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Home My WebLink About36821-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 7/16/2012 CERTIFICATE OF OCCUPANCY No: 35821 Date: 7/16/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: SINGLE FAMILY DWELLING 1000 Sound Drive, Greenport, Sec/Block/Lot: 33 .-4-3 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated 11/2/2011 pursuant to which Building Permit No. 36821 dated 11/l 8/201 l 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, Kitchen, Family Room, Entry Hall, Office, Covered Entry, Study, 3 Bedrooms, 3 Baths, Washer/Dryer, Walk-In Closet, Balconies, Covered Deck, Fireplace, Attached 2 Car Garage, Basement, Mechanical Room and Cellar Entrance as applied for Per ZBA #6500, Dated 9/15/11. The certificate is issued to Phillips, Michael (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7/3/12 RI0-11-0017 6/15/12 36821 7/5/12 Christopher Nappe Plumbing & Heating Auth~ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36821 Permission is hereby granted to: Phillips, Michael 7 Shady Meadow Lane Syosset, NY 11791 Date: 1111812011 To: Demolition & Construction of a New Single Family Dwelling; Kitchen, Family Room, Entry Hall, Office, Covered Entry, Study, 3 Bedrooms, 3 Baths, Washer/Dryer, Walk-In Closet, Balconys, Covered Deck, Fireplace, 2 Car Garage, Basement, Mechanical Room, Cellar Entrance, as Applied for. At premises located at: 1000 Sound Drive, Greenport SCTM # 473889 Sec/Block/Lot # 33.-4-3 Pursuant to application dated To expire on 5/19/2013. Fees: 11/~/2011 and approved by the Building Inspector. $2,153.60 $50.00 $969.70 $3,173.30 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - NEW DWELLING DEMOLITION Total: Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of properly with accurate location of all buildings, properly lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $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 Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. Old or Pre-existing Building: Street (check one) New Construction: Location of Property: / oO O House No. Owner or Owners of Property: ~ ~. C_L,_,~_~x Suffolk County Tax Map No 1000, Section Subdivision ~.t-f-~'~'~7~ Permit No. q~ve~)~ Health Dept. Approval: '~'~ Block ~'~- ~ <~* Filed Map. Date of Permit.~~.~ Applicant: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Hamlet Lot: Underwriters Approval: Final Certificate: eck one) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 119714)959 Telephone (631) 765-1802 Fax (631) 765-9502 ro.qer.richert~town southo d ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Phillips, (JNS Cont) Address: 1000 Sound Dr City: Greenport St: NY Zip: ii944 3uilding Permit #: 36821 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Double Pole Electric LicenseUo: 3913-me SITE DETAILS Office Use Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel ,~C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [~1 HID Fixtures Wall Fixtures I'~ Smoke Detectors Recessed Fixtures ~ CO Detectors Fluorescent Fixture ~'l Pumps Emergency Fixturesl.___~ Time Clocks Exit Fixtures [__l TVSS 200a underground service, 2-combination smoke/co detectors, 9-paddle fans 5-exhaust fans, 16-ARC fault circuit breakers Notes: Inspector Signature: Date: July 5 2012 81-Cert Electrical Compliance Form.xls CERTIFICATION Building Permit No. 3~8o~ Owner: f / Chael Ph;ll l S (Please print) (Please print) I certil~ that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this ~.~ day of _~ ~, , Notary Public, ~,fl~_..~ County _ Oualifi~:l~ln.Suflpl~.Cog_nty_ _ ~;ommission v (Plu/fibers Signature~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ [ ] ELECTRICAL (FINAL) REMARKS.- DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 /INSPECTION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] RRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: INSPECTOR ~~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. ~_~~ [ ]/~JNDATI~ [ ]INSULATION [,/] FRAMING/~PPING~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION l ST [L/]~OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [/]/FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA~.~ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ 1 FIRE RESISTANT PENETRA~ON ~..~LECTRICAL (ROUGH) [ ] (FINAL) ELECTRICAL REMARKS: DATE INSPECTOR~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE RESISTANT cONSTRUCTION ~ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ ~/?/~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING/STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION ~FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) []ELECTRICAL (FINAL) REMARKS: /~---~h.~~' DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. ~INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING/STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] ELECTRICAL (ROUGH) REMARK:~ ~~ ~ DATE ~ -/~-~/~-- INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~LATION [ ] FRAMING/STRAPPING [~INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION ~FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 7~''- ~ ~//~''' INSPECTOR ___~ f -~~"~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) DATE INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined ,20 Approved ,20 __ Mail to: Disapproved a/c Phone: Expiration ,20 BUILDING PERM1T APPLICATION CHECKLIST Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Contact: Building Inspector ~'~/ ~]lJ~-9 ~0"__~LICATIONFORBUILDINGPERMDit~ JUNE7 .,2011 ~ I INSTRUCTIONS sets of~e/yfll d' lq ~3~ $0 ,, ~,, ~,,,,,,,,,,,,~.~ -- - >k_~ l:lot p,an to scale. F~ e aCCO~ dil,,eg, i~n ?ht~y~pz~writer or in ink and submitted to the Building Inspector with3 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 Bull ding 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. EN-CONSULTANTS, INC. (Signature of applicant or name, if a corporation) 1319 NORTH SEA ROAD, SOUTHAMPTON, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AGENT Name of owner of premises MICHAEL PHILLIPS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer ROY L. HAJE, PRESIDENT (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1000 SOUND DRIVE GREENPORT House Number Street Hamlet County Tax Map No. 1000 Section 33 Block 4 Subdivision EASTERN SHORES AT GREENPORT (Name) Filed Map No.4021 Lot 3 Lot 19 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential,.,single-family dwelling, swimming pool & appurtenances b. Intended use and occupancy Residehtial, two-story, single-family dwelling, garage, swimming pool & appurtenances 3. Nature of work (check which applicable): New Building x Repair Removal Demolition x 4. Estimated Cost Fee 5. If dwelling, number of dwelling units 1 If garage, number of cars Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 74.8' Rear 74.8' Height 16.5' Number of Stories 1 Depth 36.1' Dimensions of same structure with alterations or additions: Front N/A Depth. Height. Number of Stories 8. Dimensions of entire new construction: Front 56 ' Rear 56' Height Number of Stories 2 9. Size of lot: Front. Rear .Depth 50' 100' (Sound Dr.) Rear 101.25' (L.I. Sound) .Depth 382' w/s; 376' e/s 10. DateofPurchase 4/30/10 Name of Former Owner Christine Anderson & Tembani Xaba 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES__ NO X Will excess fill be removed from premises? YES X NO__ 7 Shady Meadows Lane 14. Nmx~ofOwrerofpren/sesMichaelPhillips AttdressSyosset, NY 11791 PholleNo. 516-526-8240 Name of Architect Address llrre Nb Name of Contractor Address Phone Nb. 15 a. Is this property within 100 feet of a tidal wetland or a fi'eshwater wetland? *YES X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Isthispropertywithin300feetofatidalwetland?*YES X NO * IF YES. D.E.C. PERMITS MAY BE REQUIRED. NO 16. Provide survey, to male, 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. NOX STATE OF b~VY~ SS. COUNTY OF SUFFOLK) ROBERT E. HERRMANN being duly swum, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the AGENT (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 7T~ ~_~day of JUNE 2011 Kit4 H. STEPHENS HOD, RY PUBLIC ST,~TE OF N';W YQRK COM~41SSION NO. 5015931 UUALIFIED IN SUFFOLK COUNTY £XPIRE$ AUOIJST 2, 20/././././././././.~2 f Applicant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the tbllowing, belbre applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N Y SDEC Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Building Inspector Phone: APPLICATION FOR BUILDING PERMIT Date 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 buddings 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 Pemfit 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 tbr 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 ma) 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 fbr 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 lan,s, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary, inspections. (Signature of applicant or nalne~ iF~corporation) ~(M~ltling a~'-dre ss of applicant) State whether applicant is owner, lessee, agent, architecL engineer, general contractor Name of owner of premises ~ C ~'*-..--~.~ (As on the tax roll or lmest deed) If applicant is a co~oration, signature oPd~ authori~d officer (Nme and title of corporate officer) Builders License No. q g~[-- ~ Plumbers License No. ~OD ~ ~ ~ ~ Electricians License No. '~q~ - ~ ~ Other Trade's License No. electrician, plumber or builder 1. Location of land on which proposel;l work will be done: House Number Street Hamlet County Tax Map No. 1000 Section '~-~ Block L~ Lot Subdivision ~-.~'%W-'4't'~ '~'~-"~- Filed Map No. L~re, h~ Lot lq 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:, a. Existing use and occupancy .~.~Lg?'i ~k-~x~t~o~.,k- ~;~\~-~ ~--x,~--:~l' ~[O-*--~, ~ b. Intended use and occupancy ~~ ~q~ ~,~ ~5~ 3. Nature of work (check which applicable): New Building ~ Addition Alteration Repair Removal Demolition ~ Other Work ~ q (Description) 4. Estimated Cost ~o~ Fee 5. If dwelling, number of dwelling ~its If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor 6. If buslness, commercial or mixed occupancy, specii~ nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front"~ ~ Rear '~('~. C~ .Depth Height ~.(~, t.~ Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth .Height '--~'~ Number of Stories 8. Dimensions ofentire new construction: Front ~"(,~' Rear ~-(..~ _Depth Height "~ Number of Stories ~ t 9. Size oflot: Front ~OO' Rear ~,O~-.0~1 Depth 'S~'~ IO1'~, 10. Date ofPurchase IL~/9xO/I(2 Name ofFormer Owner ~-4;%Xkt~- ~t~, ~'~} 11. Zone or use district in which premises are situated t~ - k.~C) 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 o f premises ~lq'~.~ l~,~;~ A ddress~l ~'~5,~' IO'~ Name of Architect Address Phone No Name ofContractor~ ~~ Address ~* 15 a. Is this property within 100 IEet ora tidal wetl~d or a freshwater wetl~d? *YES '~ NO * IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PERMIT~ ~Y BE REQUIRED. b. Is this prope~ within 300 Iket ora tidal wetland? * YES~ NO * IF YES. D.E.C. PERMI FS MAY BE REQUIRED. 16. Provide survey, to scale, edth accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO '~ · IF YES. PROVIDE A COPY. MARY E. ZOUMA8 STATE OF NEW YORK) No~t Public, State of New yO~ SS: No. 01Z060459~. COUNTY OF ) Qualified in Suffolk Couffqt Commission Expires Aug. 7, ~4 '~ ~('"~[~ ~'~ ~ ~'X~"~'~ _ being duly sworn, deposes m~d says that (s)he is the applicant (Name of individual signing contract) above named, (S)Ite is the ~ ~x~[4~ ~'~-C'~ ~ ~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to pertbnn or have performed the said work amd to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith Sworn to yfore me this · ] i ~'- day of //V BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7646 DATE: SEPTEMBER 21~ 2011 ISSUED TO: MICHAEL PHILLIPS PROPERTY ADDRESS: 1000 SOUND DRIVE~ GREENPORT SCTM# 33-4-3 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of thc Board of Trustees adopted at the meeting held on September 21, 2011, and in consideration of application fee in the sum of $250.00 paid by Michael Phillips 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 demolish and remove the existing single-family dwelling, swimming pool and appurtenances, and construct farther from the bluff a new two- story, single-family dwelling and swimming pool, each with a smaller footprint; install a drainage system of leaders, gutters, and drywells; establish and maintain in place of existing lawn along the top of bluff a non-turf buffer to be planted with native vegetation up to the Coastal Erosion Hazard Area line; remove existing sanitary system and install an upgraded sanitary system located entirely landward of the 100' setback; and install a new driveway beyond Chapter 275 jurisdiction; and as depicted on the survey prepared by Lisa McQuilkin Land Surveyin~ last dated March 29, 2011, and stamped approved on October 4, 2011. 1N 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. Jill M. Doherty - Absent TERMS AND CONDITIONS The Permittee Michael Phillips, residing at 1000 Sound Drive, Greenport, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. That there will be no unreasonable interference with navigation as a result of the work herein authorized. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. That the said Board will be notified by the Permittee of the completion of the work authorized. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Brederaeyer Michael J. Domino 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 February 22, 2012 Mr. Robert E. Herrmann Eh-Consultants 1319 North Sea Rd. Southampton, NY 11968 RE: MICHAEL PHILLIPS 1000 SOUND DR., GREENPORT SCTM#33-4-3 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., February 22, 2012: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit #7646 to relocate the proposed swimming pool 5' closer to the westerly property line, resulting in an approximately 6' increase in the bluff setback to the pool; and enlarge/reconfigure proposed on-grade masonry patio on east side of pool, as depicted on the site plan prepared by Elizabeth McQuilkin last dated January 23, 2012. This is not a determination from any other agency. Sincerely, Jam~. King, Presid~ Boafa of Trustees JFK:lms James F. King, President Bob Gho~io, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hail Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Teh BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE ,hone (631) 765-1892 JUL 1 ~ 2012 BLDG. DEPL TOWN OF SOUTHOLB # 0769C. Date July 12, 2012 THIS CERTIFIES that the demolition and reconstruction of a single-family dwelling, swimming pool and appurtenances; drainage system of leaders, gutters and drywells; non-turf buffer planted with native vegetation up to the CEHA line; removal of sanitary system and installation of new sanitary system entirely landward of 100' setback; and new driveway At 1000 Sound Dr., Greenport Suffolk County Tax Map #33-4-3 Conforms to the application for Trustees Permit heretofore filed in this office Dated 4/27/11 .pursuant to which Trustees Wetland Permit #7646 was issued on 9/21/1 land Amended on 2/22/12 and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for The demolition and reconstruction of a single-family dwelling, swimming pool and appurtenances; drainage system of leaders, gutters and drywells; non-turf buffer planted with native vegetation up to the CEHA line; removal of sanitary system and installation of new sanitary system entirely landward of 100' setback; and new driveway. The certificate is issued to MICHAEJ~ PHILLIPS owner of the Aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 · Fax: (631) 444-0360 Website: www.dec.n¥.qov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT April 7, 2011 Mr. Michael Phillips 7 Shady Meadows Lane Syosset, NY t1791 Re: Application #1-4738-01437/00003 1000 Sound Drive, Greenport SCTM#1000-33-4-3 Dear Mr. Phillips: Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the topographic crest of a bluff in excess of 10 feet in elevation as shown on the survey prepared by Elizabeth G. McQuilken last revised 3/7/11, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations 6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without' a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your projecL Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, CC; En-Consultants, Inc. BOH-TW file George W. Hammarth Permit Administrator TOWN OF SOUTHOLD NOTICE OF DISAPPROVAL DATE: June 16, 2011 TO: Robert Herrmann for Michael Phillips 1319 North Sea Road Southampton, NY 11968 Please take notice that your application dated June 9, 2011 For permit for demolition & construction of a new dwelling & accessory ISP at Location of property 1000 Sound Drive, Greenport, NY 11944 County Tax Map No. 1000 - Section 33 Block 4 Lot 3 Is returned herewith and disapproved on the following grounds: The construction is not permitted pursuant to Article XXII 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' fi~om the top of such bluffor bank." The site plan indicates the proposed dwelling at 82.32' & the accessory pool at 65' from the top of the bluff. Authorized Signature BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 ' Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 15, 2011 ZBA FILE: #6500 NAME OF APPLICANT: Michael Phillips SCTM# 1000-33-4-3 PROPERTY LOCATION: 1000 Sound Drive (adj. to Long Island Sound) Greenport, NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the prope~y under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 20, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated August 24, 2011, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP, provided the following best management practices are followed: Landscaped buffer landward of the top of bluff including the entire Coastal Erosion Hazard Area, relocate drywells to landward of the proposed residence. PROPERTY FACTS/DESCRIPTION: Subject property is improved with a single family dwelling and in-ground pool. It has 100.00 feet of frontage on Sound Drive, 382.00 feet along the west property line, 101.25 along Long Island Sound and 376.00 feet on the east property line as shown on the survey dated last revised March 29, 2011 prepared by Lisa McQuilkin, LS. BASIS OF APPLICATION: Request for Variances from Art. XXII Section 280-116A(1) and the Building Inspector's June 16, 2011 Notice of Disapproval based on an application for building permit to demolish and construct a new dwelling and accessory In Ground swimming pool, at; 1) le~ss than 100 foot setback from to._p of bluff for the dwelling and accessory swimming pool. RELIEF REQUESTED: The applicant proposes to demolish the existing dwelling and pool and construct a new ~ stor2/dwellir~g at 82.32 feet with an in.~ound swimming pool at 65 feet from the to__.~._~he bluff where the code r,equires~s 100 feet. The requested bluff setback for the proposed dwelling and in-ground pool are greater than what pre-exists. t Pa~e 2 of 3 - September 15, 2011 ~ ZBA.File#6500 - Phillips CTM: 1000-33-4-3 ADDITIONAL INFORMATION: The Board requested information from Suffolk County Soil and Water. In a letter dated August 12, 2011, they stated the bluff is stable, the soil is well drained and they do not anticipate any adverse impacts on the stability and integrity of the bluff or other natural resources. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 1,2011, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Adjoining properties have structures set closer to the bluff than this proposal. Several dwellings in this neighborhood have in-ground swimming pools in the rear yard with non-conforming setbacks. 2. Town Law §267-bO)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. However, the proposed location of the new dwelling and in- ground swimming pool are being setback further than the existing structures. The front yard of the property is landscaped and due to the proposed location of the septic system and drywell, the proposed location is more feasible for the applicant to pursue. 3. Town Law §267-b(3)(b)(3). The variances granted herein for the proposed dwelling and proposed in-ground swimming pool are mathematically substantial requiring an 18% and 35% relaxation from the code, respectively. However the proposed setbacks are greater than what presently exists and would bring the proposed structures into more conformity with the code. 4. Town Law §267-b(3}(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed structures will result in a net decrease in lot coverage of approximately 3% and the required storm-water management will be followed. 5. Town Law §267-b(3)(b}(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling and in-ground swimming pool 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 Schneider, seconded by Member Weisman (Chairperson), and duly carried, to ~the varianc~ and shown on the survey dated last revised March 29, 2011 prepared by Lisa '"~l-6c~in, LSat. ' · Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance 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. Pgge 3 of 3 - September 15, 2011 ZBA File#6500 - Phillips , 'CTM: 1000-33-4-3 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconfomfity. Vote of the Board: Ayes: Members Weisman (Chairperson), Horning, Schneider, Goehringer. (Absent was: Member Dinizio) This Resolution was duly adopted (4-0). Leslie Kanes Weisman, Chairperson Approved for filing /~J0 /2011 Town of Southold Erosion, Sedimen~'aidnn & Stoma-Water Run-off ASSESSMENT FORM FROP~IITYLOCATION: $.GT.M.#: THE FOLLOWING ACTIONS MAY REOUIRE THE SUSMISSION OF A 1000 33 4 3 STORM-WATER, GRADING, DRAINAGE AMP EROSION CONTROL PLAN ~ '"~n B~ock Lot ~ ~AD~I O ~ ~ SCOPE OF WO~ - PROPOSED CONS~U~ON ~ ~ / WO~ ~S~ a. What ~ ~e To~l A~a of ~e Pro,ct Parcel? ~ W~ ~ ~t ~ A~ S~.Wat~ R~f (~dude To~l ~a of a Parce~ l~ted ~in 37,285 S.F. Generat~ ~, ~o (2") ~ch R~fa~ on Site? ~e &ope of work for ~opo~d ~m~cfion) ~ i~m ~ ~lude an ~crea~d ~ ~ b, What is the To~l Area of ~nd Clear~g dea~g and/or com~c~on a~fi~ as we~ ~ a~ and/or Ground ~r~ce ~r ~e prop~d Si~ improv~en~ and ~e pemanent crea~on of 2 v~ m~ site ~an and/~ S~e~ Show All pROVIDE BRIEF PROJECT DESCRIPTION (P~ovl~ A~diiioaal Pag~ ~ Ne~)) ~a~ge ~uc~ ~dlCa~ ~e & Loca~ont Ires item s~ include all proposed Grade ~anges ~d Demolish ~d remove existing single-f~ily dwell~g, Slo~s Con~ol~ng 5ur~ce Water Flow, swimming ~ol, ~d app~en~ces, md cons~ f~er ~om ~ Do~ ~e Site Plan and/or $u~ey de~be ~e erosion fie bluff a new ~o-sto~, s~$le-~ily dwell~ ~d swimmin~ and seament coneol prac~c~ ~at w~l ~ asea to ?ool, ~ch wi~ a smaller f~fint; ins~l a ~i~e syst~ of consol site erosion and storm water discharger. l~m m~t ~ ~inmin~ ~u~ut ~e En~re [~de~, gu~e~, ~d ~ells; es~blish in place ofexis~ng [a~ Com~c~on Period. along ~e top of bluff a 15-f~t wide, ~prox~atel~ 1,500 · 4 W~ ~s ~oj~ R~u~ any L~d Fi~in~ Grading or Squ~.foot non~ buffer to be pl~ted wi~ native ve~atlOn; ~xcava~on ~here ~ere is a cha~e to ~e N'~ra~ remove exisfin~ s~i~ system ~d ~stall m up~ded s~i~ ~ Grade ~vol~g more ~an 200 Cubic system l~at~ ~6rely ~dw~d of ~e 10~f~t bluff s~tb~k of ~1 ~ any beyond Chapter 275 ~uris~ction, all m depicted on ~e sit~ pl~ ' Encompassing an A~a in Excess ot Fxve lno~a p~p~ed by Li~ McQuilkin L~d S~oymg, 1~ &~d M~ch (5,000 S.F.) ~uare Feet of Ground Surface? 15, 2011. 6 ~ ~ere a Na~aI Water Cou~ Ruing ~ough ~e STATE OF NEW 'fORK, S~FOLK AGE~ FOR O~R ................................................................................. And that he/she is the ............................... ~-~ ~, ~ FORM - 06/10 HOTARY PUBLIC ~TATE OF NEW YQRK COHRI$SION.NO. 5015931 OUALIFIEO iN SUFFOLK CoUnTY E×PIRE5 AUGUSI 2. Town of Southold Town Hall Annex 54375 Main Road P.O. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roqer, richertL~town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION RE(~UESTED BY: COMPANY NAME: NAME: LZCENSE NUMBER ADDRESS PHONE # DATE: 3ANUARY 27f 2012 DOUBLE-POLE ELECTRZC TNC STEVE NEGR! 3913-ME P.O. BOX 130 361-6440 NESCONSET NY 11767 CELL # 672-0241 3OBSZTE ZNFORMATZON NAME: INS CONTRACTTNG, LLC ADDRESS: 1000 PHTLLZPS DRZVE CROSS STREET: GREENPORT NY 11944 PHONE NUMBER: OFFZCE # 929-5500 PERMZT NUMBER: 36821 TAX MAP DZSTRZCT: Section: Block: Lot: BRZEF DESCRZPTZON OF WORK: NEW CONSTRUCTZON ~ 2500 S(~FT job ready for inspection: T WTLL CALL FOR ROUGH TNSPECTTON Do you need a Temp Certificate: PLEASE FAX TEMP ~ 361-6442 TEMP TNFORMATTON (if needed) Service Size 200 AMP New Service YES Additional Tnformation / SERVTCE TS OVERHEAD TO BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: I I.-{o-I I Date Reviewed: It" J~- I I Architec~zr: ~/'t~ ~~, . . Estimated Cost: ,, 7 8CTM~.IO00- ~-- W- ~ Subdivision: ~ Zone: ~-~ Conforming? .~ Building Permits (Open/Expired): BP r cZ / C/0 Z- "--- ., Info: ~ BP -Z / C/0 Z- , Info: BP__ -Z / C/0 Z- , Info: BP -Z / C/0 Z- , Info: BP __-Z / C/0 Z- , Info: Single & Separate Search Required? Y or~5~Determination: ~ ,$ToRt~xq&:/W=& RttN.a,~ REQ. Lot Size: eve ACT. Lot Size: ~'-3~ 05-~, ~0- (-5~-~3) REQ. Lot Coy. ~ o ~ ACT: Lot Coy. ~o~- R.EQ. Front.__~ A~CT. Front REQ Side /~-' .ACT. Side.' ~-o REQ. Rear _go PROP. Rear R~Q. Height. 3~' ACT. Height .~o / RE~. So'tH $1~$ ~--~ A CT t-{B',-~ " Suffolk Cou.~ Health~or N- If yes, *Bed~: 6 *Date:/o/aa It *Permitg: gtO - t]-0o ~7 Town Septic~ - If Ho, certificatiou required: Y or N Received: Y or N By: ~S DEC: e~cg~ms Y o~- Date: ~/7//~ ~ ~: 1-~73g-OIq37-O~-°~3OfLettO Notes: SoutholdTrustees:OorN-Date: q/~//{ Permit~: ~ or NJ Letter - Notes: Southold ZBA:~rN- Date: ~/1%/ // Permit~: ~5oo -Notes: ~ ~ Southold Planning: Y o~ Date: : / /~ Permit ~: - Notes: Town Landmark C of A: Y o~TE: / / *~S CODE ~ompliance ~age 2): Y or N Fee Structure: Foundation: II 65t SF First Floor: ~ ~ ~ q SF Second Floor: } ~--,5'~ SF (_Other:])l,n, oO-Ot2o~ ~,gc~ SO Total: ~L ~ g~L SF Calculation: 5o, oO C OF o FEr:~ ~ AS BUILT FEE + Initial Fee: $ ~-- O o, o o + Additional Fee ( ): $ +InitialFee:$ ~ 0 0,o0 + Additional Fee ( ): $ 0 TOT : s 3 Ig3,3o NEW YORK STATE CODE COMPLIANCE CHECI(LIST CLIMATIC/GEOGRAPHIC DESIGN CRiTERIA: · Ground Snow Load: ~0 , Weathering: Severe -Frost Depth: 36" Design Temp: 11 ' Ice Shield Underlay: YES . USE/OCCUPANCY CLASSIFICATION: HEIGI:tT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERL~: ENGINEERED/PRESCRIt'TIVE FULL FP, LAM~G DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: ¥/N CEILING JOISTS: Y/lq FLOOR JOISTS: ¥/N LU1M[BER SPECIES AND G1L4.DE: Y/N Wind Speed: 120MPH Seismic Design Category: B Termite: M-H Decay: Flood Hazards: GIILD ERS: Y/N ROOF F, AI?TERS: Y/Iq WD,IDOW Ad'4D DOOR SCHEDULE: ,MISSLE TEST RigQUIREMENTS:~N EGRESS 5.7 S.F.: YIN LIGHT 8%: Y/N 1rENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLLFMBYNG RISER DIAGP,~dV[~ LOCATION OF FIILE PROTECTION EQUI]PMENT: YFN TRuss DESIGN: Y/N CERTYFICATION: Y/N TOTAL COMPLIENCE? Y/N (~TU~ TO PAGE ONE) EN-CONSULTANTS, INC. 1319 North Sea Road Southampton, New York 11968 631-283-6360 Fax: 631-283-6136 www. enconsultants.com ENVIRONMENTAL CONSULTING June 7, 2011 REQUEST FOR LETTER OF DENIAL Patricia Conklin, Plans Examiner Town of Southold Building Department Town Hall, 53095 Main Road Southold, New York 11971 Michael Phillips 1000 Sound Drive, Greenport SCTM # 1000-33-4-3 Dear Ms. Conklin: In regard to the above referenced property, enclosed are the following for your review: 2. 3. 4. One (1) Building Permit Application. Authorization. One (1) survey. Application fee of $50. I trust this information shall allow you to process our permit request. Should any additional information be required, please do not hesitate to contact our office. Silly, Robe~ E~ Herrmann ~ Coastal Management Specialist /khs Enc. Novcmbm-17,2011 Double Pole Electric PO Box 130 Neac~ns~ NY 11967 Re:Domolltion 1000 $otmd Dr., Ca~nport, ~ T101294466 Electric, T1012945t0 Gas , ' Dem' 8i~: · This t* to advl~e you that flae LIPA clcclric facililim above reference.location have be. on h accordano~ with the New York ~ C~meral Business. Law- ~ 818, Imtustrisl Code Rules 53, pl~mse inform the demolition conlractor to ~oti~,: EiPA'TELCO, Ulility Consol Center at 1-800-272.~480, 48 hours prior to ~llg w0rlt :~ req~ amark out of the utility services i~t th~ ~ If you have any questions regarding thc above, pleas~ co .nt~ ~. Order Fulfillment at 631-548-7042. Vo3t truly yom, ManaS0t Customer Order Fulfillm~nt TOTRL P.O1 /gO Bg~d 9NIID~INO3 SN£ lOSS-6ES-TE9 ~£:~ llOg/lI/lI Town Hall Annex 54375 Main Road P.O. Box I 179 Southold. NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD July 3, 2012 Michael Phillips 7 Shady Meadow Lane Syosset, NY 11791 Re: 1000 Sound Dr., Greenport TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) v// Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) ~/'~Trustees Certificate of Compliance. (Town Trustees # 765-1892) __ Final Planning Board Approval. (Planning # 765-19:18) __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 36821 - Demo and New Single Family Residence LOT AREA = 57,285 SQ. FT. tO~C o / 22 CERTIFIED ONLY TO: JAN 11 2012 ~[DG DEPT. TO!~N OF SOU?HOLD FILE No. EASTERN SHORES AT JO8 No.11-254 GREENPORT SURVEYED FOR LOT NUMBER !9 MAP OF EASTERN SHORES AT OREENPORT SITUATED AT OREENPORT TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. SCALE 1" = 50' DATE 12-27-2011 FILED MAP No. 4021 DATE 4-27-1964 TAX MAP No. (REF ONLY) 1000-33-4-3 DISK 201 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 6,31-929-4695 LOT AREA = 37,285 SQ. Fr. o / CERTIFIED ONLY TO: HAROLD F. TRANCHON JR. PENN. LIC. No. 2115-E NOTE: CESSPOOL. SEPTIC TANK & WATER SERVICE LOCATIONS BY OTHERS. 5-14--2012 FINN_ SURVE~ FILE No. EASTERN SHORES AT JOB No.11-254 GREENPORT SuRVE~ FOR LOT NUMBER 19 MAP OF' E.~-'TERN SHORES AT GREENPORT SITUATED AT GREENPORT TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. SCALE 1" = 50' DATE 12-27-2011 FILED MAP No. 4021 DATE 4-27-1964 TAX MAP NO. (REF ONLY) 1000-53-4.-5 DISK 201 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 651-929-4695 AREA = .37.285 SQ; FT. A; '"~Vo o 0 ,~ / [i NOTE: CESSPOOL, SEPTIC TANK & WATER ~ 85',~~ J ~'c SERVICE LOCATIONS BY OTHERS. CERTIFIED ONLY TO: HAROLD F. TRANCHON JR. PENN. LIC. No. 2115-E JOB No.11-254 SURVEYED FOR LOT NUMBER 19 MAP OF EASTERN SHORES AT GREENPORT SITUATED AT GREENPORT TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. SCALE 1" = 50' DATE 12-27-2011 FILED MAP No. 4021 DATE 4-27-1964 FILE No.*'E~STERN SHORES AT GR'EENPORT TAX MAP No. (REF ONLY) 1000-33-4--3 DISK 2011 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 !866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 631-929-4695 REScheck Software Version 4.4.2 Compliance Certificate Energy Code: 2010 New York Energy Consewation Construction Code Locet~on: Suffolk County, New York Constn~cfion Type: Single Family Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: MJc~lael Phallps Gmenport, NY Compliance: 26.6% Better Than Cede Maximum UA: 503 Your UA: 369 DesignedConlractor: ~h C, or~oy Axchitects, PC CeiJing 1: Cathodral Ceiling Wall 1: Wood Frame, 16' o.e. Window 1: Vlnyt Frame:Doubts Pane Flo~' 1: Al,t-Wood Jeist/Tmsu:Ove~ Unconditfxxted Spa~e 1967 30.0 0.0 67 3111 19.0 0,0 171 269 0.300 81 1509 30.0 0.0 50 Compliance Statement: The proposed building design desc~hed here is consistent with the building plans, specifications, and other celcu~ations submitted with the permit applioatinn. The proposed building has been d~gned to meet the 2010 New York Ene~ly Conservation Construction Code requirements in REScheck Version 4.4.2 and to comply~h It~i~ndato~y requirements listed in the REScheck Inspection Checklist. Project Title: Report date: 11/03/11 Data fllename: UntJt~d.rck Page 1 of t 44 '50 "/W i / / / ZSO00' 382 ' M~OO~,~ O~OSClENCr ' ~ON~ O~CEMBgR Z, 20~0 ~- ~ .... . -. . ~ ~,~~ u ~ l.c PooL: ~ ,,~ ~1 ,o~ ~ .~' ~¢~o. oo · ~~,~, ~o~ ,,~ ~(,~'T ,';, , ~ i~ ' ~mpl~fo~WWM-~t -~_._ 1_ ~.. ~ / . Inspection ,--' FI ,,~,' ~'~ ' ~''''rl I '" ~ By Heal~ Dapa ~ ~ '/ , ~, , APP~OVBD ~ ~* '' . I ~ ', ~ ~ --: ,r I' ~ ~PIRES THREE YEARS FROM DATE OF AP P~yp~ - ,,.. .'. ' "- · ~1~ SOUND f~ . . (rxtsrt~c ~ovs~ ~NCVU~r~S sr~r orr or ~x~c'r con~r~x LEACHINC BASIN ' ~"' P~Rr[ C INYOR~ATIO~: ~ t ~ ~ ~ ' , . ~w~ ~s ~ ~r, ~.r.n. + u~o su~v~ns~ + ~ASTERN SHORES ~' ';~4~¢U~ ~ ~.~ ~ : 274 EAST MMN STREET FIND: ~RIL 27, 1964 - No: 402t ;~rt-~ ~ort.~re ,t, zo,o AT GREENPORT ~ ~'~-~,I~ ~ M ~J~ ;~N~ ~, ~ANUARY tS. ZOII ~~j EAST IS~P, NY. ti730 AT C~ENPORT, TO~N OF SO~HO~, ": ~ . ~ ~S+M~: ~CH t, 20tt~ TEL: 631-277-3605 SUFFOLK COUNt, N,, YO~ ~l~ '~.~ ~ 7, 2Oft FAX: ~3t-27Y-39~ ~TM: t000-033.00-04,00-003.000 Q020-IO lO00 SOUND DRIVE, CREENPORT O}~LLIN¢ LOT ('OVE/L4GE (AL(tLAIIO.¥.~ , LO£ AR~A (TO CEHA LINE)' SANITARY k4C4NT EXISTINC I C. POOL PROPOSED 2 STORY RESIDENCE EXISTING ~ STOR) FRAME RESIDENCE t OD ft. VACANT LEACHING BASIN (ITFM IOO-TYPk' t) . (NOT TO SCALE) toofl D~/ELLINI; ItOUSE LINE EXTENDED AND (2) ~TH AT THE POOL CORNERS. fl.4 )~' BALE LEGEND: OWNER: f'ROPERTY INFORMATION: DRAWING INFORMATION: FF . FIRST FLOOR MICHAEL PHIl. LIP- OEIIiINAL A~EA. 37,285 49 Wq.rt NC'A~ :, 30' LISA MoQUILKIN DW - DRIWELL ~D~LOf~3ET:MA~ 25,2011 SL'RYEY OF LOT 19, AS SltOItN ON MAP EASTERN SHORES AT GREENPORT FILED: APRIL 27, ~964 - No: 40£! AT OREENPORT, TOgN OF SOUTItOLD, SUFFOLK COUNIT, Nl~l YORK SCTM: 1000-033 00-04,00-003.000 o ,ooo ,,'O.NB DR.'E, GREE .OBT QO£O-- I ,;,PPROVED BY : ,.'ARD OF TRLJ$¥F.U~ ', OWN OF SOUTHOLD ;~ FFqA ZOnE ~ I'3AF YOTEX. IIA} _BALE DEZ41I, LE(,E3D. O~iNER: f'ROPERI') IW, ORqATI03,. DRAffI¥C INFORMATION. ~ FF . FIR,'T FlOoR ~I('HAFI I'HIIitF' ORhHNM 4R~4 tL285 l,i ~qkt. x'C4LE l'~'w' ~~ LISA McQL"II,~IN EANTERN StlORb,',~' AT CREENPORT t14}' BILE ,'~roTw~' I.I:'IUftl),'U 114S1~ ID~j ~ONC,~ETE OETAIL AE~OX/E~ ALI FOUNOATI ON OP~=NI ""//~," DIA. ~ DETAIL #~ ON t;~"rAIL ~ All E,A~,EMENT .J DE~'CR:I~TION DATE ~:~t~lAII #~, ON ~ETAII All J LI *'-e" DIA. AN~t-IO~ b GENERAL NOTES: THE ARCHITECT WILL NOT HAVE CONTROL OR CHARGE OF AND WIll NOT SE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROGRAMS IN CONNECTION WITH THE WORK. 1. THE CONTRACTOR SHALL GIVE ALL NOTICES & COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS & LAWPJJL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK & SHALL PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWINGS S SPECIFICATIONS ARE AT VARIANCE THEREWITH. 2. OWNER AND COflTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ARCHITECT & THEIR AGENTS S EMPLOYEES FROM ALL CLAIMS, DAMAGES, LOSSES & EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH Ct. NM, DAMAGE, LOSS, OR EXPENSE: (t) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH OR TO iNJURY TO OR DESTRUCTION OF TANGIBLE pROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING THERE FROM AND (2) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY 8UBOONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE AGTS ANY OF THEM MAY BE UNABLE, REGARDLESS WHETHER OR NOT iT IS CAUSED IN PART BY ANY PARTY INDEMNIFIED HERE UNDER. $. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. 4. ALL CODES & REGULATIONS OF N.Y.S. RESIDENTIAL BUILDING CODE SHALL GOVERN OVER ALL CONSTRUCTION S INSTALLATION. 5. ALL CONCRETE TO HAVE A MIN, STRENGTH OF 3000 PSI AT 2E DAYS EXCEPT EXPOSED SLABS, GARAGE SLABS AND STEPS TO BE 3500 PS[ MIN. ALL CONCRETE TO BE 5 TO 7% AIR-ENTRAINED. 6. FLOOR CEILING, ROOF JOISTS, HEADERS & WALL STUDS TO BE DOUG. RR ir2 OR SETTER WITH A MINIMUM ~0'~25 PSi 7, ALL FOOTINGS TO SEAR ON VIRGIN SOiL WITH ASSUMED SEARING CAPACITY OF t TON* IF FIELD VERIFIED SOIL CONDITIONS VARY, CONTRACTOR IS TO NOTIFY ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH ANY MORE WORK. 8. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF NATIONAL ELECTRiCAL CODES AND SHALL SE INSTALLED BY A UCENSED & INSURED ELECTRICIAN. 9. ALL PLUMBING WORK SHALL COMPLY WITH N.Y.S. RESIDENTIAL BUILDING CODES AND SHALL BE INSTJ41 ;D BY A LICENSED & INSURED PLUMBER. 10. KITCHENS S BATHS TO HAVE EXHAUST FANS AS PER N Y.S. BUILDING CODES. 11. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOiST. ETC. CAVITIES TO BE INSULATED. 12. PROVIDE PROGRAMMABLE CLOCK TYPE DAY/NiGHT THERMOSTAT. 13. EXTERIOR DOORS AND W1NDOWS TO BE INSULATED GLASS ANy DOOR OR WINDOW WITH GLASS LESS THAN 18" ABOVE FLOOR, THE GLASS iS TO SE TEMPERED. 14. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS & ONE ON EACH FLOOR LEVEL iNCLUDING BASEMENT INTERCONNECTED THROUGHOUT BUILDING. 15. WHERE HEADERS ARE NOT SPECIFICALLY C.~LLE D OUT ON PLANS, PROVIDE HEADERS OVER ALL WINDOW, DOOR, ARCHWAY ETC. OPENINGS AS PER THE HEADER SCHEDULE. 15. ALL HEADERS $' OR LARGER MUST HAVE DOUSLE SUPPORT STUDS. 17. ALL LUMBER & pLYWOOD MUST BE GRADE STAMPED. 1E, OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF WIN DCWVS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES, SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY S SHALL HAVE A MINIMUM AREA 06 5.7 SO. FT. WITH A MINIMUM HEIGHT OF 24" & A MIN. WIDTH OF 20" WITH BOTTOM CF OPENINGS NO HIGHER THAN 44' ABOVE FINISHED FLOOR IN ALL ABOVE GRADE STORIES. ( FIRST FLOOR WINDOWS OPENING ONTO GRADE COULD BE E.0 SO. FT. MIN.) ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. 19. ARCHITECT IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS NOTED OTHERWISE. 20. SOLID SLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, BEAMS, OR OTHER MEMBERS BELOW. 21. LAMINATED LUMBER TO BE O~ORGIA PACIFIC G'P LAM LVL t.8E SERIES ( OR EQUAL UNLESS OTHERWISE NOTED), LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS - NO SPLICING PERMITTED. LAMINATED LUMBER iS NOT TO COME INTO CONTACT WITH CONCRETE. IN EASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC pROTECTION ALL AROUND BEAM POCKETS. MULT[PLE MEMBER BEC. MS TO BE FASTENED TOGETHER AS PER MANUFACTURERS SPECIFIDATION~ 22. ALL STEEL TO BE ASTM*A36 AND TO BEAR ON STEEL COLUMNS AS INDICATED ON pLANS. 23. STEEL FLITCH PLATES TO BE ASTM-A36 AND TO BEAR ON WOOD PesTS AS INDICATED ON PLANS. FUTCH PLATES ARE TO BE BOLTED AS PER FLiTCH PLATE BOLTING SCHEDULE PROVIDED ON PLANS WHERE APPLICABLE, 24, ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER MEMBERS ARE TO BE INSTALLED WITH METAL JOIST HANGERS. 25. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. 2E. HOMEOWNER AND/OR CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION. ARCHITECT IS NOT RESPONSIBLE FOR CERTIFYING ANY PART OF THE CONSTRUCTioN FOR WHICH HE DiD NOT VISUALLY INSPECT DURING CONSTRUCTION. 27. ANY PILES MUST BE CERTIFIED FOR BEARING CAPACITY BY OTHERS 2S. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE EARS ETUDE~ UNLESS NOTED OTHERWISE. 29. ALL PREFABRrCATED TRUSSES TO BE ENGINEERED BY OTHERS. OWNER OR CONTRACTOR TO PROVIDE ENQINEERINC AND DESIGN CALCULATIONS, SUCH CALCULATIONS SHALL BEAR THE SEAL AND 51GNATURE OF A LICENSED PROFESSIONAL ENGINEER. 30. CONTRACTOR SHALL FAMILIARIE~ HIMSELF WITR THE PROJECT AND CONSULT WiTH THE ARCHITECT WiTH ANY DISCREPANCIES PRIOR TO STARTING ANY WORK. 31. DO NOT SCALE DRAWINGS. 32. iNTERiOR FINISHES TO SE SELECTED BY OWNER. 33. FRAMER iS TO ENSURE THAT ALL FLOOR ME MBERS DO NOT FALL DIRECTLY BENEATH pLUMBING DROPS. 34. ALL EXTERIOR WiNDOWS & DOORS TO MEET A MINIMUM DESIGN PRESSURE AS NOTED ON ELEVATIONS. 35. IT IS THE RESPONSISILiTY OF THE BUILDER TO SUBMIT ANY AND AU. AMENDED DRAWINGS TOTHE APPROPRIATE TOWN BUILDING DEPARTMENTS. ~. ALL METAL HANGERS, CLIPS, NAIL~, BOLTS SCREW~, ETC. IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED AS PER ABTM SPECIFICATIONS TO RESIST CORROSION FROM PRESSURE TREATED LUMBER. SQUARE FOOTAGES: FIRST FLOOR LIVING SPACE. 15{)9 S.F SECONB FLOOR UV1NG SPACE 1104 S F. TOTAL LIVING SPACE. GARAGE: 523 S.F FRONT COVERED PORCH' t28 S.F REAR COVERED & OPEN BALCONIES; 296 S.F. SECOND FLOOR BALCONIES: 153 S.F. SECTION R301 DESIGN CRITERIA R301.2.1.2 Internal pressure. Wlrdows in buildings located in wind-borne debds regions shall have glazed openings pretec~ed from wind-bome debds or the building shell be des!gned as a partially enclosed building in acco'clanca with the Buildin.cl Code of New York. Stats. Glazed opening protection for win J-borne debris shall meet the requirements of the Large Missile Test of ASTM · 1996 of ASTM E 1886 reference therein. Exception: Wood structural panelewith a minimum thickness of 7/16 i~ch (11.1 mm) and a maximum span of 8 feet (24~: 8 mm) shall be permitted for opening protection in one- and two-story buildings. Psnels shall be precut to cover the glazed openings with attachment hardware provided. Attachments shall be provided in accordance with Table R301.2.1.2 or shall be designed to resist the components and claddh,q loads determined in accordance with the provisions of the Building Code of New Yoh ,C'tats. TABLE R301.2.1.2 PAGE 27 New York State Building Code WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING 4 foot 6 foot FASTENER Panel span < panel span< panel span TYPE <_ 4 foot _< 6 foot ~ 8 foot 4 1/2" ~6 wood SCl. wa 16" 12" 9" 41/2" 16" 16" 12" Wood screws For SI: 1 inch [] 25.4 mm, 1 foot = 304.8 mm, 1 pound = 0.454 kg, 1 mile par houl=1.609 krn/,~. a. This table is based on 130 mp ~ wind speeds and a 33-foot foot mean roof height. b. Fsstsnere shall be installed at opposing ends of the wood structural panel. o, Nails shall be 10d common or 12d box nails. d. Where screws are attached to masonry or masonry/stucco, they shall be attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. ALLOWABLE LOADS AND DEFLECTIONS FOR STRUCTURAL MEMBERS STRUCTURAL LIVE ] DEAD ALLOWABLE MEMBERS LOADS LOADS DEFLECTION ~iiNOT R~:~EED NGUNTILSURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE (B)~ X 4-1/2" SCREWS EACH END r, II ,, ,I ~ ,I u ,, NOT EXCEED A 4* X I' DIMENSION ELECTRICAL SEAM. INSPECTION REQUIRED MEMBER UNDER PL'~ PANEL PLUMBING FASTEN EACH END o~ 2~ w~H ALL~ WJ~'[~ (s)I~ X 4-1/Z" ~CRE'WS EACH END & WA~ER LINES I~ED I~S'I]N~ ~EFORE COVERIN~ m x 4.1=. SCRBWS 1~' O,C, AT AU. PLUMBER C. ERTIFIC. A TION ON LF. AO CONTUSE ?n~' M~RIMUM P,YWOCO PANEL TO NOT EXCEED A 4' X I~ DIMENSION CERrlFI~I~ OF O~ClJR~IC¥ ~OLO~R ~ W WATER SUP~ Y ,~I~1LR~ T EXCEED 2/10 OF 1~ LEAD. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 2x6 ON THE FLAT DOUGLAS FIR MEMBER UNDER PLYWOOD PANEL FASTEN EACH END OF 2x6 WiTH t0" D.C. TYPICAL OPENING PROTECTIVES FOR EXTERIOR OPENINGS LARGER THAN 4' X 8' COMPLY WITH ALL CODES OF NEW YORK STATE 8, TOWN CODES AS RED. ED AND COND,T,ON OF v SO~I~U)TO~ Z~A r' SOUTHOLD TOWN RANNING ~0~D %/ SOUTHOLD TOWN TRUSTEES __ N.Y,S. DEC ~ ON THE FLAT DOUGLAS FIR :: MEMBER UNDER PLYWOOD PANEL F- - - ] - - NOT ~CEED A 4' X r DIM~N ,, ~ ,~ ~O~j~ ~ ~ TYPICAL OPENING PRO CTIVES FOR OPENINGS LESS THAN 4 X 8' ~ RE~k Sol.am Ve~ion 4,~ Compliance Ce ifi te Pmj~ ~e: 1~ ~ G~zl~ ~ ~: 17~ ~ H~t~ ~ ~ 5750 ~ H~h & ~n~ P,C, ~1~ ROOF 4' V.T.R. e- v. i .~. ~ S S S D.WI l~t FLOOR 3" BASEM~T ~ I 11~ ~C.O. TO AGENCY APpRV'D. SYSTEM PLUMBING RISER DIAGRAM NO SCALE *PROVIDE VALVE FOR DRAINAGE AND BLOWOUT OF WATER SUPPLY FOR WINTERIZATION. Cc~pllain~e: M~xlmum UA: 1212 Ceiling 11: Cathedral Celll~ 196; 30,0 0,0 99 Wall 1: Wood Rame, 16" o~.: / 3111 19.0 0.0 , 266 Winclo~ 1: Vinyl Fram: DouUe/R~le: 269 0,300 111 Floor I: All-Wood .lofst/T~, Ove~ UncondllJo~ed Space: 1509 O.O 115 l~e prolxlsed bulkllng r~sented In this docun~nt Is consistent with the b~ldb . and other cak:ulat~ns submlttIKI with this p~lt appllcat~n. '~e I~ systems have been deslgt~ ~007 Ne~ Y0d[ E~rgy Canse~atlo~ Con~ Code requirements. When a Regis~ered Deslge Pro~ ~ and signed this page, they are attesting tha~4~o the best of his/her knowledge, belief, and professlonaIJedgmmt, sud~ plans ~ s~s ~e ~n .o.,,-~o,. o~ DJ; / ~---¢;. .... ~. ~. i~i ~ / I',/~ ', ~ __~ L~ ...... ul~x _ - , ~~ ~ ;,~: , ~,:'"~t"~*'~ ~l' ~1' ~ ~T A,, 12lA. ANC~4OI~ BOLT~' ~I~TAIL #~ ON :I2b'TAIL All 15/AI2 ~LAN NOTE: ~ D/¢" DqA. ANGHO~ tDOLTD ;2~" O,G. TYPIC, AL CEE ]DETAIL #4 5HEIET All HEAI2Ef~ LE~ENI2 ~1 ~IATION.G ~ ~ FAMILY. ROOM ~ITOHEN ~ ..,o. b~ ~ ~ ~ II 3 Z F m Z Z Z 7 I- t.~AI~I!iit~, e~,t-lEi!~UL.5! .t~I=NID ~1 ABIDI~-VIATION~ DALCON~L J~IALL AIB~VE OPEN TO ABOVE OPEN TO AE~:~VE D~CONID ~IOO~ ~=~AN'tlN~ mi..AN j~ ,9 ARE 2x& · I&" O.C,. GON~'T'RU~TION, UNLE~'~ NOTED OTHER.PtlE:~. 14" LVE tli{IM JOIE~T~ AIi~3LJNI~ TH~ ENTIRE PEf[IHETEE. BLO~K;Ilfl~ UN~E'I~ AL.[. PC~'/~ I~IITHIN THE PLI:X:~I~ (~) 2xe LE~,ENID ,t AIDIBIR. EVIATION~ J ALL F'CALL5 ARE 2x6 · I~." O.C,. CON~.I'I~GTION, IN.EGG NOTED OTHER~IE~E. ~VIIDE I B/4" X 14' LV[. ~IM JOI,G'I'~ AF~4~JNID THE ENTIP~ PER. IHETER,. t=f~:~IIDE ,GOLIID IBL.G~,,KIN~ UNIDE~ AI.L. PG'F~ i~IITHIN THE Fl..~f~ DYS'TEH IOf~lOl~ TO L.OAIDIN~ OF !.,IPI°E~ [..EVELS, A 12) I ^~×',~"%.%.1 I II / LIeN / ¢:12) ~00~ ~,Ah41N~ roi.AN T'r'~IC, AL t=×TE~.IO~. FINIOHt=~: MINIMUM DESIGN PF~55UR. E ,AD INDI~,ATED ON EAGH UNIT. ,=F- --1,= OF FC~JND. Y~IALL R,I~HT 51:::>~ ELEVATION ALL. EXTI-'R. IOI~, I~INDOI~ID AND DO0~5 AI~,E TO MEET A ~INIMU~ DEDI~N P~EDDL,It~,E AD IN~I~ATED ON EACH UNIT. ~-P1. ~_~. Fl. ALL t=XTt-'~IOI~ lnllNDOinl~ AND DOO~G_A_~I-' TO NIEET A F41NIh4UF4 DIDDI~N P~t-'DDU~I-' AY INDI~AT'.:D ON EACH UNIT. ELEVATION LL_ ~ L I / ALL t=XTEt~IO~ ~IlNDOY~D AND DOO~D A~,E TO I~EET A I~INII,4UI~I DEDIGN Pt~EDDIJt~t= AD INDI~ATt=D ON EACH !JNIT. T"f~IGAL. lJJ. OOt~ ~ON~,~TION~ 'T'f'~IC, AL ~ C~DI~T'RJ,,IGTION: 'I"K~IGAL. FOUI"~ATION l~'a~.-L~ KITC, HEN B~AI(FA~T BATH t(IT~,HEN I/2" X CAR,ACE .~ ~.o ,z~.. "r, ,Q :5'- ',,~ ~.~_l ~1 ~t~GTION "A-A" CORNER HCP RIDGE CONNECTORS AT Ir O.e* (~ MEET A F*~BTEN W/20-~DE 1MX.I ~CR~ (~ id FASTENER8 TO ITUDE TO S~.ID MINtMUM ~ I ~PICAL I PAD ABOVE SUB-FLOOR ~PICAL WALL SECTION ~PICAL WALL SECTION AT COVERED PORCH ETAIL * ~o ME~ ~o ME. ~.~ ~oAD cRI~RI* ~ W TO ME~ ~20 MPH ~ND LO~ CR~A W TO MEET ~20 MPH ~ND LOAD CRI~RIA H3 AND A35 CONNECTORS ARE TO BE STAINLESS S~EL ~T~' ~ ;~ ~ERE THEY ARE N CONTACT ~ ACQ ~TED LU~E~ ' ~ v--~. ~ i ETA NLESS S~EL ~ILS MUST ALSO BE USED ~ ~ ~ R ~ , ~ ALL METAL HAN~=RS, CLIPS, NAILS, BOLTS SCREWS, fiTC. IN D ~CT ~ [ ~ PR,-,.,,.~-- ~ CONTACT WITH PRESSURE TR~TED LUMBER TO BE HOT DIPPED .. ~ ~ I ~=~ ~ ~ GALVANIZED AS ?ERASTM SPECIFICATIONS TO RESIST CORROSION TYPICAL SLAB-ON GRADE SILL CONNECTIONS ENTIRE PERIMETER OF BUILDING * TO MEET 120 MPH WIND LOAD CRITERIA ^T EVERy STUD, UNLESS NOTED OTHERWISE ISTUD, FA~rEN A~ PER ~r D[~ ANCHOR BOLTS I MIN. 3" x 3" WASHER & NUT 31/2' 5/~ DI~ ANCHOR BOLTS, 23' O.C. UNLES~ NOTED OTHERWISE 'EIMPSON" LBPEI/2 OR APPROVED EQUAL (MIN.) 23" O.C, UNLE~ NOTED OTHEI~WIE~ NOTED OTH ERN~N~[ 'IhtPclAL TYPICAL SILL CONNECTIONS AT TYPCIAL WALL SECTION GARAGE WALL LOCATIONS TYPICAL SILL CONNECTIONS SI.~B WALL CONNECTION AT{ ~o.o CANTILEVER.~ .TYPICAL~°T'°~:'~.o ME~r ~o M~. WALL WIND toADSECTION CR,TE~A I~ (NOT TO SCALE) r~ ( NOT To SCALE ) ~-- * TO MEET 120 MPH .ND LOAD CRITERIA ~"~ (NOT TO SCALE) * TO MEET 120 MPH WIND LOAD CRITERIA * TO MEET 120 MPH WIND LOAD CRITERIA ~ TO MEET 120 MPH WIND LOAD CRITERIA TYPICAL CONNECTION AT CRAWL SPACE { NOT TO SCALE ) "A' TO MEET 120 MPH WIND LOAD CRITERIA TYPICAL "SIMPSON" H7Z HURRICANE TIE ( NOT TO SCALE ) TO MEET 120 MPH WIND LOAD EXTERIOR VIEW MIN. 1~ BEARING ON WA~ ~TUD6 HEa~ER EXTERIOR VIEW CONCRETE FOUND^TION TYPICAL GABLE END WALL BALLOON FRAMING ( NOT TO SCN. E ) * TQ MEET 120 MPH WIND LOAD CRITERIA TYPICAL STRAPPING TYPICAL STRAPPING DETAIL FOR OPENING THAT DETAIL FOR OPENING UP BEE,~, ,~0~.~ EXCEED 42" IN WIDTH ON ALL TO 42" IN WIDTH ON ALL 'o~. EXTERIOR FRAMED OPENINGS EXTERIOR FRAMED OPENINGS { NOT TO SCALE ) ':~ld ~MMON, TO 2X EN °WALL ~JO~, j * TO MEET 120 MPH WIND LOAD C~TER~ ~ { NOT TO SCALE ) ~ PLATE6 FILL ONE OF TYPICAL RAFTER TO PLATE o=o~,, TYPICAL END WALL CONNECTION WHEN BLOCKING DETAIL RAFTER AND STUD DEECRIPTrON DZ, TE .. Z NOTE: ALL METAL HANOER$, CLIP$, NAILS, BOLTS $CREW'S, ETC.iN DIRECT CONTACT W1TH PRESSURE TREATED LUMBERTO BE (NoT'roscN.~) ~ SPECIFICATIONS TO RESIST CORROSION FROM PRESSURE TREATED LUMBER. J SPACING DIFFER ,____J _.1 HOT DIPPED GALVANIZED MEMBERS APPROVED BY MANUFACTURER J TO MEET 120 MPH ~MND LOAD CRITERIA r ~ ~ J ( NOT TO SCALE) J · A J TO RESLST CORROSION FROM PRESSURE TREATED LUMBER. il j TYPICAL CEILING CONNECTION TO I THE CONNECTOR MUBT BE STAINLE$S STEEL. I .~EE ~.,, ~E~'~.E,~,~,~ J / ~".°,2%?."o .aa,-o ' GABLE ENDWALL J ~ J __._/. B,,ED,.. ~, "'*''~-~'~ , ~ (o..~..,o.( "~') I · ~J ~~'~')~' (NOTTOSCALE) I I ,~.~--~-~-I J I~ *.mBo~ I / I o I I o o ' / (~),,Am'E,E..s~oe~ , · TO MEET 120 MPH V~ND LOAD C.ITERIA 2~ FASTEN OR Aa PE~ MANUF~TURE~8 8PEC~. BRAC J~-T ~ECTIONN. VIEW ANCHOR BOLTS 1400 psi WOOD EF--AR~NO PORCH STEEL COLUMN DETAILS , ! I"IL.~/'~L EEFE~TOMANUF~'fURE (NGTTO,~,=) ALTERNATE DETAIL ~E~ ~ C~ (~E ~CH ~D~ ~ 1~ O.C ) (~E ~CH SI~ ~ t~ D.C. ) C~CTORS ~--4 ~ SEE FOUNDA~ON PLAN FOR LOCATION~I TYPICAL CORNER HOLD DOWN SLAB / ONE STORY CONDITIONS IF TWO STO~E$ & 8LAB, 7~ ANCHOR BOLT~ AND HDQ~ HQLD DQWN CONNECTORS ( DETAIL 8 ) MUST BE UTIL~ED. ~ * TO MEET t20 MPH ~MND LOAD CRITER~ I14 I I '- I "'~sc'~ I '" I I'I(M,I* TO MEET120 MPH WIND LOAD CRITERIA 'A"~'Ii;I~'~BO--TA~'E220) MPHWINDLOADCRITERJA II I,,-J I.?/~o_.~.~._, ............-- I~ I , I" -" I .u,..::. ~;,,,,.,,,..,~ND LO..,. CRITE.,A I' ' I Table 3.6 Ridge Connection Requirements for Wind Table 3.4 Rafter I Truss Framing to Wall Connection Requirements I Exposure B for Wind Loads - Exposure B I , / I 2~ / 4~2 ~22 36 277 3~ / 4:12 I 12 I 145 / II / I / / / / [ [ 2~ i =e / 2e7 L - Con~r ~mml Io~ (Pe~l~lar to ~e ~). ~ ~ 32 ~ 303 ~ 383 W b ~ buading ~ ~d L Ii ~e mldhg le~. / 0:t2 / 12 / 103 / 130 Tabulaednot ~dUpl~8~e[la~ral~ ~ilelngl°~s ~em.ihel ~ p~l~ ~ ~ mu~plied by 0.75 ~ 0.92, m~, ~ ~ ~ / 16 / 138 [ 173 2 Tabula~ ~mlng ~a= a~m. i bullang Io~ In ~m B. / / 20 / 172 / 218 3 Tab~a~ u~ ~i ai~me a ~ ~ ~d ~ll~g H~m~ ~ ~ of 9 ~ (0,S x 15 p~ = ~ ~. / / 24 / 207 / 260 4 Tab~t~ u~ leads ~ 5~ed ~r m~-~ ~nn~nl. ~en ~[~an~dl ~ ~-°r~l~n / ~ 28 / 241 / 303 _ / / / t Table 3.4A Rafter / Ceiling Joist to Top Plate Lateral and Shear Il 7:~2-~2:~2 // ~8~2 1/ 07~30l/ Connection Requirements- Ex.sure B / / 2o / ~e2 / / / 28 / =7 / (Pres~iptive Alternative to Table 3.4) / / 24 / ~ / ~3 Three se nd Gust [ t l/ / " / [ /~ 12 16 19.2 24 4~ 012 2 3 1 Pmscdp~ limits a~ ~s~ on a~m~ons in T~le 3.. 2 Tabulat~ ~nn~i~ mquiremenm assume a ~ildi~ ~t~ in ~m B. / ~M ~d Assump~ons: R~A~y DL = 10 ~f 3 ~n ~iling Joists am ins~ll~ ~llel to ~em, the ~m ~ ~ ~ils in ~ ~ ~ ~ling joism shall equ. or ex~ the ~bulated num~ ~ ri. Is ~ui~. / Th. S~d Gust ~ S~ (m~) 110 ~ 120 / 4 To avoid epliffing, no more that 2 toe.ils shell ~ [ns~l~ in ~ ~de ~ a ~m or ~illng R~ Pi~ ~ S~n (~ B~ Nafle In ~ end ~ 1-1/4" ~en fasten~ to a ~4 top plata or 3 ~ails in ~ch N~ ~n f~ ~ a ~ ~P ~a~. / Numar ~ ~ ~m~ Nails ~ 1~ ~ 3:12 12 2 2 Table 3.4B Uplift Strap Connection Requirements - Exposure B ~s 2 3 (Roof-to-Wall, Wall-to-Wall, and Wall-t~Foundation) 2o 3 (Prescriptive Alternative to Table 3.4) 28 4 5 ~ed Load ~ump~s: R~ffCeillng As~y DL=15 ~f 36 5 6 Three S~ Gus~ 110 120 4:12 12 2 2 S~ ~ph)_ __ 2016 22 32 F~ } ~t s~ I N~d C~m~ Nails ~ 1 ~ B~ Nails 24 3 3 ~. ~p ~,~4 28 3 4 38 4 5 2 2 2 16 2 2 2 3 24 2 3 3 3 32 3 4 ~ 3 4 16 6:12 12 1 2 3 3 20 2 2 3 4 24 2 3 I Pm~ptive limits am ba~ ~ ~um~ons in Table 3.4. 7:12-12:12 12 1 I 2 Tabulated uplift connection requirements assume a building located in Exposure B. 3 Tabulated uplift connection requirements assume a roof and coiling ssasmbly dead Icad of 9 psf (0.60 x 15 psf = 9 I~f). If a ceiling assembly is not prasent or if the ceiling asasmbly is not connected to the roof assembly, the tabulated number of nella shall be incmaasd by 1 naris at each end of the strap. 4 Minimum ASTM AB53 Grade 33 steel strap. N.Y. STATE BUILDING CODE NOTE: R301.2.1.1 DESIGN CRITERIA: CONSTRUCTION IN REGIONS WHERE THE BASIC W1ND SPEEDS FROM FIGURE R301.2(4) EQUAL OR EXCEED 110 MILES PER HOUR ( 177.1 Km/h ) HAVE BEEN )ESIGNED IN ACCORDANCE WITH: AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TV~)-FAMILY DWELLINGS (WFCM), CHAPTER 3 OF THE 2001 EDITION 20 24 28 32 36 2 2 2 3 3 2 2 3 3 Ridge Connec~on Spamg (in) 12 16 16.2 24 48 72 Multiplier 1.00 1.33 1.60 2.00 4.00 6.00 Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads Exposure B Threa Sea°nd Wind Gust II WInd Speed (mph) 11 110 I1 120 Structural Sheathing eh *hln Location~ Raffer/TmssSbectng Ill M~tmum Nail Spacing for Od Common .. es. g (inches, o.c.) Nails or 10d Box Nails (inches, o.~.) s Gable Endwall Rake or R;{ke Truss w/Lookout Block 6° 6' II 4 4 Gable Endwall Rake or Rake Truss w/o Rake Overhang 6 BOARD SHEATHING Sheathing Size Rafter/Truss Spacing Minimum Number of 8d Common Nella (inches, o.c,) Per Suppo~ B - Nail Ipa~ng et panel edgas (in.) F - Nail spacing at intarmediata supports in the panel field (in.) 1 For roof sheathing within 4 feet of the perimeter edge of the roof, Including 4 feet on each side of the roof peak, the 4 foot pedmetar edge zone attachment requlremeat~ ~hell be uascl, 2 Tabulated 12 inch c.c. nail spacing assumes sheathing attached to rafter/truss framing membem with G> 0.40. For framing members with 0.42< G < 0.49, the nail spacing shell be reduced to 8 inches c.c. 3 Tabulated 6 inch c.c. nail spacing assumes sheathing attached to rafter/tross framing members with G> 0.49. For fr.;ning mempere with 0.42< G <0.49, the nail spacing shall be reduced to 4 Inchea c.c. 4 Tabulated 4 inch"~ c.c. nail Ipacing aasumea sheathing attached to relter/truss framing mempem with G> 0.49. For ~r~ming members with 0.42< G <0.49, the nail spacing ihall be reduced to 3 inches 5 Tabu[ataU ~[.~[ '~ ~acing assume a building located in Exposure B. . Table 3.11 Wall ..Sheathing and Cladding Attachment Requirement for W~nd Loads - Exposure B . Three Second Wind Gust 110 I 120 I WInd Speed (mph) I Structural Sheathing Max mum Nel Sp~dng for 8d .I Common Ra,sor Box NSI,S Lcoaflont Sheathing ,. .......... / I (inches, c.c.) 4 12 I 6 12 I e 12 Interior Zone I I 1616121612 4" Edge Zone 16 6 12 6 12 BOARD SHEATHING ~' LAP 81DING ! I Minimum Number of 8d Common Nas or 10d Box Nells Sheathing Size Rafter/Troas Spacing I (inches, c.c.) I Per Support lx6 or lx8 Sheathing 12-24 I1212 I lx10 Or La~gor SheathingI 12-24 I 3 I 3 E - Nail Spacing at panel edgas (In.) F - Nail Ibactng at intermediate supports in the panel field (In,) 1 For wall sheathing within 4 feat of the comers, the 4 toot edge zone attachment mquiremeats shell be uead. Table 3.12A Roof Sheathing Requirements for Wind Loads ?]~'~. ~,~r~['~,~'~'~'' STRUCTURAL SHEATHING 12 3/8 318 D ~A~UN E)¥, BOARD SHEATHING (dilg~lal~y aCmla 3 or mere luppe~l) 12 II 518 518 Table g. ISA Wall Sheathing Requirements for Wind Loads Exposure B WOOD STRUCTURAL PANEL 12-24 I1[ 3/8 3/8 WOOD STRUCTURAL PANEL 12 Ill 318 3/8 CELLULOSIC FIBERBOARD SHEATHING BOARD SHEATHING 12 I 518 I 5/8 ALLOWABLE LOADS AND DEFLECTIONS FOR STRUCTURAL MEMBERS STRUCTURAL LIVE DEAD ALLOWABLE MEMBERS LOADS LOADS DEFLECTION EXTERIOR BALCONIES 60 10 L/360 DECKS 4O 10 L/360 AI'TI{~ WITHQUT STORAGE I lO i 10 I L/240 Al-rlC WI LIMITED STORAGE 20 10 IJ240 FIRST FLOOR 40 10 L/360 SECONO FLOOR t 30 = 10 L/360 ROOF RAFTERS - GROUND SNOW LOAD= 20 psf i U240 I J o' N o., 1~-~5 I NOTE: I ° I AL----'~--~ETAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, i z, I ETC. IN DIRECT CONTACT WITH PRESSURE TREATED 2 Tabulated 12 Inch c.c. nail spacing assumea sheathing attached to stud framing membem with G > 0,40. Fo framing members with 0.42 <G <0.49, the nail spacing ihell he re~3~d to 6 inchas o.c 3 For extedor panel siding, galvanized box nails shell he ben~itted to be subefitutad for common nails. 4 Tabulated nail spacing a~ume a building Io~ated in Exposure S, LUMBER TO BE HOT DIPPED GALVANIZED AS PER ASTM SPECIFICATIONS TO RESIST CORROSION FROM FROM PRESSURE TREATED LUMBER. GROUND . SNOW LOAD' 20 PSF WIND SPEEDd (mph) 120 MPH SEISMIC DESIGN CATEGORY · B TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM Weathering' / Frost mina depthb t Termitec / .... / MODERATE SEVERE ~ ~ / TOHEAVY ICE BARRIER UNDERLAYMENT REQUIREDg YES FLOOD HAZARDSf NONE THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING w..~.o,~-.--,. ~', ~'"'~'~0"'~'"'"'"'~ ~', ALLOWABLE HOLES - TJle Jois~ nil ~ ~ ~ - ~ ~ ~ ~ Table A - End Sup~ ~ [~ mt~ o~ S~ ~ ~b~ Minimum d~mce ~m e~e ~ ho~ ~ Inside Mce ~ n#~t end lup~ ~ T~ ROUND HO~ 91~ ,up~_ ~ , ~.px')~ .,~ 4- ~r ~ ~ r ~' (~l~ ~'-x" ~"~w ,'.. ~ ~ ~2 ~-N. ~ ~ 1.55ETIm~ndeLSLH~demandB~ms C~NE~ON OF MUL~E PIECE~ doe~ not ~¢ui~ Glnlml N~ COLUMN · Minim of 4~r 14" and ~.p~m~ ~.~t0d (3" x 0.t28~ na~ a[ 1~ o.~. EL~A~D ~ ~her I~velTMTrus Jol~e Headem and B~s ~.end ~.m~e ~'~m~ nm~g ~ my ~ ~ ~ ~. ~ ~ COLUMN C~ < t.3~ TI~ ·m~ 24'0.=. ,~g,~ ~ , = I~ ~ I ~ ~ ~,, ~,, TJ~ ~l~T ~ILING REQUIREMEN~ at B~RING~~~~//~ G~Mml N~ TJ~ Jolt ~ Bea~ng Plm~ Squa~ Block~ ~ TJ~Jo~ ~ . M~bw*u~ ~. i~l~ or t~· ~MMH~I~ , Rtu~ ~ ~ nNl~ e~ge TJ~tfl~ - . il ~ A~chm~ ~ DO~T~MoA~ DONOT~Ik~W ~ ~ ~ ~""~"" SHEET U~m T~ R~)UND HOLE SIZE IQUARI~ 'OR RECTANGULAR HOLE 81ZE R~UND HOLE SIZE SQUARE OR RECTANGULAr'HOLE SIZE DEPIH TJP ~; o q, I This sheet is intended as a supplement to the iLevelTM Framer's Pocket Guide. which should be referenced for additional information.