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HomeMy WebLinkAbout37741-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37398 Date: THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 33195 Route 25, Cutchogue, 1/28/2015 1/28/2015 SCTM #: 473889 Sec/Block/Lot: 97.-1-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/4/2013 pursuant to which Building Permit No. 37741 dated 1/9/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY GARAGE PER ZBA DECISION #6609 DATED 12/20/2012 AS APPLIED FOR The certificate is issued to Corazzini Jr, Robert & Corazzini, Virginia (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 37741 01-22-2015 Au ed S gnatur Permit #: 37741 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: Corazzini Jr, Robert & Corazzini, Virginia 320 Richmond Rd Peconic. NY 11958 Date: 1/9/2013 To: Demolition of an existing accessory garage and construction of a new accessory garage as applied for per ZBA #6609 At premises located at: 33195 Route 25, Cutchogue SCTM # 473889 Sec/Block/Lot # 97.-1-4 Pursuant to application dated To expire on Fees: 7/11/2014. 1/4/2013 and approved by the Building Inspector. ALTERATION OF ACCESSORY BUILDINGS $460.00 CO - ACCESSORY BUILDING $50.00 DEMOLITION $249.60 Form No. 6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliaince-from architect or engineer responsible for the building: .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to. April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and. unusual natural or topographic features. 2. A properly c2mpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling .$50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00: 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $_25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. I - I t — �3 New Construction: _ Old or Pre-existing Building: (check one) Location of Property: mi 9,c,^ House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, SectionBlock . C,7 Lot G7 Subdivision Filed Map. Lot: Permit No. Date of Permit. Health Dept. Approval* _ fi�1 Underwriters Approval: Planning Board Approval: 1 V Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 �pF SOOn Uryo� �0 • �Q �y�4UNV BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(d_)town.Southold. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: RJ Corazzini Address: 33195 Rt 25 City: Cutchogue St: NY Zip: 11935 Building Permit #: 37741 Section: 97 Block: 1 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: RJ Corazzini Electric License No: 33419 -me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph 300a Heat gas Duplec Recpt 14 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors Main Panel 2-15 A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect 2-15 Switches 7 Twist Lock Exit Fixtures 1 TVSS Other Equipment: 4 -LED fixtures, 2 -paddle fans, 1 -vehicle lift Notes: Inspector Signature: Date: Jan 22 2015 81 -Cert Electrical Compliance Form.xls OF SOUryo6 TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTION [TION 15T [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ] FRAMING/ STRAPPING [ ]FINAL [ ]FIREPLACE 8. CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ J ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR �`� r ��OUNtY, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I [] FO DATION iST [ ]ROUGH PLBG. [ UNDATI N 2ND [ ]INSULATION F ING / NG [ ]FINAL [ ] FIRCE RAPPING [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGN)[ ]E NAL) REMARKS: u /c' /� DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ] ROUGH -PLUMBING [ ] 1 LATION [ ' FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE � INSPECTOR r4f 8 0 Ulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION I ST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: ROUGH PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) ]CAULKING 055z".'� &-z" - 0 Z<, DATE -INSPECTOR �. it • / � r ROUGH FRAADNCT PLUMING INSULA77ON STATE RNERGY • 1 J�l - ---- --- 1� Ili 1��' r _�► ADDITIbNAL COMlYtNTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. f Examined 20 13 Approved 207 Disapproved a/c Z6-� - TT Ex irati n JUL 18 2012 ', Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date '7 - 12. 120 JZ a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Piot 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. , (Sign o ii t or n m, if a corporation) (Mailing address of applicant) 6C)07++CL_�> "Vl i Jai -11 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 14 4 4(1_� Name of owner of premises /t O e le47— d -0e f_7 -Z/ �J /t (As on the tax roll or latest deed) If applicant is a corporation, signat y authorized officer (Name a itle of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed 33l �14A-/�'A/ House Number Street �11 be done: Hamlet County Tax Map No. 1000 Section 17 Block ©/ Lot 444 Subdivision Filed Map No. Lot 2. State a n ing use and occupancy of premises and intended use and occupancy of proposed construction: isting use and occupancy ! L tended use and occupancy ���� 3. Nature of work (check which applicable): New Building i/ Addition Alteration Repair Removal Demolition Other Work p� 4. Estimat d Cost � a Fee (Description) (To be paid on filing this application) 5. If dwell ng, number of dwelling units ^� Number of dwelling units on each floor If gara e, number of cars d2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: F Height Stories Dimenions of same structure with altera Depth _.kletgfit' ear Depth ;i ront Rar _ Number of Stories =`Y 01 8. Dimensions of entire new construction: Front U Rear 30 Depth Height I Number of Stories I If 9. Size of �ot: Front C Rear ��, Depth l 1- 10. Date of Purchase t5-17- P( Name of Former Owner pt"A-dD 7Dr6goscK 11. Zone orl use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES Y NO 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises VOIF& 7 Address ���6-k�'1.,1� Phone No. _ Name of Architect 04>u e0T7GXj Address -� ���* Phone No 733- 41664--> _ Name of Contractor .( Address g TZ j-ji),e'4_►F Phone No. j?='(cj• 466,6 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. Providel survey, to scale, with accurate foundation plan and distances to property lines. 17. If eleva�ion 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_X_ * IF YES, PROVIDE A COPY. STATE OF COUNTY EW YORK) SS: being duly sworn, deposes and says that (s)he is the applicant (Name Of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) ��uf3iic, Mato 011 NotaVY No. n 015,061 g� � r.,Pic in fffc�i4s 6 p ;;�jj of said owneror owners, and is duly authorized to perform or have performed the semti q ak�Aar�Cl file this application; that all statements contained in this application are true to the best of his knowl'e� anc�; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tp be ore me this day of a1 iv_U 20 ) 3 Notary Public FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 27, 2012 TO: William Kelly for R Corazzini P O Box 1680 Southold, NY 11971 Please take notice that your application dated July 18, 2012 For permit for an accessory garage at Location of property 33195 Main Road, Cutchogue, NY County Tax Map No. 1000 - Section 97 Block 1 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed construction of an accessory 2arase is not permitted pursuant to Article III, Section 280-15. In the AC & Low Density Residential... Districts, accessory buildings and structures ... shall be located in the required rear yard subject to the following requirements: C. Such buildings shall not exceed 660 sq. ft. on lots containing up to 20,000 sq. ft.... As indicated on the survey, the proposed accessory garage is 900 sq. ft. I. � Permit Examiner BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Horning Ken Schneider rMT.M310 12reWTTQ http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS O T WN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 +$ �� ' i : FINDINGS, DELIBERATIONS AND DETERMINATIO r0 MEETING OF DECEMBER 20, 2012 NAME OF APPLICANT: Robert Corazzini PROPERTY LOCATION: 33195 Main Road Cutchogue, NY. SCTM: 1000-97-1-4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated November 29, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject property is located in the Business B Zone it is improved with a two story framed dwelling and a detached accessory garage. It contains 10,788 sq. ft. with 66.00 feet along Main Road, aka NYS Rte. 25, 165.00 feet on the west property line, 66.00 feet on the north property line and 165.44 feet on the east property line as shown on the survey prepared by Nathan Taft Corwin, III, LS dated March 12, 2003 last revised September 25, 2012. BASIS OF APPLICATION: Request for Variance from Article III, Code Section 280-15 and the Building Inspector's July 27, 2012, updated November 1, 2012 Notice of Disapproval based on a building permit application to construct an accessory garage, at: 1) more than the code permitted maximum square footage of 660 sq. ft. on lots containing less than 20,000 sq. ft. RELIEF REQUESTED: The applicant requests a variance to construct a new accessory garage containing 900 sq. ft. where the code allows a maximum square footage of 660 sq. ft. on lots containing up to 20,000 sq. ft. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 6, 2012 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: Page 2 of 3 — December 20, 2012 ZBA File#6609 - Corazzini CTM: 1000-97-1-4 1. Town Law §267-b(3)(b)(1). Grant of the variance relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Accessory structures of this size are not uncommon in this area, which is a B Zone District, and the applicant is proposing to replace an existing dilapidated garage. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The code limits the size of accessory structures on lots of this size to 660 square feet so any structure over that square footage would need a variance. However, the code is silent on the number of accessory structures an applicant can place on a lot before he exceeds the total lot coverage. The applicant could gain the square footage he needs by building additional accessory structures up to the maximum allowable total lot coverage without the need for a variance however, the total square footage resulting from adding more buildings would far exceed the amount requested. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 36.4% relief from the code. However, the applicant could build a number of conforming buildings totaling more square footage then what is proposed without the need for any variances. The board finds that consolidating the square foot required to meet the applicants needs under a single roof is more appealing than having several buildings scattered about the property. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this community will have an adverse impact on the physical or environmental conditions in the neighborhood. The removal of the old garage and the construction of the new garage will comply with existing environmentally friendly standards with respect to roof runoff and drainage, conforming to Chapter 236 of the Town's drainage code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of or the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dinizio, seconded by Member Weisman (Chairperson), and duly carried, to GRANT, the variance as applied for, and shown on the shown on the survey prepared by Nathan Taft Corwin, 1I1, LS dated March 12, 2003 last revised September 25, 2012, and plans prepared by Allied Design Architectural & Engineering Group, PC, and stamped by Ronald L. Sutton dated 6-18-12 labeled as sheets S4 of S8 and S1 of S8. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 3 of 3 — December 20, 2012 ZBA File#6609 - Corazzini CTM: 1000-97-1-4 Vote of the Board: Ayes: Members: Horning, Weisman (Chairperson), Dinizio, Schneider, Goehringer. This Resolution was duly adopted (S-0). Leslie Kanes Weisman, Chairperson Approved for filing r/a / 46/2012 Town Hall Annex 54375 Main road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION I� Fl- one (631) 7gg65-1802 w 31) 7U�115 s I SLUG DEPT TO'rYf 0 ,OUT-IOLD REQUESTED BY: �n �C� -�- �Z Date: Company Name: ,Pro�/azz,'.,,/>✓��.,'r Name: . License No.:9►�- Address: oRIZ ev Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: C *Address: -- *Cross Street: -11'6.X- G17 *Phone No.: 23 9/- 2&6z, - Permit &6iPermit No.:Tax Map District: 1000 Section: Block: Lot. - *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 57�� (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: YE NO Rough in / NO Temp Information (if needed) `Service Size: 1 Phase 3Ph 150 200 300 350 400 *New Service: Re -conn Underground umber of Meters Change of Service Additional Information: PAYMENT DUE WITH APPLICATION 82 -Request for Inspection Form Final Other Overhead pGi July 11th, 2014 To the Town of Southold Building Department: JUL 15 2014 B(_DG.DEPT. TpIN Or WiTHOLD I would like to request an extension for my building permit at 33195 Main Road, Cutchogue NY 11935 for the accessory garage. The permit # is: 3 7 7q 1 Sincerely, Robert J. Corazzini Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 January 20, 2015 Robert Corazzini 320 Richmond Road Peconic, New York 11958 BUILDING DEPARTMENT TOWN OF SOUTHOLD RE: 33195 Route 25, Cutchogue TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) V_ Electrical Underwriters Certificate. A fee of $50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 37741-Z Accessory Garage Telephone (631) 765-1802 Fax (631) 765-9502 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREETa VILLAGE DIST. SUB. LOT t.LE io u e i5 . A1.1 h / ►, d 4 v/ G �B v e J L `1 FORMER OWNER N E ACR. S W TYPE OF BUILDING ® SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS ►i S' q4- L l ! 701p &A - .50T 7t 6IroLZ4 e/ 5. —it/ C- . 5 6 a Y z -7i i� — ,C � 6 . w -416 v qac , � ar- Elc)o d cS, '/hOMO SO a 17 q -Ag AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD a — Meadowland DEPTH House Plot BULKHEAD Total �./ .,� ✓ '� DOCK � �� �. �` �°; s .f4 � i a t ' �: ��mtriil �� ,- _ -� O ��0001� 5 , �9• 00 V oyo�oG $o n d of , oe 0014 N \ ' ♦ • is Uq• , ._ � .7. T 0 ti IZ6404�� 3 SURVEY OF PROPERTY SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-01-04 SCALE 1 "=20' MARCH 12, 2003 SEPTEMBER 16, 2003 REMOVED FENCE & ADDED CESSPOOL DECEMBER 8, 2010 STAKE EAST PROPERTY LINE MARCH 27, 2011 UPDATE SURVEY JANUARY 4, 2012 UPDATE SURVEY '6' .. AREA = 10,788.39 sq. ft. 0.248 ac. CERTIFIED TO: DOROTHY J. BOYD CHARNEWS JEANNE CAROZZA TERRY A. GORGA THOMAS E. THOMPSON BERTHA G. THOMPSON UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NDLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT TEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHAUL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS NDICATED IEREDN sHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY tPREPARED .=AND ON FlS BEIHAI.F TO THE lE , GOVERIAENEAL AGENCY AND UNDNG INSTITUTION USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED N ACCORDANCE WITH THE MRS" STANDARDS FOR TRU= SURVEYS AS ESTABUSHED BY THE LI.AL.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK FAX LAND TITLE ASSOCIATION. N.Y.S. Uc. No. 50467 Nathan Taft Corwin III Land Surveyor Successor To: St J. holes n, Jr. LS. J A. IDgegm LS. Title Sw►eys — S"Ihiom — Site Fkm — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MALLMG ADDRESS 1586 Moin Rood P.O. Box 16 Jamesport, New York 11947 Jamesport. New York 11947 In DRAINAGE SYSTEM CALCULATIONS: GARAGE AREA: 900 sq. ft. 900 sq. ft. X 0.17 = 153 cu. ft. 153 cu. ft. / 42.2 = 3.6 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOLS �--_ PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS:_ ej, tip, n O iC ,Al `� ` ► Wkwn, Jr. L.S. J� A. hMno LS. 7 1 ti !►w' .3r Vj OFFEM LOCATED AT .A 4? i Jameeport, New York 11947 Jameeport. New York 11947 n O iC ,Al `� ` ► Wkwn, Jr. L.S. J� A. hMno LS. 7 PHONE (631)727-2090 .aca OFFEM LOCATED AT .A 1566 Main Road SURVEY OF PROPERTY SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-01-04 SCALE 1 "=20' MARCH 12, 2003 SEPTEMBER 16, 2003 REMOVED FENCE & ADDED CESSPOOL DECEMBER 8, 2010 STAKE EAST PROPERTY LINE MARCH 27, 2011 UPDATE SURVEY JANUARY 2, 2012 UPDATE SURVEY SEPTEMBER 25, 2012 ADDED PROPOSED GARAGE AREA = 10,788 sq. ft. 0.248 ac. CERTIFIED T0: ROBERT J. CORAZZINI VIRGINIA A. CORAZZINI FIDELITY NATIONAL TITLE INSURANCE COMPANY MORTGAGE MASTER, Inc. UNAUIORIZED ALTERATON OR AODMON TO THIS SURVEY 5 A VIO ARON OF SECTION 7209 OF THE NEW YORK STALE EDUCATON LAW. COPES OFYHOT BFARM TIE LAND SURSE® SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CDIFICATIONS 9OHGTED HEREON SHALL RUM ONLY TD THE PERSON FOR WHOM THE SURVEY R PREPARED. AND ON HIS BEHALF TO TLE TILE OOIIPA/IY, OOVQiNNt]7TAL ACFNCY AND LEN09D I1S01UrIOH WM HERBON, AND TO TFE AS4gFiS OF INE LFMDRD 9 N 7UTION. CERRFICAIMS ARE Nor TRA SFFRABIE. THE ODSIENCE OF RICHT OF WAYS AND/OR EASEMENTS OF RECORD. 1F ANY. NOT sNDwM ARE MOT GUARANTEED. Bldg Dept copy from ZBA Final reviqweckdocumes ZBA File Date: han_aff Corwin III Land Surveyor Suaoeeeor To -J. Wkwn, Jr. L.S. J� A. hMno LS. Tide SLrveya — SubAfaforr — Site Pkm — Cmwh xtbn layout PHONE (631)727-2090 Fax (631)727-1727 OFFEM LOCATED AT NAILING ADDRESS 1566 Main Road P.O. Box 16 Jameeport, New York 11947 Jameeport. New York 11947 E i r sll MWFRS Reference Corner 3.0' WIDE (ZONE 2 & 31 �— 3.0' WIDE (ZONES 2 & 3) (ZOIJE 3; ;ZONE 2) (ZONE 3) C1 0 15.-6.. Cv} 3A' WIDE (ZONE 5) (ZONE 3) (ZONE 21 (ZONE 3) 24A' WIDE (ZONE 4) NORTH ELEVATION L3.0' WIDE (ZONE 5) 3.0' WIDE (ZONE 2 & 3) DESIGN AND 'EXPLAN ATOPY 1N,'-',TE0Z ) F -X F k D OR AN NL)LU 4 S R At. -:N f t +. T� r} ER!OR FACT �)f i_' AI_r. _`f'.L. R t� THt�E.! .n _ - HE C.,GR a.�� WI'!�-01i UNITS. N�RII"Y ..',!i "GOP.., WINDOW. S YUK;H' AN: SiDEL!G!t; LOCATIOt 's WITH THE 3.0' WIDE (ZONES 2 & 3) T# 16 GABLE TRIM HI -RIB STEEL SIDING T#21 CORNER TRIM T# 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T# 167 BASE TRIM i r 24.0' WIDE (ZONE 4) } 3.0' WIDE —J 3.0' WIDE (ZONE 5) (ZONE 5) V-0" 0 4 o O 0 () EAST ELEVATION VENT -A -RIDGE QQ 0 S' O.G. GUTTERS HI -RIB STEEL SIDING T#21 CORNER TRIM T# 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T# 167 BASE TRIM 124.0' WIDE (ZONE 4) 3.0' WIDE — 3.0' WIDE (ZONE 51 (ZONE 5) i ?? o o 0 O f0 I O co SOUTH ELEVATION Bldg Dept copy from ZBA Final reviewed documents ZBA File # Date • / 2' 8' SCALE: 1' 4' 16' OFFICE' ; CUTCHOGUE. NY i JOE NO. 1 128-018139 ----} VA v n_ W z Z Lu C� Z 0 d Z � � e Lu Z zz w � a O U U U Luo O U � Q O zm C) C/7 z LU = 0 uj w IL Lu 0 g J z Z SCAZE.'AS NOTED SHEET NO. S4 of S8 L 24.0' WIDE (ZONE 4) 3.0' WIDE 3.0' WIDE (ZONE 5) I` (ZONE 5) 15-0" I 15'-GY o 0 O ;n I co WEST ELEVATION C1 0 15.-6.. Cv} 3A' WIDE (ZONE 5) (ZONE 3) (ZONE 21 (ZONE 3) 24A' WIDE (ZONE 4) NORTH ELEVATION L3.0' WIDE (ZONE 5) 3.0' WIDE (ZONE 2 & 3) DESIGN AND 'EXPLAN ATOPY 1N,'-',TE0Z ) F -X F k D OR AN NL)LU 4 S R At. -:N f t +. T� r} ER!OR FACT �)f i_' AI_r. _`f'.L. R t� THt�E.! .n _ - HE C.,GR a.�� WI'!�-01i UNITS. N�RII"Y ..',!i "GOP.., WINDOW. S YUK;H' AN: SiDEL!G!t; LOCATIOt 's WITH THE 3.0' WIDE (ZONES 2 & 3) T# 16 GABLE TRIM HI -RIB STEEL SIDING T#21 CORNER TRIM T# 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T# 167 BASE TRIM i r 24.0' WIDE (ZONE 4) } 3.0' WIDE —J 3.0' WIDE (ZONE 5) (ZONE 5) V-0" 0 4 o O 0 () EAST ELEVATION VENT -A -RIDGE QQ 0 S' O.G. GUTTERS HI -RIB STEEL SIDING T#21 CORNER TRIM T# 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T# 167 BASE TRIM 124.0' WIDE (ZONE 4) 3.0' WIDE — 3.0' WIDE (ZONE 51 (ZONE 5) i ?? o o 0 O f0 I O co SOUTH ELEVATION Bldg Dept copy from ZBA Final reviewed documents ZBA File # Date • / 2' 8' SCALE: 1' 4' 16' OFFICE' ; CUTCHOGUE. NY i JOE NO. 1 128-018139 ----} VA v n_ W z Z Lu C� Z 0 d Z � � e Lu Z zz w � a O U U U Luo O U � Q O zm C) C/7 z LU = 0 uj w IL Lu 0 g J z Z SCAZE.'AS NOTED SHEET NO. S4 of S8 COLUMN PLAN LEGEND a - 3-2x6 LAMINATED COLUMN LOCATION - HEADERED TRUSS LOCATION O 3068 MB910 9 -UTE GLASS WITH CROSSBUCK WALKDOOR(S), OUT SWING, RIGHT HINGE WITH CLOSER, LOCKSET Q - (2) 4429 9 -LITE HAYFIELD SLIDING WINDOW (S) Q - (2) 10'-2' x 10'-1" OVERHEAD DOOR(S) - (1) 3'-6" X 3'-6" CUPOLA WITH "M" 30" WEATHERVANE NON-FUNCTIONAL ` - 81 M COLUMN BASE ANCHORS - RUN OND HEADER THRU THIS BAY Os - 7/16" OSB SHEARWALL LOCATION (SEE DETAILS SHEET S6 OF SS) - 120 LF PERIMETER SEAL PACKAGE 16"R - 16" DIAMETER FOOTING WITH 8" THICK MINIMUM READY -MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY -MIX TO TOP OF 218M STILT (9"±), PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. O \ (V \ O I 0 0 0 0 7-10 1/2" N ry 2-10 1/2" COLUMN PLAN ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND WIDTH HEIGHT 1 37 3/4" 81" 1 52 1/4' 33 5/8" 2' 8' SCALE: 1' 4' 16' �77 CUICHOGUF. --_=-9-01 S 139 -- o O_ 8 CL� ^� W m z w z a- ckf Z W U-1 Z zz ui � a 0 U r U LL -1 z 1— 0 = 0 U :z CL O Q O Z O n- U7 Z U -J D W CL O J O _I > Qz DRAWNBY.. BUSSMANN DATE'' 6/7/2012 CHECKED BY: J. SMITH DATE-' 06/15/12 REVISED DATE' -- REVISED DA M' — REVISED DATE.- — REVISED DA 7F.- — SCALE: AS NOTED SHEET NO, S 1 OF S8 N — I O 7 O N 01 O 7-4 1/2" 7-6" 7'-6" a 7-4112 N V-9' VENTED SIDEWALL OVERHANGS 1 IA I V-0" NON -VENTED ENDWALL OVERHANGS SS 29'-9" 29 -9 ' 16"R 16"R - 16"R 16"R ib"R B sb m ZBq dg Dept copyjdcum 22'-4 1 /2' - 16"R 16"R - 22'-4 1/2" nal reviewedQgts A File # [Date: � v / 17-10 1/2" - - —I i b"R 16"R -I— - 17'-10 1 /2" I V-101/2' - —�-< 16"R 16"R -�— - I1'-10 1/2' v � 7-4 1 /2' < 16"R 16"R — - i 7-4 1/7' N � 16"R 0 O 16'R �j 16"R O n 16"ii ? 1` \ / 16"R TT' C \ /J�\ Vvv / C \ / 16"R i. O \ (V \ O I 0 0 0 0 7-10 1/2" N ry 2-10 1/2" COLUMN PLAN ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND WIDTH HEIGHT 1 37 3/4" 81" 1 52 1/4' 33 5/8" 2' 8' SCALE: 1' 4' 16' �77 CUICHOGUF. --_=-9-01 S 139 -- o O_ 8 CL� ^� W m z w z a- ckf Z W U-1 Z zz ui � a 0 U r U LL -1 z 1— 0 = 0 U :z CL O Q O Z O n- U7 Z U -J D W CL O J O _I > Qz DRAWNBY.. BUSSMANN DATE'' 6/7/2012 CHECKED BY: J. SMITH DATE-' 06/15/12 REVISED DATE' -- REVISED DA M' — REVISED DATE.- — REVISED DA 7F.- — SCALE: AS NOTED SHEET NO, S 1 OF S8 NOTES: SL 15-8-2 SL 15-8-2 HO 1-3-8 _ NO 1-3-6 SL 8-5-2 7-3-0 7-3-0 8-5-2 EP 7-11-15 14-10-8 21-9-1 29-9-0 TC 7-11-15 1 6-10-9 1 6-10-9 1 7-11-15 SL 15-8-2 15-8-2 EP 14-10-8 29-9-0 TC 14-10-B -A 14-10-8 6-3-0 618G 11.25x16.25 C acov-r+a.io-o.iox�.o.c� ,1 618G-MN18-8.75x16.25 EP C3 R 01 05 r. m r, ••Nosy.o�; 15-0-4 29-9-0 15-0-14 14-9-6 -1- 14-8-12 apo 21-1-10 6-1-10 mm 6-1-10 in 29-9-0 EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR CAMBER 1-2-4 G 2.5 Scale: 0.297' = V r"vwnlm"" Robbins Engineering, Inc./Online Plus's sob nark Quan Type Span P1 -H1 Left OH Right OH Single Drawing 3090 30 RC MN PLATE 1 0223012 1 1 RC44 290900 4 0 0 Robbins Engineering, Ine./Online Plus- ®1996-2007 Version 20.0.025 Single Drawing per Page 3112r2007 7:39:17 AM Page 1 Job Mark Quan Type Span P1 -H1 Left OH Right OH Eng ineering 0 RC F-3090 3MN PLATE 3 0223012 1 RC44 290900 4 0 0 2x 8 Ho 1-3-B TCS 14-10-8 I 14-10-8 HO 1-3-8 � -Size- 11.25x16.25 0.98 2x10 SP -2401 BC C 2x 8 SP -2401 WB 4 � I SP -#1 WG --- 3.75x5 SP -#1 3.75x5 B D Tl W2 T2 - 6-3 0 W3 SiBG-MN18-11.25x12.3 W9 618G-MN18-11.3x12.5 1-2-4G WS W1 A E r' 51 I 18G-MT8H-7x16 F B2 WG 7.5x10 • 1 H 7.5x10 p� 618G-MN18-8.75x16.25 818G-MN18-8.75x16.25 SC 15-0-4 - - La 29-9-0 - EXCEPT AS SHOWN ALL PLATES ARE MN2020, # - PLATE SELECTED IN PLATE MONITOR Scale: 0.218" = 1' Robbins Engineering, Inc./Online Plus- APPROX B -I 0.19 1811 C I -C 0.44 2821 T Online Plus -- Version 19.0.032 G -C 0.35 2219 T C -F 0.44 2821 T Brace truss as follows: O.C. From To TC 2- 0- 0 0- 0- 0 29- 9- 0 BC 7- 6- 0 0- 0- 0 29- 9- 0 Loading Live Dead (psf) TC 42.0 4.0 BC 0.0 2.0 Total 42.0 6.0 48.0 Spacing 108.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft --1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 6426 0 5- 8 5- 5 E 6426 0 5- 8 5- 5 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.59 14280 C 0.28 0.31 B -C 0.98 13575 C 0.26 0.72 C -D 0.98 13575 C 0.26 0.72 D -E 0.59 14281 C 0.28 0.31 --------Bottom Chords --------- A -I 0.89 13430 T 0.55 0.34 I -G 0.78 10661 T 0.44 0.34 G -F 0.78 10661 T 0.44 0.34 F -E 0.89 13430 T 0.55 0.34 -------------Webs------------- F -D 0.19 1811 C TRUSS WEIGHT: 323.6 LBS Prevent truss rotation at all bearing locations. TL Defl -0.73" in G -F L/473 LL Defl -0.64" in G -F L/542 HE Disp LL DL TL it E 0.28" 0.04" 0.32" Shear // Grain in A -B 0.73 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: ICC -ES ER -2929 Plate - MN20 20 Ga, Gross Area Plate - MN18 18 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI A MN18 11.3x12.5 0.98 A MN18 8.8x16.3 0.93 B MN20 3.8x 5.0 Ctr Ctr 0.72 C MN20 11.2x16.2 Ctr Ctr 0.94 D MN20 3.8x 5.0 Ctr Ctr 0.72 E MN18 11.3x12.5 0.98 E MN18 8.8x16.3 0.93 I MN20 7.5x10.0 1.0 0.1 0.98 G MT8H 7.0x16.0 Ctr Ctr 0.80 F MN20 7.5x10.0-1.0 0.1 0.98 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Morton Buildings, Inc. Analysis Conforms To: ANSI/TPI 95 6 02 Run vertical thru bottom chord Joint G Robbins Engineering, Inc./Online Plus- ®1996-2007 Version 20.0.025 Engineering - Portrait 3/12/2007 7:39:17 AM Page 1 Max comp. force 14281 Lbs Quality Control Factor 1.00 � pF NEW TOX i q�\(Vs,y °sa,r�RemnaA 309ORC-0223012 CSI -Size- TC 0.98 2x10 SP -2401 BC 0.89 2x 8 SP -2401 WB 0.44 2x 4 SP -#1 WG --- 2x 8 SP -#1 Brace truss as follows: O.C. From To TC 2- 0- 0 0- 0- 0 29- 9- 0 BC 7- 6- 0 0- 0- 0 29- 9- 0 Loading Live Dead (psf) TC 42.0 4.0 BC 0.0 2.0 Total 42.0 6.0 48.0 Spacing 108.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft --1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 6426 0 5- 8 5- 5 E 6426 0 5- 8 5- 5 Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -B 0.59 14280 C 0.28 0.31 B -C 0.98 13575 C 0.26 0.72 C -D 0.98 13575 C 0.26 0.72 D -E 0.59 14281 C 0.28 0.31 --------Bottom Chords --------- A -I 0.89 13430 T 0.55 0.34 I -G 0.78 10661 T 0.44 0.34 G -F 0.78 10661 T 0.44 0.34 F -E 0.89 13430 T 0.55 0.34 -------------Webs------------- F -D 0.19 1811 C TRUSS WEIGHT: 323.6 LBS Prevent truss rotation at all bearing locations. TL Defl -0.73" in G -F L/473 LL Defl -0.64" in G -F L/542 HE Disp LL DL TL it E 0.28" 0.04" 0.32" Shear // Grain in A -B 0.73 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: ICC -ES ER -2929 Plate - MN20 20 Ga, Gross Area Plate - MN18 18 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI A MN18 11.3x12.5 0.98 A MN18 8.8x16.3 0.93 B MN20 3.8x 5.0 Ctr Ctr 0.72 C MN20 11.2x16.2 Ctr Ctr 0.94 D MN20 3.8x 5.0 Ctr Ctr 0.72 E MN18 11.3x12.5 0.98 E MN18 8.8x16.3 0.93 I MN20 7.5x10.0 1.0 0.1 0.98 G MT8H 7.0x16.0 Ctr Ctr 0.80 F MN20 7.5x10.0-1.0 0.1 0.98 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Morton Buildings, Inc. Analysis Conforms To: ANSI/TPI 95 6 02 Run vertical thru bottom chord Joint G Robbins Engineering, Inc./Online Plus- ®1996-2007 Version 20.0.025 Engineering - Portrait 3/12/2007 7:39:17 AM Page 1 Max comp. force 14281 Lbs Quality Control Factor 1.00 � pF NEW TOX i q�\(Vs,y °sa,r�RemnaA