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HomeMy WebLinkAbout32777-Z FORM NO. 3 TOWN OF BUILDING DEPARTMENT Town Hall V Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32777 Z Date MARCH 5 , 2007 Permission is hereby granted to : PATRICIA A SOSNOWSKI 1265 SHIPYARD LA EAST MARION,NY 11939 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH AS APPLIED FOR at premises located at 1165 SHIPYARD LA EAST MARION County Tax Map No. 473889 Section 038 Block 0001 Lot No. 012 pursuant to application dated FEBRUARY 27, 2007 and approved by the Building Inspector to expire on SEPTEMBER 5, 2008 . Fee $ 1, 498 . 80 i Authorized Signature ORIGINAL Rev. 5/8/02 FIELD INSPECTION REPORT DATE COMMENTS Luro FOUNDATION(1ST) u ----------------------------------- ZC FOUNDATION (2ND) V 2 C J . v ROUGH FRAMING& PLUMBING R, r n INSULATION PER N.Y. 3 STATE ENERGY CODE FINAL V ` ADDITIONAL COMMENTS d U U C z cep C) �o z � x o x d � ol '71 ro OCA ." oF so�ryol . } o _ Town Hall,53095 Main Road Fax(631)765-9502 P O. Box 1179 G • Telephone(631)765-1802 Southold,New York 11971-0959 �yC4UNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD November 27, 2006 Rudolph H. Bruer, Esq. PO Box 1466 Southold,NY 11971 To Whom It May Concern: I am in receipt an updated and corrected single and separate search for SCTM# 1000-38- 1-12. Based on the new information provided to this office, it appears that the lot is, in fact, single and separate. No waiver of merger would be required from the Southold Town Zoning Board of Appeals. Should you have any questions, feel free to give me a call at 631-765-1802. Zaal�i;, ours, ermit Examiner Southold Tow ilding Department DAVID B. PmKOP' 'T- p ATTORNEY AT LAW 131 ROUTE 25A, SLIITE 2 RocKy PoiNT, NY 11778' „ 7"V9NE @31)821-1314 { s ,', ,l- T_, f i" '_ 1 FAcsmmE (631)821-1'190: ,'1�' •}moi . I ;, i"�. _ f �._:{_fh;.. .. : , t"O'ADMITt'ED IN DISTRICT OF ,.CeLUME!A AND PENNSYLVANIA V A ,LJ ,t ',', .f-i S' _L_�s ..i.-.iii)I-�_...�_-•- November 3, 2006 Rudolph H. Bruer, Esq. P."0*. Box 1466 55000 Main, Road: Southold, ' New' York 11971 Re: , Sosnowski to Shoreline Development Corp . 1165 Shipyard Lane, East Marion, NY Dear Mr. Bruere - By letter dated September 14, 2006 we advised that the Town of ,,By would not issue a building permit because the lot was not single and , separate. My client had been- advised by the, Town of Southold, that any permit application to build on the property would be. denied. In' that the seller -has wrongly refused to refund the 'down payment to the purchaser, I requested that ,my .c'lient obtain a formal denial fr'om, the, Town of; Southold which is closed. At this time we again respectfully request the refund of the down payment and if the monies are not received on or before November 10, 2006 then an action shall be commenced. Sinc r y, David Prokop cc: Shoreline Development Corp . FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 26, 2006 TO: Shoreline Development Corp. a/c Sosnowski 1039 Sound Avenue Calverton, NY 11933 Please take notice that your application dated October 25, 2006 For permit merger determination at Location of property: 1165 Shipyard Lane, East Marion NY County Tax Map No. 1000 - Section 38 Block 1 Lot 12 Is returned herewith and disapproved on the following grounds: The subject lot has merged with an adjacent lot (SCTM# 1000-38-1-13) pursuant to Article II Section 280-10 (A) which states,• "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lit 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 ic�sta ce. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule a ui menu." o zed Signat e CC: file,Z.B.A. TOWN OF SOUTHOLD tsu11AJ1114u r,✓A1v11 i A.L l ,�,.,r�.•� -�-- -- - BUILDING DEPARTMENT Do you have or need the follow!p,before applying. TOWN HALL Board of Health r' / SOUTH-OLD, NY 11971 3 sets of Building Plans TEL: (631) 765-;x,802 Planning Board approval FAX: (631) 765-9502 - Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 — Contact: Mail to. Approved >2 Disapproved a/c 0 2-G Phone. Expiration ,20 Buildingnsp ia&or APPLICATION FOR BUILDING PERMIT Date 2008 INSTRUCTIONS a. This application MUST be completely filled 1n by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to 'Scale.Tee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,thq 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 Ilie Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New Yo , a d other'appli.cable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations orf re val or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building ode, ousing code, and regulations, and to admit authorized inspectors on premiseslfl'n building for necessary inspecti ns. ( nature of applicant or name, if a corporation) 2G06 Via, 0 3� V ,eve alver �y ! (Mailing address of applicant)`/1137State whether applicant is owner ssee, agent, architect, engineer, general contractor, electrician, plumber or builder A(Nkam pr mises (As on the tax roll or latest deed) c ora on, s ature of duly authorized officer n the of corporateofficer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locationla which proposed work will be done: pe House Number Street Hamlet County Tax Map No. 1000 Section Block 01 Lot t Subdivision Filed Map No. TRADQRT.t AMU (Name) A7oY W3 a...310A 8t��81ti$A:o1R ,0111;011 Aiat1ua m bailado .M ,131CM 281*3 noitaimm4 IIJ'T .1 == T File Edit View Toolbar Window Help , 38. 1 12 A73889 Sauthotd aez ActivO R1S:'1 Sch€&* Oysier Oonds Sct Susnowskrk Patricia A ': Roll Year: 20176(Curr"fir Fins!qac land ' Larid,`V: 500 9165,Shioymd Ln ' Land Size-:0.33 acres TotalA : 500 { ] Parcel a8. I.12 Site N o- 1 ` I.. A Iwssment Spat Dist] DProperty Class: �1 Ras vac`l�erd Laser Disk No:,^ f Route No:, �._.. ,9' Description _ µ Data Mailer Oowner(s lbad Code: . • j'.Images' - Sewer Type: Date of Reappraisal: Q0�°[1Q!(lOC j Rrs -Vater Supply: •� valuation District ,..� Salp()1117 �J0 utilities; ' Site Values i Site Desirability: Ml, Rplacemonk Goat(RCN): tIbad Typ�:` > RCM Less Depreciation; R ting: " ., - I�I6hd a Cost ' > A >.> Land Estimake: Road-Type: Gast $a Tdtal Eskimake: f DC Entry,T�'!�e; ° i i Regression E'skim��e: _., _ Zoning Code: R-40 1 acre s• `> Camp Total Estimate: ! Final Site Land:1. i _ a Run RPS440 Edits: ❑ Final Site Total: Prints the screen ["Vi.0-1-WN-1711,Nv_i 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHhUl,L1�)i BUILDING DEPARTMENT Do you have or need the followio,before applying? Board of Health TOWN HALLPlans 3 sets of Building SOUTHOLD,NY 11971 Pring Board approval TEL: (631) 765-1,802- Survey FAX: (631) 765-9502 Check www. northfork.net/Southold/ PERMIT NO. Septic Form N.Y.S.D.E.C. Trustees Contact: Examined 20 Mail to: Approved )2 Disapproved a/c � Phone: Expiration,,20 Building Insp for Eli = l l� AUG ; � APPLICATION FOR BUILDING PEMITR eBs y J nT Date 20Q� T.Vfu : h i HOLO INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Buifding Inspector with 3 sets of plans, accurate plot plan to scale.`Fee according to schedule. . b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. ' - C. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building-shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a newpermit-shall be required. ,APPLICATION IS HEREBY MADE,,to Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New Yo , a cl other'applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations orf ' re val or d`emol`ition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building ode, ousing de, and regulations, and to admit authorized inspectors on-premises-ain building for necessary inspecti ns. u t nature of applicant or name, if a corporation) ��_ • ove (Mailing address of applicant)61 9�� State whether applicant is owner ssee, agent, architect, engineer, general contractor, electrician, plumber or builder N e of ner pr mises A0/ � ,� ` O,S�/y ��1�� ' ,; •,. t - (As on the tax roll or latest deed) is is a c ora on, s' ature of duly authorized officer (Nam an rtle of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location la;Mi which proposed work will be done- 177(1 5ff-eFSA House Number I Street Hamlet / County Tax Map No. 1000 Section Block ® f Lot C Subdivision Filed Map No. 1'R1.2 fiNU (Name) ploy W �to Sm ,aiwu9 VMW 801AM 8.014 . �3t3�r f,�!itsYia.3Z at P+�#ti� �a 4101cm ZellQ €f00114fM00 2. State existing use and occupancy of premises andintended see and occupancy of proposed construction: a. Existing use and occupancy_ A-W b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Other Work Repair Removal Demolition (Description) 4. Estimated Cost l,�001 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ( Number of dwelling units on each floor If garage, number of cars ti 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 , -� -� ::.e.. Rear - Depth 8. Dimensions of entir new construction: Front �-D Height Number of Stories 9. Size of lot: Front es Rear ��0 Depth 11v 7 e 10. Date of Purchas -�G Name of Former Owner /%� ��L�Y�%h �S No 11. Zone or use district in which premises are situated v 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES VNO Will excess fill be removed from premises? YES NO 101A 14. Names of Owner o remises Gln! Address/vS���t�� Phone No. Name of Architect 16{ �� 'Addres ws Phone No Name of Contractor Address Phone No. �-X o a 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN_TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 30Qfeet'of a tidal°wetland? * YES NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. � d�perty lines. -.16. Pro'ide°`su�,V to'`scale, with accurate"foundation plan and distance o 17.~If elev at any point on property is at 10 feet or below, must provide to pograp'hical'data on survey. s STAT OF W YORK) S: , CO TY F eirig�-duly sworn,deposes and,says that(s)he is the applicant ame of indi 1 signing contract) above d, (S)He is the (Contractor, nt, Corporate Officer, etc.) TM 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 Notary Public Signature of Applicant ° .. 411 „t J N**_.% mf NNow Jry3 a Ifbrk ft 4g48506.: ilifled in Sofolk County Via! March 20, V. 10c) SUFF0',!"' P, z1o. -A laoll DAT� , -0 A 1A -.40 0 (M" 65039fto 9p APF'?,0vED— FOP,LAAXIWJP"A if '0PROVAL I D Al U k,,,r EXpIREq J'HREF,YE ARl VAUji 0.1 e, 01. Ol 15 .30. 301 0 G 0 i;k "PIC XE ILD GEOSCIENCE ft 0 C-) CICLO OL 167. PARK BROWN LOAM OF 0R 0 W T--u ') BROWN ALT AIL 13� -,u Uz>0 SUR VE Y OF PROPER TY A TEASTMARION PALE BROW •.0 To WN OF SOUTHOLD BROWN AND PA FM TO COARSE SAND SW CL SUFFOLK COUNTY N L. P, y c 1000-38-01-12 S . ?L)f00 P. 5050 SCALE: CERTIFIED TOS MAY 25, 2006 MA Y '?61 2006(TES T HOL CH/CA CO TI TL E INSURA NCE COMPA N Y NORTH FORK BANK JUNE 1, 2006 (CER TIFICA TI PATRICIA SOSNO wSKI AREA N OF NF T '0110ns 101 Mr/ and G#64pok Me oreon ore jr" fiW rQm dolo A04W 4,4w am twn#lar wilh thd STANDARDS FOR APPROVAL N. S. c* AND COW TRUC T/ov OF SUBSURFACE SEWAGE .E CONIC SYSTEA6 FOR UWE FAAa Y RE=ENCES WN abide by 40 ;WWAW Sol (631) 765 - 5020 'QN$ ARE WFfRfjVgCo TO AN AsSUA4,Ep DA TL 4l. Psrmll Ip copstfucl. Avlh thersk and on the P. 0. BOX 909 12.30 TRA VELER STR LAND SV SOUTHOLD, N.Y. //.q7/ two J Y� Z J Town of Southold PC/Codebookfor Windows § 100-25. Merger. [Added 11-28-1995 by L.L. No. 23-19951 A. 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. B. Definitions. "Common ownership" shall mean that the parcel is held by the same person in the same percentage of ownership as an adjoining parcel. C. Exceptions. Lots which are recognized under § 100-24 and meet any of the following categories shall be exempt from the merger provision set forth above and shall not be deemed merged by operation of this chapter: (1) The nonconforming lot has a minimum size of forty thousand(40,000) square feet, or (2) The nonconforming lot obtained a lot size variance from the Zoning Board, or (3) If the lot is not on the map's described in former § 100-12,EN(1) the nonconforming lot has been held in single and separate ownership from July 1, 1983 to date, or (4) [Amended 3-4-1997 by L.L. No. 4-1997] If the lot is on the maps described in former § 100-12, the nonconforming lot has been held in single and separate ownership from January 1, 1997, to date. (5) Each lot is currently developed with a one-family dwelling with a minimum 850 square feet which falls within the existing lot lines and which has a certificate of occupancy or would qualify for one. [Added 3-4-1997 by L.L. No. 4-1997] D. [Amended 3-4-1997 by L.L. No. 4-1997] Proof of merger. The town shall require a person seeking determination of merger to provide any or all of the following documents for evaluation: (1) Proof of the date when the,lot was created and the size of the lot, together with a copy of a legal description of the parcel, all to the satisfaction of the town. (2) A copy of the current tax map and survey of the lot. (3) A copy of the original survey of the lot. (4) A title search showing single and separate ownership of the property from July 1, 1983, to the present time, prepared by a Suffolk County title insurance company indemnifying the Town of Southold with $25,000 of insurance. 1 Town of Southold PC/Codebook for Windows (5) Other additional information or documentation as may be deemed necessary. E. Effect of merger. No building on or other development entitlement will be issued by the town until this section has been complied with. The Building Department will issue a written determination whether a property falls within an exemption to the merger provision. § 100-26. Waiver of merger. 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. (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. 2 ELIZABETH A.NEVILLE .Town Hall, 53095 Main Road TOWN CLERK ca P.O.Box 1179 y _ REGISTRAR OF VITAL STATISTICS Southold, New York 11971� MARRIAGE OFFICER Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER Telephone (631)765-1800 FREEDOM OF INFORMATION OFFICER �'� �`� southoldtown.northfork.net OFFICE OF THE TOWN CLERK �- TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @$10 or Non-Residential @$25 Application No. �1�, Permit No. I� Applicant Name �� Applicant Mailing Address 103 5&C Uv�C`L 11tiQ v e,� �3 Septic Tank_V or Cesspool Brief Description of Proposed Construction or Alteration V�— Location of Proposed Construction/Alteration- Owner of Property: ` -n eio J SosnoLosbi' Owner Mailing Address: Owner Property Address: Ok - � 1 Name and phone number of contact person (06 V Tax Map No: n Sections �� Bl ck Lot Cross Street Y v�Q1 n'i NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL Signature of Applicant Date Received by: FRDi I' :I' FAX NO. Sep. 19 2008 0622AM Pi NORTH STAR TITLE AGENCY,INC. 301 East.Main-Street Riverhead,New-York 11901 VARIANCE,SEARCH TITLE NO.: L 2531381-A STATE OF NEW YORK) -SS: COUNTY OF SUFPOJ K) Patricia A.Juddbeing duly sworn,deposes and says: That she resides at Sal East Main Street,-Riverhead,New York,11901 and is over the age of 21 yews and that she is President of NORTH STAR TTTLE AGENCY,iNC. That under her direction,title was examined to the parcels of land described on the annexed Schedule and labeled Parcels A,B,C,Dand E That said examination,dated July 27,2006 discloses a chain of Title to determine if any contiguous property was owned by an owner ofproperty involved since the date of any previously applicable Zoning Ordinance as of I983. And,that this Affidavit is made to assist the Board of Zoning Appeals to the Town of Southold to reach any determination which requires as a basis therefore the"information set forth herein and knowing f411 well that said Board will rely upon the truth thereof. The Liability hereunder is limited to(One thousand dollars)$1,000.00 for arty ' reason. � ' NOPTR STAR-TITLE AGENCY,INC, Patricia A.Judd- President Swom to before me this 22nd_day of August,2006. t DIAWCXAU4N titlMy� �a�gt�w.YOrk ' CWA* A1�1Att�lAbi�Gour+y bn EVIM APM 12.291;d ` J I L7 A.'� 77�%LA�.t.ti.w•ifs��. Patricia A.Judd President Sworn to before me this.: 22"d day of August,2006, QAMA.AUER jj"rN Wj*ftt001MWYork dim/M1 w�C��Y• ' Apr912,,2008 p Peter Sosnowski Liber: 10839 Cp 423 -to- Dated: February 23, 1989 Thomas Sosnowski Recd: April 20, 1989 LAST OWNER OF RECORD. CHAIN OF TITLE FOR PARCEL "EI: SHIPYARD LANE STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A.Judd being duly sworn,deposes and says that she resides at 301 East Main Street,Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY,INC. That the above are',the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC.' BY: Patricia'A.Judd President Sworn to before me this rd day of August,2006_ OM00 ..000bu 17.64 FROM :PROKOP FAX NO. Sep. 19 2096 06:23PM P4 TITLE NO.: L 2531381-A CRAM OFT7TI,E'FOR FARM"A": Conrad Volenski and Liber. 4536 Cp 452 Jessie Volensld,his wife Dated: October 25,1958 -to- Ree'd: October 28,1958 Peter Sosnowsld and Helen Sosnowski,his wife Helen Sosnowski died—Nothing was found of record in the Suffolk County Surrogates Court. Peter Sosnowski Liber. 10839 Cp 423 -to- Dated: Febmuy 23,19$9 Thomas Sosnowsld Rec'd: April 20,1989 Thomas Sosnowski Liber: 12017 Cp 936 -to- Dated: January 17,2000 Patricia A.Sosnowski Rec'(k February 2,2000 LAST OWNER OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A.Judd being duly sworn,deposes and says that she resides at 301-East Main Street,Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TME AGENCY,INC. That the'above are the true chains of title as shown on the-record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY,INC. Patricia Mudd President Sworn to before me this 22nd day of August,2006. A.11�Gt�ee.f Com. 'h-- NWVW=WW Yore N0.OIAi lstc8ra1 QI,tM" ti dM county OMMMUk�1t soAod+2,2 qWM :PROKOP FRX NO. Sep. 19 2096 06:23FIM PS .t TME NO.: L 2531381-A CfIAXNOp TITLE F®R PARCEL"R": Jessie Volenski Liber. 5193 Cp 563 4o- Dated: June 30,1962 Conrad Volenski and Rec'd: July 9,1962 Jessie Volenski,his wife Conrad Volenski died a resident of Suffolk County on December 3,1982,Suffolk County Surrogates Court File No.48P1983,leaving Jessie Volenski as surviving tenant by the entirety. Jessie Volens"as surviving tenant Liber: 10462 Cp 525 by the entirety Dated: Octobcr 23,1987 _to- Rec'd: November 5,1987 Claire M.Dowling and. William Barron Claire AL Dowling and Liber. 12295 Cp 606 William Barron Dated: December 23,2003 -to- Rec'd: January 15,2004 Claire M.Dowling LAST OWNER OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A.Judd being duly sworn,deposes and says that she resides at 301 East Main Street,Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY,INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY,INC. By- .,..x Patricia A.Judd President Sworn to,before me this 22°4'day of August,2006. WAWALALLM ftkamw%ALM 9M Yak r b t1Y�lic County ' Apn112.26•� SROM :PROKO FAX NO. Sep. 19 2006 06:23AM P6 TITLE NO.: L 2531381-A aC�IAIJW OF TI7'L/s FOR PAJZCEL Peter Cherepowich Liber: 3282 Cp 311 _ _ Dated: September 28, 1951 Joseph Cherepowich and Recd: October 26, 1951 Sophie Cherepowich,his wife Joseph Cherepowich and Liber: 9971 Cp 30 Sophie Cherepowich,his wife Dated: January 23, 1986 -to- Rec'd: February 3, 1996 Joseph A.Cherepowich, Helen Polak and Marion Santacroce Joseph A.Cherepowich and l Libcr: 12137 Cp 271 Susan G. Chcrepowich,his;wife, Bated: July 25,2001 Helen Polak and Marion Santacrpce Rec'd: August 22, 2041 -to- County of Suffolk CORRECTION.DEED: Josepb A.Cherepowich and Liber: 12331 Cp 747 Susan G.Cherepowich,his wife, Dated: April 20,2004 Helen Polak and Marion Sal# acroce Recd: July,20, 2004 -to- County of Suffolk NOTE: Corrects the description set forth in Libcr 12137 Cp 271. LAST OWNER OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A.Judd being duly sworn,deposes and says that she resides at 301 East Main Street,Riverhead,New York'11901 and is over the age of 21 years and that she is President of FORTH STAR TITLE AGENCY,INC. That the above are,the true chains of title as shown on the record in the variance search made under the'above captioned title number. NORTH STAR TITLE AGENCY,INC. u FROM :PROKOP FAX NO, Sep'. 19 2006 12:53PM P1 TITLE NO.: L 2531381-A C'UAIN OF TITLE FOR PARCEL Conrad Volenski and Liber: 4536 Cp 452 Jzssie Volenski,his wife Dated: October 25, 1958 -to- Rec'd: October 28, 1958 Peter Sosnowski and Arlen Sosnowski,his wife Peter Sosnowski and Liber: 4619 cp 371 Helen Sosnowski, his wife Dated: March 7, 1959 To Rec'd: May 1, 1959 Walter Sosnowski and Josephine Sosnowski,his wife Walter Sosnowski died a resident of Suffolk County on June 12, 1969, Suffolk County Suji rogates Court File No.'966P1969, 'leaving Josephine Sosnowski as surviving tenant by the entirety. Jra ephine Sosnowski Liber: 7934 cp 36 To Dated. October 23, 1975 Walter Sosnowski (son of the grantor named above)and Rec'd: October 29, 1975 Yalrieia Sosnowski,his wife I'CITE: Premises is subject to the � �;e Estate of Josephine Sosnowski ?osep'.ine Sosnowski died.,a resid;nL of Suffolk County on June 4, 1977, Suffolk County Suri:,gates Court File Nc+.'1014P 1977. (Disposes of Life Estate in Liber 7934 cp 36) 00T,pany finds no Deed.Nf Record out of Walter and Patricia Sosnowski to Peter hc�showski. P e:•`.,:r Sosnowski Liber: 10839 Cp 423 -to- Dated: February 23, 1989 M':,1ircas Sosnowski Rec'd: April 20, 1989 L,,%ST OWNER OF RECORD. C VAIN OF TITLE FOR 'k�!AR•.,7RL "Ell; SjfPYARD LANE NEW YORK)", SS: COUNTY OF SUFFOLK) Patricia A. Judd b:.;ing duly sworn, deposes and says that she resides at 301 East do Street, Riverhead,Now York 1190.1 and is over the age of 21 years and that she is President of NORTH STAFF TITLE raGENC,Y, INC. That the above are the true eF Aris of titic as shown on the record in the variance scaxch made under the above captioned,title number. NORTH STAR TITLE AGENCY, INC. BY: Patricia A.Judd President Sworn to before me this 2nd .,ay of August,2006. envrr ofA eA Mooe"Mme warm PUBLIC,So"w Now%bm NO.011408125814 a talRr Qua Heb In ouffmk COURV E kM OefObK 17,Am. 52 Josephine Sosnowski died a resi&nt of,SuMlk County oil June 4, 1977,Suffolk County Surrogates Court File No. 1014P1977.-,(Disposes of Life Estate'in Liber 7934 cp 36)" , Company finds no Deed of Record.otit=of Walter and.Patricia Sosnowski.to Peter Sosnowski. Peter Sosnowski ; Liber: 10839 Cp 421, . -to- Dated:,February-23,198 9 Thomas Sosnowski Rec'd: April-20,1989- LAST OWNER,OF RECORD. -CHAdN OF TITLE FOR PARCEL SHIPYARD LANE STATE OF NEW YORK}. SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 301 East Miin,Street,Riverhead,New York 11901 and is'over the age of 21 years and that she is President of NORTH STAR TITL;3,AGENCY, INC. That the above are-the true chains.of title as_shown on the record in the.variance search made under the above captioned title,nurnber. ; NORTH STAR TITLE AGENCY, INC. 'Patricia A: Judd President Swornto before me this 2n`'day of August,'2006. lam-- • ._ ,` MANY PUB U 1G.0. 80ft of NSW YM No.01H0e�s6910 flua111iad In 8u(folk Cowry FROM :PROKOP FAX IVa. Sep. 19 2006 06:22AM P2 TITLE NO.: L 2531381-A I)ESCI@I)MONS,CONTIMED. . PARCEL V".- (AD.1.Oi*NINGMRTM.- Described Property 1000-038.00-OI.00-011.,000 PARCEL"C": r.Mt0INl1VG-8AST1: Described Property 1000.038.00-01.00-001.013 ZARP Described Property 1000-638.00-01.00-013.000 P, lRt^.PG"ls�'e lO1i�MG�3'�5�.• Shipyard Zane 6p, STATE OF NEW YORK) SS: COI69t1FF0LX) "Patrieia A.Uild being duly sworn,deposes and says that she.resides,at 3011ast Main-Street,Riverhead,New York 11901 and is over the age of21 years and dW she is President of NORTH STAR TITLE AGENCY,INC. That the above is the true description of the 80ject,premises and of the adjoining premises as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY,INC, B Patricia A.Judd, President -9wom t6before me this, 2e day of August,2006. l�iE,Qvn'L 6L- QV A'x _ FPNt :PRQKOP FAX NI). : , Sep. 19 2006 06:23AM P3 TTTLENO.:-L 2531381-A ."y1ESCRIPITONS " tARCNL"A'�- aLA_W_ &gHISESI. ALL that certain plot,piece or parcel of land,situate,lying and heing at East Marion in the Town of Southold,County of Suffolk and State ofNew York, bounded and described as follows: 13EGDR41NG at a point on the easterly side of Shipyard Lane distant 1084.00 feet (more or less)southerly from the comer formed by the intersection of the'southerly side of Main Road(P.R.25)with the easterly side of Shipyard bane;said point also being the northwest comer of the premises herein described and the southwest comer of land now or formerly of W_Barron; RUNNING THENCE North 65 degrees 39 minutes 40 seconds East along said land now or formerly of W.Barron,167A8 feet to land now or formerly of M.Santacroce and Suffolk County; THENCE South 24 degrees 56 minutes 30 seconds East along said last mentioned land,100.00 feet to land now or formerly of T.&P.Sesnowski; THENCE South 65 degrees 39 minutes 40 seconds West along said last mentioned land,167.50 feet to the easterly side of Shipyard Lane; THENCE North 7,4 degrees 55 minutes 30 seconds West along the easterly side of ' Shipyard Lane,100.00 feet to the point or place of BEGINNWG. ALSO,known and designated on the Real Property Tax Map as: DIST: 1000 SEC: 038.00 BILK: 01.1?0 LOT: 012.000 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A.Judd being duly sworn,deposes and says that she resides at 301 East Main Street,Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY,INC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search made under the above captioned, title number. NORTH STAR TTTLE AGENCY,INC. BY. Patricia A.Judd . ' Pt�ident Sworn to before me this 22id day of August,2006.AA�� er0u M"Cwn Mon AM 12,2008 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 26, 2006 TO: Shoreline Development Corp. a/c Sosnowski 1039 Sound Avenue Calverton,NY 11933 r Please take notice that your application dated October 25, 2006 For permit merger determination at Location of property: 1165 Shipyard Lane, East Marion,NY County Tax Map No. 1000 - Section 38 Block 1 Lot 12 Is returned herewith and disapproved on the following grounds: The subject lot has merged with an adjacent lot(SCTM# 1000-38-1-13)pursuant to Article II Section 280-10 (A), which states; "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lit 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(5 0) feet or more in distance. Nonc9 s shall merge until the total lot size conforms to the current bulk schedu euirements." I fr orifi Si ure CC: file, Z.B.A. TOWN OF SOUTHOLD PROPERTY RECORD CARD - 3 OWNER STREET VILLAGE DIST. SUB. LOT FORMEROWNER • r; E ACR. ski W TYPE OF BUILDING dshle ZES. SEAS. VL. 3/1 FARM COMM. CB MISC. Mkt. Value ' LAND IMP. TOTAL DATE REMARKS C t pt r 0n v- �t 7712 � O r ylz000-- L v/ �3 iso es ' � v�tsl� . ,00a AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Fillable 2 Fillable 3 Noodland swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD +0 o -louse Plot DEPTH 0 BULKHEAD -otaI DOCK COLOR I i TRIM i i A. Bldg. Foundation Bath Dinette xtension Basement Floors K. -xtension Ext. Walls Interior Finish LR. xtension Fire Place Heat DR. Type Roof Rooms 1st Floor BR. orch Recreation Roorn Rooms 2nd Flooj FIN. B. 'orch Dormer ;reezeway Driveway is rage 'atio ). B. Total t Permit# Permit Date EScheck Software Version 3.7 Release I b Compliance Certificate Project Title: THE COVENTRY Report Date-08/08/06 Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type- Detached 1 or 2 Family Heating Type- Non-Electric Glazing Area Percentage: 19% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: SHIPYARD LANE SCHEMBRI HOMES ROBERT HIGGINS ARCHITECT EAST MARION,NY 1039 SOUND AVE 208-3351 CALVERTON,NY exp• - ,- t, iib<;.,: ',� TR� - g z • 9 - 6 B m m- �2' m m • e Ceding 1:Flat Ceiling or Scissor Truss: 1152 38.0 0.0 35 Ceiling 2.Cathedral Ceiling(no attic): 85 19.0 0.0 4 Ceiling 3:Flat Ceiling or Scissor Truss: 58 19.0 0.0 3 Wall 1•Wood Frame,16"o.c-: 1840 130 0.0 124 Window 1•Wood Frame:Dpuble Pane with Low-E: 251 0.340 85 Door 1-Solid: 40 OA00 16 Door 2:Glass: 40 0.330 13 Wall 2:Wood Frame,16"o.c.: 552 19.0 0.0 23 Window 2:Wood Frame:Double Pane with Low-E: 135 0.340 46 Door 3 Glass- 40 0 330 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 1237 300 0.0 41 Statement of Compliance:The proposed budding represented in this document is consistent with the building plans,specifications, and other calculations submitted with this permit application The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Budder/Designer Company Name Date THE COVENTRY R ��g� of4 s REScheck Software Version 3"7 Release I b Inspection Checklist Date: 08/08/06 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2.Cathedral Ceiling(no attic),R-19.0 cavity insulation Comments: ❑ Ceiling 3:Flat Ceiling or Scissor Truss,R-19.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1•Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19 0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments• ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U factors,describe features #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.400 Comments: ❑ Door 2•Glass,U factor.0.330 Comments: ❑ Door 3•Glass,U factor_0.330 Comments: Floors: J ❑ Floor 1:Alt-Wood JoistlTruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-1C rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: ❑ Required on the warm4n-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. THE COVENTRY Page 2 of 4 ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ❑ Return ducts in unconditioned attics or outside the budding must be insulated to R-4. ❑ Supply ducts in unconditioned spaces must be insulated to R-8. ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R- ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements_ Duct Construction: ❑ All joints,seams;and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in w g.(500 Pa) ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Fireplaces: ❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: C3 Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1_ Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time dock Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2 THE COVENTRY Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Wafer Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 20 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25'to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 10 Bnne Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) THE COVENTRY Page 4 of PECOIVIC ABSTRACT, INC. Agent for ' FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK P.O. BOX 1267 405 OSTRANDER AVENUE RIVERHEAD, NY 11901-0902 (631) 369-0222 Fax: (631) 369-4020 November 20, 2006 Rudolph H. Bruer, Esq. 55000 Main Road Southold, NY 11971 Re: Title No. L-364,514 Single&Separate Search— Sosnowski—1000.38-1-12 Dear Mr. Bruer: Enclosed herewith, please find Variance Search on the above referenced matter. Please be advised that the conveyance of Tax Lot 13 from Peter Sosnowski to Thomas Sosnowski by a Deed dated 2123189, recorded 4120189 in Liber-10839 page 423 is in error and should have only conveyed Tax Lot 12. Tax Lot 13 had already been conveyed out to Walter and Josephine Sosnowski by virtue of a Deed dated 317159, recorded 511159 in Liber 4619 page 371. Therefore, premises should be found in Single&Separate by the Town of Southold. Very truly yours, Jeanne Anstett, Office Manager JA/mv Encl. , a < c e TITLE NUMBER: L-364,514 VARIANCE SEARCH JEANNE ANSTETT, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 386 MARCY AVENUE, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OFFICE MANAGER OF PECONIC ABSTRACT, INC., AN AUTHORIZED AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK, AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 11/2006 AND TO DISCLOSE IF SUBJECT PREMISES IS IN FACT SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 1/1/58. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE BOARD OF ZONING APPEALS OF THE TOWN OF SOUTHOLD TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY 'OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY , REASON. DATED: 11/20/06 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 20th DAY OF NOVEM ER 6 UN,kBY. NOTARY PUBLIC JEANNE TETT OFFICE MANAGER MICHELLE VAIL Notary Public, Stat&of New York No: 01VA4989798-Suffolk County bct Commission Expires December 16,20_.-. t t TITLE NUMBER: L-364,514 SUBJECT PREMISES: 1000-038.00-01.00-012.000 The New York Trust Company, as Executor and Dated: 11117145 Trustee under the Last Will and Testament of Recorded: 11129145 Julia Avery Fish, Elizabeth H. Brinsmade flkla Liber 2509 page 113 Elizabeth H. Fish, as Residuary Devisee under (premises and more) The Last Will and Testament of Harold Latham Fish, Florence Fish, as Residuary Devisee under the Last Will and Testament of Edmund Fish To Conrad Volenski and Jessie Volenski, his wife Conrad Volenski and Jessie Volenski, his wife Dated: 10/25/58 To Recorded: 10128/58 Peter Sosnowski and Helen Sosnowski, his wife Liber 4536 page 452 (Tax Lots 12 and 13) No proof of death for Helen Sosnowski in Suffolk County. Peter Sosnowski Dated: 2123189 To Recorded: 4120189 Thomas Sosnowski Liber 10839 page 423 (premises and more — Tax Lots 12 and 13) (Peter Sosnowski had already conveyed out Tax Lot 13 in 1959.) Thomas Sosnowski Dated: 1117100 To Recorded: 212100 Patricia A. Sosnowski Liber 12017 page 936 (subject premises — Tax Lot 12) LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 20th day of November, 2006 ` � by: Notary Public Jeanne ett, Office Manager MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk County G Commission Expires,December 16,20 TITLE NUMBER: L-364,514 NORTH OF SUBJECT PREMISES: 1000-038.00-01.00-011.000 The New York Trust Company, as Executor and Dated: 11117145 Trustee under the Last Will and Testament of Recorded: 11129145 Julia Avery Fish, Elizabeth H. Brinsmade flk/a Liber 2509 page 113 Elizabeth H. Fish, as Residuary Devisee under (premises and more) The Last Will and Testament of Harold Latham Fish, Florence Fish, as Residuary Devisee under the Last Will and Testament of Edmund Fish To Conrad Volenski and Jessie Volenski, his wife Conrad Volenski Dated: 1219158 To Recorded: 4130159 Jessie Volenski Liber 4619 page 238 (subject premises) Jessie Volenski Dated: 6130162 To Recorded: 719162 Conrad Volenski and Jessie Volenski, his wife Liber 5193 page 563 No proof of death for Conrad Volenski. Jessie Volenski, as surviving Tenant by the Dated: 10/23/87 Entirety Recorded: 11/5/87 To Liber 10462 page 525 Claire M. Dowling and William Barron Claire M. Dowling and William Barron Dated: 12/23/03 To Recorded: 1/15104 Claire M. Dowling Liber 12295 page 606 LAST DEED OF RECORD Sworn to before me this . PECONIC ABSTRACT, INC. 20th day of November, 2006 yr c A IMx U by: Notary Public Jeanne An /, Office Manager MICHELLE VAIL Notary Public,State of New York No. 01VA4989798-Suffolk County Commission Expires December 16,20 0 , l 1 l I TITLE NUMBER: L-364,514 SOUTH OF SUBJECT PREMISES: 1000-038.00-01.00-013.000 The New York Trust Company, as Executor and Dated: 11117145 Trustee under the Last Will and Testament of Recorded: 11129145 Julia Avery Fish, Elizabeth H. Brinsmade flkla Liber 2509 page 113 Elizabeth H. Fish, as Residuary Devisee under (premises and more) The Last Will and Testament of Harold Latham Fish, Florence Fish, as Residuary Devisee under the Last Will and Testament of Edmund Fish To Conrad Volenski and Jessie Volenski, his wife Conrad Volenski and Jessie Volenski, his wife Dated: 10125158 To Recorded: 10128158 Peter Sosnowski and Helen Sosnowski, his wife Liber 4536 page 452 (Tax Lots 12 and 13) No proof of death for Helen Sosnowski in Suffolk County. Peter Sosnowski and Helen Sosnowski, his wife Dated: 317159 To i Recorded: 511159 Walter Sosnowski and Liber 4619 page 371 Josephine Sosnowski, his wife (Tax Lot 13) Walter Sosnowski died 611211969. Josephine Sosnowski Dated: 10123175 To Recorded: 10129175 Walter Sosnowski and Liber 7934 page 36 Patricia Sosnowski, his wife (Tax Lot 13) LAST OWNERS OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 20th day of November, 2006 by: Notary Public Jeanne An to , Office Manager MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk County Commission Expires December 16,20 TITLE NUMBER: L-364,514 EAST OF SUBJECT PREMISES: 1000-038.00-01.00-001.013 Peter Cherepowich Dated: 9128151 To Recorded: 10126151 Joseph Cherepowich and Liber 3282 page 311 Sophie Cherepowich (premises and more) Joseph Cherepowich and Dated: 1123186 Sophie Cherepowich Recorded: 213186 To Liber 9971 page 30 Joseph Cherepowich, (premises and more) Helen Polak and Marion Santacroce Joseph G. Cherepowich, Dated: 7125101 Susan G. Cherepowich,Helen Polak Recorded: 8122101 and Marion Santacroce Liber 12137 page 271 to (premises and more) County of Suffolk (Development Rights) Correction Deed: Joseph Cherepowich, Dated: 4124104 Susan G. Cherepowich,Helen Polak Recorded: 7120104 and Marion Santacroce Liber 12331 page 747 to County of Suffolk (Development Rights) LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 20th day of November, 2006 C,CCev� b a-,tA by: Notary Public Jeanne Anstt, ffice Manager MICHELLE VAIL Notary Public, State of New York No. o1VA4989798-Suffolk County 1)1 Commission Expires December 16,20 s• TITLE NUMBER: L-364,514 WEST OF SUBJECT PREMISES:- SHIPYARD LANE Sworn to before me this PECONIC ABSTRACT, INC. 20th day of November, 2006 ufy"-� ()C(-' f by: Notary Public Jeanne An , 0 ce Manager MICHELLE VAIL Notary Public, State of New York No. o1VA4989798-Suffolk County Oq Commission Expires December 16,20 i _ P0 rzw' m I 1\ i \`1 I 1 'Al ICES -TR PIV ` F 1-ANG R 1 / �� "� cn st�'�a.�y.;���Jriy,T� �����.�;:��,.: v W NEo E /dam o Z ,, J 1b DA F: _y�a• (�. ;� w. C N ro R t�' FOR tvlr�1.IM(ij -I D � o e►• e�30 �pE o irXPikcS t'tia�E�Y Aft. �6()�d; f i � isA SIS 00 TESTHOLE s y�5 amu, S ptP� BYMc/..'01VALD C.EOSC/ENCS \ r_ 01 50 S PARK BROWN LOAM OL Z m m OF C (a 40 r-o R Ca SURVEY OF MARION PROPERTY BROWN SILT ML �- �1-10 Z QQO a E!®®1 S /fv0A RI® ® VAN OF SOUTHOLD BROWN AND PALE BROWN " W SUFFOLK COUNTY, N Y FINE TO COARSE SAND SW a3gL40 L��NG -SER 1000-38- - 65 WE WP � ', Por12 s D g�►c ��0 SCALE: 11'f=30-' e g0 CER TIFIED TO, C " ,r & F. MA Y 25002006 v �� CHICAGO TITLE INSURANCE COMPANY 6(TEST HOL c t4jo�F NORTH FORK BANK JUNE 1, 2006 (CERTIFICA TI PATRICIA SOSNOWSKI =` AREA 16,,748 ',apt j f,®F Ne The /ocoflons of w6//s and cesspools � � .-shawn horaon or* Ir,OM -#Wd oagjrvaf/ s I am /®mlllor wllh the STANpARDS FOR APPROVAL N. S l 6/ and or from d�J,p 4�j�fjp � fpq�p gt�h 's. AND CONSTRUCTION OF SUBSURFACE SEWAGE DI, OSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES P CO N/C S vAd W/l/ Qb/de by the c0fl0#00S set forth /hereln and on /he /23 765 - 5020 ELEVA T/O/yS ARS / F�/ENDED TO AN ,gSSU/b1,,c'p DA TuM. R4rm/1 to construct. P. 0. BOX 909 S 12300 TRAVELER STR gU SOUTHOLD# N.Y. 11971 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 www.northfork.net/Southold/ PERMIT NO. 3a 777 Check Septic Form N.Y.S.D.E.C. Trustees Examined �✓ ,2�� Contact: P ATT4 0A ''V S,1U�S� Approved 12 Mail tto: g2 1. Le 44_&A�--&4 Disapproved a/c "7 Phone: 77(A S—( Z Z-2_ i Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT F - = Datc 20 l� 7 INSTRUCTIONS a:\This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. -b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole of in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed`within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. r n � Er/II (Signature of applica or name,i a corporation) (Ma m address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises C 1 G�_ �� S 0 0 ltd S k/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 9 � y 1. Location of land on which proposed work' ill be donI1(as sh , ay �-� House Number Street Hamlet } „ County Tax Map No. 1000 Section 39 Block � ,!,, ;`_Lot Subdivision Filed Map No. (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VA. b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost I / sy D Fee w a 00;-0-0 (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: 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 1;L g Rear. 8 Depth Y Height Number of Stories_ 9. Size of lot: Front ` Rear b–b Depth 16 -7 10. Date of Purchase 12,00 6 Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO–k 14. Names of Owner of premises Address Phone No. Name of Architect Qb - S/Vt Address Gt- Phone No 2-69-33 l Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF15�f�� t a \ di-x� being duly sworn, deposes and says that(s)he is the applicant ame of individual sign/g contr ct) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) t 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 0(p 44—day of 20 Notary Public Signature of A licant CAROL S ate New York ER 01 Notary Public, No. M16003086 qualified in February 23 Commission Exp Mt"INW0,111111"t" G MRAL CMIST"UC ' 0N, 1y�0 ' S 1. All construction shall conform to the Residential Code of New York State- 12. Basements with habitable space and every sleeping room shall have 23. glazed openings in Wood-Borne debris regions (areas within- effective January 2003, and all Local Building and Zoning Codes and the at least one openable'emergency escape as follows: hurricane prone regions within 1 mile of the coastal high water TOP PLATES New York State Energy Consevation Construction Code. ALL CODES Sill height of not more than 44 inches above the floor. ` line were the basic wind speed is 110 miles per hour or greater Shall supercede the drawings and shall be incorporated into the A. Minimum net clear opening of 5.7 sqaure feet. or 120 miles per hour, shall meet the requirements of the large � ,r- 4 '��2 - SIMPSON LS50 ,�'�'" _� 2 - SiMPSON LS50 Typcial Nailer ---- drawings WHETHER they are indicated on the Plans or NOT. Except grade floor openings shall have a minimum net clear Missile test ASTM E 1996 and the ASTM E 1886 ,,,, �'' 2x Nailer with 1/2" lag bolts opening or 5 square feet. referenced therein. " " p g q 5/$" Fire Rated Gypsum '' ' '•" ( at 24" on Cerner, 2: The reference Standard that was utilized in the Design of the B. Minimum net clear opening height shall be 24 inches. +,� 1/2" PLYWOOD SHEATHING Simpson LPT4 connector to " Board Interior with 5d -' the structure is the AMERICAN FOREST & PAPER ASSOCIATION C. Minimum net clear opening width shall be 20". A. EXCEPTION: @ ;;;,�.�; APPLIED VERTICALLY AND Each Rafter. Wood Frame Construction Manual for one and two family'dwellings D. emergency escape and rescue openings shall be operational Wood Structural panels with a minimum of thickness of 7/16 inch : ; Cooler nails @ 7" o.c. - ;;; NAILED WITH 8D NAILS 1995 High Wind edition. (800-890-7732) THIS MANUAL shall from the inside of the room without use of keys or tools. and a maximum span of 8 feet shall be permitted for opening •; ;� 6" ON CENTER AT EDGE be incorporated into the drawings WHETHER they are indicated protection. Panels shall be precut to cover the glazed openings �I AND 12" ON CENTER << ' on the plans or NOT. 13. No back-fill shall be placed against the soundation walls with attachment hardware provided in the table below. IN FEILD. ' until the first floor framing is in place or brace the foundation Label all panels and store in a clean dry area of the house. PHD5 HOEDOWNS ,'a,�� ' Teco at each rafters 3. Written Dimensions take precedence over scaled dimensions Attachements shall be provided in accordance with the table PROVIDE ON EACH SIDE '' ' ' 14. Double oists under parallel artitions and under whirl oil tubs. as follows: i OPENINGS AND fit! all Waif hales j p P HOLDOWNS BEYOND 4. The contractor prior to the start of construction shall verify Ili Double around openings in floor and roof framing. �'� AT GARAGE CORNERS Simpson BCS Post dimensions; existing or new and be responsible for field fit. �' Cap at each past to Built Up Wood Header 15. Metal flashing shall be instodled were concrete abuts wood, .Fastener Schedule far wood 12IMood panels WITH 14 SDS 1/4"X3" Wood Screws �� CONCRETE FOUNDATION Header with 6 - 16d Block out with Plywood 5. All electrical, Mechanical and Plumbing shall conform to all State, Local amd were decks abut house framing. -'f Slmpson STSG 16" Anchor BOIL. -�_ nails flush with post, and Trim UJ and .County Godes and shatl be inspected and approved by the governing TABLE 1609.1,4 with 5r4" Pine or Aluminum. agencies. The General Contractor sahll be reponsible for al, installation, 2x6 ledger nailed to � g � � 16. Install joist hangers at all flrlsh structure! load bearing conditions. materials, design and code compliance. framing and Toe nail Ceiling Joists with 3-8d 17. ALL habitable rooms shall be provided with aggregate glazing area Fastener Panel Span Panel Span Panel Span nails Porch Column ortv, IV 6. The Plumbing system shall be installed in acoordance with Chapters of not less 8 percent of the floor area of that room, and the minimum Type Less than or less than or less than or WALL BRACING PANEL WALL BRACING PANEL Post - see plans 10 )7 25-32 of the residential Code of Newyork. openable area to the outdoors shall be 4 percent of the floor area being equal to 4 feet equal to 6 feet egaul to 8' INSIDE VIEW OUTSIDE VIEW DECKING "' ventilated. Refer to Code s-ction R303. 7. The Electrical equipment and wiring shall be installed in accordacne Simpson LTiP4 or with Chapters 33 -42 of the Residential Code of New York State. 18. All window and door headers to be 2-2x10 unless noted otherwise. 2-1/2"#6 Wood 16 inches 12 inches 9 inches TYPICAL pt WALL BRA IN PANEL DETAILS REQUIRED BETWEEN Equal at each Screw or 10d on center on center on center ___ __ FLOOR SYSTEM '- NailsGARAGE DOOR OPENINGS AND AT EACH CORNERS /post to Deck Joist 8. The mechanical system shall be installed in accordance with Chapters 19. Vent dryers to exterior and bathrooms shall have mechanical ventilation 2X DECK JOISTS-see plan 12-24 of the Residential Code of new York State. where no window is provided on a separate switch. OF THE GARAGE. NTS 2 x ACO Treated Nailer Board 2-1/2"48 Wood 16 inches 16 inches 12 inches (one size larger than joist) each 9. All Footings shall bear on Virgin, undisturbed soil with a minimum 20. Guardrails are required where the difference in GRADE is more than Screws on center on center on center - �. bearing capacity of 1-TON per square Foot. 30 inches and openings in guardrails shall be less than 4 inches apart. Lag Bolted to framing with joist to girder Ul " 1/2" diameter HOT DIPPED Strap back of Handrails are requried on stairs with 2 or more risers. 1 Poured in Place concrete shall have an ultimate compressive strength This table is based on a maximum wind speed (3-second gust) galvanized bolts at 24" o.c. / post to Header 0. ou p staggered. Nail each Joist with ! Simpson BCS Post Cap /� at 28 days of 3000 psi, Except exposed slabs, garage slabs and steps 21. Smoke Alarms: Shall be provided in each sleeping Room, outside of of a 130 miles per hour and a 33 foot mean roof height. 99 % w t Typcial Ga v. �� or Equal at each post y P to Nailer with HOT DIPPED ' shall be 3500 psi. All work shall be in accordance with Chapter 4 of the each separate steeping area in the immediate vicinity of the bedroom Strap h En Nails „ Residential .Code of New York State. All Concrete shall conform to and on each storyof the dwelling, includingbasement and cellars. Alarms Fasteners shall be installed at opposing ends of the wood at each Joists Hangers �, /� in each End �` 4x4 or 6x6 POST the latest ACi standards. shall be interconnected and hard-wired to a commercial source. structure! panels. at each joist. \�� SEE Foundation Plan WHENEVER an alteration, addition, or conversion is made to an Existing ENDWALL��r 11. Base design value for visually graded dimensional lumber. Joists, studs Residence,the smoke detection system of the ENTIRE residence must be Where screws are attached to masonry or stucco, they shall D Rafters and All Framing lumber shall be DOlUG-Fir#2 or better, brought up to code, hard-wired and interconnected. Code section R317 be attached utilizing vibration resistant anchors having s � ENDWALL Simpson Concrete Based on Table 4A 1�/FCM) E=1.6, Fb= 875 psi, Fv= 95psi, Fc = 1300 psi minimum ultimate withdraw capacity of 490 pounds. post to Concrete „ -- F IL repetitive member shall be: 2x8=1208 psi, 2x10 = 1107psi 22. Carbon Monoxide Alarms: Ali CO alarms shall be connected to the lighting Floor and Ceiling JOISTS TYPICAL STRAPPING FOR connector A8U44 ' requiring he following: circuit o intervening wall switch. Battery-powered alarms are not allowed. or equal ALL EXTERIOR LUMBER Shall be ACQ requ g t g cI cu t with n g � a.) All Fasteners 6hall be HOT DIPPED GALVANIZED ASTM A 153 class D CO alarms are'required on each level on which sleeping quarters are located. BLOCKIN PORCH/DECK CONSTRUCTION �01 OR STAINLESS STEEL. Provide one Detector in the Basement and one on the First Floor. DESIGN LOAD INFORMATION TYPCIAL b.) Use Copper flashing Only against ACQ Lumber Sill Plates AT 48" OC DETAIL FOR STRAPPING PURPOSES ONLY, REFER TO c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc 23. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shat! be A. Ground Snow Load: 45 psf 2-BAYS IN PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. shall be Hot-Dipped Galvanized or Stainless Steel. installed in accordance with the manufacturers latest installation details, B. Rooms other than sleeping: LL = 44psf, DL = 1 Opsf BLOCKING at 48" on center d.)ACQ Above Ground (.25), ACQ Ground Contact(.40) Framing connectors, Alllo n�ahie Hole diagrams, specifications, etc. C. Sleeping Rooms: LL = 30psf, DL = 10psf �-- D. Roof: LL = 30psf, DL = 10psf SECTION A - A �PHD5 E. Roof with cathedral Ceiling: LL = 30psf, DL = 15 psf END WALL BLOCKING DETAIL PHD5 I-3/ HOLDOWNS ROOF SHEATHING ATTACHMENT REQUIREMENTS F. Decks & Exterior Balconies: LL = 60psf, DL = 10psf HOLDOWNS CD N.T.S. Nailina Schedule for Lateral andShear . G. Guardrails and Handrails: LL = 200psf PROVIDE AT FIRST AND SECOND O o BASED ON TABLE 3.8 OF THE 1995 WFCM HIGH WIND ADDITION H. Attic without Storage: LL = 10psf, DL = 10psf FLOOR GEILINCx LEVELS Connection, requirements Maximum Nail spacing for 8d Deformed nails I. Attic with storage: LL = 20psf, DL = 10psf ME ...J t .�.......�.. J. Seismic Design category; C A 4 3.'i OF THE UJFGM 1995 HIGH LIND ADDITION K. 3-second design gust wind speed of 120 mph �3ASED ON TAIJLE 3.1, 3.3 , 3. 2'-O" MIN (� FASTEST MiLE WIND SPEED V 100 (t-IPH) Fastest Mile Wlnd Speed @ 100 (MPH) PHD5 HOLDOWN --� PHD5 HOLDOWN W W E 5/8"THREADED TYPICAL HOLD-DOWN PLAN NUMBER OF NAIL SPACING HING LOCATION S Spacing At ane) At intermediate ROD 5/S" THREADED TYPICAL HOLD-DOWN PLAN DETAIL @GARAGE � DESCRIPTION Cay MOIN NAILS S TEAT p g p ENERGY NOTES ROD, IMBED 7" DOOR CORNERS Z (SEE NOTE A) edges edges DET AIL BETWEEN GARAGE 1. The Architect certifies that to the best of his knowledge, MiN. INTO 9� CN'JV COUPLER ROor r^"'RING INTERIOR ZONE 12" o.c. 6" 12" belief and professional judgement, the drawings are in compliance �' CONCRETE DO QR OPENINGS O with the RES-CHECK report for the New York State Energy NUTS FLR JOIST N.T.S. Z RAFTER TO TOP PLATE(TOE NAILED) 3-8D EACH RAFTER 16" c.c. 6" 12" Conservation Construction Code effective July 3, 2002. 5/8" THREADED N.T.S. (f} r ,� CEILING JOISTS TO TOP PLATE(TOE NAILED) 3-8D EACH JOIST PERiI\1ETER EDGE ZONE 12"o.c. 4° 6" ROD, IMBED 7" W V UJ 16" o.c. 4" 6" 2. Ail HVAC systems shall meet the NYS Energy Code. It shall cone Slab PHD5 1-1/4 gale, x 20 gage W be the responsibility of the General contractor to submit MIN. INTO CONCRETE' �� HOLDOWN ~ Z _J CEILING JOISTS TO PARALLEL P.AFTERS(FACE NIALED;) rr16D EACH LAP � 0 in detail the design, calculations, drawings of the mechanical, coil strap with (5) 8d nails (� Fasteners for asphalt shingles shall be galvanized or stainless steel, air conditioning, ventilation. heatingsystems stamped b a LLL Z 0 CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5 16b EACH LAP aluminum or copper roofing nails, minimum 12 gage shank with a professional egineer if required bthe Owner or Building Dept. -3/8" in each end at each rafter. COLLAR TIES To EACH RAFTER(FACE NAILED) 4-8D EACH TIE minimum 3/8" inch diameter head. the fasteners shall penetrate J through the roof sheathting and comply with ASTM F 1667 3. All lass to be double paned, insualted with a LOW-E Coating _ --BUILDING Each Rafter on Each side �'� BLOCKING To RAFTER(TOE NAILED) 3-8D EACH END g p TYPICAL CORNER PHD5 TYPICAL PHD5 HOEDOWN CORNER of Ridge to have Q E-- W and shall have a U factor of not greater than .35 SECTION DETAIL W All asphalt shingles shall have self-sea{ strips or be interlocking, HOLDOWN SECTION DETAIL N.T.S. Simpson LSSU variable W W LL RIM BOAP.D TO RAFTER(END NAILED) 2-16D EACH END and comply with ASTM D 225 or ASTM D 3462 4. All exterior doors, including the basement door shall be insulated anG�ARAGE WALL5_ TYPICALQORNER HOLD-DOWN pitch connector Z Z J � RAFTERS TO RIDGE,VALLEY OR HIP(TOE NAILED) 4-1f.D EACH RAFTER with a maximum U factor of A and have weatherstripping. N.T,S. For normal applications, asphalt shingles shall be secured to roof Exterior fire rated doors shall have the same U factor and PLAN DETAIL or equal (� W Q� weatherstripping and shall be self-closing. N.T.S. � �f1 0 RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-16D EACH RAFTER with not less than six fasteners per strip, pp g g �'� �•J WALL FRA�"INC yfSimpson PHD5 RETA ' "'�r-� ICE PROTECTION with 14-Simpson PURS IAN Tc. An ice barrier that consist of at least two layers of underlayment ! SDS 1/4x3" wood UPS RT10 ANCHOR OF TMI:TOWN e' L�. TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER FOOT cemented together or of aself-adhering polymer modified y screws. at each Rafter. With OCCUPANCY 0 TOP PLATE AT INTERSECTIONS(FACE NAILED) a 16D JOIST-EACH SIDE bitmumen sheet. Ice protection shall extend from the eaves _ ' • ;j I I (6) 8d nails in Rafter USE 1S UNLAWFUL nor" �[ I'��'� edge to a point at least 24 inches inside the exterior wall line I. , r.` 1"�, `� ``� r D 7 STUD To STUD(FACE NAILED) 2-16D 24"ON CENTER of the building. 5/8" Threaded Rod ✓� (8) 8d nails in Plate .,' (6) Sd nails in Stud WITHOUT CERTIFICA DATE: � ?� ;.4 HEADER TO HEADER(FACE NAILED) 16b 16"O.C. ALONG EDGES WINDOW HDR ! NOTE A: For roof and wall sheathing within 4-feet of the perimeter OCCUPANCY AFTER T I� �� �' w TOP AND BOTTOM PLATE TO STUD 2-160 EACH STUD ed e of the roof, include on each side of the roof peak, 1-314 x 20 Gage Metal rSG�ll TIEBUILIs;°; �,�,'Ih�N� A Q 9 c� BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER Fool the 4-foot perimeter edge zone attachment requirements �- \� i / ---Typcial floor system Strap with (6)-8d common nails N-L , r i r,: ;oh ��'_ v shall be used. / j ;.=f,c 4x - o in e-:ch end. catch jack studs ;F ! '�; CD DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET e tsD 1-3/4" x 20 Gage Metal Coil Simpson PHDS "OF END JOISTS,FACE NAILED IN LAPPED AREA Strap with (6)-8d common nails and window or door Header. 1. a:; ,°TIG+4 - WAL L SHEATHING ATTACHIIYRENT REQUIREMENTS �, with 14-Simpson � Typical each side and ALL CUT -"---- in each end. catch jack studs " LENGTH„ 4f•, l• 'v3 �: �� = ° '�Q O STUD TOE NAILED 4-sD j • SDS 1/4x3 wood LI;' windows and doors. 12" Min ` ��_ �� CONTINUOUS HEADER TO ( ) BASED ON TABLE 3.9 OF THE 1995 WFCM HIGH.ADDITION and window or door Header. screws. � f. 3 r � T Maximum Nail spacing for 8d common nails Typical each side and ALL f 4. f t'`AL - CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16" o.c. along each edge windows and doors. o. ��, ✓ �r r :_ •riF( 4S)tc,a 3 t,E.. THE Fastest Mile Wlnd Speed 100 MPH ' AFTER-TO-STUD CONNECTOR & CLEAR ALL Cd� . .n + BUILT UP CORNER STUDS 10d 2a"ON CENTER p @ (MPH) TYPCIAL ELEVATION �.,��.,: ..�::•� �,���C''C'`S F° TYPICAL TIE DQWN AT SECOND FLOOR RECLr°r��'xE� CT WALL TO HEADER STRAPPING -- - JACK STUDS TO HEAF;ER TIE f i S yo a1't STAB QCT E MICAS BUILT UP GiRDERS AND BEAt•1S, 1 AT ALL SECOND FLOOR CORNERS nt 5 ° / V, x M *� 2-INCH LUMBER LAYERS �* SHEATHING LOCATION Spacing At panel At intermediate nt5 ��� N.T.S. ;/ (� (SEE NOTE A) edges edges (( '1 Use 1-3/4" Metal "NAIL EACH LAYER AT 23 INCHES ON CENTER AT TOP "1 PLUMBER CERTIFIC ��rr Coil Strap 20 Gage wIJO NOT P Oc .,D WITH AND BOTTOM AND STAGGER NAILS. 2-NA!LS AT EACIH INTERIOR ZONE 12" O.C. 6" 12" ,rI '!t END AND AT EACH SPLICE 16" o.c. 6" 12° ) M '-.V LEAD CONTENT BE E - 12" Min (7) gd common nails FRAMING i NT1*�URVEY ( RTIFICATE OF OGCUPAN in EACH END at OF FOUND { IOC 'COCATION -1/4" x 20 gage G-185 HAS BEE 'I AOVED. 4-FOOT EDGE ZONE 12" o.c. 6" 6" c SOLDER USED IN WA TEA EACH Stud. Ui FLOOR FRAMING 16" o.c. 6" 6" Galvanized Strap SUPPLYSYSTEM CANNO Nail to back of each stud with (5)-8d common nails EXCEED 2/10 OF 1%LEAD. 11PJDERWRITERS CER :FICA' r at each stud, wrap under sill REQUIRED U M } JOISTS TO SiLL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST NOTE A: i I G'-"� PLUMBING ALL TO WALL 5Tf3AP i 't/2" CDX plywood '' For roof and wall sheathing within 4-feet of the perimeter edge of the roof, 1 j I and nail to back of each sill. ALL PLUMBING WASTE M Z ,P�•. , . . . . , ALL CONSTRUCTION SHALL I- UJ - BRIDGING To JOISTS(TOE NAILED) 2-8D EACH END include on each side of the roof peak, the 4-foot perimeter edge zone Panel, Attached to '. ' Strap may be attached OVER &WATER LINES NEEDS attachment requirements shall be used. Frame in accordance F=„ jai � +, _ the plywood OR direct) to TESTING BEFORE COVERING ET THE REQUIREMENTS OF THE � Q W `O co BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END with Note # 22 and I«�j;!}` j. 'A&k + Studs. y CODES OF NEW YORK STATE. C CO <i I . ' '. FLOOR SHEATHING ATTACHMENT REQUIREMENTS ! ' -� , , `+. - o BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16D EACH BLOCK +Il, Table 1609.1.4 �+( _ '� LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST BASED ON TABLE 3.12 OF THE 1995 WFCCVI HIGH WIND ADDITION i I { shall be attached with a minimum of 8d common nails I j ` �, FOUNDATION-SILL-STUD �-`- BLOCK SOLID i ; JOIST ON LEDGER To BEAM(END NAILED) 3-SD EACH JOIST Spaced at a minimum of 6 inches on center on 'v' �-WINDOW UNIT BETA �A-MON OF �,;; L�, BAND JOIST TO JOIST(END NAILED) 3 16D EACH JOIST Panel edges and 12-inches on center in panel field. STRAPPING ' NAILING & CONNECTION Applies to Garage Wall and , ' p p Wra Under aauc JOIST TG 5!LL c7r�' TCS PLATE (TOc NAILED') s-i,�a N^TG i �E� 1=oOT rap strap under p ,> at each " REQUIRED. Iv. � CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Slab on Grade Construction -- :,, ; ;t_ ,: sill and Nail to ; Floor Joist back of Sill , GROUND WIND SIESM!C WEATHERING FROST TERMITE WINTER ICE SHIELD FLOOD HAZARD SNOW SPEED DESIGN LINE DESIGN UNbERLAYPvtENT PLYWOOD STORM PANEL ALL STRAPPING SHALL SIMPSON H2.5 at '�� ';� � � ~ NOTE 1; NAILING REQUIREMENTS ARE EASED ON WALL LOAD (MPH) CATAGCRY DEPTH TEMP REQUIRED NOTE; each ;antilevered SHEATHTING NAILED 6" ON-CENTER,AT PANEL EDGES, SHUTTER DETAIL BEAR MIN. 12 ON STUD OR r° • a ' CEILING SHEATHING ATTACHMENT REQUIREMENTS [�5 LBS 120 C SEVERE 3'-0" MODERATE 11 DEGREES YES NO Refer to General Note #20 for Panel RAFTER FACE TYPICAL FOUNDATION-SILL-STUD joist. FLOOR FRAMING STRAPPING 5d cooler nails spaced 7"on edge and 10" in field fastener requirements. STRAPPING AT CANTILEVERS, 1 ST OR 2ND 9 TABLE 8301.2(1)NEW YORK STATE CODE TYPICAL EXTERIOR WALLS FLOQ_R JOISTS VENT THRU ROOD • I p 211 . -•,.^ TUE3/ LAV WC WC LAV WNIRLPCOL STALL 2ND FLOOR SHOWER SHOWER I-I/2 - --I-12.1 3 _ -A✓ 1 TYPICAL RAI( IN(j 574i-L ����--- ------ -'x-3 Trip Rari I ---- ---- :�? Ralusters �cL a" oc Ro(torii rail V.) I�- Ixd Posts max 5'0" 0c Ood - _ .... _ r dvi th 777 h;ch t - - --- -------- --------- — -- 1 _ -- ---- -- - -- i - - _ -- - - - ----- _ iP_I'v3 �. = r� C H=z��' `� �K %OJNT� SEPT. O ---- �- --- Factory Built fireplace inserts - - - -- --- - Cr NEALT•J AFRO'✓EG < ,hall be listed and labeled and c7 l I' shall be installed and lemninat d - Not to Scale S.:'J'TAR1 51 SIE` ' fi{� �D/ D r� in accordance with the t Z - -- -- - - - — - - -- 0 1�_ Manufacturer's installation 4.54 [3Instructions, =Q 0 N d 0 f _ a � o ACQ 0J CA4V We_..�R \9 Irl r'e' � (vr_1 F � ,{,' 111 ,01t �lotly TD Jvtyt AT M (ZEA' It (V r,OG XV^4 1 2, it _. ..._.__. Provide 5/8'Fire Rated Gypsum _ '/.Hour fire rated Door i p assembly with Self-closure,. .� I LLLJ33 �1 -.--- wallboard on walls and ceiling of � insulated and wls. Self-closure- garage as per code sections 2 - v \ R702.1 and 805 1. Were garage J %L�' �' _ N ' If if abuts dwelling-use 5/8'fire rated -g t J � J 1 r� 17, =� 1fZ 1J�`t'1' wallboard on garage side and'l' ` 0 fire rated wallboard on opposite 141i side In accordance with code section 8702 3 Insulate watts � o J �/ o v _ t common with heated areas. _ rAj o—�--- . . _._......._ _ \' I`� 0 3► Z►► � ` G�1/►L+1� Q'�'•' l v 1_ r��s�1 2 I� -fell (�AU.aP�V, t/12a r-r -r "ro 21 -._.1.,. awx _..+..,a, ... ...._.» ... `ne_nv ...._,_.......�.-......4 ..x._ ----'_•",n.., �-rtN..<w,...-....x.a..«,.I...a.». ..... . ,+i}---. .._- __- -.._ _. _ � C 2 � -Q � � � .� t� ` (� �� t — _ cfZv STAiR HANDRAIL NOTE: iv f t .�+; J ~ ST^�G' ,�1 U Provide Handrail on at least on ^� d- ofea h y Interi it e side I r,! y r,� .c_. F-,�.�F Cp v �! ��t3Q y x til 2 X lol.� 110. rll c stairway o and exterior til with 1 VO OR MORE RISERS,Handrail © a i -,s+.u,[.•,-:< <•,.a;+Mr.,•frv.w x..++.Erat+'Pw mrY ra sr,v.r nw 's+ru^~»aww.rwuMrr.+X +Ms<,ww.sv+++_.m.•.r...o.s.w+r•.w.. ... - - 1 \1 Height measured above W I tJ ►?. ._";•t1�° \ V N \, �._ .-"w r _.. , ,.- ,. •....�, _ _ - - stair tread nosing,shall not be less than /• t5 34 inches and not more than 38inches. T J - Z . YfiM-H^i v . t� t.�1+.—4�y :S4 �b^' a J b All n 3 t Ha r i dal h Handrails shall >< be continuous 2 � ous th Il o - C ill Q „. _ __ _ pointtl1 N In >fi.. e ht f o the fairF- - s from- - o a - it d 1 - act -� Q g t� - - Y Q � U 5_ _ above the top riser of a flight p _ �; Tf lZ t. l� t - I yj� - 0 2_2 C1 w t_ ` �w .._.....__.. 1 to a Dint , r sJ�, � L� tY r -- - directly above the lowest riser of the flight. _ # _ — t U Handrails shall not be less than 1-1/2 inches; _— _2 x 1 yrl MAX V Cao Q d between the wall and the handrail ip GUARD RAIL NOTE: Porches,balconies or raised floor Cn surfaces located more than 30 inches 2. above the floor or grade below shall �} have a railing not more than 36 inches �j QST V ...0 Z a.e . -_. .-- - '- - --- - - µ-.-• - '. . __ . M ------- - --- _ high. Railings shall have Top rails and t L�r..1 A, _ (n W v _ -w----^-• »- -- -- --- -------- Balusters and Bottom rails that arc i 1 �/ Q PORCH Z ~ Q NO MORE THAN 4 INCHES APART. (1' ` (` I 1' W - -" refer to W "' Z tx ' Drawing-1 00 1.11 Z EXCEPT: the traingular openings formed O Ur p ? o by the riser,tread and bottom rail of the 2 11 _ ,......_.......,t _...... .. ,..._-.....:i. - strapping nr Guard rail at the open side of a stairway 2 i Q ' I (,�r� t r' details � .Q7 = 'Q o a are premitted to be of such a size that a �J 6 inch sphere cannot pass through. WINDOWS, FWN, FWC� DOORS AS FOLLOWS; Gj = � + 1 ►/ t/I D Plans indicate ANDERSEN series 400 DN model numbers, Provide LOW I / L tv` -E ass y �`' .. k1t g � r✓� 3 +jam t ��, �'`r Fti•:::. DN WINDOWS shall have a DP Rating of 50 SMOKE ALARM � \ with the high sill stop and DP upgrade And use the Plywood panels as detailed on iALARI`4 Drawing-1, OR use the Nigh Impact resistant glass to all windows and exterior doors with glaes. FOUND TION IR -;E CONCRETE FOUNDATiON code section 8405 WATER-FROOFING When spaces below the finished grade CODE SECTION R'•d"0� are to be enclosed with habitable or --- usable s aces, dratngage shall be provided IN AREAS WHERE A HIGH WATER T BLEOOE SEVERE p gOiL_W,6,TER CONDITIONS ARE in accordance with code section R405. Drains around the footings shall consist PROVIDE WATERPROOF MEMBRA� NE FiNDI EDED of 4 perforated pipe. the top of open FROM THE TOP OF THE FOOTING . ,Joints shah be covered with strips of GRADE. THE MEMBRANE SHALL CONSIST OF THE building paper, and shall be placed on FOLLOWING: a minimum of 2 inches of washed gravel or 2-PLY HOT-MOPPED FELTS, 55 POUND ROLL ROOFING, 6-MIL I crushed rock at least one sieve size POLYVINYL CHLORIDE, 6-MIL POLYETHYLENE, CONCRETE FOUNUATiON larger than the Pipe ,joint and covered OR 40 MIL POLYMER-MODIFIED ASPHALT. THE JOINTS IN TN DAMPPROUFIN C� t g p MEMEBRANE SHALL E3E LAPPED AND SEALED WITH AN I with not less than 6 inches of the same Damp-proof wall from to of footing material, ADHESIVE COMPATIBLE WITH THE WATERPROOFING MEMBRA to the finished grade,using a bituminous coating,3 Pounds per Exception: A drainage system is not required SEE GORE SECTION 8406.2 FOR EXGEPTIO Sqaure Yard of Acrylic Modified Cement, when the foundation ie, installed on well-drained or any other Code approved Material. ground or sand/gravel mixture soils according Mechanical Systems isms to the Unified Soil Giasstfication System, led in Table 8405.1 In The Mechanical System shall be Group 1 601 16, as detai Gode. installed in accordance with Chapters I The New York State Residential Bul Iding 12-24 of the Residential Code of New York F'1_u—m lb ing Note. -, - r ' The Plumbing System shalt be installed in accordance with chapters 25-32 of the residential Code of new York it TYPICAL DECK FOOTING (� 2 N fj o 12"round concrete poured pier _ 01 footings to virgin soil,4"cca- ' `J post anchor-See details on drawing-1 for strapping and uplift connections. -- r-i_o a a_ 'Tb F-t-.oo l (� HOt✓how0 s- Ill V f -r to it t•�� �!� �•, ., 217 � E� � Provide 5/8'TYPE 'X'Fire Rated Gypsum wall Board F above the furnace as per New � _41 n -00 r York Slate Code. � c--.� tj .H -7 00 - (�' Kill v d I , Z t-A o Bio g x t� Simpson PIID5 Hold-downs ATYPICAL BOLT O `' Sib 23" on center-minimum Q with 518"anchor and „ " " C U A G J IC FOOTING/COL 14 SUS '/.x 3"wood screws. embedment of 7 with 3 x 3 square washer. � � ` jot Bold 12 off corners and hold 4 to 12 off _ _ . 1 24"x 24"x 12"Thick,poured 2 � Provide at corners of garage .Concrete footing&3-1/2"- . T O O each end of each sill plate,UpIiR strap �-- _ t L y walls and doors and at Building connections at all bearing walls. ` See dwg-1 --� Diameter steel column. corners-see Foundation plan and Drawing-I detail sheet for IA _ U' details on Tic Downs zrJ , and strapping G J oy '� 2x4 Frame Around the S �+ Staircase From Floor til Jt to Ceiling.Treated N t tJ C t I l , shoe and sheet-Rock ` t ZX�_ , nside Wall Minimum. iii Z , 67, J F /Attach railings to Wall. _J co (ti > > > > •s o d_ — A 4 I �l�D JI:,C 'J C_* _ LINEXs Vf�ATED N ' 4" poured concrete slab with SEME 8x6 10/10 WWM, on compacted ��� � granular fill. 4" cone. Slab installed in a c accordance with Section R506, N Chi. �1 Q t Pitch slab'/."/ft to garage doors. {� 0 N = °' V r `1 t� ` — �� Provide bridging 8'-0'O.C. 4 a �( typical all spans. d WUJI - � �,,,_ Q � LU UJ 51 N 'v --�---- -�---= m v o © o 2� D ( _ <t X 1(f` 2z8PACQItreated nailer O .._ 5�.�- ��+ ,otic. y> . ,�,, lag bolt to frame with 1/2"bolts -T J O � `� At 24"on center staggered. fl V Teco each joist. All hangers and = 12�t� hardware must be HOT Dipped �%t� ?a l� l� Galvanized or stainless steel ,X 10 v fL T' - t-}v TYPICAL FOUNDATION Z I rr I CD h� Built In accordance with chapter "u 4 of New York, State Code. COVERED PORCH FOOTING e:z TYPICAL CO 8 poured concrete wall on " p 24" x 24" Poured Pier Footing to _0 9. , L# — 18' x 8'Concrete wall footing, I C��Tl O l �Lx exterior Dnrtrproofing, ?_ 2 x 8 U t"'` {-� virgin soil,ti"Treated post ' ` 0ee details �._ p _ - —_- _— _ ------- - on drawing-1 for 12� /`�'e, zj•..._. �7 ---' t II treated sill plates Sill seal - C ile 2� � ctral�ping and uplift connectirns. ,•`�° /'� � i :2 Termite Shielc.d All foundation 1/4' 1 0 walls to e)l to vir in s(Al and he full heigt,t,wall-, of colistntct � _ ' step tnc�lirnl-. l1 V . i i " _ V 2xi2 ►_ t"C-s TYPICAL ROOF r1 \ Class A, Asphalt Roof Shingles ' W/six fasteners per shingles �� I p ���, installed per section 13905.2 \ , Ice &water shield per code section R905.2.7.1, 15 Ib undedayment felt Framing per - plan with %*Exterior Grade Plywood Shealhing-see fastener schedule on drawing -1. TYPICAL SOFFIT I Z 8'Overi►angs-typical,8"Wood \ Fascia &6"wood rake boards, Full Frieze boards-cover in alum (optional)Vented Vinyl Soffit, Rafter uplift connections all y, ? Bearing locations see dwg-1 TYPICAL EXTERIOR WALL _ _ _ 2 x 4 Wood Studs(M 16'on ( — — "- sole plate, %,ExteSingle rior grade ' Plywood Sheathing-see fastener schedule, Tyvec House Wrap or equal, Vinyl or wood siding, - foundation-to-wail•raner uplift w1�..�.. } ,� • ��(� � ,� connection at all bearing walls- -- -- _ ` ---- ,- Refer to drawing -1 for details. TYPICAL FLOOR Sit '/V plywood sub floor, glued and i nailed as per fastener scheduleFlo -- 1 - --------- ---- _-. _--- --- __-- -- ___--- _ � Brod r`oistsper plan - - - - r g g per de all spans - TYPICAL FOUNDATION ��N!�t✓►'J CONSTRUCTION • 8'poured concrete wail on .1 fT� 16"x 8'Concrete wall footing, � �G � Exterior Darnproofing (section �n 1 R406), 2-2x 6-treated sill plates r and Sill seal,Termilo Shield, 1,r s Anchor Botts as per foundation drawing-hold 12"off corners max. Uplift strap connections at ;- eff bearing walls-See dwg -1 ff41 AAA r ► INSULATION SCHEDULE Flat ceiling R=30 Vaulted ceiling R= k9 ��',,/ } t Floor(unheated space) R=30 Floor(outside alr) R=30 t i Walls 2x4 R=13 �-T 5 t Walls 2x6 R=19 N�Js -i -1 All gazing U=.35 Door-solid U=.40 r-1 AX . "• INTERIOR WALL FINISH Provide '/"Gypsurn Wail Board on ceilings And Waifs except -- � basements & unless noted, Moisture resistance %"Gypsurn -" Board In Bathrooms, and Fire i resistant gypsum board as per + C u f1 'ir3 - vI P i l • - �� s; • I i'= S►til�� -� ti.i z J 3Z vi in N (n Q U w w w w ILE 1. M 1 tV 1 r r Uwz }.- W a - �--- �_ a > .- ` Z E CO M o < N o Im : b