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HomeMy WebLinkAbout37344-Z �gUFFOt,�Co TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37344 Date: 7/5/2012 Permission is hereby granted to: RANIERO & LIDIA DAVERSA 26 REED DRIVE ROSLYN, NY 11576 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ONE CAR GARAGE, FRONT ENTRY, REAR PORCH & DECK AS APPLIED FOR.REPLACES EXPIRED B.P. # 35553 At premises located at: 1025 WEST COVE ROAD CUTCHOGUE SCTM # 473889 Sec/Block/Lot# 111.-3-15 Pursuant to application dated 5/14/2010 and approved by the Building Inspector. To expire on 1/5/2014. Fees: PERMIT RENEWAL $1,618.00 Total: $1,618.00 Building Inspector 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. 35553 Z Date MAY 14, 2010 b Permission is hereby granted to: R 7 L DAVERSA D-F I i 1025 WEST COVE RD CUTCHOGUE,'NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ONE CAR GARAGE, FRONT ENTRY, REAR PORCH & DECK AS APPLIED FOR at premises located at 1025 WEST COVE RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0003 Lot No. 015 pursuant to application dated MAY 14, 2010 and approved by the Building Inspector to expire on NOVEMBER 14, 2011 . Fee $ 1, 618 . 00 Authorized Signature COPY Rev. 5/8/02 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) I 4- FOUNDATION(2ND) . z . 0 C�• . . 4> LA y . • H ROUGH FRAMING& H PLUMING . a1 INSULATION PER N.Y. H STATE ENERGY CODE k � FINAL ADDITIONAL COMMENTS v C5O Alo- cotume.ct is + v ! 6- vw2w 1501 I�� z � d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOW 'TALL 1 Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 _ � Survey SoutholdTown.NorthFork.net PERMIT NO. 3 S S3 -3j Check 4W rvlfl_,Ijl� ]Septic Form -awn clerk_ —�N.Y.S.D.E.C.i T'c)n --Arustees 6C zv-7 t"Cler-Fe11__ Flood Permit . Examined / ,20 1,0 - -`�torm-Water Assessment Form Contact: ��L—Q Approved, L1, 11f,20 I'D Mail to: Disapproved a/c Phone: o`t� �17n Expiration 1< / 20 ff DE C E W E Building Inspector 15 l� 15 l� ICATION FOR BUILDING PERMIT JA N 2 6 2010 Date 3 A ou N" t , 2046 INSTRUCTIONS BLDG.DEPI TOWN OF S UTH01 a. ly 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 or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months•from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk 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. (Signature of applicant or name,if a corporation) �� �ems. ��•. to f1 n u Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder a f► e.ro Name of owner of premisesca.n zr`o �cL•r/�-SG� - ' -- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer hf d�f�e_ (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No: 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 11 �,ob Block 03, 00 Lot O 1Soe,y Subdivision n1�sc�« ��,'�,�- rj),JD ftop j+.p(, Filed Map Not ot ��� 2. State existing use and occupancy of premises and intended use and occupancy of propos* construcft-ff:� a. Existing use and occupancy VTLcQ,,-r b. Intended use and occupancy 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 11 I;:. 7. Dimensions of existing'structutes, if any: Front b aN d Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 31 i ll,-�. Depth Height Number�,f Stories 8. ; Dimensions of entire new construction: Front a Rear ai. ' ! Depth Height Number of Stories p , 176, LV 9. Size of lot: Front ©� Rear qo i Depth L 0L.— fir` 10. Date of Purchase Name of Former Owner / 1 G-1- 9 -o n u xe►1.Te_ 11. Zone or use district in which premises are situated 9--14o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO I er'cede- 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO__!\ 14. Names of Owner of premises an ier6�hy!lr�.Address-A eeed br, eos�H n�Plione No. 5-11���4 SS'f Name of Architect Address Phone No 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-7 * IF�YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation} at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NW-Y6fM) n SS: COUNTY OF P1+W 13Ca" RA N d E-e o NV 15 Q S A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the C A-&1 C-?-J q— (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 kn w ork will be performed in the manner set forth in the application filed therewith. tY'PY RUTH ANN SLUTH .'' �: MY COMMISSION#DD 587030 ; p EXPIRES:December 19,2010 Sworn to before me this %y od 4•° BontledThru Notary PublicUndenvriters 9 S day of TA-t-3 kk" 20 1 l7 Q Notary lic Signature of Applicant TOWN OF SOUTPHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HAL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved L)20 Mail to: Disapproved a/c Phone: Expiration 20 Buildin nspector I`; APPLI AlTiON FOR BUILDING PERMIT I..;; JAN 1 o� _----- Date I l lO 2006 ,t;";, ;�r'- P INSTRUCTIONS 3OLEHOLD a. This application MUST be complete y Ylled in by typewriter or in ink and submitted to the Building 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 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 dgscribed.The applicant agrees to comply with all applicable laws, ordinances,building code, sing code, re a ions, and to admit authorized inspectors on premises and in building for necessary inspecti ignature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises L � (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. I. Location of land on which proposed w rk will,be e: oaf+ I a _93---s 0C--- House Number Street Hamlet County Tax Map No. 1000 Section ( I �.� 00 Block 02-- 00 ``V,- � Subdivision RHO, 5 L���v�s .©>-L, LA,t..�lz,. �s,� t,a �"Uzl; :i:16dC� �� Filed Map No. �'4t3 ,,a,*Wl .1 t AM oC ( ame) A .V�2O +n}��I,bt,,,s. .`: �-2-:- 1 � N (a �s �.Ion s u � e� „i.:�---- -P a I��t lets SS�� ���� eS,'SC_ mac�e-ec�rn t — 2.. State existing use and occupancy of premises and intended use and occupancy of•proposed construction: a. Existing use and occupancy b. Intended use and occupancy k- vy�e vac c� V� 3. . Nature of work (check which applicable): New Building 'Addition Alteration Repair Removal . Demolition Other Work (Description) 4. Estimated Cost 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 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 Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth• 10. Date of Purchase, Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO . . Will excess fill be;removed.from premises? YES NO 14..Names of Owner of premises Address .'Phone No. ��,.. Name.of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland Ora 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. Ifelevation at any point'on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY OFaWb\ being duly sworn, deposes and says that(s)he is'the'applicant (Name of individual signing contract)-Aove named, (S)He is the cZ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th' day of Notary Public JSignature of Applicant. LYNDA M bOHN NOTARY PUBLIC,State'of Newyork NO.01 1306020932;,,Suffolk County Term Expires March 8,20, dog Town of Southold � Erosion, Sedimentation & Storm-Wafer Run-of ASSESSMENT FORM PROPERTY LOCATION: C,T,M1(.#: Lo1 THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A t— : STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN -District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ` r r Item Number: (NOTE: A Check Mark{.�)for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (this item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Z Does the Site Plan and/or Survey Show All Proposed Drainage Structures indicating Size&Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Waterl-lowl $ Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? ___IIILLL 4 Will this Application Require Land Disturbing'Activities Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? 5 Is there a{Natural Water Course Running through the Site? F-1 V VIs this Project within the Trustees jurisdiction or within One Hundred(100')feet-of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ t✓ One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? $ Will this Project Require the Placement of Material;Removal of Vegetation and/or the Construction of any Item Within the Town Right-of Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) / 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl —_ —T— EXEMPTION! Yes No Does this project meet the minimum standards for classification as.an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Wafer,Grading,Drainage&Erosion Control Plan is NOT Requiredl .� T --y—_----,W—Y`-----_W STATE OF NEWYORK, COUNTYOF...........................................SS rq That I,. Lla . .n.... L ..................................being duly sworn,deposes and says that he(she is the ppH t for Permit, (Name of individual signing Document) And that he/she is the .w..........?........ 5 �. � ..:..... ...�d Z W,,.G01/E�.j�:............... AVf � (Owner,Contractor,Agent.Corporate Officer,eta) Owner and/or representative of the Owner of Owner's,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 herewith. Sworn to efore the this; .............. ay f..... .. ,20..fO JOHN E.STUMPF Notary P lic: /... NOTARY PUSIX,Ststsd N"M Ycfk B3a 01igTB1611 4/d2........... Quavad irrNea w COtltlf (Signature of Applicant) , 18 20 '`1c9L FORM - 07 1.KEVIN INCLAUGHLIN Attorney At Law Winds Way Professional Center Telephone(631)765-6085 44210 Rt.48,P.O.Box 1210 Facsimile(631)765-1856 Southold,New York 11971 January 10, 2006 Souothold Town Building Department Southold Town Hall Annex Southold, NY 11971 Re: Emil & Irma Voigt Premises: 1025 & 1125 West Cove Road, Southold, NY Gentlemen: I have enclosed the Application for Merger Determination, along with the Single and Separate Searches, copies of the deeds and survey and my check for the fee herein. e my ur , e n Hand Delivered FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 13,2006 AMENDED: March 8, 2006 TO: J. Kevin McLaughlin A/C Voight PO Box 1210 Southold,NY 11971 Please take notice that your application, dated January 13, 2006 For permit for waiver of merger at Location of property: 1025 and 1125 West Cove Road, Cutchogue,NY County Tax Map No. 1000 - Section 111 Block 3 Lot 15 & 14 Is returned herewith and disapproved on the following grounds: The subject lot (SCTM# 111-3-15)has merged with adjacent lot to the east(SCTM# 111-3-14) pursuant to Article II Section 100-25,which states; "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50) feet or more in distance Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." This Notice of Disa roval was-amended on March 8 2006 to correct errors. Authorize Si ture CC: file, Z.B.A. "APPEALS BOARD MEMBERS `� �F SOUS / Mailing Address: Ruth D. Oliva, Chairwoman �� yQ Southold Town Hall �Q !O 53095 Main Road•P.O. Box 1179 Gerard P.Goehringert Southold,NY 11971-0959 James Dinizio,Jr. N Office Location: Michael A. Simon 0 ^��� Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman l'YCOWN 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS ----- TOWN OF SOUTHOLD Tel. (631)765-1809 •Fax (631)765-9064 i0l JUN 7 2006 FINDINGS, DELIBERATIONS AND DETERMIN TIOI �°D-S "T. MEETING OF APRIL 13, 2006 D '' --i ` a 'LLD ZBA Ref. No. 5844—IRMA VOIGT Street& Locality: 1025 and 1125 West Cove Road, Cutchogue CTM 111-3=l�4 & 15 (combined/merged) Zone District: R-40 Low-Density Residential FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property consists of approximately 59,400 square feet, referred to on the Suffolk County Tax Maps as ID Nos. 1000-111-3-15 and 14, and shown on the November 7, 1978 survey prepared by Roderick VanTuyl, P.C. with the following dimensions, commencing at the northerly lot line: 180' x 364.75' x 68.76' x 112.97' x 304.91 feet. The property is improved with a single-family, one- story frame house 9+/-feet from the easterly lot line and 52+/-feet from the southerly lot line along West Cove Road. The 1978 VanTuyl survey also shows the premises consists of Lots 1 and 2 on the Map of Alonzo Jersey, filed in the Suffolk County Clerk's Office as Map No. 763. BASIS OF APPLICATION: Article II, Section 100-26, based on the Building Department's January 13, 2006 Notice of Disapproval, amended March 8, 2006, stating that County Tax Map Parcel Numbers 15 and 14 are merged pursuant to Zoning Code Section 100-25, which states: "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty (50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." The property is located in the R-40 Low-Density Residential Zone District, with a code limitation of 40,000 square feet minimum lot size. RELIEF REQUESTED: The Applicant requests a Waiver to unmerge properties that do not meet the zoning code 40,000 square foot minimum lot size requirement for each. The premises is currently approximately 59,400 square feet, and the applicant proposes an undersized lot consisting of approximately 30,500 square feet with 91.73 feet along West Cove Road (CTM,15), and the remaining area of approximately 28,100 square feet with 90 feet along West Cove Road (CTM 14)with the applicant's dwelling. ZONING CODE, SECTION 100-26: Under § 100-26-A, if a lot has merged, the Zoning Board of Appeals may waive the merger and recognize original lot lines upon public hearing and upon finding that: (1) The waiver will not result in a significant increase in the density of the neighborhood. (2) The waiver would recognize a lot that is consistent with the size of lots in that neighborhood. Page 2—April 13, 2006 Appl. No. 5844—Irma Voigt CTM 111-3-14 and 15(merged/combined) (3) The waiver will avoid economic hardship. (4) The natural details and character of the and character of the contours and slopes of the lot will not be significantly changed or altered in any manner, and there will not be a substantial filling of land affecting nearby environmental or flood areas. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 30, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: REASONS FOR BOARD ACTION, DESCRIBED BELOW: Based on the testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1. Grant of a waiver to unmerge a land area of 28,200+/-square feet, from the existing 59,400+1 square foot lot size, is not consistent with lots in the neighborhood. A waiver would result in the creation of two nonconforming lots, the first with 28,200+/- square feet (CTM 14) and 30,500+/- square feet (CTM 15) - instead of a minimum of 40,000 square feet for this R-40 Low-Density Residential District. The westerly portion of the applicant's property(CTM 15)would also be nonconforming as to lot width with frontage of 91.73 feet along West Cove Road, and the easterly portion (CTM 14) would be nonconforming as to lot width with frontage of 90 feet,instead of the code required 150 feet for each. There are lots in this residential development which meet or exceed the zoning requirement of 40,000 square feet (CTM 111-3-16, CTM 111-3-9; CTM 111-2-6; CTM 111-2-8.1; CTM 111-2-3.1. Others that are less than 40,000 square feet are mainly improved with single-family dwellings. A single and separate search was prepared December 1, 2005 by Catharine J. King, for LandAmerica Commonwealth. The 2005 search shows John J. Johnstone conveying CTM 14 in 1978 to Irma and Emil Voigt Sr.,who died on 7/22/1998; and conveying CTM 15 Irma Voigt on 3/8/1978. For at least seven years,the property was not held in single and separate ownership,remaining in the same name(or common ownership)of Irma Voigt,since the passing of Emil Voigt Sr.in 1998. 2. Proof was not submitted to show that a waiver will avoid an economic hardship. It has been this Board's determination on numerous occasions in the past, that it is not sufficient for an applicant to satisfy the economic hardship requirement of the statute merely by submitting that the properties would be more valuable in an unmerged state rather than merged. This determination has been upheld by the Supreme Court and Appellate Division. In this instance, applicant has not offered any showing of hardship other than that found by this Board and the New York courts to be insufficient for a grant of waiver of merger. The property has been in common ownership with a merged area of 59,400+/- square feet since 1998 and continuously to the present date. The applicant has entered into two separate contracts of sale (with conditions) on January 11, 2006, to sell the westerly and easterly portions of the applicant's 59,400+/- square foot parcel (CTM 14 and 15), after the property had merged. Proof was not submitted to show that a waiver will avoid an economic hardship. The applicant indicated that the property would become more valuable if the lot waiver were granted, but the record does not show that there is an economic hardship for the property to remain as one lot of 59,400+/- square feet. Information was Page 3—April 13, 2006 . Appl. No. 5844—Irma Voigt ` CTM 111-3-14 and 15 (merged/combined) submitted indicating that Mrs. Voigt wishes to sell the property (CTM 14 and 15) which will be more valuable in an unmerged state rather than merged. The town's assessment records show that CTM 14 was sold for$79,000 in 1979; and CTM 15 was sold for$10,000. The applicant submitted information indicating'that the taxes, paid for the 2004-2005 tax year,were$6,476.46 on the entire premises with a 6500 combined assessment value. There is no proof demonstrated in the record to show that the westerly portion of the applicant's property was maintained separately for purposes of building a new single-family dwelling: No application to an agency for building or other authorization was filed by the owner(s)for over 10 years was offered. There also was no proof demonstrated to show the value of the property as exists with the merger to support applicant's claim of economic hardship. The applicant states that the estimated value of the property as exists is valued at$622,000, but that the property would become more valuable if sold under the contract of sale and if a waiver to unmerge were granted. Applicant is not obliged to sell when someone has a desire to unmerge the properties for the purpose of acquiring the vacant portion of the premises or to provide a benefit for increased income. 3. No evidence was submitted by applicant with regard to environmental impacts and potential effects under Section 100-26A(4). Neighboring adjacent lots are already developed and improved with dwellings. The Board is not willing to create additional future lots, increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. Also, the lot nonconformities requested by applicant would create lots of sizes only meeting 25%, or less, of the code requirement of 40,000 square feet each, since one- acre zoning requirements in effect since the applicant's last purchase (in 1978 for CTM 14). Although there are several nonconforming lots in the area, there are also lots which meet or exceed the minimum 40,000 square foot requirement. The development consists mainly of lots already developed with single-family dwellings in this neighboring area. To create (unmerge) additional lots that do not conform to the zoning requirements and that have been merged for a continuous period of time will result in increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. The Board is not willing to create additional nonconforming lots for future, increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. RESOLUTION/ACTION: On motion by Chairwoman Oliva, seconded by Member Weisman, it was RESOLVED, to DENY the requested Lot Waiver to unmerge CTM 111-3-14 from CTM 111-3-15. VOTE OF THE BOARD: AYES: Members Oliva (Chairwoman), Simon and Weisman. (Members Goehringer and Dinizio abstained.) This Resolution was duly adop d -0-2). Ruth D. Oliva, Chairwoman / /06 Approved for Filing O��OF SOUjyol � o Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631)765-1802 Southold,New York 11971-0959 oly1Aft um BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: The Southold Town Zoning Board of Appeals FROM: Damon Rallis, Permit Examiner, Building Department DATE: May 5, 2008 Juul-Nielsen Disapproval SCTM# 100—Section 111 -Block 3 -Lot 14 Upon further investigation, we have determined that the above referenced lot is NOT merged with the adjoining parcel (1000-111-3-14). Although the parcel was merged at one time and a"waiver of merger"was denied by the Zoning Board of Appeals,the new exemption to the merger law, with respect to death, applies to this property. We have discussed this issue with the town attorney's office and we have provided supporting documentation that confirms this decision. Thank you. r` r J Damon Rallis, Southold Town uilding Department ' " 1.jEVIN NIGLAUGNLIN V} Attorney At Law Winds Way Professional Center Telephone(631)765-6085 44210 Rt.48,P.O.Box 1210 Facsimile(631)765-1856 Southold,New York 11971 May 5, 2008 Southold Town Building Department Attn. Damon Re: SCTM #1000-111-3-14 & 15 Dear Damon: I have been contacted by Carl E. Juul-Nielsen and Patricia Cadavid regarding their purchase of-1125 West Cove Road, Nassau Point, NY from my client, Irma Voigt. Apparently they have filed a request for a variance with the ZBA, who have advised them that the above- referenced lots have merged. I have enclosed copies of Single and Separate Searches on both lots. Prior to 1983, the house lot (Lot 14) was owned by both Emil and Irma Voigt and the vacant lot (Lot 15)was owned solely by Emil Voigt, who died on July 22, 1998. Under the then current law, the two lots were then deemed to have merged. However, under the recent amendment to the merger provisions-of the Town Code, Section 280-10C(6) was added, which exempted merger by death. As a result, the two lots were no longer deemed merged by operation of law and Irma Voigt was entitled to transfer ownership of the house lot (Lot 14) to Carl E. Juul-Nielsen and Patricia Cadavid, which she did by deed dated November 3, 2007(a copy of which is enclosed herewith). Ve y y , K v McLaughlin Encs. Commonwealth Land Title Insurance Company 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 r CONFIRMATION Title No: RH05304792 Sales Rep: Robert Gaffga Applicant: J. Kevin McLaughlin, Esq. Order Type: Informational Date of Application: December 20, 2005 Attorney for Buyer/Borrower J. Kevin McLaughlin, Esq. Winds Way Professional Center 44210 Route 48 P.O. Box 1210 Southold, NY 11971 Phone: 631-765-6085 Fax: 631-765-1856 Record Owner (per applicant) : Irma Voigt Premises: 1025 West Cove Road, Nassau Point, NY 11935 District: 1000, Section: 111.00, Block: 03.00, Lot(s): 015.000 County of: Suffolk T/O Southold TRANSACTION: Single &Separate Survey Instructions and/or Additional Searches Ordered: WE ARE PLEASED TO CONFIRM YOUR APPLICATION FOR TITLE EXAMINATION AND INSURANCE. THE EXAMINATION IS NOW IN PROGRESS. PLEASE CALL US WITH ANY SPECIAL INSTRUCTIONS OR IF ANY CORRECTIONS SHOULD BE MADE IN THE INFORMATION DETAILED HEREIN. THANK YOU. IF THIS IS A REFINANCE WITHIN TEN (10) YEARS, YOU MAY BE ENTITLED TO A REDUCED PREMIUM. CONTACT THIS COMPANY IMMEDIATELY FOR DETAILS Confirmation Page 1 of 1 Invoice Date: 12/20/2005 L a d`!A T� c.a File Number: 05304792 CommonwealthPhone: (631) 727-7760 Fax: (631) 727-7818 Customer#: 879 To: From: J. Kevin McLaughlin, Esq. Commonwealth Land Title Insurance Company Winds Way Professional Center 185 Old Country Road, Suite 2 44210 Route 48 Riverhead, NY 11901 P.O. Box 1210 (631) 727-7760 Southold, NY 11971 Regarding: 1025 West Cove Road Nassau Point, NY 11935 Record Owner: Irma Voigt Description Liability Amount Total Amount Single & Separate $402.00 $402.00 Total $402.00 Thank you! Commonwealth Land Title Insurance Company Title No: RH05304792 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 NLai America Commonwealth SINGLE AND SEPARATE SEARCH TITLE NO: RHOS304792 Effective Date: December 1, 2005 COMMONWEALTH LAND TITLE INSURANCE COMPANY DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD AND J. Kevin McLaughlin, Esq. Winds Way Professional Center 44210 Route 48 P.O. Box 1210 Southold, NY 11971 THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 12/02/1982 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they 'bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein. This Company's liability is limited to Twenty-five Thousand ($25,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 1025 West Cove Road, Nassau Point, NY 11935 District: 1000, Section: 111.00, Block: 03.00, Lot(s): 015.000 County of: Suffolk T/O Southold Commonwealth Land Title Insu ance Company BY: Q&,002 Robert Gaffga Vice President Title Number: RHOS304792 Dated: December 1, 2005 Page 1 of 6 Title No: RHOS304792 CHAIN OF TITLE FOR SUBJECT PREMISES Chain Of Title For Adjacent Premises District: 1000 Section: 111.00 Block: 03.00 Lot: 015.000 Grantor: John Johnstone and Evelyn Johnstone, his wife Grantee: Irma Voigt Dated: 3/8/1978 Recorded: 03/13/1979 Liber: 8595 Page 73 LAST DEED OF RECORD Commonwealth Land Title Ins ante Company Subscribed and Sworn to this 27th day of December, BY: 2005. Robert Gaffga Vice President Notary Publigkiarfz'Lbiic,Sinrf) Single and Separate Search t@o.0in.<uj��<C, e`et�afifie;l in..�urc�u C°^:,r" f'eufflri?f5Si4`8�X;%if�J,)pc7,a I, .�-�`-i Title No: RHOS304792 Chain Of Title For Adjacent Premises North District: 1000 Section: 111.00 Block: 03.00 Lot: 006.000 Grantor: John R. Dempsey, Inc. Grantee: David F. Pascoe and Bonnie L. Pascoe, his wife Dated: 12/2/1982 Recorded: 12/07/82 Liber: 9281 Page 279 LAST DEED OF RECORD Commonwealth Land Title Ins nce Company Subscribed and Sworn to this 27th day of December, BY: 2005. Robert Gaffga Vice President Notary PublC �ryIic,S �4ailtitv;gr; NO.M-Ki484<6(1 Single and Separate Search Clawed l4e Jn! v G0MM1S$W\1 Expirev,Dec.a i, Title No: RHOS304792 Chain Of Title For Adjacent Premises South WEST COVE ROAD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 27th day of December, BY: 2005. Robert Gaffga Vice President Notary Public eA7'Hf:TasrKJ' Single and Separate Search pj;blic awrifed in Sudi��.0k Cv,Es tY 1 C i .sue '1,� , Title No: RHOS304792 Chain Of Title For Adjacent Premises East District: 1000 Section: 111.00 Block: 03.00 Lot: 014.000 Grantor: John J. Johnstone Grantee: Emil Voigt and Irma Voigt, his wife / Dated: 3/8/1978 Recorded: 03/13/1979 Liber: 8595 Page 67 Emil Voigt, Sr., died 07/22/1998 (585 S 1998) LAST DEED OF RECORD Commonwealth Land Title Ins rance Company Subscribed and Sworn to this 27th day of December, BY: 2005. Robert Gaffga Vice President Notary Publjc �;�6 ' Ir� �•'°i•' L,�6 �6WIIC '�re'af'f,;'i i1t;iY 1(:iQ Single and Separate Search No.W4Q4,6i4600 Qwrlfied in SQOc,ik 0,ur.tj Qmmmoa avism 6-M 3�,_ ' J0 0 Ci Title No: RHOS304792 Chain Of Title For Adjacent Premises West District: 1000 Section: 111.00 Block: 03.00 Lot: 015.000 Grantor: Mae Enselberg, as Executrix of the Last Will and Testament of Herman L. Enselberg, late of Queens County Grantee: Karl Enselberg Dated: 12/19/1967 Recorded: 02/06/1968 Liber: 6300 Page 423 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 27th day of December, BY: 2005. Robert Gaffga Vice President Notary Single and Separate Search . g(���O.�F)J(.K[i 45ti1 :J C `. 8E.xorr"Dec. �00 r Standard N.Y.B.T.1).Form 8002.5:78 -yolf_Bargain and Safe Deed, with Covenant against Grantor's Acts—Individual or Corporation.(single sheet) U CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. Ll ER Q595- PA6E ' 7 THIS INDENTURE,made the day of J, nineteen hundred and seventy-eight, BETWEEN JOHN J. JOHNSTONE, residing at 88 West CovezRoad, Nassau Point, Cutchogue, New York ,119.3 5, e SECTd1 1 party of the first part, and EMIL VOIGT and IRMA. VOIGT, his wife, both residing at 108 Roosevelt Avenue, Valley Stream, New York 11580, party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs tpi' or successors and assigns of the party of the second part forever, 1-1 r, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being bw&K'at Nassau Point, Town of Southold, County of Suffolk and State of New York, known and designated as and by .the: Lot No. .2 .on.4 certain map L__j entitled, "Revised Subdivision Property of-Alonzo Jersey, being.Plot 292, , Nassau Point Club Properties, Inc., at Peconic, New York", made and com- pleted April 21, 1930by.Otto W. Van Tuyl, Professional Engineer and Land Surveyor, filed in the Office of the County Clerk, Suffolk County, New York, April 28, 1930 filed'Number 763, and which map superseded Subdivision made - May 9, 1923 and filed in said County Clerk's Office in File No. 640.- The grantor herein is the same person asthe grantee in Deed dated 6/5153, -recorded 7/7/53 in Liber 3542 cp 126. TOGETHER with all rights and privileges, if any, of the party of the first part to use the 10 foot roadway extending westerly from the Northwest Loop to the bay, as shown on said Map, as a right of vjay, to the beach. 417 E,.;.AR 13 19,79 TRANSFER TAX TAX MAP ^� _COUNTY U'NTY DESIGNATION Dist. 1000 TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances Sec. 111 and all the estate and rights of the party of the first part in and to said premises; TO HAVE.AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of BIk. 3 the party of the second part forever. Lot(s)'14 AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consid- eration as a trust fund to be applied-first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for ! any other purpose. The word "party' shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has dulyAxecuted this deed the day and year first above written. IN PRESENCE OF: affA! t • Jo n J. J h tone f uaEPR$595 PAGE -6 ATE OF NEW YORK, COUNTY OF SUFFOLK ss: STATE OF NEW YORK, COUNTY OF On the % day of��( 6, 197 8 , before me On the day of 19 , before me n personally came , t personally came John J. Johnstone to me known to be the ' ivid described iri and who to me known-to be the individual described in and who executed the foregoin instrum n and acknowledged that executed the foregoing instrument, and acknowledged that he executed the executed the same. ��...N 6t 7 C PLANNER OLSEN otary Public, State of New York No. 52-2959600 Qualified in Suffolk County Term Expires March 30,197Q STATE OF NEW YORK,COUNTY OF ss: STATE OF NEW YORK, COUNTY OF ss: On the day of: 19 , before me On the day of 19 , before me -personally came. personally came to me known, who, being by me duly sworn,.did depose and. the subscribing witness to the foregoing instrument, with say that he resides-at No. whom I am personally acquainted, who, being by _me duly sworn, did depose and say that he resides at No. . that he is the of that he knows the corporation described in and which executed the foregoing instrument; that he to be the individual knows the seal of said corporation; that the seal affixed described in and who executed the foregoing instrument; to said instrument is such corporate seal; that it was so that he, said subscribing_witness, was present and saw . affixed by order of the board of directors of said corpora- execute the same, and that he, said witness, tion, and that he signed h name thereto by like order. at the same time subscribed h name as witness thereto. i joargain anb dale Mttb SECTION t WITH COVENANT AGAINST GRAN' OR'S ACTS.. TITLE NO. ! , ', ' - .BLOCK - - LOT- COUNTY OR TOWN JOJEIZVSTONE+ - TAX BILLING.ADDRESS TO- Vol Recorded'At Request of The Tithe Guar-ahtee Company 3 a J RETURN BY &AIL TOt- - George.Lasc>z, Esq.' V STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS DW buted by TITLE GUARANTEE- NEW YORK � �� ATICOR COMPANY Zip No.// AU 116 V Q _ - O Z O O �., C — ' - - ^'r us 3 LI us 119 Standard N.Y.O.T.U.Form 8002•S-78 -70AI_Bargain and Sale Deed. with Covenant against Grantor's Acts—Individual or Corporation.(single sheet) 16 CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY-LAWYERS ONLY. L ER S595 ?AGE 13 THIS INDUCIURE,made the day ofAauk , nineteen hundred and seventy-eight, BETWEEN JOHN JOHNSTONE and EVELYN JOHNSTONE, his wife, both residing at 88 West Cove Road, Nassau Point, Cutchogue, New York 11935, Irk party of the first part, and IRMA VOIGT, residing at 108 Roosevelt Avenue, Valley Stream, New York 11580, party of the second part, WTTNESSETH,that the party of the first part,in consideration of Ten Dollars and other valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ,. .. ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, jthe. lying and being} g'a.t Nassau Point, Town of Southold, County of Suffolk and State of New York, known and designated' as and:b y .Lot .No. I. on a certain map � ti entitled, "Revised Subdivision Property of Alonzo Jersey, being Plot 282, . � l�ItliSl(1 Nassau Point Club Properties, Inc. , at Peconic, New York", made and com- pleted April 21, 1930 by Otto W. Van Tuyl, Professional Engineer and Land Surveyor, filed. in the office of the County Clerk, Suffolk County, New York April 28, 1930 file Number 763, and which map superseded Subdivision made --May'9, 1923 and filed in said County Clerk's Office in File No. 640. The grantors herein are the same persons as the grantee in Deed dated 7/20170 recorded 7/21/70 in Liber 6777 cp 168. TOGETHER with all rights and privileges, if any. of the party of the first 0 part to use the 10 foot roadway extending westerly from the Northwest Loop totthe bay, as shown on said Map, as a right of way to the beach. TRAM !Pt T:NX TAX MAP COU0, ` v DESIGNATION Dlst.1000 TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances Sec. 111 and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of BIL. 3 - the party of the second part forever. Lot(s)15 AND .the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said Premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consid- eration as a trust fund to be applied.first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other Purpose. The word "party''.shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the written. first part has duly�executed this deed the day and year first above IN PRESENCE OF: - 6-v�Z N LIRE°8595 PAGE 74 w ,STATE OF N;7 YORK, COY T OF SUFFOLK .. ss: STATE OF NEW YORK, COUNTY OF On the day of� 1978 before me Ori the day of 19 , before me' personally came - ; personally came John Johnstone and Evelyn to me known to be the in al .S descJ•rlQbe s n and who to me known to be the individual described in and who executed the foregoing ' strum "t, and .acknowledged that executed the foregoing instrument, and acknowledged that they executed the executed the same. Notary blic GARY FLANNER OLSEN Notary Public, State of New York. No. 52-2959600 Qualified in Suffolk County Term Expires March 30,197f STATE OF NEW YORK, COUNTY OF ss: STATE OF NEW YORK, COUNTY OF SS: On the day of. 19 , before me On the day of 19 , before me personally came personally came, to me known, who, being by me duly sworn,.did depose and the subscribing witness to the .foregoing instrument, with say that he resides at No. whom I am personally acquainted, who, being by me duly sworn, did depose and say that he resides at No. . that he is the of that he knows the corporation described in and which executed the foregoing instrument; that he to be the individual knows the seal of said corporation; that the seal affixed described in and' who executed the foregoing instrument; to said instrument is such corporate seal; that it was so that he, said subscribing_witness,' was present and saw' affixed by order of the board of directors of said corpora- execute the same; and that he, said witness, tion, and that he signed It name thereto by like order, at the same time subscribed h name as witness thereto. joargain ant 9041e Mteb ' WITH COVENANT GA ST G ANTOR' ACTS SECTION TITLE NO. / 3 1 57 V BLOCK , v ' LOT _ • COUNTY OR TOWN JOHNSTONE y "' TAR BILLING'ADDRESS - T0 V 01 J - Reroediid-At Request of The Title'G'uarantee Company RETURN BY MAIL TO:- George Lasch, Esq. STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERSTITLE D6tribumd by - J� NEW YORK ANTEE-. r R ' ATICOR COMPANY Zip No. V , W6W O Z C 0 �~ ?' _;Z_ i C o W &y - V N •br .. ., .. _. > ce t, ` John E. StumpeR.A. PC. Architects*Engineers • Interior Designers 671 Franklin Avenue Garden City,N.Y. 11530 PHONE: (516)877-0400 FAX: (516)746-8622 http://www.blvdplan.com Town of Southold 54375 Route 25 P. O. Box 1179 Southold, NY Att: Building Dept Re: Daversa (New Res)- 1025 W. Cove Rd Enclosed please find requested info for release of above reference sent. Please feel free to contract my office with additional info. D C E MAR 15 2010 BLDG.DEPT. TOWN OF SOUTHOLD pF SO(/jy�lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971.0959 yC®UNTT'1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 171h, 2012 Raniero & Lidia Daversa 26 Reed Drive Roslyn, N.Y. 11576 RE: 1025 W. Cove Road SCTM # 1000-111.-3-15 Dear Mr. & Mrs. Daversa Thank you for your payment; enclosed please find your receipt for renewed Building Permit # 37344 replacing expired Building Permit # 35553. Please be advised that your Health Department Permit # R10-07-0120, expired on 12/07/2010. You will need to update both the Health Department Permit and Updated Building Plans before the Renewed Building Permit is released. Any questions please call (631) 765-1082. Respectfully, SOUTHOLD TOWN BUILDING DEPARTMENT 97z=- Southold Town Building Department �oSuFFQ��coG, P.O.Box 1179 Permit#: 37344 53095 Main Rd o • Southold,New York 11971 Permit Date: 7/5/2012 (631)765-1802 Expiration Date: 1/5/2014 Parcel ID: 111.-3-15 BUILDING PERMIT RENEWAL LETTER Dated: 2/10/2015 Applicant: RANIERO&LIDIA DAVERSA Location: 1025 WEST COVE ROAD CUTCHOGUE Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ONE CAR GARAGE, FRONT ENTRY,REAR PORCH&DECK AS APPLIED FOR.REPLACES EXPIRED B.P. # 35553 A FEE OF $1618.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: RANIERO.&LIDIA DAVERSA Address: 26 REED DRIVE ROSLYN,NY 11576 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. MAF QFRuc 04 �� Ito'• y. I .i �;' AI��t2© .:� 't'5, � f i rt h� Llrt.-t-.tfrdks 4� ! N _ VFy'r�f Nov. ' ,��.� Loop) Li je / Sv�{k Co.Tam 11�lnr� tr?e si` ncr�-icrn.: t;,.E 14de' ?5,�i�.Iq.415. .� -7 LOT NUMBERS REFER TO REVISED SUBDI VISION PROPERTY Sv R VE j OF PROPERTY l l N OF ALONZO JERSEY BEING PLOT 282 NASSAU POINT CLUB AT NASSA U POINT PROPERTIES, INC. FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON APRIL 28, 19JO AS FILE NO. 763. TOWN: OF SO UTHOLD SUFFOLK�� CO UYT Y 11� Y. 1000 111-03-15 SCALE 1'=40' SEPTEMBER 26, 2007 TEST-HOLE DATA NOV,, 17, 2008 McDONALD GEOSCIENCE 9119107 PALE BROWN SILTY SAND SM `0, PALE BROWN FINE TO MEDIUM SAND sP N1 c �- a 2p1b LVAo?s F 11VOLIC COUNTY D-rPAnTM 40"ENT � G"'E F-117 FOR APPROIJAL OF C�3N$ OR A 14 c \ C f SINGLE v � L'PRO ,TE n VEOD 'FIRES `P9e REF, Y-FARS rR'0i/t 40p l I . .:z ®1�d DPP ®VA 1p,,-2 n ^j bra°Da;M 01 H a."'i semi'" b ,� v0 '0. r,CFO q,Qg NSF �� ly � l 4 BF RE s9 i l r'. Gq,Q I CERTIFIED TO: RANIERO DA VERSA - L IDIA DA VERSA ' e ! 1 'ho COMMONWEALTH LAND TITLE � ,� � � w Pv;'. INSURANCE , COMPANY O �� v N Q� col of 4 � r LQ. �'64r oo�I . / � f li f ' ~ QOY TEST �Sf EL- 49.9 �� 68.7ro, ~>13 . fGl593. 79-58 20 , 2?90 p;�� 4Or2 JQ EDGE OF PAVEMENT fL 47.1' COVE ® WEST T�'" Elevations referenced to an assumed datum. (VACANT) I am familiar with the STANDARDS FOR APPROVAL � AND CONSTRUCTION OF SUBSURFACE SEWAGE �`.SOF Nel✓. DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES �y ,� and will abide by the conditions set forth therein and on the r, permit to construct. E 5'^.•.<t="';�;�'f cud �b . The location of wells and cesspools shown hereon are ~F" from field observations and or ,from data obtained from others. Y.S LIC. NO. 49618 ANY ALTERA.710N OR ADDITION TO THIS SURVEY IS A WOLA77ON P.C. OF SECT70N 7209 OF THE NEW YORK STATE EDUCATION LAW. ■=MONUMENT �� °��� ��� FAX (631) 765-1797 EXCEPT AS PER SEC7701V 7209—SUBDIVISION 2. ALL CER71FICA77ONS •=PIPE P. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF /�®�/� + TR SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AR A_29'®7S �70. �. 1230 ER STREET07_194 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 LOT NUMBERS REFER TO REVISED SUBDIVISION PROPERTY SURVEY OF POPRTY N OF ALONZO JERSEY BEING PLOT 282 NASSAU POINT CLUB AT AS'�'.A U POINT PROPERTIES, INC. FILED IN THE SUFFOLK COUNTY CLERKS LD OFFICE ON APRIL 28, 1930 AS FILE NO. 763. �� �� � 1000-111-03-15 SEP TEAdBER 26, 2007 IUL Y 17, 2008 lcertificallonsl TEST HOLE DATA McDONALD GEOSCIENCE 9119107 a PALE BROWN 57LTY SAND SY i 4OT PALE BROW FlN£ TO UEDIUM SAND SP 9�r, Nc � _o.TF sA /0" ,owe �Q/N 70 Z/C, G J o v 3�v h/r a CO SN. 40 , o v C �• SOT i Fir � G 6 K•I t CERTIFIED TO � RANIERO DA VERSA °j= COMMONWEAL I H L.ArrL) II 1 Lt INSURANCE COtrlPArb'Y v r / , I j f Q) � •hry (b sF Ile C3 s f EL. ;J8,2�"W 68'7g N�7 38 DG` 407•. 79 EDGE OF PAYEVENT � 47 1. COVE A (PUSVC WA (VACANT) Elevations referenced to an assumed datum. I am familiar with the STANDARDS FOR APPROVAL OF NEW, AND CONSTRUCTION OF SUBSURFACE SEWAGE 5���.t� MET�c�i� DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the y permit to construct. yl The location of wells and cesspools shown hereon ore S LIC. NO. 49618 from field observations and or from- data obtained from others. EC C. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLTIDN m—MONUMENT (B,31) (631) 765-1797 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAY'/. �y —PIPE P.O. BO EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CE,4;7FICATIONS 1230 TRAVELER STREET HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA=29 078 SO. Fr. 07-194 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEY0.4 Hi + SOUTHOLD, N. Y. 11971 4 WHOSE SIGNATURE APPEARS HEREON. , I , s t i L BOARD Wood Frame Construction Manual GENERAL NOTES ROOF NAILING SGf�EDULE �- 1--=- -i- ' _.yam,_-- !- ._� _� N.rs. Ici95 SBC High Wind Editian Tf'<BLE 3. AFTER TIE PR P D I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE -- - ---- - - --- BLOCKING 2 BAYS _ Joint Description I-Number c Nails _ Nail Spacing PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH STEEL == = - - - -- THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME, -- - --- -_ - _ BACK @ 4`-0" O.C. ROOF FRAMING NEW RESIDENCE 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE I, ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE - - _ _ - Rafter to To Plate ( Toe-nailed) 3 - BD per rafter "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF _ g p Ceiling Joist to To Plate (Toe-nailed) 3 - 81) per joist AT THE TOWN OR VILLAGE PRIOR TO STARTING WORK. (IF REQUIRED) STRUCTURAL STEEL FOR BUILDINGS STEEL SHALL CONFORM TO ASTM - - - __ ATTIC - TRAP TIE Ceiling Joist to Parrallel Rafter (Face-nailed) 4 - !6D each lap 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, A-56 AND A-501 - -- _ CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK CONCRETE AND MASONRY _ --= - LINK# I - ATTACHMENT F SHEATHING t Ceiling Joist Laps over Partitions (Face.-nailed)- -- 4 - Ic each lap Daversa PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. -- - - =- TO ROOF AMINE I. ALL FOOTINGS SHALL BEAR ON VIRC-IN OR UNDISTURBED SOIL OF 2,000 BLOCKING 2 BAYS Collar Tie to Rafter (Face-nailed) __- I 4 - 16D I per tie 4. ALL WORK SHALL CONFORM TO THE NEW PORK STATE UNIFORM FIRE PSF BEARING CAPACITY. THE CONTRACTOR SHALL VERIFY THE LEVEL OF LINK# 2 - ISNNEGTION OF RAFTER --- �--- - --- • PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE ACCEPTABLE BEARING STRATA IN THE FIELD, BACK @ 4`-O" O.C. Blocking to Rafter (Toe-nailed) _ _ -__ 2 - 8D each end Residence TOWN of cuTCHIOGUE. � T E TOP OF WALL _ 1 2. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND Rim Board to Rafter (End-nailed) 2 - 16D each end 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH RECOMMENDATIONS OF ACT-301-84. "SPECIFICATIONS FOR STRUCTURAL LINK# 3 - CONNECTIO OF TOP WALL FRAMING -- DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR CONCRETE IN BUILDINGS" (fc=3,500 PSI), REINFORCING STEEL, IF ANY, ; SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO SHALL CONFORM TO ASTM A-615 GRADE 60. TOP PLATE SLATE 0 STUD ' I TOP OF PLATE Top Plate to Top Plate (Face-nailed) 2 - !6D per foot j FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL - - SECOND FLOOR ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM, 3. ALL MASONRY UNITS SHALL BE CLEANED OF ANY DIRT OR DUST PRIOR -�EVATION VARIES �-LINK# 4 - C0� EGTION OF TRAP TIE Top Plates at Intersections (Face-nailed) - 4 - 16D joints - each side 1025 W Cove Rd. PLUM I G TO INSTALLATION TO ENSURE A SECURE AND PROPER BOND. SHEATHING TO HEA R Stud to Stud (Face-nailed) 2 - 16D 24" o.c. 6. DO NOT SCgLE DRAWINGS, WRITTEN DIMEN51ONS SUPERCEDE SCALED ------ ALL PLUMB! .G ,1JASTE DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE LINK# 5 - CONNECTION HEADER Header to Header (Face-nailed) I 16D 16" o.c. along edges Cutchogue, NY &WATER LI !E NEED INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. MECHANICAL _- _ ---- TO ADJACENT EX I OR WALL BLOCKING 2 BAYS - --I-------- --i -- TESTING BEFO. E ,0V.E-,'NG - Too or Bottom Plate to Stud (End-nailed) 2 - I&D -I per 2x4 stud ! 7. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND I. RADIATORS AND BASEBOARD CONVECTORS SHALL BE LOCATED BELOW BACK @ 4-0 O.G. - -- -- SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT WINDOWS WHERE POSSIBLE OR ADJACENT TO DOORS AND WINDOWS. SIZE _-- _ -- I FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT, THEY ARE NOT TO BE OF CONVECTORS TO BE CALCULATED BY THE PLUMBING AND/OR HVAC 3 - 16D I per 2x6 stud t USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT ! 4 - 10per 2x8 stud I- °- BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE CONTRACTOR. ARCHITECT. 2. FIRST AND SECOND FLOORS SHALL BE ZONED SEPARATELY. Bottom Plate to Floor joist, OF FOUNDATIOM LOCATION FIR5T FLOOR _ Bandjoist, Endjoist or Blocking (=ace-nailed} 2 _ 16D 1,2 per foot HAS BEEN APPROVED. 8. OMISSIONS OR ERRORS CONTAINED IN THE DRAWING AND SPECIFICATIONS 3. HVAC DUCTS TO BE HIDDEN WITHIN WALLS AND CLOSETS WHEREVER -- - --- -- -- TUD TO FLOOR ---.-I--------- ----- -I d DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH ALL POSSIBLE. FINAL LOCATIONS SHALL BE APPROVED BY THE ARCHITECT LINK# 6 - CONNECTION OF WALL CONNECTION FLOOR F;:?_MIM5 APPLICABLE STATE AND LOCAL CODES. E Df�OSED DNT TO FLO FRAMING1 4. X S IN CRAWL SPACES OR ATTIC AREAS SHALL BE Joist to &.11, Top Plate or Grder (Toe-railed) I 4 - 8D per last 9. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND THE INSULATED. LINK# 3 - CONNECTION OF TOP BLOCKING 2 BAYS SITE SHALL BE CLEANED UP AT THE END OF EACH WORK DAY, CLEAR OF FINISH SECOND FLOOR_ - - --PLATE-T - g + _ - _j _ REVISIONS�PPROVED A EFE: N.Y.S. ENERGY CODE STATEMENT NATION +8-10+8-10 BACK @ 4-0 O.G. Bridging to Joist (Toe-naileU) 2 - 8D each end ANY HAZARDOUS CONDITIONS. -- - - i - 8D each en 10. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED INSPECTIONS Blocking to Joist (Toe-nailed) - i 1 DATE �/ J �� B.P. # S 53_i I. THE ARCHITECT HAS EXAMINED THESE PLANS AND SPECIFICATIONS AND, LINK# 4 - CONNECTION - �- ARE CALLED FOR IN A TIMELY MANNER. TO THE BEST OF HIS KNOWLEDGE, THEY COMPLY WITH THE SHEATHING 0 HEADER Gable End Wall Bracing Blocking to Sill or Top Plate (Toe-nailed) 3 - 16D each block FEE: BY 11. THE CONTRACTOR SHALL ENSURE THAT ALL TRADES COOPERATE REQUIREMENTS WITH THE NEW YORK STATE ENERGY CONSERVATION i !_edger Strip to Beam (Face-nailed) _ 3 - 161) each joist NOTIFY BUILDING DEPAQ tMENr AT " TOGETHER TO SATISFY THE PROPER COMPLETION OF WORK OF EACH OF CODE. CS1 N.T.S. 765-1802 8 AM TO 4 P )I I.O{ THE THE TRADES. HE SHALL ADVISE THEM OF CONDITIONS NECESSARY FOR CARPENTRY LINK# 5 - CONNECTION HEADER Join on Ledger to Beam Toe-named) 3 - 8D per joist FOLLOWING INSPECTION'S PROPER INSTALLATION OF EACH TRADE. - - TO ADJACENT EXTERIOR WALL WOOD FRAMING I. ALL LUMBER SHALL BE NUMBER 2 DOUGLAS FIR OR 1,200 PSI HEM-FIR. Band Joist to Joist (End-nailed) 3 - 16D per joist 1. FOUNDATION•TWO REQUIRED-- - Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16D per foot FOR POURED CONCRETE - 40#/SF LIVE LOAD I. DESIGN LOADS: FIRST FLOOR3. ALL EXTERIOR AND BEARING WALLS SHALL HAVE "CATS" AT MIDPOINT.2. ALL JOISTS SHALL HAVE SCLID BRIDGING AT 6-0" O.C. - ----- 2. ROUGH•FRAMING,PLUMBING, ROOF SHEAT HI NG STRAPPING, ELECTRICAL&CAULKING ROOF - 454/SF - LIVE LOAD SECOND FLOOR - 30#/5F LIVE LOAD Structural ALL DOOR OPENINGS, ARCHES, AND WINDOWS SHALL HAVE "CATS" ON SIMPSON STRONG-TIE I�_'011 8D 6 edge/e Panels 6 field 3. INSULATION P CEILING - 30#/SF - LIVE LOAD EACH SIDE, C516 CONNECTOR MIN, _ 4. ALL PLATES AND SLEEPERS SHALL BE PRESSURE TREATED LUMBER, LINK# 6 - CONNECTION 0 WALL _ 4. FINAL-CONSTRUCTION&ELECTRICAL Diagonal Board SheatP�ing MUST BE COMPLETE FOR C.0 2. DESIGN TIMBER STRESS - DOUGLAS FIR SOUTH, NO. 2 GRADE FB = 5. UNLESS OTHERWISE NOTED, ALL PLATES ARE TO BE SECURED TO THE TO FLOOR FRAMIN6 USE 22 - 10d x 1 1/2 /� ALL CONSTRUCTION SHALL HEFT THE 825 PSI, E = 1,200,000 PSI. FOUNDATION WITH �" DIAMETER GALVANIZED "S BOLTS @ 4'-0" O.G. x 6 or I x 8 2 - 8D per support REQUIREMENTS OF THE CODES OF NEVV 6. ALL PLATES AND SLEEPERS OR ANY OTHER WOOD IN CONTACT WITH FINISH FIRST FLOOR _ LINK# 7 - CONNECTION F JOIST GALVANIZED NAILS I" x 10° or wider 3 - 8D per support YORK STATE NOT RESPONS!6LE FOR 3, ALL HEADERS SHALL BE (2) 2"X6" @ 2"X4" WALLS $ (3) 2'X6 WALLS CONCRETE, CONCRETE BLOCK, MORTAR, SOIL, TERMITE SHIELDS, ETC. @ 2"X6" WALLS UNLESS NOTED OTHERWISE. SHALL BE PRESSURE TREATED LUMBER. ELEVATION +O`-O" TO PLATE / DESIGN OR CONSTRUCTION ERRORS. CEILING SHERTHING 4 4. ALL HEADERS SHALL BEAR ON 4°X4" POST @ 2"X4" WALLS OR 4°X6" 7. ALL PLATES SHALL SIT ON ALUMINUM TERMITE SHIELDS. GRADE - POST @ 2X6" WALLS UNLE55 NOTED OTHERWISE. 8. ALL OPENINGS SHALL BE DOUBLE FRAMED, ALL AROUND. \� CLEAR Gypsum Wallboard 5D coolers 7" edge/ 10" field ' LINK# 8 - CONNECTION DF ALL SPAN WALL SHEA'HII ,5 RET�,!I`! STORM WATER RUNOFF 9. TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE, PRESSURE TO FOUNDATION / - 5. ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY TREAT:D, 40 YEARS MINIMUM. FURS:I,�P�lT TO rF'�!.PTFR 236 FROM THE FOUNDATION TO THE ROOF TO PREVENT 10. ALL JOISTS ALIGNED WITH PARTITIONS ABOVE SHALL BE DOUBLED. Structural Panels 8D 16" edge/ 6° field it - --I - f- OF TFIL 1v 4 GL;a: CONNECTED F COLLAPSE OR PERMANENT LATE,;AL MOVEMENT UNDER WIND FORCES. 11, UNLESS OTHERWISE NOTED, ALL OPENINGS SHALL HAVE MINIMUM 2-2X8 Fiberboard Panels '1EADERS WITH )"' PLYWOOD PLATES, GLUED AND SPIKED BETWEEN THE 6. FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING MEMBERS. 7/16° 6D 3" ed;e / 6° field ' SHOULD BE OF CORROSION RESISTANT MATERIALS AND SHOW NO ALL WOODEN HEADERS SHALL BEAR ON 4X4 P05TS, MINIMUM, I'-O" 25/a� ! a� 3 edge field OCjCj U F' EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE 12. A / y THE ABILITY OF THE STRUCTURE TO RESIST WIMD EFFECTS. 13. ALL FLITCH PLATE HEADERS SHALL BEAR ON 4X6 POSTS, MINIMUM. MIN, Gypsum Wallboard _ 5D coolers 7" edge/ 10" field NAILS BOLTS STEEL FINISHES _ PROVIDE MINIMUM I" -I �° - USE �� 7. ALL FASTENERS AND CONNECTORS INCLUDING Hardboard _ 8D 6" edge/ 6" field p � ) WIND ANCHORS, AND TRUSS PLATES ARE TO BE HOT DIPPED GALVANIZED. - -- END DISTANCE I I('�'� �I t"" ," H 1 HALL BE STABILIZED BY INSTALLING 2x4 INCH I. UNLESS OTHERWISE NOTED, ALL MOLDINGS AND FINISH MATERIALS SHALL EQUAL NUMBER OF JZ Particleboard Panels l-_- 8D 6" edge/ 6" field ,► 1�iIC,�,T� F 8, GABLE ROOFS 5 - BLOCKING ON 2-FOOT CENTERS BETWEEN THE (RAFTERS AT EACH MATCH EXISTING AS CLOSELY AS POSSIBLE AND SHALL BE APPROVED BY GABLE END FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING THE OWNER. SPECIFIED NAILS N Diagonal Sheathing, INTERIOR FROM EACH GABLE END. 2. ALL SHEETROCK SHALL BE POWER-SCREWED IN PLACE, ALL SHEETROCK (" x 6° or I" x 8 -- --_ ? - 8�' ter support JOISTS SHALL BE TAPED AND SPACKLED WITH THREE COA75 OF JOINT � � I � 9. MAINTAIN 2' MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING COMPOUND, SANDED AND READY FOR PAINT. AFL CONSTRUCTION SH, ,L?, MEMBERS AND FIREPLACE OR CHIMNEY MASONRY. I" x l0" or wider I - 8v I per support NOTE: T r � r��EE•I�T:`-a!� ?,EQUiF�I�.I�"iPi j T U GF'!N 10. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR 3. PLYWOOD SUB-FLOORS SHALL BE POWER-SCREWED DOWN TO JOISTS OR FLOOR S`_:_;_I HIND STRAP TIES TO BE PLACED --�--- ----� CG�7ES OF NEih'YOLK OI'ATE. SLEEPERS. -� BLOCKING @ INTERVALS NOT EXCEEDING EIGHT FEET. 4. ALL TUBS AND SHOWER ENCLOSURES AND PLATFORMS SHALL BE AT 16 O.0 Structural Panels ________ II. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH HURRICANE 2 Critical Load Path _ - - f - ioEpyaq CLIPS" @ 16" ON CENTER. COVERED WITH "WONDERBOARD". ALL OTHER BATHROOM WALLS SHALL BE I° or less __ __ 8v __ 0 Cog / field i;iV�yr _ _ e P S GEfiT`17f COVERED WITH WATER-RESISTANT (BLUE) SHEETROGK. Typ Strap Roof) yV C�11 Tl(i Detail neater than I" REQUIRED 12. ALL 'MICRO=LAM" LAMINATED VENEER LUMBER TO BE DOUGLAS FIR A5 CS1 N.T.S. DRAWING IS DIAGRAMMATIC ONLY b IS NOT REFLECTIVE OF ACTUAL MEMBER SIZES $ g -_ OD _ b edge / 6' field MANUFACTURED BY TRUS JOIST CORP. OR EQUAL. SIZES AS INDICATED ON 5. IN AREAS WHERE WALLS ARE REMOVED, FINISH FLOORS SHALL BE --�--= - --=----�j MIRED BY M INSTALLATIONS SHALL BE IN STRICT CONFORMANCE 'TOOTHED-IN" TO MATCH EXISTING FINISH FLOORS. OR TYPES. FOR THIS PARTICULAR PROJECT SEE FLOOR PLANS d SECTIONS, CS 1 Diagonal Board Sheathing --- I PLANS. 6. UNLESS OTHERWISE NOTED, ALL CLOSETS SHALL HAVE A POLE HUNG AT ,,, 1„ --j- r 4 PLUMBER CERTIFICATION IONS AND RECOMMENDATIONS.WITH MANUFACTURERS SPECIFICATIONS ___ 5'-6" WITH A SHELF OVER THE POLE. I x � or x 8 ?_ - 8D L per support 13. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED 7. ALL NEW WORK SHALL RECEIVE ALUMINUM GUTTERS AND LEADERS. - - -' ---- - ON LEAD CONTENT BEFORE SHALL BE "AIMPSON STRONG-TIE GO OTHER R?S" OR EQUAL AND SHALL BE TER SHIELD TO BE I" x 10" or wider _ - _ 3 - 80 j per support CERTIFICATE OF OCCUPANCY CS20 x 18' MIN. ICE d WA 8. UNLESS OTHERWISE NOTED, ALL NEW BATHROOMS SHALL HAVE A TOWEL 2" TOP LAP 24 FROM EDGE OF ROOF 1. Nailing requirements are based on wall sheathing nailed Con-center at the panel edge. If wall sheathing is nailed 3" SCLDER USED IN WATER M CAPABLE OF HANDLING LOADS @ CONNECTION POINTS. INSTALLATIONS SHALL BAR, TWO SOAP DISHES, A TOOTHBRUSH HOLDER AND A TOILET PAPER BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPEGIFIGATIONS. MET. DRIP 4" TOP LAP on-center oth the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be HOLDER, MINIMUM. EDGE APPD UNDERLAYMENT 15 LB doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path. SUPPL Y SYS TEM CANNOT I 14, DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND 9. UNLESS OTHERWISE NOTED, ALL NEW POWDER ROOMS SHALL HAVE A OVER FELT = ASPHALT FELT EXCEED 2/10 OF 1% LEAD. ALL OPENINGS. TOWEL BAR, SOAP DISH, TOOTHBRUSH HOLDER AND TOILET PAPER ALONG RAKE 2. When wail! sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced ° to I - 16D nail per foot. 15, PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD , HOLDER, MINIMUM. " P H A L T ROOFING ELECTRICAL DECK WOOD ASPHALT 1„ _._ TRIPS OR BE INTERLOCKING. I. ALL ELECTRICAL WORK SHALL BE DONE A5 PER GOVERNING LOCAL CODE. (VARIES) 11 Wind-Bourne Debris Protection I. ASPHALT SHINGLES SHALL HAVE SELF-SEAL S 2. FASTENERS FOR ASPHALT SHINGLES SHALL 6E GALVANIZED STEEL, STAINLESS STEEL, 2. ELECTRICAL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE CS1 BOULEVARD PLANNING OR COPPER ROOFING NAILS - MIN, 12 GAUGE SHANK WITH A MIN,3/8" DIA, HEAD. INSTALLED AS PER NEW YORK STATE CODE REQUIREMENTS, \� 3. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. 3. EXISTING ELECTRICAL SERVICE SHALL BE RELOCATED AS REQUIRED TO METAL _ P.C. FACILITATE NEW CONSTRUCTION. LOCATION SHALL BE APPROVED BY THE DRIB GLAZING ARCHITECT AND/OR OWNER, NAILING 9" STARTER STRIP WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE ARCHITECTS ENGINEERS 4. ELECTRICAL SERVICE SHALL BE UPGRADED TO ACCOMODATE THE NEW OR COURSE OF o,b,c,d I. IDENTIFICATION. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH CONSTRUCTION AND REPLACED WERE DEFICIENT LSU28 HANGERS SHINGLES INVERTED FOR WOOD STRUCTURAL PANELS AS PER TABLE R301.2.1.2 RidgQe strap// teCO 671 Franklin Avenue PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN 5. ANY ALUMINUM WIRING ENCOUNTERED DURING CONSTRUCTION SHALL BE SECTION R308.4 SHALL BE PROVIDED WITH A MANUFA OR INSTALLERS REMOVED AND REPLACED WITH STANDARD DX OR ROMEX WIRING. 4 b p START FIRST COURSE FASTENER SPACING CTURERS ' LABEL, DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFTEY GLAZING CS1 SII�IPSON STRONG-TIE WITH FULL STRIP 4 FOOT 6 FOOT Garden City, NY 11530 p # STANDARD WITH WHICH IT COMPLIES, WHICH 15 VISABLE IN THE FINAL PLUMBING PER RAFTER INSTALLED UNDER PLYWOOD START THIRD COURSE START SECOND FASTENER PANEL SPAN < PANEL SPAN < PANEL SPAN s INSTALLATION. THE LABEL SHALL BE ACID BTCHED, SAND BLASTED, - -- -- - -- WITH CEILING COLLAR TIES AT 32" O.C. TYPE < 4 FOOT 6 FOOT- < 8 FOOT Telephone Fax WITH FULL STRIP COURSE WITH FULL GERAMIG-FIRED, EMBOSSED MARK, OR SHALL BE OF A TYPE WHICH ONCE APPLIED C520 x 18" MIN. WITH (7) IOD COMMON NAILS " „ - „ „ 516-877-0400 516-746-8622 CANNOT BE REMOVED WITHOUT BEING DESTROYED. I. EXISTING HOSE BIBS SHALL BE RELOCATED A5 REQUIRED. MINUS FIRST TAB STRIP MINUS I/2 TAB 2 i/2 #6 EXCEPTION; TEMPERED SPANDREL GLASS MAY BE IDENTIFIED BY THEMANUFACTURER 2. UNLESS OTHERWISE NOTED, ALL PLUMBING SHALL BE AMERICAN 3 WOOD SCREWS i6- - I - 516-877-2001 516-741-5895 ! STANDARD OR KOHLER. Hurricane ClipDetail NOTE: WITH REMOVABLE PAPER LABELALL ROOF SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. 2 I/2 #a „ �,, 1 Internet: wN w.blvdplanxom 3. PLUMBING PERMIT TO BE FILED SEPARATELY BY THE CONTRACTORS FASTENERS SHALL BE MIN. 12 GAUGE SHANK GALVANIZED NAILS W/ MIN. 3/8 DIA. HEAD i6 I I� ,2r I WOOD SCREWS PLUMBER. CS 1 SIMPSON STRUNG-TIE - (H-2) 1 I 4. COPPER PIPING SHALL BE USED FOR ALL WATER SUPPLY. a: THs table is based on 100 mph wind speeds and a 33-foot mean roof height. ' 9 Asphalt Roof Shingle Detail. b:Fasteners shall be installed at opposing ends of the wood structural panel. 4✓•. THESE PLANS AND SPECffCATIONS ARE INSTRUMENTS OF SERVICE c:Nails shall be IOd common or 12d box nails. / AND ARE TIIF.PROPERTY OF BOULEVARD PLANNING P.C. CS 1 d: Where screws are attached to mosonry or masa q/stucco, they shall be attached utilizing vibration-resistont anchors INFRINGEMENTS WILL BE PROSECUTED. having a minimum ultwnite 4thdrawl capacity of 490 pounds. • i i SHINGLE CAP RIDGE VENT PROVIDE SOLID BRIDGING 1 " SPACING ALLOWS --- _ ` 20 GA. COIL STRAPPING @ 16" OC /2 I � DATE: 12-S-O9 BY " SIMP80N STRONG TIE° DR BY TMM slMFsoN STRONG-TIE - (H-2.5) HOLDOWN INSTALLATION-' I ! ENDWALL ---- - --- --- , F CORNER STUD CONNECTED AR 1 . -` SCALE: AS NOTED g AFTER ,EXHAUST AIR TO TRANSFER HEAR n r HIP R ASPHALT SHINGLES °° S S . I/2" PLY ROOF °q FELT PAPER SHEATHING (TYR) r` aL KD: J.S. a FTER 12 Des cc� Criteria a - IY7S12 I� HCF2 ° �SlAMERIC.AN FOREST AND PAPER ASSOCIATION (AF PA) WOOD a ® °o FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY HOLDOWN . • 2-16d COMMON NAILS @6 DWELLINGS (WFU�) 199� H!Gu WI ND ND EDITION sIMPSON.. LTT 131 OG CLIMATIC AT-TD GEOGRAPHIC DESIGN _C_R_ITE__RA..I L.V.L RIDGE ___ WIND SUBJECT TO DAMAGE FROM � Al LSU26 HANGERS or ��P�� d ICE SHIELD FLOOD Al LSU28 HANGERS sj9 �q GROUND SEISMIC WINTER UNDERLAY- HAZARDS << SNOW DESIGN FROST LINE I DESIGN MENT OUTSIDE PROJECT NUMBER SHEET NUMBER LOAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED 500YR 2-2"x TOP PL,4TE 6 Simpson Strong-Tie _.- - - - ------ 5 Ridge Vent W/ Strap Detail 1 o Typical Corner Stud Holdown Detail 45 PSF H @ SEVERE 3 FT tnoo�RATE,;�vnrl SLIGFiriMQDERRTE� 11 REQUIRED FLOODPLAfN Hi Rafter Connection CSl ® VQQ23 CS - 1 1 CS l SIMPSON STRONG-TIE - LSU26 HANGERS At Cantilever 5IMP50N STRONG-TIE - (H-2.5) CS l p CS1 I S6 a PROPOSED F NEW RESIDENCE LOT 1 7 0) 94 AT THE FF 28'-9" rt 4X4 ACQ 5TR P05T5 Daversa 8'-8" 8'-8° 1 ON 1 2 DIA. P.C. PIERS /°o - -- - TO 3G" BELOW GRID W1 Residence / SIMP50N BASE (TYP) (2)2X 10 ACQ— —(2)2X i 0 ACQ — // 1025 W Cove Rd. � / LOT 1 LOT 18 Cutchogue, NY 8 / N 111 / z - - - - - - - - - - -- LOT 2 (2)2X 10 ACQ (2)2X 10 ACID U)• - - - -- - - -- -- - - - - - - -- - - - - - - - - - - - - - - - _ - -- -- , o I , / Q o . 0= NU Q - f CORNER HOLD DOWNS _� I • ;e• I ., , , REVISIONS. DATE . AT EACH CORNER x — o p UNEXCAVATED SEE G5-1 (Tl'P.) CO w �s R?�IEt2 HOLD DOWNS z z AT EACH CORNER / 2XG ACQ LEDGER,BOARD - wf SEE C5-1 ('YP.) LOT 19 � / / - ---- _ — _-- ; `, •• I MINli PROPOSED g o�'oSe - --- - — ---- -----� - I ! ! SEPTIC s4 5Y5TEM ec. T - PRopos 1500 GALLON SEPTIC TANK AND 8'0X I G ED GE55POOt \ o. PROPOSED 4G'-O" 2 STORY HOUSE; C AND GARAGE ' ��7116' a ' (5 DEDROOM5�1 CRAWL SPACE FOUNDATION_ II � - - 1 2 P.C. FOUNDATION WALL TO 1 o'<-,: - 8 X I G CRAWL SPACE VENTING W/ 8 X I G CRAWL SPACE VENTING W/ -> 3G" B W ELO GRADE CAST IRON GRILLS PER Mrs''\ � ', ; .",r CAST I ON GP.ILIS PER � (2) #G REBAR - 0 - 5/8" ANCHOR BOLTS @ 30 O.C. ' Qx- N - SILL SEALER COPPER FLASHING ' (2) 2XG ACQ TREATED SILL PLATES oil/ - - R-30 BATT INSUAATION ---- $ �p /w / - R-!0 RIGID PERIMETER INSULATION A-5 STEP FOOTING LOT 20 t<.5 ,/ «.so,4/_ / ;��� ; � _ _ AS PER NYS - L — ' CODE2: I - o / I O N 18"X 24" �,CCE55 R408 L -- - -- -- -- -- — - oa / v I m Z 1 • „ n/ rQ r HOLE ^ F Ile f 6g 7 6' V 7 038 s9.1% I _ ----- co TYPICAL SLAB CONSTRUCTION 1 o5,e �•ag.9 2p}„� ], � CONCRETE `> AB :- 4X4 !0/I O VV'Mv! I 579°58 �\ m I - Gmll VAPOR BARRIER - 2" R-10 RIGID IN5UL. @ PERIMETER EDGE OF PAVEMENT ----__,-_ 4" POROUS FILL EL.47.7 I FL.59.I' .•}�' UNEXC_AVATED WEST COVE REScheck Software Version 4..3.0 _ -- I I COMPACT FILL (NORTH WEST ROAD LOOP) Co f �+ , + r T / DOUBLE L P FRAMING m 1 i nce uertifi r��' ,t R WELL A5 R�QUII�D r — — — — AROUND STAIRWELL R-30 (PUBLIC WATER IN STREEn ---- BATT INSUAATION . ; I TYPICAL FOUNDATION CONSTRUCTION Proposed Site Plan N !' _ -_- - - - NEW 1 2" P.C. FDN WALL 1-O 30 BELOW i " • i GRADE, scALE: 1 a0' 0 4" BRICK LEDGE- BRICK VENEER AB VE tI i _ I I 1 2 X 24 CONTIN tOU5 F-rG; Energy Code: 200D IECO N I-oration: Cutch tie New York x O - ---- - (31 #5 REBAR CONTINUOUS LOT 51ZE: 29,OG4.89sgft _ Construction Type: Single Family I P � °_ F I N � I I I - #5 REBA,.TRA,N�VEIZS" @ 24 O.C; I-':--•; - � tl Glazing Area Percentage: 10% ;— Heating Degree Days: 5572 z FURNACE HW TO! 518" A.B.'S s` 36" O.C; e e LOT COVERAGE: PORCH- I O x 28.75 = 287.55gft - — _ --- - " -CORM SEAL i __ -; BOULEVARD PLANNING � R FRONT STOOP 13.751 X 51 - G8.755cift Construction Site: Owner/Agent: DesignedCantractar: I — - BE 18 ABOVE SLABI �- COPPER FIAS11 BETWEEN FDN � I` (2) 2XG ACQ SILL PLATES hOU5E- 3G.81 23 x 48 = 1 ,7GG.99561ft w _.. . . ft ,..::.a.:.»..,,::s:3a'a».ai;.c.:i;�:„n. ;,l:?...-a.u'+f:stra.:,.m�.tt:::'ci;;.'+�t.::'.•'�.:«*` .,.:.�v::a;a%t....:w.i:=e%:.1ii. f TOTAL- 2, 123.24sq• ",,.: .. : .-> : , I Compliance: Maximum UA:$35 Your UA:414 _T I CORNER HOLD DOWNS ARCHITECTS ENGINEERS I AT EACH CORNER I s.,,:.•..":.::,.,.,,:., r ti.,- SEE CS-I GE 2 1 23 7 �: _ ��- ��_ _ Awli PERCENTA .:..:w.r�. ., . : : . . ... •�� 1 Franklin Avenue- � I 67 a ve ue :. Y f ? -1, O .895 t '= - 2 G4 -:a w a Garden City, NY 115 Wall I-Wood VFrame,l6 o.c. W i• t - 99 0 340} 34 `�` _- _ -- P�nrwthLo E -._ - m bl a - .._-- 'Metal ra :Dou aTelephone }in aw 1:Met F e � Fax Window : Door Solid 104 0.340 35 L - - -- - -- - - - - - - -- - -- -- - - -- - - - - - - - - - - - -- -- - - - -- - - - - - - -- -- - -- - _.. paD 1:So d _ _ 1 4 1 4 2 5 6 877 0 00 5 6-7 6-8622 G ,3 Wall 2:Wood Frame.IT o,c. %5 19.0 0.0 38 d M � 516 877-2001 516 741-5 895 Window 2.Metal r e.'ramDoubi€�Pane with Lo�r_E 35 0•340 12 CORNER HOLD DOWNS , FILL SOLID O- a � Wall a:Wood Frame,16' .c. 665 19.0 0.0 37 AT EACH CORNER STEP FOOTING Internet: www.blvdplan.com Window 3:Metal Frame:Dcubie Pane with Low-E 49 0,340 17 5EE C5-1 (TYP.) AS PER NYS Wall 4:Woad Frame,16'o.c. 456 19.0 0.0 23 CODE 2: Window 4-.Metal Frame:Double Pane with Low-E 66 0.340 22 A- THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE Wall 5:Wood Frame,is'o.c, +132 19.0 0.0 22 l rrte:Doubie Pane with Low-E 6? 0.340 23 I AND ARE,TIIE ROPERTY OF BOULEVARD PLANNING P.C. Window 6:Metal Frs t 1 i �-8" POURED CONCRETE 'NT WILL BE PROSECUTED. Floor 1:Alt-Wood Jolstffruss:Over Unconditioned Space 1635 3D.0 0.0 54 p _ CHEEK!MALL.TO SOTTO`✓! Ceiling 1:Flat Ceiling or Scissor Truss 1505 30.0 0.0 53 { OF FOOTING Ceiling 2:Cathedral Ceiling(no attic) 109 30.0 0.0 4 POURED CONCPITE # G 5-1 OOP ABOVE:. STEPS �'' �;g" �6� � DATE: 12-5-09 Compliance Statement: The proposed building design described here is conslstent with the building plans,specifications,and other AS REQUIRED BY GRADE n u calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. I 0-7 I O-4 �� __v l . •. t " T � 20' 1 I" 13' 9" I 3 4 48'-0° � .• Name-Title _ Signature Date - - — ---.-- - - -- - --- -- - SCALE: AS NOTED CHKD: J.S. I Proposed Foundation Plan i a w i t PROJECT NUMBER SHEET NUMBER r i ( P 0823 A- 1 Project Title: Report date: 12/07/09 " t Data Filename:E:1B©ULEVARCf PLANNtNG18P-WORK 200M0823-Daversa ResidenceWisc fileslRESCHECK.rck Page 1 of 1 l E 1 PROPOSED _ 48'-0" NEW RESIDENCE -- AT THE 2'-4" 4'-0" 8'-G" 4'-G" G'-G" 15'-3" 71 01 - - - ------ - - Daversa � z Residence ! 1025 W Cove Rd. Cutchogue, NY NEW JNCOVERED DECK j � I i C 1 CORNER HOLD DOWNS °C AT EACH CORNER O U NEW COVERED PORCH O v / SEE CS-1 (IYP.) cxv W/ REMOVABLE WOOD SCREENS N o 00 ' 32'x32'x4"- "L" SHAPED _ CORNER HOLD DOWN5 T T N i STEEL LINTEL Z z AT EACH CORNER REVISIONS: . DATE: t In I" lu u u r i t �5KICK CHIMNEY FLU —32 x31 x'- L 5HAPED ? � SEE CS-1 (TYP.) AS PEP,CODE / STEEL LINTEL / II —31"x3?'x4"- "L" SHAPED - q C STEEL LINTEL �G5 _ _ AN DERSEN WINDOW � EXTERIOR DOOR SCHEDULE TW30410 / '"',% TW30410 ❑ FWH5R (2)TW282 10 ❑ TAG QTY. MODEL # ROUGH OPENING LOCATION STYLE REST.STEEL FOUND. - - - - -I 1- - - N ------ - --------- --- -- --- --- ---- � 3- � STEEL COL. _� A I (2)TW304 1 0 G'-44" x 5'-Oe," M. BEDROOM TILT-4'VASH DOUBLE HUNG WI OX2G STEEL BEAM UPSET— _ WI OX26 STEEL BEAM UPSET— — WIOX26 STEEL BEAM UPSET O L'i 3 TW304 ! O 3'-2'8" x 5'-0�" LIVING i200M TILT-WA`'H DOUBLE^HUNG UNDER LINE OF SECOND FLOOR UNDER LINE OF SECOND FLOOR UNDEP,LINE OF SECOND FLOOR N - _ \ \-32 STEEL COL. 16l_4 13' 8" x D' C 2 TW 182 10 1 '- 101 x 3'-O�" M. BATH 2 6r�TH TILT-WASH DOUBLE HUNG . 3-0 12 10„ -3' 0 STEEL COL. D 4 TW242 10 2 G8 x 3 08 2ND FLOOR TILT-WASH TILT- ASH DOUBLE HUNG REST. ON FOUND. NEW LIVING _ PROVIDE 4"X4" P05T BY OTHERS ���� 1� 1 KITCHEN � WI 00 H.W.5.D [9-0 CLG HT] Ioo I E I (2}TW282 I O 5'-88' x 3'-Og" KITCHEN TILT-WA51-i DOUBLE HUNG -i (9-0 CLG HT] 1 Q i I _ TILE FLOOR 0 i I w N IT mll NEW DINING III c.o TO BE SELECTED/ Ioo ( 11 ►` --- - 1�� - -7�� - --- - " lO"I o N NEW 2X I 0 F.J. J , v . w - �� I" I TW243G 2-G8 x 3_57 GARAGE TILT-WASH DOUBLE HUNG o, @ I G" O.C. LOCATED BY OWNS o J `� B G I (2)3'-O" DOORS 8'-G" X G'-8" MECHANICAL EXHAUST �, m fROINT DOOR / FAN W/EXHAUST , � , x h'EW 2X 10 F.J. . N - -5 (2)FSWL 13G8 -_ CAPACITY OF 50cfm i'OPEN TO_ O @ 16 O.C. Iv D INTERMITTENT OR ABOVE ; FVt�H90G8SASR 9'-0" x G'-8" DINING ROOM FRENCHWOOD HINGED PATIO DOOM o 20cfm CONTINUOUS mll - '� I I 3'-0" DOOR 3'-0' x G'-8" HALL DOOR 32";x32lx1'- 111 SHAPED STEEL LINTS 32 STEEL COL LINE OF SECOND 32 0 STEEL COL._ — — — — — — __ ! J 3 (2)TW304G G'-4 " x 4'-87" BEDROOM i ,3 T!LT-WASH DOUBLE HUNG IJ REST. ON FOUND. FLOOR ABOVE - - - REST. ON FOUNDI ' REF 4 L_ - - - - - -- - —W I OX39 STEEL BEAM UPSET -- K G TW304G 3'-25 x 4'-8g° BEDROOP�I I ,2,3 TILT-1�JA5H DOUBLE HUNG , -� NEW 1/ B -G' MECHANICAL EXHAUST I ar--- _ i * 4 FAN W/ EXHAUST p w cV �_ 11 �- 5u �. N - C; CAPACITY OF 50cfm p�j '- DLOOR JO STS (32OUBLE EVERY OTryER! = ' I L 2 SE5435 5 5x G I - FOYER DINING SPRINGLINE _ 5, 0„ INTERMITTENT OR x 1 � U „ ,_ ch O ;r, %: `.<' 20cfm CONTIN U5 cxv O� �° d ``� ``� O.C.) UNDER M 2 G32 3 0 x l i t BASEMENT GLIDING BATHROOM (T)T.-) @) GARAGE NOTE: ! NEW MASTER BATH xrN, p N GARAGE INTERIOR TO N O - - - - GYP BD WI TAPE (3) �C N N 00 1-314"X9_I 12" LVL BEAM BE (1) LAYER 58" TYPE "X" I CL. O ANTRY - 0 2oxG8 COATS SPAKLE. N LINE OF SECOND CL. NON-COMBUSTIBLE A H.W.S.D N z FLOOR ABOVE FLOOR� 5ELF CLOSING FIRE RATED DOOR-� -- -- co 30xG8 - NEW MASTER _ I\o N F - ROOM WINDOW C ALC U L_f-,Ti O N- p --- - II o 0 BEDROOM GL. NEW FOYER 3 ` o ~ — --- , x o [9'-0" CLG HT] m--0 ROOM DIMENSION ROOM 50. FT. CLEAR OPENING - w I �,-s„ _ 13,_�z DINING ROOM 1 6'-2" x 14'-9" 238.04 39. 14 1 G.4 - -- +�- FRONT FOYER 1 1 '-2" x 1 3'- 1 O" 1 54.8G 33.54 21 .9 C _N TYPICAL INTERIOR WALL CON5TRUCTION. CL OPEN TO NEW GARAGE - 2x4 STUDS @ I G" O.C. — ABOVE .% �` ! , -- Y G - 518" GYPSUM BRD WALLS CEILING O I I'-2" _�" O U p o LIVING ROOM 1 2- 1 O' x 1 4-9 18F.7 I 1 2.34 G.5 3-4 - -- N R-30 - BOULEVARD PLANNING - TAPE 3 COATS SPACKLE > BATT-; - I KITCHEN 13'- I O" x 14'-9" 204.08 1 1 .02 5.3 z MASTER BEDROOM 1 2'- 1 1 " x 17'-5" 228.95 1 2.34 5.3 CORNER HOLD DOWN _ P.C. �o �o AT EACH CORNER BEDROOM # 1 13'- 1 1 " x 14'-3" 19G.2_3 1 7. 1 8. 7 CL. 5EE G5-1 (TYP.) I ARCHITECTS ENGINEERS N 26x6e — --- --- (2)2x 10 m (2)2 12 m 2 2x 12 BEDROOM #2 1 G'-2" x 14'- 10" 233.54 1 7. 1 7.3 - --- -- -- - - -� - -- I- _ 671 Franklin Avenue BED # 1 2' 1 " x 13' G" 1 5 1 2 17. 1 1 12 e ue (2)TW304 10' FW5L 1368 FWSL 1368 / - -_- — --_- , Garden City NY 115 3 0 C' L32'x31'll'- "L" SHAPED L32"x32'x4"- "L" SHAPED TYPICAL WALL CONSTRUCTION j.: BEDROOM #4 I rJ'-7" X i 3'- I I " 172. 10 17. I `�.`� — I`CORNER HOLD DOWNS NEW 2X 10 R.R. w NEW 2X 10 R.R. - ----- STEEL LINTEL It x STEEL LINTEL - I/2° SHEETROCK Telephone Fax ; AT EACH CORNER I c� @ I G O.C. U @ 16 O.C. N N p N , - 2XG 5TUDS @ I G O.C; - ' 516-877-0400 516-746-8622 SEE C5-1 (TYP.) oC - (2) 2XG TOP PLATE N 516-877-2001 516-741-5 895 - 2xG ACQ SOLE PLATE Internet: v�;�ww.blvd lan.com \� O N C1:1 �\ �- G"XG" W.D. POSTS (TYP.) j - K-1 9 BATT INSUL p ' � � - 1/2" CDX PLYWOOD SHEATHING 712" DIA PEKMACA5T DECORATIVE COLUMNi - 1 51b ASPHALT FELT (WHITE FINISH) BOTH SIDES - I" AIRSPACE THESE PLANS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE - 4" FACE BRICK AND ARE TIIE PROPERTY OF BOULEVARD PLANNING P.C. I 'I - MASONRY TIES @ I G" O.G. HOP,. t VERT. INFRINGEMENTS WILL BE PROSECUTED. --- 47'-4" - - -- --1 . 1 DATE: 12-5-09 DR. BY: TMM a SCALE: AS NOTED I First Floor Plan Fir Fl Proposed CHKD: J.S. � p E F C j, r' 4 u PROJECT NUMBER SHEET NUMBER k 0823 A-2 l PROPOSED NEW RESIDENCE AT THE Daversa Residence , 47'-4" i G'-01 8'-G" I I'-I" 1 5'_2" - - - -- ---- — - 1025 W Cove Rd. Cutchogue, NY I ' p CORNER HOLD DOWN AT EACH CORNER SEE C5-I (F(P.) - -- - - CORNER HOLD DOWNS AT EACH CORNER SEE CS-1 (fYN REVISIONS: DATE: - - - - - - - - - - -- - L'- - - - - - - - - - - -- J) -- - - - - -�- TW304G TW304G 5E5435 (2)TW304G ; (2)2x8 (2)2x 10131-01. ---� I � I vim o_v Uci� � � ro I o O U O x 0 fix' C % `x 0; ULZ N m'I.K% G 4" V.T.R. — O N N �c, N U O U N B \\ N w u3, GOPEN TO { �QL BEDROOM ''3 o N A-� F K� 2 z aU z i BELOW z - m �9 �BEDP.00M 2 w- _ z aU z I -' I r-TYPICAL INTERIOR WALL CONSTRUCTION: HANDRAIL5 TO CODE. STYLE ox - 2x4 STUDS @ I G" O.C. j TO BE SELECTED BY OWNER H.W.5.D BIFOLD o r - 5/8" GYPSUM BRD WALLS * CEILING � cwx 4'-G" N I ; p -TAPE 3 COAT5 5PACKLE - - CS5 FLU5H INTO BEAM - L I 01 H.W.S.D N O p I-I/2" 2"�,'o I-I/2" -1/2" 0 2"V �/2" G H.W.S.D C F _ LA I LAV. UVm TUB. b j ,U�. ox e 28xGs v 1_3/4"X 1 1-7/6" LVL I .OE RIDGE BEA _ O �l -112" $If6t� LO m __ — -- —, — �t FIN. 2ND FLR. �t = -of DBL JOISTS AND � PULLDOWN ATTIC x I, N - cif 4"LE3 4"L 5'-1011 p 5'-i 0" "' aU- IMMEP.S @ G N GD: m ° m - z TR �, AC N N m `o m PULLDOWN L 26.G3 4oxG8 -- - -_ - 4_G G.oJ B FO D 1-3/4"X 11-I/8" LVL B T II O G 4" DRAIN 4" DRAIN H.W.S.D Q 1D H H.W.5.D CL. 714 0 , U�j cn N /CL. 40x 8 c' OPEN TO_ 'A FOLD Lj `�� �68 \ BELOW N o ANICAL EXHAUST-' y- c0 U 2 LO �' F W/ EXHAUST N o MECHANICAL EXHAUST z �� CPA ITY OF 50cfm l I/2" O U '� �- FAN W/EXHAUST O U IN EP,M ENT OP, I-I/2" 4 P-I/2" LAUNDRY c�I/2� I/?_" cV= u� // / �9 I-I/2" I-I/2" l9 U— x o �./ 2 cfm CO�NTINUOU5 xQT w _ z CAPACITY OF 50cfm G' G„O N � N= oX 2"V 2"V i WAS ER I SINK DIN z (@) INTERMITTENT OR � III " I � TUB. � � LA AV. � LAV. I 2 CONTINUOU5 zO� U- v I f _ z m 2�1 \` Q U v \�f/ SHWR -I/2" -Ijy /21' CKI o N 2-2 - -- -- - - I FIN I ST. FLR w U �� _ III 2, -2,, LB Lg 2„ 2 k ou O �l Uj c' - HAND TO CObE. STYLE w N- o / G.o.l O m BEDROOM O - P�� {u TO SELECTED BY OWNER a_ , " \ °L z NEW 2X10 R.R. �!� �J 4" DRAIN/ 4" DRAIN 14'-3" -�, -- O.C. V NE 2X 10 R.R. NI CORNER HOLD D W 5-', IJ x @ G" O.C. N AT EACH CORNER '✓, , NEW 2 '10 R.R. c� NEW 2X 10 R.R. / @ I G" O.C. c� @ I G" O.C. (2)2x \ SEE C5-I (TYP.) (2)2x -7 I 0 (2)2x8 (2)2x I O - -- -" 4" HCUSE TRAP BOULEVARD PLANNING - 1 - E (2)TW 04G I W24210 5E54 (2)TW304G TO SANITARY S - - - -.- - -- SANITARY SYSTEM P•C• p - - - - - - -- - - - - - -J INEOFROOFAJ30V- - �- - -- ,- � - - - - - - - - -- - - - - - - - -- - JT - CORNER HOLD DOWNS • • AT EACH CORNER Pll� � userDiagram ARCHITECTS ENGINEERS 5eE C5-I MiT.) SCALE: fJ.T. 671 Franklin Avenue Garden City, NY 11530 Telephone Fax i 516-877-0400 516-746-8622 „ 516-877-2001 516-741-5895 9-2 7-10 10-Gil13-2 G-8 - --- - -- - -.- Internet: www.blvdplan.com �. 47'-4" THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. A INFRINGEMENTS WI LBE PROSECUTED. -4 Proposed Second Floor Plan p e DATE: 12-6-09 �(:ALE: i /4" V—o" , . . . DR. BY: TMM 74. SCALE: AS NOTED CHKD: J.S. r k G GI ' i PROJECT NUMBER SHEET NUMBER 0823 A-3 I< PROPOSED NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. Cutchogue, NY rn 0 X REVISIONS: DATE: f LA511ING @ CHIMNEY @) Z rm 0 715 73 1-314"Y 1 1-7/6" LVL 1 .9E RIDGE BEAM FR OX O�X 70 70 4- Lj ED U LLj LQ C) BOULEVARD PLANNING NEW 2X 10 R.R. N NEW 2X)0 R.R. NEW NEW 2X 10 R.R. ARCHITECTS ENGINEERS @ I G" O.C.- @ I G" O.C. @ G" O.C. @ 671 Franklin Avenue Garden City, NY 115 3 0 LU Telephone Fax Ez 516-877-0400 516-746-8622 NEW 2X 10 R.R. NEW 2X 10 R.R. @ I G" O.C. 516-877-2001 516-741-5895 Internet: vvrx w.blvdplanxom THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE TIIE P 0PERT Y OF BOULEVARD PLANNING P.C. INFRINGEME741 KILL BEPROIECUTED. "Illy DATE: 12-6-09 DR. BY: TMM A Proposed Roof Pla SCALE: AS NOTED n SCALE: -1/1/4"=1 '—F)" CHKD: J.S. PROJECT NUMBER SHEET NUMBER 0823 A 4 % i k CONTINOU5 RIDGE VENT (2)1-3/4"X 1 1-7/8" LVL 1 .9E RIDGE BEAM L5TA RIDGE STRAPPING TO CODE; SEE C5-1 � \ L5TA RIDGE STRAPPING TO CODE; SEE C5-1 PROPOSED CONTINOU5 RIDGE VENT - - - -t - (2)2XI2 RIDGE BEAM NEW RESIDENCE TYPICAL ROOF CONSTRUCTION %'� AT THE - SELF SEALING DIMESNIONAL TAB ROOF 12 } W/ 30 YEAR WARRANTY \ 8 =' 2XG COLLAR TIES 4' O.C. - 1 51b FELT UNDEKLAYMENT \ @ aversa - 3G" WIDE STARTER STRIP OF WEATHERWATCH NEW�. ATTIC - 19" WIDE FELT PARALLEL TO EAVES - - 1/2" CDX PLYWOOD SHEATHING N (UNINHABITABLE STORAGE ONLY) Residence 1 - 2X 10 RK's @ I G" O.C. TYPICAL CEILING CONSTRUCTION I! ! j - 2X8 CJ'5 @ I G" O.C. 1 O" WIDE WHITE FASCIAS / - R-30 GATT INSULATION NEW SEAMLESS GUTTERS AND - RE- , j" ---- - - - -- --- - - - - LEADERS WITH 5CREEN5 AS - 1025 W COVE' Rd. REQUIRED (TYP) (2)1-3/4"X 11-1/8" LVL BEAM L I-3/4"X 1 1-1/8" LVL BEAM UPSET TECO CJ'5 FLUSH INTO BEAM UPSET TECO CJ'5 FLUSH INTO BEAM " CONTINUOUS VENTED 50FIT5 -/ I'-0' Cutchogue, NY r (2)2x8 HEADER (2)2x8 HEADER TYPICAL ROOF CONSTRUCTION LF SEALING DIME5NIONAL TAB ROOF _ TYPICAL WALL CONSTRUCTION 5E - I/2 SHEETROCK W/ 30 YEAR WARRANTY TYPICAL FLOOR CONSTRUCTION O I - 1 51b FELT UNDERLAYMENT - 3/4" PLYWOOD 5UBFLOORING �' - 2X6 STUDS @ I G" O.C; _ �� - (2) 2X6 TOP PLATE , - 3G" WIDE STARTER STRIP OF WEATHERWATCH - 2X 10 FJ 5 @ I G O.C. - 2XG ACID SOLE PLATE - 1 9" WIDE FELT PARALLEL TO EAVES ' - R-19 GATT INSUL 2x 12 RIDGE SCAM - I/2" CDX PLYWOOD SHEATHING - 2X 10 RR's @ 1 G" O.C. 1 2 - � - I/2" CDX PLYWOOD SHEATHING 1 __ % �--W I OX2G STEEL - 151b ASPHALT FELT -----�' _ BEAM UPSET - - I" AIR5PACE _-- — - 4" FACE BRICK --- -- - MASONRY TIES @ I G" O.C. HOR. VERT. REVISIONS: DATE: (2)2X I O BEAM -I �(2)2x 12 HEADER W I OX39 STEEL - BEAM UP5 1-3/4"X9-1/2" LVL BEAM UP ET T O F 15 FLUSH INTO BEAM -(2)2x8 ENTRY ® NEW DINING ROD = EE NEW PORCH p \ (212x 12 HEADER W/ REMOVABLE WOOD 5CRE�N5 W 4 1 W- 4 1 a� \ III,`— G"XG" W.D. POSTS (TYP.) 12" DIA PERMACA5T DECORATIVE COLUMN (WHITE FINISH) BOTH 51DE5 `(X & X�t�_&1m- MM_X ��W���U` �vXY v� _ �YJIX Xv- �Y'X�_X xX_16'_X���\4,4cV TYPICAL FLOOR CONSTRUCTION - - 3/4" PLYWOOD SUBFLOORING FILL 50LID o - 2X 12 FS5 @ I G" O.C. _ i -I I I-I ­1 1, - R30 BATT INSULATION p l 11 I I=I I I III-I� =1 =1I -III1 -11 -I IIII II ° TYPICAL SLAB_CONSTRUCTION m -III=1 -III= 4' CONCRETE SLAB - -- 1I-I I I �. III=1 I I I I=.1 I . � • I1=111 —CRAWL SPACE FOUNDATION �IIII ° - 4X4 10/10 WWM = =III=11 II=III III-III==III; _ FOUNDATION A TYPICAL FOUNDATION CONSTRUCTION- I -I II=I =I I- 1 2 P.C. FOUN TON WALL TO I - Emil VAPOR BARRIER III=III=III=III_= III- I'- I=1 " I 111- - NEW 12" P.C. FDN WALL TO 3G" BELOW I=1 I I=1I I-III- 3G BELOW GRADE I i=1 I I - 2 R-10 RIGID INSUL. PERIMETER 1=I I1= 4" BRICK LEDGE- BRICK VENEER ABQVEI 1=1 :. - 4" POROUS FILL I!I=1I GRADE; 12" x 24" CONTINUOUS T' FTG; 4" BRICK LEDGE- BRICK VENEER ABOVE i I I I I=_I I_I I- - (2) #G REBAR I.I I'-I I =;III=-I- - 12"X 24" GONTlN0005 T' FTG; - 5/8" ANCHOR BOLTS @ 36"O.C. III=II , III=1I1=1I1= =1I1 (3) #5 REBAR CONTINUOUS III-I =111=III 1=111=1 I- - SILL SEALER 11=II I=III=I'11==-!11=III-III_ =I I!-_11=111-III 111 -I I!I; - #5 RE13AR TRANSVEF,5E @ 24" D.C; - COPPER FLASHING iI1=III=IIIr=1II=1II III=' =III-III IIIIIITIIIII�II' - 5/5" A.B.'5 @ 3G" D.C; III-III- II=III=III- I1 - (2) 2X6 ACID TREATED SILL PLATES -I 1 I II III-1 T - =1 II it I, - SEAM SEAL R-1 O RIGID PERIMETER INSULATION - COPPED. FLA5H BETWEEN FDN SSeCtIOn A - (2) 2X6 ACQ SILL PLATES CONTINOUS RIDGE VENT­ ection RIDGE STRAPPING TO CODE; SEE C5-1 Sr. ALE: 114"=1 '-O" (2)1-3/4"X 1 1-7/8" LVL I .9E RIDGE BEAM I I i I I li ; I i II li I I. II I I,, 11 t ! I TYPICAL ROOF CONSTRLcTiON ---------------- II i � F SELF SEALING DIM!=SNI,.,rir, TA �I i � L , B �D�. I II I T +ld/30 YEAR t4'AP,RAi�,TY !' - 151b F'cLT UNDERLAYMFNT STAD,TER STJ?iP OF `vt!EATHER��JATGH 19" WIDE FELT FARALLELTO EAVES � Ih � 1 2 D,. PLYWOOD r,Ea, . r I C LYVvO�. � H. ,� I I I I I i !I (i R' " I 2X l O I'...5 r'J 16 G.C. I L I I I I ;; I II I I I II I i II K I I I I II i I I -- Al' O.C. i I 1 I 2XG, COLLF,P,TIES rr O.C. I � I V X I li li I � f A \/ ` i ql ,\i k \ 1r'\ ;'Y \r'y ,� '�ri \v„, ;l� �,;x' l" \ ���" r I �,•\r, ,� \/ ,,� `'vr`�'1"�\'` �'� V' BOULEVARD " Y PLANNING " DOUBLE CJ 5 OVER INT. WALL - -- --�.1P.C. F c2)2x l o HEADER- ARCHITECTS ENGINEERS _ i TYPICAL CEILING CONSTRUCTION -( )2x 10 HEADER �- <, - - - 1 _ 2X8 CJ'- @ I G" D.C. R 30 BATT INSULATION I � I I I , - I i 671 Franklin Avenue I =� L� Garden City,- _FIT tTW�3y NY 11530 �7,I I. Tele hone Fax �� �P4-T' 3046 r T 3046W3E R 5 HR EGRESS 516-877-0400 516-746-8622 04 -L -— L 1 = - TYPICAL FLOOR CONSTRUCTION 516-877-2001 516-741-5895 ' _I NEW BEDROOM #I TYPICAL INTERIOR WALL CONSTRUCTION: NEW BEDROOM #3 -- - - ----- - - - - 3/4" PLYWOOD 5UBFLOORING 2x4 STUDS @ 1 G D.C. - -- - - --- _ - 2X 101`35 @ I G" O.C. Internet: vvww.blvdplan.com - - - --- - - - - - --- -TAPE * 3 COATS 5PACKLE ------ 'I 11 W I OX39 STEEL ! � THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS I-3/4 X9-!/2 LVL BEAM UPSET BEAM UPSET _ OF SERVICE; a' (2)2x8 HEADER ; TYPICAL WALL CONSTRUCTION AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. SOLID FIRE BLOCK 1ECO FJ'S FUSH INTO BEAM =_--_- SHEETROCK ------ - , _ '� INFRINGEMENTS WILL BE PROSECUTED. __ - -- MID POINT (TYP) _-----_ __ --� �I - 2XG STUDS @ I G" D.C; I T- L-- (2) 2XG TOP PLATE . NOW 1'�CH'N III - 2X6 ACQ SOLE PATE II F a NEW LIVJNGIROOM - Q - NEW DINING OM - _ ! I ��' D.-19 BATT IPJSUL - i/2" CDX PLYWOOD SHEATHING DATE: 12-6-09 m - - - i W28 i 1VJ28 10 ,/ ,•r - MIT IT r I� LI _ - 1 51b ASPHALT FELT FWH90G65A5R' —_ - - - I" AIRSPACE �:-' �'° DR BY: TMM " FACE B I � - MA50NPY TIES @ 16 D.C. HOR. VERT. ID F-J, IF----[ SCALE: AS NOTED _ -- 'I a s r n r a 4 /{` n ( A n. 1 i----TYPICAL FLOOR CONSTRUCT RUCTION °/p. ' G^vGs°� `Y '`�Y V l�ti !4 �� '� , f 1 \I p " �- - - �' a- % - 3!4 PLYWOOD 5 Br .. ,� --- - -- - - -- -- - - - - - -- - - - � _O u FLOORING CHKD: J.S. t 2X 12 F J'5 @ I G" D.C. R30 BATT INSULATION O , '-'_ CRAWL SPACE FOUNDATION 12 P.C. FOUNDATION WALL ��I III � ' il-ill==- 30" BELOW GRADE - 4" BRICK LEDGE- BRICK VENEER A139yr- =III1 I1== 12" x 24" CONTINUOUS 'T' FTG; -'.__ ATYPICAL SLAB CONSTRUCTION _ I I III-I I-_I!�_ 4" CONCRETE SLAB - (2) #6 REBAR -I I!=III1.1III_=' III=�I;I=1 T!==!!1- - 5/8" ANCHOR BOLTS @ 3G" D.C. III=! - - 4X4 10/1 O WWM .I PROJECT NUMBER SHEET NUMBER - SILL SEALER - 6mi1 VAPOR BARRIER - COPPER FLASHING - 2" R-I O RIGID INSUL. @ PERIMETER - (2) 2X6 ACQ TREATED SILL PLATES Section - 4" POROUS FILL 0823 A_5 - P,l0 RIGID PERIMETER INSULATION ; - -- - PROPOSED - - -- _ - _ - - -- -- _ _--- - NEW RESIDENCE - —_PIGAL_ROO_F CONSTRUCTION AT THE - SELF SEALING DIMESNIONAL TAB ROOF W/ 30F YEAR WARRANTY D avers a 51b FELT IJNDERLAYMENT 3G" WIDE STARTER STRIP Of WEATHERWATCH - - - !9" WIDE FELT PARALLEL TO EAVES - Residence - T- -- --� - - - - - !/2" CDX PLYWOOD SHEATHING - 2X10RR's@ IG" O.C. 1 O" WIDE WHITE FASCIA \\ -- �j NEW 5EAMLE55 GUTTERS AND LEADERS WITH SCREENS AS 1025 W Cove Rd. REQUIRED (TYP) - = - - - �<�� ��`' - -- - ,� - -- - �- - 1- - q - - TYPICAL WALL CON5TRUCTiOk1 utC ogue, NY T - 1/2"5HEETROCK - ® - 2XG STUDS @ I G" O.C; -71 - (2) 2X6 TOP PLATE 11111 _ - 2XG ACQ 50LE PLATE 4 1 - - R-19 BATT IN5UL - 1/2" CDX PLYWOOD SHEATHING T4N3 4G T 3046 - T 30 6 3 6 - - - 151b ASPHALT FELT E RE5 E S 5,f5435 E 5 E R 5 - I" AIRSPACE _T- - - 4" FACE BRICK _ - MASONR'(TIES @ I G" O.C. HOR. � VERT. 1 --- I II - E G"I W.D. PC 3T5 (TYP.) 1 - - - - --- - ------ - 12" DIA PERMACA5T DECORATIVE COLUMN (WHITE FINISH) BOTH SIDES I `' i ° - �-- T 3 410 - — — — — - — TYPICAL FOUNDATION CONSTRUCTION - NEW 12" P.C. FDN WALL TO 36" BELOW GRADE; _ 1 - 4" BRICK LEDGE- BRICK VENEER ABOVE _ - 12"X24" CONTINUOUS TFfG; L - - - - - - - - - - - - - J - (3) #5 REBAR CONTINUOUS 8" POURED CONCRETE - #5 REBAR TRANSVERSE @ 24" O.C; CHEEK WALL.TO BOTTOM - 5/8" A.B.'s @ 30 O.C; OF FOOTING - 5EAM SEAL POURED CONCRETE r-. -- - STEP FOOTING - COPPER FLASH BETWEEN FDN STOOP ABOVE. STEPS AS PER NY5 L- - - --(2�-2XG-ACQ S4LL-PLATE5- - - - - - - - - - - - - - - - - -A5-R€QUIR€DZY-GRADE F -- CODE 2:1 y q Proposed Front Elevation SALE: 1 /4" 1 '-0" ---- -- - -- ------ - 1 TYPICAL ROOF CON5T_RUCTION :y --.---- - -- -- --- -- ---- - 5ELF SEALING CIMESivIi1NAL I:4B ROOF g' -- - - i W/30 YEAR WARRANTY f - 151b FELT UNDERLAYMENT -_ - - ----------- _-__--_-__—_ - 3G"WIDE STARTER STRIP OF WEATHERWATCH - 19" WIDE FELT PARALLEL TO EAVES d -- ---- ------- - 1/2" CDX PLYWOOD SHEATHING 1 M - 2X 10 RPa @ i G" O.C. 10" WIDE WHITE FASCIA NEW 5EAMLE55 GUTTERS AND LEADERS WITH SCREENS A5 _- --_ - -- -__ ---- _----- - - REQUIRED (TYP) - - - - - _ _ -- -- - - - - - - ---- -- =1 -TYPICAL WALL CONSTRUCTION I - - j — - - 1/2" SI EETROCK- --- --- 1 - 2XG 5TUD5 @ I G" o.c; BOULEVARD PLANNING - (2) 2XG TOP PLATE Lr= I - 2XG ACQ SOLE PLATE P.C. 1 - I - K-19 BATT IN5UL. - - 1/2" CDX PLYWOOD SHEATHING TW3, 46 I -�1 - 1 51b ASPHALT FELT ARCHITECTS ENGINEERS 3 4G UP G �I- L� TW30 G EGR 55 1= - -- - - 5E5 35�-- _ � 1Ljs � - P" AI( PACE —7— -rT �—_J —� - - - - -- r i - -'� z�L — — - 4° FACE BRJCK 671 Franklin Avenue MASONRY TES @ 1 G" O.C. HOR. VERT. Garden City, NY 1 1530 Telephone Fax 516-877-0400 516-746-8622 516-877-2001 516-741-5895 Internet: viww.blvdplan.com NEW PORCH W/ REMOVABLE WOOD 5CREEN5 THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARF,TIIF PROPERTY OF BOULEVARD PLANNING P.C. - ---- - ----- —� - TW3 4 O T 3 4 0 HANDRAILS TO CODE INFRINGEMENTS WILL BE PROSECUTED. III - i, it II c';�• DATE: 12-6-09 q a Y. TMM r b SCALE: AS NOTED - - - - - -. CHKD: J.S. -- CRAWL SPACE FOUNDATION - 12" P.C. FOUNDATION WALL TO 4X4 ACQ STR POSTS 3G" BELOW GRADE ON 12" DIA. P.C. PIERS - 4" BRICK LEDGE- BRICK VENEER ABOVE TO 30 BELOW GRD W,/ - 12" x 24" CONTINUOUS T' FTG; SIMPSON BASE (TYP) - (2) #G REBAR - 5/6" ANCHOR BOLTS @ 3G" O.C. - SiLL SEALER P ; - COPPER FLASHING PROJECT NUMBER SHEET NUMBER - (2) 2XG ACQ TREATED 5I1_L PLATES - K-10 RfGID PERIMETER INSULATION Proposed Rear Elevation 0823 A-6 4_L: I I J _ TYPICAL ROOF CONSTRUCTION - - 5ELF SEALING DIME5NIONAL TAB ROOF ` \ W/30 YEAR WARRANTY - 151b FELT UNDERLAYMENT - 3G" WIDE STARTER 5TRIP OF WEATHERWATCH PROPOSED - 19" WIDE FELT PARALLEL TO EAVES - 112" CDX PLYWOOD SEATHING H - 2X 10 RR's @ 16" G.G. = NEW RESIDENCE - AT THE LT I ;I Daversa k Residence 1 O" WIDE WHITE FASCIA a NEW 5EAMLE55 GUTTE RS AND LEADERS WITH 5CREEN5 AS - - - - - - REQUIFZD-("'= - - - - - - - - - - 1025 W Cove Rd. - TYPICAL WALL CONSTRUCTION _ - 112" 5HEETROCK - Cutchogue, NY - - 2XG STUDS @ I G" O.C; 1 - (2) 2X6 TOP PLATE J ® - 2X6 ACQ 50LE PLATE - R-19 BATf INSUL - 1/2" CDX PLYWOOD SHEATHING - 151b ASPHALT FELT LLTC jr-] TW3 6 - ;" AIRSPACE E RE5 - 4" FACE BRICK - MA50NKYTIE5 @ I G" O.G. HOR. VERT. REVISIONS: DATE: T I - -- - NEW PORCH _ F j W/ REMOVABLE WOOD SCREENS f 6"X6" W.D. POSTS (TYP.)12" DIA PERMACAST 4 1 HANDRAILS TO CODE � DECORATIVE COLUMN I 2 3 4 I WHITE FINISH) BOTH SIDES (, - L f T ji I I' I 1, TYPICAL FOUNDATION CONSTRUCTION — NEW 12" P.C. FDN WALL TO 30 BELOW k GRADE; 4 BRICK LEDGE— BRICK VENEER ABOVE F L- 44 J X ACQ 5TR POSTS / — 12 X 24 CONTINUOUS 'T FTG; _ J — — — — — — — — — — — — — (3) #5 REBAR CONTINUOUS CRAWL SPACE fOUND _I— ON 12" DIA. P.C. PIERS — — — -- -- — — #5 REBAR TRANSVERSE @ 24" O.C; _ J r— — —J — 1 2"P.C. FOUNDATION WALL TO TO 3G" BELOW GRID W/ G8" POURED CONCRETE — 5/6" A.13.'5 @ 36" O.C; _ J 3G" BELOW GRADE 51M75ON BASE (TYP) CHEEK WALL.TO BOTTOM — SEAM SEAL _ J — 4" BRICK LEDGE— BRICK VENEER ABOVE e OF FOOTING — COPPER FLASH BETWEEN FDN (— — J� — 12"x 24" CONTINUOUS T' FTG; I p POURED CONCRETE _ — (2) 2X6 ACQ SILL PLATES — — — _ _� STEP FOOTING — (2) #6 REBAR STOOP ABOVE. STEPS — A5 PER NY5 — 5/8" ANCHOR BOLTS @ 30D.C. A5REQUIREDBYGRADE L - - - - - - - -- - - - - - - - - - - - -- - -- - - - - - J CODE 2: I — SILL SEALER — COPPER FLASHING — (2) 2X6 ACQ TREATED SILL PLATES — R-1 O RIGID PERIMETER INSULATION Proposed East Side Elevation \ r SCALE: 1 4 TYPICAL ROOF CONSTRUCTION — SELF SEALING DIME51NIONAL TAB ROOF �J — W/ 30 YEAR WARRANTY 7' - - 1 51b FELT UNDERLAYMENT >` 1 E• - 36" WIDE STARTER STRIP OF WEATHERWATCH - 1 9" WIDE FELT PARALLEL TO EAVES - - 1/2" CDX PLYWOOD SHEATHING - - 2X 10 RR's @ I G" O.C. 1 - r z T L 1 O" WIDE WHITE FASCIA � w NEW SEAMLESS GUTTERS AND—. �1 �� - y,�->�-�-�_T_ `�- - - _LT1, _ - LEADERS WITH SCREENS A5 - - -1� �-- = T r -- - -- - - - - - REQUIREDLTYPZ -� T� ==rT- � TYPICAL V�A_LL CONSTRUCTION — - �- -T -� I/2" Sri ETROGK -1 7 - 2X6 STUDS @ 1 G" O.C; fir.T - (2) 2X6 TOP PLATE G r 2X Q SOLE PLATER 9 A..BAIT INSUL BOULEVARD PLANNING T-� T - 1/2" CDX PLYWOOD SHEATHING - - - 151b ASPHALT FELT P.C• " --- — I" AIRSPACE TW3046 - __ 1r = T TW304'G ARCHITECTS ENGINEERS F 5 EGR5 - =_-- 1 4' FACE BRICK - -- ---- T - MASONRY TIES @ I G" O.C. HOR. VERT. =r - � r -TJ- ------------ -� 671 Franklin Avenue r ,1_T T L ;-T_ '- =� _`_ - Garden City, NY 11530 • �-�, T� r' ' -���-•T-��— — � —_ -- i — — Telephone Fax r r -- iT- — - T i 516-877-0400 516-746-8622 516-877-2001 516-741-5895 NEW PORCH - T�-- wi REMovABL� wooD scR>=ENS Internet: vvww.blvdplan.coin 6",XG" W.D. P0575 (11 YP.) HANDRAILS TO CODE - -- L lL 7 12 DIA PE..M�CASI II3ESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE k _ 2 I "I DECORATIVE COLUMN AND ARF,TIIF.PROPERTY OF BOULF,VARD PLANNING P.C. IDE I IN15 III� � i (WHITE F' H� BO�I i SS INk'RINGEMENTS WILL BE PROSECUTED. u I � i TW3 4 0 TL �=T, - �`,�r�•- --��`��`T`--- �TV'3�4 0 �! I I I i r_ DATE: 12-6-09 T f - I _ - -- — — — DR. BY: TMM �1_., iI 1_TL-__ - T.-r= ���-,�T ,-_ ���- T1- _ T-�1 • Prr I a--8u POURED CONCRETE , SCALE: AS NO TED O CHEEK WALL.TO BOTTOM E _ -- -- - _ OF FOOTING `' ' "�y� C. .. POURED CONCRETE " ; ,`� � CHKD: J.S. k STOOP ABOVE. STEPS 4X4 ACQ STR P05T5 L _ -- AS REQUIRED BY GRADE FOUNDATION - CRAWL SPACE FOUND I L ON 12" DIA. P.C. PIERS - 12" P.C. FOUNDATION WALL TO ,-TYPICAL FOUNDATION CONSTRUCTION 1' TO 30 BELOW GRID W/ 36" BELOW GRADE L -1 L- - NEW 12" P.C. FDN WALL TO 3G" BELOW SIMP50N BASE (TYP) - 4" BRICK LEDGE- BRICK VENEER ABOVE -1 ! GRADE; - 12" x 24" CONTINUOUS T' FTG; STEP FOOTING - - 4" BRICK LEDGE- 4R!CK VENEER ABOVE - (2) #G REBAR AS PER NY5 - 12"X 24:' CONTINUOUS T FTG; - 5/6" ANCHOR BOLTS @ 30 O.C. CODE 2: 1 J - (3) #5 REBAR CONTINUOUS fp — SILL SEALED, —#5 PfBAR TRANSVERSE @ 24" O.C; PROJECT NUMBER SHEET NUMBER 4, - COPPER FLASHING - 5/8" A.B.'5 @ 3G" 0.C; - (2) 2XG ACQ TREATED SILL PLATES - SEAM SEAL - P,-10 RIGID PERIMETER INSULATION - COPPER FLASH BETWEEN FDN t 0823 Proposed West Side Elevation - (2) 2X6 ACQ SILL FLAT ES =i1LE: U