Loading...
HomeMy WebLinkAbout30241-Z FORM NO, 4 TOW14 OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31046 Date: 07/18/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 455 THREE WATERS LA ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 7 Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 14, 2004 pursuant to which Building Permit No. 30241-Z dated APRIL 14, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, FRONT ENTRY & REAR PORCH AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5501 DATED 4/08/05. The certificate is issued to GEORGE & DONNA DIAKOUMAKAS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0074 05 02/05 ELECTRICAL CERTIFICATE NO. 2022468 03/04/05 PLUMBERS CERTIFICATION DATED 07/14/05 WILLIAM DOOLEY c th rize Sig ture Rev. 1/81 tllrlp[OWN oFSO( 11101.111, f j 1 j JUL 1 8 2005 [it'ILUING UIP W I Nll ` I J \PPLI('.11 ION' FOR('1•:N I IF'1( \l F. OF 0(( 1 I` 't\( 1 I lu, npphc.ttllnl nw,l he (i Ilud 111 h. npCkkn[CI , r Ink .n-,J 'Ill,nllI ICd 1 11, 1{l1I!..!I: : 1lcp,:- •.11 It. Fur nets building or nee u+c f 111,11 AlIWO „I prlglrrtl 'A 1111 ❑CrTIM lI IrL,rtuITT ,:I a1 [III lhl11l_-1. +nq,rn1� L .ire. . Ilgll.,grglhlc lealuic, -- I-mal \pprmal hom IIcclhh Uept 1.,(ll;tter ,uppll. Mill \pprolal ,,I cicculc:ll Ilhtalhllloll 11"Ill B,,:Ild „l I Ire t'IhlcrRlltcl, I S%\„nt ,t MIM11 Irmo l,Itlnlhrr cenittllla dict( the ­.,kl:r u,c,l I, -- .lcm - t „Innlrrcull hwl�Inl.�. uLlu�lna! bullilulp, nlultild� mv1l�u�c. .u1�.f .In:11.0 �,:nl,iu�_•. ;. ,,I (lntr (',vnplrutcC ;hall .nr1llt1!Ll Ol UHLIIICC1 re,rinl,Ihlc !"I Il. !„11!111 I ,'Ibma Plalmnn_ lioal 1 \ppr„ltll IT onupklul ,nc pldn 1'1i11u�II” III' It. For costing buildin;,,% (prior to \pri1 9, 1957) non-confori ng IT%", or building% and "it I C-I v.thh'- ' iand it,., \CclIrAIC ,111% ", UI pr1•I,„III 'Ill'%k a11! :11111r„pill .If1CI'. h,Il lllI l P- •^, _I11ll,il Ii 1 :: cal urc. I '. \ I-'Il,pcI I. III III,u1I . I:1,11.,111lit ;n Kl e, l,>um I:, llhpc.l ,I1,, h. 111,. ii I1 1..ur 11CI11Cil. Iii BUT dill'-' lll,pl`,',1r ,11x11 ,Idtc ll1C 1'CLI"'11+ IhCI CI„I ill .1'Iu II_• I'P- q,iH ( Fcc% - I, rrtlllIAC ,lfl l��updn�•. \i�, J•.��I'm_ ;_'> nu \.111111:nI. 1:, , ,,clilrc '•" 111 \i:,l1 .. �. . 1e.11MI1111C In,:,l \._� Ill,_ \J.IC +,q:. h111 .I111•_ 1'�.'ll 1_ \.idi :.91 . - - (rrtinr,nc11I1l,�ttp.nIC. , u Pre-CVK1111e H111lillnc ,IInI �, i i 1 pd, lui l Cr1111i:n._ „t i 1,.up-11 liIn Icn1I411;tl ( c111 l 1, IT ,I 111111 paIK . PC,IIICnI I.II n,I III II'I l.l1 `I4 "I' 1', „1,1111111,111 C/_ 1 1111 :1 191.-C\I•I 111❑ Itulill l,'. 11,' / I ,".Ilu IJ 'I Pn,pen, %if�YEfLclfi`Ct/l5 ��1.ue 'Ll 1c ,IT, I "%':P I 'd 11\%JILLI' :'t PII:p.11', 9 ,0M1U4_)19 tial L,Ikl ,nlnl•. I.I\ \lap \, I�Ihn �c�l;:1r _./\.1(�OQD !sl . I. �� 7 jj l�Ih,II'.I,I:ill 00R '{' BY T�F VG� 111..,• ,,l.11 P,:rliill \.: 30�t�{ I 11 :LC :�I PCI„III \I�t:lii ::1! Il�.alh Itr,, \,,pn:,.�1 l/ 1 L:II'1 •. _ ,,o� 1'i Plan:unu ts,l_ILI \ppl, ..IT 1<cQLIc,l !r. Icnlrm: I I oll!I, :1, I u1:d1 C�11[ �... 1uhnlnlr,t cow 3 )fj Dr PLPLr rL3rCJM fflL3rrJ�rJ�rlrJ arJrJr� rJ�rPr farlrJ�rJ�rJ�rJrJ�rJ�rJ�rJ�cPr1rJ�rJ�rJ�r�r�r�rJ�rJrJ�rJ@PcPcPrJrJ�rP�rPrJ�r�r lr trJ�cPcPrJ�rJ�rJ�rJ�rJ�cP o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 JIM SAGE ELEC. INC. GEORGE DIAKOUMAKOS 5 5 P.O. BOX 38 THREE WATERS LANE C 5 GREENPORT, NY 11944-0038, ORIENT, NY 11957 5 Located at THREE WATERS LANE CRIENT, NY 11957 5 5 5 Application Number: 2022468 Certificate Number: 2022468 Section: 1000 Block: 1N4-7 Lot: 11 Building Permit: BDC: nsll Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 �S Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, �C A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed raj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 4th 2 Day of 5 March, _00>. 5 Name QTY Rate gaqng Circuit Type 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 6 0 Smoke 5 5 Appliances and Accessories 5 5 Cooking Deck I 0 30 Amps 5 Li Future Appliance Feeder l 0 20 Amps5 5 Oven 1 0 50 Amps 5 Exhaust Fan 2 0 F.H.P. 5 5 Hydro Massage Tub(Therapeutic l 0 5 5 Furnace 0 0 5 5 Pump Motor 10 l H.P. 5 5 Wiring and Devices 5 IN Outlet 48 0 Fixture 5 5 Fixture 48 0 Incandescent 5 5 Outlet 77 0 General Purpose sea! S 5 5 Receptacle 50 0 General Purpose 5 Switch 45 0 General Purpose 5 5 GFCI Circuit Breaker l 0 20 amp Appliance 5 5 Continued on Next Page l of 2 �+ 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 DrJPrJ�cJ�rJ1 r[P[PrJ�rJ�rJ� rJAJrJ arPrJrJ�rJrY aT� rJ�rJ�LPLPLLPLrL3L3[1 PrJ�rJ�rJ�rJ�rJ� cPrJ�rJ�rJ�rJ@PrJ@Pr frJ�rJr1rJ� o o ��nsrrr�rns�r��ns�n�nrr�rsrs��r_r�nss���uan�n�n���rr�s�n�l-�u��srr��n�n���s�`n�nrs�n�n�n���rs o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 55 40 FULTON STREET — NEW YORK, NY 10038 r5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 JIM SAGE ELEC. INC. GEORGE DIAKOUMAKOS 5 5 P.O. BOX 38 THREE WATERS LANE 5 GREENPORT, NY 11944-0038, ORIENT, NY 11957 5 5 Located at THREE WATERS LANE ORIENT. NY 11957 5 C� Application Number: 2022468 Certificate Number: 2022468 5� Section: 1000 Block: 115-7 Lot: 11 Building Permit: BDC: ne11 C7 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor,Attached Garage,Outside,Attic, L55 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 , herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other �5 5 authority having jurisdiction, and found to be in compliance therewith on the 4th Day of March. 2005. 5 5 Name OTY Rate Rating Circuit Type 5 Receptacle I 0 20 antp Laundry 5 5 Receptacle 7 0 GFCI 5 5 Service 5 1 Phase 3W Service Rating 300 Amperes 5 5 Sen ice Disconnect: 2 150 cb 5 Meters: I 5 5 5 5 5 5 5 5 5 soa! 5 5 2 or 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 l7 r n r3P L J r�rJ cPrJrlrJ�rJ� r n rJ u�rJrJrJrrr nr nrJ�rJ�rJ�r�r�cncnrJ�rJ�rJ�r�rJ�rrrl�ncnr�rPu�rJrr� o �11FF01x TC,-• ILEI. j}S'�_ ?,I ,, � Bcx 1 -9 C BUILU:NI, JWP A TOWN OF SOUTHOLD C ERI LFIC A ': ; CIN 1"A'ne �lO�Q E 4 �oN/r//t Lia/,nu�+l o�oS -- - '- hi - f / Ip1�a>.eprintl ?'i:t111bet LLL:l .'lease prin[' f pq i N0.47WM &fMkCMV ���''J� Term 6gM'as WW►3}mDl ' a APPEALS BOARD MEMBERS SUFF0J/r COG Southold Town Hall Ruth D. Oli)t, Chairwoman 53095 Main Road Gerard P. Goehringer y Z P.O. Box 1179 Lydia A. Tortora • Southold, NY 11971-0959 Vincent Orlando y �! Tel. (631) 765-1809 James Dinizio, Jr. Fax (631) 765-9064 http:,I/southoldtown.northfork.net BOARD OF APPEALS PPR ` 3 l TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 8, 2004 Ref. # 5501 - GEORGE AND DONNA DIAKOUMAKOS Property Location: 455 Three Waters Lane, Orient CTM #15-7-11 (for unmerger from CTM #15-7-10) SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 18, 2004, 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: PROPERTY FACTS/DESCRIPTION: The applicant's property consists of 12,500 sq. ft. (or .287 of an acre) and is shown as Lot 41 on the filed Map of Orient by the Sea, Section One, and the Suffolk County Tax Maps as Parcel 15-7-11. The adjacent property which has been deemed merged by the Building Department with the applicant's property is improved with a dwelling and is referred to as CTM 15-7-10, shown as Lot #40 on the filed Map of Orient By the Sea. BASIS OF APPLICATION: Building Department's February 23, 2004 Notice of Disapproval, citing Code Section 100-26 in its denial of a building permit application, in which it determined that CTM 11 has been merged with CTM 10 due to common ownership during a period of time after July 1, 1983. RELIEF REQUESTED: Applicant requests a Lot Waiver to unmerge CTM 11 as shown on the Stanley J. Isaksen, L.S. survey dated 2/28/02, amended April 30, 2002, from CTM 10 (shown on the R. VanTuyl survey dated 8/25/60). CODE PROVISION: Section 100-26 of the Zoning Code reads, as follows: 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 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. Page 2-April 8,2004 ZBA#5101 -G. Diakoumakos CTM 15-7-11 REASONS FOR BOARD ACTION: In considering all of the above and applying the criteria under Section 100-26 of the Zoning Code, and on the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. The waiver of merger will not result in a significant increase in the density of the neighborhood because only one additional house will be built. 2. The waiver of merger will recognize a lot that is consistent with the size of lots in the neighborhood. The neighborhood and district is well-developed with single-family residences, and consists of many older lots that do not conform to the R-40 (40,000)minimum for this zoning district. 3. The waiver will avoid economic hardship because the lots are currently held in separate ownership and the vacant lot was purchased with reliance on the 1997 Notice of Non-Merger issued by the Southold Town Building Inspector. 4. No evidence was presented to suggest that its natural details, character, contours or slope would be significantly altered in any manner. Nor was any evidence presented to suggest that the lot would require substantial filling affecting environmental or flood areas. 5. The waiver would recognize the original lot lines for Lot 41 as set forth in the filed Map of Orient By the Sea, filed 11/21/1957. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Goehringer, and duly carried, to GRANT the Waiver of Merger, as applied for. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Tortora, Orlando, and Dinizio. This Resolution was duly adopted (5-0). L Y .l V" Ruth D. Oliva,C airwoman 4/11/04 Approved for Filing FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30241 Z Date APRIL 14 , 2004 Permission is hereby granted to: PETER W KREN (DIAKOUMAKOS) PO BOX 1291 MATTITUCK,NY 11952 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT ENTRY & REAR PORCH PER ZBA DEC#5501 AS APPLIED FOR at premises located at 455 THREE WATERS LA ORIENT County Tax Map No. 473889 Section 015 Block 0007 Lot No. 011 pursuant to application dated APRIL 14 , 2004 and approved by the Building Inspector to expire on OCTOBER 14 , 2005 . Fee $ 1 , 261 . 20 Authorized Signature ORIGINAL Rev. 5/8/02 PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 • FAX 631-614-3516 • email: joseph@Uschetti.00m Date: December 6, 2004 Reference: PB #30241Z Southold Building Department Main Road Southold, NY 11971 Dear Sir, The repair to the TJI, for the home referenced above, in which the top flange was cut by the plumber, has been repaired with the addition of an additional TJI placed adjacent to the damaged joist. I certify that this repair is proper and quate to support the anticipated loads. P�pF NEWT c � Z • 0528�� ESSill Josep Fischetti, P.E. NOM F.&st,0�Ni' PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Boz 616, SOUTHOLD, NEW YORK 11971 3 7m1 TEL 631-765-2954 • FAX 631814-3516 • email: joseph@fschetA.com tvuv Date: November 3, 2004 Reference: Permit#30241 SCTM 15-7-11 Southold Building Department Main Road Southold, NY 11971 Dear Sir, In inspected the rough framing and rough plumbing at Three Waters Lane in Orient for the above Building Permit. I certify that the rough framing and rough plumbing meet New York State Building Codes and that the pressure test of the plumbing supply and waste piping were completed satisfactory . of NEW C�Q �Ft9ChrF1'q� v 0 y n + �. +10 05250 Al AOFESstONP�. Jo eph , E. NF MP']xam wglfnmin5 Me PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-7652954 • FAX 631-614-3516 • email: joseDh@fschetti.com Date: October 25, 2004 Reference: Permit#30241 SCTM 15-7-11 Southold Building Department Main Road Southold,NY 11971 Dear Sir, In inspected the rough framing and rough plumbing at Three Waters Lane in Orient for the above Building Permit. I certify that the rough framing and rough plumbing meet New York State Building Codes. O NEtyyb m Fpp 0. 05Z4�� . ESS% Joseph Fischetti, P.E. P <<SSwr� -�-5� 04P j Robert James Higgins Architect • 50 Hidden Acres Path 6 X04 Wading River, NY 11792 631 -208-3351 June 30, 2004 Town of Southold Building department RE: Diakoumakos residence 3 waters Lane Permit #: 302412 The wind load fasteners, strapping and connectors as shown on the drawings and installed in the field meets the 2003 New York State • Code. Sincerely; Robert Higgins, AIA 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGHP G. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR ` 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � s z DATE f INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ 7INSU GH PLBG. FOUNDATION 2ND [ LATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: u DATE INSPECTOR- /� ss.,e02 BUILDING DEPT: i INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ J FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:. -S?t3P Ins b ,l Lo 7,1 DATE INSPECTOR ^^� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO N PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FR¢I�IIING [ ] FINAL [vt'FIREPLACE & CRIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Jr DATE �v INSPECTOR ���� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. � 6��• [ ] F UNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � 1 DATE INSPECTOR 30 � 765-1802 BUILDING DEPT. INSPECTION [ ] FO DATION 1 ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP E & C IM [ ) FIRE SAFETY 1 PECTION REM AIKS! DATE INS 765.1802 BUILDING DEPT. 1 SPECTION [ 41GUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEYk] FIRE SAFETY INSPEJC'TTIIO R A KS: DATE INSP FIELD INSPECTION REPORT DA COMMENTS nn L FOIINDATION(1ST) --------------------------------------- FOUNDATION (2ND) — DO NOT PR ED WITH - Fneuuin - TIL SURVEY I ono � . — u \ y ROUGH FRAMING& ` -- PLUbIBING — '1 s+� x be INSULATION PER N.Y. ! f r STATE ENERGY CODE Ls� fl•�—ifs-¢ �C�wF.✓ S. 7 FINAL ADDITIONAL COMMENTS of r -- -0 ----- . — m C rn �1 O -- z '( x m ` BOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . .. . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . .. . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL . . . . . . . . . . . . . . . .. . Examined...........< I., 49,3Q0'/ MAIL TO: . . . . . . . . . . . . . . . . . . . . Appr�ove/d........... W -; 4 Pe ...•••................. ............. Disapproved a/c �,-APPROVAL ................................... ................... (Building Inspector) hr lir_= APPLICATION FOR BUILDING PERMIT P 1 , 200� Date. . . . . . . . . 119. . . . INSTRUCTIONS a. this application not be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. The work coveted by this application may not be camenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such permit shall be kept on the presiaes available for inspection throughout the work. e. No building shall be occupied or used in whale or in part for any purpose whatever until a Certificate of Occupancy mall have been granted by the Building Inspector. AP13LICATICN IS BERKEY M11IE to the Building Department for the issuance of a Building Permit pursuant to the Building Tone 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. lU.... ......1/.lr...... .. ........... (Signature of applicant, or name, if a corporation) (Mailing address of applicaif0 ^ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, pluaber or builder ............(.CTE/t.��...../................../................................L......................................... Name of owner of premises .CrE�rG� . ...Ll�NN/ ......pl1'�U!Yl�( . .................................... (as on the tax roll or latest deed) If applicant is a signature of duly authorized officer. (Name and title f corporate officer)) Builders License No. .33 .. . -... Plumbers License No. .....ZZ23... f� Electricians License No. .............. Other Trade's License No. .................... 1. Location of land on which proposed work will be done....1...............!`..5.................................. ....................................................................................................................... House dumber St --77 Hamlet County Tax Map No. 1`000 Section .. ....... Block .....(.......... Lot ...&.....L... Subdivision �b.IfNT.a . /..�f..,Slg........... Filed Map No. .:'Z..�77.... Lot ....7.,/ ...... (Name) 2. State existing use and occupancy of premises and ,intended use and occupancy of proposed construction: a. Existing use and occupancy ....... /.........../..y.................................... b. Intended use and occupancy ........7U'f4J.. /< 4.r... !1':Y(.....IF.fS........................ 3. Nature of work (check which applicable): New Building ...4'..... Addition .......... Alteration .......... , Repair ............ B®oval ............. Demolition ............ Other Work ....................... i.......... (Description) 4. Estimated Cost .. ..... / ............... fee .............................................. j (to be paid on filing this application) 5. If duelling, amber of dwelling units —3 ...... limber of dwelling units on each floor ................ Ifgarage, number of cars ........92............................ 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 ......................... limber of Stories ..� Dimensions of sane structure with alterations orn�d� 9 ... Rear ............... Depth .................... Height ...................i ri r o ortes ))................ 8. Dimensions of entire new construction: Front .-73--. ... Fear 7,,;7.. Dep height ......a7......... .. Number of Stories .....v�............. _ 9. Size of lot: Front .....VO............ Rear .....(Q0.......... Depth ...L . .............. 10. Date of Purchase ..................... Hame of Former Owner .................... h..: . II. Zane or use district in which premises are situated .............................................................. 12. Does proposed construction violate any zoning law, ordinance or regulation: ......N'': ............ 13. Will lot be regraded ....... ........... Will excess fill be removed from premises: YES 9) 14. Names of Owner of pJ�'��ses 11 �� (R €. \p: b1dP17 �����Address ... Pion No. ............. Name of Architect 1""'YQ� CTl .F(�5............. Address ...../ .. Plwre No. O Nam of Contractor 1 y..NlC�1)4: ..�............... Address ��'.l�"X 1�:`t�.. f. u� .'...Phone No. ....._.J ... 15. Is this property within 300 feet of a tidal wetland? * YES .......... ISA . ........ *17 YES, SWM" TA•N TMS1YE.S PM1Tr HAY BE MQUIED. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block ember or description according to deed, and show street names and indicate whether interior or corner lot. S NIE OF NU YORK, SS COIINIY OP ....................... ...... 9�!... 1�1.0�la O�/v.............................being duly sworn, deposes and says that be is the applicant (Nam of individual signing contract) above named, / Ileis flue ........... (..T...'U�......................................................................... (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 Co before me this ...... ...... ay of .. .............�Q. �. Notary Public .... .. ..... .:.............. ...l ............ JOYCE M.WILKINS (Signature of A 17 Notary Public,State of New YOrk No.4952246,Suffolk County Yarm Expires June 14 0 0 7 0 0 No.: RH80040230 Commonwealth Land Title Insurance Company 185 Old Country Road, PO Box 419 Riverhead, NY 11901-0203 Phone: 631-727-7760 Fax: 631-727-7818 Lan ,n° erica Commonwealth SINGLE AND SEPARATE SEARCH Effective Date: 01/15/04 Title No. RH80040230 Commonwealth Land Title Insurance Company DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD DEBORAH DOTY, ESQ. 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 12/29/96 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: 455 THREE WATERS LANE, ORIENT, NY 11957 District: 1000 Section: 015.00 Block: 07.00 Lot: 011.000 County: SUFFOLK T/O: SOUTHOLD Commonwealth Land Title Insurance Company BY: CATHARINE KING VICE PRESIDENT Dated: 01/15/04 • mile No.: RH80040230 CHAIN OF TITLE FOR SUBJECT PREMISES: District: 1000 Section: 015.00 Block: 07.00 Lot: 011.000 BEING LOT No. 41 ON "MAP OF ORIENT BY THE SEA, SECTION 1" FILED 11/21/57 AS MAP No. 2777. DEED EDWIN H. KING & FRANCES C. KING, HIS WIFE DATED: 04/15/57 TO REC': 04/22/57 WOODHOLLOW PROPERTIES, INC. LIBER 4289 CP 577 (PREMISES & MORE) DEED WOODHOLLOW PROPERTIES, INC. DATED: 07/19/62 TO REC': 08/17/62 )%LBERT P. KREN & MARION E. KREN, HIS WIFE LIBER 5215 CP 557 DEED ALBERT P. KREN & MARION E. KREN, HIS WIFE DATED: 09/30/89 TO REC': 11/09/89 ALBERT P. KREN LIBER 10963 CP 519 DEED PETER W. KREN & PATRICIA E. KREN AS CO EXECUTORS OF ALBERT P. KREN DATED: 12/19/96 TO REC': 12/20/96 ELLEN BARKER KREN, PETER W. KREN, HUSBAND &WIFE & LIBER 11807 CP 81 PATRICIA E. KREN Commonwealth Land Title Insurance Company Subscribed and Sworn to this 23rd day of February, BY: CIXQ 2004. CATHARINE KING VICE PRESIDENT P� lam_ Notary Public Pl&jfte"InS-,Y-,, :� • File No.: RH80040230 DEED ELLEN BARKER KREN & PETER W. KREN, HUSBAND &WIFE & PATRICIA E. KREN DATED: 12/23/03 TO REC': 01/14/04 GEORGE DIAKOUMAKOS & DONNA DIAKOUMAKOS, HIS WIFE LIBER 12295 CP 378 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to //� V this 23rd day of February, BY rC�S THARINE KI 2004- VICE PRESIDENT KING o ( L VICE PRESIDENT Notary Public [ � '�SM1 R, 4t Eta 6v.9w 5i p�allfiedinSufii!tCa.-.,' � NO. I 7�Ud S Oki Fxpfcm Oct 37.__ • 1% No.: RH80040230 CHAIN OF TITLE FOR ADJACENT PREMISES NORTH: District: 1000 Section: 015.00 Block: 07.00 Lot: 010.000 BEING LOT No. 40 ON "MAP OF ORIENT BY THE SEA, SECTION 1 FILED 11/21/57 AS MAP No. 2777. DEED EDWIN H. KING & FRANCES C. KING, HIS WIFE DATED: 04/15/57 TO REC': 04/22/57 WOODHOLLOW PROPERTIES, INC. LIBER 4289 CP 577 (PREMISES & MORE) DEED WOODHOLLOW PROPERTIES, INC. DATED: 06/18/58 TO REC': 07/08/58 WILLIAM T. UHL & MASON O. WELLS D/B/A UHL &WELLS LIBER 4482 CP 54 DEED MASON O. WELLS DATED: 02/18/60 TO REC': 02/23/60 WILLIAM T. UHL LIBER4772 CP 122 DEED WILLIAM T. UHL DATED: 09/17/60 TO REC': 09/22/60 ALBERT P. KREN & MARION E. KREN, HIS WIFE LIBER 4878 CP 223 Commonwealth Land Title Insurance Company Subscribed and Sworn to this 23'd day of February, BY: 2004. CATHARINE KING 1 VICE PRESIDENT Notary Public v Cel 7m tSSa�uINk-?aft &Willed In S06k 0:.3'y �al:fFC.'..'„.:317 Ex;iro5 ii0L 99 • File No.: RH80040230 DEED ALBERT P. KREN & MARION W. KREN, HIS WIFE DATED: 09/30/89 TO REC': 11/09/89 ALBERT P. KREN, PETER W. KREN & PATRICIA KREN, HIS WIFE LIBER 10963 CP 521 DEED PETER W. KREN & PATRICIA KREN INDIVIDUALLY AND AS CO EXECUTORS OF THE LAST WILL &TESTAMENT OF ALBERT P. KREN DATED: 07/28/99 TO REC': 08/02/99 JOSEPH H. SAWYERS & CAROL SAWYERS, HIS WIFE LIBER 11979 CP 729 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 23'" day of February, BY: 2004. CATHARINE KING VICE PRESIDENT Notary Public 6K;;r v�ia.5�`dPe�,frW7xkaik (kalified in sdaik Ca-4 I Out�C.3a7�tui LVhz(111 31 ,_ • * No.: RH80040230 CHAIN OF TITLE FOR ADJACENT PREMISES EAST: THREE WATERS LANE Commonwealth Land Title Insurance Company Subscribed and Sworn to /I this 23rd day of February, BY: / A ��a— e� 2004. VICEPRI KING VICE PRESIDENT U � Notary Public [dtCz�7 Cv�40�,5�a a Wawa k'':tTt �yalifi®®ill Safiriiii7�u,iwy tyo.tn,raaa;;ma;a zda� Oe�nt.a::.r€:gtiJas rkt.`st,_ • Q No.: RH80040230 CHAIN OF TITLE FOR ADJACENT PREMISES SOUTH: District: 1000 Section: 015.00 Block: 07.00 Lot: 012.000 BEING LOT No. 42 ON "MAP OF ORIENT BY THE SEA, SECTION 1" FILED 11/21/57 AS MAP No. 2777. DEED EDWIN H. KING & FRANCES C. KING, HIS WIFE DATED: 04/15/57 TO REC': 04/22/57 WOODHOLLOW PROPERTIES, INC. LIBER 4289 CP 577 (PREMISES & MORE) DEED WOODHOLLOW PROPERTIES, INC. DATED: 08/06/63 TO REC': 08/28/63 THOMAS J. KELLY &THERESA M. KELLY, HIS WIFE LIBER 5403 CP 214 DEED THOMAS KELLY A/K/A THOMAS J. KELLY& THERESA M. KELLY HIS WIFE DATED: 05/25/79 TO REC': 06/08/79 JOHN SAKATOS LIBER 8638 CP 357 DEED JOHN SAKATOS A/K/A JANETOS SAKATOS DATED: 07/06/01 TO REC': 08/17/01 HELEN SAKATOS A/K/A ELENI SAKATOS LIBER 12136 CP 569 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to /11 this 23rtl day of February, BY 2004. CATHARINE KING LA�VICE PRESIDENT " Notary Public r FC'.lnll�br+Ic:W:d:3�i.-s e��,Jr 0 Fire No.: RH80040230 CHAIN OF TITLE FOR PART OF ADJACENT PREMISES WEST: District: 1000 Section: 015.00 Block: 07.00 Lot: 008.000 BEING LOT No. 147 ON "MAP OF ORIENT BY THE SEA, SECTION 1" FILED 11/21/57 AS MAP No. 2777. DEED EDWIN H. KING & FRANCES C. KING, HIS WIFE DATED: 04/15/57 TO RED': 04/22/57 WOODHOLLOW PROPERTIES, INC. LIBER 4289 CP 577 (PREMISES & MORE) DEED WOODHOLLOW PROPERTIES, INC. DATED: 08/25/70 TO REC': 10/15/70 THOMAS KELLY&TERESA M. KELLY, HIS WIFE LIBER 6823 CP 309 DEED THOMAS KELLY A/K/A THOMAS J. KELLY & THERESA M. KELLY, HIS WIFE DATED: 05/25/79 TO REC': 06/08/79 JOHN SAKATOS LIBER 8638 CP 357 DEED JOHN SAKATOS A/K/A JANETOS SAKATOS DATED: 07/06/01 TO REC': 08/17/01 HELEN SAKATOS A/K/A ELENI SAKATOS LIBER 12136 CP 569 Commonwealth Land Title Insurance Company Subscribed and Sworn to this 23rtl day of February, BY: �cx kADL_A a ,. I f 2004. CARIKING VICE P !v` VICE PRESIDENT Notary Public 'r 1 Na 01-GA4 �JcO l L%i; elmarfFV6uBSr7C1.31r_ • % No.: RH80040230 DEED HELEN SAKATOS A/K/A ELENISAKATOS DATED: 08/07/02 TO REC': 08/16/02 FARRELL HOLDING CORP. LIBER 12203 CP 900 DEED FARRELL HOLDING CORP. DATED: 12/27/02 TO REC': 02/21/03 ORIENT POINT HOLDING CO., INC. LIBER 12236 CP 445 DEED ORIENT POINT HOLDING CO. LLC DATED: 12/27/02 TO REC': 02/21/03 ORIENT PLUM LLC LIBER 12236 CP 446 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 23d day of February, aY 2004. / l CATHARINE KING VICE PRESIDENT Notary Public t ,t;,/ Fa[aN SvbiYauA Blt+.M-GMKdAZ 'WLS 0 File No.: RH80040230 CHAIN OF TITLE FOR PART OF ADJACENT PREMISES: WEST DISTRIC:1000 SECTION: 015.00 BLOCK 07.00 LOT: 009.000 BEING LOT No. 146 ON "MAP OF ORIENT BY THE SEA, SECTION 1" FILED 11/21/57 AS MAP No. 2777. DEED EDWIN H. KING & FRANCES C. KING, HIS WIFE DATED: 04/15/57 TO REC': 04/22/57 WOODHOLLOW PROPERTIES, INC. LIBER 4289 CP 577 (PREMISES & MORE) ED WOODHOLLOW PROPERTIES, INC. DATED: 08/07/70 TO REC': 09/10/70 ALBERT P. KREN & MARION E. KREN, HIS WIFE LIBER 6804 CP 488 DEED ALBERT P. KREN & MARION E. KREN, HIS WIFE DATED: 09/30/89 TO REC': 11/09/89 PETER W. KREN & PATRICIA E. KREN, HIS WIFE LIBER 10963 CP 523 DEED PETER W. KREN & PATRICIA E. KREN, HIS WIFE DATED: 12/12/94 TO REC': 12/16/94 PATRICIA E. KREN LIBER 11706 CP 899 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 23rd day of February, BY. 2004. CATHARINE KING VICE PRESIDENT [f Notary Public G� F! "'r 1 f,`trT- ^A FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 23, 2004 TO: Ray Dickhoff Dba N F Management, Inc. A/C P Kren (Diakoumakos) PO Box 696 Aquebogue, NY 11931 Please take notice that your application dated February 12, 2004 For permit merger determination at Location of property 455 Three Waters Lane, Orient County Tax Map No. 1000 - Section 15 Block 7 Lot 11, 10 Is returned herewith and disapproved on the following grounds: The subject lot (15-7-11) has merged with adjacent lots (SCTM # 1000- 15-7-10 ) pursuant to Article II Section 100-25, 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 adiacent 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." Lot#11 is undersized (12,500) and lot # 10 is undersized(13,765). Therefore, the lots have merged. /—y— / f/�Lv�,sc. �1 Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. r Permit Number MECcheek Compliance Report Checked B%/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic Data filename: E:\custom homes\Diakoumakos\energy.cck TITLE: Diakoumakos Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Famil_c HEATING TYPE: Non-Electric DATE: 12/29/03 DATE OF PLANS: 12-30-03 COMPLIANCE: Passes Maximum UA=490 Your Home=470 4.1%Better Than Code Gross Glazing Area or Cavitv Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 300 30.0 0.0 11 Ceiling 2: Cathedral Ceiling(no attic) 1400 30.0 0.0 48 Wall 1: Wood Frame, 16" o.c. 2550 13.0 0.0 169 Window 1: Wood Frame,Double Pane with Low-E 450 0.350 158 Door 1: Solid 20 0.400 8 Door 2: Glass 20 0.350 7 Wall 2: Wood Frame, 16"o.c. 247 19.0 0.0 15 Floor L All-Wood Joist/Truss.Over Unconditioned Space 1635 30.0 0.0 54 COMPLIANCE STATEMENT: Tile proposed building 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. Builder/Designer Date ED�C J. n l� d+� ti 9 o t � F � 0 s MECcheck Inspection Checklist New Fork State Energy Conservation Construction Code • MECcheck Software Version 3.3 Release Ic DATE: 12/29/03 TITLE: Diakoumakos Residence Bldg. I Dept. Use I Ceilings: [ 1 I 1. Ceiling 1: Flat Ceiling or Scissor Truss. R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: ( ] L Wall L Wood Frame. 16" o.c., R-13.0 cavity insulation Comments: l 1 2 Wall 2: Wood Frame. 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] 1. Window 1: Wood Frame, Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors.describe features: #Panes_Frame Type Thermal Break?[ ] Yes [ ] No • Comments: I Doors: [ ] I. Door 1: Solid. U-factor: 0.400 Comments: [ ] 2. Door 2: Glass. U-factor. 0.350 #Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: I Floors: [ J L Floor L All-Wood Joist/Truss,Over Unconditioned Space. R-30.0 caeity insulation Comments: I Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ 1 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-IC rated, the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions [ ] I Materials and equipment must be identified so that compliance can be determined. • [ 1 Manufacturer manuals for all installed heating and cooling equipment and service water heating s equipment must be provided. [ 1 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. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ J Return ducts in unconditioned spaces(except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams,and connections must be securely fastened with welds, gaskets, mastics (adhesives). mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ [ I Separate electric meters are required for each dwelling unit. I Fireplaces: [ J Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ 1 Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New pork State,the Residential Code ojAex, pork State or the.few Fork City Building Code,as applicable. I Service Water Heating: [ ] I 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. I Circulating Rot Water Systems: ( ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 2006 of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ 1 HVAC piping conveying fluids above 105 T or chilled fluids below 55°F must be insulated to the levels in Table 2. • Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes • Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) Up to V Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 IA 15 2.0 140-160 0.5 0.5 10 1.5 100-130 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" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 10 1.5 1.5 2.0 Low Temperature 120-200 0.5 LO LO 1.5 Steam Condensate(for feed water) Any 1.0 1.0 15 2.0 Cooling Systems Chilled Water. Refrigerant, 40-55 0.5 05 0.75 LO and Brine Below 40 LO 1.0 1.5 1.5 NOTES TO FH;LD (Building Department Use Only) • -7 _ UHL LANE FOR SCDHS USE ONLY / J 3 70 - rouNo. c 1 TEST HOLE BY MCDJNALD CEOSCIENCE Ct WELL rE$RU4RY, 28, 2002 EXISTING CESSPOOLS o' ,,] o "" — CXISTIN LouvON a. LS \`1 RESIDENCE EL. 16.5" ORIGINAL SURFACE (L R. MR JOSEPH SAYWER'. ^ ON n APRs ,«„ RK BROWN SANDY LOAM Of N.'I J(15[PH SgYWEkS � I 1DQ3 �Y -b P 3• I�3-�`' Inr an , ^ to BROWN LOAMY SAND SM 0 65' -{ I W a. RESIDENCE n i - S aa•57'4C)"E 125.00' J, EL. ;�.2 r 3' I FOUND O I O �j ul I wE = I BROWN AND PALE BROWN FINE TO COARSE(2) B',DIAMETER" a°<�'�� IN LAYERS NSW'MTH HEAVY GRAVEL fn L01 146 E DEEP '+ I VACANT ri3O-� LEACHING POOLS w i �71 : E-24.0— .moi/ O x' a I l /^l 17' / n L Ppnp� PROPOSED PROPOSE _n t7 'IL) / yv" 50190 E[L� GARAGE DRIVE AT WATER A7 78' SE F`i1C TANK 35 1 ITl L�' FVUND sYInC TESI D IN TREE BASE HO(F In * f''0 RESIDENCE PROPOSE[r Ly i LOT 14O 3 80' VACANT LLJ ' \ FC 3 BEDRO<M TO WELL O I •� m O �' ?0 RESIDENG. 4 °, O +150' C O ILL, N N TO CESSPOOL .. VJ Y N O O 'C �a �' v O O •� O GUARANTEES INDICATED NERC DIJ SMALL RUN wO '1 RI �• TSD' fNJIY TD THE PERSON FOR WHOM THE SURVEY i r — J5.0'- l5 PREPARED, AND ON HIS BEHALF TO THE { g J ••'i z 10.0 to TINE COMPANY, GOVERNMENTAL AGENCY, 4 N 88'57 40 W EL. 16.1 D LENDING SSII EES In HE LED HEREON, AND '25.00 TO RA ASSSARES OF THE LENDING IN5111L/BON. z GUARANIES ARE NOT TRANSFERABLC LOT 42 ADDITIONAL INSBNBONS OR SUBSEQUENT OWNERS. RESIDENCE EXISTING CESSPOOLS N/F HELEN SAKAP05 UVAUTHORIZFD ALTERATION OR ADDITION TO THIS m SURVf)'IG A 00LABON Or.r.ECT70N 7,09 OF I HEREBY CERTIFSI' THAT THE WATER IPPLY(S) AND/OR SEWAGE DISPOSAL .n THE NEW YORK STATE EDUCATION LAW Y SYSTfM(S) FO T S PROJECT WERE DESIGNED BY ME UNDER' MY DIRECTION z 6'ACED UT'UN CA FUL AND THOROUGH STUDY OF THE SOIL, `_,ITE AND GROUND THECOPLAD THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMPOSSFI)VA SEAL SHALL WATER CON01T NS, LL LGTS AS PRLiF'GSED, COIJr"(ikM TO THE SUFFOLK k" COUNTY NOT BE CONSIDEREn ro eF A vauo TRUE DERART,MC"JTMCA, SfRV' CQ^✓S TRUCTIO CTAfJDARDS IN EFFECT AS OF COC" THIS DAT . O P o�� RESIDENCE hEbRUA ;EPN ,^C'HE III, P.E. o f 1725 H 4RT ROAD SOUTHOLDN. Y 77971 SURVEY GP �Nso SURVEYED: 225 h'Y 2002 c ? es/-7 s- vc,4 LOT 41 0 'SCALE 1'= '0' ��• 0525°PGF2 MAP OF ORIENT BY THE SEA AREA - ".sOR_` `. FIE F EL2U 17 ".7_'HE0 SECTION ONE Gfi'ALi£ 0.287 ACRES £L. -2 �I SITUATE EM/( G77 -- — ORIENT POINT, TOWN OF SOUTHOLD SURVFYFD BY DATE FILED NOV.NON21, 1957 INV � INV mnn rqi STANLEY .I. L`-,AK`.EN, .1R. LL.14 s s£F'TIC' TANK INV INV SUFFOLK COUNTY, N.Y. -- TM# 1000-N+-7- 11 � �EL 14.0 EL 7 1.75 ' DIAMETEF, P.n. BOX 294 j.�-i1 FECHING NEW SUFFOLK. N.Y. i 195E ZONED R-40 POOL SURVEYED FOR: PATRICIA E. KREN 4-S8 5 ELLEN B. KREN GUAKAN IttU U. £l. 7 7,5 PETER W. KREN PATRICIA E. KREN - ELLEN B L'°'FPI M/A/ L' ._CN;CD NCI ',l1RVCY. F'1IFk W h.F'EN r:R(1UN/I WA IFF' 11 APR 7L? `,HOW TE':7 WELL AND r-C'.GPpnC ON COI J/40 _ ��_— 1 50 ArK 0Z HL WL LL 1uc. 1U1 4U � JY', LTi . `1�1i'7' 02CII08 5UR\/EY OF LOT # 41 Uhl Lane Extension N "ORIENT�BYr%,THE,,�,5EA" 5E6TION ONE W FILED NOVEMBER 21, 1957 SITUATE: ORIENT POINT S TOM: 50UTHOLD o° SUFFOLK COUNTY, WT, LOT 40 o SURVEYED 0I-II-01, r FOUNDATION LOCATION 05-26-04 n SUFFOLK COUNTY TAX >< 3 -f7 S0000 OJJ7VV"E 125.00 1000-15--7-II nn,, i W CERTIFIED TO: i/Q r i, PATRICIA E. KREN z Z ELLEN B. KREN 3s' PETER W. KREN rJ1 3L2' -( m w w i- 25' O ryn y� 7fj T 8 S3' 475' 51, �J - - - - - - - - - - 0 Fp / F 30 ), rn p C]� 29' LOT 41 m 23' (V cVc .J r w Y W �y iv. ~ Of Nc:.. F-� r 23' A ry qPS�N C. fh4F YO 15.2' * 7( T1 CJ r O _� FO R, N88057140"w 125.00' `""° NOTES: I " LOT • PIPE 42 Y d 1 AREA = 12,500 5F OR 0.29 AGRE5 0 ELEVATIONS ARE FROM FILED MAP EHLERS LAND SURVEY SEPTIC 6 WJOHN C. WELL LOCATIONS ARE FROM SURVEYOR FIELD OBSERVATIONS 8 INFORMATION N.Y.S.LIC.NO. 50202 PROVIDED BY OTHERS. 6 EAST MAINSTREET 6RAPHIG SCALE I"= 20' RIVERHEAD,N.Y. 11901 -- 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\20-317.pro SURVEY OF LOT # 41 ___Uhl Lane Extension N "ORI EKT�BY^-THF^-5EA" SECTION ONE W SI�TE� O POINTS 3 II TOYVN• 5OUTHOLD o TY W LOT ° SUF--FOL�G GOON o 40 = SURVEYED OI-II-OI, FOUNDATION LOCATION 05-26-04 ( AMENDED 06-23-04 FINAL I-II-'05, 04-04-05 S8805740"E 125.00' SUFFOLK COUNTY TAX u � 1000-15-1-II � WATER SERVICE WELL I � '' S CERTIFIED TO: 42.0' 1 `V PATRIGIA E. KREN rn O GP_ 35' ( ELLEN E. KREN o --� PETER W. KREN X12 NG rn bbp 'j�'" m p1h FIDELITY NATIONAL TITLE IN5URA E � 8 O GO 25' "r O 1 S o m T D GPs. 5-31 VIII `q Q gQ a i -n 7 .p ffl �y Z Qr Y U O n, U Z \ �\ A x m r Z ns w, O n Qrn - +, `� Iv n�• , U v w �, pp N Ci 4 r� ��- . � IM1 (.1 23'co o I SL - j N { r er 1 OT N -by rn z m -1 Ili -1 F f f�e1 I �' D FY 23' 4) i N_ NCtry. i m ANN ry rl 'fp 23' 1 T 7 OOi vll G ) ww I N88°57'40"W 125.00' NOTES:` ...,m.,.. o PIPE .. " . .��.....,,m,._ AREA = 12,500 5F OR 0.29 ACRES LOT ELEVATIONS ARE FROM FILED MAP 42 ."," SEPTIC 8 WELL LOCATIONS ARE FROM oaq'ep„rcn^„n FIELD OBSERVATIONS 6 INFORMATION .,,,,,,,„, „., , PROVIDED BY OTHERS. VVE YOR IS.F. D `...SU RV HOUSE OTR51Z 152G�0155F3 5. JOHN C. EHLERS LAN S AVAILABLE 50UA RE FOOTAGE 15 369 5.F. 6 EAST MAIN STREET N.Y.S.LIC. NO. 50202 GRAPHIC SCALE 1"= 20' - -- -- - RI9-8298 Fax N.Y. 11901 — - 369-82H 369-8219 REF:\\Hp server\e\2000 pros\20-317.pr GENERAL CONSTRUCTION NOTES X _ -_ --_ _ -_ _ 20. Claud openings In wind-borne debris regions (areas 22. Design Load Information: Nailing Schedule for lateral and shear connection requirements In Exposure-B&CJ 1 All work shall conform to the 2002 Residential code of 10. No backfill shall be placed against the foundation wells within hurricane prone regiom within one mile of the a. Ground snow load: 45 par Number of nail spacing NEW YORK STATE, Local Building, Zoning& The until first Boor framing Is In lace or brace foundation Description g, g g p coasW mean high water line when basic wind speed Is b. Room other than sleeping; LL=40 par and - - - -`-�. oaten tidrd or Common nails span only I I0(mph) 120(mph) New York State Energy Conservation Construction If. Double joists under parallel partitions and under 110 miles per hour or greater or 120 miles per hour,shall DIr10p=f Code. ALL CODES shall supercede drawings and shall whirlpools.Double from around all openings In Boor meet the requirements of/he large miss0e lest of ASTM c. Sleeping rooms: LL-30 par and DL=lopsf ROOF FRAMING Rafter to top plate (toe-nailed) 4-8d 4-fid per ratter be Incorporated Into drawings whether they are and roof framing. E 1996 and of ASTM E 1886 referenced therein. d. Roof. LL=3gpsfysd DL-10 psf ceilingjoist to top plate toe-nailed) 4-fid 4-8d perjoistlel Indicated on the lana or not. 12. Meted finshin shall be provided were concrete abuts Ceiling joists to parallel rafter(face-nailed) 7-16d 8-16d each lap p g P (8301.2.1.2) e. Roof with cathedral ceiling LL=30paf and 2. The reference standard Ilial was utilized In the desiggof wood,and were declu abut house framing. a. Exception: Wood structural panels with m DI-15psf Ceiling joists laps over partitions (face-nail) 7-i6d 8-16d each lap 1/4 Joist l Collar lie to rafter(face-nail) 3-8d 4-8d per tie the structure ls the American Forest& Paper Association 13. Joists hangers required at all Rush structural load minimum Thickness of 7/161nch end a maximum f. Decks p exterior balconies: LL=60paf and depth, Max. (�-` -'� - Blocking to rafter(toe-nail) 2-8d 2-8d each end (AF&PA)wood fnme construction manual for one-and bearing conditions. span of 8 feet shall be permitted for opening DLrlOpaf 1/3 Jahst� �"alit. -ISI i 2-i6d 2-16d each end two family dwellings 1995 high wind edition(800.890- 14. All habitable rooms shall be provlJed with aggregate protection. Panels shall be precut to cover the g. Guardrails mud haadmils: LL-200psf Rim Board to rafter(end nailed) per rafter depth. Max. 1/3 total _,--1 I Rafters to ridge, valley or hip (toe-nail) 4-16d 4-16d P 7732), THIS MANUAL shill be Incorporated tato the glazing of a minimum of B%. of the Boor ares of that gland openings with Attachment hardware h. Attic without storage: LL-10 psi and DL= IOpsf depth. Max. Rafters to ridge, valley or hip(face-nail 3-16d 3-16d per rafter drawings whether the arc Indicated on the lana or not. room. The minimum o enable arca ventilation shall be 4/6lolat K Y P P (ventilation) provided. Attachment=hall be provided as I. Attic with storage: LIr20paf and DL=10paf depth,Max. WALL FRAMING 3. Written dimensions shall take precedence over scaled provided at a mialmum of 4% follows; J. Seismic design category C r^ 2-16d 2-16d per foot I U) Tap plate to lop plate (face-nailed) dimensions. I5. A11 door soil window hesJen to be 2-2x10 unless Doled Table 1609.1.4 k. 3-aesond . '^ Solid sawn foist and rifler notching and boring limits Top plates at intersections (face-nailed) 4-16d 4-16d joints-each side 4. The contractor prior to start of construction shall verily otherwise. Ejustener Schedule for wood plywood panel: - - design goal wind speed of 120 mph. U) Stud to slutl (lace-nailed) 2-16d 2-16d 24" on center W Header to header(face-nailed) 16d 16d 16"o c along edges all dimensions,existing or new and be responsible for 16. Vent dryer to arterior mud bathrooms shell love Fastener Pane[span Panel span Panel span Top and bottom plate to stud 2-16d 2-16d per stud field fit. mechanical ventilation where no window is provided on Type less than/ leas than/ Ins than/ O Bottom plate to floor joist, band joist 2-18d 2-16d per foot 5. All electrical and plumbing shall conform to all Stale; separate switch. Equal to 4' equal to 6' equal to 8' ENERGY NOTES Built-up corner studs 10d 10d 24" onnd corder local,county codes,and shall he Inspected and approved 17. Guardrails are required where the difference in erode is 0 U _ Built-up girders and beams, 2-inch lumber layers 10d 10d by the governing agencies. General contractor shall be more than 30 Inches and openings In guards alb to be 4" 21/2"N6 wood 16" 12" 9" L The Architect certign that to the best of his knowledge, Z ' 1 j Nail each layer at 32" on center at top and bottom responsible for all installations, materials,design,els. (inches) maximum. Handrails arc required on stain with belief and rofessional judgement, the drawings are in LU 11,1"slit. And stagger nails Two nails at each end and at each spliceg ( ) ml Screws or lOd P ) C g ,u,m...,sin 6. All footings shall bear on virgin, undisturbed soil with ■ 2 or more risen. (8316.1) nails compliance to the MECcheck report for Ike New York Z moi.nm„,aoFLOOR FRAMING minimum bearing capacity of t-ion per square foot. Ig. Smoke alarms; Shall be provided io each Bleeping room, 21/I N8 wood 16" 16" 12'• State Energy Conservalloa Construction Code effecllve Q Z vara u,m i Imi•m...nJoist to sill, lop plate or Butler (Toe-nail) 4-8d 4-8tl per jolsl 7, Poured In place concrete shill have an ultimate outside of each separate despiog arca in The immediate Screws July 3+2�2• i .else Bridging to joist (Toe-nail) 2-8d 2-8tl each end O Q p.mi.use 2-8d 2-8d each end compressive strength 0128 Jays of 3000 pal,except vlclNlly of the bedrooms and on each glory of the . This table Is breed on ■ maximum wind speed(J-second gmq 2. All HVAC system shall meet the NYS Energy Cole. 11 W { Blocking to joist (Toe-nail) r,,,,• Blocking to sill or top plate (Toe-nail) 3-16d 3-i6d each block expose) Blabs,ganga slabs ooJ steps shill be 3500 psi. dwelling, Including bmemenl and cellon.Alarm shall be of s 130 mph and•J3-foot meso roof height. shall be the responsibility of the General Contractor l0 U I_ - --rte �xol..as• Ledger strip to Beam (Face-nail) 3-16d 3-16d each joist (R402.2)Concrete shall conform to the latest ACI interconnected and hardwired to a commercial source. . Fasteners shall be Ins/ailed at opposing ends of the wood submit the Design and drawings of the mechanical L Joist on ledger to beam (Toe-nail) 3-8d 3-Btl per joist WHENEVER an allemdon,addition or conversion is structural panels. Y P� Y P g 'n Standards. ps system atom and sealed b a rofessional engineer if W Band Joist to Joist (End-nail) 3-16d 3-ifid per jots( S. Joist and Rafter Framing lumber shall be DOUG-FIR N2 made to an existing residence, the smoke detection . Where Screws are attached to masonry/stucco,they shall be required by the owner or building department. V `-� LL Band Joist to sill or lop plate (Toe-nail) 2-16d 2-16d per foot Z_ or better,E=1.6, 1"- 75 psi, repetitive member 1006 psi. system of the entire residence MUST be brought up to attached utilizing vibralloo resistance section having a 3. All glass to be double Imubted with LOW-E glazing and 1 FLOOR SHEATHING shall be attached with a minimum of fid common nails spaced at a maximum of 6 inches on When ruled as etude to mesial wind loads Fb=1181psi code, hardwired and Interconnected. (R317.1.1) minimum ultimate withdraw capacity of 490 pounds. a U factor=.35 maximum 01 CL Cy panel edges and 12 inches on center in the panel field. 9. Basement with habitable apace and every sleeping room 19. The Architect shall not be in charge or responsible for . The Home Owner Is responsible for attaching the plywood 4. AB exterior doors (toe]. Basement)to be insulated with a r Stud notching and boHug UmRs --- - shall have at least one openable emergency escape as the construction phone of this project,and for panels to the windows and dean during a storm U=.35 maximum and they shAM1l%6VtWIiT p#"CODES OF J ROOF SHEATHING ATTACHMENT REQUIREMENTS _. _ _ follows: Minimum net clear opening of 5.7 square feel, interpreting the construction Drawing,Building to CODE Self-closing and fire rale)�bEiNsdl6gLiTAITE & TOWN CODE mueu.nnw,xuu,.ue Maximum nail spacing for ld common nails except grade Boor openings to be mialmum net clear and observing the quantity and gmlity of work being 21.The architect hen not been retained for construction AS REQUIRED AND CONDITIONS V J 110 (mph) 720 (mph) Sheathing location' spacing al panat al Intermediate al panel al Intermediate opening of 5.0 square feel. Maximum sill height to be 44 performed. The Architect shall mol have control over or plias of this project including supervision during Edges supports Edges Supports inches above Boor. Minimum net clear opening bright of charge of and shall not be responsible for the construction,contract administration,Inspections or C I SOUTHOLD TOWN ZBA B PP 9 PP id g g etP a•CF a.Jrri Interior Zane 12" o c. 6" 12' 6' 12" 24 inches, minimum net clear opening width to be 20 comtroclion ransom, methods, techniques,and sequences observing the quality and quantity of the work being SOUTHOLD TOWN PANNING e-L-)• 16' o c. 6' 12' 61 12" inches. (8310.1) or procedures. performed. SOUTHOLD TOWN TRUSTEES w goad sFg N.Y.S.DEC JI X-g Parameter Edge Zone 12" o.c 6" 6" 6" a ,a,1,_rl-•a nl .I 16' o c B" 6"6" 6" 6" ' Q TIP 2vA [WALL SHEATHING ATTACHMENT REQUIREMENTS_ J o�awc Maximum ,all spaang for 8d common nails 1114' x 20 gage-G185 ryy,--fes 110 (mph) 120 (mph) 1114'x 20 9a9a j 1114 x 20 gage gal.. Strap with�) -8d • Shealhmg location spacing al panel at Intermediate at panel at Intermediate galy. Strap with 8 -Bal galy Strap with 6d Common nails in eachhIT 5 Tv/4. Edges supports Edges Supports Common neonils in each Common nails in each End ill'on center. u - 1 i Interior Zone 12'o c 6" 12" 6" 12'" End @ 16" on center Ertl 16'on center Or al each stud Lap IU aYi N�.h L p lLR 16" o c 6" 12' 6" 12' Or at each stud strap under bottom of l"1ArJJS, (>�[.�r ` n� Wrap over ratter and sill and nail. (_,yJ v1EJ 4' Edge Zone 12" o c. 6" 12" 6" 12" 12 nail each side I T o c 6" 12' 6" 6" - NPp4F1j I I For roof and wall sheathing within 4 feet or the perimeter edge or the rpor Including 4 feel on each side %6 I tn of the roof peak, the 4-fool perimeter edge zone attachment requiremen(s shall be usetl Fs,AJr I . TO GA`C� of ' -'- 11/4• x 20 gageE.G.e-H SILT- galy Strap with 8-fid 11/4'x 20 gage TYPICAL ANCHOR BOLT Common nails in each gals. Strap with 6 -8d ZT' Common nails in each End (r� 16'on center.Minimums bedmentofoc- Si VL- minimum embedment of Twith - End @ 18'on centerL 6er.T ` 24,oL 3' x 3'square washer. Hold 1Y Wrap over rafter and Wra over rafter andTIP rta`f�y..ry'11 nail each side. P,,1 T off comers antl hold 4'at 12'off nail each side.each end o1 each sill plate. X lo� G•�r�^T . Roof-to-Wall connection Rafter-to-Rldae connection nil Foundation-Sill Dlate-to-wall connection No ceilino attached to top plate Roof-to-Wall connection ii „ Ir FL2 JYr 2N <J Al710 o.1E 1.1 p.IL o.'I enc-I-1 POr� orIG IJ Nt- r-_T a►c}.( S. -- - Exception": Ridge straps are not required / o Fo a gyp^arm o.r e=Jt 321,pt 1 p _ When collar ties of nominal 2x4 lumber Ib rZ sPx` klw ov G,2 u„ )ALL _ i V,J V y/,.,•rd or-J t Wnw� J r Located In the upper third of the elite spew ' - 3 2 •o t t dFt-I FT rfilr -�2 2rlo Hlxz And attached to each pair of rafters. 1 t/4'x 20 gage G- OJ`11 60,J e16,TIoJ �T o ro m.easT 105 1 Strap with I-1pLAOt�J 4PPUES SGL pE'r�IL wr S.yz1e, int,ea�� Nail each end of collar Ile with 5-8d nails 1114' x 20 gage 1114' x 20 gage 2aC�E 1.-IAL.L-S '�'"I✓� ocL 4Ni5 pn�s- 16"Commonwrasat 1 yc iJou�mtrl 16" on center wrap galy. Strap wit -8d Fal roe -nm Ir• 9aly. Strap with 7-8d 3 p FJ U 12A V E. Cont6 J Common nal n each ' Common nails in each O under sill and nail gA�ek TO EoGF� End @ 18' center. 8Le1 c -_, f,r, End Q 18'on center. v 1 GOI-�lIn J tJ O J 9 l.L TESTING BEFORE COVERIN(. 2 r`-1 'Tr2-1 1-1 SPAS I,J t51 �+g/�r� ��+ zsorl PlilD Ix`n ru Ne - Ifo o9. 1, 4 See. -o-6 oy' E �IIIo,G• IJAII. I tR- rrn �SNS n00DZUNE T7P pnsy �4 i -4 Qe���� Qr WITH CHAPTER 46" '-'1.x 5'(J O'+ - rRMTxO c. ,.r. Sa,ln -e 11,.1 FLOOD DAMAGE PREVE ION syr I a nae rn F- PL-yk�oO r,^ J d'i/ �A��' E l'� SOUTHOLD TOWN CODE. Tye ext r�� o a o 4 JAJ L 1 JC/I 11/4'x 20 7-8d � PLUMBER CERTIFICATION bo•WAU, t �r712-I Zo•1-J -rte V �� CnnON LEAD CONTENT BF_FORE .414 , ntr, V fcsLAKRTIFICA9" •T' M End @ 16OF -IVJ r� UJOD� STII'FtkJ GA'S f -,, NN CTI9*IL 2A' 0 6• E LJ 7r\(16 WI-tps oOLDER USED INWATER NA' r, k r'' RED. ONS w I-n-1S PLYSYSTEMCANNOT r1�,4uIRED.i ,Iw.erlar, oo ^T E4EXC D2/100F1%LEAD. SINpa..J. pi0 'LNIOHOA c�tJ'( �Jr„r< H �114f4. 2ordae xv, ele Foundation-SillDlate-to-wall connection Cantilever over first floor Wall-to-Wall Connection I01 t C2rH�Je.�4ta.JoAl garage walls - GTnr,r`-,..., rugl_L t ALL C.ar. �e: L`� 5017 GA�14 APPROVED AS NOTED MEErrHE HE '� B.P. eJ svl-I l�" tiernlua = OGdAL (meJ . or rLywavr �,-ror� 1,. IrV _ � TE g.3o,aY�`�CODES KOOAL +JC-4• p=sr I�'iJ _ ,1 --i ` nwt•. ..i 2e,"•` Pipoe.Ps-1 r.Hot /� I FEE: /J-G/. BY: 1 `fig Svc uua wro ro �Uz4r ( % � J J h �Il� �� k� DJ�2H�r ►-I G( I� ���c nAr'fFR- - AT r w/ 2X g - '-I ��Gf"� V �� NOTIFY BUILDING DEPARTMENT AT "a jI Id�G 2 lP CIA CP'k,' in'UP �ZJ ST - S 765-1802 8 AM TO 4 PM FOR THE ° To �W Eg-fl L IUB r��'�pt la 1 FOLLOWING INSPECTIONS: �AU�A24J Popo IZcK FoQUI d6TAlV N UPLIFT CONNECTIONS A "'� / 1. FORPOUEDCONCUNDATION TWO REOUIRED H OQ FOR POURED CONCRETE t� 2. ROUGH • FRAMING 8 PLUMBING ' 3. INSULATION _ Some details may not apply to this sat of drawiings a Q ) 4. FINAL • CONSTRUCTION MUSTrun m U G G -�--/'� Yxn cnnun,lnlla K steal straps; ASTM A66i Grade 33, except when m > > > + '` �' P + P BE COMPLETE FOR C.O. O m m m m n HOLO�u I j P `A �'I lateral N,nco at 6'o.c. Tulse or colllna lab( l" J� �/ (?� �'t In contact with concrete use G-185 Gaiv. Strap. I r ALL CONSTRUCTION SHALL MEET THE 00 WW % �Y4 x 20 GACiB 210 Nail. Gable End Taw _ _ ` �� O - REQUIREMENTS OFTHE CODES OF NEW Uplift connection details on SCH-1 Indicate uplift connections CaZVJf, 5TAv +rte W/ YORK STATE. NOT RESPONSIBLE FOR 0 _ �L60YL arJb c- I1_I J ra To transfer uplift loads from the roof assembly to the foundation. DESIGN OR CANSTRU RS. 10 Rd Nen. END WALL-� J�I STs ' Install at all bearing location In accordance with the details or .y. .�ER�D'�C _` / _ _ _ GIs ( Install according to the WFCM Manual. E•'�1 r-.If.� y,�.V]G� J. y, ij. a z T s �N fid Cooler N.Ib of 10"o c. / % % > - - -� -BLOCKING-/ ' The uplift connections for this structure was design under: DO NOT PROCEED WITH F w �5 T j P g FRAMING UNTIL SURVEY V .i ,r + vfz_ Z Pm` / %( BLOCKING -� 9l,ell oe_ Exposure B category OF 70UNDATION LOCATION ww-x w uo T r " lance Mot 4.10dd to .rich- °1t dG - - - - P g P N APPROVED. °'° o - O % 0.0(am CC Q ora hence Mot 4.104 mall. / i 1 in a 12 a -mph 3-second oat wind speed I 000 e ,y� �j ❑ h ., `IP. FFAI-tG� �%4 9 ' 29 SECTION A-A Wi1J i��L.11 h/t�i� I'Il� �/'� - �r� 1 '.' �'•: OQ�K sa co.+,v-,T �m Gyn.mu nonny %'� Using the WFCM 1995 high wind Edition prescriptive design. ( 1- i:`t�. . (^tr�..,=Q g 3 M-J 20 Gag. 511.1 - - - _ - - _ - - _ - T - 'J 5d Gnol.1 N.Ib rel 1"o c. sT�b ca IJ ru-7 I v tJ PANCY R 10 Bar Nnlle 1 '.S Ih�o� J DETwL Yo�u� � Enlwnn Stas �T '�k/EJz�1 i,x Tell Iva SE ISIINLA rLA1S!r=7 I_Jcpc`O 0 pt= ri I r-J �-i RETAIN S70FIM WATER RUNOFF, WITHOUT CE I ICAI PURSUANT TO SECTION 45-10C OF Or' 3U .Y G,V Figure 3.6a Ceiling bracing gable endwall Figure 3.6b Floor bracing omiwall OF THE TOWN CODE. UNDERW077SCERTI CATS REQUIRED l I01 - -- - - - — 24`x 24"poured pier footingIN to virgin soil for covered -" porches or 12'cone. Pier for decks, 4"CCs post-Sae detail . ^ onsch-1 for detail and �J 0 stra pQ strapping-UpIiR corrections.2 / 771 F J , t ^ate 2x8 or 200 treated nailer lag bait to trams with W bolls t f I At 24"on center with deco x - 3 o orris. 2x2ledger JEJ boald. Itc, b 9 ° I �_ a oo � LID I I -� ------�–�- ----4"_' =24NX=1�2tffck d ! - g I a -pi Corsets Tooting 8In /) I LZ ° - ---- -- - - --- - ° ,1 r� t n ; Diameter steel column. 9 r — 7 -- --- - r r ------- — - -- -- 1 ° i j u IU r JI o r Ui, ILI --� - . a 1 IK.�/°I v ! Lvs,� rfl I BASEMENT � ; i —1 -- — N _� r� CO I J` 4"conc.slab, Provide I6TT bridging as per code typical ��p z = ag aOahe `� -- - - Lit 4. to 3 -- �— - ° 4'StreI slab with O O �" r ------- -------- --7L 8x610/10 WWM, on ° ' — � a yCt ,r ° compacted granular. ( :� Pitdt stela y"1R to doors N _ �� Z COM�hL-tO p{� (j\ 6R4htpr F - I I Vv I > 01`5 ri((p - To Uh2L/nl �QAOE A�j pHd S ;OIL, h- fnUJ w Wtl1Z= z ¢ 8PIGAL FOUNDATION I 8" poured concrete wall on to"x I i �7" 8"Concrete well footing,exterior �-"— -------fir----- -------- --_—_—__—_—__ Dampmofirg, 2-2 x 6 treated sill rates, Bill seal,Termite Shield, TYPICAL ANCHOR BOLT W,23' oe or 5/8"x 36"oc- = !' minimum embedment of 7"with i • ' Y x 3'square washer. Hold 12' � k-, on comers and hold 4"to 12'off each and of each sill plate. 1 `-J '� �'•�-� �_-.✓�- i L, '�.-� 1 J l Uplift stmp connections at all _ Bearing walls. See dwg SCH-1 0Simpson r,- - Holdowns provided at corners of garage wells and doors and at building comers-see plan and SCH-1 c detail sheet for detail --7 n �-' 1. M 1 e 2-1 rs� C�lLic{�.� c -7 2 � 21�s. r GW2 ro NJ 0 5 2'2rf2 2.2�i2� 32" r IIS/� wv �jln" 9 ?" w6 ? _ �F Framer to verily cantelkuof °"�" 11; J window "'Q `� hJ y,kjl IN frr u'✓� �F4w U,q 3� wlrKover oink with _ 1 layout plan. provfaad by.Ownm or % 9 Y A 12 pv V� � , 1� � , _y.94uo y cri'"Cn 9 M \ �J�J 1�,) y (R" cN 1� I I V jz ^ , o NJ - - __-` v -- —t — / IIroe_1 � .9 " 7 � 56 1P 32'I� � < J\ y�� V.HHP1NNo mdoor asse bly -07 rill ol P u v 'J1h9- N I u F � 2' YxIL � � i, 'l, it 12a `hb � ! I)Irmyl PIA�sE � I'72o1� I n + �` 32 r l l r� WL Fi J' ✓tri 2' rr r/2 �jr a Js 51ak `Q GZ� ?vcF y A3a,2 13 ' � J W � av ��ti tV `� ��a tz 1 --- - ~— —�` 4Fp 1002 i I} I-IrTF_ so�� G� o. H '?1�y4 tv —moi LLINl2 Of cQ 7X12 --- �,;,II 71 Plans indicate Andersen ---- '� :- model numbers. Provide `I'qJ � �°�J "� io"Burn agbeard o wells Low-E insulated glass with a p ! ,I� 1 Design pressure rating of DP tooo G off% atld° aV a z y0. Substitutions made upon - ,1 .6044610201"Wr _ pink" ,� w w 1 l eo6 d Warr garage abuts �,�, [�� J meeting code. See r^rE ))¢dwtrlpnqu�f'�Eliirad 1Kr' t_y"jm, i gen.notes#0,14,20for `ylool° IWAljbgaltl�t�t1 •8lft! W *-� WY Code compliance t ,y ��I1II All multiple unite shall have !..- --."--t--.-- -- -----------._._------ - - ; Narrow steel joining material. Fi. t, '> W,ltlt Godo ,� REDA If2.r!11pfWfiMe w1lMs a ,ct � _ haeted,�i 2" 3, 731 , "°. dy ( (� � _ 8.8mola PeMaEor - '-'� rL,/ I}J % 1-� A Ey�,� Buement with habitable space mal ovary eleepioa room shag have at'legt am opemble emergency escape � ' � k ,-1 l '71� /\ \ C"�e��ho7Sida DahClf;N' " - '(' Y.� p._ /"\ "V Refer to gen. ",i_ll'L" NOTE:Unless rioted , __— as follows: Minicoy®net clear opening of 5.7 square feat,except grade door openings to be minimum net Qlfierwjss,'pnterdl 5,6- J 1 TAr2`-I clear opening of 5.0 sgoarc feet. Marianas sift height to be 44 inches above floor.Midhaom oat clear , Otherwise, latter center opening height of 24 inches, miaim an act clear opening width to be 20 lychee. to.l I n 1 sys� > -hold1e" vfl camera. TYPICAL ROOF Class A, Asphalt Roof Shingles W/six fasteners per shingle 15 lb underlayment felt Framing per plan with W Exterior Grade Plywood Sheathing-see(fastener schedule) Ice and water shield as required by Building Department. TYPICAL SOFFIT 8"Overhangs C WE 2(= t.k. n- 0) 6•Wood Fascia&8"wood rake boards, cover in alum (opt) r� T Vented Vinyl Soffit y24 �E v' I Rafter uplift cghnections at all Bearing locallons, (,y L TYPICAL EXTERIOR WALL /! 2:X 4 Wood Studs C 18'on center, Double Top Plate, Single sole plate, 1W Exterior grade Plywood Sheathing-see(fastener schedule), Tyvec House Wrap or equal, Vinyl 'rvr 7 P'F Wall-to-well uplift connection at all bearing walls 'See dwg SCH-1 �G• TYPICAL FLOOR ��•U I- %" plywood sub Boor, glue and nail /. �- r1 � zi �., as per fastener schedule , Floor joists per plan fx IQ Bridging per code-all spans TYPICAL FOUNDATION CONST 8"poured concrete wall on 16' x 8" Concrete wall footing continuous v L'' ice. \� - iq Exterior Damprong 2-2x 6- '^ "'T F-LJ 71'I �' ' treated ofn$III plates, Sill seal �•/ 1-- •-Ic�S7 LYL Termite Shield, 5l8'Anchor Bolt 43'x3"square washers at 36"on center and hold 12"off comers max. Uplift n oM 1 all inggSaod„QSC (T INSULATION SCHEDULE I Rater to the MEC check --� compliance report within this set of plans or attached thereof. 91 INTERIOR WALL �\\ Provide h'Gypsumm Wall Well Board on Iz- O callings And Walls except \ basements&unless noted, Moisture resistance IN Gypsum � Board in Bathrooms, and fire -- — - -- --- ------ coderesistant gypsum hoard as per code • See DWG Sch-1 for uplift Details L Nailing schedule and general v im/1�IU(,fj notes ��' cIAP LJ KN1=Fi ww11 Fa1y, V`iz- �o N � ✓ ir(—'TT � r-J _ __— ✓✓ Lc Hj1-f-`1 W1� To SJR 02T a.U. �,7 pl'l£.r-I 'ro lli�,�� �•'� QAFTEnh id — r J�AC-fEQ rsP^e"V. CL Tri, LJ� II CIAI4 twK (LPiL yc� l�w�ly g I �W II LY L. po->f 2•FIZ aa� I�C•I�v_ .rP� ,� w' I Hie s d 01-I ryAlL7 CCN ry N'f- �� --- — rti ° 2oX�°' = S '�Ifj Q�,{C 2Yr-YL f7 �p d, cr �q° tit Id, iQf a IpJ,o"1 I I�r'i I e� tin' L Xr1�Q �,y� ly — x�7, C' ��I� (��y cw 24' To I d•o ?� f o J w alO eloEp I � �4 ------------- �Ka o h; 2 I I DG g o WINDOWS, Plena Bldipts And*w model hombn1'a.Provide I Lour-E)Ilk**4 UI W'%*h a nprassurit,tMWDof -� Dion SubNitv(Wna Q 2 q° S c LtT�S To I ,4Nd— I rt r4Cr I ge�n.noteaAD 1A 16 for u F-SlStgaT 6L�fi Pse Cocks buillf! Pill dpNtangsshdlhavo G�`�F�EOA✓fc� C0-9 lG Nerrow'abW JoHlirp reab�11M1; . �C3/r�+y Gy\ � • di J /glol'0 � 0 Oj I I` N t r -- rt j71 LA - -- -- M�ey I i ii - - 2 + - I — _ - -- - - - vi : STEpS i I � I ' I i t..0 cL=s�o i 10 �f 7 RJ T+ 2q° V6JI i ` T� v1 V vJ r6j ° 211'-► SrJuo yl'.1 LCA 'J S UI Ll I -- y_ I � - ----._.—. ..._ F-h•-a G 2 W °IoOl,d Som-i'r \ I. ���'f�J C-f.a � - 5'G j 4 BI _ QJcco I : 0 ----- I I S'r'Jof Lr✓o I s-rJ u�l I TrZI� r- I I � -DA oas yC�• f r' �� ` / Op NEW u I- ./ I:r r t J L✓ ..— ASB DATE; w SCALE: HIGGINS DRAWN: n ARCHITECT REVS: 50 HIDDEN ACRES PATH REVS: WADING RIVER, V 17T REVS: 208, REVS: ..�¥� � z ���� �> � � . . : . ��§ \�y . � �f � © \ �r . ���. . /��� � . � \�� « � � `�} \��\ \ � \ / , \�� a. . � � \/ :s, v , \ � > � \ . < . ~�~ .�4 . 9 3 ~�: ,y , . ,. . �? « ��� \ 2 <«� : | � . »�� . � . . \ �;� � ���. ` � \ / < �. \�: \\ � �� /\ �. . . . �/� � �\/ , \�\�\ } > .w � | ��\� \ �� ) \ . . , ��\ \ .� �2 . \:�. >. � ` «���'Q» � « , �< : � : y 2 . . � \ fd+«2~» ^ � � . �\�» . . . . \\� y ��y= ev.„� , � � � « » ( . ayy >ta�«x: � � � \ � ! � � � � �� . � ^ «��&��«��'«» . � � � ^ ���/������� ^�� � . � . �\����<?« � . ` �t : .: aw.�» ,. ^� � � � ~ ^ ^^ � a. � ^ � � � � � � � ` a . . . . . . f� .. � � �. ' � ~ . � . �� � ©~��� . . � . . � e. , � w. �, � � � . ~^ � �� ^� � . �« '�\» . �����2 y ,�����/\� i Vb � Il Ww. k. ���14I Ili�l�ill'i z x _r H `9Ln y„ N , 9 SK3 p Ya AP :t w r } s w � � 5, .. gyp•-, _.. Ali.• R ��"' t ter, ..� • �- _�r "W n ` ti J .. r _ x j .i4 K � v Al Art T •wi � moi`' ��•. ,�.j. � �.. ,� � •� .•T I ,i W,14 ' r R406y i r ° 'viol r Ap e jw IF ar r i- - w a c W-- 4b 8 i S r } ..w f , it Y'v- .� �(Y y f •t frr � yslot! e• - • , III { f' • .µ .. ` P �Y max. Ilk �. r _ _ At- Ar ' Apt �_sk a � ,fir► -.. _ r 4 . f �r • r . , Aw �j tt f 4.1 r - r X4 - AL i ' r a w � I All a€ r x q. w HU Applicant/ Date. Owners Naine: Reviewed: Date Architect/ Submitted: Engineer: SCTM #: District: 1000 Section: S Block: Lot: ��,,�cc� Subdivision Project � -1-- 0 �� Q Name: Location: Sink&separate Required _ V certification: es/ o - Req / Req. l• Lot size: Actual: / I (1 of coverage �U NropasrJ Zoning Districl:4f!—= I � Req Req, Req. (front Pard �Proposed:�� [Side Yard Proposed: ) (Rear Yard�� Proposed Project Description: e G NC' $ERMITS Permit . �nitTRFiI Ntt1R REVIEW N.A. O YES u ttb r Suffolk County Health Dept. New York State D. E. C. — Town Trustees ' �_Cown Zoning Board approval: l 1 Town Planning Board approval: _l Flood Plane Elevation Flood Zone: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B / Weathering: Severe Frost Depth: 36" I Termite:M-H Decay: S-M / Design Temp: 11 /1 Ice Shield Underlay:YES J Flood Hazards: USE/OCCUPANCY CLASSIFICATION: -� HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: / DESIGN CRITERIA: ENGINES RESCRIPTIV FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:YIN ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N -� LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC: Y/N WIND: Y/N / WINDOW AND DOOR SCHEDULE: l MI'-SLE TEST REQUIREMENTS: Y/N / EGRESS 5.7 S.F.: Y/N i L.!GHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N 1 TRUSS DESIGN: Y/N / CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /_/03 APPLICANT: DATE SUBMITTED: / /03 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED ft DTE:_/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC glim YES or NO DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE__/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or NO �' DTE:_/_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or NO DTE /_/ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1- (-SF)- ( SF)= SFX$ =$ +$ +$ =$ 2. (____--SF)- (_-__--SF)= SFX $ _$ +$ +$ _$ 3. (-SF)- (_SF)= SF X $-=$-+$-+$-=$ FINAL TOTAL: $ Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/20/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: North, Fork Management 80-1-13 po Box 696 Aquebogue, NY 11931 Clerk ID: JOYCEW Internal ID:87795