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Town of Southold 3/13/2020 P.O.Box 1179 cm c, { 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41149 Date: 3/13/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1350 Woodcliff Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 107.-8-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/30/2019 pursuant to which Building Permit No. 44413 dated 11/15/2019 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 AS APPLIED FOR PER ZBA DECISION#7288,DATED 09-26-2019 The certificate is issued to Piecuch,Brad&Kathryn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44413 02-20-2020 PLUMBERS CERTIFICATION DATED r Au o ' ed i a ure =rte- TOWN OF SOUTHOLD � BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY fj�l � dao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44413 Date: 11/15/2019 Permission is hereby granted to: Piecuch, Brad & Kathryn 1350 Woodcliff Dr Mattituck, NY 11952 To: construct accessory garage as applied for per ZBA approval. At premises located at: 1350 Woodcliff Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 107.-8-1 Pursuant to application dated 10/30/2019 and approved by the Building Inspector. To expire on 5/16/2021. Fees: ACCESSORY $370.40 CO -ACCESSORY BUILDING $50.00 Total: $420.40 Bu n r- 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 fi-om plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance 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 completed 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 O I I S-12b 1�1 New Construction: X Old or Pre-existing 1 ,Building: (check one)W Location of Property: 1357D onei d 1 F br• t l t- V CK House No. Street Hamlet Owner or Owners of Property: 0(a.d . PI t cuc K Suffolk County Tax Map No 1000, Section I 0_7 Block O $ Lot V Subdivision Filed Map. Lot: Permit No. qftDate of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pE SO!/r�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • COQ roger.riche rt(D-town.south old.ny.us I�COUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Brad Piecuch Address: 1350 Woodcliff Dr City Mattituck St: New York Zip: 11952 Building Permit#: 44413 Section 107 Block- 8 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA- Mariner Electric License No: 45056-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 Twist Lock 1-1 Exit Fixtures TVSS Other Equipment. "Accessory garage" Notes Inspector Signature: T �2� Date: February 20 2020 81-Cert Electrical Compliance Form.xls O�aOP SOGTyo L4 3f:� cf # # TOWN OF SOUTHOLD."BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]-ROUGH PL13G. [ ] FOUNDATION 2ND f ]ANSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ' ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- LECTRICAL (ROUGH) [ `] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR l q q` / OF SOUIy�I * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG.- [ iV6UNDATION 2ND . [ ] INSULATION/CAULKING [A FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE•& CHIMNEY - [ ] FIRE-SAFETY INSPECTION' [ ] -FIRE RESISTANT CONSTRUCTION-= [ ] FIRE RESISTANT PENETRATION j ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 7110 • r REMARKS: � YV S �l _ r ZV�ft t4 DATE I INSPECTOR pf SOUIyo<o # # .TOWN OFSOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST °[ '] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [' j FIREZAFETY INSPECTION- ] -FIRE NSPECTION-] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR FIELD IN2-EC,TI�ON REPORT -DATE COMMENTS _ ofC�1 FOUNDATION (IST) 1 d� H -0.. ------------------------------------ . s FOUNDATION (2ND) z • � o H ROUGH FRAMING& PLUMBING C> dt • 4 r INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS '9- v E `0 • �H 9 y °z H x d r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 —� Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined �' 2019 Single&Separate OCT . reCel V`14 04:: Truss Identification Form 0 ��T,`, `S Storm-Water Assessment Form p (�} Approved Contact: � ,20 �fQ maii to: Brad V'i ecu C h Disapproved a/c r_ Phone:k —D 46) 'O(A,—1 Expiration 20 uilding Inspector APPLICATION FOR BUILDING PERMIT Date o l , 20 19 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. I f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 310 W6bd&IF W ►�1°t it 5Z (Mailing address of applicant) -State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder n wb.Qy' Name of owner of premises &0A ?I tCuu) (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 l Block V $ Lot 61 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy :51n6_0 f t?"iw b. Intended use and occupancy S Q W'-e- 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) \Dimensi ost Fee rgn:� (To`be-paid on filing this application) , number of dwelling units Number of dwelling units on each floor number of cars , co mercial or mixed occupancy, specify nature and extent of each type of use. s o existing structures, if any: Front Rear Depth Number of Stories Dimensio s o ame structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimen ons of entire new construction: Front Rear Depth Heig Number of Stories 9. Siz of lot: Front Rear Depth 10. ate of Purchase Name of Former Owner 1 . Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premisesNal-4 wyt R&z6kti' Address 8yZW60jC1 ff pry Phone No. —1 Name of Architect Ma vie k2_'. Address Phone No Name of Contractor INS C.OYLS}y Mu'n 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 X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUFF l 1:�) V-0+h 1ru Y1 1)f CU C �7 being duly sworn, deposes and says that(s)he is the applicant (Naive of individual signing contract) above named, (S)He is the ('W (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 this 15+"n day of 20/ L. DINYIrP L� CAI� Notary Public NOTARY PUBLIC,STATE Of=+VEW YORK ignature of Applicant NO.01 D W63069oo QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 Q�2DZ_ TOWN OF SOUTHOLD V BUILDING PERMIT APPLICATION CHECKLIST .BUILDING DEPARTMENT Do you have or-need the following,before,applying? TOWN HALL Board of Health SOUTHOLD,-NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C.- Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 1 20 - Mail'to:' Disapproved a/c Phone: &?l"7gO-OV/"7 Expiration 2 D 7 D Buil mg Inspector '01'aAnnROVAL -OCT, 2 5 2018 APPLICATION FOR BUILDING PERMIT' BUILDING DEPS'.- ' Date 1-01Z5-, � 20 19 TOWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted-to the Building Inspector with 4 Sets of plans, accurate plot:plan to scale. Fee according to schedule. . b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The-work covered by this'application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building_Permit to the,applicant. Such a permit 3hal l be kept on-the premises available for inspection throughout the Wo*rk. 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, ..£•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, for an addition six months. Thereafter,,a new permit shall be required. .. APPLICATION IS HEREBY-MADE to th�,Buildin*,I),epartment 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. grad P/eewl (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electriciari,'plumber or builder Owner - Name of owner of premises rad P►ecvLA - . ,(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: . 13.0 Woo d c l,r* ck- h'JA4(�-# ck a NV !195-2 House Number Street Hamlet County Tax Map No. 1000 Section - lo-7 Block Lot 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 Workr�ssav a�faaP /Fra„-� vG�d (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height ,Number of Stories Dimensions of same structure with alterations or additions: Front r,:::, f� Depth 6A Height Number ofes 'j`; _--j F ', C"ioofentewconstruro - Reax8. con: nt Depth Height Number of Stories, . 9. Size of lot: Front __Rear Depth f _ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be,removed.from premises? YES NO 14. Names of Owner of premises Address Phone No. Name'of Architect Address, ; _ Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland 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. STATE OF NEW YORK) SS: COUNTY OF being duly swom, deposes and says tluLD(g gB�Mlicant (Name of individual signing contract)above named, Notary Public,Mate of Now York No.0193415185050 ualified in Suffolk Count (S)He 1S the 'omm-is-Oon 4�yp4n April 147 2®� (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 fore e thi 11 c 1dayof � S 4 20 10 �. L &\ Notary Public Si ature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 29, 2018 TO: Brad Piecuch 1350 Woodcliff Drive Mattituck,NY 11952 Please take notice that your application dated October 25, 2018: For permit to construct an accessory garage at: Location of property: 1350 Woodcliff Drive, Mattituck,NY County Tax Map No. 1000— Section 107 Block 8 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed accessory building, on this nonconforming 34,207 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rearward. The plan shows the proposed accessory building located in the front Yard. Aut r gnature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: October 29, 2018 RENEWAL: January 9, 2019 TO: Brad Piecuch 1350 Woodcliff Drive Mattituck, NY 11952 Please take notice that your application dated October 25, 2018: For permit to construct an accessory_garage at: Location of property: 1350 Woodcliff Drive, Mattituck,NY County Tax Map No. 1000— Section 107 Block 8 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed accessory building, on this nonconforming 34,207 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The plan shows the proposed accessory building located in the front yard. Authorized ignature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. =r. BOARD MEMBERS ��0f SOUTyoSouthold Town Hall Leslie Kanes Weisman,Chairperson ,`O ll 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric DantesG Town Annex/First Floor, Robert Lehnert,Jr. '`O 54375 Main Road(at Youngs Avenue) Nicholas Planamento con Southold,Southold,NY 11971 http://southoldtownny.gov, ZONING BOARD OF APP,EAL�\� 29 2020 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064— January . January 29,2020 Brad Piecuch 1350 Woodcliff Drive Mattituck;NY 11952 Re: Request Denied,File#7288 Piecuch, 1350 Woodcliff Drive,Mattituck SCTM No. 1000-107-8-1 Dear Mr. Piecuch; I am in receipt of your email correspondence dated December 19, 2019 requesting approval for changes to your accessory garage approved by this Board for front yard location in Appeal No. 7288, dated September 26,2019. The requested changes to your accessory garage include installation of three(3)foot knee walls on the'second floor and pull down stairs; all as depicted in plans prepared by Mark Schwartz, Architect, dated January 8,2020 (S-1,A-1 thru A-4). In your letter,you also indicated that the space in the second floor is needed for storage only. According to the aforementioned ZBA decision the granting of a garage in the front yard is subject to the condition(No. 5)"that the interior of the garage shall be open rafters with no storage loft or upper story". Your request for approval is not de minimus, but rather a request to amend the Board's decision by rescinding a condition for the variance relief. On January 23, 2020,the Members of the ZBA met and discussed your request and were unwilling to vote to rescind the condition. S, r a es Weis an Chairperson cc: Michael Verity, Building Department December 19, 2019 RECEIVED )�a Brad Piecuch DEC 19 2019 1350 Woodcliff Drive Mattituck, NY 11952 Zoning goara Of Apeals Dear Zoning Board, I am writing you this letter in regard to my accessory building/garage located at 1350 Woodcliff Drive, Mattituck, NY 11952. 1 am requesting approval for my amended blueprints in which changes were made. The changes are as follows: 3' knee walls on the second floor and pull down stairs. I really need this space for storage only and need to maximize my storage capacity that will otherwise be wasted space. I appreciate you reviewing these amendments with consideration to my needs. Thank pp you. Sincerely, b - Brad Piecuch KQ± qqz- "77G Fq�• 5' 1 fe i�0"� � 1 t' y BOARD MEMBERS �*rjf SyO Southold Town Hall Leslie Kanes Weisman,Chairperson �� 1p 53095 Main Road o P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora C/� Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. Ol54375 Main Road(at Youngs Avenue) Nicholas Planamento y�ou ,� qrmithnirl NY ]]971 RECEIVED _+ http://southoldtownny.gov 3: 10 A ZONING BOARD OF APPEALS OCT - 1 2019 D)l -` °��l ,� TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 L1 �" ®Cl - 2 2019 Southold Town Clerk ,BTr _._7jP-i,NbINGS DELIBERATIONS AND DETERMINATION v,aR y MEETING OF SEPTEMBER 26, 2019 ZBA FILE: #7288 NAME OF APPLICANT: Brad Piecuch PROPERTY LOCATION: 1350 Woodcliff Drive,Mattituck,NY SCTM#1000-107-8-1 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 H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. 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: The subject property is a nonconforming 34,207 square foot lot located in the R-40 District. The northerly property line measures 244.82 feet and is adjacent to Woodcliff Drive. The easterly property line measures 150.00 feet. The southerly property line measures 151.12 feet then dips northerly 42.93 feet and proceeds southerly 122.78 feet for a total of 316.83 feet. The westerly property line is on a curve then runs to the northerly line and measures a total of 180.37 feet. This is a corner lot improved with a one- and a- half story wood framed residence with attached garage; an 18 ft. x 36 ft. in-ground swimming pool surrounded by a paver patio, a 20 ft. x 21.1 ft. wooden deck; a 12 ft. 8 ft. shed; an 8 ft. x 4 ft. outdoor shower attached to the easterly portion of the residence; and a 10 ft. x10 ft. shed set back 5 feet from the rear property line. The westerly side of the property located on the curved portion of Woodcliff Drive slopes to the road and contains trees and bushes, all as shown on the survey map by Nathan Taft Corwin III,LS and last dated July 11, 2019. BASIS OF APPLICATION: Request for Variance under Article III, Section 280 -15 and the Building Inspector's January 9, 2019 Notice of Disapproval based on an application for a permit to construct an accessory garage; 1) located in other than the code required rear yard; at: 1350 Woodcliff Drive,Mattituck,NY. SCTM#1000-107-8-1. RELIEF REQUESTED: The applicant requests a variance to construct an accessory garage on this nonconforming 34,207 square feet lot in the R-40 District which is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The site plan shows the proposed accessory building located in the front yard. ADDITIONAL INFORMATION: The applicant first appeared before this Board on July 3„2019. At this meeting the,applicant was asked to move the proposed garage to the east and away from the curve in the road to meet the Page 2, S>ptember 26,2019 #788, Piecuch SCTM No. 1000-107-8-1 principal front yard setback of 35 feet or more. The Board also asked the applicant to eliminate the proposed dormer, stairs and second story storage area in the garage. The applicant submitted amended plans for a one-story garage, 22 feet in height without dormers, as requested and re-located in the front yard with setbacks from the curved section of the road at 39ft., '35ft., and 45ft. The proposed new driveway will contain an 8' diameter x 4'deep drywell with catch basin. Two neighbors appeared at the hearings objecting to the removal of trees on the westerly portion of the site which might exacerbate the existing problems with drainage from the subject property on to the road cause by elevational changes. They also voiced concerns about the location of the proposed accessory garage in the front yard close to the,curved portion of Woodcliff Drive, as originally proposed, which could cause additional sight line problems for cars coming around the turn. The applicant responded to those concerns by making the proposed adjustments requested by the Board, as noted in the survey cited herein. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 3, 2019 and September 12,2019 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: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of homes that have been improved over the years. Most of the homes in the area have garages, some with detached accessory garages which are common in residential neighborhoods. 2. Town Law §267-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 property is a corner lot.with two front yards and an inground swimming pool in the rear yard leaving very little room to build a garage in the rear yard with access from the street. - 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the front yard location for the proposed accessory garage meets the front yard setback that the code requires for the construction a single-family home. - 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The proposed accessory garage will be fitted with gutters and leaders and a drywell to contain runoff in the proposed driveway will contain drainage on site. 5. Town Law §267-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 §267-b. Grant the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage while preserving and protecting, the character of the- neighborhood and the health, safety and welfare of the community. Page 3, September 26,2019 #7?8,Piecuch SCTM No. 1000-107-8-1 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Lehnert, and duly carried, to GRANT the variance as applied for, and shown on the survey prepared by Nathan Taft Corwin III, LS and last dated July 11, 2019 and the elevations and floor plans prepared by Mark K. Schwartz, Architect and labeled sheet A-1 and A-2 dated August 13, 2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Any lights installed on the outside of the garage must be dark skies compliant in accordance with Chapter 172 of the Southold Town Code. 2. Leaders and gutters must be installed on the accessory garage. 3. Drainage on the site must comply with Chapter 236 of the Town's Storm Water Management Code There will be no plumbing or stairs inside the garage. The interior of the garage shall be open rafters with no storage loft or upper story. 6. Tree removal shall consist only of the three trees noted on the survey cited above. 7. A drywell shall be installed in the proposed driveway as noted on the survey cited herein. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de mznimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town'of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vo f th Board: Aye : embers Weisman (Chairperson), Dantes, Acampora,Planamento and Lehnert. (5-0) ie Kanes Weisman, Chairperson Approved for filing / /o /2019 k July 3, 2019 Regular Meeting HEARING#7288—BRAD and KATHRYN PIECUCH CHAIRPERSON WEISMAN The first application before the Board is for Brad and Kathryn Piecuch #7288. This is a request a variance under Article III Section 280-15 and the'Building Inspector's January 9, 2019 Notice of Disapproval based on an application for a permit to construct an accessory garage at 1) located in other than the code required rear yard at 1350 Woodcliff Drive in Mattituck. Are you here to represent the application? Would you come to the podium please one of you or both of you. So we're looking to have an accessory located in the front yard where the code requires a rear yard location. This would appear to be a two story 22 foot high garage that you're proposing and I don't see any plumbing in it. What do you propose to use the second story for? BRAD PIECUCH :Just storage. r CHAIRPERSON WEISMAN : There's a lot of dormers up there which will create headroom and a lot of natural light. One wonders whether boxes require natural light and headroom. BRAD PIECUCH : I think the architect just put that on just kind-of as an aesthetic. CHAIRPERSON WEISMAN : Have you seen the letter from the neighbor objecting to the location? BRAD PIECUCH : I heard about it but I hadn't seen it no. CHAIRPERSON WEISMAN : Well one of the questions is one of the problems is that it's because it's a curve you're going to have to locate if you really need to build an accessory garage you already have an attached garage, are you going to convert that or you're still going to use that for a garage also? BRAD PIECUCH : Yes I'm going to keep the attached garage. I collect cars so the idea is to store my cars in the new garage. CHAIRPERSON WEISMAN : There's no way you're really going to be able to put it a conforming i rear yard given the nature of your property. However there is -a site line issue on a curve especially when it's proposed that close and on a slope on that part of the property which can cause drainage problems and the removal of trees and so on although I see you're trying to place it on the other side of some of those existing trees. You have apparently a garden, there's a couple a shed that's not on the survey that we noticed. We do site inspections we go out and look at every property before a hearing and when did that shed get put in? 3 .Y July 3,2019 Regular Meeting BRAD PIECUCH : About two three months ago. CHAIRPERSON WEISMAN : I'm looking to see what your lot coverage is on here. Is there another shed on the property or just that one?- BRAD PIECUCH :Just that one. CHAIRPERSON WEISMAN : The question is why not put the garage a lot closer to the house? BRAD PIECUCH : The reason is because there's that corner lot right there is a nice place to put it and there's trees-sight there. There's like three big trees that I don't want to take down. I mean if we have to we will you know to get approval but we were trying to save those trees so we didn't create an eyesore for the neighbors. CHAIRPERSON WEISMAN : Understood but you can put it on the other side of the trees closer to your house and create a much more conforming setback. The Board feels like you know it's understandable lots vary in shape and sometimes it's just impossible to do anything conforming with lots that are not conforming in shape and you're mostly all front yard. So I would suggest that if you could build a principle residence 35 feet from a front yard setback then at the very least an accessory garage should be 35 feet even though what's before us is just a non- conforming location I think this Board would feel a lot more favorably inclined-if in fact it was closer to your house where you could pretty much use the same driveway and just add to it to get over to the garage or the other option is to place it on the other'side of your house. You have a big front yard that says garden here. BRAD PIECUCH :That's like a hill that's like a big slope. CHAIRPERSON WEISMAN : So that's,too hard to build on. BRAD PIECUCH :Yeah absolutely. CHAIRPERSON WEISMAN : But the area near your house is quite flat. It's relatively more flat than let's say where you're proposing it now. BRAD PIECUCH : It's basically flat, the whole lot is flat except for the last probably fifteen feet on the corner it just kind of slo-pes down right there in the corner. CHAIRPERSON WEISMAN : Well also we're always aware of drainage so we wouldn't want you to cut the trees down number one cause that would cause more erosion and less water absorption but I think you were planning a room for this proposed garage on the other side of those trees much' closer to'your house., That would give a minimum when-you're house is set back 43 feet from the road and if you put it you know somewhere around there or you can slide 4 - July 3, 2019 Regular Meeting (inaudible) as long as it has the 35 foot setback and also that would make it much more conforming. It would be probably right now it's proposed at 28 but the garage is 22 so that's you're going to be like 60 feet away so if someone was driving around that corner you're not going to be creating any site line problems with potential accidents and things like that. See what I'm saying? BRAD PIECUCH : So you're saying the 35 feet off of the road. CHAIRPERSON WEISMAN : That's the minimum but what here why don't you come up and I'm going to show you on this sketch. What I did when I went out there so here's your street, here's your house you had it here, here's the trees I'm suggesting it go over here on the side of your house and you can use your driveway like that. Put in another driveway if you wish but cause that doesn't count in lot coverage but to put it here it's way too close to here, it could become a hazard. BRAD PIECUCH : What is the setback here that needs to be CHAIRPERSON WEISMAN :This is 28 or something. BRAD PIECUCH : And what's the CHAIRPERSON WEISMAN : 35 is the minimum. BRAD PIECUCH : Can I just go 35 this way which would be shifting it 7 feet and then same thing here. CHAIRPERSON WEISMAN : This would have to go back well you know what I can let you play with it but the bottom line is I think it would probably be if it's conforming to the 35 foot setback in all directions there's probably enough visualization. You want to put it on the flattest part obviously. You will have to conform to the town's on site drainage code all structures do. That mean gutters and leaders and possibly needs a drywell if you don't already have one. That's where the drainage runoff so it's going to have to go there and make sure there's nothing going on to the road. BRAD PIECUCH : One other thing here that is not pictured is a big beautiful tree right here a big pine tree. So this whole from here over is not really feasible. CHAIRPERSON WEISMAN : Well it certainly looked like it. You may not want it there but it BRAD PIECUCH : It doesn't show all the trees here.There's trees here,there's a tree here. CHAIRPERSON WEISMAN : Well all of this has yeah I know all of that had some tree and this is very flat grass and open. 5 , July 3, 2019 Regular Meeting a BRAD PIECUCH : So you're saying 35 feet from all directions from the road minimum? CHAIRPERSON WEISMAN : Minimum but we really don't want to see trees come down either SO. BRAD PIECUCH : Neither do 1 that's why we moved (inaudible) big beautiful mature trees. (inaudible) get this amended by the architect and CHAIRPERSON WEISMAN : I see there's no plumbing proposed in the garage it's just electric. BRAD PIECUCH :Just electric. CHAIRPERSON WEISMAN : And this is to be used for storage of cars and the second floor for BRAD PIECUCH : Storage. CHAIRPERSON WEISMAN : You have no intent of applying at some point for an apartment up there or use it that way? BRAD PIECUCH : No. CHAIRPERSON WEISMAN :Alright, let me see if the Board has anything else. MEMBER PLANAMENTO : You asked the questions I wanted to ask. CHAIRPERSON WEISMAN : Anybody down there, Pat? MEMBER ACAMPORA : I just wanted to say when I went on the site inspection there were two young boys, one was instructing the other boy about the ATV and so coming around that curve with a proposed garage there these two were in jeopardy because there is that curve and it does slope and we all know that sometimes people drive fast whether they live in the neighborhood or they don't. 1 think that the Chair's suggestion of moving this building so that drivers have a sight line cause there are young people in that a-rea. I mean I don't live that far away so I know what goes on around that road and just trying to get out of Woodcliff yesterday was a horror show with people speeding down Wickhams so nobody is safe anymore so I'm trying to make things as safe as possible for the area. I think it should be a consideration. CHAIRPERSON WEISMAN : Is there anyone in the audience who wishes to address the application? TERESA MCCLASKIE : Teresa McClaskie I live at 940 Woodcliff Drive and I'm the one who submitted the information. I'm on the down slope of the property so I do have quite a few concerns. I appreciate the Board making suggestions 'to the homeowners so that they can 6 July 3,2019 Regular Meeting better accommodate their needs. I still you know am quite concerned about any tree removal cause we try to keep a very natural barrier between our neighbors and ourselves for a reason because we do have quite a bit of deer in the community and again for privacy pretty much for privacy. So we're very much concerned about any trees even during construction they can be very well damaged cause they do have at least one beautiful big tree that I admire every time I go by that I would hope that the roots would not get damaged. My husband is in construction and as�soon as you start damaging the roots of a tree there's a good chance that in a short period of time that those trees will end up having to come down due to the interference of the roots. I believe there is another shed on the opposite side on the pool side of the property. I'm not sure is that correct? BRAD PIECUCH : Yes,yes there is. TERESA MCCLASKIE : So my point is how many sheds do you need and how many garages do you need? If he's collecting cars I understand that but then okay if you collect cars then where is the exhaust going to go when you're working on the cars? Am I going to listening to engines running and it being tweaked on, worked on and you know to what hours of the day and of the night? CHAIRPERSON WEISMAN : This Board does not have the jurisdiction over what a homeowner has the right to do on their property, that's unfair. We do have'jurisdiction over cutting trees and creating damage from runoff and things like that. TERESA MCCLASKIE : I'm very concerned about the runoff also. You can pull up the Highway Dept. information. For nineteen years it has taken me nineteen years to get the asphalt to be applied from the corner of their property to my property which is 940 Woodcliff Drive. All the sand basically I have a mini beach in front of my house on the side of the mailbox and right in front of my home so and again it took me nineteen years and the documentation is there and I have those emails to prove that I have faithfully requested for that to be addressed to stop the , sand from falling in front'of our particular property. Again, we are on the down slope, we do not have property drainage in the Anchorage, we've asked the Town Board to try and address that. I know that's another topic but again we're speaking about drainage and what can possibly happen here so again_I'm"very concerned about how'that would be addressed. I think that pretty much does cover it'so thank you: CHAIRPERSON WEISMAN : So your question was, what do you need to do next. You need to go back to the surveyor, have them add whatever accessory- structures are on the property. Remove the garden if there isn't-one there. I think what you need to do is have the mature healthy trees marked on the survey accurately and then show us where you want to put the garage so that those trees are not damaged and that you are at a minimum 35 feet in all 7 - July 3, 2019 Regular Meeting directions from the front road from the street. So I'll leave that up to you to determine. You'll have to think about it and do some measuring probably I mean you can't just do this off the top of your head and when you get that done,submit it to our office and the Board will take a look at it. As soon as we receive it we'll then make a determination. I don't think' there's any necessity to hold the hearing open. What we will do is I'm going to adjourn this however to the next meeting Which is in two weeks which gives you time to submit that survey. That means if we have any questions about it we can ask them.,If we don't have any questions we'll simply close the matter and then we'll deliberate on a decision and you'll have the decision based upon how long it takes you to get the survey. If the survey is in our hands with enough time to write a decision and we don't have any questions the earliest will be in two weeks but the latest would be within a month. We meet twice a month so it would have to be a meeting so it's either going to be at the next meeting or the following depending on how you get your surveyor to do the work and figure out where you want to put this. " BRAD PIECUCH : Ok great appreciate it so much thank you. TERESA MCCLASKIE : I have one more question I apologize. I know you discussed 'with him on how to possibly position the driveway and I wasn't part of that conversation so I'm understanding that the driveway will be adjoined to their current driveway? CHAIRPERSON WEISMAN : I don't know that. TERESA MCCLASKIE : Okay so that's something proposed in two weeks? CHAIRPERSON WEISMAN : It depends on where they ultimately wind up putting this garage and that will be up to,them as to how the driveway works but the driveway will also have to contain any runoff on site so if they need to put another drywell in there that's what they'll have to do. All applications have to conform to Chapter 236 of the Storm Water Management Code. It's in every decision that we write., TERESA MCCLASKIE : Thank you for clarifying. BRAD PIECUCH : I believe the driveway has to also be approved by the Highway Department the curb cut. , CHAIRPERSON WEISMAN : The curb cut. You might find that it's cheaper and easier since you have one curb cut to just adjoin it depending on where you put rather than to/have to go through that rigmarole of getting yet another approval but that's up to you. So I'm going to make a motion to adjourn the hearing to the Special Meeting on July 18th subject to receipt of the revised survey. I presume the building plans will remain the same. July 3,2019 Regular Meeting BRAD PIECUCH : Do I need to get the actual blueprint redrawn as well? CHAIRPERSON WEISMAN : No, if it's the same building you're proposing we only need to see where you're locating it,just a survey. BRAD PIECUCH : So the survey will have to show the new location. CHAIRPERSON WEISMAN :The setback,.it will have to show-lot,coverage, it will have,to show all the sheds that are on your property, the existing and the proposed. Existing would be your house and the two sheds and proposed would be,adding the garage. I have a motion is there a second? l MEMBER ACAMPORA: Second. CHAIRPERSON WEISMAN : All in favor? MEMBER LEHNERT :Aye. MEMBER PLANAMENTO : Aye. MEMBER DANTES :Aye. MEMBER ACAMPORA :Aye. CHAIRPERSON WEISMAN :Aye. (See Minutes for Resolution) HEARING'#7290—HC NOFO, LLC/TODD FEUERSTEIN C RPERSON WEISMAN : The next applic ion before the Board is for HC FO, LLC/Todd Feuer ein #7290. This is a request for varian s under Article XXIII Section 280- 4 and the Building spector's December 26, 2018 Notice o Disapproval based on an applica -on for a permit to molish an existing dwelling and const ct a new single family dwelling d an accessory gar a 1) proposed single family dwelling asuring less than the code req ' ed minimum rear ya setback 'of 50 feet, 2) proposed acces ry garage is located in other th " the code required ar yard at 6370 Skunk Lane in Cutcho e. Is there someone here to represent the applicati ? ISAAC COFFEY : Hi I'm Clay fey the architect for the project. CHAIRPERSON WEISMAN : Do you ve any green cards to submit? 9 September 12, 2019 Regular Meeting MIKE KIMACK : I saw that. CHAIRPERSON WEISMAN I guess cause it's non-conforming you me it's not a naturally regulated feature? The eer actually regulate it basically. Alright, I guess th 's it then. Hearing no further questions or c ``mments"I'm going to make a motion to close the earing reserve decision to a later date. Is the\second EMBER LEHNERT:Second. CHA PERSON WEISMAN :AllMEMBE PLANAMENTO : Aye MEMBER LE NERT: Aye. MEMBER DANT : Aye. I ' MEMBER ACAMPO : Aye. CHAIRPERSON WEISMA :Aye. (See Minutes for Resolution) HEARING#7288—BRAD,and KATHRYN PIECUCH CHAIRPERSON WEISMAN : The final application of the day is for Brad and Kathryn Piecuch and this is an, adjournment it's a carryover so there's no need for me to read the Notice of Disapproval again. So where are we from the last time we met? BRAD PIECUCH : You guys wanted,us to do a couple of things, revise the survey, get the plans redrawn to show it as just a one story and we did that. CHAIRPERSON WEISMAN : Let's see did we get copies of that? BOARD SECRETARY : No not yet. CHAIRPERSON WEISMAN :Are you going to give us copies? BRAD PIECUCH : Yea just one or CHAIRPERSON WEISMAN : Well we should all have one, how many copies do you have? BRAD PIECUCH : I think I have four with me. 53 September 12, 2019 Regular Meeting CHAIRPERSON WEISMAN : Okay let's take those and see if we need BRAD PIECUCH : Also we had the plan redrawn eliminating the second floor upstairs. CHAIRPERSON WEISMAN : Alright so you are submitting then the do you have just the one copy of this redrawn elevation or do you have more than one copy? BRAD PIECUCH :The blueprint only one. CHAIRPERSON WEISMAN : The floor plan and elevations of the structure. Do you have more than one copy? BRAD PIECUCH : Just one I'm sorry. CHAIRPERSON WEISMAN : This isn't a big size we can make copies alright so Kim will make copies for us.Trn. going to pass this down there and then pass it to the end. Now let's see about the location. So you didn't change the proposed location. BRAD PIECUCH : Yes I did. MEMBER LEHNERT : He did. He made it comply to the front yard setbacks. CHAIRPERSON WEISMAN : What I'm saying is what we just got a copy of is what we already had. In other words he's,moving the garage BRAD PIECUCH : We moved it so at least CHAIRPERSON WEISMAN : Well I had in my`file what you just handed me are the same surveys basically. MEMBER DANTES : No the one that he just handed here is different than the one he MEMBER LEHNERT : It's different than the one we have. CHAIRPERSON-WEISMAN : Mine is the same for some reason. Yep I don't know w,hy but it is. MEMBER LEHNERT : They probably had an old one in there cause the one he just handed in it complies to all front yard setbacks. CHAIRPERSON WEISMAN : I know but I had that already. I don't know why. MEMBER DANTES : He submitted this a while ago. CHAIRPERSON WEISMAN : Yeah this survey was submitted before. 54 t1 . t September 12,2019 Regular Meeting BRAD PIECUCH :That's the revised survey. CHAIRPERSON WEISMAN : Yes the revised survey has'been submitted before. Yes remember we said show us what trees have to be cut and you know make it conform to the setback so that we have. What you've done though is you've drawn it's now being proposed as a.one story accessory garage. There are no dormers in it. Would you like to see this, I presume you're here for that. Why don't you come forward. _ THERESA MCCLASKY : Is that considered a one story? CHAIRPERSON WEISMAN : One story is well this is 22 feet high to the ridge and there's a storage and two garage doors basically. We have attic stairs but wait a minute is that a-pull down? BRAD PIECUCH : I think he put in there attic pull down to be determined CHAIRPERSON WEISMAN : I mean we're not really seeing a second floor on here okay. THERESA MCCLASKY :That should be clear(inaudible) a staircase or a pull down. CHAIRPERSON WEISMAN :This is drawn as a ladder. MEMBER LEHNERT:There's no staircase shown. CHAIRPERSON WEISMAN :There's no staircase showing.'' I THERESA-MCCLASKY :To be determined is that what he said. CHAIRPERSON WEISMAN : It's not on here.that way. There's no second story no. That's it if you have a pull down stair it's because you want to access what? BRAD PIECUCH :.I mean mainly'it was just going'to be storage just above the rafters to put stuff 'but-whatever.) have to do to,appease everybody I'll do. CHAIRPERSON- WEISMAN : I think we just eliminate"that that's it. It's just an open rafter one story, no stairs garage. Now let me show you this survey 1 don't know if you've seen this. This is the newer one. It's been pulled back so from `the corner it has a 35 foot which is what the principal setback of the dwelling would be, You could put a house here and this is the size, it's 26 x this is 39 feet this is 35 feet.This tree would have to come down.There's a drywell, there's a small tree here and they're proposing a dry well in this gravel driveway and at least these two trees would come down. This is 45 feet, 31 okay. If you want to talk that's fine but we have to record it so you gotta go back to the podium. I just wanted you to be sure to,be able to see okay. So there are no it's not showing anything than the ones that have to be removed. That's 55 September 12, 2019'Regular Meeting ' • t , all we asked them to do.Just show the ones that you have to take down.So anything else that's on his property is not being-cut. Is that correct, is that your understanding? BRAD PIECUCH : We tied ribbon around them as well as we were told to and obviously put the new sign out front. ' MEMBER PLANAMENTO : Pardon me,for the record would you each state your,name. THERESA MCCLASKY :Theresa McClasky. PERRY HINDON : Perry Hindon. CHAIRPERSON WEISMAN : And you are neighbors? PERRY HINDON : Correct directly across and she's directly next door. CHAIRPERSON WEISMAN : Alright, would you like to say anything at this point? TERRY MCCLASKY : Yes I still have concerns about the tree removal cause.) was under the understanding that that survey would have all the trees on it for the purpose of it so that the r property would not be striped and very specifically because of as we discussed a,t the last Zoning Board meeting the pitch of,the road down towards my property is very high and as it is I'd like to present to you a picture of the runoff off,their property right now based on their CHAIRPERSON WEISMAN : We have been out there a couple of times already so we do know what the'slope is. THERESA MCCLASKY : So that's the slope of their property and with heavy rains as you can see a lot of the shrubbery has been removed and therefore 'is now eroding and that sand basically !� comes down towards in front of my house. So there have been some other shrubs that have, been removed but again going back to the survey I would understand that if all the trees on that portion of the property were labeled and,it's.as if those trees do,not exist. CHAIRPERSON WEISMAN : No not necessarily. Approving this survey would be to say you are only allowed to cut down three trees as shown on this survey. Everything else-must remain on the site. PERRY HINDON : I think that there's mature trees, very mature trees and at th'e last'meeting that we were at in July you Had asked that possibly-*the shed be moved closer to the house so that,the driveway wouldn't be at the high end of the way°that the property goes is there's a pitch at the curve and where the house is it's more level and so where'this garage is proposed he's right at a high level so that it taking up those mature trees will leave a bare area. If the driveway were to at least curve toward the more level area at least then you wouldn't have all 56 September 12,2019 Regular Meeting that runoff coming down it's a sharp pitch. I think that the picture doesn't really I guess you can tell I mean it's like four feet five feet MEMBER LEHNERT : He would have to comply with the Storm Water runoff codes no matter what and contain all the runoff-on his site. MEMBER DANTES : He's got a dry well and the dry well will address that problem and it's on the plan. CHAIRPERSON WEISMAN ;There's a dry well proposed right in the driveway to catch runoff and would capture runoff,from the driveway. PERRY HINDON : Well what about the lower I mean he can put a drywell in the street'I mean CHAIRPERSON WEISMAN : No it's in the driveway. PERRY HINDON :,Across the whole driveway? CHAIRPERSON WEISMAN, : No, no the driveway will have to be pitched so that runoff,goes into the drywell.-Look the town has a Storm Water Management code and all drainage is supposed to be retained on site so none of it goes into the road. It's next to impossible everywhere in th'is town to do that. We all know that we know these neighborhoods and you know stuff was J constructed long before any of those things were issues. However we'do everything we'can to make sure that any kind of storm water or well water everything that sprinklers all that stuff is supposed to be retained on site through, dry wells, through various means, gutters and leaders and so on. So meanwhile the real question is, now we have a one story structure okay with no habitable space in it, no heat, no bathroom, no, plumbing we're just talking about electric. We have at this point three trees proposed to be moved. We have a.conforming front yard setback alright. ,Now I'm going to ask the applicant-pne more time, why go,u feel you need 44.7-feet from your house to locate this garage, why you do not want to put it closer to your house? BRAD PIECUCH : Basically there is that whole corner is unusable unless I put something on it and to construct that garage closer to the house is going to be you now a lot more money. There is irrigation in `there that would all have to get changed. There is a side lot there's a concrete little wall that is there. There's just doesn't really make sense to put it there and then even if we did slide it closer to the house there's,a b g pine tree in the front that would have to get removed`you know as well so it's kind of THERESA MCCLASKY : And my comment on what Brad said is still, it's a very dangerous curve and it's if you,have*not come down that road CHAIRPERSON WEISMAN : We have. 571. 'September 12,2019 Regular Meeting THERESA MCCLASKY : As Ms. Acampora had seen with kids riding their bikes,-there's other kids on ATV's those kids come up that corner and start from the.top-of the-hill in front of her house riding their bikes straight down the road and any bus or`any you know large equipment coming by we have gas deliveries, we,have you know any lumber, the town trucks come through you know it's a sharp turn and to have a structure 1,understan'd he's conforming now and I do ti r appreciate the effort I want to make that clear but I'm just I'm stressing the safety, concern I; about that particular corner. So I think if they're interested in putting a garage it still,needs to e be brought in closer to their property you know'or else put it on the opposite side of their house which theri.(Inaudible) piece of property that has their garage on their side so like garage to garage per say and it's a full road where it's visible for anyone backing out or pulling into the area it's visible. It's not on a blind turn. Basically this is on a blind turn so that's the safety aspect of this of my concern about this garage again. BRAD PIECUCH : Understood. Can I-say something? So be that it's meeting the setback now it's I' 40 feet off of the corner, before I bought the house it was all•brush that whole corner so it was ,+ a blind corner before I took all the nasty brush and garbage out of that corner. Being that it's 40 a feet off the corner there's no way that it's going to be a visual block. CHAIRPERSON WEISMAN : Well it's 35, 45 and-39. MEMBER DANTES : What's the clearing when you have to have that triangle for the highway? It has to be 30 feet so he would meet the triangle that's required by code. . CHAIRPERSON WEISMAN : There's a cone of vision for�intersections and curves that says that you know to avoid blind spots and things like that you need 30 feet and he's conforming with that. I have a feeling that and I totally understand what you're saying, I think you're concern is runoff more than anything else at this point. He's got a drywell there, I still don't understand why moving it a little bit closer to your-house would cause a'hardship because frankly what are you going to put between the garage and your house? BRAD PIECUCH :That's the yard. CHAIRPERSON WEISMAN : You have a whole huge back yard with a swimming pool in it. It's a side,yard. BRAD PIECUCH': Yeah. , CHAIRPERSON WEISMAN : What are you going to use that side yard for? i BRAD PIECUCH : That's my front lawn, 1 mean that's you know that's a beautiful yard. `I 1 1 September 12,2019 Regular Meeting CHAIRPERSON WEISMAN : Well, I'm satisfied that the safety concerns are essentially addressed and that it's now a one story accessory garage. He's going to have to cut down three trees and no more because that's all you're showing me here and approval will condition that and anything more than that will be a code violation. Now if the Board you know I see if you moved it over another five feet I don't know exactly how much would be gained and how much would be lost. BRAD PIECUCH : I'm meeting the setbacks I don't understand why CHAIRPERSON WEISMAN : You are, no I'm just exploring. I'm just attempting to explore reasons. I'm not necessarily agreeing with everything. 1 asked to do the setback of what you could put a house on 35 feet. You've done that but it's important that the record have information in it that all issues were addressed. That's why I asked you what are you going to use that for. Now do you have a sprinkler system there? Do you have underground things not shown on this survey located there? BRAD PIECUCH : Where the garage has to go? CHAIRPERSON WEISMAN : Between the house and the garage. BRAD PIECUCH : Yes correct. CHAIRPERSON WEISMAN : Okay and what would-those be what utilities are there? BRAD PIECUCH : The sprinkler system is there. Like I said there's a concrete like retainer wall. It would have to come down. CHAIRPERSON WEISMAN : No it wouldn't. Concrete walk. BRAD PIECUCH : Wall.There's like a little CHAIRPERSON WEISMAN : Where's a wall I don't even see a wall. BRAD PIECUCH : It might not even be on the survey. CHAIRPERSON WEISMAN : It's not on the survey. THERESA MCCLASKY : Again that',s inconsistencies that information should be on the survey then. BRAD PIECUCH : Well Taft just came out and redid my survey so CHAIRPERSON WEISMAN : Maybe he didn't think it was important to put it in. 59 September 12,2019 Regular Meeting BRAD PIECUCH : Maybe. THERESA MCCLASKY : So that means it may be small enough to have it removed so again if it can be moved back a little bit more I think it would just would be more neighborly and CHAIRPERSON WEISMAN : Well look the bottom line is we've asked him to put in what the code requires. BRAD PIECUCH : Right not what they want. CHAIRPERSON WEISMAN : I'm trying to be very polite and fair to everybody. The bottom line is we asked him to meet those setback that would be required if he put a house there, a two story house would be allowed to be there. He's got a 26 x 26 foot what's the height? It's one story but 22 to the ridge. Now the roof is way down here. We go by the ridge. It's going to be an open rafter structure. There will be no apartment, there will be no habitable dwelling, no bathroom. He's going to use it as a garage. BRAD PIECUCH : Correct. CHAIRPERSON WEISMAN : So you know I can understand why it would be in some ways logical to put it on the other side but I can also see the argument not to. He has a right to enjoy his property also and he's got a swimming pool there and who wants to look'at the back of a garage. So you know this is what happens, this is what's great about a public hearing. People who have concerns come in and you look at what's reasonable and if you can find something reasonable and keeps meeting the intent of the law then we grant it if we can or you don't you deny it. THERESA MCCLASKY : But you had mentioned as well who wants to look at the back of a garage. (inaudible) on my particular side of CHAIRPERSON WEISMAN : He has a right to put an accessory BRAD PIECUCH : Besides that's (inaudible) there's trees there. CHAIRPERSON WEISMAN : I was going to say the trees (inaudible) are not being cut. 1 THERESA MCCLASKY : That's why we (inaudible) CHAIRPERSON WEISMAN : Screened and it's buffered. THERESA MCCLASKY : But again the leaves fall off the trees and so for the balance of the year we're not talking Christmas trees you know so that buffer is not going to be there so my other 6® September 12,2019 Regular Meeting question would be about the lighting. I'm hoping that there would be some sort of law in place to prohibit like night pollution. CHAIRPERSON WEISMAN :They have to be dark sky compliant. THERESA MCCLASKY : Dark sky compliant oh that's the term. CHAIRPERSON WEISMAN : All lights now have to be. You know he can put in-one of those timer things that light u.p you know that turn on and off-at dusk and dawn that gets bright from motion and goes back to dim but you know all of the lighting on exterior buildings now in the . town have to conform to that. No more great big flood lights lighting up the sky even though they might look pretty in the trees we don't do that now.Anything else from the Board? THERESA MCCLASKY : I have one more question,will he be able to if you could possibly address the drainage on your portion of the property that's forming now, is that something you could BRAD PIECUCH : It's covered in the building plan I believe. CHAIRPERSON WEISMAN : You have to address the Board. You can talk to each other•out there but in here you have to talk•to us. BRAD PIECUCH : So actually what we plan to do after the garage is actually is plant more vegetation to help with drainage and erosion and you know. We have a beautiful property and we're going to keep it beautiful, we're not like you know defacing the neidhbdrhood and we can't even you know like I said there's woods basically.between pur properties so you really can't even see the garage. THERESA MCCL'ASKY : But those are woods that are'(inaudible) behind so thank you. CHAIRPERSON WEISMAN : The new set of drawings that you brought in showing the one story structure. Since the survey says to be determined about the stair what we're going to condition that it will be an open rafter unfinished structure with no stair BRAD PIECUCH : I don't know why he did that. CHAIRPERSON WEISMAN : Maybe_it was a carryover from the previous it might have been left from the previous drawing.This is all done on auto cad and this happens. BRAD PIECUCH : All I told him'was we have to,take the stairs out and take the dormers out which,he did. September 12, 2019 Regular Meeting CHAIRPERSON WEISMAN Right and he just left that vestigial thing hanging, what does not show on here and it typically doesn't but will be in the decision is that you're going to put , gutters and leaders on this building. BRAD PIECUCH : Absolutely. CHAIRPERSON WEISMAN : And there would have to be drainage. BRAD PIECUCH : It,still has to meet town code. CHAIRPERSON WEISMAN : It has to meet town code. BOARD ASSISTANT: What was the other condition you were mentioning? i CHAIRPERSON WEISMAN : No removal of the trees'other than the three that are on here, gutters and leaders on the subject'thing and the interior shall remain as an open raftered structure with only one slab, garage slab, no storage above, unheated, no plumbing and only electric non-habitable and have to put gutters and leaders on this thing that is discharged on site into a drywell. BRAD PIECUCH : So there's no way I can put like a little heater in there if I work in my garage in the winter? CHAIRPERSON WEISMAN : Well if you want to stick an electric space heater . u BRAD PIECUCH : Yeah some sort of heat. ' CHAIRPERSON WEISMAN : That's an appliance a portable appliance.That's not like you put in in the wall a heating unit: BRAD PIECUCH : No a garage heater-or a space heater. CHAIRPERSON WEISMAN : A space heater is fine as long as it meets fire code or you might burn yourself to death. MEMBER DANTES : Like a little (inaudible) heater? BRAD PIECUCH : Yeah something like that. CHAIRPERSON WEISMAN :That's not a problem. MEMBER DANTES : I think it's permitted by code too. ; CHAIRPERSON WEISMAN : Yeah it's like putting a microwave., J September 12, 2019,Regular Meeting BRAD PIECUCH : What I'm just trying to do is put a garage to store my cars that's it. I'm not going to move people in, I'm not building bathrooms. CHAIRPERSON WEISMAN : Okay I think we got it. There is no one else in the audience to address the application and no other comments from the Board members so I'm going to make a motion to close the hearing reserve decision to a later date is there a second? MEMBER DANTES : Second. CHAIRPERSON WEISMAN :All in favor? MEMBER LEHNERT: Aye. MEMBER PLANAMENTO : Aye. MEMBER DANTES : Aye. ' MEMBER ACAMPORA : Aye. CHAIRPERSON WEISMAN :Aye. (See Minutes for Resolution) r- 63 b 0 r.� Scott A. Mussell ,IDSUFFQ/r ST 1R.MWA\' IER. SUPERVISOR � ( r �T � z I��1[A\lam A\G]EI��1UE1� SOUTHOLD TOWN HALL-P.O.Box 1179 v' g 53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town of So u tho l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Cheek List Form to the Building Department with your Building Permit Application. APPLICANT_ (Property Owner,Design Professional,Agent,Contractor.Other) S.C.T.M. #: 1000 Date District NAME. Ti e-r-u cion 05 01 1s 201,9 Section Block Lot 7 V f� FOR BUILDING DEPARTMENT USE ONLY � Contact Information (e 31 1 4 a-- Li t-1 (T,kph-,N—b,,) Reviewed By: - - - - - - - - - - - - - - - - Date: Property Address /Location of Construction Work: —[dApproved — — — — — — — — — — — — — -- ` •p for processing Building Permit. 3� 1�V®®C�(!�a� Isy'� Stormwater Management Control Plan Not Required. ala N a,,� �� 1,L�S 2 ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 o�S�FFOt,��oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Roado Fax(631)765-9502 P. O. Box 1179 y Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ib l.SI gal CI Owner: �+r(,�d I"I takch Location of Property: ) 3Sb ' obdC ,ff bh VIP- Please take notice that the (check applicable line): ✓ New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) P Signature: Name (person submitting this form): 'PieC,lk Capacity (check applicable line): X Owner Owner representative TrussRegl5.docx Effective 1/1/2015 1. DIAMETER S i~'?Lcl.c�i 1 i{",tsta��}�♦�'+•*.:C• �`{ "! -� ,�y s�,�aL`i tis'i�k.-•? REFLECTIVE WHITE REFLECTIVE RED (- f *'{' �r'f♦ r° .y -[� �fy„'`'�y!J'y'Iy}.,r/ ,�! ! z.4LL';`4 � d � ♦mss 73:. sJ • - . . • lhk - - STROKE The construction • designation be • toindicate • • classification of understructure DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION INCLUDING"F53 FLOOR FRAMING, GIRDERS AND BEAMS ROOF FRAMING FLOOR ROOF FRAMING "Ril"IUALLD STANDARDS CODES BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD .'' ''✓y Town Hall Annex - 54375 Main Road - PO Box 1179 CZ CIO Southold, New York 11971-0959 (631) 765-1802 - FAX (631) 765-9502 1 tiF :rogerc-( 'southoldtownny.gov seand(cr�southoldtownny.gov APPLI-CATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: C9 /gR&O Company Name: r (I C Name: p y-+ S�G�ine,V�C� License No.: M C_H SD S(, _— email: Address: 2 yt P 1190) ---- - ------ - ---- -- - -- ---- -- - -- -- - -- ---------- ------------ -- - Phone No.: 571P Y12 7111 JOB SITE INFORMATION (All Information Required) Name: ya&�i e-CU _Y) Address: I� 01 �vcC( (-1SZ Cross Street: -) r Phone No.: Bldg.Permit#: j 9 '� '� email: 0,11 ON �� b 1. C Tax Map District: 1000 Section: Block: Lot: j-- BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: . YE / NO Rough In F anal Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form xls i ' RECENED l`CCJA llZ`lS SEP 12 2019 Zoning Board Of Appeals URVEY OF PROPERTY ` SITUATED AT - ,e MATTITUCK �° •: e •° .0 TOWN OF SOUTHOLD ° - — w 3rA.74o SUFFOLK COUNTY, NEW YORK ``°�4 %' w w 578'62'°• S.C. TAX No. 1000-107-08-01 °• 8 A ° . • • e �•_ a - 22 g 1Z2�0 c';a SCALE 1"=20' �� �. ,•e.' �>'EaDE ae P" ,�`', �we FENCE U1 x'Y MAY 8, 2000 i` A ) RENS OAF BOE f m JUNE 24, 2016 UPDATE SURVEY „' PST '� JULY 11, 2019 ADD PROPOSED GARAGE e' AREA = 34,207 sq. ft. Ly 0.785 ac. e Dd mwz \ b o • • • ° ° ) 5d ?a _ _ -S• _ Sr,s cn cn 4,• ATJ • 1yi � 59' �°^ �P v+ti �r� CERTIFIED T0: p eq`ya `N •• i Nuc BRAD PIECUCH ° p GPSFNO� a•131sY}qq 4� a ORK F pG`r 12 � n 4 FIDELITY KATY ECUCH NATIONAL TITLE INSURANCE COMPANY 1 &GPR PNAa Tw a EVERBANK • 3S y ��' � NOVS c+c9'u"� �+' wppO '� '� 10 • O - O hA1' 1+ iP a ' O Y °•. II t C ` a w U1 ck: Coo' sP vy'w • - �`� 1 - Vii- ,noa°cc5 WET- �Pm f� O ° w s� 1 VES faoNa Y GONE CE ;0 • f1,rCE 1RREw"I FBI o ��, \Y�\ ti2' FINAL MAP m o o a.w X22 z \ fpaND �°"�` REVIEWED BY ZBA' SEE DECISION# 725) Na DATED/�lel may 7 g 42'40 W N GOIMcCA SSE J fv 'L°a P+° "" ND OgU tjFvjNS ° y�• z 5 RONALD M. McCA W N Pa"v GAftYEtg f E TERE O oPREPARED IN ACCORDANC WITH THE M1WMUM RaE VAS d $° STANDARDS FOR TITLE SURVEYS AS ESTABUSHED £ 5 1•�` N/ /t OTHE lTHAPPROVED °A°A RcOcioN.C S(11FRSUCHENNEEWYOORKSTTELNDGI ELD M M 5�h-ts OF 0 CT tr N Y 5 Uc No 50467 UHAUFHOR2ED ALTERATION OR ADDITION Nathan Taft Corwin III TD TMSSURVEY IS A VIOURON OF SECTION 7209 O<THE NEW YORK STATE OEUW CLand Surveyor COPPIESS O OF THIS SURVEY UAP NOT OWING R THE S E SURVEYORS EALS DINENOT SEAL SI TO A SEAL SHALL NOT BE CONSIDERED - - TO BE A VAllp TRUE COPY ' CERRnCARONS INDICTED HEREON SMALL RUN Successor To Stanley J s 0 ONLY TO THE PJoseph gcgno LS. ERSON FOR WHOM THE SURVEY Aaksen,Jr LS In ' m IS PR�.PARED,AND ON HIS BENALF TO THE - nTLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys—Su6drosrons — Site Plans — Canstruchon Layout LFND'NG WSTITVIION LISTED HEREON AND TD TH_AssICHEEs DF THE TENDwc INsn- PHONE(631)727-2090 Fax (631)727-1727 t W D V ii�J T 0 CERDFILATIONS ARE NOi TRANSFERAB E V B�1 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD,IF 1586 Mom Rood P.0 Bax 16 ANY,NOT SHOWN ARE NOT GUARANTEED Jamesaort,New York 11947 Jamespert,New York 11947 36-122 v REVISIONS: HEALTH DEPT 00/002009 ii�coa 11 1 11 1 11 11 11 fill 11 It 11 If I 11 if I 11 It s U M 013 0 0�.�D C ❑ ❑ b :EF—LELI ® R REAR ELEVATION FRONT ELEVATION W SCALE: 1/9"=1'4" SCALE: 1/8"= 1'-0" z o �• VI EV an � �� ; � n RECEIVED lLfC�� 112.`l5 SEP 12 2019 SURVEY OF PROPERTY Zoning Board Of Appeals SITUATED AT •'e . ° MATTITUCK • e HE MaN TOWN OF SOUTHOLD ° _ r SUFFOLK COUNTY, NEW YORK / 6b,4' �R"Fw k q !• a 5 j8'42 4D W 36414 Z „ ' \ES , - �O�IpES•' 2 S.C. TAX No. 1000-107-08-01 -e a/VER�� $ b0• Vt � ° °, •'� 224' 5,v SCALE 1"=20' Hl� • ' •° E WE FEN N U,a�PP �,A t'1 • .Q MAY 8, 2000 1` •° E00 m y PD i A v T _ 24 REMgINs or >3, � JUNE 24, 2016 UPDATE SURVEY �� ° • POSTkFAILFENCE JULY 11, 2019 ADD PROPOSED GARAGE �C�,Z M 0 O. o 4 o m AREA = 34,207 sq. ft. 0.785 cc. • m A • , A • \ WOaa S�WP>d•' • qo -10i- 4 A Vl ° �+ • .a • - : \�• S IS�ES �RC\T. 7.S V1 V1 - ° ° �v1Wr+• �eE� ° zZq o 5a�� �^ $ a os CERTIFIED TO e�°PrY� ems„ dONSE BRAD PIECUCH a o�PSLH •dp / e0.�5 FRP e KATY PIECUCH FIDELITY NATIONAL TITLE INSURANCE COMPANY . 3Sg :S 1 NpVSE &G�� a ` wo°aTE P•,fr0.PA}o o EVERBANK fi . • o, �/ f�v NESE Ao 'a Aq�tP�°a 60 °°• . (� 1 a` 5d ;�� o WaPOUNO p`DL P� . •° ° •a II t �Al _,.µ cE55pO�a0'�. O °M 1.15111 ,Napo T� O 5 \ n 450. 1�- WHO tiE '" ° Z 1 1 \o` W cNL NON O \� p6N NCE lV o 10• \$ 055. •� N IENLE o I o RREw =—x—" n A SLE •�ti FINAL MAP m REVIEWED BY ZSA O Z 9r+ \ faONa MON Oy L SEE DECISION# 795) °• L FOUND PIPE 7a•42'40„ W N10 1F CASK IE N �I ro#�`GNa�aP�rt UNE N1OaUFKIK NS DATED —/ 1-2L11 'J 5 RONALD M gCCASK W N vDs".naE GARY D J DUF z TERESA VALERIE • � !• Z� ND Z rna • +` PREPARED IN ACCORDANCE WITH THE MINIMUM 42 40' F SICIE Y�THE LIALS DS FOR AND SURVEYS VEAND ADO=TEUD y� £ 5 1• LD 16�t D'CASKIE SUCH USE WE NEW YORK STATE LANG 1 , TERg9A �I y�pSEQ`h`2`�� z — r /NYS LC No 50467 _-� TO TH'SOIZEDSURV Y IS ATION OR ADOmON Nathan Taft Corwin iii SET O SURVEY IS A VNEW YORK OF SECTION 7209 O�THE NEW YORK STATE EDUCATION F LAW CLand Surveyor COPIESPIESOF THIS SURVEYMAP NOT BEARING THE LAND S SEAL SHALL INKED SEAL OR SI TO HE SED SEAL SHAM NOT BE CONSIDERED TO BE A VALID TRUE COPY N CERMCATICNS INDICATED HEREON SHALL RUN Successor To Stanley J Isoksen,Jr LS ONLY TO THE PERSON FOR WHOM THE SURVEY Jaseph A Ingegno LS IS PRED.AND ON HIS BEHALF TO THE 0 TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys-Subdmsrons - SdC Plans - Canstruct—Layout R`t 7r To THE ASSIGNEES LISTED HEREON AND W 11v�j TD THE AERTIFI NT DF M LENDING INsn- PHONE (631)727-2090 Fax (631)727-1727 ST TU ON LERRFICA ON5 ARE NOT TRANSFERABLE E THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS WE AND/OR EASEMENTS OF RECORD,IF 1586 Mam Road P 0 Box 16 ANY,NOT SHOWN ARE NOT GUARANTEED Jamesport, New York 11947 Jamesport,New York 11947 °Y 36-122 • yrc i REVISIONS: HEALTH �/OOR009 DEPF �22 a I�`'k'/l/o Nv q N Of cl- Q J OY`- U » � W m cry 01 C c N C v zs._o. x ° � x 14'-0" 6'-0" i � �•� 3046 3w6 F'�,i ]VON -----------__-------________ ---------------- CZ19-vata OR (2)2XSHDR $ Z O O I I C = N a+� �••'r1.3!4%11.71e ML w/(4)= ( T15JMLUPSET te a-i ` -=,- = H/4%11-7/B ML RIDGE 7 I C 33'd"STEEL POST Q -- V*106'%IZ'fTG N W 0 Q 1 1 V1 u ....... __.... ..............••_ 1 ATnC O ( STAIR ( ^1 ^ 1 TBD f , O Z O — (2)31L�ND 011-3/4%9V2MLHEADER 011l/4%9-12 MLHEADER Two" 2'-4"L 7'-11" 9'-81f_,^ 6'-Olh" W 26'-0" (� ')OPFRAMING QR GADEn1GTHWL OYRROOF PLAN R S)TOTALWA(LHTIGHT FROMRAB TOBEATIOW 2WAUTOBEFRAFDWTH2%4DF2®16'OC O A O SCALE: 1/81 _ —O1 Z)EAVES EDGE.GUTTER.FASCLL.RAKESdcTO BE >" INSTALLED ROOFAREA.12250 FT 3)ICE&WATERBARRIn(TOBEAPPUED(ICOURSE) FLOOR PLAN 3)wSTALLWALLOVntPEIUMETEASILLPUITE F r-1 IDO%RUNOFF T/HR.137CU FT AIONGPERMRER. 4)SILL PLATETO BEZX6 ACQ OVER TERMITESHIELD lFy�+ H W INSTALL edea Pdeq ORYWFLL SCALE: 1/8"=V-0" SILLSEALSILLPIATETO BEAN0,1QUOTO a z DAYUh11 TAPACOY 169N FT 4) INSTALL 15f FELT OVER ROOF fHINGIFSAf PER FOUNDATION PERCODE U PER OWNER A�4 51 nDINGANDUNDSUAYMENTPEROWNER INSTALL OVEAVT IXIERIOR SNFATMNG /•a F U H _ FINAL IAP REVIEWED B SEE DE SI®N # DRAWN MH/MS E�AT'E®3_ 102 12 JSCALE OB# I Tuesday,August 13,20 9 SHEET NUMBER L A-2 2 REVISIONS: HEALTH DEPT 0000/2009 M',luk,01ma 130 N O O � U �+ -• •- I -• - I -Nu a M O1 bM h U 1111111 1 1 Jill 11 111 1 2 Mill lill IIIIIIIII 0==n Z41 Hill b0 ❑ ❑ V •a a REAR ELEVATION FRONT ELEVATION W SCALE: 1/8"= P SCALE: 1/8"= 1' z 0 ��11�• F `.J W a Bldg Dept copy from ZBA Q A Final reviewed doc ments ZSA Fil # 'Date: / I�r/ I o a --- --- -----•------ — ------------------- - - o3 N / Q C ❑ ❑ �r: t w a � c�� LEFT ELEVATION - - � � � _ RIGHT ELEVATION � '' DRAWN MH MS l SCALE. 1/8 — 1, '�' t -.-n--�- SCALEti JOB#. SCALE: 1/8"= 1' �0 January 22,2019 a •! `Z., � 9 �,J�ry�� c� SHEET NUMBER. 1 REVISIONS: HEALTH DEPT 00/00/2009 a o i N U e a 26,-0" Enzo �o 6'-0" 14'-0" 6'-0" � u 3046 3606 tt 16'OH b (3)9-12 Mt HDR (2)2X8 HDR I o o I 3-A%V731 O (2)]4POST (2)2X POST Z (TYPICAL) (TYPICAL) x 12N7 W c 4 Ic 4'121h- 21'-21h" p (2)2X16 N o R ` 1-3/4%11-]/a ML RIDGE " g -� ^•J•—(•)1-3/4X11 7/1 ML=(4:5=STEL!(ALT•(5=21 ML UPSEF BEAM) I I a H OIq p Q V1 12 ........ ...... ................. = 0 4� (2)2X4 POST (2)2X4 POST uy VW uy F� 0 0 o g ® R)2X8 HD (2)1-3/4%94/2 ML HEADER (2)I-3/4X9-V2 ML HEADER _ 3b• B-0• B-0 Ftidg dept copy froZ t1 16,0" 6.-0112 review_q ents 9'-81h" 6'—O+h" ZBA F1 # / w Wet /a b/` 26'-0" t )INSTALLEXTERIOR GRADE SHEATHING OVER ROOF PLAN ,C ROOF FRAMING 0 TOTAL WALLHEIGHT FROM BE ATIO-0'. O SCALE• 1/811= 11 2)EAVES EDGE GUTTER FASCIA.RAKES-TO BE 2)WALLS TO BE FRAMED WITH 2X4 DFl2 QIVOC O ^�y INSTALLED(TYPICAL) FLOOR PLAN 1--I 3)INSTALLWALL OVER PERIMETER SILL PLATE 4Ty ROOF AREA 122 SQ FT 3)ICE 6 WATER BARRIER TO BE APPLIED U COURSE) 166%RUNOFF.2'MR.137NFi ALONG PEMIDER. 4)SILL PLATE TO BE 2Xb ACID OVER TERMRESHIEU) INSTALL 4dla 4-dap DRYWELL SCALE• 1/811 11 SILL SEAL SILL RATE TO BE ANCHORED TO DRYWELLCAPACITY 169 CU ET 4)INSTALL I5®FELT OVER ROOF SHINGLES AS PER FOUNDATION PERCODE PEROWNER 5)SIDING AND UNDERLAYMENT PER OWNER.INSTALL "� OVER V2 EXTERIOR SHEATHING. O �� EEEA��'1'1'S So r �,•+N� '3 CID 1 fail M f6' DRAWN. ME/MS SCALE JOB#: January 22,2019 SHEETNUMBBR. A-2 1 l ELEGTRIGAL �. INSPECTION REQUIRE® OCCUPANCY OR SITE DATA: SCTM # 1000-107-08-01 APP ® ED AS NOTED USE IS UNLAWFUL DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY- 342075Q FT 0 785 sues WITHOUT CERTIFICATE ESTIMATED AREA OF 4500 SQ.FT. DATE: B.P.# COMPLY WITH ALL CODES OF GROUND DISTURBANCE. NEW YORK STATE & TOWN CODES OF OCCUPANCY FEE: � BY; EXISTING HOUSE zona-zsQ-Fr. 61 i NOTIFY BUILDING DEPARTMENT AT AS REQ UI D AND CONDITIONS OF EXISTING PORCH 64 0 SQ.FT 02% 65-1802 8 AM TO 4 PM FOR THE I ® SOUTHOLD TOWN ZBA EXISi1NGDECK azzosQ Fr. ,z C7 FOLLOWING INSPECTIONS: 'RETAIN STORM WATER RUNOFF 1. FOUNDATION - TWO REQUIRED PLANNIN BOARD EXISTING POOL 6480SQ FT- 19W W PURSUANT TO CHAPTER 236 •DO"NOT PROCEED-WITH ;• o FOR POURED CONCRETE I °h STEES OF THE TOWN CODE. ERAMING'UNTIL SURVEY k a 2. ROUGH - FRAMING & PLUMBING PROPOSED GARAGE 67605Q FT. 20 40 CD-YD BCU YD 3. INSULATION N -®E� ' OF"FOUNDATION LOCATION- a HAS BEEN APPRVE®e 4. FINAL - CONSTRUCTION MUST PROPOSED DRYWELLS• (2)8'X4' 12 CU YD. 4CU.YD BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE MUSS PLACARnhma REGLM E0 TOTAL 39,42 SQ.Ff. 11.4°h 52 CU.YD 12 CU YD REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE PQM O O D C L I F F D R I V E MEETS&BOUNDS BY NATHAN TADT CORWIN III SURVEY DATE 05/08/2000 DESIGN OR CONSTRUCTION ERRORS. `°E`NR NCE N 71042'40" 224.82' o A W i�lz A�4 0 6� w H araum. a ,j N / L 1 a t' c+'1 oGam: •__' r 3110 I I ouvEe-.r / PROPOSED -""" / GARDEN GARAGE PORCH J - O 9 S 1-1/2 STY.HOUSE a 'r3 ;45.0' c -• SITE PLAN N �G ® — a ----- SCALE: V — 30'-0" ° c d !� HAY BALE O0.SILT FENCING v ® M DECK N36X18 S 780'7'214011Vv w,a.rno INGROUND POOL N F.0 122.781 ........... ........-..................... W �� rl oi Itis B'' All exterior lighting z -�•orS installed,replaced or S 71042'40" W 151.12 3 c� IrePaired shall t�onforin s �L/MS t®Chapter 172 ,o„I: I , I il/8/2019 SBEETNIIMBE& of the'rown Code S-T SCTM # 1000-107-08-01 SITE DATA: DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 34207 SQ.FT. 0.785.— - - ESTIMATED AREA OF 4500 SQ.FT. - - - GROUND DISTURBANCE: EXISTING HOUSE 2084.2 SQ.FT. 6.1% C"l1 EXISTING PORCH: 84.0 SQ.FF. 0.2%00 - EXISTING DECK: 422.0 SQ.FT. 1-2% - - EXISTING POOL 648.0 SQ.FT, 1.9% - - PROPOSED GARAGE: 676.0 SQ.FT. 2.0% 40 CU.YD. 8 CU.YD PROPOSED DRYWALLS: (2)"X4' - 12 CU.YD. 4 CU.YD. TOTAL 3914.2 SQ.FT. 11.4% 52 CU.YD. 12 CU.YD. 11 MEETS 6 BOUNDS BY: NATHAN TADS CORWIN III SURVAY DATE: 05/06/2000 �^ V 1 151.12' Lu S 71042'40" Vv,!;� STORM WATER MANAGEMENT DETAILS W rnROOFAREA 822W FT N.T.S. W '_. !_ �//\�� • T 100%WATER RUNOFF 137 CU FT % 0 a" O. PROVIDE(1)S DUL Ka'DEEP DRFWELLS O ^_ ^. DR-1—APACm 1—FT O �. PROPOSED DRIVEWAY_8155U FT Fi VDRYWELLSTOBE O(;FF fi fTTFR•cTANDARD R• AT 100%WATER RUNOFF.IK W.FT, a ��I1).Al..IFIGIELTON_______________________________FENCE.._._-___. _.___._____________. PROJIpE P)BOIA z1DFFP ORYWElLS A).00 Nor BCGININGTALUnON UN(R 9IR TIU7FS HAVE erFN PROPEitLV PRrPARED2).WR ARATFHA), wREAOEn1ORIXKAKYFE-701N kOTTaN. V1 / B).PREPAREwaFA65 USING METNOGS PENMMENDED BV THE MANUFACNRE fOR O r lAOiIEVBIG THE PEST RESULTS fOR ME9 SfRA1F UN0E THE PROTECT CQVDIIKNB V 227g [ PAIX bNCLYROTECULSURFACES PNDS RFA[SINO NTA W HOSSIMIW O p� VPROTECDVF BAOONG PAIM I.'�1MASONRY PATIO 7.A)PERFORM—INACCORDANCE WITH CIA%ANDPOOK AND THE DRA11).GUDERTO DE PRC HED TOWARDS LE—I-T02'FOR EVERYb'OF RUNV).SHEET METAL JOIN LENGTHSVJIM WATERTIGHT JOINTS.36X18INGROUND POOL NENCENEOSTORM SEWERmMIN. gPAR)oPna�—EVIsa lm PRODUCTS UNTE-COMPLFTTON O PROJECT. E Q B7.T�C�PI PUR OR aEPLA¢MMAGEO Paooucrs IREoaE suasrAxnu DECK H 1 ry 77 MASONRY PATIO ASPHALTWALK ITS Oft 0 • NO MORE R WOOD TIES - PROPOS rDWORk AS __________ cONC HAY BALE 09"fiL�'�"ELt�CM G _ BI O WALK fn FENCE POOLI . _____ i E UIP10= -------- _ N _ CESS , I --_ • ----------- Poo J � -"------ ----- ---------- 1A FENCE 1-1/2 STY.HOUSE y 45.0, I , t► x v a o O m Tei - I W DIA\ O X o A 4'DEEP I (� >4 (z � (n \DRYWELL GARDEN / PORCH ! ;I - O Z / CONC.WALK I PROPOSED 0 '" \ GARAGE / TOP401L 11-4 I\ NLOCATIONI LOCATION V Cyj A WOOD TIES I \ "o - U) CONCI PROPOSEO DRIVEWAY I WA0a0 T I ' I N a)) ASPHALT a DRNEW Y 2 \ I 3S.OA Q ICIi' O ,� m 0 o w o O DRYWELL WITH 1--1 / m CATCH BASIN I 224.82N 7104214011 E u o / ONSTRUCTION cn ENTRANCE N WOODCLIFF DRIVE P4 SITE PLAN � x SCALE: 1" = 20'-0" nc DRAWN: SCALE: �APdj�d6�. . ' JOB#: x ' 12/16/2019 SHEET NUMBER: S- 1 SURVEY OF PROPERTY SI T UA TED A T d6 MATTITUCK e "•°d 4 ° Gd ° ..d . . d., FOUND A CO C. TOWN OF SOUTHOLD :d .p MON• n n SUFFOLK COUNTY, NEW YORK d �R D a s ° • 364.74' C+ Oy p d �.. d 5 8• �--1 S.C. TAX No . 1000- 107-08-01 Dee. d "� ONERNEADj 8� ,40" w GS d `L24• ��•�z�o, �,�j SCALE 1 "=20' Ad 22• 'd , e •d'Q �� S �d ^ PPVEMENS �j OF VT1LC('( ppl4 G� u1RE FENCE '�', `( MAY 8, 2000 REMAINS gSC RAIL FENCE N� __X JUNE 24, 2016 UPDATE SURVEY POSTJULY 11 , 2019 ADD PROPOSED GARAGE J 0� a e �, AREA = 34,207 sq. ft. d° 0.785 ac. d pp. d E d .Q� Q d .. eLU ^ Q: V+ Q .p C � •e n•2 � � d C^N \N. P pl m �� d L O d e.. . . d : �N� 0 e d .. e d d �'° G_,\REE n v� \ R\CK 'SEP ' N z] d d' p' \ 000 \ESwP�K. o' o O O a -4 e \ f e d N PNP\S n ONG.. ..... o-a L/1 Ul e < Co - \ a O o ° PS '\\ES :'pORG--I- r�� e,9 J . 24 5 P O a< O 22 A" o• ERNG� ap_ CO. S,i _ Qos CERTIFIED T0: Y , ° . - ..> D�sE 04 BRAD PIECUCH QP• LL �N ° �Fz(�6\A a� e�\c 5 �n. N RPrAE a KATY P I E C U C H A e °. 0 (,p e ''Q' \00' e. i SCEP ,2o S�ORGPRPGE j\a o FIDELITY NATIONAL TITLE INSURANCE COMPANY �2 PP a EVERBANK ANG OD t\E nPIER .� .0, • /l/ a f�2a N• NO SSE OBER 40 `NO 'rn. N 44.0 XPi d .e a_ - ..:: 5 ! o \NGROVNo pd. e II 1 ...P.::6:r.........::'.:.:.�:.::..... AAS TEs� . REE00 P�jD G�K Naq�opRQ .::::: d OpR \$()a o N POO\ q2C PSPN GN Ln d v c Q Q m o \SOOD j\ES GP�E cn £m 0 ° FRAME 1 FOOD Z O ea d SHED `° D I\ES m 45 Q' IJ woo N' ND MON CU z 1 �. FE cE oN c. d �' 6,N 1 N w W 100 05 C) ° tJ & FENS 0 \✓ J POST WIR>� � '� 1RREGUTAR�x�x z i \ FENGE 5, r 0 tJ F2 4 N �X�X—a( 1 22.3 B 5\OGKPDE o' O FOVN� 6N 01A. G L J E in FRN PIPE F e G PROPER E\N o r+ S S -7g- 42-' 40 w D G��M�C ASKIE 'cNo J w\RE FENGE PLaN N� ND OBIUFUFKINS 0 p RoSAL M MGC W t� PO 6` GAR J• Y B z TERESA o o \RREGD VALERIE 20 a PREPARED IN ACCORDANCE WITH THE MINIMUM 1 q�O STANDARDS FOR TITLE SURVEYS AS ESTABLISHED N�C�MGCA SJr E FORTITLSUCHUSE BY THE PNEWVED YORKNSTAA E LATED SN. 014,kLD G NIGCA RERESA 7i Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft-Corwin I I I TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. N CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE 0 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND �QA TO THE ASSIGNEES OF THE LENDING INSII- PHONE (631)727-2090 Fax (631)727-1727 F 1�1 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS S� Y THE EXISTENCE RIGHT WAYS ANDEASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY,, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 36-122 SURVEY OF PROPERTY a SITUATED AT MATTITUCK • .d a p °° d °p a OUND MON• 4.6 .d d TOWN OF SOUTHOLD .4 A. a d -- SUFFOLK COUNTY, NEW YORK ° d w 4.7 4' o °. p.°d ap °d \FS ..d A. ... a. ,�.. n ° W1RE5. �- 5 7$'42.'40" 36 ,Z S.C. d d . °. °. O�ERNEPO� 2� g2 �zA'011w TAX No. 1000- 107-08-01 �d p ° PPVENENTp. p ! 5 "1220 C' SCALE 1 "-20' OF POLO GUI(SRF4'NE MAY 8, 2000 2.• \\{\/� ° REMAINS OF a Y A ° u �f l � n POST & RAIL FENCE JUNE 24, 2016 UPDATE SURVEY y JULY 11 , 2019 ADD PROPOSED GARAGE �� Nm � i ° ° o u ° a 4Z d .A d y O . 4A." a' p ° °•e °. .d ° a < e AREA = 34,207 sq. ff. 0.785 ac. p a d A ° R'CEIV D A .. ° m ' fol .do Oo d Dd a d 'd ° (L^�� Zoning Board of Appeals a SFEP m C7\ p 01\r-y- 4 ' y.. 000 t�ES�P�K. a 4 °. ° ' \ o. ° ° PSPNP�j ° GON�N' 0 .d 4 Do . ap \/ 4 4. 9 "' 5 T FRPME 4� ° a d �RE� . O o NN o�o io SNEO Bldg Dept copy from ZBA (AIF °d ° a� 224 5g ,2 SMP Final reviewed oc ants W� CERTIFIED T0: d , pRO�Py�EN�PS�N b i �. NOv56 p pG�tG ° a o / / es EP �RPME s BRAD PIECUCH ° KATY PIECUCH R� RPG FIDELITY NATIONAL TITLE INSURANCE COMPANY �pVSE > J�R"PNG ODD�� PP.ER PPS\a o EVERBANK :'ii::::?r:. v Z� N. NOOSE 0 40,1 NI ... '. :..:.�:.:::.r?:....:.. �F. 44�tP \NGROUND P0M5C RoP�6a::: '...... . ARE AA o o� ''O' °5 W s� ° II P pR-P C7 ....::: w p0 PSK. N Na N REti.. OOL NPS d 0 d Z p E �. P P 00 Ln (D ��ES GPZE m O f m .° SEE 1 WOOD i O 'FEES \ � d z 1 WOOD MO O 1 �A FOUND N J 'w fENCW GONG d P j 10 .0 00 p55. N J ULAR FOS[ & WIRE �To m O N FENCE IRREG �X�X m QJ 2.4N StOC E FENCE A �1 X12 1 z \ FoUND M N EN v r ND ' CONG FRON PIPE '� W ' LINE p ' °42' 40 N/O/FAfc SKIE G PROPER 7 Z a Z S 7H RoNALA G Mc ASKIE co � p5S & ��REFENG� PLaN N`" YND OBU�UF5 1llqs4 TER lyi 1�1 O o \RREa��R P CABBIE J* e z o VALPREPARED E UM NIO/F CASgIE STANDARDS IrFOR TITLE SURVEYS AS ESTABNCE: WITH THE LISHED S lv C S IE FFORBY THE SUCHI USE BYNTTHEPNEWVED YORKNSTA E LAED ND BONA I) �M NJ TITLE TITLE ASSOCIATION. TEgE lVi tE OF A,1 '0 'V f 'r'I'JN1Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin Iii TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED N TO BE A VALID TRUE COPY. O CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. O IISNPREPARED, AND TO THE ON ON HIS BEHALFFOR WHOM TTO THEHE V� Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND L TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 FaX T r, y TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. (631)727-1727 -C\I�vTEST V Y THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS -W AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 36-122 REVISIONS t_ _,5t9© a 0 M N O p 'Q I I FJ M M N a - - - -- N - - - - — — — — N x 44 ui FEI 11:71 [0 M r0l Fo O O I ' O OI 1 11 1 0= 1 11-11.] 1 111 01 Hill III I I I I I I I-1.1 1112�� I I I I I I LLU%% REAR ELEVATION FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" z Q w o � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - O a L. W 0 0 O � Z u- 0 0 o O 0 0 Ho coLo ` a r 9 DRAWN: MH/MS SCALE: 1/4"=1'-0" . ;xF9ts• >� JOB#: LEFT ELEVATION RIGHT ELEVATION �..� ,� .,a Thursday,October 17,20 9 k `�� )3 SHEET NUMBER: SCALE: 1/4" — 1'-0" SCALE: 1/4" = 1'-0" I REVISIONS © 0� 26'-0" A 6'-0" 14'-0" V 6'-091 26'-0" N m ^j n 3046 3046 /J m N d. (2)9-1/2 ML HDR (2)2X8 HDR p• ° ' p d • p• d . p d • p. p d • p• d . C d • ,1.i }� fy • .� O o q' O I x � U O ce p o .r co V N N m , N I N LL d D O � X N V v 4'- 0 '-o ; 0 0 WrrF�y t 1 (5)1-3/4X11-7/8 ML W/(4)5/8"STEEL(ALT.:(5)20"ML UPSET BEAM) I I O1 4 V O (o � - -�- -;- - - - - - - - �-- - -�� - - - - - - �� - � - d N � d Up cD C'41 1 CV 1 1 d 1N a 3.5"dia.STEEL POST �� 0 a Q 000 Q Ll, r – – W/3,6"X36"X12"FTG N O W/(51}#5 REBAR E.W. I LL V v 1-N N W ¢ O I •-----------0 --------- •--------------------- V1 0 I I ATTIC I 0 I STAIR I i N i i i ce ' a 1 1 1 1 0 d O 1 TBD 1 1 ko p a/ X Q ^ I 1 O 1 t 1 N M 1�1 1 N 1 1 1 N • 1 1 1 t 1 I 1 I 1 1 I 1 1 1 1 1 Q v 1 1 1 1 O O I 1 I 1 1 1 1 I 1 1 1 1 (2)2X8 HD i (2)1-3/4X9-1/2 ML HEADER i i (2)1-3/4X9-1/2 ML HEADER i 4 7'-11" 9'-81/21' 6'-0,/2" 81 " 3'-3" 2'-2" 8'-3" '-5, " 8'-3" '-11» w ol „ O 26,-0„ 26'-0 O W > >' 1).TOTAL WALL HEIGHT,FROM SLAB.TO BE AT 10'-0". 1).8"h COURSE CONCRETE ABOVE SLAB. ZE z 2).WALLS TO BE FRAMED WITH 2X4 DF#2 @16"OCA LLL Y 2).4"CONC.SLAB,REINFORCED W/6X6 10/10 WELDED WIRE FABRIC OVER 2"(MIN)SAND ON 6"GRAVEL. r l 3).INSTALL WALL OVER PERIMETER SILL PLATE. SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) FOR U FLOOR PLAN 0 i i 11 4).SILL PLATE TO BE 2X6 ACQ OVER TERMITE SHIELD, DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT 0 H SCALE: 1/411 — '0 11 SILL SEAL.SILL PLATE TO E. ANCHORED TO FOUNDATION PLAN ATOWALLLPENINGS.#5 VERTICLE REBARTO BE L @ 16 OC,INTO SLAB AND DOOR APRON.LLED 0 Q FOUNDATION PER CODE. i i o � 5).SIDING AND UNDERLAYMENT PER OWNER.INSTALL SCALE. 1/411 — 11_011 3) REINFORCE FOOTING W/(2O 5EREBARIbE x ib"deep. OVER 1/2 EXTERIOR SHEATHING. M r cl IN DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: Thursday,October 17,20 9 r �s� SHEET NUMBER: �� �r _Z REVISIONS 1-3/4X11-7/8 ML RIDGE _ _ --- --- --- --- <©>21 jpp� 2X8 @16"OC - - ' — 12 10 ASPHALT ROOFING PER OWNER #30 FELT UNDERLAYMENT 1/2"SHEATHING O I o n N ~' M Rp 16"OH a- ----------- 2X10 DF#2@16"OC 2X10 DF#2@16"OC -N Z, u" S CL4 w M O O iO o 2X4 STUD WALL(TYP) 1/2"SHEATHING O SIDING,UNDERLAYMENT N p 3"STEEL PER OWNER LL COLUMN 12 � x N 10 2X6 ACQ SILL PLATE p 2"NOTCH 4"CONC.SLAB TERMITE SHIELD :o - - - - 6X6 10/10 WELDED WIRE FABRIC SILL SEAL #5 VERTICLE REBAR@ 16"OC (.'''. ' ::,.�'Id.�. TTwp� FOR DOOR APRON. �'. �' ° a ' LLQ ' z V _ w 1-3/4X11-7/8 ML RIDGE o 36"X36"X12"FTG 16"w FOO[ING o LL w/(5)#5 REBAR E.W. $ m N p N m (2)#5 RE AR _ m x SECTION A-A Q w H � � o SCALE: 1/4" = 1'-0" O ° a O 12 P4a 0 1 0 X N o to �r , I 1 it I 1 ' a"�is'foux�wx wm, ,6•« 1' /� , ` I 1 I ! 16"OH 11:I,(' , � nl,�, I I �1 �j rz•a f f (nq � I I l/,•.VR RYWOWui INSTALL 1/2"EXTERIOR GRADE SHEATHING OVER O >_1). ROOF PLAN ROOF FRAMING. —' I I I ( SCALE 1/4" = 1'-O" 2)•EAVES EDGE.GUTTER,FASCIA,RAKES,etc TO BE Z II , y I 4 I I INSTALLED(TYPICAL). L Y saonrw�ox wm, ,D•« [� I •J ROOF AREA:822 SQ.FT. 3).ICE&WATER BARRIER TO BE APPLIED(1 COURSE) U wwoow ru m o�w+exr]ac," 1 ( ' I 1� U TYPICAL WINDOW OPENING �,D»nDD�ws I ( I ( 100%RUNOFF,2"/HR.:137 CU.FT. ALONG PERMITER. E-- PANEL SPAN EQUAL OR SMALLER �: ' n I INSTALL:8'dia.,4'deep DRYWELL THAN 4 FEET I � 'l 1IIDRYWELL CAPACITY:169 CU.FT. 4).INSTALL 15#FELT OVER ROOF.SHINGLES AS PER 0 a�.erefo"wr iawni TYPICAL DOOR OPENING PER OWNER. rTl S PANEL SPAN GREATER THAN 4 FEET TfP�P1YiN00° '� mf. W ` mros ox,"fcreo ,w awoouscafw AND EQUAL FEET mcfrnfawDx nuwasn� w�D u�waa vn>H e•« THAN 6FEET as�unmzm mirzw,w.v+ars �.eaef".rt"r]&�ct" MID NU15O Y-0'O.G W��"]0 WODtr501fN5 TYPICAL MULTIPLE OPENINGS ]Y�EMBEDMENT LF"GM PANEL SPAN GREATER THAN 6 FEET '��j ' N AND EQUAL OR SMALLERD uoB wr�"rx ,6•« E'y TT "I�a'�E THAN 8 FEET a,EMe�+fxriaw �' 'it WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL POWN S ANEL /�� � AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ; WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO DRAWN: MH/MS COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 16G9.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y4 RESIDENTIAL. e1� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. `M X( 14 SCALE: 1/4"=1'-0" ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. f ref {t HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. !4,9,- ✓ +�� JOB#: Thursday,October 17,20 9 SHEET NUMBER: -3 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD i BOTTOM PLATE �o� 00 RIDGE o LEDGER BATHTUB O� HEADERZp p�©O DOUBLE JOIST �© SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER FIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL " ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE c~`t THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC V Ln WALL STUD M erg THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR x Fy METAL STRAP (�,� - m 2 VENTILATION CHANNEL Z e 1 RIM BOARD AS REQUIRED 4'- o RAFTER GL w SILL PLATE(S) RAFTERS MAINTAIN . • '• I VENTILATION WOOD JOIST t U M �+ FOUNDATION BLOCKING TOP PLATE 2x4 LEDGER BLOCKING 0 STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER A INSTALL 4'0" O.C. i SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS , RESISTANT METAL MESH WITH MESH ONTN. SCREENED VENT ON ALL OPENINGS i� + OPENINGS OF 1/4 INCH IN DIMENSION. CONT N. SOFFlT/ EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / ` 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN AfCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN AtCHOR EACH RAFTER ON ALL OPENINGS i 2ND. FLOOR WALL ' W � V RAFTER \/ W I � Q WOOD JOIST F-i TOP PLATE zi GIRDER/HEADERrr i V 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD O P4 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. OF•+-�1 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APR-IC ATION Q ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONFECT EACH THE PROPER STEEL CONNECTOR. V INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES f0 EACH STUD DBL, SILL PLATE TERMITE SHIELD SILL GASKET TIP. CONC. FOUNDATIONq 60MC_ SLAPOLB +,` 1 DAMPPROOF EXTERIOR GRANULAR FILL • V� 6MIL POLY ON EXTERIOR �' • V STEEL COLUMN p CONC. SLAB I p �.° ° ANC HO? BOLT EMBEDMCNT: e e C n !•a POUFED CONCRETE: 7" �% COMPACT FILL p y T is , BLOC4 WALL: 15" p " Y KEYWAY FOOTING ° A 4 C'p 0, r CONC. FTG. �---�• p Q p o' USE WITH 13 SQUARE WASHERS ` O O ° ANCHOR BOLT CONNECTION (USP L6PS58 OR BP583) W e " r• �- Q REINFORCING BAR FOUNDATION 5/F" DIA. ANCHOR BOLT � DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC Z (CRAWL SPA R F UNDATION ILL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC LL Y WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION T \ J (� WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC v V SLAB-ON-GRADE �D _ O � I r—SUBFLOOR U Q Q CONC. SLAB DOOR FRAME cc 6X6 10/10 1 DOORw CGE �—JOIST G COMPACT FILL USE 2X8 STEEL/BEAM Lo FOR BLOCKOUT ^ cy) 4" SLAB a o as•�"•,",w° • �P.T. PLATE W/ 6X6 WMM SLOPE r '•�^�,�(�•® to�•�.�,v, ` 4-DRIVEWAY NOTCH JOIST AND ADJUST HEI • �� 4 1 ' ° 1 " _ _ (WITH A NAILING PLATE IF N.El ' s,°'� e " •p •• s e :• •• . • TO BE APROX. 1/2" OR HIGH F,�(,' _ a__ _J_ O •0 0 • STEEL BEAM TO ALLOW FOR S I. ►��r �` RADE 4 t -a' • r i ° ° ° • • ' (PROV DE STRAPPING TO KEEP JQ NE �1 "• DRAWN •p .t•° l!' �_. ° ; ° ,�—° D — ' f+ d �i, tt., . MH/MS �, MIN. >; e ����� , ' e s $ SCALE: 1/4"=1'-0" •' a • REINFORCING BAR = •D i REINFORCING BAR e • e °•a•e �o � s JOB#: DRAIN TLE12 p) 4 L1' °•°°.° _ �+� sr L AM � „�;` Thursday,October 17,20 9 s 0 • TE AM) SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • e• E '� t REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT — REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE c PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY, SPACING SEE PLANS CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL BUILDING HEIGHT ( ) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) Intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL-4-8dCOMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES ©�© MQ©� OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY; DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TAS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTERR WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING' STAIRS 40 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NNIL NAIL GAURDRAILS ANY DIRECTION 200 construction means,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES q q P �' P P PPe QTY. SPACING (DESIGNED FOR CAT.C ~ m precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY ) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL a LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION .� anchor bolts are to be spaced between 6-I2 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:I 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE C M x 4-16d COMMONa INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE x } w 6).The General Contractor is to ensure that masonry or fabracted fy fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U 2 P reP or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 2-16d COMMON24" + STUD O.C. NAIL Sym.: O s attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 11314 IRC. 16"O.C. FACE w m 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at pane! HEADER TO I6d COMMON SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH 11315 IRC. ,.y such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.In the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL t U H in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: o FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST, 2-16d COMMONFOOT SEE NOTE: FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA:1.2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE SIGN UNDERLAYMENT FLOOD FLOOR FRAMING: DEC"AY LOAD HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL (MPH)) CATEGORY DEPTH TEMP. REQUIRED interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete stabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES P J g JOIST TO: PER TOE concrete or mason walls in exterior or unheated interior areas. 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: masonry g $).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c.. ..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 P.O..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 (BOTH FIELDS w to be minimum 3-1/2 Inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. ) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 F' 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16dCOMMO attached with the above requirements. TO BEAM J0157 NAIL O 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOISTOEEDECK AND COVERED PORCH NOTES: BPER TOE NOTES �7. 7).Dampproof exterior of foundation with bituminous coating as per Section 11406 of TO BEAMM 3-8d COMMON JOIST NAIL Z N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PP g BAND JOIST PER END � the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON [-+ g Po P g g g TO JOIST JOIST NAIL i).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, � BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shalt be used. w 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON ►� Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"tong anchor bolt with washers and nuts. F 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O F-+ For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framingtechniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL q P P g g 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION O O Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails acro assumes sheathing to rafter/truss framing members with G>0.49.For aJ Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. spacing g g below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PERTABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. a C.1 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATH 1 NG: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 Bd COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD ( ) g WALLBOARD 5d COOLERS 1D"O.C..FIELD INTERIOR ZONE Bd COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams headers to be installed with heavy duty galvanized hangers and PANELS 8d COMMON WFCM-SBC ) g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 6d COMMON' 3"O.C.EDGE 6).Double u floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with P ) P J PP Y• g 8 P Y Floors to have ceramic tale installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. � on plans. WALLBOARD 5d COOLERS 10"O.0 O.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. W >- other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, I NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Ft provide adequate bracing and fates to r JOINT DESCRIPTION W 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. LL 1"OR LESS 8d COM MO 12"O.C.FIELD U' Y 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED j� -1 V under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) `•/ (� IMechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. _ requirements. Fireblockin shall be provided in wood-frame construction in the following locations. O 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. O Q equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor r!, 3: 2 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on will sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 �' w CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If Nall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge,o obtain higher using parallel rows of studs or staggered studs. � s g : co 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural '� � s. adhered with PL400 adhesive and screwed to floor joists.Finished Floor to be installed members shall be doubled,or alternate--onnectors, 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, over subfloor as per manufacture's instructions. ELECTRICAL NOTES: p such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. C1 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces / ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. n to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. ��p y ,A� DRAWN: MH/MS to be reduced tot-16d nail per foot. :F 3).All electrical work to comply with 2014 NEC. $4) At openings around vents,pipes and ducts at ceiling and floor leveltresist thefa SCALE: 1/4"=1-0" 14),All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or . o , o sfree passge f �" approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. �i, t � s �� JOB#: torch down type material over. and 11315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR ��� Thursday,October 17,20 9 5).For the fireblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to . p f EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR TO REMOOVVE AND ADD ADDITIONAL FILL AS NEEDED.EY EXISTING SOIL CONDITIONS PRIOR TO FILL. SHEET NUMBER: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP (5.7 SQ.FT.2ND.FLOOR) AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2),COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR COVER TOP DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE NOTE: SOIL AT 12-LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A�5 TESTED B°A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.