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Home My WebLink About35695-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~=RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34568 ~te: 09/21/10 THIS CERTIFIES that the building NEW DWELLING Location of Pr~erty: 54985 CR 48 GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax ~mp No. 473889 Section 44 Block 1 Lot 5 Su]~division FiledMap No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 7, 2010 pursuant to which Building Permit NO. 35695-Z dated J~3LY 7, 2010 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 ONE FAMILY DWELLING WITH FRONT COVERED ENTRY AND REAR RAISED PATIO PER ZBA ~6060, DATED 8/16/07 ~ ZBA #6145, DATED 4/10/08. The certificate is issued to SPYROS & MARGARITA AVDOULOS (OWNER) of the aforesaid building. S~FFOLK C~I~FI~f DEP~T~T OF }~J~TH APPRO~L%L R10-07-0113 09/14/10 ELECTRICAL c~TIFICATE NO. 12107 01/11/10 PL~ ~TIFICATION DAT~U 08/27/10 ROBERT BERTORELLO /~ ~th!e~ignat ure Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35695 Z Date JULY 7, 2010 Permission is hereby granted to: SPYROS & MARGARITA AVDOULOS 160-12 llTH AVE WHITESTONE,NY 11357 for : ADD.& ALT. TO AN EXISTING ONE FAMILY DWELLING AS APPLIED PER ZBA ~6060/TRUSTEES # 6553 C AMEND TO INCLUDE PMT. 6862 & ZBA 6189 REPLACE #33677 at premises located at 54985 CR 48 GREENPORT County Tax Map No. 473889 Section 044 Block 0001 Lot No. 005 pursuant to application dated JULY 7, 2010 and approved by the Building Inspector to expire on JANUARY 7, w2~r~z.~ J / Fee $ 1,077.20 ~!dl~/ ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33677 Z Date FEBRUARY 11, 2008 Permission is hereby granted to: SPYROS AVDOULOS 160-12 llTH AVE WHITESTONE,NY 11357 for : ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA #6060 & TRUSTEES PERMIT 6553C at premises located at 54985 CR 48 County Tax Map No. 473889 Section 044 pursuant to application dated JANUARY Building Inspector to expire on AUGUST GREENPORT Block 0001 Lot No. 005 29, 2008 and approved by the 11, 2009. Fee $ 1,077.20 / Authorized Signature ORIGINAL Rev. 5/8/02 Ferm Ho. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPAN( BLDG. DEPT. TOWN OF SOUTHOLO 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 Prcperty with acourate 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 fi'om Board ofFiro Underw~ters. 4. Sworn statement from plumber ce/~ifying that the Solder used in system contains tess than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and Similar buildings and installations, a certificate of Code Compllanea from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed sile plan roquirements. 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 consem to inspect signed by the applicant. Ifa Certificate ofOceupancy ~s denied, the Building Inspector shall state the reasons therefor in Writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelliag $25.00, Alterations to dwelling $25.00, Swimming pool $25.00~ Accessory building $25.00~ Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pro-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 $I5.00 Date. New Construction: Old or Pre-existing Building: Location of Property: ~'~ ~ ~'~ ~)O.~Y ~' ~['~/~l~ Houde No. - F3 Stree~ ' OWner or Owners ofPropeny: 3~''~¥. /~t> .~ ~/t~, ~ff'h , ]C)~ 'Suffolk County Tax Map No 1000, Section Block Subdivision (check one) Hamlet Lot Health Dept. Approval: Planning Board Approval: Filed Map. Applicant: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) ~'~f ~,ppffcant Signature SUFFOL;O :BUREAU of ELECTRICAL INSP~C roRs,~nc. 40 Nottingham Drive. Middle Island. NY 11953 Telephone: 631 495 8135 · Fax: 631 980 6455 , E-Maih SBEIG$@gmaiLcom CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: REP Electric Certificate No.: 12107 Rough In Inspection Data: 3anuary 11,2010 Final Inspection Date: 3anuary 11,2010 Application No.: 12107 Building Permit NO.: 33677 Owner: Site Location: 54985 COUNTY RD 48~ GREENPORT, NY 1194, County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: i~~ Owner's Address (if different): AUG 2 6 2010 BLDG. DEPT. IOWN OF SOUTHOLO [] Residential [] Indoor [] Basement ~ 8ewice [] 8had [] Commercial [] Outdoor ~J Fimt Floor [] Pool [] Hottub [] New ~..~ Renovation [] Second Floor [] Attic [] Garage m~[ Addition ~ Survey Other: INVENTORY Main Panel 2.~50 AC Cond Single Recpt ~ Recessed Fixture 122 co Detect 2 The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Abpiicant: REP Electric License No.: 46288-ME ' ~ Date Of Certificate: Jan t4,2010 Signature: ~ .... ~ Town Hall, 53095 Main Road P.O. Box 1179 Somhold, Ne,,,,, York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Penrdt No. "~'~[-~ ~ Ow,se,-: (Please print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of' 1% lead. Sworn to before me tills ~7 _ day of ~_ff,$f~_, 20/dP (Plumbers Sigmature) ~/OMry Public, Slate of New York ~1o. 01AB50574S8 Oualified in Suffotl~ Cou Commission Expires October ~ 2010 NolaryPublic, ,-~'~_.z~/~,~ _County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]~ATION 2ND [ ] INSULATION [~.~.~STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTA~/~CONSTRUCTION [ ] FIRE R ,F,~ISTANT~PENETRATION R E M J R K S .'~.~)~-- 0 ~2l ~ ~ ,"~,/~ ~ ~ _~Z~ [ ]F~ _. ' [ ] FI~I: I~.SlST~I' CONSTRUC110N [ ] FIRE ~ IIENETRATION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~.~OUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [~xFRAMING / STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [<R~t~tPLBG.~ [ ] FOUNDATJON-2NI~ [ ] INSULATION [ ,~'~MIN~__~TRAPPI NG} []FINAL [ ] FIREPLACE & C~III~II~"~ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT~CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS..//~/2/~ ~//,~ ~ ~ .~12~ ' DATE ~i)//~ I~ INSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~JGH PLBG. [ ] FOUNDATION 2ND [/,~ INSULATION FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTR~'~TION REMARKS: [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE ~!/~ ~ INSPECTOR ,,~~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INS~J.'I~TION [ ] FRAMING / STRAPPING [//~NAL'/ [ ] FIREPLACE & CHIMNEY [ ] fiRE SAFETY INSPECTION [ ]R~mIE,,~T~{~i~m~ [ REMARKS: ~ / DATE INSPECTOR PROFESSIONAL ENGINEER 1725 HOBART ROAD / PO Box 616 SOUTHOLD, NEW YORK 1'J97':1 TEL: 631.765.2954 · FAX: 631.614.3516 · e-maik jo§eph@fischetti.com Date: November 20, 2008 Re~=erence: Permit-/¢ 33677 Southold Building Dept PO Box 1179 Southold, NY 11971 Dear Sir, I inspected the foundation at 54985 North Road and as referenced above. I certify to the best of my knowledge that the foundation and damproofing has been completed in accordance with plans and to the New York State Building Codes. Joseph Fischetti, PE ANGEL B. CHORNO ARCHITECT 51020 MAIN ROAD SOUTHOLD NY. 11971 (631) 765- 6530 FAX (631) 765- 4643 June 4~, 2009 Town of Southold Building Department Southold NY BLOC,. IO~N OF SOUTHOLB Re: Avdoulos Residence 54985 North Road, Southold SCTM: 1000-44-1-5 Bldg Perm.: 33677 & 33698 Dear Sir: By this letter, I affirm that the above referenced project framing was done in accordance with the NYState Building Code. Truly yours, Angel . Chomo, AIA ANGEL B. CHORNO ARCHITECT 51020 MAIN ROAD SOUTHOLD NY. 11971 (631) 765- 6530 FAX (631) 765- 4643 August 4t~, 2009 Town of Southold Building Department Southold NY Re: Avdoulos Residence SCTM: 1000-44-1-5 Bldg Permit: 33677 & 33698 Dear Sir: By this letter, I affirm that the above referenced house and garage, framing and st~t.pping was done in accordance with the wind protection required by the NYState Building Code. Truly yours, AU~ ~ 8 2OO9 BLDG. DEPT. TOWN OF SOUTHOLD FI]gLD INSP~ECTION~ DATE[ ~COMMENTS FOUNDA. TION (1ST) FOUNDATION (2ND) , ~DITION~ COUNTS ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 L --~ - ~' ~ SoutholdTown. NorthFork.net .... PERMIT NO. Examined ,20 Approved ., 20 Disapproved a/c l.[to/~ l~ Expiration ,20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trastees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date ~/O ,2000~> 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. 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, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~/O~ re, If applicant is a corporation, signature of duly authorized officer (As on the tax roll or latest deed) (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Traders License No. 1. Location of land on which prop9~ed work will be done: House Number Street Hamlet Tax Map No. 1000 Section County Subdivision Block ~.~, .,~,,~ Lot t03 Filed 1Wgl~O:~T',i.~ ~./~'~ Lot State existing use and occupancy of premis_.es and intended use and 9ccupancy ofEroposed cons~tructio, n:f ~ Existing use and occupancy //~4~,-7 /c~ .~7~ //,~4a {~ Intended use and occupancy Ad"~t~ /'eC~-o~f-.~t/c~XJe::~z4- (~ Nature of work (check which applicable): New Building .)qt~,,~gt~to~-~ Addition ~ Alteration Repair Removal )q Demolition Other Work ~_ .4~ Estimated Cost ~/OO/dTt9 0 ~-~If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ' Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Depth 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ×'r NO__ 13. Will lot be re-graded? YES __ NO Will excess fill be removed from premises? YES __ NO 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES .z~ * 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. NO 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 · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTYF)OF~ r~t~ ~.'~0 d3-t/~' being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Ue is the ~ractor, 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 tree 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. Swo..'O tof~efore me this //(~// day of .,J,.J~ ~ 20 O0a-' / ~ot~ Public ~ ~ ~ Signature of Applicant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ oJ~ Examined ~,q/t! ,20 Approved ol//~! , Disapproved a/c Expiration ~/]t/// ,20e97 PERMIT NO. ' ~ 77~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health ~ 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Building Inspector Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date /~ ~_c~ ,20(~ 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. 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. a~d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. / (S~gnamre of apphcant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ,4 VC/oc)/o ca (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section Subdivision (Name) Block / *" Lot 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 b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES__ NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * 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. NO 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. STATE OF NEW YORK) co YOFS / s: /ff/.~.~ ~'~tg~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~~/fTt~m'~'J~orporate 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 tree 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 t&before me this / 1/?' dayof S~gnature of Apphcant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net Examined 20__ Approved 20__ Disapproved a/c ,/~ Expiration ., 20 BUILDING PERMIT APPLICATION CHECKLIST you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form PERMIT NO. Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20a> 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. 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 aaPutP~io;iazn~ i~:;;~tOo~sO olrnPlpYreWmitihseaJlana~Cbaubll~Ina;~,orOrndjcneas~C~p~, ibn~ictnigonCsO, de, hou~s~~, and to admit ~g~'tu~e of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet //qT/ County Tax Map No. 1000 Section Subdivision Block Filed Map No. 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_ Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration ,~ Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front S, Rear e _Depth ~ Height Number of Stories ~,~t/ndet/-to~ Dimensions of same structure with alterations or additions: Front Rear Depth Height. Number of Stories 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO 13. Will lot be re-graded? YES__ NO__ Will excess fill be removed from premises? YES__ NO__ 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No 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. ls 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 · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) COUNTY OF~/_~S: /~z~_/~'. ~.At-. Cf~~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (C~rporate 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. Swom~9. before me this ~.7~ dayof J~t~ 200~'~ --' Signature of Applicant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ,20___ Approved ,20 Disapproved a/c Expiration ,20 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y,S.D.E.C. Trustees Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT 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. f. Every building permit shall expire if the work authorized has not commenced within 12 months atSer 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 co~de,~-nd r~ations, and to admit authorized inspectors on premises and in building for necessary inspections. ,.~° f ~;a;.c rf~oe:~ c ° rP °rati° n ) r'- · (.M),ilingtad/tress 2f,ap. plicapt~l,~- · //YII State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~)~ ro A- 'do olo.s (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work wi be don: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block / '-' hot -'( '" Filed Map No. Lot '~ 2. State existing use and occupancy of premises and intende.d use and occupancy, of proposed cqnstruction: a. Existing use and occupancy ~c~tJ,e~:~/a.,/'eo~ ~ .~..~rs:~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units ~/ If garage, number of cars Addition ~' Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 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 Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories r::' Dimensions of entire new construction: Front ~Str Rear Height Number of Stories f,~t~q_;_,,-,4,a--~ 9. Size of lot: Front ~,,~. '~7 Rear Depth Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated //~ q 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES__ NO__Will excess fill be removed from premises? YES NO 14. Names of Owner o£premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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. STATE OF NEW YORK) /~.~ ~'~. ,ff?~'-t.-.~--~ being duly sworn, deposes and says that (s)he is the applicant (Narfie of individual 'signing contract) above named, (S)He is the ~~gent, 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 tree to the best of his knowledge and belief; and that the work will be perforated in the manner set forth in the application filed therewith. Signature of Applicant Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0578C Date: September 9, 2010 THIS CERTIFIES that the demolition of existing and construction of new dwelling with open patio over partial existing and partial new foundation, gutters to leaders to drvwells installed, and a 10' wide non-turf buffer along the top of the bluff At 54985 Main Road, Greenport, New York Suffolk County Tax Map # 44-1-5 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 4/30/08 pursuant to which Trustees Wetland Permit # 6862 Dated 5/21/08 and Coastal Erosion Permit # 6862C Dated 5/21/08 was issued and conforms to ali of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existin~ and construction of new dwelling with open patio over pa~ial existing and partial new foundation, gutters to leaders to dr3mtells installed, and a 10' wide non-turf buffer along the top of the bluff The certificate is issued to SPYROS & MARGARITA AVDOULOS owner of the aforesaid property. James F. Irdng, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT Permit#6862C Date: May 21, 2008 SCTM#-44-1-5 Name of Applicant/Agent: Patricia C. Moore, Esq. Name of Permittee: Spyro & Margaret Avdoulos Address of Permittee: 54985 North Rd., Greenport Property Located: 54985 North Rd., Greenport DESCRIPTION OF ACTIVITY: To demolish the dwelling including all walls, flooring and chimney, retain full basement and crawl space. Reconstruct dwelling over existing foundation (7.5' original setback and 10' over basement- total 17.5') to chimney. Construct addition landward of existing foundation. Reconstruct foundation on east side and alterations of existing foundation where chimney was located. SPECIAL CONDITIONS: Gutters and drywells are installed in accordance with Chapter 236 of the Town Code, Stormwater Management, a 10' non-turf buffer is installed along the top of the bluff, a line of staked hay bales and silt fence are installed along the top of the bluff prior to construction activities, and the patio remains as a patio with no future applications to enclose. The Coastal Erosion Management Permit allows for the operations as indicated on the plans prepared by Chorno Assoc. last dated May 22, 2008. Permit to construct and complete project will expire two years from the date the permit is signed. /~11 M. Doherty, Vice-~esident ~.jBoard of Trustees JMD:lms BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6553 DATE: MARCH 2L 2007 ISSUED TO: SPYRO AVDOULOS PROPERTY ADDRESS: 54985 NORTH ROAD~ GREENPORT SCTM# 44-1-5 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 21, 2007, and in consideration of application fee in the sum of $500.00 paid by Spyro Avdoulos and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to remove/demolish portion of house located within CELIA and retain the existing foundation within CEHA and converted to a patio; back of house (new wails) constructed outside CEllA with alterations/repairs/modifications to existing basement and first floor of house landward of CEllA and landward of proposed patio; demolish existing second floor and construct new second floor; construct new two-story addition landward of existing residence; replace existing garage with new garage and; a line of staked hay bales and silt fencing are installed prior to construction along top of bluff; the installation of gutters, leaders and drywells to dwelling to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff; install new sanitary system landward of existing structures, if required; install a new driveway, walkways, and landscaping landward of existing structures, and as depicted on the survey prepared by Nathan Taft Corwin IH, last dated December 19, 2007 and received on January 11, 2008. A 10' non-turf buffer must be iristalled landward of the top of the bluff. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents tO be subscribed by a majority of the said Board as of this date. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6862 DATE: MAY 21~ 2008 ISSUED TO: SPYRO & MARGARITA AVDOULOS PROPERTY ADDRESS: 54985 MAIN RD.~ GREENPORT SCTM#44-1-5 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Ma,/21, 2008 in consideration of application fee in the sum of $500.00 subject to the Terms and Conditions as stated in the Resolution, and permits the following: Wetland Permit and Coastal Erosion Permit to demolish the dwelling including walls, flooring and chimney, retain full basement and crawl space. Reconstruct over existing foundation (7.5' original setback and 10' over basement - total 17.5') to chimney. Construct addition landward of existing east side and alterations of existing foundation where chimney was located, and all with the condition gutters and drywells are installed in accordance with Chapter 236 of the Town Code, Stormwater Management, a 10' non-turf buffer is installed along the top of the bluff, a line of staked hay bales and silt fence are installed along the top of the bluff prior to construction activities, and the patio remains as a patio with no future applications to enclose, and as depicted on the plans prepared by Chorno Assoc. May 22, 2008. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. New York State Department of Environmental Conservation Division of Environmental Permits 5;UNY@Stony Brook; 50 Circle Road; Stony Brook NY Telephone (631) 444-0365 Facsimile (631) 444-0360 Alexander B. Grannis Commissioner LETTER OF NON-JURISDICTION Mr. Spyro Avdoulos' 160-12 1 lth Avenue Whitestone NY 11357 April 19, 2007 NYSI)EC # 1-4738-02045/00003 54985 North Road (C.R.48) Greenport NY SCTM # 1000-44-1-5 Dear Mr. Avdoulos: Based on the information your agent submitted, the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property that is landward of the topographic crest of the bluffin excess of 18 feet in elevation, as shown on the survey prepared by Joseph A. Ingegno last revised on 2/1/07, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance With the current Tidal Wetlands Land Use Regulations (6 NYCRR part 661) no perm/t is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any k/nd may take place~ seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result fr6m your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. nPle~%%es abr% p5%~[;%drVia;epdr tohvaatl~h~rSolmettoctrhedrO%Sge%O~reesl, ieve you of the re~p~ of o~ning any ' . ~/I~'otmA i~ehnd ___ ~ ;I / //~ehpnputAy' ~ e=it Administr at0r CC: PatriciaC. Moore Marine Habitat Protection File PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 June Margaret Rutkowski Betsey Perkins Secretaries 2008 Southold Town Zoning Board of Appeals Gerard P. Goehringer, Chairman Southold Town Hall 53095 Main Road Southold, NY 11971 Re: Spyro Avdoulos, 54985 North Road, Greenport 1000-44-1-5 Appeal #6060 & #6145 Dear Chairman and Board members: We have submitted a new plan for the reconstruction of the house. The Trustees denied approval for the plan approved by you in appeal #6060 and #6145, therefore we were obligated to change our plan. The Trustees approved the reconstructed house, on the foundation, further back. (Drawing enclosed as approved by Trustees). This relocation of the house on the foundation required the owner to redesign the front (road side) of the house: we pushed back 10 feet of the house and lost 305 square feet and the nonconforming preexisting width. The redesigned new addition is narrower to keep the addition with a conforming side yard (15 feet), redesigned to avoid a side yard variance. The redesigned landward addition is 446 square feet (a net gain of 141 square feet). In accordance with decision #6145, the Board reserved the right to "substitute a similar design that is de minimus in nature for an alteration that does not increase the degree of nonconformity" As you recall the ZBA approved the house closer to the bluff (#6060)and the new foundation for the same house (#6145) ( both enclosed for your convenience). Both plans included an addition with new construction ~landward of the existing foundation". Because the entire house is within 100 feet of the top of the bluff the building inspector has asked that this plan, as approved by the Trustees, be reviewed and approved by the Board. The Building Inspector has informed me that he can not issue the amended permit because the plan differs from the plan the ZBA approved. We ask for your assistance to resolve the discrepancy between your approval and the Trustees approval. This project continues stopped until the building inspector approves the revised plan. ~---P-atricia C. Moore PCM/mr cc: Mr. Avdoulos Encls. TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD N.Y. NOTICE OF DISAPPROVAL To: Pat Moore for Spyro Avdoulos 51020 Main Road Southold, NY 11971 Date: May 9, 2007 Amended: Junel3, 2007 Amended: March 6, 2008 Please take notice that your proposed amendment dated March 6, 2008 For permit #33677 amending the plan to reconstruct & replace easterly foundation wall at Location of property 54985 North Road, Greenport, NY County Tax Map No. 1000- Section 44 Block 1 Lot 5 Is returned herewith and disapproved on the following grounds: The applicant was issued a variance, decision #6060, for alterations & additions to a single family dwelling allowing a 23.2' setback from the top of the bluff. Following this amendment, the applicant intends to reconstruct the dwelling, with replacement of the east foundation wall. Therefore the demolition & reconstruction at this nonconforming 28,149 sq. ft. parcel in the R40 district, is not permitted pursuant to Article XXIII Section 280-116A(1), which states: "All buildings or structures located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than 100 feet fi.om the top of the bluffor bank." Authorized Signature Note: The existing garage has a permit for demolition & construction of a new accessory garage. TOWN OFSOUTHOLD BUILDING DEPARTMENT SOUTHOLD N.Y. NOTICE OF DISAPPROVAL To: Pat Moore for Spyro Avdoulos 51020 Main Road Southold, NY 11971 Date: June 10, 2008 Please take notice that your proposed application dated June 10, 2008 For pmt#33677 to amend the plan to reconstruct & add portions of foundation at Location of property 54985 North Road, Greenport, NY County Tax Map No. 1000- Section 44 Block 1 Lot 5 Is returned herewith and disapproved on the following grounds: The applicant was issued a variance, decision #6060 & 6145, for reconstruction of dwelling & replacement of the eastern portion of foundation. Following this amendment, the applicant intends to reconstruct other portions of the foundation & add to the foundation, at approximately 19 fi. from the top of the bluff. (Reference 4/29/08 Chomo Associates Site Plan) Therefore the demolition & reconstruction at this nonconforming 28,149 sq. fi. parcel in the R40 district, is not permitted pursuant to Article XXIII Section 280-116A(1), which states: "All buildings or structures located on lots adjacent to sounds and upon which there exists a bluffor bank landward of the shore or beach shall be set back not fewer than 100 feet from the top of the bluffor bank." /Authorized Signature APPEALS BOARD MEMBERS James Dinizio, Jrt, Chairman Gerard R Goehringer Ruth D. Oliva Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold. NY 11971 http://southoldtown.north fork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 16, 2007 ZB File No. 6060 - Spyro Avdoulos Property Location: 54985 North Road, Greenport CTM 44-1-5 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's 28,149 square foot has 63.37 feet along North Road (C.R. 48), 405.83 feet along the easterly side line, and 79.03 feet along the northerly (rear) line adjacent to the Long Island Sound. The premises is improved with 1¼ story single family dwelling and accessory frame garage, as shown on survey prepared by Joseph A. Ingegno, Land Surveyor dated June 16, 2006. BASIS OF APPLICATION: Request for a Variance under Section 280-116A, based on the Building Inspector's amended June 13, 2007 Notice of Disapproval concerning proposed additions and alterations to the existing single-family dwelling with a setback at less than the code-required 100 feet from the top of the bank or bluff adjacent to the Long Island Sound. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated July 25, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: TOWN CODE CHAPTER 268 DETERMINATION: The applicants are requesting relief from Chapter 280 (Zoning Code) concerning a 4.5' by 10' portion of the house on the northerly side to be removed; to reconstruct new steps and patio after removing existing steps, removing 3.5' x 24.4' portion of existing house and existing foundation to remain with new patio to be placed over it; to construct a new second story addition with partial first story reconstruction, proposing a new two-story extension with new porch. A Determination of Inconsistency under Chapter 268 was issued on July 16, 2007 and submitted to the Board of Appeals, and additionally a recommendation if this application were to be approved: to maximize the non- turf buffer landward of the top of the bluff to protect the bluff, and to further Policy 5 for protection and improvement of water quality in the Town of Southold. The house is sited approximately 20 feet from a wooden bulkhead, and a grassed lawn exists in this area. Accordingly to an evaluation conducted by the County of Suffolk, Soil and Water Conservation District, in its letter dated July 16, 2007 to the Board of Appeals, the bulkhead is in stabile condition. Efforts to maintain the stability of the bulkhead have occurred with the installation of new pilings to reinforce the decayed pilings. The applicant has confirmed that necessary repairs will occur as recommended in this evaluation. No future sprinkler irrigation system should be installed within close proximity of the bulkhead, which is a catalyst for Page 2-:'August 16, 2007 ZB File No. 6060 - Spyro Avdoulos CTM No. 44-1-5 erosion and can cause damage to the bulkhead. Within the site plan, silt fencing is documented and care should be taken with the installation of the silt fencing, which involves digging a trench and burying the bottom of the silt blanket. ~he land between the house and the bulkhead would occur for the areas of') .~c.o. nstruction, as proposed, in this application. Grant of the relief under Chapter 280 (Zoning Code) involves the keeping of the existing foundation without disturbance and converted to a patio, after removing the north first floor wall that is over the Coastal Erosion Hazard Line (see Town Trustees' Permit for related requirements and conditions). The house was built in the early 1950's, and these renovations and additions will bring the home into the current building code standards, without reducing the existing setbacks of the foundation. There is no new foundation or b~m~nt 9rr)Dosed. The new construction for the additions, as proposed and sh' w"~"~n on the plans submitted w~th th~s request, w~ll be on landward side at the southerly portions of the dwelling. A non-turf buffer and dry wells will be installed to comply with the Town Trustee requirements. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 2, 2007, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant is requesting reconstruction of an older two story home with an enclosed front porch, to a full two-story home with a new raised open front porch, as shown on alteration plans prepared by Chorno Associates dated 04/07/07. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. By field inspection of this property and the surrounding properties in the immediate area, most of the homes lie very close to the top of the bluff. The subject property's bluff seems fairly stable with large rocks and boulders found on the beach. The proposed steps on the new porch will lie 19' from the top of the bluff. The actual dwelling is proposed at 23.2 ft. from the top of the bluff. In the discussion with the architect and review of the alteration diagrams, two walls of the home will remain and the existing second-story (full half story) will be removed. At the hearing, the architect testified that the existing foundation is in good condition to support the proposed new two-story additions for this dwelling. Based upon all the evidence submitted with testimony during the hearing and with documentation presented, that the reconstruction would not cause an undesirable change in the character of the neighborhood or detriment to nearby properties, 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 existing foundation will be used, after alterations, in a location that has for many years been nonconforming in relation to the bluff. There is no other alternative but to request a variance. 3. The variance granted herein is substantial. The replacement of the home is essentially within the same building footprint. This is the maximum relief that the Board will allow. 4. The relief requested is not been self-created. 5. 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. Page 3 ±~August 16, 2007 ZB File No. 6060 - Spyro Avdoulos CTM No. 44-1-5 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of reconstructing the primary structure over the existing foundation, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on the survey prepared by Joseph A. In.qe,qno, Land Surveyor dated June 16, 2006 and Proposed Alteration plans prepared by Chorno Associates dated 04/07/07, subiect to the follow nfl condition: the only equipment or vehicles permitted within 50 feet of the top of the bluff shall be rubber-tired such as a backhoe. Any deviation from the vadance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the dght to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Dinizio (Chairman), Oliv. j~Goehringer, and Weisman. absent. This Resolution was duly adopted (4~)')~ (' J~es Dinizio Jr., C~-alrr~,~ //Approved for Filing Member Simon was APPEALS' BOARD MEMBER'/-'"' ''/1 Gerard P. Goehfinger, Chairman Ruth D, Ollva James Dinizio, .h'. Michael A. Simon Leslie Kanes Weisman Mailing Addre,c~: Southold Town Hall 53095 Main Road · P,O. Box. 1179 Southold, NY 11971-0959 Ofl:'i~e Location: Town Annex/First Floor, North Fork Back 54375 Mah~ Road (at Youngs Avenue) Southold, NY 11971 http://souflioldtown,northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTFIOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING HELD APRIL 10, 2008 ZB File # 6145 ' SPYRO AV'DOULOS Property Location: 54985 C.R. 48 (a/Ma North Road), Greenport CTM 44-1.5 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration ia this application and determines that this review falls under the '[~ype II category of the State's List of Actions, without further steps under SF~QRA. SUFFOLK COUNqW ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffblk County Department of Planning reply states that the apphcation is considered a ma~ter for local determniation as there appears to be no significant county'wide or inter' community impact. PROP'F;RTY FACTS/DESCRIPTION: The applicant's 28,149 ~quare foot has 63.37 feet along North Road (C.R. 48), 405.83 feet along the easterly side line, and 79.03 feet Mong ~he northerly (rear) hi~e adjacent to ~he Long Island Sound. The June 16, 2006 survey prepared by Joseph A. Ingegno, Land Surveyor shows the premises improved with 1~ story single family dwelling and accessory frame garage. BASIS OF APPLICATION: Request for a Variance under Section 280-116A, based on the Building Inspector's amended March 6, 2008 Notice of Disapproval and applicant's request to amend Building Permit #33677 for reconstruction cf a dwelling and replacement of eastern portion ofibundation. A Stop Work Order was issued on February 29, 2008. LWRP: TOWN CODE CHAPTER 268 DETERMINATION: An LWRP Determination was issued by the Board of Appeals under File #6060 concerning Chapter 268, as issued on July 16, 2007 when a recommendation was submitted to the Board of Appeals by the LWRP Coordinator, to maximize the non'turf buffer landward of the top of the bluff to protect the bluff, and to further Pohcy 5 for protection and improvement of water quality in the Town of Southold. Also considered are all of the expert testimony and information taken under File ~ 6060 in its LWRP determination, as well as recent Sg~3dd~O~SDNINOZ PBOGfiSLI£9 8I:9I B00Z/gI/~0 Page 2-April 10, 2008 ZBA # 6145 - Spyro Avdoulos CTM infbrmation submitted into tlie record at the 3/27/08 hearing, including but not limited to the applicant's scatemente that there will be no disturbance to the land between the house and the bulkhead for areas of constrnetion activity under this or the previous variance application, The LWRP Coordinator submitted his recommendation dated March 26, 2008, to the Board o£ Appeals noting inconsistency, based on the discovery that the east wall of the existing foundation was defective and that no footing was found under the east side of the foundation wall. The proposed construction was found not to meet the conditions fro' maintaining existing development within this Coastal Erosion Hazard Area. It was recommended by the LWKP Coordfl~ator that the application be amended to comply, to the greatest extent practicable, with the LWRP policy to have structures adjacent to sounds where a bluff exists a bluff landward of the shore be set back not fewer than 100 feet from the top of the bluff. DETERMINATION: The Board has considered Policies 4.2, 5 and 6 under the LWRP, and the March 26, 2008 recommendation of the LWRP Coordinator_ The applicant and bas engineer stated during the March 27. 2008 public hearing that the remairdng three walls of ~he foundation will not be reconstructed and therefore will remain (in kind, in place), without reducing or changing the nonconforming setbacks that exist (ret. plans prepared by Chorno Associates date'stamped March 7, 2008 with hand notations added, Pages A-1 3-5- 08, A'2 9-25'07, and A-3 3-5-08). In an evaluation issued July 16, 2007 to the Board of Appeals, from the Couuty of Suffolk, Soil and Water Conservation District, the bulkhead was found to be in stable condition, Efforts to maintain the stability of the bulkhead have occ~rrred with the installation of new pilings to reinforce the decayed pilings. The applicant agrees to obtain permits and make necessary repairs as recommended in this evaluation. No future sprinkler irrigation system will be ~nstalled within close proximity of the bulkhead, which is a catalyst for erosion and can cause damage to the bulkhead. Within the site plan, silt fencing is documented and care must be taken by the applicant for proper installation of the silt fencing, which involves digging a trench and burying the bottom of the silt blanket. This action is limited to the single wall on the easterly side (with first'story alterations over the ex~ting foundation), which action furthers Policy 6 of the Local Waterfront Revitalization Program. With the above measures and limitations, this action furthers Policies 6, 5, and 4.2. ZONING CHAPTER 280 OF TOWN CODE (ibrmeriy Chapter 100): Zoning Code Section 280-116A states that 'all buildings or structures located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than 100 feet from the top of the bluff. Page 3 -April 10, 2008 ZBA # 6145 - ,qpyro Avdoulos CTM 44-1-5 FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 27, 2008, at which time written and oral evidence was presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AP~EA VARIANCE RELIEF REQUEST'ED: The applicant requests relief in this variance application, setback relief for reconstruction of the firet floor and replacement of a single foundation wall at the eastern portion of the structure, with the same setback nonconformity that exists, concerning a proposed amendment under Building Permit #~3677. ADDITIONAL INFORMATION: On August 16, 2007 ZBA #6060 granted ~ehef for alterations and additions to a single'family dwelling, for which a building permit and other agency permits were received. During construction activities, a Stop Work Order was issued by the Building Inspector when the Town discovered that work pursuant to the building permit (variance and other permit) had gone beyond the scope of authorization. REASONS FOR BOAI~D ACTION: On the basis of testimony presented~ materials submitted and personal inspections, the Board makes the following 5ndiags: 1. Town Law ~267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The bluff is low and stable and is protected by boulders and vegetation. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applican~ (reconstruction of the first floor of the existing house and reconstruction of the eastern foundation w.all as per plans) cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Adding square footage on the landward side of the house will maintain the square footage lost by removal of the house, and landward of the top of the bluff (Coastal Erosion Hazard Area). 3. Town Law §267-b(3)(b)(3). The variance granted herein is not substantial. The house will be more conforming to the house that existed prior to reconstruction by t'he reduction of the size of the first floor that is adjacent to the bluff (Coastal Erosion Hazard Area). The original application and plans 'that, were approved under Appeal No. 6060, and this application, have not changed the bluff setbacks. 4. Town Law §267-b(3)(b)(5), The difficulty has not been self-created, since the existing foundation of the house predates these regulations and the eastern wall has been upon inspection determined to be substandard, P0/80 BDVd S]~B~OOSDNINOZ ~9~6S9/I~9 8I:9I 8g0g/gI/P0 ]?age 4- April 10, 2008 ZBA # 6145 - Spyro Avt0Ulcs CTM 44-1-5 5. Town Law §26%b(S)(b)(4). No evidence has been submitted to suggest that a variance in this residential com:nunity will have an adverse impact on the physical or enviromnental conditions in the neighborhood. The three-bedroom house Shat existed will be maintained. No evidence has been presented to show that partial reconstruction of the easterly foundat/on wall will result in disturbance of the land between the house and the top of the bluff. 6. Grant of the requested relief is the minimum action necessary and adequat~e to enable the applicant to enjoy the benefit of reconstruction of the easterly wall, in place, while utilizing the remaining (existing) three walls of ~he foundation, and preserving and protecting the character cf the neighborhood and the health, safety and welfare of the community. RESOLUTION OF ~I~IE 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 Simon, seconded by Chairman Goehringer, and duly carried, to GRANT the variance as appl/ed for and shown on the survey revised December 19, 2007 by Nathan Taft Corwin II, L.S. and maps, with hand notations added, p~,epared by Chorno Associates date-stamped by ZBA March 7, 2008, Pages A-1 3-5-08. A'2 9' 25-07, and A-3 3-5-08. Any deviation from the var/ance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 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 subiect property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does no~ increase the degree of nonconformity. Vote of the Board: Ayes: Members ~airm~_~.-Sj~mon, an~ Weisman. Member D inizio and Mo mber O~~e~°lut/j/~s?~/~d°pted ~/Approve~ for Filing APPEALS BOARD MEMBERS Gerard P. Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS, AND DETERMINATION MEETING HELD SEPTEMBER 4, 2008 ZBA # 6189 - SPYRO AVDOULOS, Applicant PROPERTY LOCATION: 54985 North Road, Greenport CTM 44-1-5 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated July 3, 2008 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The applicant's 28,149 square foot lot has 63.37 feet along North Road (C.R. 48), 405.83 feet along the easterly side line, and 79.03 feet along the northerly (rear) line adjacent to the Long Island Sound. The premises is improved with a foundation of the 1½-story single-family dwelling that existed prior to its demolition, and accessory frame garage, as shown on survey prepared by Joseph A. Ingegno, Land Surveyor dated June 16, 2006. BASIS OF APPLICATION: Request for Variances under Section 280-116A, based on the Building Inspector's June 10, 2008 Notice of Disapproval concerning a request for a building permit to amend a plan, for which variances # 6060 and # 6145 were granted to reconstruct the house and to add easterly portions of a foundation less than 100 feet from the top of the bank abutting the Long Island. LWRP TOWN CODE CHAPTER 268 DETERMINATION: The applicant is requesting relief from Chapter 280 (Zoning Code) concerning a dwelling to be constructed on the landward side of the existing unroofed structure (remaining from the recently demolished dwelling). Page 2 - September 4, 2008 ZBA # 6189 - S. Avdoulos CTM 1000-44-1-5 A Determination of Inconsistency under Chapter 268 was issued on July 16, 2007 and submitted to the Board of Appeals, and additionally a recommendation if this application were to be approved: to maximize the non-turf buffer landward of the top of the bluff to protect the bluff, and to further Policy 5 for protection and improvement of water quality in the Town of Southold. The structure is sited approximately 19 feet from a wooden bulkhead, and a grassed lawn exists around this area. Accordingly to an evaluation conducted by the County of Suffolk, Soil and Water Conservation District, in its letter dated July 16, 2007 to the Board of Appeals, the bulkhead is in stabile condition. Efforts to maintain the stability of the bulkhead have occurred with the installation of new pihngs to reinforce the decayed pilings. The applicant has confirmed that he will take steps necessary steps recommended in this evaluation. No sprinkler irrigation system shall be installed within close proximity of the bulkhead or area adjacent to the L.I. Sound, since it is a catalyst for erosion and can cause damage to the bulkhead and adjacent area. Within the site plan, silt fencing is documented and care should be taken with the installation of the silt fencing, which involves digging a trench and burying the bottom of the silt blanket. In addition, no disturbance to the land between the house and the bulkhead would occur for the areas of construction, as proposed, in this application. Grant of the relief under Chapter 280 (Zoning Code) involves the keeping of the existing foundation without disturbance and converted to a patio, after removing the north first floor wall that is over the Coastal Erosion Hazard Line (see Town Trustees' Permit for related requirements and conditions). The house was built in the early 1950's, and these renovations and additions will bring the home into the current building code standards, without reducing the existing setbacks of the foundation. There is no new foundation or basement proposed. The new construction as proposed, amended from the previous application, is shown on detailed diagrams and site map submitted with this request, in a location landward and southerly of the remains of the former dwelling, (which remains will be used as an unroofed, open patio as-built without excavation or ground disturbance for the patio). A non-turf buffer and dry wells shall be installed to comply with the Town's requirements. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 21, Page 3 - September 4, 2008 ZBA # 6189 - S. Avdoulos CTM 1000-44-1-5 2008, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: RELIEF REQUESTED: The applicant seeks a variance to allow reconstruction of a (former dwelling) building. The setback of existing foundation (proposed patio in part) measures 19 feet from the top of the bank at its closest point, as per site map SK-1 dated 4-29-08 prepared by Chorno Associates. ADDITIONAL INFORMATION: A previous variance, #6060, permitted construction of a dwelling 7.5 feet landward of the original house line. A patio is to be built on the seaward side over the existing foundation, which is to be retained. The Town Trustees approved the rebuilding of the demolished house over the existing foundation REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, documentation, and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Granting the variance permission as applied for will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The new plan describes a setback of the house from the top of the bank 10 feet greater than was permitted under the previous variance application. The house will be set 10 feet further back from the bank. An enlarged patio on the existing foundation on the seaward side will replace the portion of the house to be built and moved landward. 2. Town Law §267-b(3)(b)(2). The benefit of a house that conforms with the Trustees' requirements and the variances previously granted cannot be achieved without the permission here sought. 3. Town Law §267-b(3)(b)(3). The variance is not substantial, given the variances previously granted. The house will be rendered less nonconforming as a result of moving the house landward of the former location. 4. Town Law §267-b(3)(b)(5). The difficulty has not been self-created. The pre-existing house predates the regulations. 5. Town Law §267'b(3)(b)(4). No evidence has been submitted to suggest that grant of this relief will have an adverse impact on physical or environmental conditions in the Page 4 - September 4, 2008 ZBA # 6189 - S. Avdoulos CTM 1000-44-1-5 neighborhood with conditions. 6. Town Law §267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single-family dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267'B, motion was offered by Member Simon, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on elevation and site map SK-1 dated 4-29-08 prepared by Chorno Associates. subject to the following CONDITIONS: 1) That a minimum 10 foot wide non-turf buffer be installed along the top of the bluff and permanently maintained. 2) No heaw equipment shall be used on the site within 30 feet of the bluff or around the existing unroofed patio foundation; 3) No sprinkler irrigation system shall be installed within close proximity of the bulkhead or area adjacent to the L.I. Sound 4) The patio (converted with use of existing foundation) shall remain open to the sky; 5) There shall be no ground disturbance or heavy equipment in the area around the existing patio. The above conditions shah also be written into the Building Inspector's Certi[~cate of Occupancy, when issued Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, 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 Page 5 - September 4, 2008 ZBA # 6189 - S. Avdoulos CTM 1000-44~1-5 features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimus in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehringer (Chairman), Simon and Weisman. Nay: Member Oliva. Absent: Me~or~Dinizi~9~T.~his Resolgtion was duly adopted (3-1). JGERARD P. GOEHRINGE~ CH~MAN 9/?? /2008 /~.~ 'A~proved for Filing 'l'm~ll I hdl Am 54373 Main Road P.O. Box 1179 Soud~,okL NY [ 1!)71-(1959 '1 elephant (631) Fax (631) 765-! BI IIL1)ING DEPARTMI~;NT TOWN OF $OUTHOLD July 1st, 2010 FIRST NOTICE Spyros Avdoulos 160-12 11th Avenue Whitestone, N.Y. 11357 RE: 54985 Cr 48 (ADb& i zON/ALTEItAT]:ON.) 5¢TM # 1000-44.-1-5 To Whom It AAay Concern: Please be advised that your Building Permit # 33677 issued February llth, 2008, has expired. According to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's, please submit a fee of $1077.20; at that time, we can schedule an inspection by one of our Building Inspectors. If you have any questions, please carl us at 765-1802. Respectfully, 50UTHOLD TOWN BUILDING DEPT _/~a ~ ~/~'-/-,.F* OF SOUTHOLD PROPERTY RECORD CARD -- - ES. ,'~/O~J S~S. VL. FARM COMM. CB. MISC. Mkt. Value ~ND IMP. TOTAL DATE REMARKS, I '/ ' I ' ' - "- , AGE BUILDING CONDITION ~ NORMAL BELOW ABOVE =ARM Acre Vague Per Vague Ac re i[lable 1 illable 2 i~l ~ ~ illable 3 ~oodland vamplo:nd FRONTAGE ON WATER · ushlond FRO~TAG[ O~ ROAD ouse Plot DEPTH ~ ~ BULKH~D ~tel ~ DOCK COLOR TRI,M v~. Bldg. :xtension -'xtension Extension Porch Foundation osement ~t. Wails Fire Place Type Roof Recreation Room Porch Dormer Driveway Both Floors Interior Finish Heat Rooms 1st Floor Rooms 2nd Floor Dinette LR. DR. BR. FIN. B. I II OWNER STREET VILLAGE DIST. SUB. ~ LOT ~ FORMER OWNER - N E ACR. Jit RES. / SEAS. VL FARM COMM. CB. MISC. Mkt. V~lue AGE BUILDING CONDITION N~ NORMAL BELOW ABOVE FARM Acre V~lue Per V~lue Acre Woodland ~ ~ ~ Swampland FRONTAGE O~ WAT[R Brushlond FRONTAGE ON ROAD P ot DEPTH ~ ~ BULKHEAD Total ~ ~ DOCK Bldg. !xtension COLOR wk~d~ TRIM (.~ ! cE£~,~ Bath F-u/-/~ F~oors Dinette K. [xtension ~orch ~reezeway .qaroge )aria l S/~'. ~'~F/°undati°n .- ~-' Basement / / ¢ire Place Room / ~Fype Roof ./~ ~ ~/~'. Recreation Interior Finish Heat Rooms 1st Floor Rooms 2nd Floor LR. DR. BR. FIN. B. Dormer Driveway M. BJdg. : Extension J Extension / ' -" ~?~ 2 /,' 44 bFoundation Ext. Walls Zype Roof Bath - ' Dine~ Floors J - y~ I! K. Interior Finish I ! LR. Heot I Rooms 1st Floor ] J BR. ANGEL B. CHORNO ARCHITECT 51020 MAIN ROAD SOUTHOLD . NY 11971 (631) 765- 6530 FAX (631) 765- 4643 May 8th, 2007 Mr. Damon Rallis. Town of Southold NY Re ' Avdoulos Residence Greenport NY S.C. Tax No. 1000-44-01-05 The height of the proposed garage, ( matching the existing)will be 16 Fe~l. Thank you for your attention, Angel B. Chorno, AIA Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631 ) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTItOLD STOP WORK ORDER TO: Spyros and Margarita Avdoulos 160-12 11t" Avenue Whitestone, New York 11357 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 54985 CR 48 Greenport, New York TAX MAP NUMBER- 1000-44-1-5 Pursuant to Section 144-13 of the Code of the Town of Southold, New York, you are hereby notified to immediately suspend all work and building activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Work has ;lone beyond the scope of permit. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: Upon Trustee, ZBA and Buildin.q Dept. approvals. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATE: February 29, 2008 Gary J Fi~/ / / Buildingqnspector (cert. mail) ,51.375 Main Road ILO. Box 117!) SoudmM, Nh' 11971-0959 'l'elephonc (631) 763-1802 Fax (631) 76/k950~2 15UIL1)IN(; 1)EPARTMENT TOWN OF SOUTHOLD July 1st, 2010 FIRST NOTICE Spyros Avdoulos 160-12 11*h Avenue Whitestone, N.Y. 11357 RE: 54985 Cr 48 (ADb- ~ xON/ALTEI~ATZON.) 5CTfiA # 1000-44.-1-5 0 0 To Whom It/~ay Concern: Please be advised that your Building Permit # 33677 issued February llth, 2008, has expired. According to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's, please submit a fee of $1077.20; at that time, we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, 5OUTHOLD TOWN BUILDIN6 DEPT To;m 1 lall Almcx 51375 Main Road P.O. Box 117!} South¢~kl, NY 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-!~502 BI !ILI)ING I)I~;I'ARTMENT TOWN OF $OUTHOLD August 16, 2010 Spyros Avdoulos 160-12 11th Ave Whitestone, NY 11357 RE: 54985 CR 48, Greenport TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: ~ Application of Certificate of Occupancy. (Enclosed) ~- Electrical Underwriters Certificate.' ' '5~ I Z'7 i l O ~ A fee of $25.00. Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 35695-Z a~ddition/alteration Permit # Permit Date Compliance Certificate Project Title: Avdoulos Residence Report Date: 10123/08 Data fllename: Untitled.rcA Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 30% HeaMng Degree Days: 5750 Construction Site: OwneflAgent: 54985 North Road Southold, NY 11971 Designer/Contractor: Angel B. Chomo 51020 Main Road Sothold, NY 11971 631 765-6530 Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 16" c.c.: Window 1: Wood Frame:Double Pane with Low-E: Door 1: Solid: Door 2: Glass: Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space: 1557 30.0 0.0 54 2904 19.0 0.0 121 665 0.033 22 20 0.034 1 210 0.033 7 1557 30.0 0.0 51 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Company Name Date Page I of 4 Inspection Checklist Date: 10/23/08 Ceilings: Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Above.Grade Walls: Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.033 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments; Yes __ No Door 1: Solid, U-factor: 0.034 Comments: Door 2: Glass, U-factoE 0.033 Floor 1: Ail-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed, ~ Recessed lights must be 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combus~le materials. If non-lC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [] Required on the warm-in-winter side of all non-vented framed ceilings, wails, and floors. Materials Identification: ~] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [] Materials and equipment must be identified so that compliance can be determined, [] Manufacturer manuals for a~l installed heating and cooling equipment and service water heating equipment must be provided. I~1 Insulation R-values and glazing U-facters must be cteady marked on the building plans or specifications. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ~1 Return ducts in unconditioned attics or outside the building must be insulated to R-4. ~'1 Supply ducts in unconditioned spaces must be insulated to R-8. ~1 Return ducts in unconditioned spaces (except basements) must be insulated to R- [] Return ducts in unconditioned spaces (except basements) must be insulated to R-2. . Insulation is not required on return ducts in basements. Duct Construction: Avdoulos Residence Page 2 of 4 '"~ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A o~ UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at Jess than 2 in. w.g. (500 Pa). [] The HVAC system must provide, a mean~ for balancing air and water systems. Temperature Controls; [] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set zone. 3oint of the largest Electric Systems: [] Separate electric meters are required for each dwelling unit, Fireplaces: [] Fireplaces must be installed with fight fitting non*combustible fireplace doors. [] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: ~1 Water heaters with vertical pipe risers must have a heat trap on both the inlet and ouflet unless the water heater has an integral heat trap or is part of a circulating system. [] Insulate circulating hot water pipes th the levels in Table 1. Circulating Hot Water Systems: [] Insulate circulating hot water pipes to the levels in Table 1. Swimming P~ols: [] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or ch.iliad fluids below 55 degrees F must be insulated to the levels in Table 2. Avdoulos Residence Page 3 of 4 Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-C~rculatin{~'Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1,25" 1,5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1,0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(°F) Insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1,25" to 2,0" 2,5" to 4" Heating Systems Low Pressure/Temperatura 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1,0 1.5 1,5 NOTES TO FIELD: (Building Department Use Only) Avdoulos Residence Page 4 of 4 Permit # Permit Date Compliance Certificate Project Title: Advoulos Residence Report Date: 01/09/08 Da~a fl~ename: Untdled.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type; Non-Electric Glazing Area Percentage: 17% Heating Degree Days: 5750 Construction Site: Owner/Agent: 54985 North Road Greenport-Soathold, NY 11971 DesigneflContractor: Angat B. Chomo Chorno Associates 51020 Main Road Southdid, NY 11971 631 765-6530 *~g I: Flat Ceiling or Scissor Tr~ss: Wan 1: Woo(I Frame, 16' o.c.: Window 1: Wood Frame:Double Pane with Low-E: Door 1: Glass: Ooo~ 2: Solid: Floor 1: A~-Wood Joist/Truss:Over Unconditioned Space: 1427 30.0 0.0 50 2600 19.0 0.0 129 304 0.033 10 126 0.033 4 21 0.034 1 1427 30.0 0.0 47 The proposed building represented in this document is consistent with the building plans, speci~cations, and o~er calculations subm~ed with this permit application. The proposed systems have peen designed to meet the New York State Energy Consewaflon Construction Code requirements. When a Registered Design Prc~essional has stamped and signed this page, they are attesting that to the best o~his/her knowledge, b~er~ f, and professional judgmerff, such plans or specifications are in compliance with this Code. ~uil~/ ~ cow.any Name D~e ,nspection Checklist Date; 01109108 Ceilings: Ceiling t: Flat ~ o~ Scissor Truss, R-30.0 cavity insutet~on Comments: Above-Gr-,~e Wails: Wall 1: W~od Frame, 15- o.c., R-19.0 cavity insulalton Win~: Window 1: Wood Frame:Double Pane wi~ Low-E, U~fac{o~, 0.033 F~ windows without labeled U-factors. describe features: #~Panea Frame Tvpe Thermal Break? __ Yes Comments: No Door 1: Glass, U-factor: 0.033 [] Door 2: Sotid, U-fagot 0.034 Comments: Floo~ 1: All-Wood JoL~.~Truss:C~ver Ur~or~l~onerl Spac~ R-30.0 cav~y i~s~lJat~n Comments: Air Leakage: [] Joints, penefl'a'itons, and all other such ~penings in the building envelope that are s~Jrces of air leakage must be sealed. ._1 H:ecesead tights must be 1) Type fC rated, or 2) inalalted inside an st~'opriale air-tight assembly with a 0.5' clearance from comous~b~ m-am~als, ff non-lC rated, the fixture must be Installed with a 3' clearance from insulation. Vapor Retarda~. Fi Required on the wanl~in-winter side of ali non-vented framed ceilings, wafts, and floom. Materials Identiflcatlo~: FJ Materials and equipment must be instatied in accordance wiih the manufacturer's installation instructions. [~ Materials and equipment must be Ident~fled so that compliance can be determined. Duct Insulatton: ,~ Supply ducts in uncondltioaed attics or outside the building must be insulated to ~.J Reium ducts in uncondilio~l affice ~- outsfife the building must be insulated to R-4. ~} Supply ducts ~ unconditioned spaces must be ieautatod to L~ Retom ducts }n unconditior~:l s~c~ (except basements) must be insulated to R- {~ Return d~cts in unco~dtttoned spaces (except basements) must be insulated to R-2. · Insulation is not required on return ducts in basements. Duct Aovoutos Reaale~ce Page 0 [] [] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives). mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g, (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electdc meters are required for each dwelling unit. Fireplaces: FirepJaces must be insta!ied with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a soume of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters w~th ve~icai pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a cimulagng system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating not water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletabie sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying tluids above 105 degrees F or chilled fluids below 55 degrees F must be insu;ated to the leve~s in Table Advoulos Residence Page 3 of 4 Table ~ : Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in inches by Pipe Sizes Non-Circulating Runoute Circulating Ma]ns and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Range(°F) insulation Thickness in Inches by Pipe Sizes 2" Runouts 1" and Less 1.25' to 2.0" 2.5" to 4' Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 cooling Systems Chilled Water, Refrigerant and 40-55 0,5 0.5 0,75 1.0 Brine Below 40 1,0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Advoulos Residence Page 4 of 4 AV~uLO$ RE~ENCE ~^'r~: 4.29 c~ 54 985, NORTH -ROAD: GREENPORT NY ,S K 1 CHORNO ASS. 0CIATES architects. $O~'HOLD, N[W YO~K ~APPROVA~ AV~ULOS RE$1OE~E D^T~.. 4, ~ 08 54985, NORTH ROAD: GREENPORT' NY ,S K 1 CHORNO ASO. OClATES $OUTHOLD, NE&V YOI~K £ S 87' '~50" E LOT 15 W. SURVEY OF & THE 'WESTERLY 1/2 MAP OF PROPERTY OF H. YOUNG AND R. J. FILE No. 585 FILED SEPTEMBER 11, SITUA TED A T GREENPORT TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-44-01-05 SCALE 1"=50' JUNE 16, 2006 MARCH 22, OF LOT 16 GOODALE 1929 JANUARY 24, 2007 ADDED PROPOSED ADDITIONS FEBRbARY 1, 2007 ADDED PROP HAY BALES & DRYWELL 2007 ADDED NON-TURF SUFFER & REVISED PROP. DRYWELL LOCATION AREA 28,149.93 sq. ff. (TO TIE LINE) 0.646 NOTES. 1, ELEVATIONS ARE REFERENCED TO N,G.V.O. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~0 EXISTING CONTOUR LINES ARE SHOWN THUS: 5 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No, 36105C0158 O ZONE YE COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION), OASE FLOOD ELEVATIONS DETERMINED ZONE X AREAS DETERMINED TO SE OUTSIDE 500-YEAR FLOODPLAIN ,cf TEST HOLE DATA CERTIFIED TO. SPRYO AVDOULOS MARGARITA AVDOULOS UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF L~c, No, 49668 Land urveyor PHONE (651)727-2090 Fox (631)727-1727 26-189C £OAzG S £ S 87'~'~5'~30" $7. ZONE ZONe. X E OF TEST HOLE DATA ~E (7£S7 ROLE DUG BY MuOONAkD GEOSCI£NCE ON MAY 16, 2.006) -?5 LOT 15 JUNE 1 6, JANUARY 24, 2007 ADDED FEBRUARY 1, 2007 ADDED PROP MARCH 22, 2007 ADDED NON-TURF BUFFER MARCH 26, 2007 REVISED AS JUNE 8, 2007 JULY 28, 2007 REVISED AS SEPTEMBER 8, 2007 REVISED AREA = (TO TIE UNE) 0.646 SURVEY OF & THE WESTERLY MAP OF PROPERTY H. YOUNG AND R. J. FILE No. ,585 FILED SEPTEMBER 11, SITUA TED A T GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-44-01-05 SCALE 1 "=30' 2006 APPROVED 1/2 OF LOT OF GOODALE 1929 GENERAL NOTE~ 1. ELEVATIONS ARE EXISTING EXISTING CONTOUR FFL - RRE¢ ~OOR 2. FLOOD ZONE INFORMATION TAKEN FLOOD INSURANCE RATE MAP No. ZONE VE. COASTAL FLOOD WITH s~RJ~I~EE YEAR~: I 16 IrKC, AyATION INSPECTION REQUIRED FON .~NITARY SYSTEM .BY HEALTH DEPARTMENT PROPOSED SEPTIC SYSTEM NOTES: ' 3. MINIMUM LEACHING SYSTEM FOR A I TO 4 BEDROOM HOUSE MAXIMUM IS 500 sq ff SIDEWALL AREA. 1 FOOL; 12' DEEP, 8' dia. ~ PROPOSED 50~ FUTURE EXPANSION POOL O PROPOSED 8' DIA, X 12' DEEP SANITARY L~ACHING pOOL r~ PROPOSED 1,000 GALLONSEPTIC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATION~ AND/OR DATA OBTAINED FROM OTHERS. 6. THE EXISTING SEPTIC SYSTEM IS TO BE PUMPED CLEAN AND REMOVED IN ACCORDANCE WITH S.C.D.H,S. STANDARDS. CERTIFIED TO: SPRYO AVDOULOS MARGARITA AVDOULOS N.Y.S. Lic. No. 50467 Nathan Taft Corw~n III Land Surveyor PHONE (631)727-2090 Fax (631)727-1727 ZONE X 0 0 E 3F I SHO~/N MAp LOT SURVEY OF 15 & THE WESTENLY 1/2OF LOT MAP OF PROPERTY OF W. H. YOUNG AND N. J. GOODALE FILE No. 585 FILED SEPTEMBER 11, 1929 SITUA TED A T GNEENPONT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-44-01-05 SCALE 1 ":50' JUNE 16, 2006 JANUARY 24, 2007 ADDED PROPOSED ADDITIONS FEBRUARY 1, 2007 ADDED PROP. HAY BALES & DRYWELL MARCH 22, 2007 ADDED NON-TURF BUFFER ~ REVISED PROP. DRYWELL LOCATION MARCH 26, 2007 REVISED AS PER JOSEPH FISCHETTI, P.E. JUNE 8, 2007 REVISED PROPOSED ADDITION JULY 28, 2007 REVISED AS PER JOSEPH FISCHETTI, P.E. SEPTEMBER 8, 2007 REVISED PROPOSED GARAGE & SEPTrC SYSTEM LOCATION DECEMBER 19, 2007 REVISED PROPOSED SEPTIC SYSTEM LOCATION AREA -- 28,149.93 sq. fl. (TO Tl~ LINE) 0.646 OC, 1. ELEVATIONS ARE REFERENCED TO N.G.V,D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN TRUS:~ EXISTING CONTOUR LINES ARE SHOWN THUS; .... 5 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 56103C0158 D ZONE VE: COASTAL FLOOD WITH VELOCII~ HAZARD (WAVE ACTION); SASE FLOOD ELEVATIONS DETERMINED ZONE X' AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 16 TEST HOLE DATA 2oo~) c~°~ ~s~ (TEST HOLE DUG BY McDONALD GEOSCIEN~F ON ~Y 16, PROPOSED SEPTIC SYSTEM NOTES: 1. PROPOSED SEPTIC SYSTEM DESIGN BY: JOSEPH FISCHETFi. P.E. P.O, BOX 616 SOUTHOLD, NEW YORK 11971 2. MINIMUM SEPTIC TANK CAPACITIES FOR A I TO 4 BEDROOM HOUSE MAXIMUM IS 1.000 OALLONS. 1 TANK; 8' LONG. 4'-5' WIDE. 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A I TO 4 BEDROOM HOUSE MAXIMUM IS 300 sq fl SIDEWALL AREA. 1 POOL; 12' DEEP. 8' e PROPOSEO 50x FB?URE EXPANSION POOL e PROPOSED 8' OIA. X 12' DEEP SANITARY LEACHING POOL CERTIFIED TO: SPRYO AVDOULOS MARGARITA AVDOULOS THE EXISTENCE OF RIGHTS OF WAY AND/ON EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE MOT GUARANTEED, N.Y.S. Lic, No. 50467 Nathan Taft Corw n III Land Surveyor PHONE (631)727-2090 Fox (631)727-1727 £ S 87 ,'5~30'' 37.; LUVD E LOT 15 W. H. JUL 1 0 2009 BLDD DEPT TOWN OF SOUTHOLD URVEY OF & THE WESTERLY 1/2 MAP OF PROPERTY OF YOUNG AND R. J. FILE No. 585 FILED SEPTEMBER 11, SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-44-01-05 SCALE 1"=50' JUNE 16, 2006 JUNE 9, 2009 AS BUILT SURVEY AREA = 28,150 sq, ff. (TO TIE LINE) 0.646 ac. OF LOT GOODALE 1929 16 / \ ® \ \ \ \ \ \ / \ \ \ NOTES: 1, ELEVATIONS ARE REFERENCED TO N,D.V.D, 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~ EXISTING CONTOUR LINES ARE SHOWN THUS: --- 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No, 36105C0158 G ZONE VE: COASTAL FLOOD WITH VELOCI~T' HAZARD (WAVE ACTION); SASE FLOOD ELEVATIONS DETERMINED ZONE X AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN, TEST HOLE DATA (TEST HOLE DUG BY McDONALD SEOSCIENCE ON MAY 16, 200~) UNAUTHORIZED ALTERATION OR ADDITION TO THI~ SURVEY IS A VIOLATION OF SECTION 7209 OF IlqE NEW YORK STAll' EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING IHE L~ND SURVEYOR'S INKED SEAL OR THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED, PREPARED IN ACCORDANCE WITH THE MINL~UM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 50467 Nathan Taft Corw n III Land Surveyor PHONE (631)727-2090 Fox (651)727 1727 S87' 37.; LOT 15 W. SURVEY OF & THE WESTERLY 1/2OF LOT MAP OF PROPERTY OF H.YOUNG AND R. J. GOODALE FILE No. 585 FILED SEPTEMBER 11, 1929 SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-44-01-0.5 SCALE 1"=50' JUNE 16, 2006 JUNE g, 2009 AS BUILT SURVEY SEPTEMBER 3, 2010 ADDED SEPTIC SYSTEM &~ WATER LINE AREA ~- 28,150 sq. ff. (TO qE LINE) 0,646 SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE ~ CORNER [] CORNERIng] SEPTIC TANK 26' 55' LEACHING POOL COVER 1 45' 27' LEACHING POOL COVER 2 54' 42' NOTES: ~. ELEVATIONS ARE ~EFERENCED TO N.G.V.G. 1~29 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~m EXISTING CONTOUR LINES ARE SHOWN THUS: .... 5 ..... 2. PLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No, $610SC015S O ZONE VE: COASTAL FLOOD WITH VELOCI~( HAZARD (WAVE ACTION); SASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. TEST HOLE DATA 16 THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED, PREPARED IN STANDARDS FOR TITLE By THE L,I.A,L,S, FOR SUCH USE NJ, S, Lic, No. 50467 Nathan Taft Corw n III Land Surveyor PHONE (651)727-2090 Fax (831)727-1727 26-1891 /ooo. q~, oI. o~; AVDOULQS RESI'DENOE~ 54985 NORTH ROAD GREENPO'~T 'N.Y' Ci:,IORN O ASSOCIATES 3 DATE: L /oz. o ItLO~ FOUNDATION PLAN - ELECTRICAL BASEMENT SCALE:l/4":1'-0" ?4TIO //-/ WINDOW AND DOOR SCHEDULE FIRST FLOOR PLAN c '1 -1~40+QX1o E F -5OX4O+50X 10 · ~/z~T~ ~'b H -~C'xs°+~x'~° ~ -2~X4~X~o ENTRANCE DOOR: 3 X6BSOLID +(2) 10" X68~-5 X'[0GLASS PATIO DOORS. ~X&¥~X1'0 ~2) 10%6 +10 X1 WINDOW PROTECTION ,31;o" SECOND FLOOR PLAN EXTERIOR DIMENSIONS TO FACE OF STUDS 1000-44-01-05 SOUTH ELEV. II L \ IL / / /\ / \ " " /~ " x / \ , ~'/ / ' I NORTH ELEV. ~, ~J EAST ELEV. SCALE:I/4": 1 '-0" WEST ELEV. DATE:; 10-22-08 AVDOULOS RESIDENCE i~! 54985 NORTH ROAD GREENPORT - NY A-2 ~' ¢~' '?'"~¢"';~ CHORNO ASSOCIATES -,-,.. $OUTHOLD, NEW YORK STRUCTURAL ELECTRICAL SCALEd/4": 1 '-0" FIRST FLOOR ELECTRICAL ~w,.. SECOND FLOOR ELECTRICAL SECOND FLOOR FRAMING PLAN ROOF FIllING PLAN ~'~' ~ ~ 'TZ SECTION. 1 a-$ SECTION 2 0 DuPlex PLUMBING DIAGRAM i~I~"~ o.~' AVDOULOS54985GREENPoRTNORTHRESIDENCERoAD_ NY DATE: 10-22-08 archJtects, $OUTHOLD, N~ YORK GENERAL CBNSTRUCTIF1N NBTES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA mu- ROOF FRAMING, · CE 7-0~ (:REVZ~D ~ 7-9e) ~ ~siOn Loods For ~ul(d/ngs and Other GENERAL CONSTRUCTION NOTES, For ~eflet-~iy Accepted Good buidk~ pe~ctice Grid conpik~ce ~ ~t M Y~ The Gener~ CcwYtrector b resp(mslde for ensures ~ ~L K~k end cofls~ruc~on ~ ~kwr~ons she~ ~d(e preceden~ over scale dr~lk~s Cdo r~t icGle dreMnGs). Cordrtructkm new~s, he,hods, techrdques, sequences, or prQcWes, or For seFe~y preceutk3ns c~d proGrons kl cmlnectkm ~ the work. Thef'e ore no werrer(Ues For spec~Fk: use expressed or k~p~ed k~ the use oF these ~ ReFe~ ~ ~ ~Gns, ex~or ~evo~ons, G~ MnW)w & ex~o~ ~or s~K~e For ~s ~nd s~es ~ MMows GM ex~or door~ 6~Jenerel C(mtrGctor h; to ensure thee nesonry and flrep~ce cofls~uc~on heels or fxcle~ =Il nGnuFocturers spec~co~ofls ,~ O, pp4icedMe codes. suc~ as bookcu~, ~e{~ Pontry, do,ets, tr~, & Viral ~d ~ co~lctk~s M~II be ~en Mto ~ccour~ dLrk~ construc~o~ The Mhd protectkm POGe shoMd be revk,~ed prkx- to stor~k~ GENERAL FOUNDATION NOTES 7. Provkde Fdnkqun le'x~4' Gccess openk~ to CrAM spGce o~-ea, NAILING SCHEDULE ^s ~ I~r'su bTCN - ~C IJ~ NML ~/ALL FRAMING, FLOOR FRAMING, T~J~ ~l ~A[ 3 NAn. ml~M4 3 - lid C~M-- NAIL TD~N~ GENERAL FRAMING NOTES 8, ~dlll O~lrt~l ~Otld, [ rand VoLt1 to ~lVI O ~k~ 4-~¥ I/E' F'JM'~WdrS, lX~Or she~ng 01~de ~ywoo~ ~ywond to covet- over ~G~s and heoderl. 9. U~ess Of~le-i~e notld, 3/4' T~ ~ or AdvGn~ech plywood to be o~ered to ~st w/ ~ oW ond sc~e~d to ~oo~ ~s For s~ F|w~. ~dshed Flo~r to be h~s~lied over os ~ ~o~J~oc~u~orl I~s~-uctic~l. 10, AtL bo~i~xxe ~olLs ~o hove 3/~' nMsture reSdl~nt sheetrock. GGrGGe VOltS ond celk~s to hove 5/8' Type-X she~oclG U~ess otherMse no~ed, rest Iwldln9 to I~ve ]/~' reguMr sheetroc~ ALL sheetrock to be to~d ~ flr~hed, Ill NL r~$ I~Y(1 · p~Ch O~ ~lSS ~lGt dll]~) shoU be klstoLLed Mth Ice & VGte~ BGrr~r or Gpproved equGL. ROOF SHEATHING, CEILING SHEATHING, VALL SHEATHING, ~ M C~I..ERI IO~C F.mn VN.L]ONtO . FLOOR SHEATHING, TABLE 3.B ROOF SHEATHING REQUIREMENTS FOR ~/IND LOADS, NOTESJ THESE NOTES ARE: ONLY TI] BE RE~'ERRE~ Tn ~F ~NT~DN~D ~1~ ~'9~E~UL.E NOTES ONLY, TADLE 3.9 ~/ALL SHEATHING REQUIREMENTS FOR VIND LOADS, a), Vixen ~LL sheGtt'dno Is cm~tlnuous over connecf~d M~bers,the tobu~o~d nu~be~ oF n~lts shMt be per~ed to be reduced to! - X6d MIL per Foot. NDTES THE:SE: ND~S A~K ONLY TO ]E ~F'~D Tn Zr NKNT1HNF.~ IN ~CHKDULE NOTES ONLY, ~ For loll :s1,,eo.~ wJthk4 4 Feet oF ~he cor~e~l, ~he 4 Foot ed0e Z~le o~Ch~eflt G~49. F~ ~r~ ~l l~ 0.~<G<, ~ ~l ~l s~tl ~ ~ ~ 6 3). F~ ex~P~ ~ sH~ Mt~d ~x ~Ks ~U ~ ~d ~ ~ lU~t~ GENERAL DECK & PORCH NOTES L U~ess o~hereise noted, oiL FroWno ~ote~ to be Il AC0 pressure ~ ~rderl For' FLoor ~tS tO be ~K 8-ply ~XI0 u~els o~l~se ~ott~ ~Mrs sho. tL be e~,d~ b~ted to posts w/ 1/~ d~ ~AIv, b~tl or onchored onto concrete pll~. · ~sts to I~ve I~ockln8 ! · ~. 4, ~t Ledgers Gttoch~ to ~se to I~ve o flo~lno birrte~, t~:~ behind the sisln~ between the houee m~d ledSe~. LedBer ~n~U be b~ted to Ix~dln9 ~l~ 1/~ dh. ~olvo~zed ~ts. ~ AiL FootlnO For pos~s G~ ~S to be 4' ~ow ~e. P~rs st~tL extend G M~nun oF 6' Gbove ~ode. ~ AtL FrG~ ~e~k~t to h~ve o~lo~e ~tv~ized I~lM~)~r! ~ GENERAL HVAC SYSTEM NOTES 1. ti 1Mlocon'b'tctof' Il respcmsllMe For od(,~,~k1~ %a oil codes o~d ~Fe~ requIre~ent~ o_ HV~ sd0contrGc~r Is to FMLy coord~Gte "LL lyftln d~ 0Ad ~K~l~i~! General Cm~t~-octc~, miner ~YI equ~flent sup~4Jer For Fk~k~t rev~w ond Gpprov~. GENERAL PLUMBING NOTES 1. NL l,,ter su~y, drGk~Gge fred ventln8 to be os pe~ ~LY.~ ReMdentk~l Construction Code VeriFy septic sys~ Mth Engineer For SuFFoLk County H~Alth DeF)ort~erY~ opprovAt, ony pl. unfdn0 related ~ork, provkM AdequAte br~dn9 ~td pla~ to protect and secure ~d~ structure, Ver~y elth the ~t=~e cole GENERAL ELECTRICAL NOTES o~d ~GnuFoctu~ers reconnend~tkm For nGxkqu~ h~e ~ze o~ ' N0~a A4 I 1549'85R H OAD REEN,OR~ .~Y - ; I CHORNO ASSOCIATES I RUOF PITCH 3,i2 4,12 542 6,1P 24' 28' 3~' 12' 16' ~0' 24' 12' CDNNECTD]N CN:)ACITY 1073 1287 678 847 1017 1186 1337 783 1045 1176 351 819 1053 16' 435 7*12 20' 544 - 24' 65~ 12,12 ~: 761 870 36', 979 HEAI~R G/RDER CONNECTIONS, RE]DF HEADER UPLIF~ LATERAL SPAN SP~N tbs. tbs, ~' 469 254 4' 939 504 6' 1408 762 ~0' 2' 1878 lOl& 10' 2347 1270 12' 2817 1524 14' 3~.86 1778 16' 3756 2032 2' 6~0 254 4' 1239 504 6' 1~59 762 28' 8' 2479 1016 10' 3098 1270 12' 3718 1.~4 14' 4338 1778 16' 4958 2032 2' 770 254 4' 1540 504 6' 2310 36' 8' 3081 1016 10' 3851 1270 12' 4621 1524 14' 5391 1778 16' 6161 2032 PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT 16' O.C. UNLESS OTHERWISE NOTE]). RIDGE STRAPPING GENERAL WIND PRDTECTIDN CDNNECTIDN NOTES ASSEI~Y FDA ALL CONNECTIONS AND TECHNIGUES TO lie IN ACCORD~ICE WITH THE FDLLDW~qG NMLIAL$~ RAFTER-TO-WALL oX 199~ S~C ItZGH W~ND E3)TT~N VI]OD F~ ~T~N TY-~VN C~ECTI~S b>. S~T~ 1~99 STANDARD FOR ~RZC~ RESISTANT RESIDENTIAL CGNSTR~TiDN c). ASCE 7 ~ CREVISED FROM 7-98) MINION ~SIGN LDAOS FOR BUILDINGS ~D T~ aT~R STR~TURES RAKE ~E~ANG ~TLDDK ~ LL OTHER C~T~TZ~ SHALL ~ C~CTZDNg ZN ~CCQR~E V~TH ~V YORK STATE RESIDENTIAL CONSTRUCTION CODE. 1). RIDGE ~ R~TER R~SEHBLY~ 1-1/4~ x ~0 ~ ~TAL STR~ SHALL ~ ATTRC~ TD EACH PAIR ar RAFTERS. WHEN A C~LAR TEE ZS USED ZN LEU aF A RIDGE STR~, T~ NUMAR aF 1Od CDM~ NAILS ~GU[RED ZN E~H END DF THE COLLAR TIE NEED ~T EXCEE~ HaLODQVNS V~ REQUIRES THE TA~ULATE~ NUH~ER DF 8d ZN THE STEEL STRAP. RAF re SPAN UPLIF1 12' DC 361 16' DC 481 UPLIFT CONNECTIONS F~m RAFTER-TO-WALL, 2). RAFTER TD WALL ASSEMBLY, , WALL-TO-WALL AND WALL-TD-FDUNI~RTION WALL-TO-WALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS DR TRUSS_TO TOP PLATE SHALL RE IN ACCORDANCE TO CHART INCLUDED. RDUP CONNe. CijU~ MIN. 8d NAILS NOTES CONNECTIONS USE 4 8d COMMON NAILS PER RAFTER A~D / DR CEILING JOIST TD TOP PLATE SPAN CAPACITY REQUIRED CONNECTIOM AT WALL HEIGHTS UP TO 10 AND AT RAFTER / CEILING JOISTS 12' 427 tbs. 4 SPACING e 16' O,C, FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CI:X~NECTIDN, 16' ~ Lbs. 5 WHEN RAFTER DR TRUSSES DD NDT FALL IN LIHE WITH STUDS DELDV, RAFTERS DR I ~! TRUSSES SHALL E ATTACHED TD THE VALL TOP PLATE AND THE WALL TDP PLATE 20' 626 tbs. 5 SHALL BE ATTACHED TO THE VALL STUD WITH UPLIFT CDNNECTIDNS, 24' 726 tbs, 6 28' 226 tbs. 7 3). WALL ASSEMBLY TO WN.J_ ASSEMBLY, WALL STUDS ABOVE AND STUDS ~ELrlW SHALL DE ATTACHED WITH UPLIFT CONNECTORS. 32' 927 tbs. 2 ~EHyTT~AcALHLE_~_TU_DS. A_~_D...V._E. ~0 NOT FALL IN LINE WITH STUDS ~ELOW, THE STUDS SHALL 36' 770 lbs. 7 12' O,C, HOLDDOWNS WHERE REOLIIRED at. Mt_u /u ~. CUMMnN MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIOMS. WALL-TO-FnLINDATIDN 4). WALL ASSEMBLY TO FDUNDATIOM, CONNECTIONS FIRST FLOOR WALL STUDS SHALL DE CONNECTED TU THE FOUNDATION, SILL PLATE, nR BOTTOM PLATE WITH UPLIFT COMHECTDRS. STEEL STRAPS SHN-L ~H~_VE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB ON GRADE, 15 INCHES IN MASONRY BLOCK FDUNDATIOMS, DR DE LAPPED UNDER THE PLATE AND NAILED IN HDLDDOVN ANCHORS REQUIRED FDA TYPE I AND TYPE II SHEAR WALLS (6° PANEL E~T.~E NAILING) WALL HDLDDOWN HEIGHT CAPACITY (lbs.) 8' 3375 9' 3800 10' 4225 VINDDV SILLPLATE CONNECTIONS HEADER ~IF~ SPAN lbs. ~ ~'~4 4' 504 6' 762 8' 1016 10' 1270 12' 1524 14' 1772 16' 203~ HDLD~I3VN ANCHORS STRAPPING TYPICAL WIND LOAD PATH N,T.S. _1 I I I I I I I. J J J HOLDDDWN ANCHORS TYPICAL SHEAR WALL ASSEMBLY ACC~RI~fl~CE WITH TA~t.E 3.3B OF SBC 1995 HIGH WIND EDITION VODD FRANS CGHSTRUCTIOM MANUN.. WHEN THE STEEL I~NTRTH~E IS LAPPED UN~R THE BOTTOM PLATE, 3-INCH SGU~ WASHERS SHALL DE USED HE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL NOT EXCEED 72' D.C. FDA BUILDINGS WITH A CRAWL SPACE OR BASEMENT. DUILDINGS WITH A SLAB-OM-GRADE SHALL HAVE ANCHOR ~DLTS AT A MAXIMUM OF 32' D.C. STEEL STRAPS _EM..~. DDED ZN OR IN CONTACT WITH SLAB-ON-GRADE OR MASONRY aLaCK FOUNDATIONS SH~/.L DE HOT-DIPPED GALVANIZED COATED. 5>. HOLDDOVN, HDL~a~I3WN SHALL DE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS DF TABLES 3.5A D FOR WALL TYPE I OR TABLE 3.16 FDA WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2 F~M T~ SaC 1993 HIGH WIND EDITION V~D FRAME CONSTRUCTION MA~AL. A CONTINUOUS LOAD PATH FRDH T~ ~D~VN TO T~ FOUNDAT/DN S~L ~E HAINTA[~9. WHERE A HDLDDQVN RESISTS T~ OVERTURNING LOAD FROM THE STORY ~ STORIES ABOVE, THE HOLD~VN SHALL BE SIZED F~ T~ REGUIRED ~LD~VN CAPACETY TENSION CAP~XTY AT ITS LEVEL PLUS THE REQUIRED H~D~VN TENS[~ CAPaCiTY DF T~ STORY DR STORIES A~DVE. 6). CONHECTIOMS AROUND WALL OPENINGS; HEADER AND / DR G~RDER CDNHECTIDN SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. 7). WINDOW SILL PLATES, WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. 2x4 WALL SILL PILATE (FLAT), 1-PLY FOR OPENINGS UP TD 4'1 AND 2-PLY FOR OPENINGS UP TD 6'0. 2x6 WALL SILL PLATE (FLAT), I-PLY FDA OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO 8'9. 7). CATHEDRAL CEILINGSm MIN. NAiL SPACING FaR ROOF SHEATHING w/ RDDF RAFTERS e 16' DC LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' I"'lr..Klll~. I I'K K~GE ZONE 6' IZC. 6' D.C. INTE~[E~ ZONE 6' D.C. 12' D.C. GABLE END VALL PJILKE & RAKE: TRUSS 4" D,C. 4*' D.C. N.T.S. MIN, NAIL SPACING FOR WALL SHEATHING ATTACHMENTS LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE PN~EL EDGES SUPPORTS IN THE PANEL FIELD 4' t.uce. ZONE 6' O.C. 12' D.C. lNl'bKifi~ ZONE 6' O.C. 12' D.C. WHERE RIDGE IS TD DE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED DN TOP IF THE BEAM DR SLOPE CONNECTORS SHALL DE ATTACHED TD EACH ~T~.TD_~E ~ _~.._ THE OPEN CEILING PART DF THE BUILMNG, CDNNCCTIDNS TD THE RIDGE riND WALL ~HP4.L HE THE SAME AS ABOVE REQUIREMENTS. 8). A MINIMUM OF THREE C3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS OTHERWISE NOTED.. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND C3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED. USE THE FDLLDWING USP BRAND DR APPROVED EQUAL CDNNECTIDNS SHALL BE INSTALLED ACCORDING TO CATALOGUE NUMBER DESCRIPTIOM LOAD CAPACITY MINIMUM FASTNERS AD~5 HOLDDDVN ANCHOR 4000 tbs. BOLT Tn VERTICAL MENDER, (2) 3/4x3-t/2 ~OL' ~OLT TO SILL, (1) 3/4x5-1/4 ANCHOR BOLTS TDX6 HDLDDDVN ANCHOR 5100 tbs. ~DLT TD VERTICAL HENDER, C2) 7/8x3-1/2 BDt DOLT TO SILL, 7/_Rx6-1/8 ANCH~ DOLTS KH~¥~ STRAP TIE 4220 tbs. (6) 5/8' al& BOLTS KH~¥3 STRAP TIE 6180 lbs. (6) 3/4' DIA. BOLTS LSTA18 FLAT STRAP 1055 lbs. (14) 1Od COMMON NAILS LSTA50 FLAT STRAP 1670 tbs. (22) 1Od CDI~N NAILS 'S 'S METAL CDNNECTDRS TD MEET THE MINIMUM UPLIFT REQUIREMENTS, MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY. CATAL_rIGL~_ NUMBER DESCRIPTION LOAD CAPACITY MINIMUM FASTENERS RTIO RAF IbR-TD-WALL STUll TY-DDWN ANCHOR 585 tbs. RAF iLK & STUD~ (6) 8d COMMON NAILS EACH RT20 RAFTER-TO-WALL STUD TY-DOWN ANCHOR~ 1105 tbs. RA~ i bR& STUD, (9) 10x1-1/2 RT'--~'-'~ ~ ~ PLATE: (4) 1Od COMMON Nl LS RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 585 lbs, ~ RAFTER AND PLATE, (5) 8d COMNDJ ET16 RAFTER-TO-TOP PLATE TY-DDWN ANCHOR 950~ibs. RAF¥t.K, (8) 8x1-1/2 N~ LS ~'~'~.. ' PLATE, 8) 8d COMI~N NA, .S ~:'~I[~.~ SPT44 & 6~ STUD PLATE TIE 1070 tbs. PLATE AND STUD, (6) 16d COMMON SPTH4 & 6 STUD PLATE TIE 1470 ~bs. PLATE AND STUD, AVDOuLqS RESfDENCE 549'85 NORTH ROAD GREENRORT NY. DATE: 10-22-08 A-5 .. CHORNO ASSOCIATES I 7 · UP /_/V/,tlG ol " WINDOW A B C D E F G J K. L M 2-6 x 4-0 3-0 x 4-0 (2) 2-6 x 5-0 + (2) 2-6 X 1-6 4-0 x 5-0 + 4-0 x 1-6 (2) 3-0 x 5-0 + (3) 3-0 x 1-6 + dr 3-0 x 6-8 3-o x 5-o + 3-0 x 1-6 (2) 2-6 x 3-0 + (2) 2-6 x 1-6 2-0 x 4~0 4-0 x 5-0 (3) 3-0 x 5-0 4-0 x 4-0 2-0 x 4-0 + 2-0 x 1-6 l/¢z~L./~ /z./ ~-'/' ' /d_L// / COMPLY WiT, ~ NEWN'ORI' PT'/~ E & AS REQUIRE,2 .~, qD CO 4D , L,~ >, SOUTHOLD TOWN ?LANNING/, SOUTNOLD T0W .~F~'~ N.Y,S. DEC OCCUPANC': ,il USE IS UNLAW¢ ',J!_ WITHOUT CERTIFICATE OF OCCUPANCY IJNDE~fllTEFI~ CERTIFICATE REQUIRED CERTIFICATION OF NAILING & CONNECTIONS REQUIREO~ ALL CONSTRUCTION SHALL RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF Tile TOWN CODE DO NOT PROCEED WITH · NOTIFY BULblr' FRAMING UNTIL SURVEY ~7654ao2 aLI,I'~'; OF FOUNDATION LOCATION - FOL[.O,~q:~G INS ',;' ,' HAS BEEN APPROVED. ~ FOUu~A~Or~ - ,-" n PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING PLUMBER CER, TIFICA TION ON LEAD CONT~ENTBEFOREyoRK STATE· NOT RESPORSIBLE FOR ~ N OERTIFIOATE~FQCCUPANO~ESlGN OR CONSTRUuTIO ERRORS· SOLDER U~D IN WATER MEET THE REQUbl ON-U: OF THE SUPPLYSYSTEMCANNOT , AVDOULOS R~C~' 54985 NORTH ROAD, GREENpORT CHO NO ASSOCiaTES SOUTHOLD, N~ YORK I I ,/ t\ AVDOULOS RESIDENCE PROPOSED ALTERATIONS 54985 NORTH ROAD GREENPORT CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK DATE: 4'"' I~. ,( /£ (~ V 'N '...¢C4~.c-..~ o GENERAl CBNSTRUCTIBN NBTES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA THESE C~N~TRUCT]I]N BI]CUNENTS H~VE BEEN mrS[GNE~ TI] NEET THE 14]N~HUH ~ ~ CRITERIA ~'I_DV. REFER TD SECT, R301,4 / R30L5 DF I~Y.S, R£S~DENT~N. CI]NSTRUCT~I]N CODE ~.L ~O~RIN~ FASTENIN~ BRAC/N~ ~NI~ GL-K~RN_ (~N~TRUCTIUN TI] ASS£H~.ED A~ PER N,Y,~, RESIIF_NTIAL. CI]NSTRUCTIDN ~ Tfl THE F'I~LI]VING I~M~M.S f~R AL)~ITIflI~L F~TENER R£GUIR~NENT~ ~ 7-0~ (REVISED FR~H 7-9~) ~ DesJOfl Loads fo~ ~ull~t~Os omi I~he~ S%'?UC~GJr~S GENERAL CONSTRUCTION NOTES: The k~or~Gtlofl o~ tNs set of cofls~*u4:'dofl docuneflts ~ ~m~d to b~ M~ ~t a~ ~ ~ls, They ~ ~ed ~ G ~~ M, ~t ~ s~ ~ ~ty ~cc~ ~ ~ ~ct~e ~ c~e ~ c~t ~i Y~k smmd o~d seotberpt~m~ corgAeted product, & The General Contr(~-tor Is responslMe for ensuing 'd~t oH tmrk Grid co~s~a-uc~lon ~eets current fed·rot, sto~e, county Grid rocor codes, ordnmlces m~d regMAtkms, e~c. These codes ore ~o i~ co,Md·red AS port of ~e spedflc~Jmqs For 'd~ bulldk~ ~d shouLd be Adqered to even I~ they are In vArMnce wl+J'l ~ Man. 3. ~inenslo~s sl~it 'coke precedent over scots draMnGs Cdo not scALe dr=tdnDs:~. 4, The desll~er I~s not been snagged for cons)a-uc~lon supervision Grid assU~es no respo~slMIty for constructlofl coordlr~tln~ Mth these I~O~s. nor responslMUty for co~s~-uc'don Mons, Mthods, tec/IMques, sequences, or ix'ocedures, or fM' s~fety, prscAutlc~s ond 1~ogrm~s In connection M'Ch the eork. There ore no worrmt~des for specific use expressed or k,4Mled In the USe of these 5. Refer to floM' FAons, exterkx- slevo~do~s, Grid W L exter~ ~ s~e ~ ~s ,ond s~fl ~ Ws G~ ext~r ~ ~t C~ct~ Is to we t~ M~y o~ ~P~ce c~str~ ~ts ~ exceeds GIt M~GCt~S ~G~S G~ G~ ~S, I such AS bookcoses, shslvb~b pAntry, closets, tr~, etc. 3. ~ tcMd required cor~lectlo~s shill[ be token Into Account durin9 cons~c~ The ~ I~O~d~n P~Ge shouLd b~ reviewed prk~' to start/n0, GENERAL FOUNDATION NOTES L Gen~L Cm~rsctor & Hush to review plane, slevo'Uons And de'l~l.s to dete~lne Intonded bel0hts OF finished floorCs) Above ~'~pic~L 3. Provide 1/2' exp(mslon .Joint nAterioJ, between concrete slobs Arid GI0ut'Un0 concrete or MsMlry wGLIs occur~ In ex~erlor or unheoted In'cerk~ or·u, 4. ~ny nee cnocrsto eoLLs beln0 A'c~ched to exls~in0 (1~ shy) concrste s~C~-~~ to 10e InstGtLed ul'ch J4 r~-I0o~, 18' Loft0 · 12' I1C. Use AppPoved epoxy for InstoltAtlon. 5. Urdses otherdse notod, s(L Irrter~x' slobs o~ 0~Gde to be ~500 psld:onc~ete £x~erk~ slobs off 0r~d~ 'co be 3~00 psi coflc~ete 9. lb-oJr~0e to be provided os per sec'ck3fl R405 of tLY,S, resJdenthL code ROOF FRAMING, WALL FRAMING, FLOOR FRAMINGt GENERAL FRAMING NOTES 1. U~ess otherwise noted, ALL frAFan9 noterk~t to ~ ~+BTR, ~ F~. 2, Ft~s, woL~, ceos G~ ~ers ~o ~ 16' ~ u~ess o~r~ Pr~ ~e-~ ~e ~c~Le, ~s cM~ to ~=ne 5, ~e ~ fl~ ~t ~ ~tLs ~t r~ ~LL~ to ~l~ ~ ~ W ~W ~s oe~ c~ ~e ~Ll ~ ve~d f~ l~d c~dty. ~ fl~ ~s ~ ~11 ~ ~tts. 8. U~ess othet~Mse no~e~l, Roo~ (md VALIs to hAve A ~ 4-1~y 1/2' flenrBllrs. ex'cerID~ shee~a19 9rAds ply·sod, I~ym~xI to cover over IMAtes And heed·rs. 9. I. in~ess sail·riMe noted, 3/4' T&G Fk' or Mlvofl~:h iMy~ood to be Adhered to Jols~ e/ Pt.400 Gdhe~ve And scPesed to f~O0~ ~O~S'CS for SUb FI. OOPInG. FbMshed floor 'co be InstaLLed over os pm- non~eoc~u~e~s Ins'Gructlo~s, 1{~ ALL bethr(xm eGOs to I~ve L/;~ ~K)bStuPe resist(mt M~eetrock. GoPoBe VAILs And ceWngs to hove 5/e' Type-X shee~Y~-k. U~ess o~GherMse noted, res'c oF b~din9 to have 1/~' regu~or sheetrock. ALt sheetrock to be taped and fl~shed, 11, ALL r~OFs Mth A ~ oF Less ~h~t 4,12 shALL be InstoUed ~lth Ice & Vo~-r ~rrler or IP. S~1 p~x~s ;co be pressure +xeotod, Use ~ sill 0osket MM cop-r~ll~lHI~ per,dated, nl:q3roved eClUOL 'cerfl~ce Md, Pta~es to be onchored to Fc~ndo~on with n M-M~m 1/;~' alex7' Lo~O ~ b(Mts · &' Q~ ~ w/I 1' oF ends Grid co~ne~s. ROOF SHEATHING, CEILING SHEATHING, WALL SHEATHING, I~NT BESCIG~T~ ~ leVL 0TY. SPACZNG ~ d: PE~ TAIL~ ~.t PMi2.S ed aN4GN M*CI4 - S~C 7/J6' n~l 3" DC. ~ PLYNn~Ju MB a~44DN 6, nr ~ 7' GC E~: VMJJOA~S ~1 ~ !~ n~ , ~,,,~ FLOOR SHEATHING, TABLE 3,8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS, NOTES, THESE NOTES ~ DM.Y TQ BE REF£RRED TI] ~ HENTK]N£D IN SCHEI)IJ.£ NI]TES IN.Y. IX No. HInO reclLdrenents ore hosed Mt ~LL sheA'U'dn0 noled 6' on-center at ~ ImM edoe. If v~LL shea~:hk~ Is haled 3' off-center o~; the [:)w~t edge to obt(~n higher shear Cal~cltles, nolini] requlre~4nts for structuroL nerd·rs shoLL be doulMed, or alterno~e cormecto~s, such As sheor I~Ates, shoLL be used to MJntoin Lood p~th 2). Vhen troll sheothin9 Is con~1~uous over con, tected MF~bers,the tobu~ated number of i~lts sh~t be pernlttod to be reduced 'col - 16;I nor per foot. GENERAL DECK & PORCH NOTES 1, Un(ess otherlise notod. ALL fPor/~O no~erk~L to be ill ~i] Fressure ~. Gl~d~s for floor Jolts to be ~ 2-~y ~xl0 unless o'l~torMse noto~ ~lrders sh~Lt be either kxMted ~o pos'cs w/ 1/2' G~ ~.tv. b~ts or mY:ho~ed o~to concrete pier, 3, ,.k:Msts to have I~ocklnG · 8' C].C. 4. ALL Ledgers o'ctAcbed to house 'co h~ve behind the sidinG, be'c~een the house and tedl~'. Ledger shall be bo~ted to bul(dlr~ Mth 1/2' dl~. G~tvanlzed bo~ts. 5. NL footli~ For posts And piers to be 4' Ioetow ~r~de, Piers sFmLL extend a ~ of 6' above ~ade. 6. AU frAninO noteMol to hove Apl~op4~lote 0GLvo. nlzed hAl~ers GENERAL PLUMBING NOTES L ALL water supply, dr··nags Grid ventln9 to be As per ReMdentb[ Co~s~-uctio~ Code VeriFy septic systen wi'ch £nGk~er for Surf GU( CalmLy HeALth DeportP~nt ~pp~ovoL. 3. I~ wott studs, p~tes or ,}Ms'cs ore cut ou~ dur~9 k~oUati~ for any I~U~=inO rets'ced ~o~k, I~OVide AM~J~te b'md~ ~d ~Atos 'Co I:X,'o'cect And secure ~ struc'ba~e. YeriFy elth 'Ute stat;e code w~d nonuFActurers recoN~q~tion for Mxlnun hole size And TABLE 3,9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS, NOTES THESE NC]TEe ~R£ DNI.Y TI] ~E REFERRED TO IF N£NI'~ED IN SCHEDULE NOTES ONLY. 1). For ~tt SbeAthin0 M~hIn 4 feet oF the corr.'s, ~ne 4 foot ed0e zone A%'~AC~flent rsclub-enents short P). Tob~A~ed ~P Inch o~. MI spocklg assulMIL sheo~in0 attached to s~ud frolMn9 neF~De~s Mth G)0.49. foe, frAM~ Ws wi'th 0.42<GC, YM noK sl~cin0s sh~tt be reduced to 6 Inches o~:, 3). for ex'cerim,, pGr~L sldn0, 0GLvinlzed 10ox nots shGLL be per~'L~ed ~o be substi'b.rked F'or coN.toff nors. GENERAL HVAC SYSTEM NOTES I. ~4ch~nk:At subcontracto~ Is responsllMe for Adh·tin9 ;co ALL ~cobte codes ond sefety requl~e~ent~ HVAC subcm~a-acto~ Is ~o fury coordinate all systen d~tA Grid requk-e~ents the equ~mt suppler, 3. H~AC suI0corit~:~x., to provide fln~t systen LAyou'k d~win0 ond subPi~ It to General C(mtract(x% ovmer And equlINnt supplier, F'or flr~L Pevlew GrKI apl~ovAl.. GENERAL ELECTRICAL NOTES 1, ALL Mectrk:ot to be os I~ I~Y~, Reslden~xl Construction Code, P. ALL slectricAL Iork shALl be undlrlrlters approved, ~ ~ detectors to be tocAtod 'd~oughout As per Section R3~7 of I~Y.~ Resldefl'UoL Construction Code. Prove A nk'dl~ of I C~rtxm ~ STRAPPING FOR 16' O,C. RAFTERS ]N WITH ROOF ROOF CONNECTION WUUU P~AML CUNST~UC PITCH ~PAN CAPACITY (p~E) 16' 0,C, UNLESS BTHERW, 1~' 644 3m12 16' 858 eO' 1073 24' 1287 16' 678 4m12 EO' 847 24' 1017 28' 1186 3~' 1357 RAKE OVERHANG OUTLOOK 12' 392 CONNECTIONS 16' 523 i RAF rEA ' 20' 653 SPAN : UPLIFI' 5m12 24' 783 28' 915 lP' 8CI 361 32' 1045 16' DC' 481 36' 1176 12' 351 16' 468 UPLIFT CDNNECTION~ FOR, RAFTER-TO-WAL 20' ~85 WALL-TO-WALL AND WALL-TO-FOUNDATIDN 6m12 24' 702 28' 819 ROOF CONNECTION HIM, 8d NAILS NOTES 32' 936 SPAN CAPACITY REQUIRED 36' 1053 12' 427 tbs. 4 12' 326 16' 526 tbs. S 16' 435 20' 626 tbs, S 7d2 20' 544 24' 726 tbs. 6 - 24' 652 12,12 28' 761 28' 826 tbs, 7 32' 870 3~' 927 tbs. ' D 36' 979 36' 770 tbs, 7 12' O.C, PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD ALL MEMBERS AT RAFrER UPLIF1 SPAN 12' OC 361 16' nc' 481 HEADER GIRDER CONNECTIDNS~ ROOF HEADER UPLIFT LATERAL SPAN SPAN tbs. tbs. 2' 469 254 4' 939 504 6' 1408 762 8' 1878 1016 20' 10' 2347 1270 12' 2817 1524 14' 3~86; 1778 16' 3756 2032 2' 620 254 4' 1239 504 6' 1859 762 8' 2479 1016 28' 10' 3098 1270 12' 3718 1524 14' 4338 1778 16' 4958 203~ 2' 770 :=54 4' 1540 S04 6' 2310 762 8' 3081 1016 36' 10' 3651 1270 12' 4621 1524 14' 5391 1778 16' 6161 2032 HDLDDOWN ANCHORS REGUIRED FDA TYPE I AND eTYPE H SHEAR VALLS (6' PANEL EDGE ~AILING) ~VISE NOTED, RAFTER-TO-WALL TY-~OWN CONNECTIONS VALL-TO-VALL CONNECTIONS RIDGE STRAPPING TIE WALL-TO-FOUNDATION CONNECTIONS GENERAL INB PRDTECTIDN CDNNECTIDN NDTES ASSEMBLY FDA ALL CONNECTIONS AND TECHNIGUES TO DE IN ACCORDANCE w]-rH THE FDLLD¥ING o.), 1995 S~C HIGH VZND E])IT]DN WOOD FRAME CDNSTRUCT]DN b). SSTD 10-99 STANDARD FDA HURRICANE RESISTANT RESIDENTIAL CDNSTRUCTIDN c). ASCE 7-0~ (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES THE GENERAL CONTRACTOR ANn FRAMER SHALL REFER TO ADI]VE MANUALS FDA WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL BE IN ACCORDANCE WITH HEW YORK STATE RESIDENTIAL CONSTRUCTIGH CODE. 1), RIDGE TO RAFTER ASSEMBLY, 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS, WHEN A COLLAR TIE IS USED IN LEU DF A RIDGE STRAP, THE NUMBER DF 1Od CDMMi]N NAILS REQUIRED IN EACH END DF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d IN THE STEEL STRAP, WALL ! HDLDD~VN HEIGHT CAPACITY (tbs.) 8' 3375 9' 3800 10' 4225 VINDDV SILl.PLATE CONNECTIONS HEADER UPLIF1 SPAN tbs, 2' 254 4' S)4: 6' 62 8' 1016 1o, i 7o 12' 1524 14' 1' r78 16' 21 132 i HOLDDOWN ANCHORS *-HDLDDOWNS WHERE REQUIRED :- I I I I I I I I -~HDLDBOWNS WHERE REQUIRED - I I I I I I I I STRAPPING TYPICAL WIND LDAD PATH HOLDDDWN ANCHORS 2). RAFTER TO WALL ASSEMBLY, LATERAL FRAMING AND SHEAR CONNECTIONS FDA RAFTER, CEILING JOISTS TRUSS TO TOP PLATE SHALL DE IN ACCORDANCE TO CHART INCLUDED, USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING , JOIST TO TOP PLATE CONNECTIGH AT WALL HEIGHTS UP TO 10 AND AT RAFTER / CEILING JOISTS SPACING 8 16' D.C, FI]RAN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION. WHEN RAFTER OR TRUSSES DD NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR TRUSSES SHALL DE ATTACNED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS, LOCATION N~IL SPACING AT NAIL SPACING AT INTERMEDIATE PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER I EDGE ZONE 6' ~C. 6' O.C, INTERIDR ZONE 6' D.C. 12' D.C. GABLE END WALL RAKE & RAKE TRUSS 4' D,C. 4' O.C, 3>, WALL ASSEMBLY TO WALL ASSEMBLY~ WALL STUDS ABOVE AND STUDS BELOW SHALL DE ATTACHED WITH UPLIFT CONNECTDRS, WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL DE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS, 4>, WALL ASSEMBLY TO FDUNOATIDN= FIRST FLDI~ WALL STUDS SHALL DE CONNECTED TD THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE WITH UPLIFT CONNECTORS, STEEL STRAPS SHALL HAVE A MINIMUM ENBEDMENT DF 7 INCHES IN CONCRETE FDUNDATIDNS AND SLAB-BI. GRADE. 15 INCHES IN MASONRY BLOCK FOUNDATIONS. DR DE LAPPED UNDER THE PLATE AND NAILED ZN ACCORDANCE WITH TABLE 3.38 DF S~C 1995 HIGH WIND EDITION WDDD FRAME CONSTRUCTION MANUAL, WHEN THE STEEL STRAP IS LAPPED UNDER THE DOTTOM PLATE. 3-INCH SQUARE WASHERS SHALL BE USED IN THE ANCHOR I~]LTS AND THE ANCHOR BOLT SPACING SHALL NOT EXCEED 72' ~C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT, BUILDINGS WITH A SLAB-ON-GRADE SHALL HAVE ANCHOR )IOLTS AT A MAXIMUM OF 32 D.C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT-DIPPED GALVANIZED COATED. 5). HOLDDDWN, HDLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS nF TABLES 3,SA-D FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2 FROM THE SDC 1995 HIGH WIND EDITION WDDD FRAME CONSTRUCTION MANUAL. A CONTINUOUS LOAD PATH FROM THE I'fl]I. DDnWN TO THE FOUNDATION SHALL DE MAINTAINED. WHERE A HDLBDDWN RESISTS THE OVERTURNING LOAD FROM THE STDRY DR STORIES ABOVE. THE HDLDDDWN SHALL DE SIZED FOR THE REQUIRED HDLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE REQUIRED HDLMX3WN TENSION CAPACITY DF THE STORY DR STORIES ABOVE. 6>. CONNECTIONS AROUND WALL OPENINGS, HEADER AND / DR GIRDER CONNECTION SHALL DE ATTACHED WITH UPLIFT CDNNECTIQNS, N.T,S. 7), WINDOW SILL PLATES, WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS, 214 WALL SILL PLATE (FLAT)~ 1-PLY FOR OPENINGS UP TD 4'1 AND 2-PLY FOR OPENINGS UP TD 6'0. 216 WALL SILL PLATE (FLAT), 1-PLY FDA OPENINGS UP TO 5'11 AND E-PLY FOR OPENINGS UP TD 8'9. rll .! I I I .I I I I. J J J 7). CATHEDRAL CEILINGS~ WHERE RIDGE IS TO DE USE]) AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED TYPICAL SHEAR WALL ASSEMBLY MIN, NAIL SPACING FOR RDI]F SHEATHING W/ RO F RAFTERS 8 16' OC N,T.S, AND ANCHORED ON TOP OF THE BEAM O~ SLOPE CONNECTORS SHALL BE ATTACHED Tn EACH RAFTER TD RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING, CONNECTIONS TO THE RIDGE AND WALL SHALL DE THE SANE AS ABOVE REQUIREMENTS, MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS 8). A MINIMUM OF THREE (3) STUDS SHALL DE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL, USE (2) JACK STUDS ON EACN SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS OTHERWISE NOTED. USE (2) FULL LENGTH STUDS ON EACH SIDE FDA OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED, HAIL SPACING AT NAIL SPACING AT INTERMEDIATE LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 6' O.C, 12' O,C. INTERIOR ZONE 6' D,C, 12' D,C. USE THE FO_LOWING USP :BRAND DR APPROVED EQUAL CDNNECTIDN~ SHALL BE INSTALLED ACCORDING TD CATALOGUE MINIMUM NUMBER DESCRIPTION LOAD CAPACITY FASTHERS ADS5 HDLDDDWN ANCHDR 4000 tbs. DOLT TO VERTICAL MENBER~ (E) 3/4x3-1/2 ~DL BOLT TO SILL. (1) 3/415-1/4 ANCHOR DOLTS TDX6 HOLDDOWN ANCHOR 5100 tbs. il DOLT TO VERTICAL MENDER~ (2) 7/813-1/2 DDL ' DOLT TO SILLm 7/8x6-1/8 ANCHOR ~DLTS KHST2 STRAP TIE 4220 Lbs. ;I (6) 5/8' BI& BOLTS KHST3 STRAP TIE 6180 Lbs. (6) 3/4' DIA. DOLTS LSTA18 FLAT STRAP 1055 Lbs. (14) 1Od COMMON NAILS LSTA30 FLAT STRAP 1670 tbs. (22) 1Od COMMON NAILS S S METAL MANUFACTUREg CATALOGUE NUMBER CONNECTORS TD MEET THE MINIMUM UPLIFT REQUIREMENTS. RECDMMENDATIDN TD ACHIEVE MAXIMUM UPLIFT CAPACITY, DESCRIPTION LOAD CAPACITY MINIMUM FASTENERS RTIO RAP m LA-TO-WALL STUD TY-DDWN ANCHOR 585 Ihs, RAFTER L STUD, (G) 8d COMMON NAILS EACH RTeO ~~~ TY-DDVN ANCHDR 1105 tbs, PLATE~ (4) 1Od C~N AVDOULQS REsiDENcE. AT7 RAFteR-TO-TOP PLATE TY-DDVN ANCHOR 585 lbs. RAFTER AN9 PLATE~ (5) 8d ** ~ .. '" RTl6 RAFTER-TO-TOP PLATE TY-DDWN ANCHOR 950 tbs. SPT44 & STUD PLATE TIE 1070 tbs. SPTH4 & 6 STUD PLATE TIE lq70 tbs, RAFTERI (8) 811-1/2 PLATE' 8) 8d COMmON PLATE AND STUDm (6) 16d PLATE AND STUD, (12) PROPOSED ALTERATIONS 549-8'5 NORTH ROAD GREENP. ORT ~Y, DATE: ~ ~7~.07~ A-5 CHORNO ASSOCIATES architects.