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HomeMy WebLinkAbout37344-ZPermit #: 37344 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permission is hereby granted to: Date: 7/5/2012 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 D At premises located at: 1025 WEST COVE ROAD CUTCHOGUE SCTM # 473889 Sec/Block/Lot # 111.-3-15 Pursuant to application dated To expire on 1/5/2014. Fees: 5/14/2010 and approved by the Building Inspector. PERMIT RENEWAL Total: Building Inspector $1,618.00 $1,618.00 PaRiOMINGI c3 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 Permission is hereby granted to: R 7 L DAVERSA 1025 WEST COVE RD CUTCHOGUE,'NY 11935 for : Nab" Qu i L.: I 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 County Tax Map No. 473889 Section 111 pursuant to application dated MAY CUTCHOGUE Block 0003 Lot No. 015 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 _k FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) L - --------'---------------- FOUNDATION (2ND) z -- O C�• . 4> LA y H H . ROUGH FRAMING & PLUMING • INSULATION PER N. Y. STATE ENERGY CODE . a1 H k FINAL ADDITIONAL COMMENTS v O 1 p z I�� C7 �d TOWN OF SOUTHOLD BUILDING DEPARTMENTS TOW 'HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined / , 20 1,0 Approved, ! 20I'D Disapproved a/c Expiration I< 20 ff E C E � ll E JAN 2 6 2010 BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 3 S SS�3 Do you have or need the following, before applying? t� Board of Health �j 4 sets of Building Plans Planning Board approval -5) Survey _ -3j Check 4W Allr .7- Re -VI ]Septic Form -awn clerk_ —�N.Y.S.D.E.C.i.T'vn --Trustees 6C zv-7 t"Cler-Fe11__ Flood Permit . -�`�torm-Water Assessment Form w Lw�i Contact: P 1, Mail to: Phone: Building Inspector TION FOR BUILDING PERMIT Date ,4 �u (�.t t � , 2046 INSTRUCTIONS BLDG. DEPT. LTOWN OF SP THOLQ a. iVIUsI UIZ; k 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. X (Signature of applicant or name, if a corporation) tu f1 n u Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premisesca.n-- (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: 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 1 i I, ob Block 03,00 Lot O 1Soe,y Subdivision n1�sc�« ��,'�,�- Cj) jD ftcp j+jp�, Filed Map Not ot �ffa 2. State existing use and occupancy of premises and intended use and occupancy of propos* construcft-ff: � a. Existing use and occupancy VTLcQ,,-r 3 b. Intended use and occupancy o ne 4ML-w Ire -&I CAe-yncC Nature of work (check which applicable): New Building X Addition Repair Removal Demolition Other Work_ 4. Estimated Cost 7 Fee Alteration (Description) (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. 11 Ir, Dimensions of existing'structutes, if any: Front b[6&) do Rear Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height © Num Dimensions of entire new construction: Front L a t Rear_ Height Number of Stories 9. Size of lot: Front 'id Rear 5V—L--Depth Depth e� pf Stories qi q _ � 6 Depth .0 rc-l� 0 ICE. 10. Date of Purchase Name of Former Owner / l C� T" 9 D i ,� n u ►1Te_ 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-)�- 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! lrsct Address -A eeed 1l-, eosua n �Plione 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 or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ? * IF�YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation} at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. FL-OfL, D Fq STATE OF NW-Y6fM) n SS: COUNTY OF P/%UH 13CAS"S: RA N d E- 2_ 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 -1-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•° BontledThruNotary PublicUndenvriters 0 S day of TAt-3 k:." 20 1 l7 Notarylic Signature of Applicant TOWN OF SOUTPHOLD BUILDING DEPARTMENT TOWN HAL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 Examined 20 Approved / / 20 Disapproved a/c Expiration PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.0 Trustees_ Contact: Mail to: Phone: 0►. a. This application MUST be complete y filled 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, w/jregMions, and to admit authorized inspectors on premises and in building for necessary inspecti� ture of applicant or name, if a corporation) o (Mailing address of applicant) State (whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1 r Vl�� 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. Location of land on which proposed w rk will, be e: (oaf— House Number Street Hamlet County Tax Map No. 1000 Section (I � .� �� Block 021-- dC� `' , " 'Cil�l', I Subdivision R -O, 5 L���v�s .©>-L, Lpt..Olz„ �s,�t,1k��Uzl; :J:16dc� � � Filed Map No. X14 t3 � r ,a I t 0 AM OC ( ame) A .V� 2� +r. }oi,bt,,, s..`: - 1 � N (a „i.:�---- P a 5 a t C9 -ac re -e0 rte. 2.. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy_ 3.. Nature of work (check which applicable): New Building 'Addition Alteration Repair Removal . Demolition Other Work 4. Estimated Cost Fee (Description) ' (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 ofeach 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 newconstruction: 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 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, SOUTHOLD7OWN 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 suryey. 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 LYNDA M b0BN NOTARY PUBLIC, State'of Newyork NO. 01 1306020932;,,Suffolk County Term Expires Mar6h'8, 20,6%q dog Town of Southold � Erosion, Sedimentation & Storm -Wafer Run -of ASSESSMENT FORM PROPERTY LOCATION: C,T,M1(.#: t 1 THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A l l l : 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 (4) for each Question is Required for a Complete Application) Yes No 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 NEW YORK, COUN'T'Y OF . SS That I, . LLAA21.0.... ............................ ............ being duly sworn, deposes and says that he/she is the ppucant for Permit; (Name of individual signing Document) And that he/she is the .��(i%.� ...: Q.... 5 `. ..:........�D Z W ,,.G01/E�.j.�.:.....� C�(��U � (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 belies; 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 'sic: /... NOTARY PUSIX, Ststsd t Ycfk ft..01fM6M1 .......... Quavad irrNmw Call* (Signature of Applicant) , 1S a0 '`lcx FORM - O Will this Project Retain All Storm -Water Run -Off Generated by a Two (2") Inch Rainfall on Bite? (chis 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? Z F-1 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 � /Is this Project within the Trustees jurisdiction or within One Hundred (100') feet -of a Wetland or Beach?V 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to 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 NEW YORK, COUN'T'Y OF . SS That I, . LLAA21.0.... ............................ ............ being duly sworn, deposes and says that he/she is the ppucant for Permit; (Name of individual signing Document) And that he/she is the .��(i%.� ...: Q.... 5 `. ..:........�D Z W ,,.G01/E�.j.�.:.....� C�(��U � (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 belies; 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 'sic: /... NOTARY PUSIX, Ststsd t Ycfk ft..01fM6M1 .......... Quavad irrNmw Call* (Signature of Applicant) , 1S a0 '`lcx FORM - O 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. 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 (S CTM # 111-3-14) pursuant to Article II Section 100-25, which states; "Merger. A nonconforming lot shall merge with an_adiacent 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." CC: file, Z.B.A. 4 jt, �2� "APPEALS BOARD MEMBERS i ) Ruth D. Oliva, Chairwoman Gerard P. Goehringer James Dinizio, Jr. V Michael A. Simon Leslie Kanes Weisman V'\ OF SOU�yo� http://southoldtown.northfork.net Mailing Address: Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS ----- TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 i0l JUN 7 2006 il� FINDINGS, DELIBERATIONS AND DETERMIN TNMEETING OF APRIL 13, 2006 D '' —I ` 8 a ZBA Ref. No. 5844 — IRMA VOIGT Street & Locality: 1025 and 1125 West Cove Road, Cutchogue CTM 111-3-(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+i- square feet since 1998 and continuously to the present date. The applicant has entered into two separate contracts of sale (with conditions) on January 11, 2006, to sell the westerly and easterly portions of the applicant's 59,400+/- square foot parcel (CTM 14 and 15), after the property had merged. Proof was not submitted to show that a waiver will avoid an economic hardship. The applicant indicated that the property would become more valuable if the lot waiver were granted, but the record does not show that there is an economic hardship for the property to remain as one lot of 59,400+/- square feet. Information was Page 3 — April 13, 2006 . Appl. No. 5844 — Irma Voigt ` CTM 111-3-14 and 15 (merged/combined) submitted indicating that Mrs. Voigt wishes to sell the property (CTM 14 and 15) which will be more valuable in an unmerged state rather than merged. The town's assessment records show that CTM 14 was sold for $79,000 in 1979; and CTM 15 was sold for $10,000. The applicant submitted information indicating' that the taxes, paid for the 2004-2005 tax year, were $6,476.46 on the entire premises with a 6500 combined assessment value. There is no proof demonstrated in the record to show that the westerly portion of the applicant's property was maintained separately for purposes of building a new single-family dwelling: No application to an agency for building or other authorization was filed by the owner(s) for over 10 years was offered. There also was no proof demonstrated to show the value of the property as exists with the merger to support applicant's claim of economic hardship. The applicant states that the estimated value of the property as exists is valued at $622,000, but that the property would become more valuable if sold under the contract of sale and if a waiver to unmerge were granted. Applicant is not obliged to sell when someone has a desire to unmerge the properties for the purpose of acquiring the vacant portion of the premises or to provide a benefit for increased income. 3. No evidence was submitted by applicant with regard to environmental impacts and potential effects under Section 100-26A(4). Neighboring adjacent lots are already developed and improved with dwellings. The Board is not willing to create additional future lots, increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. Also, the lot nonconformities requested by applicant would create lots of sizes only meeting 25%, or less, of the code requirement of 40,000 square feet each, since one - acre zoning requirements in effect since the applicant's last purchase (in 1978 for CTM 14). Although there are several nonconforming lots in the area, there are also lots which meet or exceed the minimum 40,000 square foot requirement. The development consists mainly of lots already developed with single-family dwellings in this neighboring area. To create (unmerge) additional lots that do not conform to the zoning requirements and that have been merged for a continuous period of time will result in increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. The Board is not willing to create additional nonconforming lots for future, increased number of dwellings, increased traffic, increased water and sanitary demands, and other related environmental effects. RESOLUTION/ACTION: On motion by Chairwoman Oliva, seconded by Member Weisman, it was RESOLVED, to DENY the requested Lot Waiver to unmerge CTM 111-3-14 from CTM 111-3-15. VOTE OF THE BOARD: AYES: Members Oliva (Chairwoman), Simon and Weisman. (Members Goehringer and Dinizio abstained.) This Resolution was duly adop d -0-2). Ruth D. Oliva, Chairwoman / /06 Approved for Filing Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 MEMORANDUM BUILDING DEPARTMENT TOWN OF SOUTHOLD 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 Fax(631)765-9502 Telephone (631) 765-1802 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. ' " 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). n Encs. Commonwealth Land Title Insurance Company 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 CONFIRMATION Title No: RH05304792 Applicant: J. Kevin McLaughlin, Esq. Order Type: Informational 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: Sales Rep: Robert Gaffga Date of Application: December 20, 2005 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 #_ I,IIIDl' To: J. Kevin McLaughlin, Esq. Winds Way Professional Center 44210 Route 48 P.O. Box 1210 Southold, NY 11971 Invoice Date: 12/20/2005 File Number: 05304792 Phone: (631) 727-7760 Fax: (631) 727-7818 Customer #: 879 From: Commonwealth Land Title Insurance Company 185 Old Country Road, Suite 2 Riverhead, NY 11901 (631) 727-7760 Regarding: 1025 West Cove Road Nassau Point, NY 11935 Record Owner: Irma Voigt Description Liability Amount Amount', Total 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 1 Lai 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 ($25,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 1025 West Cove Road, Nassau Point, NY 11935 District: 1000, Section: 111.00, Block: 03.00, Lot(s): 015.000 County of: Suffolk T/O Southold Commonwealth Land Title Insu ance Company BY: Q&,/ Robert Gaffga Vice President Title Number: RHOS304792 Dated: December 1, 2005 Page 1 of 6 CHAIN OF TITLE FOR SUBJECT PREMISES Chain Of Title For Adjacent Premises Title No: RHOS304792 District: 1000 Section: 111.00 Block: 03.00 Lot: 015.000 Grantor: John Johnstone and Evelyn Johnstone, his wife Grantee: Irma Voigt Dated: 3/8/1978 Recorded: 03/13/1979 Liber: 8595 Page 73 LAST DEED OF RECORD Commonwealth Land Title Ins ante Company BY: a&-t'f Robert Gaffga Vice President Single and Separate Search Subscribed and Sworn to this 27th day of December, 2005. Notary Publigkiarfz'�biic,Sinrf) N -? r';viz a01 ' f'eufflri?f5Si4`8 �X;%if�J ,)pc7, a I, .�-�`-i Chain Of Title For Adjacent Premises North Title No: RHOS304792 District: 1000 Section: 111.00 Block: 03.00 Lot: 006.000 Grantor: John R. Dempsey, Inc. Grantee: David F. Pascoe and Bonnie L. Pascoe, his wife Dated: 12/2/1982 Recorded: 12/07/82 Liber: 9281 Page 279 LAST DEED OF RECORD Commonwealth Land Title Ins nce Company BY: Robert Gaffga Vice President Single and Separate Search Subscribed and Sworn to this 27th day of December, 2005. Notary PublC�% PiibIj,S �4rilti tv;Cflz NO. 4i •i'tiab4<60 Clawed Ce Jnn , G0MMIS$W\I Expirev, Dec. a i, Chain Of Title For Adjacent Premises South Title No: RHOS304792 WEST COVE ROAD Commonwealth Land Title Insurance Company BY: a�c Robert Gaffga Vice President Single and Separate Search Subscribed and Sworn to this 27th day of December, 2005. Notary Public f�R�f�a WtMpj;blic Goffied in Sud0k Cv,Es tY 1 C «4i .sem i��.'1, �, Chain Of Title For Adjacent Premises East Title No: RHOS304792 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 BY: Robert Gaffga Vice President Single and Separate Search Subscribed and Sworn to this 27th day of December, 2005. Notary Publjc�;�6'Ir���•'°i •' No. �►i,�;� t�SJt) Qwrlfied in b�rc,•?�c Ca rsE�j 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 BY: Robert Gaffga Vice President Single and Separate Search Subscribed and Sworn to this 27th day of December, 2005. Notary :J r Standard N. Y. B. T. U. Form 8002. 5:78 -7011 _ 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. LlER'8595- PAGE ' 7 THIS INDENTURE, made the day of J, nineteen hundred and seventy-eight, BETWEEN pal fj JOHN J. JOHNSTONE, residing at 88 West CovezRoad, Nassau Point, Cutchogue, New York ,119.3 5, e 3�v 1 dtr party of the first part, and EMIL VOIGT and IRMA. VOIGT, his wife, both residing at 108 Roosevelt Avenue, Valley Stream, New York 11580, F�1.LC�i affA/ ,f Ars-CA_ Jo n J. J h tone 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 LOT or successors and assigns of the party of the second part forever, .k ,,.: ;, r, -:- : ; •.::... .� ...1.� ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being bw 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 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 6/5/53, -recorded 7/7/53 in Liber 3542 cp 126. TOGETHER with all rights and privileges, ff 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. F3$4117 a3 191 dry'I��y �,.;.ARTRANSFER ` �1 TAX MAP ^� COUNT 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 :."p4rty'-'-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 duly ecut this deed the day and year first above - i�J►�,� INPRESENCE OF: /� _! affA/ ,f Ars-CA_ Jo n J. J h tone uaEPR $595 PAGE -6 `"STATE OF NEW YORK, COUNTY OF SUFFOLK ss: On the % day of ��( 6, 197 8 , before me personally came, t John J. Johnstone to me known to be ee*ivid described iriand who executed the foregoirum nth and acknowledged that he executed the ' N6t&ff' FIANNER OLSEN Zotary Public, State of New York No. 52-2959600 Qualified in Suffolk County Term Expires March 30,191 STATE OF NEW YORK, COUNTY OF ss: On the day of: 19 , before me personally came. to me known, who, being by me duly sworn, did depose and. say that he resides -at No. that he is the of the corporation described in and which executed the foregoing instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the board of directors of said corpora- tion, and that he signed h name thereto by like order. STATE OF NEW YORK, COUNTY OF On the day of 19 , before me n personally came to me known to be the individual described in and who executed the foregoing instrument, and acknowledged that ekecuted the same. STATE OF NEW YORK, COUNTY OF ss: On the day of 19 , before me personally came the subscribing witness to the foregoing instrument, with whom I am personally acquainted, who, being by _me duly sworn, did depose and say that he resides at No. . that he knows to be the individual described in and who executed the foregoing instrument; that he, said subscribing_ witness, was present and saw . execute the same; and that he, said witness, at the same time subscribed h name as witness thereto. i joargain attb dale Mttb SECTION t WITH COVENANT AGAINST GRAN' OR's ACTS.. TITLE NO. ! , ', ' - BLOCK - - LOT- COUNTY OR TOWN JOJEINSZ'ONa TAX BILLING.ADDRESS TO. Vol STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS Dh bured by J� TITLE GUARANTEE- NEW YORK ATICOR COMPANY L,01 c 01 Ll U"l yam,/ l �; n M •, �i iv. a r Recorded'At Request of The Titie Guarahtee Company RETURN BY &AIL M- George,Lasch,, Esq.- 'ff lf L'�"'61 Nak ,� Zip No.//?O TAX MAP DESIGNATION Dm. 1000 Sec. 111. BIL. 3 Lot(s)15 N Standard N.Y. B.T.U. Form 8002• S-78 -70AI _ Bargain and Sale Deed. with Covenant against Grantor's Acts—I odividti3l or Corporation. (single sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY- LAWYERS ONLY. .. 8595 ?AGE 13 THIS INDENTURE, made the day ofA4a4,(.,,& , 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, party of the first part, and IRMA VOIGT, 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 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, lying and being }g'a.t Nassau Point, Town of Southold, County of Suffolk and State of New York, known and designated' as and: by the.. Lot .No. I. on a certain map entitled, "Revised Subdivision Property of Alonzo Jersey, being Plot 282, . 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 7/20/70 recorded 7/21/70 in Liber 6777 cp 168. 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 tottbe bay, as shown on said Map, as a right of way to the beach. 25448 E L. ,41 L, t , 3 1970 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 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 the party of the second part forever. 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 duly�executed this deed the day and year first above written. IN PRESENCE OF: vn k\/— LIGE° 85 75 PAGE 74 ,STATE OF N;7 YORK, COUrTIr OF SUFFOLK. ss: On the day of Xlw� aL 1978 ,before me personally came _ John Johnstone and Evelyn to me known to be the in ' ' al .g descr,Qbei n and who executed the foregoing strum t, and .acknowledged that they executed the �r /It No tart',Publf c 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: On the day of. 19 , before me personally came to me known, who, being by me duly sworn,. did depose and say that he resides at No. that he is the of the corporation described in and which executed the foregoing instrument; that he knows the seal of said corporation; that the sealaffixed to said instrument is such corporate seal; that it was so affixed by order of the board of directors of said corpora- tion, and that he signed h name thereto by like order. STATE OF NEW YORK, COUNTY OF Ori the day of 19 before me personally came to me known to be the individual described in and who executed the foregoing instrument, and acknowledged that ekecuted the same. STATE OF NEW YORK, COUNTY OF SS: On the day of 19 , before me personally came, the subscribing witness to the .foregoing instrument, with whom I am personally acquainted, who, being by me duly sworn, did depose and say that he resides at No. . that he knows to be the individual described in and' who executed the foregoing instrument; that he, said subscribing- witness,' was present and saw. execute the same; and that he, said witness, at the same time subscribed h name as witness thereto. . a joargain ant 9041e Mteb ' WITH COVENANT GA ST G ANTOR' ACTS SECTION TITLE No./ 3 1 57' \ BLOCK , ' - vO LOT _ • COUNTY OR TOWN JOHNSTONE y "' TAR BILLING' ADDRESS '' • - V0 J - Reror'diid-At Request of The Title'G'uarantee Company RETURN BY MAIL TO: - STANDARD FORM OF NEW YORK BOARD OF TnE UNDERWRITERS D616bwed by Jr TITLE GUARANTEE-. NEW YORK ATICOR COMPANY George Lasch, Esq. r Zip No. a sa Y :, Z � 4✓t4 a John E. SWMDeR.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. MAR 15 2010 D BLDG. DEPT. TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 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 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 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 Permit #: 37344 Permit Date: 7/5/2012 Expiration Date: 1/5/2014 BUILDING PERMIT RENEWAL LETTER Dated: 2/10/2015 Applicant: Southold Town Building Department �f�g11FFQ(�cpG P.O. Box 1179 Work Description: SINGLE FAMILY DWELLING 53095 Main Rd Southold New York 11971 (631) 765-1802 Parcel ID: 111.-3-15 Permit #: 37344 Permit Date: 7/5/2012 Expiration Date: 1/5/2014 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. Iz VA / fViA F 0 FR uc J'p :5URV YED ;:lc MA. Kla:5.54 U, rC TOW�J 0 d 10 T tl'l 0 r j r"! rT bai J e'' S,--� I i ri ii f 14 Ll rH "70 cli Ol Nil-Zil Otiotl.: l -p Nov. I A / fViA F 0 FR uc J'p :5URV YED ;:lc MA. Kla:5.54 U, rC TOW�J 0 d 10 T tl'l 0 r j r"! rT bai J e'' S,--� I i ri ii f 14 Ll rH "70 cli Ol Nil-Zil Otiotl.: l -p Nov. LOT NUMBERS REFER TO REVISED SUBDIVISION PROPERTY N OF ALONZO JERSEY BEING PLOT 282 NASSAU POINT CLUB PROPERTIES, INC. FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON APRIL 28, 1930 AS FILE NO. 763. TEST -HOLE DATA McDONALD GEOSCIENCE 9/19/07 PALE BROWN 9L TY SAND SM PALE BROWN RNE TO MMUM SAND SP � s 0 o ?s -3F VOLIC COUNTY MwAnTMENT ftrn,117 FOR APPROVAL ®SF CO NIv0 �' APPROVAL ii��8�i Q®fd �'®R a� SINGLE �FAMILV RE—:S �PiL�/ 1 3 4- o� FOR NIARRIUt°11 op DA TIE OF APPROVA 03�31 CERTIFIED TO: RANIERO DA VERSA L IDIA DA VERSA COMMONWEAL TH LAND TITLE +� INSURANCE COMPANY ry Z hti O� L TEST H 0-57 59 M q0 40T AZI 6 1 Fv_ 2p i r4 9 fE tZ 64 ? eGRO MSS GqR I Q� 1 / I OLE I I 68.7, A-,,;;,,8' 9j, / 2?s00 0�-6 1-40 SURVEY OF PROPERTY AT MASSA U POINT TOWN. OF SOUTHOLD SUFFOLK COUNTY N. Y. 1000-111-03-15 SCALE 1'=40' SEPTEMBER 26, 2007 NOV,, 17, 2008 �O 40" �4 0T -70 �c Z/C 0 s � J `0,7- 2 `M�ir'�'� bV DOM 01 fq await s amo'a" b d � , �! ,a��-i �9l,vey� EDGE OF PAVEMENT fL 47.1' 0 COVE WESIr ""(14 ®(PUMT TOR Ste1 -WEST» ��°� Elevations referenced to an assumed datum. (VACANT) I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ■=MONUMENT EXCEPT AS PER SEC7701V 7209—SUBDIVISION 2. ALL CERTIFICATIONS •=PIPE EREOF ONLY IF SAD MAP ROR COPIES BEARVALID FOR THI THE IMPRESSED MAP ANDI SEALOF THE SURVEYOR AREA=29,078 S0. FT. WHOSE SIGNATURE APPEARS HEREON. OF �'��✓ �� "• /r 4 An I.Y.S LIC. NO. 49618 ?S, P.C. AX (631) 765-1797 P. U 9 0 1230 f ER STREET SOUTHOLD, N.Y 11971—� �`¢ N TEST HOLE DATA McDONALD GEOSCIENCE 9/19/07 LOT NUMBERS REFER TO REVISED SUBDIVISION PROPERTY OF ALONZO JERSEY BEING PLOT 282 NASSAU POINT CLUB PROPERTIES, INC. FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON APRIL 28, 1930 AS FILE NO. 763. J. PALE BROWN 54L TY SAND SV PALE BROW RNE TO AJMUAJ SAND SP 1T CERTIFIED TO DA VERSA RANIERO L lnl4 DA VERSA b - - COMMOTiwLAL I l r LAPAU I I I Lt O v CERTIFIED TO DA VERSA RANIERO L lnl4 DA VERSA �, v - - COMMOTiwLAL I l r LAPAU I I I Lt INSURANCE CO&IPANY r L J/. a� LCi SURVEY OF PROPERTY r� AT NASSAU ' U POIN TOW 0F SOU HOL SUFFOI COL, QTY NY 1000-111-03-15 SEP TEAdBEiR 26, 2007 JULY 17, 2008 (certificallons) X79 EDGE PAIFJIIENT ; � 47-1' -L VE A \ (PUBllC WA (VAOANT) Elevations referenced to an assumed datum. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools.shown hereon ore from field observations and or from- data obtained from others. ANY AL TERA T70N OR ADDITION TO THIS SUR LE Y I'S A 'v"'0 -!A717 ON m =MONUMEN T OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 0 =PIPE EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CE,R77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Api +�A` �,o�� SQ. �D zOT •��je C C ,,�70 IZI� (631 1 ( C P. 0. BOO 1230 TRA VEL ER STREET GENERAL NOTES I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME, 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE TOWN OR VILLAGE PRIOR TO STARTING WORK. (IF REQUIRED) 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE TOWN OF CUTCH06UE. 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM, 6. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. 7. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT, THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 8. OMISSIONS OR ERRORS CONTAINED IN THE DRAWING AND SPECIFICATIONS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. 9. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND THE SITE SHALL BE CLEANED UP AT THE END OF EACH WORK DAY, CLEAR OF ANY HAZARDOUS CONDITIONS. 10. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED INSPECTIONS ARE CALLED FOR IN A TIMELY MANNER. II, THE CONTRACTOR SHALL ENSURE THAT ALL TRADES COOPERATE TOGETHER TO SATISFY THE PROPER COMPLETION OF WORK OF EACH OF THE TRADES. HE SHALL ADVISE THEM OF CONDITIONS NECESSARY FOR THE PROPER INSTALLATION OF EACH TRADE. WOOD FRAMING _ I. DESIGN LOADS: FIRST FLOOR - 400/SF LIVE LOAD ROOF - 454/SF - LIVE LOAD SECOND FLOOR - 30#/5F LIVE LOAD CEILING - 30#/SF - LIVE LOAD 2. DESIGN TIMBER STRESS - DOUGLAS FIR SOUTH, NO. 2 GRADE FB = 825 PSI, E = 1,200,000 PSI. 3, ALL HEADERS SHALL BE (2) 2"X6" @ 2"X4" WALLS $ (3) 2"X6" WALLS @ 2"X6" WALLS UNLESS NOTED OTHERWISE, 4. ALL HEADERS SHALL BEAR ON 4"X4" POST @ 2"X4" WALLS OR 4"X6" POST @ 2'X6" WALLS UNLE55 NOTED OTHERWISE. 5. ALL COMPONENTS SHALL BE ANCHORE=D AND CONTINUOUSLY CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT COLLAPSE OR PERMANENT LATE;AL MOVEMENT UNDER WIND FORCES. 6, FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING SHOULD BE OF CORROSION RESISTANT MATERIALS AND SHOW NO EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE THE ABILITY OF THE STRUCTURE TO RESIST WIMD EFFECTS. 7. ALL FASTENERS AND CONNECTORS INCLUDING (NAILS, BOLTS, STEEL WIND ANCHORS, AND TRUSS PLATES ARE TO BE HOT DIPPED GALVANIZED. 8. GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2x4 INCH BLOCKING ON 2 -FOOT CENTERS BETWEEN THE (RAFTERS AT EACH GABLE END FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING INTERIOR FROM EACH GABLE END. 9. MAINTAIN 2` MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING MEMBERS AND FIREPLACE OR CHIMNEY MASONRY, 10. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR BLOCKING @ INTERVALS NOT EXCEEDING EIGHT FEET. II. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE CLIPS' @ 16" ON CENTER. 12. ALL "MICRO=LAM° LAMINATED VENEER LUMBER TO BE DOUGLAS FIR AS MANUFACTURED BY TRU5 JOIST CORP. OR EQUAL. SIZES AS INDICATED ON PLANS. MICRO -LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 13. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE "SIMPSON STRONG -TIE GONNECTOPS" OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS @ CONNECTION POINTS, INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPEGIFICATIONS. 14, DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ALL OPENINGS. 15, PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD ASPHALT ROOFING I. ASPHALT SHINGLES SHALL HAVE SELF -SEAL STRIPS OR BE INTERLOCKING, 2. FASTENERS FOR ASPHALT SHINGLES SHALL 6E GALVANIZED STEEL, STAINLESS STEEL, OR COPPER ROOFING NAILS - MIN, 12 GAUGE SHANK WITH A MIN,3/8" DIA, HEAD. 3. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. GLAZING I. IDENTIFICATION. EXCEPT AS INDICATED IN SECTION 8308,1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION 8308.4 SHALL BE PROVIDED WITH P1 MANUFACTURER'S OR INSTALLER'S LABEL, DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFTEY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS VISABLE IN THE FINAL INSTALLATION. THE LABEL SHALL BE ACID ETCHED, SAND BLASTED, CERAMIC -FIRED, EMBOSSED MARK, OR SHALL BE OF A TYPE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. EXCEPTION: TEMPERED SPANDREL GLASS MAY BE IDENTIFIED BY THEMANUFACTURER WITH REMOVABLE PAPER LABEL =TER x TOP PL,4TE Hip Rafter Connection STEEL I, ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". STEEL SHALL CONFORM TO ASTM A-36 AND A-501 CONCRETE AND MASONRY I. ALL FOOTINGS SHALL BEAR ON VIRC-IN OR UNDISTURBED SOIL OF 2,000 PSF BEARING CAPACITY. THE CONTRACTOR SHALL VERIFY THE LEVEL OF ACCEPTABLE BEARING STRATA IN THE FIELD, 2. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS OF ACT -301-84. "SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS" (fc=3,500 PSI), REINFORCING STEEL, IF ANY, SHALL CONFORM TO ASTM A-615 GRADE 60. 3. ALL MASONRY UNITS SHALL BE CLEANED OF ANY DIRT OR DUST PRIOR TO INSTALLATION TO ENSURE A SECURE AND PROPER BOND. MECHANICAL -- - - __-- I. RADIATORS AND BASEBOARD CONVECTORS SHALL BE LOCATED BELOW WINDOWS WHERE POSSIBLE OR ADJACENT TO DOORS AND WINDOWS. SIZE OF CONVECTORS TO BE CALCULATED BY THE PLUMBING AND/OR HVAC CONTRACTOR. 2. FIRST AND SECOND FLOORS SHALL BE ZONED SEPARATELY. 3. HVAC DUCTS TO BE HIDDEN WITHIN WALLS AND CLOSETS WHEREVER POSSIBLE. FINAL LOCATIONS SHALL BE APPROVED BY THE ARCHITECT 4. EXDI)OSED 08 IN CRAWL SPACES OR ATTIC AREAS SHALL BE INSULATED. N.Y.S. ENERGY CODE STATEMENT I. THE ARCHITECT HAS EXAMINED THESE PLANS AND SPECIFICATIONS AND, TO THE BEST OF HIS KNOWLEDGE, THEY COMPLY WITH THE REQUIREMENTS WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. CARPENTRY - I. ALL LUMBER SHALL BE NUMBER 2 DOUGLAS FIR OR 1,200 PSI HEM -FIR. 2. ALL JOISTS SHALL HAVE SCLID BRIDGING AT 6_0" O.C. 3. ALL EXTERIOR AND BEARING WALLS SHALL HAVE "GATS" AT MIDPOINT. ALL DOOR OPENINGS, ARCHES, AND WINDOWS SHALL HAVE "CATS' ON EACH SIDE, 4. ALL PLATES AND SLEEPERS SHALL BE PRESSURE TREATED LUMBER, 5. UNLESS OTHERWISE NOTED, ALL PLATES ARE TO BE SECURED TO THE FOUNDATION WITH �" DIAMETER GALVANIZED "J" BOLTS @ 4'-0" O.G. 6. ALL PLATES AND SLEEPERS OR ANY OTHER WOOD IN CONTACT WITH CONCRETE, CONCRETE BLOCK, MORTAR, SOIL, TERMITE SHIELDS, ETC. SHALL BE PRESSURE TREATED LUMBER. 7. ALL PLATES SHALL SIT ON ALUMINUM TERMITE SHIELDS. 8. ALL OPENINGS SHALL BE DOUBLE FRAMED, ALL AROUND. 9. TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE, PRESSURE TREAT -D, 40 YEARS MINIMUM. 10. ALL JOISTS ALIGNED WITH PARTITIONS ABOVE SHALL BE DOUBLED. 11, UNLESS OTHERWISE NOTED, ALL OPENINGS SHALL HAVE MINIMUM 2-2X8 '1EADERS WITH 1' PLYWOOD PLATES, GLUED AND SPIKED BETWEEN THE MEMBERS, 12. ALL WOODEN HEADERS SHALL BEAR ON 4X4 POSTS, MINIMUM, 13. ALL FLITCH PLATE HEADERS SHALL BEAR ON 4X6 POSTS, MINIMUM. I. UNLESS OTHERWISE NOTED, ALL MOLDINGS AND FINISH MATERIALS SHALL MATCH EXISTING AS CLOSELY AS POSSIBLE AND SHALL BE APPROVED BY THE OWNER. 2. ALL SHEETROCK SHALL BE POWER -SCREWED IN PLACE, ALL SHEETROCK JOISTS SHALL BE TAPED AND SPAGKLED WITH THREE COATS OF JOINT COMPOUND, SANDED AND READY FOR PAINT. 3. PLYWOOD SUB -FLOORS SHALL BE POWER -SCREWED DOWN TO JOISTS OR SLEEPERS. 4. ALL TUBS AND SHOWER ENCLOSURES AND PLATFORMS SHALL BE COVERED WITH "WONDERBOARD". ALL OTHER BATHROOM WALLS SHALL BE COVERED WITH WATER-RESISTANT (BLUE) SHEETROCK. 5. IN AREAS WHERE WALLS ARE REMOVED, FINISH FLOORS SHALL BE "TOOTHED -IN" TO MATCH EXISTING FINISH FLOORS. 6. UNLESS OTHERWISE NOTED, ALL CLOSETS SHALL HAVE A POLE HUNG AT 5-6" WITH A SHELF OVER THE POLE. 7. ALL NEW WORK SHALL RECEIVE ALUMINUM GUTTERS AND LEADERS, 8. UNLESS OTHERWISE NOTED, ALL NEW BATHROOMS SHALL HAVE A TOWEL BAR, TWO SOAP DISHES, A TOOTHBRUSH HOLDER AND A TOILET PAPER HOLDER, MINIMUM. 9. UNLESS OTHERWISE NOTED, ALL NEW POWDER ROOMS SHALL HAVE A TOWEL BAR, SOAP DISH, TOOTHBRUSH HOLDER AND TOILET PAPER HOLDER, MINIMUM. ELECTRICAL I. ALL ELECTRICAL WORK SHALL BE DONE AS PER GOVERNING LOCAL CODE. 2. ELECTRICAL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED AS PER NEW YORK STATE CODE REQUIREMENTS, 3. EXISTING ELECTRICAL SERVICE SHALL BE RELOCATED AS REQUIRED TO FACILITATE NEW CONSTRUCTION. LOCATION SHALL BE APPROVED BY THE ARCHITECT AND/OR OWNER, 4. ELECTRICAL SERVICE SHALL BE UPGRADED TO ACCOMODATE THE NEW CONSTRUCTION AND REPLACED WERE DEFICIENT 5. ANY ALUMINUM WIRING ENCOUNTERED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED WITH STANDARD DX OR ROMEX WIRING. PLUMBING L EXISTING HOSE BIBS SHALL BE RELOCATED AS REQUIRED. 2. UNLESS OTHERWISE NOTED, ALL PLUMBING SHALL BE AMERICAN STANDARD OR KOHLER. 3, PLUMBING PERMIT TO BE FILED SEPARATELY BY THE CONTRACTORS PLUMBER. 4. COPPER PIPING SHALL BE USED FOR ALL WATER SUPPLY. ASPHALT FELT PAPEF SHINGLE CAP -- -= - LI N0 I - ATTACHMENT F SHEATHING - =- L- TO ROOF AMIN6 LINK# 2 - G NNECTION OF RAFTER + THE TOP OF WALL TOP PLATE _ TOP OF PLATE _� ELEVATION VARIES LINK# 5 - CONNECTIONHEADER TO ADJACENT EX IOR WALL LINK# 6 - CONNECTION OF WALL TO FLO FRAMING FINISH SECOND FLOOR_ _ NATION +8-10"- LINK4 5 - CONNECTION HEADER TO ADJACENT EX IOR WALL LINK# 6 - CONNECTION O=IWALL TO FLOOR FMING FINISH FIRST FLOOR _ LEVATION +0'-0" GRADE LINK# 8 - CONNECTION OF ALL TO FOUNDATION i LINK# 3 - CONNECTIO OF TOP -PLATE 0 STUD III -LINK# 4 - GOA, ECTI ON OF SHEATHING TO -LINK# 3 - CONNECTION OF TOP -PLAT�T ---LINK# 4 - CONNECTION SHEATHIN6 0 HEADER LINK# 7 - CONNECTIF JOIST TO PLATE Critical Load Path N.T.S. DRAWING IS DIAGRAMMATIC ONLY b IS NOT REFLECTIVE OF ACTUAL MEMBER SIZES OR TYPES. FOR THIS PARTICULAR PROJECT SEE FLOOR PLANS d SECTIONS, 3 Hurricane ClipDetail CS 1 SIMP50N STRONG -TIE - (H-2) .OIL STRAPPING @ 16" OC 'SON STRONG TIE" 'LY ROOF THING (TYR) Al LSU28 HANGERS or Ridge Vent W/ Strap Detail SIMPSON STRONG -TIE - LSi12b HANGERS 18" MIN. �- LSU28 HANGERS 4 Ridge strap/ teco ��PER1MPSON STRONG -TIE RAFTER INSTALLED UNDER PLYWOOD WITH CEILING COLLAR TIES AT 32" O.C. 0520 x 18" MIN. WITH (7) IOD COMMON NAILS Simpson Strong -Tie At Cantilever 5IMP50N STRONG -TIE - (H-2.5) ROOF BOARD N.T.S. AFTER TIE - BLOCKING 2 BAYS - BACK @ 4'-0" O.C. A ATTI BLOCKING 2 BAYS BACK @ 4-0" O.C. SECOND BLOCKING 2 BAYS BACK @ 4-0" O.C. FIR5T FLOOR TRAP TIE TRAP TIE STUD TO FLOOR CONNECTI ON BLOCKING 2 BAYS J / BACK @ 4-0" O.G. Gable End Wall Bracing N.T.S. SIMPSON STRONG -TIE ( 516 CONNECTOR - USE 22 - IOd x 1 1/2 GALVANIZED NAILS - PROVIDE MINIMUM I" END DISTANCE EQUAL NUMBER OF SPECIFIED NAILS IN -7-TO-17- MIN, -!0„MIN, NOTE: STRAP TIES TO BE PLACED AT 16" O.0 ap RooflWall Tie Detail Typ. Str ICE d WATER SHIELD TO BE 2" TOP LAP 24" FROM EDGE OF ROOF MET. DRIP 4" TOP LAP EDGE OVER FEPTD _ UNDERLAYMENT 15 LB ALONG RAKE - ASPHALT FELT 1" WOOD �D (VARIES) METAL NAILING 9" STARTER STRIP OR COURSE OF SHINGLES INVERTED START FIRST COURSE WITH FULL STRIP START THIRD COURSE START SECOND WITH FULL STRIP COURSE WITH FULL MINUS FIRST TAB STRIP MINUS 1/2 TAB NOTE: ALL ROOF SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. FASTENERS SHALL BE MIN. 12 GAUGE SHANK GALVANIZED NAILS W/ MIN. 3/8" DIA. HEAD Asphalt Roof Shingle Detail. RIDGING 1/2" SPACING ALLOWS I0@ TIE - (H-2.5) HOLDOWN INSTALLATION—/ ENDWALL --- - ..I1�CORNER STUD CONNECTED TO TRANSFER SHEAR F - HOLDOWN . • 2-16d COMMON NAILS @6" SIMPSON- LTT 131 O.C. 16 Typical Corner Stud Holdown Detail CSl AILING SCHEDULE ' ,icod Frame Construction Manual Icic35 SBC High Wind Edition TABLE 3. Joint Description I - Number c Nails Nail Spacing - ROOF FRAMING Rafter to Top Plate ( Toe -nailed) 3 - 8D per rafter Ceiling Joist to Top Plate (Toe -nailed) 3 - 8D per joist Ceiling Joist to Parrallel Rafter (Face -nailed) 4 - 16D each lap Ceiling Joist Laps over Partitions (Face. -nailed)- -- 4 - 16D each lap Collar Tie to Rafter (Face -nailed) I 4 - 16D per tie Blocking to Rafter (Toe -nailed) _ I 2 - 8D each end Rim Board to Rafter (End -nailed) 2 - 16D each end WALL FRAMING Top Plate to Top Plate (Face -nailed) 2 - 161) per foot Top Plates at Intersections (Face -nailed) 4 - 16D joints - each side Stud to Stud (Face -nailed) - _ - 2 - 16D 24" o.c. Header to Header (Face -nailed) _ Too or Bottom Plate to Stud ('Encs -nailed) 1 16D - 2 - 10 16 o.c. clong edges Per 2x4 stud ! -- - - -t - 3 16D L 4 - I6 D I 1 per 2x6 Stud I per 2x8 stud Bottom Plate to Floor joist, Bandjoist, Endjoist or Blocking (Face -nailed} --�--2 -- ---------.-_- - ! I - 6D 1,2 --- _ per foal --- - - 4 FLOOR F>r AMI M5 Joist to Si11, Top Plate or Grder (Toe -railed) I 4 - 8D_ per ;,ist Bridging to Joist (Toe-noiled) -_ I 2 - 8D each en� Blockina to Joist (Toe-ngiled) 2 - 80 ea h end I Blocking to Sill or Top Plate (Toe -nailed) - 3 - 161) each block !_edger Strip to Beam (Face -nailed) 3 - 161) each joist Joist on Ledger to Beam ;Toe -nailed) 3 - 8D per joist Band Joist to Joist (End -nailed) 3 - 16D per joist _ Band Joist to Sill or Top Plate (Toe -nailed) 2 - 16D per foot ROOF SHEAT HI NG Structural Panels 81) 6" edge/ 6" field - Diagonal Board Sheathing 1" x 6" or 1" x 8" 2 - 81) per support I" x 10" or wider 3 - 81) per support CEILING SHEATHING Gypsum Wallboard 5E) coolers 7" edge/ 10" field IG WALL SHEAT HING Structural Panels - Fiberboard Panels 8D 6" edge/ 6" field 7/16" 25/3' ----- � 6D --- 8D -- 3" ed;e / 6" field 3" edge / 6` field Gypsum Wallboard 51) coolers I edge/ 10" field Hardboard 8D 6" edge/ 6" field Particleboard Panels l 81D 6" edge/ 6" field Diagonal Board Sheathing _-- I" x 6" or I" x 8" 2 - 8r� I ter support - ---- ---- ----- - --r--- - I" x 10" or wider I 3 - 8D 1 Per Support FLOORS -- - i ---- ----U Structural Panels _ --� - I" or less _- -- _ 8D f n" Cage/ 12" field - greater than I" _ !G"v ; -6° edge / 6" field Diagonal Board Sheathing I" x o` or I" x 8" I ? 8D --�-- - 4 - 1 per Support _ I" x 10" or wider - _ _ 3 - 8D 1 I per Support I. Nailing requirements are based on wall sheathing nailsd Con -center at the panel edge. If wall sheathing is nailed 3" on -center oth the panel edge to obtain higher shear copocities, nailirg requirements For structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path. 2. When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1 - 161) nail per Foot. 1 nd-Bourne Debris Protection PROPOSED NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. PLUM ALL PLUMBI !t Cutchogue, NY & WATER LI 11 TESTING BEFO. _ RIIAIN�^_ AI I r+l ry OF FOUNDATICM LOCATION HAS BEEN APPROVED. REVISIONS�PPROVED A EAE: DATE- '/ J �� B.P. FEE:-aj,-L, �BYzz_-zj ...W..•- NOTIFY BUILDING DEPAQ I'MEN'r AT 765-1802 8 AM TO 4 P'rry FOR THE FOLLOWING INSPECTIONS 1. FOUNDATION • TWO REQUIRED FOR POURED CONCRETE 2. ROUGH • FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3. INSULATION 4. FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C.0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEVV YORK STATE NOT RESPONS!6LE FOR DESIGN OR CONSTRUCTION ERRORS. FSE IP,!i'! STORM WATER RUNOFF PURSUAI'\IT TO rP.APTER 236 OFTHE 1`, 0CCUF; I1 t USE IS U, HTi1=KATE CY ALL CONSTRUCTION SHALL fJEE'I T:` E REQUIRIEk;Pi j 70 OF THE CCDES OF NEW YORK S FATE. IA UNDE�V'>r�ITESS REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOL DER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1 % LEAD. 1 G a v^JASTE : NEED .0V.EP!NG BOULEVARD PLANNING P.C. c ARCHITECTS ENGINEERS a 671 Franklin Avenue Garden City, NY 11530 p Telephone Fax 516-877-0400 516-746-8622 I? 516-877-2001 516-741-5895 Internet: wN�.blvdplan.com F a: THs table is based on 100 mph wind speeds and a 33 -foot mean roof height. b: Fasteners shall be installed at opposing ends of the wood structural panel. THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE C: Nails shall be IOd common or 12d box nails. / AND ARE TIIF. PROPERTY OF BOULEVARD PLANNING P.C. d: Where screws are attached to masonry or masa q/stucco, they shall be attached utilizing vibration-resistont anchors INFRINGEMENTS WILL BE PROSECUTED. having a minimum Otatrite 4thdrawl capacity of 490 pounds. ; ' z 12 \ Desi �n Crite , a S CS 1 AMERICAN FOREST AND PAPER ASSOCIATION (AFtPA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS (WFCM) IPPS HIGH WIND EDITION CLIMATIC A_ND GEOGRAPHIC DESIGN CRITERIA. -- - GROUND SNOW LOAD 45 PSF WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS AS PER TABLE R301.2.1.2 SUBJECT TO DAMAGE FROM FASTENER SPACING FASTENER PANEL SPAN < PANFOOT AN < PANEL SPAN TYPE < 4 FOOT < 6 FOOT < 8 FOOT 1211 41 WOOD SCREWS 1611 I 16" 12n WOOD SCREWS I - PROPOSED NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. PLUM ALL PLUMBI !t Cutchogue, NY & WATER LI 11 TESTING BEFO. _ RIIAIN�^_ AI I r+l ry OF FOUNDATICM LOCATION HAS BEEN APPROVED. REVISIONS�PPROVED A EAE: DATE- '/ J �� B.P. FEE:-aj,-L, �BYzz_-zj ...W..•- NOTIFY BUILDING DEPAQ I'MEN'r AT 765-1802 8 AM TO 4 P'rry FOR THE FOLLOWING INSPECTIONS 1. FOUNDATION • TWO REQUIRED FOR POURED CONCRETE 2. ROUGH • FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3. INSULATION 4. FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C.0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEVV YORK STATE NOT RESPONS!6LE FOR DESIGN OR CONSTRUCTION ERRORS. FSE IP,!i'! STORM WATER RUNOFF PURSUAI'\IT TO rP.APTER 236 OFTHE 1`, 0CCUF; I1 t USE IS U, HTi1=KATE CY ALL CONSTRUCTION SHALL fJEE'I T:` E REQUIRIEk;Pi j 70 OF THE CCDES OF NEW YORK S FATE. IA UNDE�V'>r�ITESS REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOL DER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1 % LEAD. 1 G a v^JASTE : NEED .0V.EP!NG BOULEVARD PLANNING P.C. c ARCHITECTS ENGINEERS a 671 Franklin Avenue Garden City, NY 11530 p Telephone Fax 516-877-0400 516-746-8622 I? 516-877-2001 516-741-5895 Internet: wN�.blvdplan.com F a: THs table is based on 100 mph wind speeds and a 33 -foot mean roof height. b: Fasteners shall be installed at opposing ends of the wood structural panel. THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE C: Nails shall be IOd common or 12d box nails. / AND ARE TIIF. PROPERTY OF BOULEVARD PLANNING P.C. d: Where screws are attached to masonry or masa q/stucco, they shall be attached utilizing vibration-resistont anchors INFRINGEMENTS WILL BE PROSECUTED. having a minimum Otatrite 4thdrawl capacity of 490 pounds. ; ' z 12 \ Desi �n Crite , a S CS 1 AMERICAN FOREST AND PAPER ASSOCIATION (AFtPA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS (WFCM) IPPS HIGH WIND EDITION CLIMATIC A_ND GEOGRAPHIC DESIGN CRITERIA. -- - GROUND SNOW LOAD 45 PSF WIND SPEED (mph) H SEISMIC DESIGN CATEGORY B SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP 11 I ICE SHIELD UNDERLAY- MENT REQUIRED REQUIRED FLOOD HAZARDS WEATFIERING SEVERE FROST LINE DEPTH 3 FT I TERMITE 1 DECAY MODERATE�.i.Avnrl SLIGHTiMODERATE� OUTSIDE 500 YR FLOODPLAIN a z PROJECT NUMBER SHEET NUMBER 0823 CS -1 4 LOT 17 LOT 18 wf� LOT 19 PROPOSED\ 5EPTIC s4. 5Y5TEM 1 500 GALLON 5EI'TIC TANK AND 8'0X 16' ED GE551,0011 LOT 20 s F n/ FEST r10LE 6 Ff os'e 579�58;2011� EDGE OF PAVEMENT EL. 47.7' FL 59.J, WEST COVE (NORTH WEST ROAD LOOP) (PUBLIC WATER IN 5TREET) Proposed Site Plan SCALE: 1 °'- 40' LOT 51ZE: 29,OG4.895qft LOT COVERAGE: PORCH- I O' x 28.75'= 287.556ft FRONT STOOP- 13.75 x 5' = G8.755cift hOU5E- 36.81 23'X 48'= 1 ,7GG.995,Jft TOTAL- 2, 1 23.245gft PERCENTAGE- 2,1 23.245cift = 7.3% 29,0G4.8956ft Energy Code: 2000 IECC I -oration: Cutchogue, New York Construction Type: Single Family Glazing Area Percentage: 10°10 Heating Degree Days: 5572 Construction Site: Owner/Agent: DesigneriContractor. Compliance: Maximum UA: $35 Your UA: 414 Wali 1: Woad Frame, 16" o.c. 876 19.0 0.4 I 40 Window 1: Metal FramwDouble Pane with Loin -E 99 8" X I G" CRAWL. SPACE VENTING W/ s - CORINER HOLD DOWNSLU -} 0340 34 Door 1: Solid 104 POURED CONCRETE I 0.340 35 Wall 2: Wool Frame. IT o.c. 665 19.0 0.0 CAST IRON GRILLS PER R408. 38 Window 2: Metal .-ramwDoubla Pane with Low -E 35 0.340 12 Wail 3: Wood Frame, 16' o.c. 665 19.0 0.0 �? 37 Window 3- Metal Frame:Dcubie Pane With Low -E 49 0.340 17 Wali 4: Wood Frame, 16' o.c. 456 19.0 0.0 23 Window 4: Metal Frame:Double Pane with Low -E 66 0.340 22 Wail 5: Wood Frame, 16' o.c. 432 19.0 0.0 - 22 Window 5: Metal Frame:Doubte Pane With Low -E 67 -SLLSEALER 0.340 23 Floor 1: All -Wood Joist[Truss:Over Unconditioned Space 1635 3D.0 0.0 54 Ceiling 1: Flat Ceiling or Scissor Truss 1505 30.0 0.0 53 Ceiling 2: Cathedral Ceiling (no attic) 109 30.0 0.0 4 Compliance Statement: The proposed building design described here is conslstent with the building plans, specifications, and other 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. Name - Title Signature Date t7ata Filename• E:113©ULEVARik PLANNtNG18P - WC}RK 200814823 -Daversa Residencelmisc fi;eslRESCHECK.rck Page 1 of 1 0 8'-8" - - - (2)2X 10 ACQ (2)2X 10 ACQ - n 0. oU X1_ W Z - (2)2X 10 ACQ - -(2)2X 10 ACQ p Is -- CORNER HOLD DOWNS `-' �0 AT EACH CORNER X_ SEE CS -1 (TYP.) uJ 2X_G ACQ LEDGED, BOARD - z F 28'-9" 4X4 ACQ 5TR P05T5 ON 12" DIA. P.C. PIERS TO 3G" BELOW GRD W/ SIMP50N BASE (TYP) nElEl ' a ' ----- ---- ---- 2G'-9" - - -- -- I NIS o 0 UNEXCAVATED 8" X I G" CRAWL. SPACE VENTING W/ s - CORINER HOLD DOWNSLU -} ; z AT EACH CORNER SEE C5-1 (TYP.) POURED CONCRETE I :i PP .• I� --- - - 40-O" - -- — II I CRAWL SPACE FOUNDATION STEP FOOTING AS PER NY5 CODE 2:1 - - - 18" X 24" �,CCE55 PER 8408 II i I I I I i I ,• F_ --DOUBLE UP FRAMING r - - - "- i AROUND STAIRWELL ---- R-30 BATT IN5UALTION ----- I - - - - - -� I - -� X b ---- I I I � � I z FURNACE HW T01 BE 18" ABOVE SLAB, I o ' I URNAC 32'--1 I " -- — --------- --- 1 ; i i I . I ° ° M 1 —CORNER HOLD DOWNS __ - FI _I _ LL SOl D O- AT EACH CORNER I � STEP FOOTING 5EE C5-1 (TYP.) en `-AS PER NYS CODE 2:1 101-711 I 20'-1 1 " • 13'-9" A 4 1 --8" X I G' CRAWL SPACE VENTING W/ - 12" P.C. FOUNDATION WALL TO 8" X I G" CRAWL. SPACE VENTING W/ ; OF FOOTING POURED CONCRETE CAST I ON GP.ILIS PER -> AS REQUIRED BY GRADE 3G" BELOW GRADE #G REBAP CAST IRON GRILLS PER R408. 13'-4" N �? - (2) - 5/8" ANCHOR BOLTS @ 30 O.C. '— - �t N= -SLLSEALER - COPPER FLASHING I - z U - (2) 2XG ACQ TREATED SILL PLATES - R- 10 RIGID PERIMETER INSULATION �- - R-30 BATT IN5UALTION ---- - - - B A-5 STEP FOOTING AS PER NY5 CODE 2:1 - - - 18" X 24" �,CCE55 PER 8408 II i I I I I i I ,• F_ --DOUBLE UP FRAMING r - - - "- i AROUND STAIRWELL ---- R-30 BATT IN5UALTION ----- I - - - - - -� I - -� X b ---- I I I � � I z FURNACE HW T01 BE 18" ABOVE SLAB, I o ' I URNAC 32'--1 I " -- — --------- --- 1 ; i i I . I ° ° M 1 —CORNER HOLD DOWNS __ - FI _I _ LL SOl D O- AT EACH CORNER I � STEP FOOTING 5EE C5-1 (TYP.) en `-AS PER NYS CODE 2:1 101-711 I 20'-1 1 " • 13'-9" A 4 0 i NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. Cutchogue, NY REVISIONS: DATE: BOULEVARD PLANNING P.C. ARCHITECTS ENGINEERS 671 Franklin Avenue Garden City, NY 11530 Telephone Fax 516-877-0400 516-746-8622 516-877-2001 516-741-5895 Internet: www.blvdplan.com THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE TI IF �PROPERTY OF BOULEVARD PLANNING P.C. INFRINGEMENTS WILL BE PROSECUTED. DATE: 12-5-09 DR. BY: TMM SCALE: AS NOTED CHKD: J.S. PROJECT NUMBER SHEET NUMBER 0823 A-1 r n 1 I =8" POURED CONCRETE CHEEK WAL L.TO 60TTOM OF FOOTING POURED CONCRETE 51 OOP ABOVE. 5TEP5 AS REQUIRED BY GRADE i 13'-4" 0 i NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. Cutchogue, NY REVISIONS: DATE: BOULEVARD PLANNING P.C. ARCHITECTS ENGINEERS 671 Franklin Avenue Garden City, NY 11530 Telephone Fax 516-877-0400 516-746-8622 516-877-2001 516-741-5895 Internet: www.blvdplan.com THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE TI IF �PROPERTY OF BOULEVARD PLANNING P.C. INFRINGEMENTS WILL BE PROSECUTED. DATE: 12-5-09 DR. BY: TMM SCALE: AS NOTED CHKD: J.S. PROJECT NUMBER SHEET NUMBER 0823 A-1 r n Proposed First Floor Plan SCALL: 1//4"=1'-0" ANDERSEN WINDOW � EXTERIOR DOOR SCHEDULE TAG QTY. MODEL # ROUGH OPENING LOCATION STYLE A I (2)TW304 10 G'-44" x 5'-057" M. BEDROOM TILT-WA51­1 DOUBLE HUNG B 3 TW30410 3'-28" x 5'-07" LIVING ROOM TILT-WA`'H DOUBLE ^HUNG — -- - C 2 TW 182 10 1'-1 OS' x 3'-0e" M. BATH 2 Br\TH TILT-WA5111 DOUBLE HUNG D 4 TW242 10 2'-68" x 3'-08" 2ND FLOOR BATI.1 KITCHEN TILT -WASH DOUBLE HUNG E I (2)TW282 10 5'-88' x 3'-O8" KITCHEN TILT-WA5H DOUBLE HUNG --- - F I TW243G 2'-G8" x 3'-88" GARAGE TILT-WA5H DOUBLE HUNG G 1 (2)3'-0" DOORS (2)F5WL 136(5 8'-G" x 0-8" FRONT DOOR 15'-7" x 1 3'-1 1" H I fWH90G85A5R 9'-0" x G'-8" DINING ROOM _ FRENCHWOOD HINGED PATIO DOOR I 1 3'-0" DOOR 3'-O" x G1-8" HALL DOOR J K 3 G (2)TW304G TVV 3 0 4 G T31-21 G'-44" x 4'-88" 11 x 4'-8g " BEDROOM 1,3 *4 BEDROOM 1,2,- *4 TILT-WA51'1 DOUBLE HUNG TILT-1�JA5H DOUBLE HUNG L 2 5E5435 5'-5" x G'- 15i FOYER * DINING 5PRINGLINE M 2 G32 3'-0" x I'- I I" BASEMENT _ GLIDING NG HOR. t VERT. ROOM / WINDOW CALCULATION ROOM DIMENSION ROOM 50. IT. CLEAR OPENING I to DINING ROOM I G'-2" x 14'-9" 238.04 39.14 1 G.4 FRONT FOYER 1 11-211 x 1 3'-1 O" 1 54.8G 33.84 21.9 LIVING ROOM 1 2'-1 O" x 14-9" 188.71 12.34 G.5 KITCHEN 13'-1 O" x 14'-9" ,a 1 1.02 5.3 MASTER BEDROOM 121-1 I " x 17'-5" 228.95_ 1 2.34 5.3 NG HOR. t VERT. ROOM / WINDOW CALCULATION ROOM DIMENSION ROOM 50. IT. CLEAR OPENING % DINING ROOM I G'-2" x 14'-9" 238.04 39.14 1 G.4 FRONT FOYER 1 11-211 x 1 3'-1 O" 1 54.8G 33.84 21.9 LIVING ROOM 1 2'-1 O" x 14-9" 188.71 12.34 G.5 KITCHEN 13'-1 O" x 14'-9" 204.08 1 1.02 5.3 MASTER BEDROOM 121-1 I " x 17'-5" 228.95_ 1 2.34 5.3 BEDROOM # 1 13'-1 1 " x 14'-3" _ 19G.23 1 7. 1 8. BEDROOM #2 1 G'-2" x 14'-1 O" 233.54 1 7. 1 7.3 BEDROOM #3 121-1 " x 13'-G" 15 1.9 1 7. 1 1 1.2 BEDROOM #4 15'-7" x 1 3'-1 1" 172.10 1 7. 1 9.9 0 PROPOSED NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. Cutchogue, NY REVISIONS:. DATE: BOULEVARD PLANNING P.C. ARCHITECTS ENGINEERS 671 Franklin Avenue Garden City, NY 115 3 0 Telephone Fax 516-877-0400 516-746-8622 516-877-2001 516-741-5895 Internet: wN w.blvdplanxom THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE TIIE PROPERTY OF BOULEVARD PLANNING P.C. INFRINGEMENTS WILL BE PROSECUTED. DATE: 12-5-09 DR. BY: TMM , a SCALE: AS NOTED CHKD: J.S. •�1g'"*. Imo. 'f FROJECT NUMBER SHEET NUMBER 0823 A-2 G'-0" CORNER HOLD DC AT EACH CORNER SEE C5-) (TYP.) 8'-G" -------TW304G--- --- TW304G ---- OF i` 5'-10" r, 51-1011 H.WS.D U Lj;A co Oma' O U N o MECHANICAL EXHAUST '<O - FAN W/ EXHAUST UA CAPACITY OF 50cfm z Q) INTERMITTENT OR 2 CONTINUOU5 UR P.00V I- 4 ED P� iu -� 14'-3" —F, 47'-4" 151-211 G'- 8" CORNER HOLD DOWNS AT EACH CORNER SEE C5-1 (fYP.) L> Ji I 5E5435 (2)TW304G (2)2x8 (2)2x 10 -- N \ N c' N U O U N 3— GOPEN TO LU— BEDROOM 3 O �' x O - z i BELOW ,,-� z Uj w — z� z� %HANDRAILS TO CODE. STYLE BIFOLD _ TO BE SELECTED BY OWNER H.W.5.D o // N o - - _ CJ'5 FLUSH INTO BEAM O � 2axGa ® C.0 28XGa 1_3/4"X 1 1-7/8" LVL 1.0E RIDGE BEA - _ p DBL JOISTS AND-' F- PULLDOWN ATTIC N z TRIMMER5 @ ACCE55 26xGa N 'I' 4D PULLDOWN L 1-3/4"X 11-1 /8" LVL B T 7--� z,o -rLILOMTNTO Dr -AM 0 -> Q N H.W.5.D CL.- �j m N CL. 4oxGa O c' OPEN TO _ O J' FOD - �68 O \ BELOW N �o ANICAL EXHAUST—' IL �' ' — F W/ EXHAUST oC } z `� CPA ITY OF 50c -fm O U // IN ERM ENT OR O v x 0 �./ 2 cfm CO'NTINUOU5 x O U G'-G"O N P�� N O 'K', -- �� � N CL. ��2i 2 °� `Qx O — HAND TO CODE. STYLE `v om BEDROOM_ TO SELECTED BY OWNER NEW 2X10 R.R. O.C. —v� - NE 2X I 0 R.R. N� CORNER HOLD D W S �2 ,NEW 2X I 0 R.R. N NEW 2X 10 P,.R. @ G" O.C. N AT EACH CORNER @ t G" C. cu @ I G" O.C. SEE C5-1 (TYN (2)2x10 (2)2x (2)2x8 (2)2x10 i -CORNED, HOLD DOWNS AT EACH CORNER 5EE C5- t M(P.) 4G TW24210 5E54,31(2)TW304G NE OF ROO7ADOVE II J 9'-2" 7'-10" 1 O' -G" 47'-4" Proposed Second Floor Plan �t cid CIO f SANITARY 5Y5TEM Plumbing iser Diagram SCALE: H.T.c- 0 PROPOSED NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. Cutchogue, NY REVISIONS: DATE: OULEVARD PLANNING P.C. ARCHITECTS ENGINEERS 671 Franklin Avenue Garden City, NY 11530 Telephone Fax 516-877-0400 516-746-8622 516-877-2001 516-741-5895 Internet: www.blvdplan.com TI-IESE PLANS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. INFiciNGfdMENTS WI LB) PROSECUTED. PROJECT NUMBER 0823 DATE: 12-6-09 DR. BY: TMM SCALE: AS NOTED CHKD: J.S. SHEET NUMBER A-3 o�L U U m OU X XO N- N �:—QD ;�o O BEDROOM 2 LUoC z TYPICAL INTERIOR WALL CONSTRUCTION: - 2x4 STUDS @ I G" O.C. - 5/8" GYPSUM BRD WALLS * CEILING - TAPE * 3 COATS SPACKLE k H.W.5.D / 5'-10" r, 51-1011 H.WS.D U Lj;A co Oma' O U N o MECHANICAL EXHAUST '<O - FAN W/ EXHAUST UA CAPACITY OF 50cfm z Q) INTERMITTENT OR 2 CONTINUOU5 UR P.00V I- 4 ED P� iu -� 14'-3" —F, 47'-4" 151-211 G'- 8" CORNER HOLD DOWNS AT EACH CORNER SEE C5-1 (fYP.) L> Ji I 5E5435 (2)TW304G (2)2x8 (2)2x 10 -- N \ N c' N U O U N 3— GOPEN TO LU— BEDROOM 3 O �' x O - z i BELOW ,,-� z Uj w — z� z� %HANDRAILS TO CODE. STYLE BIFOLD _ TO BE SELECTED BY OWNER H.W.5.D o // N o - - _ CJ'5 FLUSH INTO BEAM O � 2axGa ® C.0 28XGa 1_3/4"X 1 1-7/8" LVL 1.0E RIDGE BEA - _ p DBL JOISTS AND-' F- PULLDOWN ATTIC N z TRIMMER5 @ ACCE55 26xGa N 'I' 4D PULLDOWN L 1-3/4"X 11-1 /8" LVL B T 7--� z,o -rLILOMTNTO Dr -AM 0 -> Q N H.W.5.D CL.- �j m N CL. 4oxGa O c' OPEN TO _ O J' FOD - �68 O \ BELOW N �o ANICAL EXHAUST—' IL �' ' — F W/ EXHAUST oC } z `� CPA ITY OF 50c -fm O U // IN ERM ENT OR O v x 0 �./ 2 cfm CO'NTINUOU5 x O U G'-G"O N P�� N O 'K', -- �� � N CL. ��2i 2 °� `Qx O — HAND TO CODE. STYLE `v om BEDROOM_ TO SELECTED BY OWNER NEW 2X10 R.R. O.C. —v� - NE 2X I 0 R.R. N� CORNER HOLD D W S �2 ,NEW 2X I 0 R.R. N NEW 2X 10 P,.R. @ G" O.C. N AT EACH CORNER @ t G" C. cu @ I G" O.C. SEE C5-1 (TYN (2)2x10 (2)2x (2)2x8 (2)2x10 i -CORNED, HOLD DOWNS AT EACH CORNER 5EE C5- t M(P.) 4G TW24210 5E54,31(2)TW304G NE OF ROO7ADOVE II J 9'-2" 7'-10" 1 O' -G" 47'-4" Proposed Second Floor Plan �t cid CIO f SANITARY 5Y5TEM Plumbing iser Diagram SCALE: H.T.c- 0 PROPOSED NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. Cutchogue, NY REVISIONS: DATE: OULEVARD PLANNING P.C. ARCHITECTS ENGINEERS 671 Franklin Avenue Garden City, NY 11530 Telephone Fax 516-877-0400 516-746-8622 516-877-2001 516-741-5895 Internet: www.blvdplan.com TI-IESE PLANS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. INFiciNGfdMENTS WI LB) PROSECUTED. PROJECT NUMBER 0823 DATE: 12-6-09 DR. BY: TMM SCALE: AS NOTED CHKD: J.S. SHEET NUMBER A-3 COIrn _------- - FLA5111NG @ ' CHIMNEY I I 1-3/4"X 1 1-7/6" LVL I .t)L KIDGL t3LAM w m w O 0 NN Q @ rn - - tI> O X-- -N?U _ v X I I I N `?�\2 NEW 2X 10 P1. K. N NEW 2X) 0 R.R. — NEW 2X 10 K.K. NEW 2X 10 R.R. @ I G" O.C. @ I Gm O.C. @ I G" O.C. @I G" O.C. III I'ILL 11 -- - ----- ----- - - -- - - ' '' ---- i F NEW 2X 10 R.R. Nj NEW 2X 10 K. K. @ X @IG"O.C. Proposed Roof Plan SCALE: -1 /4", -I ° i_„ Im 0 PROPOSED NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. Cutchogue, NY REVISIONS: DATE: BOULEVARD PLANNING P.C. ARCHITECTS ENGINEERS 671 Franklin Avenue Garden City, NY 115 3 0 Telephone Fax 516-877-0400 516-746-8622 516-877-2001 516-741-5895 Internet: www.blvdplan.com THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE TI IE PROPERTY OF BOULEVARD PLANNING P.C. INFRINGEMEUTS WILL BE PROSECUTED. DATE: 12-6-09 DR. BY: TMM SCALE: AS NOTED CHKD: J.S. PROJECT NUMBER SHEET NUMBER 0823 A-4 " r DATE: 12-6-09 DR. BY: TMM SCALE: AS NOTED CHKD: J.S. PROJECT NUMBER SHEET NUMBER 0823 A-4 CONTINOU5 RIDGE VENT (2)1-3/471 1-7/8" LVL 1 .9E RIDGE BEAM L5TA RIDGE STRAPPING TO CODE; SEE C5- I - TYPICAL ROOF CONSTRUCTION - SELF SEALING DIMESNIONAL TAB ROOF 12 W/ 30 YEAR WARRANTY -� 8 - 1511? FELT UNDEKLAYMENT - 3G" WIDE STARTER STRIP OF WEATHERWATCH �. - 19" WIDE FELT PARALLEL TO EAVES � - 1/2" CDX PLYWOOD SHEATHING -2X10 RR's@ IG"O.C. 10" WIDE WHITE FASCIA -L5TA RIDGE STRAPPING TO CODE; SEE C5-1 CONTINOUS RIDGE VENT (2)2X 12 RIDGE BEAM 2X6 COLLAR TIES @ 4' O.C. NEW ATTIC N (UNINHABITABLE STORAGE ONLY) ,-TYPICAL CEILING CONSTRUCTION I - 2X8 CT5 @ I G" O.C. - R-30 BATT INSULATION i NEW SEAMLESS GUTTERS AND - - - - - - LEADERS WITH SCREENS A5 --- -- - - - - --- - REQUIRED (TYP) �� (2)1-314"X 11- 1/45" LVL BEAM I -3/4"X I 1-1 /8" LVL BEAM t UPSET TECO CJ'5 FLUSH INTO BEAM UPSET TECO CJ5 FLUSH INTO BEAM %I CONTINUOUS VENTED 50FIT5 -/ I'-0' (2)2x8 HEADER (2)2x8 HEADER i TYPICAL ROOF CONSTRUCTION TYPICAL WALL CONSTRUCTION _ SELF SEALING DIME5NIONAL TAB ROOF W/ 30 YEAR WARRANTY TYPICAL FLOOR CON5TRUCTION \ 0 - 1 /2" ST EDS @ I - 151b FELT UNDERLAYMENT - 3/4" PLYWOOD 5UBFLOORING �' - 2X6 XG TO @ I G" O.C; _ �� - {2) 2X6 TOP PLATE - 3G" WIDE STARTER STRIP OF WEATHERWATCH - 2X 10 FJ 5 @ 16 O.C. - 2X6 ACQ SOLE PLATE - 19" WIDE FELT PARALLEL TO EAVES IIL--�j --1Ili ' - R-1 9 BATT INSUL 2x 12 RIDGE BEAM - 1/2" CDX PLYWOOD SHEATHING_ - 1/2" CDX PLYWOOD SHEATHING - 2X 10 RR's @ I G" O.C. I i 2 - _ �-_W I OX2G STEEL - 15112 ASPHALT FELT __� ----- - BEAM UPSET - - - I" AIR5PACE _ _-- -_ - - - 4" FACE BRICK - _ -- -MASONRY TIES @ I G" O.C. HOR. VERT. (2)2X I O BEAM -, �(2)2x 12 HEADER W 10X39 STEEL_ BEAM UPS 1-314"X9-112" LVL BEAM - -{2)2x8 UP ETT 0 F 'S FLUSH INTO BEAM ® EE _ \ ENTRY NEW PORCH NEW DINING POO - I-- o \ `. (212x 12 HEADER W/ REMOVABLE WOOD 5CRE�N5' W 4 1 6"X6" W.D. P05T5 GYP.) 12" DIA PERMACA5T DECORATIVE COLUMN (WHITE FINISH) BOTH 51DE5 tULL Lt- -TYPICAL FLOOR CONSTRUCTION - - 3/4" PLYWOOD SUBFLOORING FILL SOLID Q - 2X 12 FJS5 @ I G" O.C. _ R30 BATT INSULATION p =1I 1=1111 ° 1=III= =III= IL m ° • • � • � � TYPICAL SLAB_ CONSTRUCTION --- • • . 4" CONCRETE SLAB I -_' _• a ION CRAWLL SPACE FOUNDATION - 4X4 10/10 WWM ,TYPICAL FOUNDATION CONSTRUCTION - I- III -1 III__I II-III_ - II-III C. FOU LTO III - Gmil VAPOR BARRIER 11 -1111-1 36 BELOW GRADE I i=1 I I - 2 R- 10 RIGID INSUL. PERIMETER I - - NEW 12" P.C. FDN WALL TO 36" BELOW -I.1= I! I I GRADE; 4" BRICK LEDGE- BRICK VENEER ADO I 1=1 :. - 4" POROUS FILL =1 I - 12" x 24" CONTINUOUS T' FTG; III=111- a • • III =1I!=i _ 4" BRICK LEDGE- BRICK VENEER ABOVE I_I I- ,=_I - (2) #6 REBAR I. I' -I _ ;III --I- - 12" X 24" GONTlN0005 T' FTG; - 5/8" ANCHOR BOLTS @ 36" O.C. III =II , III=111=111= =111-I I ' • =111-I' 1=1 : 111=1I 1=1 I I I_I1=1 I1=1 I I- • -il I_I- _ (3) #5 REBAR CONTINUOUS - SILL SEALER I=III=111= 1==-! -11 1=1 -III_ =1 i= _I 1= I1-1 11 =III -I II; - #5 REBAR TRAN5VER5E @ 24" O.C; - COPPER FLASHING I I111--11=111= III=' =III I I- 1= IIII ITIIIII� II' - 5/8" A.B.'5 @ 36" O.C; 5/5" - (2) 2X6 ACID TREATED SILL PLATES -' I I ;,III III -1 T - =1I Ii it I,' - SEAM SEAL - R-1 0 RIGID PERIMETER INSULATION II - COPPED. FLASH BETWEEN FDN Section A - (2) 2X6 ACID 51LL PLATES S(. -ALE: 114"=1'-0" CRAWL SPACE FOUNDATION 2" . FO - - 1P.CUNDATION WALL TO 30' BELOW GRADE - 4" BRICK LEDGE- BRICK VENEER AB - 12" x 24" CONTINUOUS 'T' FTG; - (2) #G REBAR - 5/8" ANCHOR BOLTS @ 36" O.C. - 51LL SEALER - COPPER FLASHING - (2) 2X6 ACQ TREATED SILL PLATES - R-10 RIGID PERIMETER INSULATION 2x 10 HEADER LT ROS6 �W35G - 11 NEW BEDROOI SOLID FIRE BLOCK -- -- MID POINT (TYP) O NEW LI Section B Fj �I VINGIROOM I II L 1 I T 3 I� 4101' 4T�0 4 O CONTINOUS RIDGE VENT--. L5TA RIDGE STRAPPING TO CODE; SEE C5-1- (2) 1-3/4"X 1 1-7/8" LVL I .9E RIDGE BEAM Id I Ip i � I I I 1 III I ' I i , yv �JV'yr,fry, v11Y�.: „,/ DOUBLE CJ'S OVER INT. WALL I r. �v I I I I I. TYPICAL INTERIOR WALL CONSTRUCTION: - 2x4 STUDS @ I G" O.C. _- - TAPE * 3 COATS SPACKLE W I OX39 STEEL - -1-314"X9-112" LVL BEAM UPSET BEAM UPSET TECO FJ'5 FU5H INTO SLAM ---_ - - - �� I 1 ! Ji1H I NEWJDINING Pq6m- FWH90G65A5F, (2)2x 10 HEADER - !I h ! 1' L��5$ EGRESS NEW BEDROOM #3 (2)2x8 HEADER j T_ N W I'jCH!!N IIL--�j --1Ili j W28 i J 1VJ28�- 101 ATYPICAL SLAB CONSTRUCTION - 4" CONCRETE SLAB --- - 4X4 10/10 WWM - 6md VAPOR BARRIER - 2" K- I O RIGID INSUL. @ PERIMETER - 4" POROUS FILL i� ?f-- TYPICAL ROOF CON5TRUCTi0N I !I = SELF SEALING DIME5NICINAL TAB tiOCF W/ 30 Y EAR WARRANTY 151b FELT UNDERIAYMENT 3E" W! DE 5TAR-,ER STRIP OF `IA, -1 HER�A/ATCH 19" WIDE FELT PARALL!-LTO EAVES !I - 1/2" CDX PLYVv'OOD SHEATHING I! - 2X 10 1', 5 @ I G" O.C. I `I I, { -2XG COLLAR TIES @ 4' O.C. 6� TYPICAL CEILING CONSTRUCTION - 2X8 CJ- @ I G" O.C. - R-30 BATT INSULATION II TYPICAL FLOOR CONSTRUCTION =_ - 3/4" PLYWOOD 5UBFLOORING - 2X 10 1`35 @ I G" O.C. ---TYPICAL WALL CONSTRUCTION 112" 5H EE ROCK - 2X6 5TUD5 @ I G" O.C; - (2) 2XG TOP PLATE - 2X6 ACQ SOLE PATE -P,19BATTIN" I I 5UL - 112" CDX PLYWOOD SHEATHING - 151b ASPHALT FELT - I " AIRSPACE - 4" FACE BRICK MA50NPY TIES @ 16" O.C. HOR. If VERT. l�T - TYPICAL FLOOR CONS, RUCTION I - 3,14° PLYWOOD SUBFLOORING - 2X 12 FJ 5- @ I G" D.C. - R30 BATT INSULATION ail I I-- PROPOSED NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. Cutchogue, NY REVISIONS: DATE: BOULEVARD PLANNING P.C. ARCHITECTS ENGINEERS 671 Franklin Avenue Garden City, NY 11530 Telephone Fax 516-877-0400 516-746-8622 516-877-2001 516-741-5895 Internet: www.blvdplan.coin THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. INFRINGEMENTS WILL BE PROSECUTED. DATE: 12-6-09 DR. BY: TMM SCALE: AS NOTED CHKD: J.S. PROJECT NUMBER SHEET NUMBER 0823 A-5 10" WIDE WHITE FASCIA NEW 5EAMLE55 GUTTERS AND LEADERS WITH SCREENS AS REQU I RED (TYP) I I Nil MIN INN WE mom Elm I I G"XG" W. D. PC 3T5 (TYP.) j 12" DIA PERMACA5T DECORATIVE COLUMN (WHITE FINISH) BOTH SIDES I {i TYPIGAL ROOF CONSTRUCTION - SELF SEALING DIMESNIONAL TAB ROOF W/ 30 YEAR WARRANTY - ! 51b FELT UNDERLAYMENT - 3G" WIDE STARTER STRIP Of WEATHERWATCH - 10" WIDE FELT PARALLEL TO EAVES - 1/2" CDX PLYWOOD SHEATHING -2X10RR5@ 16"O.C. - TYPICAL WALL CON5TRUCTiOk1 - 1/2" 5HEETROCK - 2XG STUDS @ I G" O.C; - (2) 2XG TOP PLATE - 2X6 ACQ 50LE PLATE - R- 19 BATT IN5UL - 1/2" CDX PLYWOOD SHEATHING - 151b ASPHALT FELT - I " AIRSPACE - 4" FACE BRICK - MASONRY TIES @ I G" O.C. HOR. 4. VERT. -I T - - I ,-_I i i - - _ - TYPICAL FOUNDATION CONSTRUCTION - NEW 12" P.C. FDN WALL TO 36" BELOW GRADE; _ 1 - 4" BRICK LEDGE- BRICK VENEER ABOVE F - 12"X24" CONTINUOUS TFTG; L------------- J - (3) #5 REBAR CONTINUOUS 8" POURED CONCRETE - #5 REBAR TRANSVERSE @ 24" O.C; CHEEK WALL.TO BOTTOM F- @ 36" O.C; Of - 5EAM SEAL PPOURT DCONCRETE F_ -STEP FOOTING - COPPER FLASH BETWEEN FDN STOOP ABOVE. STEPS AS PER NY5 L- - - -- (2�-2)(G-ACQ e4LL-PLAT!~5- - - - - - - - - - - - - - - - --A5-KEQUIR€DZY-GRADE F -- CODE 2:1 Proposed Front Elevation -- SCALE: 1 /4" 1'-0" ---- -- - TYPICAL ROOF CONSTRUCTION --.---- - -- -- ----- ---- '' -SELF SEALING DIIVESivIONAL I:4B ROOF --- - - - -- - - -- -- ---- ---- W1,30 YEAR WARRANTY 15!b FELT UNDERLAYMENT ---- - __ _______----------- - --- — - 36" WIDE STARTER STRIP OF WEATHERWATCH 19" WIDE FELT PARALLEL TO EAVES --- -- - -- - 1/2" CDX PLYWOOD SHEATHING 2X 10 RPa @ I G" O.C. 10" WIDE WHITE FASCIA NEW 5EAMLE55 GUTTERS AND LEADERS WITH SCREENS A5 _- --_ - ---__---- _----- - - REQUIRED (TYP) - - - - - _ _ - - -- - - - - - - ---- -- - -- - - - �� ------------ TYPICAL WALL CONSTRUCTION - .1 — - 1 /2" -911EETROCK -- -- - --- — 2XG S T UD5 @ I G" 0. C; i T - -� - (2 2X6 TOP PLATE �_ T ) 1 - - T - i Ll 2XG ACQ SOLE PLATE K-19 -- /aTT INSUL T - 1/2" CDX PLYWOOD SHEATHING T - F _ TW3 46 TW30 6 - -- ii --F- - �II-�I _T TW3, 46 I -� - 151b ASPHALT FELT E R 55 E R S - -- - - 5E5 35� -1s - �Gf�E55SSS - P" AIRSPACC - - MASONRY TIES @ 16" C.C. HOR. >l VEP.T. NEW PORCH W/ REMOVABLE WOOD 5CREEN5 T- rT_ 1 -- ----- --_ 11 II HANDRAILS TO COGS TW3 @4 10 I :. 1 m- ------ ---------- ---------! -------I - - ------ ----- --- -------------��--�------------ �`I'�------ -L --.-LJ -- 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 36" BELOW GRD W,/ 12" x 24" CONTINUOUS T' FTG; SIMPSON BASE (TYP) - (2) #6 REBAR - 5/6" ANCHOR BOLTS @ 3G" O.C. - SILL SEALER - COPPER FLASHING -(2) 2X6 ACQ TREATED 511_L PLATES - R- I 0 RIGID PERIMETER INSULATION Proposed Rear Elevation PROPOSED NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. Cutchogue, NY REVISIONS: DATE: BOULEVARD PLANNING P.C. ARCHITECTS ENGINEERS 671 Franklin Avenue Garden City, NY 115 3 0 Telephone Fax 516-877-0400 516-746-8622 516-877-2001 516-741-5895 Internet: wwvv.blvdplan.com THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARF, TI IF PROPERTY OF BOULEVARD PLANNING P.C. INFRINGEMENTS WILL BE PROSECUTED. DATE: 12-6-09 DR. BY: TMM SCALE: AS NOTED CHKD: J.S. PROJECT NUMBER SHEET NUMBER 0823 A-6 TYPICAL ROOF CONSTRUCTION - 5ELF SEALING DIMESNIONAL TAB ROOF W/ 30 YEAR WARRANTY - 151b FELT UNDERLA - 30 WIDE STARTER. - 19" WIDE FELT PAR) - 112" CDX PLYWOOD -2X 10 RR's@ IG"C 10" WIDE WHITE FASCIA NEW 5EAMLE55 GUTTERS AND LEADERS WITH SCREENS AS REQUIFZD-M Y - f G"XG" W. D, P05T5 (TYP.) I 12" DIA PERMACA5T DECORATIVE COLUMN (WHITE FINISH) BOTH SIDES II it II L± kt-H _L - L I -L �a� "4� 1 -T Y_ PICAL WALL_ CONSTRUCTION -II 1%2 SHEETROCK - 2XG STUDS @ I G" O.C; - (2) 2XG TOP PLATE - 2XG ACID 50LE PLATE - R-1 9 BATT INSUL - 1/2" CDX PLYWOOD SHEATHING - 151b ASPHALT FELT - i " AIRSPACE - 4" FACE BRICK - MA50NKYTIE5 @ I G" O.G. HOR. VERT. I i i i !L _ - NEW PORCH W/ REMOVABLE WOOD SCREENS HANDRAIL5 TO CODE - TYPICAL FOUNDATION CONSTRUCTION - NEW 12" P.C. FDN WALL TO 30 BELOW GRADE; - 4" BRICK LEDGE- BRICK VENEER ABOVE _ - 12" X 24" CONTINUOUS T' FTG; _ __ _ _ _t _ - - - - - - - __ __ -i �_ J - 4X4 ACQ 5TR P05T5 / - (3) #5 REBAR CONTINUOUS J CRAWL SPACE FOUNDATION ON 12" DIA. P.C. PIERS - - - -- -- - - #5 REBAR TRANSVERSE @ 24" D.C; J - 1 2"P.C. FOUNDATION WALL TO TO 3G" BELOW GRD W/ G8" POURED CONCRETE - 5/8" A.B.'s @ 30" O.C; J J 3G' BELOW GRADE 51M75ON BASE (TYP) CHEEK WALL,TO BOTTOM -SI=AM SEAL _ - 4" BRICK LEDGE- BRICK VENEER ABOVE OF FOOTING - COPPER FLASH BETWEEN FDN (- - 12" x 24" CONTINUOUS T' FTG; POURED CONCRETE _ _ _- (2) 2X_G ACQ SILL_PLATES - - - _ _� J STEP FOOTING - (2) #G REBAR 5TOOP ABOVE. STEPS Fj- ------------- A5 REQUIRED BY GRADE - - _ - J A5 PER NYS - 5/8" ANCHOR BOLTS @D.C. L--------- ---- -- ---- -SILL SEALER ------- CODE 2:1 - COPPER FLASHING - (2) 2XG ACQ TREATED SILL PLATES - R-1 O RIGID PERIMETER INSULATION Proposed East Side Elevation \ SCALE: 1 '4"=1'—D" TYPICAL ROOF CONSTRUCTION - SELF SEALING DIME51NIONAL TAB ROOF W/ 30 YEAR WARRANTY - 151b PELT UNDERLAYMENT - 30 WIDE STARTER STRIP OF WEATHERWATCH - 19" WIDE FELT PARALLEL TO EAVES - 1/2" CDX PLYWOOD SHEATHING - 2X 10 RR's @ I G" O.C. 10" WIDE WHITE FASCIA NEW 5EAMLE55 GUTTER5 AND LEADERS WITH SCREENS AS — REIDUIREaITYP)_ NEW PORCH W/ REMOVABLE WOOD 5CR)=EN5 HANDRAILS TO CODE — I -L_--L_- - — - = ,2 �-r- TW3 4 0 =1- J=T_ TYPICAL WALL CONSTRUCTION 1/2" sHEETROCK 2XG STUDS @ 1 G" O.C; - (2) 2X6 TOP PLATE - 2XG ACQ SOLE PLATE= - R-19 BATT INSUL - 1/2" CDX PLYWOOD SHEATHING - 151b ASPHALT FELT - I" AIRSPACE - 4" FACE BRICK - MA50NRY TIES @ I G" O.C. HOR. VERT. PROPOSED NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. Cutchogue, NY REVISIONS: DATE: BOULEVARD PLANNING P.C. ARCHITECTS ENGINEERS 671 Franklin Avenue Garden City, NY 11530 Telephone Fax 516-877-0400 516-746-8622 516-877-2001 516-741-5895 Internet: www.blvdplan.coin THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARF, TIIF. PROPERTY OF BOULF,VARD PLANNING P.C. INFRINGEMENTS WILL BE PROSECUTED. DATE: 12-6-09 DR. BY: TMM SCALE: AS NOTED CHKD: J.S. PROJECT NUMBER SHEET NUMBER 0823 A-7 - G",`tG" W. D. P0575 < I YP.) I '�-�-- 12" DIA PERMACAST DECORATIVE COLUMN i I II if (WHITE FINISH) BOTH SIDES �T.-----�J._ I J.__ _ - L -.i- PROPOSED NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. Cutchogue, NY REVISIONS: DATE: BOULEVARD PLANNING P.C. ARCHITECTS ENGINEERS 671 Franklin Avenue Garden City, NY 11530 Telephone Fax 516-877-0400 516-746-8622 516-877-2001 516-741-5895 Internet: www.blvdplan.coin THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARF, TIIF. PROPERTY OF BOULF,VARD PLANNING P.C. INFRINGEMENTS WILL BE PROSECUTED. DATE: 12-6-09 DR. BY: TMM SCALE: AS NOTED CHKD: J.S. PROJECT NUMBER SHEET NUMBER 0823 A-7 �T.-----�J._ I J.__ _ - L -.i- i a--8" POURED CONCRETE i CHEEK WALL.TO BOTTOM OF FOCTING L� _ POURED CONCRETE -- - - - - - - - - -- - - -- - STOOP ABOVE. STEPS 4X4 ACQ STR P05T5 CRAWL SPACE FOUNDATION - _ L -- AS REQUIRED BY GRADE ON 12 DIA. P.C. PIERS - 12" P.C. FOUNDATION WALL TO L ,- TYPICAL FOUNDATION CONSTRUCTION TO 3G" BELOW GRD W/ 3G" BELOW GRADE �� -1 - NEW 12" P.C. FDN WALL TO 36" BELOW 5IMP50N BASE (TYP) - 4" BRICK LEDGE- BRICK VENEER ABOVE ! GRADE; - 12" x 24" CONTINUOUS T' FTG; STEP FOOTING - - 4" BRICK LEDGE- BR!CK VENEER ADOVE - (2) #G REBAR AS PER NYS - 12" X 24:' CONTINUOUS T FTG; - 5/8" ANCHOR BOLTS @ 30 O.C. CODE 2:1 J - (3) #5 REBAR CONTINUOUS - SILL SEALER - #5 REBAR TRANSVERSE @ 24" O.C; - 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 Proposed West Side Elevation - (2) 2XG ACQ SILL PLAIES PROPOSED NEW RESIDENCE AT THE Daversa Residence 1025 W Cove Rd. Cutchogue, NY REVISIONS: DATE: BOULEVARD PLANNING P.C. ARCHITECTS ENGINEERS 671 Franklin Avenue Garden City, NY 11530 Telephone Fax 516-877-0400 516-746-8622 516-877-2001 516-741-5895 Internet: www.blvdplan.coin THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARF, TIIF. PROPERTY OF BOULF,VARD PLANNING P.C. INFRINGEMENTS WILL BE PROSECUTED. DATE: 12-6-09 DR. BY: TMM SCALE: AS NOTED CHKD: J.S. PROJECT NUMBER SHEET NUMBER 0823 A-7