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Home My WebLink About36224-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 10/23/2012 CERTIFICATE OF OCCUPANCY No: 36021 Date: 10/23/2012 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 6429 INDIAN NECK LA, PECONIC, SCTM #: 473889 Sec/Block/Lot: 86.-6-23 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 8/2/2007 pursuant to which Building Permit No. 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 covered entry as applied for per ZBA #6086, dated 12/6/07 (see conditions 1 - 5 of ZBA decision). Lot No. filed in this officed dated 36224 dated 3/8/2011 The certificate is issued to ELLSWORTH BAYLIS JR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 10/12/12 36224 9/12/12 t Druid' ed ~ature 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 #: 36224 Date: 3/8/2011 Permission is hereby granted to: ELLSWORTH BAYLIS JR PO BOX 168 PECONIC, NY 11958 To: DEMOLISH THE EXISTING DWELLING & CONSTRUCT A NEW 1 STY SINGLE FAMILY DWELLING PER ZBA #6086 & TRUSTEES#6720 PER PLANS AS APPLIED FOR. REPLACES PERMIT #34457. At premises located at: 6429 INDIAN NECK LA, PECONIC SCTM # 473889 Sec/Block/Lot # 86.-6-23 Pursuant to application dated To expire on 9/6/2012. Fees: 8~2~2007 and approved by the Building Inspector. PERMIT RENEWAL $732.40 Total: $732.40 Building Inspector 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) PER~IT NO. 34457 Z Date FEBRUARY 24, 2009 Permission is hereby granted to: ELLSWORTH JR BAYLIS PO BOX 168 PECONIC,NY 11958 for : DEMOLITION OF EXISTING DWELLING & CONSTRUCTION OF NEW SFD PER ZBA #6086 & TRUSTEES#6720 PER PLANS AS APPLIED FOR. at premises located at 6429 County Tax Map No. 473889 Section 086 pursuant to application dated AUGUST Building Inspector to expire on AUGUST INDIAN NECK LA PECONIC Block 0006 Lot No. 023 2, 2007 and approved by the 24, 2010. Fee $ 732.40 Authorized Signatu-~-re Rev. 5/8/02 COPY Form No. 6 TOWN OF $OUTItOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OccUPANcY ~ aPplication must be filled in by typewriter or ink and submitted to the Building Department with the foil .oSVing: A~ For new building or ne.w use: 1. Final survey of property with accUrate'location of all buildings, property lines~ streets, and unusual natural-or · topographic featur6s. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (8-9 form/. 3-. Approval of electrical installation from Board 6fFire underwriters. 4. 'Sw. om statement from plumb, er certifying that tho ,solder used.in system contains less than 2/10 of 1% lead. 5. Commoroial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code ComPliaixoe'from architect or engineer re~ponaible for the building= .6. Submit planning Board Approval of completed site plan requirements. 15. For existing buildings (prior to April 9, 1957} tion-co-nforming uses, or buildings and "Pre-existing" i-~nd uses'.' 1. Accurate survey of property showing all property line$,'streets, building and. unusuM natumi or topographic feaitures. ' 2. ^ properly .c-p. mp!eted application and corts'ent to inspect signed-by the applicant. Ifa Certificate o£Occupancy is denied, the BUilding Inspector shaH state the reasons therefor in wr/ting to the applicant. C. Fees 1. C~rtifica~e of Occupancy - New dwelling .$50.00, Additions to dwelling $50.00, ARerations to dwelling $50.00; " Swimmir~g pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00: ~. C~rtifieate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of. Occupancy- $:25 4. Updated Certificate of Occupancy - $50.00 - 5. T~mporary Certificate 0fOccupancy - Residential $15.00, CommerCial $15.00 Blew Construction: Loea. tion of Property: ' Dwn~r or Owners o.fPmperty: '. ~olk .County Tax Map No'1000, Section tubdivisi~n' ? _~On_ it No. ~-~6~ ~t7~ ¢ Date of Permit t~tlth D~pt. Approval: qanning Board Approval: .[equest for: Temporary Certificate Date. Old or Pre-existing Building: * (check one) Street . Block Filed Map. Applicant:.. Undcrawiter~ Approval: Final' Certificate:' / Hamlet (check one) ~ican{ ~igna~re- Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY ! 1971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 ro.qer, richert~,town.southold, ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ;sued To: Roy Argent Address: 6429 Indian Neck Lane City: Peconic St: NY Zip: 11958 Building Permit #: 36224 Section: 86 Block: 6 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCl Recpt Wall Fixtures ~.~ Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures ~ CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture ~ Pumps Transformer Appliances Dryer Recpt Emergency Fixtures~ Time Clocks Disconnect Switches Twist Lock Exit Fixtures I I TVSS Other Equipment: 200a underground service, 1-exhaust fan, 2-ARC fault circuit breakers Notes: Inspector Signature: Date: Sept 12 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 $outhold, New York 1197 !-0959 Telephone (63 I) 765~ 1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: Building Permit No. 3 ~ ~ ,~ C- Owner: lease print)~ Plumber: (Please print) lead. I certify that the solder used in.the water sUpply system contains less than 2/10 o.f 1% Sworn to before me this ~ ~-~'-~ 'dayof~..)¢..~~ , 20/,_~ Notary Public, ~t~ .'~r~.~. County · (Plumbe~ Signature)" CONNIE D. BUNCH Notary Public, State of New York' No. 01BU6185050 · ' - . Qualified in Suffolk County ~ ~ . Corem ~eion Expima April 14, 2 ~) ~J (... · TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I-NSPECTION [r/'J~ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENE11~ DATE /? TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~ ~FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] n~ m~"r~rr omms'mucrmo~ [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRB RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ~J~T~i:'ECTI°N [ ION [ ] ROUGH PLBG. [ ,~]~FOUNDATION []INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: ~--,..* ~ ~~/ DATE INSPECTOR ~/~~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN PECTION [ ] FOUNDA~TION 1ST [ ] ROUGH PLBG. [ ] FO.O.O.O.O.O.O.O.O.O~~DATION 2ND [ ] INSULATION [~'~]'~RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN PECTI ION [ ] FOUNDATION 1ST [,~I~OUGH PLBG. [ ] FO~JNOrATION 2ND [ ] INSULATION [~"~FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK~:~~~~~=~~ 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 [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE iNSPECTOR~~~'-'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN l~S.~ECTI°NR~ FOUNDATION [ ]~H PLBG. [ ] FOUNDATION [/,,~ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] ~E~SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ~FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~'~~~ '~- / / DATE INSPECTOR · · N 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 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC(ROUGH) [ ]ELECTRICAL(FINAL) REMARKS: ~ ~~-~- DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]I~S~T~_~ [ ] FRAMING/STRAPPING ['~] FIN~Lf~~ [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL .~ /~FINAL) REMARKS: /~,~ /~?//~ ~/~/~ DATE //~//~ ~///~ ~INSPECTOR r~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]~~__/~~~ [ ] FRAMING/STRAPPING [//]/FIN~/~ ~/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAF~I'll~PECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) R DATE . ~ INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ~o,~I,,,~o~"7' --~ /'/ /~ , --.,,., -x INSULATION PER N. Y. STATE ENERGY CODE ~DITION~ CO~ENTS ~ ~,~,~'~ (~~C) ~"~' ~ '~- ' o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 1}971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c Expiration a. This apple PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning B~proval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: cto~ APPLICATION FOR BUILDING PE~IT Date ., 20 INSTRUCTIONS 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, if a corporation) ° .... '(Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~1/, /~F~¢rt'7L ~,/~o/a_ /~r~'et~'~ c2 (As on the tax roll orl~{est 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 County Tax Map No. 1000 Subdivision (Name) Section Block t06 Filed Map No. 0f State existing use and occupancy ofpre.mises and intended use and occupancy of proposed construction: a. Existinguseandoccupancy /. JC'lto r)/ 3 i ~ ~_ ~a rn l l )/ ]~ ~_m~. ~ 5. If dwelling, number of dwelling units / If garage, number of cars b. Intended use and occupancy Nature of work (check which applicable):~ Repair ~ Estimated Cost Fee ! Addition Alteration Other u~^.4. ,, ~ ,, · '/' vvwt~-sucto I',OO'f ~/n~-i-,~ '(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 ,~2 ' o2 !' Rear '~ t ' lo" Depth Height / ~'/,," Number of Stories ! Dimensions of same structure with alterations or additions: Front jG 2 ',2-, '' Depth /-//* //' Height ;2/-/i Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front D~O ' Rear fro' Depth Rear .~/"/~" 10. Date of Purchase /0 // J? /z, ,y' ~r. 11. Zone or use district in which premises are situated cJ/5/tt'/c_ 7l' / o oo 'kj 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO Name of Former Owner I.~//Swvrj-j~ /- 13. Will lot be re-graded? YES NO V/ Will excess fill be removed from premises? YES NO 14. NamesofOwnerofpremises/?o~,t/.:,~.da //rr~0~ddress 5¢2? ./~ ;~ NecgLPhoneSo.,?~;/-- Name of Architect ' c,/ Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~,' * 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) SS: COUNTY OF ) ~,vxc4& /~a'-~qe~'[' a~tt i2o~ rD. 14rt~er~- being duly sworn, deposes and says that (s)he is the applicant (Name-of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) 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 ~ day of q N;t~ 200'~r - - (~ Sigr~ature ~'~ Al~icant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6720 ISSUED TO: ROY & LINDA ARGENT DATE: SEPTEMBER 19~ 2007 PROPERTY ADDRESS: 6429 INDIAN NECK LANE~ PECONIC SCTM# 86-6-23 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 September 19, 2007, and in consideration of application fee in the sum of $250.00 paid by Roy & Linda Argent and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and pe~qnits the following: Wetland Permit to remove and raise the roof, replace windows, repair or replace all rotten wood, repair or replace foundation if needed, and for the existing bulkhead, with the condition of a 10 foot of non-turf buffer along the bulkhead, no treated lumber is to be used on bulkhead when repaired/replaced, gutters and drywells installed to contain roof runoff, a line of staked hay bales to be installed prior to construction, and as depicted on the site plans prepared by Roy Argent, received on August 6, 2007. 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. J-ames King -'Al{sent Dave Bergen - Absent James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York I1971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 23, 2009 Mr. & Mrs. Roy Argent P.O. Box 168 Peconic, NY 11958 RE: 6429 INDIAN NECK LANE, PECONIC SCTM#86-6-23 Dear Mr. & Mrs. Argent: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., September 23, 2009: RESOLVED, that the Southold Town Board of Trustees grants a One-Year Extension to Permit #6720, as issued on September 19, 2007. This is not an approval from any other agency. Sincerely, President, Board of Trustees JFK:lms Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hail 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 August 18, 2010 Mr. Roy Argent P.O. Box 168 Peconic, NY 11958 RE: 6429 INDIAN NECK LANE, PECONIC SCTM#86-6-23 Dear Mr. Argent: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., August 18, 2010: RESOLVED, that the Southold Town Board of Trustees grants the last One-Year Extension to Wetland Permit #6720, as issued on September 23, 2007. This is not an approval from any other agency. Sincerely, Jill ..Doherty . ._ ~. PreSident, Board of Trustees JMD:lms Jill M. Doherty, President Bob Ghosio, Jr., Vice-President James F. King Dave Bergen 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 # 0694c Date: October 7, 2011 THIS CERTIFIES that the removal and raising of roof on dwelling, replace windows, repair or replace all rotten wood, repair or replace foundation, gutters to leaders to drywells on the dwelling, for the existing bulkhead with the use of untreated lumber for repairS/replacement, and to maintain the 10 foot wide non-turf buffer along the bulkhead At 6429 Indian Neck Lane, Peconic, New York Suffolk County Tax Map # 86-6-23 Conforms to the applications for a Trustees Permit heretofore f'ded in this office Dated August 6, 2007 pursuant to which Trustees Wetland Permit #6720 Dated September 19, 2007 was issued 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 removal and raising of roof on dwelling, replace windows, repair or replace all rotten wood, repair or replace foundation, gutters to leaders to drgwells on the dwelling, for the existing bulkhead with the use of untreated lumber for repairs/replacement, and to maintain the 10 foot wide non-turf buffer along the bulkhead The certificate is issued to ROY & LINDA ARGENT owner of the aforesaid property. FE0-2-2009 15:18 FROM:JUNO OCEAN HALK 561622T3gg TO:lG31T65~$02 New York State DepaYt (nental Conservation Division of Environmental Permits, RegioffOne SUNY {~ Stony Brook. 50 Circle Road. Stony Brook. NY 11790 - 3409 Phone: (631)444-0365 · FAX: (631)444°0360 Website: www.dec,$tete.ny.us LET~.~ER OF NON-JURISmCTION TIDAL W~_,.~Ar~D$ ACT Roy & Linda Argent 900 Juno Ocean Walk Juno Beach, FL 33408 January 28, 2009 Application #1.-4738-03740/00001 Argent Property, 6429 Indian Neck Lane, P¢conic SCTM #1000-086-06-023 Dear Mr. & Mrs. Argent: Based on the information you have submitted, the D~artmcnt of Bnvironmentai Conservation (DEC) has determined that the property landward of the pre-existing bulkhead is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land 'Uso Regulations (6NYCRR P,'u-t 661) no permit is required. ]~eadvlsed, no construction, sedimentation, or disturbance of any kind may take place seaward of thc tidal wetlands jurisdictional boundary, as indicated above, without a permit, It is your responsibility to ~sure that all precautions arc taken to prevent m~y sedim~tation or disturbance within Article 25 jurisdiction which may result from 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 hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter docs not relieve you of thc responsibility of obtdning any necessary permits or approvals from other agencies or local municipalities. Sincerely, ~ark Can'ara Permit Administrator P.1/1 cc: En-Consultants, Inc. BMI-H' file FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 16, 2007 TO: Roy A. Argent 6429 Indian Neck Lane Peconic, NY 11958 Please take notice that your application dated August 2, 2007 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 6429 Indian Neck Lane, Peconic, NY County Tax Map No. 1000 - Section 86 Block 6 Lot 23 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to this existing single family dwelling, on a non-conforming 6615 square foot lot in the Residential R-40 District is not permitted pursuant to to Article XXIII Section 280-122, which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single family dwelling notes a rear yard setback of 30.6 feet, a single side yard setback of 5.6 feet and a total side yard setback of 12 feet. The proposed additions and alterations will maintain those setbacks. Pursuant to the ZBA's interpretation in Walz (#5309), such additions and alterations will thus constitute an increase in the degree of non-conformance. Persuant to Article XXIII Section 200-124, non-conforming lots, measuring less than 20,000 square feet in total size, require a minimum rear yard setback of 35 feet, a single side yard setback of 10 feet and a total side yard setback of 25 feet. In addition, the proposed construction is not permitted pursuant to Article XXII Section 280-116 B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The p~~ notes a proposed setback of 30.6 feet from the bulkhead at its closest point. Note to Applicant: Any ch_ange o~on to the above referenced application, may require further review by the Southold Town Building Department. ~ CC: file, Z.B.A. APPEALS BOARD MEMBERS James Dinizio, Jr., Chairman Gerard P. 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 I 1971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS, AND DETERMINATION (LKW) MEETING OF DECEMBER 6, 2007 ZBA FILE it 6086 - ROY W. and LINDA ARGENT (LIFE ESTATE ELLSWORTH BAYLIS JR.) PROPERTY LOCATION: 6429 Indian Neck Lane, Peconic CTM 86-6-23 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 31, 2007 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: A Letter confirming inconsistency was submitted to the Board of Appeals under Chapter 95, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP) standards. A report from the Suffolk County Soil and Water District Technician Polly Weigand dated November 14, 2007 noted that the bulkhead is in structurally sound condition, but regular inspections and repairs should be made to maintain stability. The LWRP Report dated November 1, 2007 notes the house as being located in Flood Zone AE8. Grant of relief as applied for in this variance application can be mitigated by following the recommendations of the Suffolk County Soil and Water Conservation District and the Town LWRP Coordinator which include: the installation of drywells at the terminus of the gutters and leaders on the dwelling, the installation of hay bales/silt fencing during construction to prevent sediment loading into Richmond Creek, and the planting of a non-turf, native vegetation buffer landward of the bulkhead to protect Richmond Creek or as an alternative, maintaining turf grass but limiting the use of irrigation and fertilizer to prevent damage to the bulkhead and pollution of the creek. PROPERTY FACTS/DESCRIPTION: The applicant's 12 June 2006 survey prepared by Stanley J. Isaksen Jr. shows 6,615 square feet of land area, 50 feet wide by 136.64 feet deep along the westerly lot line, and an existing single-story residence with attached garage situated 30.6 feet from the bulkhead adjacent to Richmond Creek, 5.6 feet from the easterly property line, and 6.3 feet from the westerly lot, at its closest points. The applicant also owns County Tax Map (CTM) Lot 23 in Block 6, upon which exists an accessory building, also shown on the applicant's 12 June 2006 survey. Page 2 -December 6, 2007 ZBA File #6086 - Roy W. Argent CTM 86-6-23 BASIS OF APPLICATION: Request for Variances under Sections 280-122 and 280-116B, based on the Building Inspector's September 10, 2007 Notice of Disapproval concerning a proposed new dwelling, after substantial demolition of the existing building. In the event the applicant further deterioration of the portion of the foundation that he plans to retain, the applicant also requests demolition of this remaining portion, for total reconstruction of the dwelling in kind, in place, proposed by applicant without a reduction of the same nonconforming setbacks that exists for the current dwelling footprint. AREA VARIANCE RELIEF REQUESTED: The applicant is requesting relief concerning new construction which will be within the same nonconforming footprint and less than the code-required minimum of 35 feet from the rear lot line, less than 75 feet from the bulkhead, less than 10 feet on a single side yard, and less than 25 feet total side yard setbacks. ADDITIONAL INFORMATION: The applicant's 6,615 square foot non-conforming lot in the R40 District is very narrow and deep at 50' x 136.64' which is typical of lots in this area that were improved in the 1940's with summer cottages. The applicant's waterfront lot is reached from Indian Neck Road though an earth-base driveway adjacent to the westerly property line that passes two other lots, all previously owned by the applicant. The street-side property (CTM lot 23) contains an accessory garage that is used by the applicant (granted with conditions under ZBA #4987). The middle parcel (CTM 22) was sold and is improved with a single-family dwelling. The applicant has an existing asphalt driveway on his property with an existing cesspool to the west. The existing dwelling is 30.6 feet for a rear yard setback where the code requires a minimum rear yard of 35 feet, a single side yard setback of 5.6' where the code requires 10', and a total side yard setback of 12' where the code requires 25'. The setback from the bulkhead also is 30.6' at the closest point where the code requires 75 feet. The applicant proposes to demolish the existing dwelling on the subject premises which is structurally unsound, in general disrepair and contaminated with excessive mold, and replace it in kind with a new dwelling, with modifications to roof pitches at a proposed 27' 0" height. The current attached garage will be converted to living space in the new dwelling. The applicant states that he wishes to maintain the footprint of the existing foundation, which is currently a partial full basement and partly a crawl space. To bring the foundation to code, repairs will be made to the existing block foundation of the old cellar as needed, and the crawlspace portion will be excavated an additional 3' deeper to create basement storage at full height. The entire foundation will be raised an additional 8" above grade from 10.9' to 11' which will place the new first floor at or above the minimum FEMA requirements for a flood plain. A new covered open porch entrance with railing is proposed on the front elevation, in line with the existing elevation, in the location of the setback of the existing attached garage. These details are shown on an undated set of plans drawn and submitted by the applicant Roy Argent (formerly owner-contractor of Argent Homes and now retired). It is further noted, however, that in the event replacement of the only remaining portion of the foundation that applicant is trying to maintain is necessary, that in-place reconstruction is authorized using the same building footprint which now exists. Page 3 - December 6, 2007 ZBA File #6086 - Roy W. Argent CTM 86-6-23 REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 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 current modest one-story dwelling has been on the property since the 1940's and is in disrepair. It will be replaced with a new single-family home on the same footprint, with only minor modifications that will improve the property and the neighborhood. There were no objections from neighbors received in writing or expressed at the public hearing. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance, since all current setbacks are pre- existing non-conforming, and the lot is too narrow to permit the construction of a modest home without non-conforming side yard setbacks being maintained. The current house and foundation were sited (prior to 1957) at an angle to the side yard property lines and parallel to the creek. The neighbor to the west is located at considerable distance from the shared property line, and there are no obstructions to accessing the Creek. Removing the existing foundation and building a new one that is parallel to the property line could increase the applicant's westerly side yard setback to 8' which would permit access by emergency equipment on the applicant's property. However, the house would then be at an unnatural angle to the Creek, and filling in and excavating a new foundation would cause substantially greater land disturbance near the bulkhead and disrupt the existing sewer line to the dwelling, both at considerably greater expense to the applicant. Moving the proposed new dwelling landward of its current footprint to create a more conforming setback to the bulkhead would require building over the existing cesspool and the neighbor's well. 3. Town Law §267-b(3)(b)(3). The variances granted herein are substantial but reasonable given all the other circumstances described herein. 4. Town Law §267-b(3)(b)(5). The difficulty has not been self-created, but it the result of the original location of the house, wells and cesspool as described herein. 5. 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. Should the applicant's bulkhead require maintenance and repairs, Roy Argent, the representative for the applicant, testified at public hearing that equipment could be brought in by barge on Richmond Creek, thus providing access without adverse impact on the land between the house and bulkhead, or the westerly neighbor's property. 6. Grant of the relief as applied for is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new replacement dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 4 - December 6, 2007 ZBA File #6086 - Roy W. Argent CTM 86-6-23 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 Weisman, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for and shown on the set of plans and elevations drawn and submitted by Roy Argent, contractor (retired) of Argent Homes, undated, and the site survey by Stanley J. Isaksen Jr., Licensed Land Surveyor, dated 12 June 2006, updated 04 Sept 2007, and notes by the applicant clarifying possible rebuild/demolish areas, subject to the following Conditions: 1. Gutters and leaders must be installed on the dwelling. 2. Drywells must be installed to contain roof and groundwater runoff away the bulkhead. 3. Hay bales/silt fencing must be installed during construction to prevent sediment loading into Richmond Creek. 4. A non-turf, native vegetation buffer landward of the bulkhead must be planted to protect Richmond Creek, or as an alternative, turf grass is acceptable if the use of irrigation and fertilizer is limited to prevent damage to the bulkhead and pollution of the creek. 5. Applicant agrees to inspect and repair the bulkhead as necessary according to the recommendations outlined in the Report from Soil Technician Polly Weigand dated November 14, 2007. The above conditions shall be written into the Building Inspector's Certificate 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 features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Dinizio (Chairwoman), Goehringer, Olive, Simon, and Weisman. This Resolution was duly adopted (5-0)~'~~~~ lames Dinizio J~., un an 12/[[ /2007 /Approved for Filing CI /~. ,~ ,~ _ /~-- ~'- z zTOWN OF' SOUTHOLD OWN . I FORMER OWNER LAND /-/0 0 --~'_~ 0 AGE~ NEW -Farm fillable 1 r'illable 2 -illable 3 ~/oodland ;wampland Irushland touse Plot 'ora I .IMP. VL. TOTAL NOR/v~L Acre FARM DATE BUILDING CONDITIOIx BELOW .. Value Per Acre 'I~OpERTY RECORD CARD COMM. DISTRICT 7 ACREAGE SUB. TYPE OF BUILDING IND. 'l~'; CB. I MISC. LOT t. Mkt. Value REMARKS ABOVE Value BULKHEAD DOCK FRONTAGE ON WATER ~ 4"/,~ ~ .:~ FRONTAGE ON ROAD M. Bldg. Extension Extension Extension Breezeway Ga r a g e O, B. Fo~otion Basement Ext. Walls Fire Place Porch i Porch J Bath Floors Interior Finish Heat Roof Type Rooms 1st Floor Patio Rooms 2nd Floor ,~Hveway gorme r ' Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roger, richertdt~n3.ts) o76u~'~o(~, ny. us REQUESTED BY: Company Name: BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION Name: License No.' Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address': *Cross Street: ) ! *Phone No.: 5"g/-' ~ 7o/- ~//~' ~/ ~/-/0/~]."' ,g'"~'/- Permit No.: Tax Map District: 1000 Section: t~oo'g Block: *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: % YES. N~ ~NO Rough In 3Phase 100 150 200 300 350 400 Underground Number of Meters Change of Service PAYMENT DUE WITH APPLICATION R Y l'e b 7', q o o ! 82-Request for Inspection Form Final Other Overhead Tmvn Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 ~o~e~ ~tB~:~OuthOld.nv ~ SEP 21 2011 BLDG. DEPT. TOWN 0F SOU~HOLD BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Date: qame: _icense No.~. Address: Phone No.: JOBSITE INFORMATION: *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 (*Indicates required information) ~. ¢~ n__ ,'~ o._,-~--o,-J Section: <~ (,=, Block: Lot: r'~ ~) *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: (~/NO . ~ Final YESES) 3Phase 100 150 200 300 350 400 Underground Number of Meters Change of Service PAYMENT DUE WITH APPLICATION Other Overhead 82-Request for Inspection Form JUDITH T. TEI~RY TOWN CLERK [U:ZGISTRA~ OF VITAl. STATISTICS MARRIAG~ OFFICER ~CO~)S ~AGE~E~ OFFICER FREED~ .O~ FO ~ ON OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall. 53095 I~'lai,~ Road P.O. Box 117c) Soulhold. New 'fork 11~71 Fax (516) 765-1923 Tclcphonc (5161 765- J ROI THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93)], and "Certificate of Compliance for Development in C(93)]. Special Flood Hazard Area [C , _j ;~.1 B'i~G. DEPT.. :' TOWN OF SO'.JTHOLD T. T~ Southold Town Clerk August 25, 1993 FLOODPLAIN APPLICATION # PAGE I o[ 4 TOWN OF $OUTHOLD DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to mad and sign): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. · 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make ieasonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE, TO THE~BEST OF MY KNOWLEDGE, TRUE AND ACCUR4kTE. ,~ECTIQN (To completed by APPLICANT) 2: PROPOSED DEVELOPMENT be NAME ADDRESS TELEPHONE A. PPLICA2qT BUILDER ENGINEER ~r PROJECT LOCATION: To avoid delay in proce~ing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal dezcription (attach) and, outside urban area~, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. FDP(93) APPLICATION # PAGE 2 OF d 'DESCRIPTION OF WORK (Check all appticablc boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY [~ew Structure [] Addition [] Alteration [] ~lo~tion fi~fl~emolition g~"Replacement STRUCTURE TYPE ~esidenfial (1-4 Family) [] Residential (More than 4 Family) [] Non-residential (Floodproof'mg7 [] Yes) [] Combined Use (Residential & Commercial) [] Manufactured (Mobile) Home (In Manu- factured Home Park.9 [] Yes) ESTIMATED COST OF PROJECT $ /)~B. OTHER DEVELOPMENT ACTIVITIES: 123 Fill [] Mining [] Drilling [] Grading [] Excavation (Except for Structural Development Checked Above) [] Watercourse Alteration (Including Dredging and Channel Modifications) [] Drainage Improvements (Including Culvert Work) [] Road, Street or Bridge Construction [] Subdivision (New or Expansion) [] Individual Water or Sewer System [] Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTFION 3: FI~ODPLAIN DETERMINATION (To be completed bv LOCAL ADMINISTRATOR) The proposed development ks located on FIRM Panel No. , Dated The Proposed Development: [] Is NOT located ia a Special Flood Hu?urd Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PER2vflT IS REQUIRED). [] Ia located in a Special Flood Hazard Area. FIRM zone designation is 100-Yeax flood elevation at the site is: Ft. NGVD (MSL) [] Unavailable [] The proposed development is located in a floodway. FBFM Panel No. Dated [] See Section 4 for additional instructions. SIGNED DATE APPLICATION PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To be completed bv LOCAL ADMINISTRATOR] The applicant must submit the documents checked below before the application can be processed: [] A site plan showing the location of all existing structures, water bodies, adj.acent roads, lot dimensions and proposed development. [] Development plans, drawn to scale, and spedfications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also, [] [] [] Subdivision or other development plans (If the subdivLsion or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). Plans showing the extent of watercourse relocation and/or landform alterations. Top of new fill elevation Ft. NGVD (MSL). Floodproofing protection level (non-residential only) Ft. NGV'D (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this £mding must also be submitted. I-I Other: ~;ECTION 5: PERMIT DETERMINATION (To be completed bY LOCAL ADMINISTRATOR) I have determined that the proposed activity:. A. I-I Is B. El Is not in conformance with provisions of Local Law # , 19 attached to and made part of this permit. · The permit is issued subject to the conditions SIGNED , DkTE If BQX A i~ checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BQX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPEA]~: Appealed to Board of Appeals? [] Yes [3 No Hearing date: Appeals Board Decision --- Approved? [3 Yes Conditions [] No APPLICATION # PAGE 4 OF 4 SECTION 6: A~-BUILT ELEVATIONS (To be submitted bv APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional cng/neet or a liceused land surveyor (or attach a certification to this application). Complete 1 or 2 below. Actual (As-Built) Elevation of the top of ihe lowest floor, including basement (in Coastal Hi~;h Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGV'D (MSL). 2. Actual (As-Built) Elevation of floodproo£mg protection is ' FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION fTo be completed bv LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? [] YES [] NO DATE BY DEFICIENCIES? [] YES [] NO DATE BY DEFICIENCIES? I-! YES I"1 NO SECTION $: CERTIFICATE OF COMPLIANCE(To be completed bY LOCAL ADMINI~TRATOR) · Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: [] NEW BUILDING [] EXISTING BUILDING F1. VA CAiN'r LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: Ao COMPLIANCE IS HEREBY CERTIFIED WITH THE REQuIREMENTS LOCAL LAW # , 19.. . SIGNED: DATED: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS LOCAL LAW # ., 19__, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: OF OF C/C(93) FEB-5-P009 20:48 FROM:~UNO OCEAN WALK ~~~..-..-,~ ~;~, .~. T0:1632754221~ PECONIC CESSPOOL Bray' Avenue P.O.Box487 Laurel, New York 11948 Phone (631)727-0115 (631,)298-9658 Fax (631)727-7564 Sept. 17 2008 Roy Argent 6429 Indian Neck Road Peconic NY 11958 Main cesspool is 7'6" feet deep, overflow cesspool is 7'6". No ground water in the cesspools. Pools is dry. FEB ?,' 2009 BLDG. DEPT. TOWN OF SOUTHOLD /ghor~.,. 3%1 77~, z/l,/, 'row~ o~'s~J~'~ot~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 October 15, 2012 BUILDING DEPARTMENT TOWN OF SOUTHOLD Baylis EIIsworth, Jr PO Box 168 Peconic NY 11958 Re: 6429 Indian Neck Ln, Peconic Telephone (631 ) 765-1802 Fax (631) 765-9502 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: ~-JApplication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) ~Afee of $50.00. F'~th Department Approval. '~/Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36224- Demo/New Dwelling FEB-S-2(~9 !0:49 FROM: ,.1'UNO OCEAN WALK 5616P_~399 TO; 16317c,4~,. 10 P.6/? DEPT. TOWN OF' FI)OM HOUSE ,, ! 36' ~ COVER __I _ 6' ia CESSPOOL I ',1, ' ? COVER __ __6' el OVERt:LO~i/_ {~UATER) EXISTING SEPTIC DIAGRAM REScheck Software Version 4.0.1 Compliance Certificate Report Date: 12/05/07 Data filename: C:~Program Files\Chack~REScheck~GENT.rck Energy Code: Location: Heating Type: Glazing Area Percentage: Heating Degree Days: New York State Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Non-Electric 15% 575O Construction Site: Owner/Agent: ARGENT HOUSE 561-951-8208 Designer/Contractor. MARK K. SCHWARTZ, ARCHITECT P.O. BOX 933 CUTCHOGUE, NY 11935 734-4185 Ceiling 1: Flat Ceiling or Scissor Truss: Skylight 1: Wood Frame:Double Pane with Low-E: Wall 1: Wood Frame, 16' o.c.: Window 1: Wood Frame:Double Pane with Low-E: Door 1: Solid: Floor 1: All-Wood Joist/Truss:Over Unconditioned Space: 1135 19.0 0.0 58 6 0.560 3 1167 19.0 0.0 57 173 0.330 57 42 0.350 15 1135 30.0 0.0 37 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 ~ervation Construction Code requirements. When a Registered Design Professional has stamped and signed this ~,,,att~ng that to the best of his/he[ ~, belie_L.and Dmfessional judgment, such pJans or specifications ar__e_in compli~af~fl tl~ Code. Name - Title ' / ' gnat, re / f~ ~/ Date t Si I il 631.73¢.4185 j w~.mk~architcc~.com June 13, 2011 Southold Town Building Depaxhiient P.O. Box 1179 Main Road Southold, New York 11971 Re: New Residence Argent Property 6429 Indian Neck Road Peconic, New York Permit # 36224 (SCTM# 1000-86-06-23) To Whom This May Concern: I have been to the site and inspected the rebar for the footings. I hereby certify, to the best of my knowledge, the reinforcing bars have been installed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. dUN 1 4 2011 BLDG. DEPL TOWN OF SOUTHOLD ON PROP. LINE IN BULKHEAD CONC NOTE: NUMBERS eNO ONE AND TWO REFER TO A 15' RIGHT OF WAY FOR FOOT AND VEHICULAR TRAFFIC FROM INDIAN NECK LANE. AS PER LIBER 3166, PG 283. CC MOt Cb SURVEY OF DESCRII~ED PROPERTY SITUATE PECONIC, TOWN OF SOUTHOLD SUFFOLK COUNTY', N.Y. PK NAIL SET ON PROP. LINE IN BULKHEAD AND STEP (LANDING) I,g' +/- OV[R UN£. 3' ~iCHT OF WA~ PIPE RICHMOND CREEK AS PER LIBER 3166, PC 283. Cb ~0 CONC MON C) DNC TAX MAP NUMBER 1000-086-06-023 AREA = 6,615 S.F OR 0,152 ACRES TAX MAP NUMBER 1000-086-06-021 SURVEYED FOR: ROY W. ARGENT LINDA ARGENT TM# SEE MAP GUARANTEED TO: ROY W, ARGENT LINDA ARGENT AUG - 6 2007 Southhold Town Board of Trustees APPROVE [:OARD OF T , :S TOWN OF ': AREA = 11,274 S.F OR 0.257 ACRES SURVEYED:, 12 JUNE 2006 SCALE 1"= 50' AREA = S'E'E LOTS GUARANTEES INDICA TED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANBFERABL E TO ADDITIONAl. INSTITUTIONS OR SUBSEQUENT OWNERS. UNAUTHORIZED AL TERA T/ON OR ADDITION TO THIS SURVEY IS A VIOLA T/ON OF SECTION 7209 OF THE NEW YORK S TA TE EDUCATION LA W. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. SURVEYED BY STANLEY d P.O. BOX NEW su1 631 -~ ISAKSEN, JR. 294 iFOLK. N.Y. 11956 . =5835 Zc zO/vz N $ LL SURVEY OF PROPERTY SITUA T£ PECONIC TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-086-06-21 S.C. TAX No. 1000-086-06-22 S.C. TAX No. 1000-086-06-25 SCALE 1"=50' JUNE 12, 2006 MAY 26, 2011 UPDATE FLOOD ZONE JUNE 14, 2011 FOUNDATION LOCATION CERTIFIED TO: ROY W. ARGENT LINDA ARGENT AREA DA TA S,C, TAX No. 11,214 sq. fl, 1000-86-06-21 0.257 oc. S.C TAX No, 5,000 sq. 1000-86-06-22 0.115 ac. S.C TAX No. 6,615 sq. fi 1000-B5-06-23 0.152 ac. TOTAL 22,B29 sq, fi, 0.524 NOTES. 1. ELEVATIONS ARE REFERENCED TO N,A.V.D. 198R OATUM EXISTING ELEVATIONS ARE SHOWN THUS:~ EXISTING CONTOUR LINES ARE SHOWN THUS: 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36~03C0162H ZONE AE BASE FLOOD ELEVATIONS DETERMINED ZONE X AREAS DETERMINED TO BE OUTSIDE THE 02~ ANNUAL CHANCE FLOOOPLAIN 54¸ ~" S 75" A' 340 25' THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Nathan Taft Corwin III Land Surveyor PHONE (651)727-2090 OFFICES LOCATED Ar Fax (531)727-1727 P O Box 16 /v PK NAIL. SET ON PROP, PK NAIL S~ ON PROP. LINE IN BULKH~D I,g' +/- ~R UNE. CO C~ CONC NOTE: NUME~ERS scum ONE AND TWO REFER TO A 15' RIGHT OF WAY KOR FOOT AND VEHICULAR TRAFFIC FROM INDIAN NECK LANE. AS PER LI@ER 3166, PG 283. SURVEY OF DESCRIBED PROPERTY SITUATE PECONIC, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: ROY W. ARGENT LINDA ARGENT SEE MAP o CONC~£~ AREA = 6,615 S.F OR ""<k0, 152 ACRES MON + GUARANTEED TO: y R~GHT or to /V ROY W. ARGENT wxY 8~o --. LINDA ARGENT ~,CH~ONO c~m< AS ~ ~. ~ ~ PROPOSED COVERED ENTRY O ~ ~, ~ o 09 /9. 98' TAX MAP NUMBER 1000-086-06-023 ~ Pop ~ eu, .~ o~ ,' ~ 7~ ' STOOP CONCRETE ~OP 5,4' 'TAX MAP NUMBER 1000-086-06-02 AREA = 11,214 S.F OR 0.257 ACRES CONC MON S 34.0.25' ~ CONC FOUND PROPOSED COVERED ENTR~ WITH RNUNG CONC 86; 1'24"E 50.00' .ON SCALE I" =50' FLOOD ZONE DATS SHOWN HEREON ARE FROM THE FOLLOWING PANELS: MAP NUMBER 56105C0162 O 36105C0164 G MAPS ARE DATED MAY 4, 1998, NOTE: ELEVATIONS SHOWN HEREON ARE IN 1929 NGVD. SURVEYED: 12 JUNE 2006 SCALE 1"= 50' AREA = SEE LOTS GUARANTEES INDiCA TED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE nTLE COMPAN~ GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND TO DIE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEE5 ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. UNAUTHORIZED AL TERA T/ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STAT~ EDUCATION LAW. COPIES OF THiS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COP ~ 1, 04 SEP 07 SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX~ 294 NEW SUFFOLK. N.Y. 11956 No. 4g'~7,3 ,3 06Rl ADD CONTOURS, rLOO0 ZONE oara, staO [L~T~ONS, ~O~. aDom~% ~' 508 UNE SUFFOLK S.C. TAX S.C. TAX S.C. TAX SURVEY OF PROPERTY SITUATE PECONIC TOWN OF SOUTHOLD COUNTY, NEW YORK No. 1000-086-06-21 No. 1000-086-06-22 No. 1000-086-06-2,.5 SCALE 1"=,.50' JUNE 12, 2006 MAY 26, 2011 UPDATE FLOOD ZONE ~DAL WETLANDS BOUNDARIES DELINEATED BY EN-CONSULTANTS, /NC. ON SEP 24, 2008. CERTIFIED TO: ROY W, ARO/NT L1NDA ARGENT ~REA DATA S.C. TAX No, 11,214 sq. ff. 1000-86-06-21 0,257 S.C. TAX No, 5,000 sq, fi. 1000-86-06-22 0,115 ac. S.C. TAX No. 6,515 sq. H. 1000-86-06-25 0,152 TOTAL 22,829 sq. ff. 0.524 NOt. Ut 1. ELEVATIONS ARE REFERENCED TO N.A.V.D, 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~ EXISTING CONTOUR UNES ARE SHOWN THUS: 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. $6103C0162H ZONE AR: B4SE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE D.Z~ ANNUAL CHANCE FLOODPLNN. , 0,, ',~ · 5 $ - 51.54 goAD 340.25' N.Y.S, Lic. No. 50467 Nathan Taft Corwin III Land Surveyor PHONE (651)727-2090 Fax (63I)727-1727 PROPOSED NE~ D~JELLING TO REPLACE OLD ROY & LINDA ARGENT 40'-11" 7'-5" 7'-5" 7'-5" 7'-5" GIRDER 7'-7" 8'-6" 7'-7" 13'-2" 13'-2" 5'-0" 9'-7" 40'-11" FOUNDATION PLAN SCALE: 1/4" = 1'-0' PROVIBF~SX16 FLOOD/N~NT$ AS IN~ p~PLAN5 c~rCRETE SLAB TO BE A MAXIMUM OF 1'-0" BELO'~,/ FINISHED GP.,AD£ MAY 2 7 2011 BLI2G DEPT T~V,'r OF 30 ITHOLg PROPOSED NEW DWELLING TO REPLACE OLD ROY & LINDA ARGENT ~ ~' 7'-5" ,~ 7 ...... -5 7 -5 7'-5" ' 9'-5" ' ~ I Foundation ~-, I PROVIDE 8X16 FLOOD VENTS AS INDICATED ON PLANg ~0'-11" CONCR[T~ SLAB TO BE A MAXIMUM OF -0 BELO~ FINISHED GRADE FOUNDATTON PLAN SCALE: 1/4"= 1'-0' t PROPOSED NEW DWELLING TO REPLACE OLD ROY & LINDA ARGENT I o .... : I' I 'I-- --l' I 1 ,---- ..... I I' I .... ~ CONC.~TOOP [ ~' 7'-5" 7'-5" 7'-5" 7'-5" §'-3" , I 4,, i~ )" 7'-7" 8'-6" Found~tionVent 13' 2" ~ PROVIDE 8X16 FLOOD VENTS ~ AS INDICATED ON PLAN~ 13' 2" 5' 0" 26'-4" 9'-7" PER CODE 40'-11" CONCR~E SLAB TO BE A MAXIMUM OF ]'-0" BELO~ FOUNDATION PLAN tIN,SHED SCALE: 1/4" = 1'-0' /\ PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE cOYERtNG ON LEAD CONTENT BEFORE ~OOD SOLDER USED IN WATER COMPLY Wit .... " SUPPLY SYSTEM ~NNOT J ";ON UNDERWRITERS CERTIFiCA~ ,REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. ~ NOT PROCEED WITH r,'RAMING UNTIL SURVEY .. ~- OF FOUNDATION LOCATION ' ....ARGENT HOMES HAS BEEN APPROVED. "S~eci.,is~ in Custom Homes" & . . Hamptons, N.Y. - Boca Raton, FL OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY )N OF ROY ARGENT ~1 (~15 ALL CONSTRUCTiC:~ SHALL M~ET THE REQUIREMENTS OF THE CODES OF ~AfDPF~pVED A,S/VOTED 765-1802. 8AM TO : PM FOR THE FOLLOWING INSPEOTIONS: 1. FOUNDATION _ TWO REQ[JIRED FOR POURED CO~ORETE 2. ROUGH - FRAV~NG & PLUMBING 3. INSULATION 4. FINAL - CON?TRUCT~ON MUST BE OOMPLETE FOR 0.0. ALL OONSTRUOTION SHALL MEET THE REQUIREMENTS OF THE OODES OF NEW YORK STATE. NOT RESPONSIBLE )ESIGN OB 0 FOR ONSTBUOT ON E~BO~~ I '! Y P£PR; i c )-- £Fr5 pz lev 4 P/1)(,.13 VIItvT ~e R-tq /}xo.t. 0/6'0 c, P.,4 5, GENEf AL NOTE5 CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building peactice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and e weatherproof comp~tad product 2). The General Contractor is responsible for ensud~g that alt work and construction meats cun'ent federal, state, county and local codes, ordinances and regulations, etc. These codes ere to be considered as pert of the specifications for this building and should be adhered to even if in vadance with the plan. ~). Dimensions shall take precedent over scaled drawings DO NOT SCALE DRAWINGS). ). The designer has not been engaged for construction supervision and assumes no r~uponsibility for consh'uctJon coordinating with these plans, not respensibllity for censtmctlon means, ~, techniques, sequences, or procedures, or for esfety pracauttons end programs in connection with the wort(. There sre no warranties for a specific use expmased or implied in the use of these plans. · Refer to the win(tow and Door schedule for exterior openings. · The General Contractor is to ensure that mason~ er prefabractod fireplaces meets exceeds manutaofura's sdeciflcafions and applicable codes. ?). The General Contractor is to consult with the owner fer all built.in items ~uch aa bco/~aees, shelving, pet~, do~ts, idms, etc. ~). Wind load requirements shall be taken into account dudng construction. FOUNDATION NOTES: · The General Coofnlctor and Mason to review plans, elevations, details and notes to ;deten~ine intended heights of rmlahad ltoor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2- expansion joint material beta,~m conoreta slabs and abutting ¢onoreta or masonry walls ocuudng in extaclor or unheated interior areas1 4), ~ ~ concrete wst~ being attached to existing concrata structure shall be ir~taltad wilh #4 m-bar, 18' idng at 12' D.C.. Use approved apox3, for installation. 5). Unta'se otherwise noted, all debs ori grade to be 2500 p.a.i.. Ceecmta to be poured on 4 inch thick ~ or gravel ltll with 6x6 wire mesh roioforcing. Interior slabs to de minimum 3-1/2 inch thick. All fill to be compacted to 95% mtsltve density with 6- maximum tiff~ (tay~s). 6). Crawl spaces to be f:~'ovlded with a minimum 18'x24" access opening. Install one 8xlS cast iron founde~on vent for eve~ 150 sq. fi. of area. 7). Dampproof exterior of foundation with bituminous coating as per sacflon R406 of N.Y.S. Residential ConstrucSon Code. A 6-mil pol~ethytane film shall be applied over the below grade portion of extedor walls p~3r to beckffiilng. 8). Dralnege as per section R405 of NY.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques end methods as prasudptive design of 1995 SBC High Wind Edltton Wood Framing Ceestmctlon Manual. 2). Unless othen'~sa nofl~l, all framing and structural wood material to be #2 + BTR. D~Jgtsa Fir. 3). Floors, wails, eailirlgs and rafters to be spaced at 16 inches D.C. unless noted ~-), Unless ofhe~viee noted, bll bearing wall heedem to be (2) 2xi0 #2 + BTR Doug. Fir. Sleeting well headers to have (2) Jack studs and (2) full length studs on eac~ aide of all 3dartings. LVL headers to have (3) jack studs and (2) full tanglh studs on each side of )penthge. Beadng wall window sills cheil also have (2) window sill plates for 2x4 wall :)dartings between 4'1 and 6'0 and 2)(6 wall Openings beb~esn 5'11 and 8'9. Provide fire lnd blocking where applicable. · Ail ltuah beam~/heedets to be installed with heavy duty galvinized hangers arid enchom where eopticable to ell coflnscting joists. 6). Doubts up ttoor joists under walls that mn parallel to the itoor joist and under bathtubs. F~oora to have ceramic tile installed sllell be verified fo~ pruper load capacity unless not. ed on plans. 7). Provide 2 * 1-314" thick microtams ( height to match §oor joists) around stairwell end/er other access openings unless othen~lsa n~ed (typical). 8). Dormers running up roof raftaro are to be supposed by double rafters on either side where applicable untsas ofhem~se norad. 9). Provide blocking/bf`idging in itoor jolts at 8'0 D.C.. Use solid blocking in floor joists under ail bearing walls. 10). Provide iosutafion baffles at eava vents between rafters. Install dratt blocking as 11). Unless othe~sa noted, all roofs and walls to have a minimum 1/2' thick, 4-ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless othelwias noted usa 3/4" thick T&G PTS Fir er A~vantach plywood subltoor adhered with PL400 adhesive and screwed to floor joists. Finished ftoer to be installed ~ver aubfloor es per menutactu~is instructions. 13). Ail bathroom walls to have 1/2' thick moistura-reststant sheetrock. Ga'ege walls and ceilings and over furnace to have 5/8' thick type-x sheetrock. All other parts of building to have regular 1/2' sheetrock. All walls to be taped and finished. 14). All roof with a pttch less then 4:12 shall be instatied with an Ice & Water bamer or approved equal. Flat roofs shall be applied ~ a Fioerglas base sheet with sn EPDM ~ down type matahal Over, 16). Ail sill plates and wood in ceetaot with concrete to be pressure treated Sill plates to 3e installed with a foam sill gasket and cop-r-tax termite shield or approved equal WIND FRAMING NOTES 1) RIDGE-TO-RAFTER ASSEMBLY: 1-1/4' x 20 gauge strap shall be atlached to each pair of rafters in accordance to table 3.4. Nhen a collar tie is used in leu of s ridge strap, the number of 10d common nails required n each and of the ccttar tie need not exceed the tabulated number of 8¢1 nails in the strap i2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shsil be in acoo~lance to table 3.3. When a rafter or truss do no( fall in line with studs below, rafters or trusses shall be attached to the wail top plate and the wall top plate shall be attached to the to the wall stud with uplift connactions. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c~ 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in acuordence with table 3.3b When waft studs above do not fall in line with studs below, ~he studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate ~ uplift conneclors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade, 15 inches in masortry block fonndations, or tap~ under the plate and nailed in accordance with table 3.3b. When stesi straps ere lapped under the bottom plata, 3 inch square washes shall be used with the anchor bolts. Anchor be~t spacing is to be spaced and sized in accordance to table 3.2a, In addition to spacing, anchor bolts are to be spaced be{wean 6-12 inches from the end of a sill plate and all 5). TYPE I EXTERIOR SHEAR~NALL CONNECTIONS: Type I exterior shear walls wt~ a minimum of 7/16 inch wood sb'uctural penal on the exterior attached with 8d commoo nsila at 6' D.C. at the pen~ edges and 12- D.C. in the tietd, end I/2 inch gypsum wallboard on the interior attached w~h 5¢1 cooler calla et 7' D.C. at panel edges ~ 10" o.c. in the field shall be in accordence with the length requimmenta sbec~ed in table 3.15a-b. 6). TYPE ti EXTERIOR SHEARWALL CONNECTIONS: Type ti exterior sileen#alls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: NIowabta sidewall tsnglhs provided in table 3.14 shall be pe~nitted to be increased when interior sheaf'walls ara used. Shaathlng and connections shall be in accordenco with 2.4.4.2 and 2.2.4 rasbechvely. B). CONNECTIONS AROUND EXTERIGR WALL OPENINGS: Header end/or girder cennactions shall he attached with uplift connections in accordance with table 3.5. W~ldow sill ~ shall be have staet ¢onoectors in accordance with ta~la 3.5. S). CATHEDRAL CEILING ASBEMBLY: inhere a ridge is to be used as a sb'uofural beam, the raftam shall e~er be notched and · lchorod on top of the beam or elope coanestors shall be attached to each raf~r-to-ddge ,,long ~e open ceiling pat of the building. Cormactions to the ridge and wall shell be be DECK AND COVERED PORCH NOTES: I). Unless ofhenvisa noted, all framing material fo be #1 ACQ pmasura treated lumber NI fasteners, hangers and anchom to be gstvinized or stainless ~tael. ~). Girdem fer deck joista to be Ix~ted to each post with washam and nuta. ~irdms on com:rota piers shall be anchored wi~ proper steel connecto~ anchored nto conorate with a minimum 1/2' die x 7' long anchor bolt with washers and nuts. 3). Posts supgeding girders shall be anchored to a 1Z'x12'x12' thick concrete footing. Use a minimum 1/2' dla x 7' long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12' dia. concrata piers for the girders. 4). Deck jotsts to have btocldng at 8'0 o.c.. 5). A minimum of 10 inch stashing shall be installed behveen the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with wasbera and nuts where needed. 6). Cooc~te piers shall be a minimum 6" above grade. 7). Ail joists to be supported with hangers end anchors. Each Joist shall also be anchored to girder(s). 8}. Covered Roofs shall be assembled and anchored the same manner as a typical building, PLUMBING NOTES 1), All water supply, drainage and venting to be installed aa per N,Y.S, Residential Constn.~ion Code. 2). Vel'fly septic system with the Engineer for Suffolk County Hselttl Dopartment approval, 3). If wall studs, plates or joists ara cut out dudng instaltation for any plumbing related work, provide adequate bracing and plates to protect and sacure the elruc~ra. Vedfy with the state code and manufacture's recommendation for maximum hole size and spacing permitted HVAC SYSTEM NOTES 1). Mechanical subcontractor is raslxmsible for adheadng to all applicable codes end safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and reduimments with the ~qulpment supplier. 3). HVAC subconflacter to provide rmal system layout drawing and submit it to the General 0ontractor and owner fo~ final review and approval. ELECTRICAL NOTES: . NI electrical to be installed es per N.Y.S. Residential ConsthJCfion Code 2). Ail electrical work shell be approved by a qualified Unden#fiter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of NY.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMIN_G: JOINT DESCRIPTION NAIL NAIL NOTES QTY, ;PACING RAFTER TO 8' W,~LL: 3-8d COMMON ' EACH rOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8(I COMMON EACH rOE-NAIL TO TOP pLATE 10' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM - aBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTIT!ONWFCM - SBC LAP NAIL COLLAR TtE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8¢1 COMMON END NAiL RIM BOARD EACH END TO RAFTER 2 - 16¢1 COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS ~. - 16¢:1 COMMON EA. SIDE NAIL STUD TO 2 - 16¢1 COMMON 24' FACE STUD D.C. NAiL HEADER TO 16- D.C. FACE HEADER 16(I COMMONALONG EDGES NAiL TOP OR BO'rTOM ~ - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2~6 STUD NAiL BOTI'OM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIS~ ~ - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING FLOOR FRAMING: JOINT DESCRIPTION NAiL NAIL QTY. SPACING NOTES JOIST TO: PER TOE ~SILL, TOP PLATE OR GIRDER 4- 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8(I COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8¢1 COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE3 - 16d COMMON BLOCK NAiL LEDGER STRIP EACH FACE TO BF. NM 3 - 16d COMMONJOISTNAIL JOIST ON LEDGER 3 - 8(I COMMONPER TOE TO BEAM JOISTNAIL BAND JOIST PER END TO JOIST 3 - 16d COMMONJOISTNAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2 - 16d COMMOkFOOT SEE NOTE: 1 ROOF SHEATI- lNG: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANEL8(I~S PER TABLE 3.8 WFOM - SBC CEILING SHEATHING: JO,NTDESCRI.T,ON SPA%G GYPSUM ...... I 7" D.C. EDGE I WALLBOARD o(3 uuut.~.m~110- O,C. FIELDI WALL SHEATHING: ~OINT DESCRIPTiON NAIL NAIL QTY. SPACING STRUCTURAL ~S PER TABLE 3.9 PANELS 8d COMMONWFCM - SBC 7116' OSB 6d COMMON3" D.C. EDGE PLYWOOD 6' D.C. FIELD GYPSUM 7" D.C. EDGE WALLBOARD 5(:1 COOLERS 10' O.C. FIELD FLOOR SHEATHING: NAIL NAIL JOINT DESCRIPTIONQTY. SPACING STRUCTURAL PANELS ..... ^,,I 6" D.C. EDGE [ 1' OR LESS co ~"JMMr~nI12- D.C. F ELDJ THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing reguflamunts are based on wall sheathing nailed 6' on. center at the panel edge. If wall sheathing is nailed 3' on-center st the pensl edge to obtain higher shear capecltlas, nailing requirements for struofural membera shall be doubled, ot altamata conoeofors, such as shaer plates, shall be used to maintain load path. 2). When wall sheathing is continuous over cormected members,the tabulated number Of nails shall be permitted to be reduced to1 - 16d nail per foot. PLaN CONTENTS: C)CCUPANC¥ C. LA,~,51FICATiON R3 R[~sIp~NTIA~- ~,JI[..~INO US~ RES~D~T~AL D~ING ~I~IN~ 'TOTAL ~. FT. OF =RE~CRIPTIME A5 P~ N.T.~. RE~D~TIAL ~ON~TION CODE AND DESIGN CRIT~IA 1~55 ~C NIGH ~ ~ITION. ~ ~NE CONSTR~TION H~NUAL F~ ~T5 A~ P~ FLOO~ P~NS. CROS~ SECTION AND G~AL NOTE~ ~T. ~ALCONI~ DEC~ 40 ATTIC6 m/ 6T~AGE DESIGN LO~D C~LATION~ RO~ (~ND ~N~ LOAD) (LFME LO~ P~F) ~ (OTH~ THAN ~ING) ~T~I~ ~[~ (~NY ~I~ECTION) ~0 (~ - ~ATION) ~AIL P~E ~ ~ NOTE N~ILIN~ ~LE ~ ~AL NO~ PA~E ~E~ ~ FLOR PLAN~ AND ~1~ ~H~E FIRE ~O~CTION FL~ ~ DESIGN N/A - 6TABARD ~TIC~ ~AME CONS~TION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTERICESHIELD SNOW SPEEDDESIGN NEATHERINGUNE TERMITE DECAY DESIGNUNDERLAYMEN1FLOOD HAZARDS LOAD (MPt'I) CATEGORY DEPTH TEMP. REQUIRED MODERATE SUGHT TO 1'1 NONE 45 LBS. 120 B SEVERE 3 FT. TO HEAVYMODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING k~lL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE ~d COMMON ~ 6' O.C 8(I COMMON ~ 6' D.C. SEE NOTES: 1,3 INTERIOR ZONE ~1 COMMON ~ 6' O.C 8d COMMON {~ 12' D.C. SEE NOTES: 1 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS ~d COMMON {~ 4' O.C 8d COMMON {~ 4' D.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 ). Fei roof shee~ing wi~in 4 feet of the perimeter edge of ~e roof, including 4 feet on each side of the roof peak, the 4 kx~ perimeter edge zone attachments required shall be used, 2). Tapuletad 12 inch D.C. nail spacing assumes sheathing attached to rafter /tmas framing members with G>0.49. For framing members with <0.42<G<0.49, the nail apacthg shstl be reduced to 6 inches D.C. 3). Tabulated 4 inch D.C. nail spacing assurnea sheathing to rafter I truss flaming membe~ with G>0.49. For flaming membem with 0.42<G<O.49, the nail spacing shall be reduced to 3 inches D.C. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE ~d COMMON ~ 6- D.C. 8d COMMON {~ 1 2' D.C. gEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE !8(I COMMON ~ 6" D.C. 8(I COMMON I~ 12" D.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTiONED IN SCHEDULE NOTES ONLY. 1 ). For wall sheathing within 4 feat of the comers, ~he 4 foot edge zone attachment requirernenta shall he used. 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to stud framing members with G>0.49. For flaming membe~ with 0.42<G<, the nail spacings shall be reduced to 6 inches D.C. 3). For exterior panel aiding, gsivinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 30008 CAPACITY. 1). PROVIDE 5/8# TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ~c%lon ~O2.S - FIRE. LOCkING Flra/olocklnoj shall be ~'ovld,~ ~ cut off all conc.~al~:;i ~drart op~nlncJe Cooth Yelrtlca[ a~l hoflzon*.al) uelnc~ pa'allwl r~ of' e~.ucls or s~a~ere*cI stunts. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U6E THE F~LLO[LIING APPROVE[::) U6P METAL CONNECTOR5 FOR PROPER U~IND RE616T~NT 4 GOOD CON6TRUCTION. F-~LLO[iJ MANUFACTURE'6 RECOMMENIDF-JD IN6TALLATION IN6TRUCTION6 TO ~C. HIE~'E MAXIMUM UPLIFT LO,ID C~P~CIT¥. i /CHIMNEY AS REQUIRED IN~4~O,C. ACTI~ ~TO ROOF ~T[~TION / ~RB~NGW~DH~ERS ~ HING ~S C~ERS, ~ / ~ ~ ~ E~NDS UN~R ~HING~S AT ~RI~ ~ R~FING ~AYF~"O ;. · v mNC.~e. . ANCHOR BOLT CONNECTION USE W~H 3~ SQUARE WASHERS SIDES L_ ~C~ SPACE OR FOU~ll 1 STaY ~IC~ C~C. F~NDAT~N. ~Y ~TERS SILL ~ TO FOU~ATI~ 2 STORES ~' ~ ~TE~ / ~OTTO~ ~EARING tS~E) 1-2 STORIES REINFORCE FOOTING WITH (2) ~ REINFORCING BA~. ~ ~ ~L~T ~EAM POC~ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS L~E Tide FOLLOII]iNG C~ AF:'F:~OYED UE~ PIETA ~TAIR RAILING CONNECTOR6 F~ f=~C~aER LUIND REEHSTANT CON6TRLICTION. FOLLOUJ MANUFACTURE'6 RECOMMENDEC> IN~TALL.ATION INSTRUCTION~ TO ACWIEVE MAXIMUM UPLIFT LOAD HANDRAIL CONNECTION CRIPPLE STIJ~ -- RIDGE RIDGE-TO-RAFTER CONNECTION RAFTER RAFTER-TO-LEDGER CONNECTION KING STUDS :UPPLE STIJ~ HEADER JACK STUDS HEADER-TO-POST/STUD QONNECTION TOP PLAT WALL STUD RAFTER TO PLATE/STUD CONNECTION RAFTER WALL STUE RAFTER TO PLATE/STUD CONNECTION POST . RIM/DECK JOIS~-~ POST-TO-DECK CONNECTION C~EC.K./PORCW RAILING SPLICED JOISTS OVER HEADER/GIRDER ~oz~r TO GIRDER/HEADEP POST-TO-GIRDER/HEADER CONNECTION · x6 SOUD COLUt, IN PgS~ / PBS~6 / KC~IPOET CAP ANOIOR NagLy TO EN~ COUJMN POST-TO-GIRDER/HEADER CONNECTION WOOD JOIST GIRDER/HEADER WOO0 JOIST CEILING JOIST TO BLDG. CONNECTION DECK/PORCH LEDGER CONNECTION FLUSH JOISTS WITH HEADER/GIRDER BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER GIRDE~ CONCRETE PIE~ HEADER/GIRDER-TO-pOST CONNECTION LOCA~ON USP NUNBER OESOUPT/O~ ~ APPLICATION l(3) BEN4SJPAU~ O~ WE~IPOST / ~r. N4 ANC~IA~Y TO EA~ PIERI POST DECK POST FTG. CONNECTION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ~.ou.o W~D ~.S.~ ~W. =.~ ~.OST ~.r~ ~E~,,~LD SNOW SPEED DE~GR THE UNE TERMITEDECAY DESJ~N UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY D~FTH TEMP. REQUIREDHAZARDS DECK AND COVERED PORCH NOTES: NAILING SCHEDULE ROOF SHEATHING: ROOF FRAMING: WALL FRAMING: NAJL NAiL NOTES JOINT DESCRIPTIONQTY. SPACING DECK FRAMING: PROPOSED NEW DWELLING TO REPLACE OLD ROY & LINDA ARGENT · Lr~ I pJ '~ SH ,WER 2 2 C IcO SLOPE" 1/4" PER FOOT PITCH TO DRAIN HOUSE TRAP ----'---II 3" ~T~-~'~ TO APROVED SEPTIC SYSTEM PLUMBING SCHEMATIC "1 ,,./ i ~_1