GARAGE TEM 2 STORY AGE \\\ r 1500 GALLON 5EPTIC T K AND Mr AND 8'0X I G'ED CE55FOO \ (4 BEDROOMS)\o N 4r.58'� r>.r +c I Ie LL DW2 MIn/•25, DWI ~ J JAY tA Q w LOT 20 FL.55 2. FL. m '�� C� �� ,� 0� �O YJ ��A� ��' o bra►to (v TEST HOLE o(� EL.57.8'6 A� off- 1 ° 1Y,.N' �✓ lVL''��+ CO z 68.16 /0 Qs,e x'49.9 22.9>°ONw �ti�'� EDGE OF PAVEMENT (((��� /� q EL 59.I' w WEST COVE EROSION de butrnot be limENT ited® Shall � (NORTH WEST ROAD LOOP) mel (PUBLIC WATER IN STREET) Wire well maintained Construction llizat on&Entrance, a Wire Backed Silt Fencing, Proposed Site Plan needing of exposed and/or inactive soils. SCALE 1"= 40' DRAINAGE INSPECTIONS ARE REQUIRED LOT 51ZE: 29,OG4.8950,ft Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification LOT COVERAGE: PORCH- 41 .58' x 1 2'= 498.9G5c t that the drainage has been installed to Code. FRONT STOOP- 8.42' x 5' = 42. 105cft HOUSE- 3 1 .08, x 4 1 .581= 1 ,292.3 15gft TOTAL- I ,�33.3'75aft PERCENTAGE- I ,t 3 3756,ft = 6.3% Hca nr A 9,Llcnf4- LOT NUMBERS REFER TO REVISED SUBDIVISION PROPERTY SURVEY OF PROPERTY N OF ALONZO JERSEY BEING PLOT 282 NASSAU POINT CLUB AT NASSAU POINT PROPERTIES, INC. FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON APRIL 28, 1930 AS FILE NO. 763. TOWN OF SO UT.HOLD SUF'F'OLK COUNTY, NY 1000-111-03-15 SCALE l'40' SEPTEMBER 26, 2007 TEST HOLE DATA NOV. 17, 2008 McDONALD GEOSCIENCE 9/19/07 PALE BROW SILTY SAND SM PALE BROW RNE TO MEDIUM SAND SP C c � O SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRICTION FORA Nf SINGLE FAMILY I$ESIDEIdCE ONLY 3� `� � h N01'E UiANGE(S) By Suffolk fount I)e `�t1t of Health Servs es lb COT y P . DATE FI.S. REF. No. R lC��1�.-�lL 9 h 1 APPROVI D FOR MAXIMUM Or- �SEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL. O N�G FD ho v 20• fg F FR4GFUSF aFORoo'9sJ � \ i Gq,Q/ �s CERTIFIED TO: RANIERO DA VERSA ' / I LIDIA DA VERSA COMMONWEALTH LAND TITLE �e A 1 O P INSURANCE COMPANY �`d Q� • In�1 • V = SS?. "60 l a s I � Q I Q ,EST °SF 49.9 2�'W 68.76 N>>38 79'5 2? mGE OF PA Ei- 47"1, �TES"1' GOO ifigST 59'' IL40 L® (NORTH STREET) ®p� � � ,,;` /PueuC 4,k-, r w Elevations referenced to an assumed datum. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUC770N OF SUBSURFACE SEWAGE C NED �_•^L r� �,-jl•, ~i DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the ���� „ ,,•� �;�; ,�- permit to construct. j"A 2 3 20"`' ` �`" The location of wells and cesspools shown hereon are FO °M °4"G ' �I s� °� � � from field observations and or from data obtained from others. �9 �'ICF_a �'cr� aT N.Y.S. LIC. NO. 49618 ANY AL7ERA71ON OR ADDITION 70 THIS SURVEY IS A V10LA71ON �� � ECONIC R EYORS, P.C. OF SEC77ON 7209 O THE NEW YORK STATE EDUCATION LAW. ®=MONUMENT (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONSA/ ®=PIPE P.O. BOX 909 HEREONIF SAID MAPRO COPIES BEAR/ 7HE IMPRESSED IS AE. VALID FOR THS MAP AND COPES LHOF OFETHEONLY SURVEYOR AREA=29,078 %90. FT. 1230 TRAVELER STREET WHOSE SIGN TURF APPEARS HEREON. SOUTHOLD, N.Y. 11971 07--194 . PROPOSED NEW RESIDENCE AT THE EqEIN:AGE CALCULATIONS Daversa 3" RAINFALL = .25 ft. Residence 8'-0" DIAMETER DRYWELL VOLUME PER VERT. FOOT = 42.24cuft 1025 W Cove Rd. Q REAR BUILDING 5620 REAR ROOF AREA = 552.71 5c(ft Cutchogue, NY FF 808882 Fs 01 TOTAL DRAINAGE AREA = 552.71 sc(ft Sp!/r FORMULA 2'-9" 2'-5" Q=(1 )(.25)(552.71 ) = 138. 18 cuft --- LOT 17 $ °° FF REQUIRED 2X i0 A 0 8'-0" 8'-0" �_ 8'-0" ''-'" REVISIONS: DATE: °� 138. 18cuft/42.24cuft = 3.27 VERTICAL FEET a �qRDi OF 8'-0" DIAMETER DRYWELL j- --------------------------- ----- - - _ --- - - ----- ----- -----------_-------_-----------_-- -- 8/1/2015 X — -—-—-—-—- LINE OF HAYBALE 0 I (2)2X I 0 ACQ (2)2X 10 ACQ (2)2X 10 ACQ (2)2X 10 ACQ (2)2X 10 ACQ MIN. 50' FRONT ; m PROVIDED I REVISED AS PER OBJECTIONS DATED 7/16/2015 FRONT LOT LINE z (SEE DETAIL ON 5T-1) ; �> (4) VERTICAL FEET OF 8 DIAMETER DRYWELL (DW I ) , a � ; I Q U � \ �A lOM'N p FRONT BUILDING 4X4 ACQ STR POSTS o rUNP R°"' ON 12" DIA. P.C. PIERS x It LOT I h`\\ FRONT ROOF AREA = 750.23 5cift i TO 36" BELOW GRD W/ 51MP50N BASE (TYP) z LOT 1 (5 - TOTAL DRAINAGE AREA = 750.23 5gft ' —(-2—)2X _ (2)2X 10 ACQ--- ---(2)2X I 0 ACQ U U--------------------- ------------�-�i W FORMULA i ao O (2)2X 10 ACQ (2)2X 10 ACQ (2)2X 10 ACQ CORNER HOLD DOWNS QD \ho LOT 2 o I CORNER HOLD DOWNS N F 2X 10 LEDGER d i AT EACH CORNER x ' SEE CS-1 (OT T.)R Q=(1 )(.25)(750.23) = 187.56 tuft U � L i SEE C5-1 CFYP•) w I 'PROPOSED REQUIRED ----'-------------------------- --- :--- :— --P--- --- —;---------- SEPTIC m . . .. . `• , a e 187.%cuft/42.24cuft 4.44 VERTICAL FEET SYSTEM OF 8'-0" DIAMETER DRYWELL 1500 GALLON SEPTIC TANK m" i AND&OX I G'ED CE55POOL q� Q A5 PERMITTED BY 5UFFOLK 4� PROVIDED COUNTY DEPARTMENT OF I TYPICAL SLAB CONSTRUCTION ° - 4" CONCRETE SLAB HEALTH - 4X4 10/10 WWM wF« SO (5) VERTICAL FEET OF 8' DIAMETER DRYWELL (DW2) SLAB ON BOVE ADE COMPACT FIELDL a2D LOT 19 -� A - 6m11 VAPOR BARRIER ' �� S REQUIRED � '` - 2" R-10 RIGID INSUL. @ PERIMETER P \\ PROP �5& NP _ " oSFo Pg� 4 POROUS FILL �\\\\oSED\R PF eK \\�,i srD��RD J�r,O�OGP� 4 0 2 STORY HOUSE G\-- GARAGE \ -�' \O 4" 0 STEEL COL. 4" 05TEEL COL. (4 BEDROOMS) °\\,- -ABOVE- -.ABQ-VE 0 • WF i DF{ARD " 12121-011 s u -7 t 2-On Dwz - LINE OF HAYBALE (� ' FRONT wi N SLAB ON GRADE _ l' MIN. 50 ) I I ABOVE 0 - 2015 FRONT LOT LINE AUG 3 O (SEE DETAIL ON 5T-1) s�� � UNEXCAVATED UNEXCAVATED UNEXCAVATED f COMPACT FILL COMPACT FILL COMPACT FILL REQV1'iLa•( AS REQUIRED AS REQUIRED AS REQUIRED i O4 q t. LOT 20 D�>,�e Aa N,.3 TYPICAL FOUNDATION CONSTRUCTION F 55.x' ; E!•60, `' O HAUNCH WALLS - NEW 12" P.C. FDN WALL TO 48" BELOW Q O • GRADE; < Q - 4" BRICK LEDGE- BRICK VENEER ABOVE O�� I SLAB ON GRADE - (3) #5 REBAR CONTIONUOUSFTG' John E. Stumpf, P.C. o ABOVE SEWER CLEANOUT - #5 REBAR TRANSVERSE @ 24" O.C; o $ �� o - 5/8" A.B.'S @ 36" o.c; -ARCHITECTS-ENGINEERS m I UNDER STAIRS - SEAM SEAL o� TE5T NO N; �� -�� - COPPER FLASH BETWEEN FDN -LAND SURVEYORS- EL.57. ; o , 4" C.I. SEWER LINE - (2) 2X6 ACQ SILL PLATES F5 9 68.7 N /°380 - TO APPROVED CORNER HOLD DOWNS 725 Franklin Ave. SUFFOLK COUNTY e t HEALTH DEPARTMENT SEE C I ORN Garden Cl NY 11530 59058 2 AT EACH CORNER City, SEPTIC SYSTEM EDGE OF PAVEMENT ' Telephone Fax EL.47.1' 7. 516-877-0400 516-746-8622 EL.59.1' ' 631-734-2011 516-538-4090 WEST COVE APPROVAL OF ST01"WATER MANAGEMENT 8" POURED CONCRETE (NORTH WEST ROAD LOOP) CONTRO P, '.VfT ncod ap er 36 (PUBLIC WATER IN STREET) Date: ��S CORNER HOLD DOWNS CHEEK WALL.TO BOTTOM � OF FOOTING AT EACH CORNER Internet: `'VWW.blvdplari.COn1 FILL 50LID ! POURED CONCRETE Proposed Site Plan A � b ` SEE CS-I CFYP.) 18-4" I STOOP ABOVE, STEPS AS REQUIRED BY GRADE 14'9" THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE SCALE: 1"= 40' ' AND ARE THE.PROPERTY OF BOULEVARD PLANNING P.C. Proposed Foundation Plan INFRINGEMENTS WILL BE PROSECUTED. LOT 51ZE: 29,OG4.89scft p SCALE: 1/4"=V-0" '-0" LOT COV[=RAGE: PORCH- 41 .58' x 12'= 4983G56[ft ,� 8-5 �' f,, Ru h �'}A DATE: 06-13-2015 FRONT STOOP- 8.42' x 5' = 42. 1 Osciftsr�cr, DR. BY: KL HOUSE- 31 .08' x41 .58'= I , -4 �' � ` � � � 292.3 [ soft � ' ;� TOTAL- I ,833.375gft SCALE: AS NOTED PERCENTAGE- 1 ,833.37sgft = G.3% 29,OG4.895q,ft °- CHKD: J.S. EROSION SEDIPAENT CONTROLS Shall'include but not be limited to: D11AINAGE INSPECTIONS ARE REQUIRED A wall maintained Construction Entrance, Contact TOS Engineering at 765-1560 before Wire Backed Silt Fencin*,stabilization Backfill,On Provide Engineer's Certification Seeding of exposed and/or inactive soils, that the drainage has been installed to Code. PROJECT NUMBER SHEET NUM BER 1511 A- 1 PROPOSED NEW RESIDENCE AT THE Flow M - TRAFFIC BEARING it ` CAST IRON HCOVER TO Daversa GRADE 4" Vertical Residence Face BEDDING DETAIL INLET MIN. 4" O DIA. CLA55 2400 APPROVED N.T.S. PIPE PITCHED 114 / FT. i, 3" LOOSE PERMEABLE 1025 W Cove Rd. BLUESTONE WELL COMPACTED Cutchogue, NY PERMEABLE FILL Angle First Stake Toward a , 00; UNDISTURBED EARTH Previously Laid Bale Flow - �� k.,;"�"v '�� -' "'S:. 1 `,:j:.• ° _ . . . � ...° .� �-•.' ,ate OUTLET MIN. 4" O DI 11=ILII-I I I I ISI I I I 111111_1 I I I I_I I I I I=IIIII-ILII-ILII= CLASS 2400 APPROVED _IIIII-IIIII.IIIII-IIIII-IIIII-IIIII-fllli_IIIII-IIIII-IIIII PIPE PITCHED FT. TO REVISIONS: DATE: LEACHING POOL SEPTIC TANK PLAN 0 8/1/2015 ANCHORING DETAIL BLUES TONE DRIVEWAY DETAIL REVISED AS PER OBJECTIONS DATED 7/16/2015 N.T.S. N.T.S. N.T.S. ON 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR MIN. FRAME TO GNEW CAST GRCOVER AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. I'-0" ADE 2'-0" MAX. GRADE 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES INLET MIN. 4" DIA. CLA55 nP 2'x-0 OR RE—BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH 2400 APPROVED PIPE BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE 11 ^i.:°,}; TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH PITCHED 1147 FT. WITH THE BALE. LIQUID N 4. INSPECTION SHALL BE FREQUENT AND REPAIR / REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. t4 v 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS -' CONCRETE COVER CONCRETE COVER FIN. GRADE SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. o OUTLET MIN. 4" O TO GRADE X p Z 2400 PIPE PITCHED CONCRETE CHIMN FIN, GRADE CONCRETE CHIMN 1/5" / IT. 8'-0"DIA x 2-9" " REINFORCED SOLID DOMEINLET MIN. 4" DIA APPROVED CONC. DOME INL MIN. 6" DIA PVC PIPE PERIMETER HAYBALE DETAIL 3000 GAL. CAPACITY ,�T� PIPE CLASS 2400 PITCHED SEPTIC TANK MIN. 1/8" PER I' FROM SEPTIC TANK V-0 Lai. P.C. MORTAR N.T.S. d e'1'5.1..t C`. :u� ,y >:rv:, •.$•;rt,v. .r..+ . 12'-0" DIA. [IIIA - I_]I1 l i IT s lill.il N CONC. BAFFLE loll Ll sir 1, 8'-O"DIA T _ = 8'-O"DIAD - IW .. i LEACHING fill O J k= T: p nO ,, SECTIONS -1,'�� >� ;II SEPTIC TANK ELEVATION/5ECT1 ON _ - _ JU N.T.S. >l! = - ( 3-0 MIN.® ® - ,]' w r w COLLAR i - },._ ]L.`. —-__- _ - I ® ® ® ® Y �1 == Till it-1� 00 .,,� B�c�T�NOCF�O� ��q pti� c�9�'�y PROPOSED DATF: B 1P. NEW RESIDENCE F BUILDING CE""ART I-Ji ENT AT 7 '5-1802 8 AM TO 4 PN,1, FOR THE AT THE _CT10' ji"!NG I NSPE I S: 3" RAINFALL = .25 ft. 1, 1 U 4 TWO REQU!RED Daversa FOR POURED CONCRETE 8'-0" DIAMETER 2. rI(1,U,-H - FRAINIING & PLUMBING - "i DRYWELL VOLUME 33. INSULATION Residence PER VERT, FOOT 42.24cuft 4. FINAL - CO11STRUCTION MUST E COMPLETE FOR C.O. F11_ CONSTRUCTION SiV,;,-L VIEET THE REAP, BUILDING R(-:QUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 1025 W Cove Rd. REAP, ROOF AREA = 542.325LIft !N'Tr�C*r;ONS ARE REQUIRED Cutchogue, NY 0 TOTAL DRAINAGE AREA = 542.3251ft Contact TOS �c 7 before 0. Backfill, OR Ccrtisficoatiol FORMULA that the drainage hzs installcd to Code. Q=(I )(.25)(542.32) = I 35.58cuft 21-911 21-511 CFN LOT 17 REQUIRED - 1CAL r_-Lr::CTrP, �0211 1.0 -"� '-" " 7_11 F 0 �7, All I 35.58cuft/42.24cuft 3.2 1 VERTICAL FEET Of 8'-0" DIAMETER DRYWELL 71-711 J PLUMBING REVISIONS: DATE: - ---------------------------------------- - - Q ----- --------------------------------- PROVIDED -------- -- ALL PLUMBING WASTE &WATER LINES NEED (2)2X 10 ACQ Z (2)2X 10 ACQ (2)2X 10 ACQ (2)2X 10 ACQ (C�2�)2 i 6 TESTING BEFORE COVERING (8) VERTICAL FEET Of 8' DIAMETER DRYWELL (DWI) 0'_�DES OF z & TO'vVIN CODES 81 ,?\,! y J-,,It c _00 NE _-) FRONT BUILDING C3 . I -1 F o UIJ CERTIFICATION f�F) RECUIRED7;7",". <C; PL00SER FRONT ROOF AREA = 750.235 ft 4X4 ACQ 5TR POSTS o= ON LkAD CONTENT BEFORE SCS," 71 1 L- ON 12" DIA. P.C. PIERS X _r LOT TE CERTflCA OF OCCUPAN10PY TO 3 G" BFLOW GRD W1 TOTAL DRAINAGE AREA 750.235CIft SIMP50N BASE (TYP) USED IN WATER z 7� SODER LOT 18 OT FORMULA PPL Y SYS TEM CA - ----- --------- -------- EED 2110 OF I%LEAD. 2S (2)2X 10 ACQ -—-—-—- —-—-—- (2)2X 10 ACQ U U (2)2X 10 ACQ 2X 10 ACQ (2)2X 10 ACQ Q=(I )(.25)(750.23) 187.5Gcuft <C; 0= CORNER HOLD DOWNS CORNER HOLD DOWNS ;� U F:= AT EACH CORNER 2X 10 LEDGER LOT 2 REQUIRED AT EACH CORNER N - SEE C5-1 FYP.) Q) SEE C5-1 (TYP.) 1-11 8 i Y OCCUPANCY OR - ---- -------SEE �z--------- -------------------------------------------------------------------------------------- --—-—-—-—-—-—-—-—-—-—-—- - ---- -- 1 57.5G,cuft/42.24cuft 4.44 VERTICAL FEET ------- •------------------------ UFUL Of 6-0` DIAMETER DRYWELL • SE IS UNLAW --------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------ --- -------- ------I ., CATE ROUT CERTIF1 PROVIDED % - -- --- khIT IP OF O0CbANCY (7) VERTICAL FEET Of & DIAMETER DRYWELL (DW2) TYPICAL SLAB CONSTRUCTION es - 4" CONCRETE SLAB SLAB ON GRADE UNEXCAVATED W�LIDqRo - 4X4 10/10 WWM ABOVE COMPACT FILL - Gmd LOT 19R\10 APOR AS REQUIRED A41tv 0M - 2" R-1V0 RIGID IN5UL.BARRIER @ PERIMETER - 4" POROUS FILL PR0P05ED 5EPTIC Ez. PROPOSED 5'Y'5TEM ci�2 STORY HOU51!,�,, 4" 0 STEEL COL. 411 0 STEEL COL. 1500 GALLON SEPTIC TA r, AND GARAGE IN.AM[)8'0X1 G'ED CE55P0 (4 BEDRC - ----- -------------------------------A50V-------------------\------------------------------------------------------------------------------ ------------------ABOvf--------- C; 0 41 ----------------------------------------------------------------I ----------------------------------------------------------- ------------1 2'-7" 121-011 131-01f Mr DW2 SLAB ON GRADE "'25, owl ABOVE UNEXCAVATED Q i ,, ; UNEXCAVATED i UNEXCAVATED COMPACT FILL COMPACT FILL COMPACT FILL �D Q AS REQUIRED AS REQUIRED AS REQUIRE[) -1 co '0 00 0 0 LOT 2 0 a! TYPICAL FOUNDATION CONSTRUCTION Uj _1S HAUNCH WALLS NEW 12" P.C. f DN WALL TO 45" BELOW GRADE; - 411 BRICK LEDGE- BRICK VENEER ABOVE - 1211 X 24" CONTINUOUS ITI FTG; SLAB ON GRADE John E. Stu 0 - (3) #5 REDAR CONTINUOUS Stumpf P.C. ABOVE - #5 REDAR TRANSVERSE @ 2411 O.C; W U) o I ISEWER CLEANOUT 1 0 - 5/8" A.13.'5 @ 30 O.C; nr - , 1 -ARCHITECTS-ENGINEERS- UNDER STAIRS - SEAM • SEAL TEST HOLE EL 57.8' - COPPER ff LASH 13ETWEEN fDN LAND SURVEYORS- r 4" C.I. SEWER LINE (2) 2XG ACQ SILL PLATES 00 1 .. 1 /0 TO APPROVED 725 Franklin Ave. rGsb. 311 CORNER HOLE) DOWNS- 22 00 5LIf FOLK COUNTY Garden City, NY 11530 AT EACH CORNER 5-7905620"t HEALTH DEPARTMENT SEPTIC SYSTEM SEE CS-I (TYP.) Telephone EDGI!OF PAVEMENT - ---------------------------------- -------------------------- ---- . ....... ------------------------------------------- ---- ---------------------------------------------------- Fax -- EL.47.t- • 516-877-0400 516-746-8622 EL,59.1' WEST COVE - ---- ------------- ------------------------------------------------------------------ ----------- ---------------------------------------I—,---------------------------------------------------------------------------------- 631-734-2011 516-538-4090 8" POURED CONCRETE (NORTH WEST ROAD LOOP) CORNER HOLD DOWNS CHEEK WALL.TO BOTTOM 'N Internet: vvww.b1vdp1an.com I , \ Of FOOTING (PUBLIC WATER IN STREET) AT EACH CORNER ------------- H FILL SOLID i POURED CONCRETE SEE CS_1 TYP.) H \_STOOP ABOVE. STEPS Proposed Site Plan 1( 6-4 AS REQUIRED BY GRADE THESE PLANS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE SCALE: 1"= 40' AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. INFRINGEMENTS WILL BE PROSECUTED. LOT SIZE: 29,OG4.895,:�ft Proposed Foundation Plan SCALE: 1/4"=l '-O" LOT COVERAGE: PORCH- 41 .58' x 1 2'= 498.9G5qft ?,!ED A DATE: 06-13-2015 FRONT STOOP- 8.42' x 5' = 42. 1 05c[ft 'i e.S I- DR. BY: KL HOUSE- 31 .08' x 41 .58'= 1 252.3 1 5cift Ifi TOTAL- 1 833.375c[ft SCALE: AS NOTED PERCENTAGE- 1 ,833.375C[ft = G.3% 29,OG4.8550ift 0 CHKD: J.S. PROJECT NUMBER SHEET NUMBER 1511 A- 1 41'-7" PROPOSED (2)TW304G FAR2 1 (2)TW304G (2) 20'-I x10 NEW RESIDENCE 50 141-011 AT THE 26 Gt D avers a MASTER BEDROOM 02 cc N O BEDROOM 3 F.A.= 252.01 SF 0U x 0 u F.A.= I G8.G8 5F Residence REQ'D L.A.= 20. 1 G 5F x O N�_ REQ'D L.A.= 13.49 5F N REQ'D A.A.= 10.08 5F N _� �� REQ'D A.A.= G.75 SF N - PROV'D L.A.= 27 SFc� z PROV'D L.A,= 27 SF - PROV'D A.A.= 13.50 SF ro O0 PROV'D A.A.= 13.50 5F N 8 H.W.S,b 9 H.W.5,D 1025 W Cove Rd. 2' 4" 2'-4" L. CL. 4ox68 Cutchogue, NY N N N IFOL 1-314"X I 1-7/8" LVL 1 .9E RIDGE EAM N :Qx N - -5-4---- ---11 5- - ----- --------- 151-311 -- --� ----- - _ —5` --- ---5�»- N N CL. CL. U CL. CL. 0 8 H.W,S.D - BIFOLD N d CL. _ m 1-511 31-01 '51-1011Ilk m _Will _ _ - A HX5.D BEDROOM 2 F.A.= 181 .33 SF -� REQ'D L.A.= 14.51 SF 0 U N N N N v� R Q'D A.A.= 7.25 SF REVISIONS: DATE: X o X O u �Q ' lJ� Q"/ I � ROV'D L.A.= 27 SF N U aNN �p o Co. j �� i PR V'D A.A.= 13,505F 0 z @� A H.W.5,D1 -1 17-5"1 I G'-5" G'-G" 18'-8" I 14'-2" 51-011 Lu f NE X8 R.R. NEW 2X8 R.R. @ I O.C. . NEW 2X8 R.R. w NEW 2X8 R R. N @ I G" O.C. � FAA 191 .50 SF BEDROOM I @ I G" O.C. �� @ i G" O.C. x) REQ'D L.A.= 15.32 517 N' --------- -- -- ----- D � � � vI REQ'D A.A.= 7.GG SF PROV'D L.A.= 27 5F vi 2) x f 0 PROV'D A.A.= 13,50 5F (2)2' 10 (2)TW304G (2)TW304G 0 4'-8" 10'-4" I 11-311 10'-8" 4'-8" CORNER HOLD DOWNS N 4 P-7' 7" 0AT EACH CORNER 12" OVERHANG ABOVE OUTDOOR PATIO _ N SEE CS-I (fYP,) • CORNER HOLD DOWNS 3In x31n xn L„ SHAPED AT EACH CORNER Proposed Second Floor Plan 2 2 4 SEE C5-1 TYP,) SCALE: 1/4”- V-0" ' STEEL LINTEL STEEL LINTEL 32"x32"x4"- "L" SHAPED STEEL LINTEL H H E p FWH 54,5A51R FWH G8 SR (2)TW28210 A (2)2x 1 2 (2) x 12 \ I 13'-1" 20-6'--------------------- L-------------- NEW KITCHEN 'L 0 U = BY OTHERS I %I 06 1 x 0 p l [9'-0"CLG HT] N NEW DINING N 0 - TILE FLOOR `0 ROOM TO BE SELECTED/ :'._'_= ] \�L 4" V.T.R. @� LOCATED BY OWNER 4" 0 STEEL COL. --- '----'" 4" 0 STEEL COL. REST. ON FOUND. REST, ON FOUND. REST F!? 4" 4i STEEL COL, -- --------------------------� REF I ON UNU: _ _ _ _ _ _ _ W I OX20 STEEL DROP BEAM ---j �-- BRICK CHIMNEY FLUE ------W I OX20 STEEL DROP BEAM - 3 8 ----- A- ry.W.S.D--- ----- ---�--- AS PER CODE 26X68 C.0 r r r r I I r r DOUBLE EVERY OTHER 1-1 2"V 1-1 2" I 6-1/2" 2"V1 2" 0 CHANICAL EXHAUST a FLOOR JOISTS (32 / r / I I / ' r / John E. Stumpf, P.C. PANTRY NEW Ln AN W/EXHAUST r I I r �' LIVINGROOM �—CAPACITY OF 50cfm �0 O.C.} UNDER i LAV I , AV. r TUB. r I I r TUB. BATHROOM MT.) I I r [9'-0° CLG HT] INTERMITTENT OR �- I I r •ARCHITECTS•ENGINEERS 20cfm CONTINUOUS FIN. 2ND FLR. -1/2 i - - -- -LAND SURVEYORS- 4113 I , 4"LB 2' NEW 2X 10 F.J. GARAGE NOTE: i ; 72 5 Franklin Ave. ® N @ I G" O.C. GARAGE INTERIOR TO BE (I) LAYER 5/8"TYPE "x" c.o.l , , I c.o. Garden City NY 115 3 0 G. 3oxG8 GYP BD WI TAPE * (3) 4" DRAIN , , 4" DRAT FPSC - COATS 5PAKLE. o NEW 2X 10 F.J. �? D , Telephone Fax @ I G" O C. `� m g NON-COMBUSTIBLE �p I I FLOOR t SELF CLOSING - 516-877-0400 516-746-8622 FIRE RATED DOOR 631-734-2011 516-538-4090 Ilk, NEW 2X10 F.J, - r i I I x--1/2"CL. 1 @ I G" O.C. 1/2�- �AUN[ RY 0-1/2" ,/2" Internet: www.blvdplan.OLD 5-7 1-1/ 2"V� LAV. i WASI�ER rSKIT INK D1^�xG p CORNER HOLD DOWN5 70 I ��p =, CL. 0 o AT EACH CORNER j r r N THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE SH WR I I AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. q� � L 1�<D — � SEE CS-I (TYP.) FIN 1ST. FLR —1 2" I I 1-1 r 30XG8 INFRINGEMENTS WILL BE PROSECUTED. it 0 / ,1 I \moi- 2„ 'LB i i 2„ 2„ m m 3'-0" 10'-2" I�I C.0.1 � � (2)2x 10 (2)2k 1 2 (2)2x 12 IC.O. _ --------- - ---- ---- - -- -------- / Ea& A DATE: 06-13-2015 4" DRAIN 4" DRAIN (2)TW30410 E' 2X8 R.F;. m' NEW 2X8 R.'R. O In ht In n " " 7W @ I G" O.C. �31`x3"xf"— "L" SHAPED W . C�32 x32 x4- L SHAPED 6 O.C. � � 22a l J �� a E•ST �� y � � DR. BY: KL CORNER HOLD DOWNS p AT EACH CORNER STEEL LINTEL Ix x I STEEL LINTEL SEE C5-1 (TYP.) N NI i N i 4" HOUSE TRAP SCALE: AS NOTED x TO EXISTING (2)2X� SANITARY SYSTEM Z »5 ----. -� �TFo�;1 �y� CHKD: J.S. Proposed First Floor Plan Plumbing Riser Diagram SCALE: 1/4"=V-0"'-0" SCALE: N.T.S. A PROJECT NUMBER SHEET NUMBER 15 11 A-2 PROPOSED NEW RESIDENCE AT THE Daversa TYPICAL ROOF CONSTRUCTION - _ TYPICAL ROOF CONSTRUCTION Residence - SELF SEALING DIMESNIONAL TAB ROOF = -- - - SELF SEALING DIME5NIONAL TAB ROOF - - W/30 YEAR WARRANTY - - W/30 YEAR WARRANTY - - 151b FELT UNDERLAYMENT - - 151b FELT UNDERLAYMENT - 30 WIDE STARTER STRIP OF WEATHERWATCH - _ -_-_ , - - 3G" WIDE STARTER STRIP OF WEATHERWATCH - 19"WIDE FELT PARALLEL TO EAVES - 19" WIDE FELT PARALLEL TO EAVES -_ - 1/2" CDX PLYWOOD SHEATHING - 1/2 CDX PLYWOOD SHEATHING - 2X 10 RR's @ I G" O.C. _ _ - - 2X 10 RR's @ I G" O.C. - 1025 W Cove Rd. _—___--- - - - - --- --------------------- - ---________________--_ -____ - - _ --- _ - ___- __ ______ Cutchogue, NY TYPICAL WALL CONSTRUCTION - - 1/2" SHEETKOCK I TYPICAL WALL CONSTRUCTION - 2XG STUDS @ I G" O.C; - (2) 2XG TOP PLATE - I/2" SHEETROCK - 2XG ACQ SOLE PLATE - 2XG STUDS @ I G" O.C; - R-13 BATT INSUL - (2) 2XG TOP PLATE - 1/2" CDX PLYWOOD SHEATHING - - Rx13LL�L - 2GACQ BATT SOLE - 1 51b ASPHALT FELT - 1/2" CDX PLYWOOD SHEATHING - CEDAR IMPRESSION SIDING = T 3 4'6 T 3 4G - 151b ASPHALT FELT T 3 4G T 3 G ER S E RAS - CEDAR IMPRESSION SIDING REVISIONS: DATE: t\ - N -- -- - -- ------- - --- -- -- --- --- - ----------------------- ----------- - - -- TYPICAL WALL CONSTRUCTION TYPICAL WALL CONSTRUCTION - 1/2" 5HEETROCK - 1/2" SHEETROCK - 2XG STUDS @ I G" O.C; _ - 2XG STUDS @ I G O.C; - (2) 2XG TOP PLATE ' - (2) 2XG TOP PLATE - 2XG ACQ SOLE PLATE ' - 2XG ACQ SOLE PLATE - K-13 BATT INSUL - R-13 BATT IINSUL - 1/2" CDX PLYWOOD SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 151b ASPHALT IF ELT o - 151b A5PHALT' ff ELT RSPACE Q H DRAILS TO CODE - I AIRSPACE - 4" FACE BRICKT 3 410 T 3 4 0 - 4" FACE BRICK - MASONRY TIES @ I G O.C. HOK. t VERT. IMI SON KY TIES @ I G" O.C. HOK. t VERT. ILL; ---- --- - - - - - - ----------- ----- ----- ------- - - -- -- --- ---- 777-7777771 1 1, A_ f-' • Proposed Rear Elevation _________________________1_ _________i 1 I Proposed Front Elevation ' '-------------------------------------------J SCALE: 1 4"=1 '—0" 1 SCALE: 1/4"=l '—O" / ---- - ----------------------------------------•---- -,------------------------- 1 -- TYPICAL ROOF CONSTRUCTION ----------------------------- ---- ---------------------------- -- - ----------------------------- -- ------------------------------ ------------ - TYPICAL ROOF CONSTRUCTION SELF SEALING DIME5NIONAL TAB ROOF 12 1 2 W/ 30 YEAR WARRANTY 1 1 5 - SELF SEALING DIMESNIONAL TAB IROOF - � W/30 YEAR WARRANTY I Sib FELT UNDERLAYMENT - - 151b FELT UNDERLAYMENT 12 3G" WIDE STARTER STRIP OF WEATHERWATCH 191'WIDE FELT PARALLEL TO EAVES 5 - 3G" WIDE STARTER STRIP OF WEATHER -1 _- = Q 5 2" CDX PLYWOOD SHEATHING - 19" WIDE FELT PARALLEL TO EAVES 1/ - 1/ I0 RR's @ I G" O.C. - 1/2" CDX PLYWOOD SHEATHING - 2X 10 RR's @ I G'O.C. — _ 1 ----- TYPICAL WALL CONSTRUCTION TYPICAL WALL CONSTRUCTION - 1/2" SHEETROCK - 1/2" SHEETROCK - 2XG STUDS @ I G" O.C; - 2XG STUDS @ I G" O.C; John E. Stumpf, P.C. -(2) 2XG TOP PLATE o - (2) 2XG TOP PLATE 0 - 2XG ACQ SOLE PLATE - 2XG ACQ SOLE PLATE I -R-13 BATT INSUL - R-13 BATT IN5UL JILLM - 1/2" CDX PLYWOOD SHEATHING _ - 1/2" CDX PLYWOOD SHEATHING — •ARCH]ITECTS-ENGINEERS• - 151b ASPHALT FELT - 151b ASPHALT FELT •LAND SURVEYORS- - CEDAR IMPRESSION SIDING N - CEDAR IMPRESSION SIDING N ---------------------- - -------------- ---- - --- - -- -- - - - ------------------------- - - ------ ------------ 725 Franklin Ave. ----- ------------ ------- - --- ---- - ---- ---- — --- I ------ ------------ Garden City, NY 11530 TYPICAL WALL CONSTRUCTION TYPICAL WALL CONSTRUCTION Telephone Fax - 1/2" SHEETROCK - 1/2" SHEETROCK 516-877-0400 516-746-8622 - 2XG STUDS @ I G" O.C; - 2XG STUDS @ I G" O.C; � 631-734-2011 516-538-4090 - (2) 2XG TOP PLATE - (2) 2XG TOP PLATE - 2XG ACQ 50LE PLATE p - 2XG ACQ SOLE PLATE - R-13 BATT INSUL - R-13 BATT IN5UL ° Internet: www.blvdplan.com - 1/2" CDX PLYWOOD SHEATHING - 1/2" CDX PLYWOOD SHEATHING - 151b ASPHALT FELT - 151b ASPHALT FELT - I" AIRSPACE ` I III - I" AIRSPACE � - 4" FACE BRICK `� 'I I I I I I - 4" FACE BRICK I THESE PLANS AND SIPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. - MASONRY TIES @ I G" O.C. HOR, VERT. ° - MASONRY TIES @ I G" O.C. HOR. VERT. INFRINGEMENTS WIILL BE PROSECUTED. -- - - ----- - ------ ------- ----- - - - - - - ----- ---- ---- --- - --{- -7 - -- 11 - ��P. T' nR� DATE: 06-13-2015 0 DR. BY: KL Proposed West Elevation Proposed East Elevation p p SCALE: 1/4"=I '-O" SCALE: 1/4"=l '-O" -g-'k 'A SCALE: AS NOTED CHKD: J.S. PROJECT NUMBER SHEET NUMBER 1511 A REScheck Software Version 4.5.0 PROPOSED UN( Compliance Certificate NEW RESIDENCE AT THE CONTINOUS RIDGE VENT Project Daversa TYPICAL ROOF CONSTRUCTION (2)1-3/4"X 1 1-7/8" LVL 1 .9E RIDGE BEAM Energy Code: 2010 New York Energy Conservation - SELF SEALING DIME5NIONAL TAB ROOF Residence W/30 YEAR WARRANTY L5TA RIDGE STRAPPING TO CODE; SEE C5-i �� Location: Nassau County, New York - 151b FELT UNDERLAYMENT 12 L5TA RIDGE STRAPPING TO CODE; SEE C5-1 Construction Type: Single-family - 30 WIDE STARTER STRIP OF WEATHERWATCH �I 15 —CONTINOU5 RIDGE VENT Project Type: New Construction - 19" WIDE FELT PARALLEL TO EAVES (2)2X 12 RIDGE BEAM Conditioned Floor Area: 0 ft2 - I/2" CDX PLYWOOD SHEATHING 12 Glazing Area Climate Zane: 41(4910 HDD) - 2X 10 RR's @ 1 G° O.C. 5 - -- - \ 1 b25 W Cove Rd. - --- ---- TYPICAL CEILING CONSTRUCTION Permit Date: 2XG COLLAR TIES @ 4' O.C. - 2X8 CJ's @ I G" O.C. Permit Number: 10"WIDE WHITE FASCIA - R-30 BATT INSULATION Construction Site: Owner/Agent: Designer/Contractor: Cutchogtle, NY NEW SEAMLESS GUTTERS AND - 1025 WCOVER ROAD LEADERS WITH SCREENS AS __ -- CUTCHOGUE, NY REQUIRED (TYP) CONTINUOUS VENTED 50FIT5 I -0 (2)2x8 HEADER Compliance: 6.8%Better Than Code Maximum UA: 1350 Your UA: 1258 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. TYPICAL WALL CONSTRUCTION o� 2x 12 RIDGE BEAM - 1/2" 5HEETROCK Envelope Assemblies - 2X6 STUDS @ I G" O.C; II I I �tTT - (2) 2X6 TOP PLATE TYPICAL FLOOR CONSTRUCTION DA _ TE. - 2XG ACQ SOLE PLATE 2X I 0 FJ s @ DI 6 O.C.OORING `i - , R-13 BATT INSUL _ 10 - 1/2" CDX PLYWOOD SHEATHING - 151b ASPHALT FELT SOUTH WALL:wood Frame, 16"o.c. 642 13.0 0.0 0.082 44 - CEDAR IMPRESSION SIDING (2)2x8 Window 1:Wood Frame:Double Pane with Low-E 27 0.320 9 TYPICAL WALL CONSTRUCTION Window 2:Wood Frame:Double Pane with Low-E 27 0.320 9 - 1/2" 5HEETROCK 11-0 - 2XG STUDS @ I G" O.C; Window 3:Wood Frame:Double Pane with Low-E 35 0.320 11 - (2) 2XG TOP PLATE I Door:Solid 20 0.800 16 - 2XG ACQ SOLE PLATE WEST WALL:Wood Frame, 16"o.c. 632 13.0 0.0 0.082 52 - R-13 BATT INSUL - 1/2" CDX PLYWOOD SHEATHING 9 (2)2x 12 HEADER j i EAST WALL:Wood Frame, 16"c.c. 632 13.0 0.0 0.082 50 - 151b ASPHALT FELT j ! 4"X4" W.D. POSTS (T)T.) Door 2: Solid 20 0.800 16 NEW PORCH - 1'f AIRSPACE i 8" DIA PERMACAST NORTH WALL 1ST FL.:Wood Frame, 16"o.c. 375 13.0 0.0 0.082 19 - 4 FACE BRICK I I DECORATIVE COLUMN O - MASONRY TIES @ I G" O.C. HOR. t VERT (WHITE FINISH) BOTH SIDES Window 4:Wood Frame:Double Pane with Low-E 20 0.320 6 m ! Window 5:Wood Frame:Double Pane with Low-E 20 0.320 6 I Window 6:Wood Frame:Double Pane with Low-E 20 0.320 6 Window 7:Wood Frame:Double Pane with Low-E 20 0.320 6 FILL SOLID FILL 50LID TYPICAL SLAB CONSTRUCTION Window 8:Wood Frame:Double Pane with Low-E 29 0.320 9 - 4" CONCRETE SLAB FILL SOLID 4X4 10/I 0 WWM 20 _ Door 3; Glass 0.480 10 G I = - mll VAPOR BARRIER Door 4: Glass 20 0.480 10 2" R-10 RIGID INSUL. @ PERIMETER Q - 4" POROUS FILL m NORTH WALL 2ND FL.:Wood Frame, 16"o.c. 416 13.0 0.0 0.082 29 ih Window 9:Wood Frame:Doubfe Pane with Low-E 27 0.320 9 Project Title: Report date: 06/22/15 TYPICAL FOUNDATION CONSTRUCTION Data filename: C:\UsersVohn StumpADesktop\BOULEVARD PLANNING\BP-WORK 2015\1511 - Daversa Pagel of 2 4X4 ACQ STR POSTS - NEW 12" P.C. FDN WALL TO 48" BELOW Residence\misc files\DEVERSA.rck ON 12" DIA. P.C. PIER5 GRADE; TO 3G" BELOW GRD W/ - 4" BRICK LEDGE- BRICK VENEER ABOVE SIMPSON BASE (fYP) - 12"X 24" CONTINUOUS "T' FTG; - (3) #5 REBAR CONTINUOUS - #5 REBAR TRANSVERSE @ 24" O.C; - 5/8" A.B.'5 @ 3G" O.C; - SEAM SEAL Section A - COPPER FLASH BETWEEN FDN � � - - (2) 2XG ACQ SILL PLATES f '. ..Y,.-.. ","I., .N_.... -,.........,....a.a...._-..,..._....«..aa..a......Mav-, SCALE: 1/4"=l'—O" Window 10:Wood Frame:Double Pane with Low-E 27 0.320 9 Window 11:Wood Frame:Double Pane with Low-E 5 0.320 2 Ceiling: Flat Ceiling or Scissor Truss 1,294 30.0 0.0 0.035 45 Floor:Slab-On-Grade;Unheated 1,294 10.0 0.684 885 Insulation depth:4.0' Compliance Statement: The proposed building design described here is c Building pians,specifications,and other calculations submitted with the permit application.The proposed buildf e meet the 2010}Ne York Energy Conservation Construction Code requirements in REScheck Version 4.5 I�' m mandatory req it ments isted in the REScheck Inspection Checklist. I!`Ye Name-Title Signatu a Date John E. Stumpf, P.C. O. 021 yo �OF NDN -ARCHITECTS-ENGINEERS- -LAND SURVEYORS- 725 URVEYORS-725 Franklin Ave. Garden City, NY 11530 Telephone Fax 516-877-0400 516-746-8622 631-734-2011 516-538-4090 Internet: www.blvdplan.com THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. INFRINGEMENTS WILL BE PROSECUTED. ED Ag01 'S% DATE: 06-13-2015 ,CAI- .. -+ DR. BY: KL Tti `o��63k oQ SCALE: AS NOTED �0 - NON CHKD: J.S. Project Title: Report date: 06/22/15 PROJECT NUMBER SHEET NUMBER Data filename: CAUsers\john Stumpf\Desktop\BOULEVARD PLANNING\BP-WORK 2015\1511 - Daversa Page 2 of 2 Residence\misc files\DEVERSA.rck 1511 A