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34882-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34700 Date: 11/22/10 THIS CERTIFIES that the building NEW DWELLING Location of Property: 840 NORTHFIELD LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 71 Block 1 Lot 19 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 21, 2009 pursuant to which Building Permit No_ 34882-Z dated JULY 21, 2009 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 DECK, COVERED ENTRY AND TWO CAR GARAGE UNDER AS APPLIED FOR. The certificate is issued to BRUNO & NIDIA FRANKOLA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0071 11/03/10 ELECTRICAL CERTIFICATE NO. 34882 10/04/10 PLUMBERS CERTIFICATION DATED 09/28/10 CRAIG KENNY //t oriz Sign6ture Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34882 Z Date JULY 21, 2009 Permission is hereby granted to: BRUNO & WF FRANKOLA PO BOX 1314 SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER DEC & TRUSTEES W/ FLOOD PERMIT. REPLACES EXPIRED BP # 33128 at premises located at 840 NORTHFIELD LA SOUTHOLD County Tax Map No. 473889 Section 071 Block 0001 Lot No. 019 pursuant to application dated JULY 21, 2009 and approved by the Building Inspector to expire on JANUARY 21, 2011. Fee $ 1, 691. 60 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33128 Z Date MAY 22 , 2007 Permission is hereby granted to: BRUNO & WF FRANKOLA PO BOX 1314 SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER DEC AND TRUSTEES WITH FLOOD PERMIT. at premises located at 840 NORTHFIELD LA SOUTHOLD County Tax Map No. 473889 Section 071 Block 0001 Lot No. 019 pursuant to application dated OCTOBER 11, 2006 and approved by the Building Inspector to expire on NOVEMBER 22 , 2008 . Fee $ 1, 691 . 60 7Auth zed Si nature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 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: l. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building $100.0.0 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. V New Construction: Old or Pre-existing Building: (check one) Location of Property: . - fQ I D KPH Cf t° House No. Street Hamlet Owner or Owners of Property: T) (y D Ljj Suffolk County Tax Map No 1000, Section 71 Block / Lot Iq Subdivision Filed Map. Lot: Permit No. $ Date of Permit. 7` Z/— C Applicant:_ f4fP (�c� Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ rj mho� a 4 L Applicant Signature SO�l�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N 'hc Fax(631)765-9502 P.O.Box 1179 • �OQ roper.riche rt(CD-town.southo Id.ny.us Southold,NY 11971-0959 Q �y�0UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bruno Frankola Address: 840 Northfield La City: Southold St: NY Zip: 11971 Building Permit#: SySS11\ 33128 Section: 71 Block: 1 Lot: 19 2 -C WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built-whole house DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat 1-oil Duplec Recpt 48 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 11 Smoke Detectors 6 Main Panel 1 A/C Condenser._. 2 Single Recpt Recessed Fixtures 34 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt 50a Fluorescent Fixture 5 Pumps Transformer Appliances N43 Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 1-20 Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: Notes: 200a overhead service,4 paddle fans,4 exhaust fans Inspector Signature: =2Date: Oct 4 2010 81-Cert Electrical Compliance Form pF SQUr�,o Town HaU Arutcx ~' T'ctephoac(631)76S•1 ttU2 54375 Mein Road Pax(631)765-9502 P.Q.Box 1179 G � Soudiold.New York 1197i-0959 BUIGLD1NG DEPARTMF,N'T TOWN OF SOUTDOLD CN.RTIV(CATION Date: q Building Pcm1it No_ I.zS 7— owner., l lLJ v ,0j1LCjL6-r (Please print) - (Picase print) 1 catit lead. y that the snider usal in the watch supply system contains less than 2/10 of I% (P u � rs Signatar�) Sworn to before me thu day of_ - 2010 ENotary NY.M GARRIS c -Stat®of New York 1GA6184320 In Suffolk Co my n Expires Notary Public, Su l kCounty E•d de2 :90 01 OE inr 21- � OF SO(/l cOON('1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Ze-.L DATE INSPECTOR �oF sours hog TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS. /Jc) DATE INSPECTOR 3 '3 l o��OF So[/l�o! oourm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: S, Gr DATE INSPECTOR hO��OF SO(/Tyo�o Courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:—,A 4 /--P� vl-- u r .� r DATE ! °2 ^ INSPECTOR pF SOUTyolo cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ AFRAMING STRAPPIN: [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS. DATE INSPECTOR pF SO(/lyolo �o cOUNiY,� Q TOWN O SOIJTHOLD BU1L G DEPT. 765-1802 --- O N [ ] FOUNDATION 1ST V .'OUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION I [ ] FIRE RESISTANT CRNSTRUCTION [ ] FIRE RESISTANT PENETRATION f�✓� REMARKS: DATE # INSPECTOR 3 �F� pF SObjy� CAR cou I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RES CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r iEMAR 13 a V oll DATE6Zk—ZCe:5? INSPECTOR ` �o� ono # # F �— �c/ G � COUM4,Ncc� TOWN OF SOUTHOLD ILDING DEPT. 65-1802 INS ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION r REMARKS.. �-� ti r DATE INSPECTOR rsE SO(/r�o� epu TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: OK DATE �� t° INSPECTOR � ' PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL: 631.765.2954 FAX: 631.614.3516 • e-mail:joseph@fischetti.com Date: June 13, 2008 Reference: 840 Northfield Lane Southold Building Dept PO Box 1179 Southold, NY 11971 Dear Sir, We have completed an inspection for insulation for the above referenced new construction for Building Permit 331282. A certification letter was given to the Builder. Please be advised due to new circumstances I am withdrawing the certification for the installed insulation. I would please request that you do not use that certification letter dated April 21 2008. If circumstances are revised I will issue a new certification letter. Thank you very much for your help in this matter. ery truly yours � Q c CIP o ep ischetti, PE 0 t►� ti NO, St3`�' Jr J I __.._.....-- ..... MEMFORM.d. BOARD E-NC31NE'ER PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 FAX: 631.614.3516 • e-mail:joseph@fischetti.com Date: September 9, 2008 Reference: Bld Permit#331282 Building Inspector Southold Building Dept PO Box 1179 Southold, NY 11971 Dear Sir, The problems have been resolved with insulation at 840 Northfield Lane as referenced by the above Building Permit. I certify to the best of my knowledge that the insulation has been installed in accordance with the sub 'tted architectural plans and in accordance New York State codes. This letter supersedes any artier le ters. Thank You. Qf NEyr�4 .; air Jose'"�a... 's'='� , PE f1 ;T � � C SEP 1 2008 I 3urv- )E n-1. Dammcmd B01'A'RD CERTIFIED STROCTORht_ENGINEER FIELD INSPECTION REPORT DATE I COMMENTS F�4 N FOUNDATION(IST) ------------------------------------- / c _ FOUNDATION(2ND) _ I L z ch ROUGH FRAMING& 1 y PLUMBING c INSULATION PER N.Y. y STATE ENERGY CODE c.L. V , d(491 L 3\ _ FINAL 15-1 ADDITIONAL EN O z m 6ZZ 3 / U 0 z Q � Q � y `b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health X SOUTHOLD,NY 11971 4 sets of Building Plans X TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey X www.northfork.net/Southold/PERMIT NO,33 I942-- Check X Septic Form N.Y.S.D.E.C. X Trustees X Examined � 20� Contact: Approved 20 Mail to: Suffolk Environ.Consulting,Inc. Disapproved a/c _- P.O.Box 2003,Bridgebampton,NY 11932 Phone:(631)537—5160 Expiration ' '-,20' pe or APPLICATION FOR BUILDING 1 ^Ji'ri O L9 Date INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 applicab Laws, ces or Regulations,for the construction of buildings,additions,or alterations or for rem r demolitio herei d 'bed.The applicant agrees to comply with all applicable laws,ordinances,building code,hous' code, d regulatio ,and to authorized inspectors on premises and in building for necessary inspections. ature of apifticanf or name,if a corporation) P.O.Box 2003.Bridgehampton.NY 11932 (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 BRUNO FRANKOLA (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1.Location of land on which proposed work will be done: 840 Northfield Lane House Number Street Hamlet County Tax Map No.1000 Section 071 Block 01 Lot 019 Subdivision N/A Filed Map No N/A Lot N/A (Name) 2.State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.Existing use and occupancy Vacant Lot b.Intended use and occupancy Residential Dwelling w/related appurtenances. 3.Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4.Estimated Cost $200,000 f Fee (To be paid on filing this application) 5.If dwelling,number of dwelling units One CIJ Number of dwelling units on each floor N/A If garage,number of cars(below ground)two cars 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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions:Front Rear Depth Height Number of Stories 8.Dimensions of entire new construction:Front 40.0'f Rear 40.0'f Depth 27.5'f Height <32.0' Number of Stories Two(2) 9.Size of lot:Front 180.12'f Rear 211.0'f Depth 174.44'f(max.) 10.Date of Purchase January 29,1971 Name of Former Owner SAYRE � 11.Zone or use district in which premises are situated Residential Zone 1 �� 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X - 1/4 13.Will lot be re-graded?YES—NO X Will excess fill be removed from premises?YES—NO X 14.Names of Owner of premises BRUNO FRANKOLA Address 275 Old Mill Road,Manhasset,NY 11030 Phone Name of Architect PENNY LUMBER Address Main Road:GReVMTL NY 11W Phone No (.631)477—0400 Name of Contractor N/A Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X NO / *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES X NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK BRUCE A.ANDERSON—Suffolk Environmental Consulting,Inc.being duly swom,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 ). /(JTzI day of 2006 Notary Public Signature of Applicant ryaucoeNotaPbli f Nw York 59 Qualified in ISufffo Suffolk Commission Expires January 22, 2007 Board Of Southold Town Trustees \ >' SOUTHOLD, NEW YORK `. j: �`G�Q V ! / .. . :Sep .......2, 2004 PERMIT NO. ... .. ...... ... .. DATE BRUNU ANKO-LA « ISSUEDTO ............................FR........................................................................................................... t lion Pursuant to the provisions of Chapter 615 of the Laws of the.State of New York, 1893; and Chapter 404 of the Laws of the •� State of New York 1952; and the Southold Town Ordinance en- titled . REGULATING AND THE PLACING OF OBSTRUCTIONS ,F '3- IN AND ON TOWN WATERS AND PUBLIC LANDS and--the D GRAVEL-OR OTHER MATERIALS.-FROM REMOVAL OF SAND LANDS .UNDER TOWN'WATERS;'•...'. and in accordance with 'the Se t. •22, Resolution of The Board adopted at a meeting held on ........ .::..,,,.......... !` 2004 ............. and in consideration of the sum of $..2 50.0 0 paid by �.r Bnuno Fnank.ota .... ...... Manha z e t N. Y. and. subject to, the of ........................................................................ Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: y: Wetland Permit to const_uct a single-family* dwelling and s'anitar L isystem, with the condition drywells & gutters are installed to 1. tcontain the roof run-off,a row of staked haybales is placed down • along the non-disturbance buffer before construction, and all as all in accordance with the detailed specifications as presented in the originating application. depicted' on the survey prepared by J John T. Metzger last dated February 1, 2005. IN WITNESS WHEREOF, The said Board of Trustees hare- IN by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board .as of this date. • ��� O��FF��CD a > . �AN ` Aaie Foster ` J � -- � s James F.King,President �tOF SU(/ryD Town Hall Jill M. Doherty,Vice-President 53095 Route 25 P.O.Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen G • �Q Telephone(631) 765-1892 John HolzapfelO Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 23, 2006 Mr. Matt D. Ivans Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: BRUNO FRANKOLA NORTHFIELD RD., SOUTHOLD SCTM#71-1-19 Dear Mr. Liegey: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 23, 2006: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Permit#5999, as issued on September 22, 2004. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, C; Jame . King Presi ent, Board of TrAtees JFK:Ims Jill M.Doherty,President �Z� so��� Town Hall Annex James F. King,Vice-President ,�0� ®�® 54375 Main Road Dave Bergen P.O.Box 1179 Southold,New York 11971-0959 Bob Ghosio,Jr. John Bredemeyer ® �® Telephone(631) 765-1892 �1�-P®U ,� Fax(631) 765-6641 D EC EE VE ]BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOV 8 2010 TOWN OF SOUTHOLD #0539C Date: May 13, 2010 THIS CER') RFE ES that the new single family dwelling new sanitary system, mitters, leaders to dr Eells gravel driveway, four(4) retaining walls two (2) sets of stairs, a French drain an 8'x16' rear deck with stairs a 5' wide walkway to front door, and maintaining the Non- Disturbance Buffer area as depicted on the survey prepared by John Metzger of Peconic Surveyors last dated June 5, 2008 At 840 Northfield Lane Southold,New York SuffoRk County Tax Map# 71-1-19 Conforms to the applications fora Trustees Permit heretofore filed in this office Dated 4/30/04 pursuant to which Trustees Wetland Permit# 5999 Dated 9/22/04 was issued and Amended on 4/18/07, and Amended again on 6/18/08,.and Amended again on 11/19/08 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 new single family dwelling new sanitary system gutters, leaders to drywells travel driveway, four(4) retaining walls two (2) sets of stairs a French drain, an 8'x 16' rear deck with stairs a 5' wide walkway to front door, and maintaining the Non Disturbance Buffer area as ducted on the survey prepared by John Metzger of Peconic Surveyors last dated June 5, 2008 The certificate is issued to BRUNO FRANKOLA owner of the aforesaid property. PA ' Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY@Stony Brook; 50 Circle Road; Stony Brook NY 11790-3409 Phone: (631)444-0365 - FAX: (631)444-0360 Website: www.dec.state.ny.us Denise M.Sheehan Commissioner PERMIT MODIFICATION Mr. Bruno Frankola January 17, 2007 275 Old Mill Road Manhasset NY 11030 NYSDEC #1-4738-03354/00001 Frankola Property 840 Northfield Lane Southold NY SCTM# 1000-71-1-19 Permit Expiration: 3/27/2011 Dear Permittee: Your recent request to modify the above permit has been reviewed pursuant to 6 NYCRR Part 621 (Uniform Procedures Regulations). It has been determined that the proposed modification will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is modified to authorize: The placement of forty (40) cubic yards of clean fill and the installation of four (4) retaining walls and three (3) sets of stairs. All work shall be performed in accordance with the survey prepared by John T. Metzger last revised on 12/21/06, and stamped NYSDEC approved on 1/17/07. This letter is a modification to the original permit, and as such, shall be available at the job site whenever authorized work is_,in progress.. All other terms and conditions remain as written i I n rely, Jo ie and Deputy Regional Permit Administrator cc: Suffolk Environmental Consulting, Inc. Marine Habitat Protection file New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY@Stony Brook; 50 Circle Road; Stony Brook NY 11790-3409 Phone: (631).444-0365 • FAX: (631)444-0360 Website: www.dec.state.ny.us Alexander B.Grannis . Comm ssioner PERMIT MODIFICATION#2 June 4, 2007 Mr. Bruno Frankola NYSDEC #1-4738-03354/00001. 275 Old Mill Road Frankola Property Manhasset NY 11030 840 Northfield Lane Southold NY SCTM# 1000-71-1-19 . Permit Expiration: 3/27/2011 Dear Permittee: _ Your recent request to modify the above permit has been reviewed pursuant to 6 NYCRR Part 621 (Uniform Procedures Regulations). It has been determined that the proposed modification will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is modified to authorize: Elimination of one of the two rear steps to the dwelling; installation of a French drain and drywell; plant Baccharis halimifolia(groundsel bush). All work shall be performed in accordance with the plans prepared by John T. Metzger last revised on 4/17/07 (sheet 1 of 2), and Suffolk Environmental Consulting, Inc. on 4/24/07 (sheet 2 of 2), both stamped NYSDEC approved on June 4, 2007. This letter is a modification to the original permit, and as such, shall be available at the job site whenever authorized work is in progress. All other tex rm:s and cor:diticns i emain as.w—itte in the or' a permit. 'm ely, r A. Wieland Deputy Regional Permit Administrator cc: Marine Habitat Protection Suffolk Environmental Consulting, Inc. file � NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'DEC PERMIT NUMBER Am EFFECTIVE DATE 1-4738-03354/00001 March 28,2006 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental Conservation Law March 27,2011 TYPE OF PERMIT ■New ❑ Renewal ❑ Modification ❑Permit to Construct ❑ Permit to Operate I I ❑ Article 15,Title 5: Protection of ❑ 6NYCRR 608:Water Quality ❑ Article 27,Title 7;6NYCRR Waters Certification 360: Solid Waste Management ❑ Article 15,Title 15:Water ❑ Article 17,Titles 7,8: SPDES ❑ Article 27,Title 9;6NYCRR Supply 373: Hazardous Waste Management ❑ Article 19:Air Pollution ❑ Article 15,Title 15:Water Control ❑ Article 34',Coastal Erosion Transport Management ❑ Article 23,Title 27: Mined Land ❑ Article 15,Title 15: Long Reclamation ❑ Article 36: Floodplain Island Wells Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27:Wild, ❑ Articles 1,3, 17, 19,27,37; Scenic and Recreational Rivers ■ Article 25:Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Bruno Frankola (914)666-7000 ADDRESS OF PERMITTEE 275 Old Mill Road, Manhasset NY 11030 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Suffolk Environmental Consulting, Inc., P.O. Box 2003, Brid eham ton NY 11932-2003 631 537-5160 NAME AND ADDRESS OF PROJECT/FACILITY Frankola Property, 840.Northfield Lane, Southold NY LOCATION OF PROJECT/FACILITY SCTM#1000-71-1-19 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Southold Bay Tidal Wetlands E:717.8 N:4547.5 Description of Authorized Activity Construct a single family dwelling, sanitary system, pervious driveway, and public water service. All work shall be performed in accordance with the survey prepared by John T. Metzger last revised on 2/1/05, and stamped NYSDEC approved on 3/28/06. By acceptance of this permit,the permi.ttee-agrees•that the permit is contingent upon strict compliance with the ECL,all applicable regulations,the General Conditions 5peclfie(see pages 2-4)and any-,O�pecial Conditions included as part of this permit. PERMIT ADMINI �RAOR: ADDRESS Bldg.#40,SUNY,Stony Broo NY 11790-2356 John A.W 4n P) gAUTHO 1 ,ED •IGNATU DATE Page 1 of 4 March 28,2006 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. Necessary erosion control measures i.e., haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until thick vegetative cover is established. 3. Roof runoff shall be directed to drywells a minimum of 100 feet landward of the tidal wetland boundary for immediate on-site recharge. 4. All fill shall consist of "clean" sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 5. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 6. Driveways and parking areas shall be constructed of pervious material. 7. Roads, driveways, and/or parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 8. Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 9. All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration,whichever comes first. The approved methodologies are as follows: a. stabilization of the entire disturbed area with appropriate vegetation (grasses, etc.). 10. If seeding is impracticable due to the time of year,a temporary mulch must be applied and final seeding performed at the earliest opportunity when weather conditions favor germination and growth, but not more than six months after project completion. 11. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 12. Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. DEC PERMIT NUMBER PAGE 2 OF 4 1-4738-03354/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees,and agents("DEC")for all claims,suits, actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the pein ittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims,suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits. The permittee is responsible for obtaining any other permits,approvals,lands,easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility.Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System(SPDES), Hazardous Waste Management Facilities(HWMF),major Air Pollution Control(APC)and Solid Waste Management Facilities(SWMF);and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator,Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify,suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-03354/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24,25, 34 AND 6 NYCRR PART 608 (TIDAL WETLANDS ) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State,and if,upon the expiration or revocation of this permit,the structure,fill,excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State,and:to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by orresult from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 4. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles,ridges across or along the bed of a waterway or floodplain,deposits within any regulatory floodway,or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 5. There shall be no unreasonable interference with navigation by the work herein authorized. 6. If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted-structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 7. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302,303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217)provided that all of the conditions listed herein are met. 8. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work and,if required, a survey. 9. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by John T. Metzger last revised on 2/l/05. DEC PERMIT NUMBER PAGE 4 OF 4 1-4738-03354/00001 SCOTT A. RUSSELL °��SufFolc°� JAMES A. RICHTER R.A. SUPERVISOR co ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 y • Fax. (631)-765- 015 /�Ol aQ Tel.(631)-765-1560 OFFICE OF THE ENGINEER OOZ k 1_� TOWN OF SOUTHOLD June 12, 2007 erity To R"`Southold Town Building Department Town Hall, 53095 Main Road Southold, New York 11971 Re: Erosion,Sedimentation&Storm water Run-off Control Assessment Review Bruno Frankola, 840 Northfield Lane SCTM#: 1000-71-01-19 Dear Mr. Verity: I have received correspondence from Suffolk Environmental Consulting, Inc.concerning the above referenced project. The survey/site plan prepared by the office of John T. Metzger has been revised to address my last review and has a revision date of June, 08, 2007. Please consider the following: 1. The Assessment Form has been modified to meet the concerns raised in my last review. 2. Drainage Calculations have been added and meet the minimum requirements of the Code. 3. Drainage designs have been revised to indicate the size and location of all proposed Leaching Pool Structures. The proposed gravel driveway should be graded and pitched in such a manner that will slope all driveway surfaces toward the proposed drywell and prevent run-off from entering the wetland. The Drywell installation at this location should include a Cast Iron Inlet Grate and Frame to collect surface waterflow. (See DEC Special Condition #7) 4. DEC Special Condition#3 from the original DEC permit required that Roof Run-off be directed to Drywells located a minimum of 100' landward of the Tidal Wetlands Boundary. The DEC has issued a permit modification that would allow Drywells to be installed within this setback. This approval is consistent with the requirements of the Town Drainage Code and is considered satisfactory. This site plan, as amended, meets the minimum requirements of the Town Drainage Code. If you have any questions concerning this drainage review, please contact my office. Si er ly, mes A. Richter, R.A. Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM (r j c) Yes. No. EXEMPTIONS:. 1- ' A. Does.this project meet the minimum standards.for classification as.an Agricultural Project, .Note: If you.answered.Yes.to any of the,above,a.Storm-water,.Grading,.Drainage.&.Erosion.Control.Plan is.not required. ------------------------------------------------ ACTIONS.REQUIRING THE SUBMISSION OF A STORM-WATER, GRADING,DRAINAGE &EROSION. CONTROL.PLAN.CERTIFIED.BY A DESIGN.PROFESSIONAL.IN.THE.STATE.OF NEW YORK.. Item Number:. (A Check Mark (J).for each question is.required.for complete.application). Yes. No. 1. Will this.project retain all Storm-Water Run-off generated on Site? (This:will include.all run-a.ff created by site.clearing and/or construction activities.as.well as.all Site.Improvements.and the.permanent creation of impervious.surfaces.). ❑ 2.. Will this.project require any land filling, grading or excavation where.there.is.a change to the natural existing grade.involving more than 200 cubic yards.of material within any.parcel? 3.. Will this,application require.land disturbing activities.encompassing an area. of five.thousand(5,000).square feet of ground surface or more? 4. Is.there.a Natural Water course.running through the.site.or is,this.project within One hundred(100).feet of wetlands or a beach? 5. Will there be.site.preparation on slopes which exceed.fifteen(15).feet of vertical rise.to. One.hundred.(100).feet of horizontal distance? 6.. Will driveways,,parking areas or other impervious.surfaces.direct Storm-Water.Run-off l into.and/or in the.direction of a Town Right-of-Way? 7. Will this application require the placement of material,removal of vegetation and/or the. construction of any item within the Town Right-of-Way or road shoulder area? (This.item.does.not include.the.installation.of driveway aprons.) 8. Will there be.site preparation within the one hundred (100).year floodplain of any watercourse? Note: If any.answer to.questions one.through.eight is answered.with.a check mark in the.Box,a Storm-water,Grading, Drainage&Erosion.Control.Plan is.required and.must be.submitted for.review prior to.issuance.of any building.permit. -------------------------------------------------------------- STATE OF NEW YORK, COUN ss That ......I . ' .......................... being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of individual signing Doc ment) Andthat He/She is the ............ .... .. ................................................................................................:............................................. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owner's, 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 belier; and that the work sill be performed in the manner set forth in the application filed herewith. Sworn to before me this; eR./... .......day of. . ...:� .. ............... 20.4..7 Notary Public: .. , (7�... . 6............................... / tfllCiA CORWIN (Signature of Applicant) Wry ANC Sfete of New York 01W5017852 in SufWlk County Gom anion Se�.13, I 09-28-10:12:43 7240174 # 2/ 2 OFS Gl� . '119wva Ii:JI Annc¢ Tele ne 00 765-18w ' sn.?75 Main 1Grarl :(�q 17 P.O.11=117.9 w Me►. ert �0YynouthDld nv us StKrthofrl.NY 11971-059 ,�/y�,,�,� BUILDING UEPAR MENT TOWN OF SOVTEXOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Q6 3 7 Phone No.: JOBSITE INFORMATION: (Indicat es required information) *Name: 010 D I<—,O *Address: v L— /e, d-- ''Cross S6reet: 'Phone No.: Permit No.: '33 t 2- Tax Map C)istrict: a 1000 T Section: Block: © ( Lot: 1 61 *BRIEF DESCRIPTION OF.y,I,IORK(Please Print Clearly) (PAe-Ase Circle All That Apply) '`t job ready for Inspection; yES/ NO Rough In Inal 4130 you need a Temp Certificate: YES/ NO Temp Indormation (if needed) Service Size: 1 Phase 3Phase 10a 150 200 300 350 400 Other °'New Service: Rye-connect Underground Number of Mater5 Change of Servioe----Overh Additional Information: PAYMENT DUE WITH APPLICATIOIJ T-�s� �t�e 82-Request lnspecHon Form / y AZ0 -40 7&e ��J �r O aC J Jvb{x)- ,.4 rl r-7-nn n i m ri o l ' Toth, Vicki From: Toth, Vicki Sent: Friday, September 05, 2008 3:04 PM To: 'Mark Bridgen' Subject: RE: An environmental disaster waiting to happen in Southold Dear Mr. Bridgen - I reviewed the file and found our permits to be in order. I would suggest you contact the Town Trustees at 765-1892 and make them aware of the situation at the site. The Suffolk County Health department issued the septic permit for the property. I would also call them at 852-5700 and give them the address and tax lot number and make them aware of the conditions at the site as well. You can also come into our office and fill out a FOIL request and view the file, you can obtain the health department reference number as well as the NYS DEC file number from our files. Sincerely, Vicki Toth -----Original Message----- From: Mark Bridgen [mailto:mpb27@cornell.edu] Sent: Thursday, September 04, 2008 5:23 PM To: Verity, Mike; Toth, Vicki Cc: Conklin, Pat; Spiro, Melissa; pdickerson@mufsd.com Subject: An environmental disaster waiting to happen in Southold Importance: High Dear Mr. Verity and Ms Toth: I live at 1700 North Parish Dr. in Southold. Across the street, at 840 North Field Lane (Suffolk County Tax Map # 1000-071-01-019) , there is a new house being constructed on tidal wetlands. Today the contractors are digging new, deeper holes for the 5 concrete cesspools. I invite you to come look at these holes before they are covered (tomorrow?) . We have not had a significant rainfall in 3 or 4 weeks. In spite of this lack of rain, the holes for these cesspools are currently filled with water. How are the liquids from the septic tank supposed to drain when there is already water in the cesspools? What happens when we get significant rains, like those that are--predicted for Saturday? The residents surrounding this parcel of land tried for several years to convince the Town Trustees not to approve a building permit for this piece of tidal wetlands because it floods. I showed them pictures of this lot under water. In spite of many different testimonies by the neighbors, the Trustees approved the construction of a house on this site. Just as we warned, the basement of the house floods during heavy rainstorms and now the cesspools will not drain. I thought that you would be interested to visit this site. I am very concerned about the environmental effects on the Bay and the neighborhood. Thank you, Mark Bridgen Dr. Mark Bridgen, Professor and Director Cornell University 1 g(Long �Island Horticultural Research. & Extension Center 3059 Sound Ave. Riverhead, NY 11901 Tel: 631-727-3595 Fax: 631-727-3611 E-mail: mpb276cornell.edu 2 o��pF SO�lyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G �Q Soudiold,NY 11971-0959 �Q �yc0UN1`I BUILDING DEPARTMENT TOWN OF SOUTHOLD July 22, 2010 Bruno Frankola PO Box 1314 Southold, NY 11971 RE: 840 Northfield Lane, Southold TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00. I Final Health Department approval. v Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34882-Z new dwelling Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,BridgehaLO rk 11932-2003 (631) 537-5160 Fa91 Bruce Anderson,M.S.,President 2 J7 Jun , James A. Richter, R. A., Engineer Town of Southold, P. O. Box 1179 Southold, New York, 11971 RE: Frankola Situate: 840 Northfield Lane SCTM # 1000-711-19 Dear Mr. Richter, I am in receipt of your correspondence dated May 30, 2007 to Michael Verity of the Town's Building Department which correspondence identifies 5 issues or concern and/or requirements as per the Town's newly adopted drainage law. The purpose of this submission is to satisfy all 5 concerns and requirements. Enclosed herewith please find the following: o Erosion, Sedimentation and Stormwater- Runoff Control Plan Assessment Form dated June 8, 2007 ; o Site Plan/Drainage Plan prepared by this Office dated June 8, 2007; and o New York State Department of Environmental Conservation ("NYSDEC") PERMIT MODIFICATION #2 dated June 4, 2007. The Erosion, Sedimentation and Stormwater— Runoff Control Plan Assessment Plan should be substituted in lieu of the form already supplied thereby addressing item #1 in your correspondence. The enclosed Site Plan/Drainage Plan is submitted in satisfaction of items 2 and 3 set forth in your correspondence. The enclosed NYSDEC PERMIT MODIFICATION #2 is submitted in satisfaction of items 4 and 5 set forth in correspondence. The location of the drainage structures are shown on the attached NYSDEC stamped approved survey which survey also demonstrates that the land sloped downwards from A Northfield Lane. NYSDEC PERMIT MODIFICATION #2 supersedes special conditions #3 and #7 in the underlying permit. By way of this correspondence, I request that you complete your technical review of this application and so that the Building Department may issue the requested Building Permit. Thank you in advance for your anticipated cooperation. Sincerely, Bruce A. Anderson Cc. D. Rallis (all submissions attached) P. Pappas (drainage plan attached) Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President May 21, 2007 Southold Town Building Department P. O. Box 1179 Southold, NY 11971 Attn: Pat Re: FRANKOLA Property Situate: 840 North field Lane, Southold, NY SCTM: 1000-71-1-19 Dear Pat, This Firm represents Mr. Bruno Frankola, owner of the above referenced property who seeks a Building Permit from your Department. Application contents are as follows: o Town of Southold Building Permit Application; o Authorization; o Single and Separate Title Search; o Copy of Town of Southold Board of Trustees Wetland Permit (No. 5999 issued September 22, 2004), Trustee extension granted August 23, 2006, Trustee modification granted April 18, 2007; o Copy of New York State Department of Environmental Conservation ("NYSDEC") Tidal Wetlands Permit granted March 28, 2006 and copy of NYSDEC January 17, 2007 permit modification. o Copy of Suffolk County Department of Health Services-Approval to Construct: Water Supply and Sewage Disposal dated May 10, 2006. o Two stamped surveys prepared by Peconic Surveyors, P. C. last dated April 17, 2007; �D 31 M J�7�1 t�`�`�r•., 0 t—T o Building Plans and Elevations prepared by Marjam/Penny Lumber (4 sets); and o Check made payable to the Town of Southold to cover the initial review fee. By way of this correspondence, kindly commence review of this application. Please feel free to contact this office should you have any questions or require any additional materials in connection with this application. Sincerely, S Bruce A. Anderson Cc. B. Frankola Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President June 21,2007 Ms.Georgia Rudder Southold Town Building Department Town Hall P.O.Box 1179 Southold,NY 11971 Re. TRANKOLA Permit Situate. 840 Northfield Lane,Town of Southold,NY SCTM#. 1000-71-1-19 Permit#: 33128Z Dear Ms.Rudder, As promised,please find the following enclosed herewith as it relates to the requested Building Permit for the above referenced property: 4. Check in the amount of$1500•00 to cover the requisite fee. If you have any questions or require additional information,please don't hesitate to contact me. Thank you in advance for your attention and consideration in this matter. Sincerely, 'am J.Lohn Encl. Cc: P.Pappas t OWNER'S ENDORSEMENT (TO BE SIGNED IF APPLICANT IS NOT OWNER) STATE OF NEW YORK) COUNTY OF SUFFOLK) SS: �ir c ra C- anpas ,being duly sworn, deposes and says; I reside at: 275 Old Mill Road, Manhassett,NY 11030 In the County of Nassau and the state of New York and I am the (owner in fee) (officer of the Corporation which is owner in fee) of the premises described in the foregoing application and that I have authorized Suffolk Environmental Consulting, Inc. to make the foregoing application as described herein. Signature Signature If Corporation,name of corporation and Officer Officer's Title Before me, this day of , 2003 Notary Public Fidelity National Title Insurance Company Application Date:August 25,2005 Report Date. Se tember 8,2005 Title No.05-7404-62642.SS-SUFF _...._ APP.. CANT AMOU LI NT.OF INSURANCE Suffolk Environmental Consulting,Inc. Attention: Shawn M.Barron Newman.Village,Main Street P.O.Box 2003 INSURED MORTGAGE Bridgeliampton,NY 11932-5198 Phone:(631)537-5160 Fax: (631)537-5291 LENDER.ATTORNEY: PURCHASER OWNER Pappas OWNER'ATTORNEY:: SURVEY`INSTRUCTIONS. COMPANY CHARGES Variance(Southold) $ 402.00 PREMISES Sub-Total $ 402.00 Northfield Lane County of Suffolk Municipality of Southold Town of Southold Filed Map: No.: Phase/Block: Unit/Lot: Dist: 1000 Sect: 071.00 Block: 01.00 Lot: 019.000 SPECIAL INSTRUCTIONS: RECORDING:CHARGES: PAYMENTS FOR SPECIAL SERVICES IS EXPECTED PRIOR TO REPORTING. Sub Total: $ 0.00 TOTAL CHARGES- 02.00 3 727-06006 24 Commerce Drive,Riverhead,NY 11901 Phone(631)727 0600 Fax(6 1) Date: August 25,2005 Report Date: September 8,2005 Title No: 05-7404-62642.SS-SUFF Closer: Applicant: Suffolk Environmental Consulting,Inc. Bank: Purchaser: Bank Attorney: Owner: Pappas Seller Attorney: Premises: Northfield Lane County of Suffolk Salesperson: Municipality of Southold Town of Southold County: Suffolk Filed Map: No.: Phase/Block: Unit/Lot: Dist: 1000 Sect: 071.00 Block:01.00 Lot: 019.000 Type of Insurance: 24 Commerce Drive,Riverhead,NY 11901 Phone(631)727-0600 Fax(631)727-0606 TITLE NO: 62642 District: 1000 Section: 071 .00 Block: 01 .00 Lot: 019.000 Town of Southold, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership by Bruno Frankola and Nidia Frankola, his wife and his/her predecessors in title since prior to 8/13/77 except as follows: (see attached chains of title) The liability of the Company is limited to the $25,000.00 of Insurance to the Town of Southold. Dated: September 13, 2005 FIDELITY NATIONAL TITLE INSURANCE COMPANY SANDRA J. 60LESKI Sworn to before me this 13t" day of September, 2005 Notary Public MARGARET VOLLMOELLER Notary Public,State of New York No.01 V050324,69 Qualified in Suffolk County cAVC_-., Commission Expires August 29, TITLE NO. 62642 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Sandra j. Goleski, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-071 .00-01 .00-019.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 8/13/77. �`FJ SUBJECT PREMISES: 1000-071 .00-01 .00-019.000 ' n F. Harold Sayre Liber: 6877,�= 434 fir. To Dated: 1/1 '%71 Bruno Frankola- - Rec'd: 1 / 71 Nidia Frankola, his wife �•�._.,``: LAST DEED OF RECORD.: PREMISES NORTH: NORTHFIELD ROAD PREMISES EAST: 1000-071.00-01.00-018.000 Irma Sutmoller 1 - Liber: 7736P7A4 324 To Dated: 9/6Ralph Lyman j Rec'd: 10/' Clara B. Lyman, his wife as tenants)by the entirety FIDELITY NATIONAL TITLE INSURANCE COMPANY SANDRA J. GOLESKI Sworn to before me this 13th day of September, 2005 Notary Public MARGARET VOLLMOELLER 2 Notary Public,State of New York No.01 V05032469 Qualified in Suffolk County0?®o(. Commission Expires August 29, Clara B. Lyman Liber: 12356 cp 305 To Dated: 8/10/04 Clara B. Lyman, as to a Life Estate Rec'd: 11/22/04 Paula Nadelstern, as to a remainder interest LAST DEED OF RECORD PREMISES SOUTHEAST: 1000-079.00-03.00-006.000 John P. Ruebsamen Liber: 2721 cp 538 To Dated: 6/9/47 William A. Demm Rec'd: 6/26/47 William A. Demm Liber: 8457 cp 285 To Dated: 7/1/78 Alexander G. Koke Rec'd: 7/10/78 Ryck A. Koke, his wife Alexander G. Koke Liber: 10621 cp 454 Ryck A. Koke, his wife Dated: 6/1/88 To Rec'd: 6/10/88 Michael J. Hall Anne Hall, his wife Michael J. Hall Liber: 10883 cp 176 Anne Hall, his wife Dated: 6/26/89 To Rec'd: 6/27/89 Anne Hall Anne Hall Liber: 11107 cp 129 To Dated: 7/3/90 John P. Ebeling Rec'd: 7/23/90 Barbara C. Ebeling, his wife LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE COMPANY SANDRA J. GOLESKI Sworn to before me this 13th day of September, 2005 Notary Public MARGART Publi L ER Notary c,state of New York 3 No.01\105032469 Qualified inSu o5.,.c f nt �& Commission Expires PREMISES SOUTHWEST: 1000-079.00-03.00-005.000 F. Harold Sayre Liber: 7297 cp 491 To Dated: 11/25/72 Joseph Ognibene Rec'd: 12/6/72 Dorothy Ognibene, his wife Joseph Ognibene Liber: 9245 cp 595 Dorothy Ognibene, his wife Dated: 8/28/82 To Rec'd: 9/23/82 Wayne A. Johnson Dianne R. Johnson, his wife .Wayne A. Johnson Liber: 10044 cp 405 Dianne R. Johnson, his wife Dated: 5/15/86 To Rec'd: 5/23/86 David Paige, Ltd. David Paige, Ltd. Liber: 10044 cp 407 To Dated: 5/15/86 Arthur J. Hamilton Rec'd: 5/23/86 Rita J. Hamilton, his wife LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE COMPANY - - -d,4 '//-0, 1 SANDRA J. OLESKI Sworn to before me this 13th day of September, 2005 Notary Public MARGARET VOLLMOELLER Notary Public,State of New York No.01 V05032469 Qualified in Suffolk County®940 Commission Expires August 29, 4 r' 1: y f' ;► _` -��: ,:� .. ,fit Y r c Ct• `Or IF 401 J �r r v ►' = E� SUFFOLK DOUNI T Y DErARTMEINT OF HEALTH SERVICES �'ERNIIT FOR APPROVAL®FOi�S� IrC;Ivy FOR I am familiar with the STANDARDS FOR APPROVAL ' TR ' AND CONSTRUCTION OF SUBSURFACE SEWAGE v1NCLF FA;lgli y RES!0 El CE.AND DISPOSAL SYSTEMS FOR SINGLE FAIdIL Y RESIDENCES � well and will abide by the conditions set forth (herein and on the permit to construct, fir Public DATE RE. �®C 0 -G — C•P APPROVED el y o // TOTAL MAXiMU911 BEDROO[v's r / ublrc tea'-fir LANE EXPIRES THREE`f A'^ �E OF APPROVAL l P L!'� Af ORTHFIELO IV e� e o/ a�eln 180.12� P� / 8 �Z r 2 Z_ N. 8 {8'10 E• _ _———— �� M O Lp i D a PIPE _ S�r17rn _ � i i��� o Z SURVEY OF PROPERTY 7 0 DAYTON RV• r ` 1 P r got3 / ZC7N LI�c m � 3 A T BA Y VlE W t (�1 . 1.PI,PE Qo U. // StURBP TOWN OF SOUTHOLD 3 • z = y ,L'�� f a"� "°" SUFFOLK COUNTY A, '` �` t t' R' 1000 - 71 - 01 - 19 1.1 8 Cn 6 t J � y o►�no� SCALE 1" = 30' o 46 JUL Y 28, 2003 D t�P s� e•�°� �' b. _ �F-�am March 31, 2004 (Stake Hse. 8 Septic Sysleml TEST HOLE ` 15 I �1�,� oar" l3 \ T. /, 'o yL�i�� 51 1. 14, 20o4 (I -1) Sandy loom Qo . G� /' D WEt� /,20oS SM d'" L �� / �GE Of OL J a Loamy sand L t o A 3.5' r hse y LOT COVERAGE = 4% Medium sand. � � � �� !/r 10 Px 1 �. , P � 2t{ �� OC e e//3• LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED BY ° •. -' SUFFOLK ENVIRONMENTAL CONSUL TING, INC. ON MAY 23, 2003 4.8, Z J I WI.Rc'_FE iN f/�, FLOOD ZONES FROM FIRM Water in I' f AROUND r mr' 361 03COr'66 G 5/4/98 GARDEN medium sand WETLANDS FLAGS /000 /�9•0 f ��_� 8 /�7.9 � = 'SP 5.2' 8.0 The IOCalionS of wells and oo cess ls Water in r P�,E a/.2• 3ihrn p coarse sand L.pools i WOOS SEPTIC SYSTEM 9r, wa re shown hereon are from field observations Io% grovel ��� — — _ �� _ and or from dala obtained from others. J j;gyp CROSSECTIO'N SW ► 0 OCI PROPOSED SEWAGE DISPOSAL SYSTEM 5 POOLS WITH J SpRZR r �, - CLEAN SAND 3' COLLAR, I RECAST CONCRETE- ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION /2 — -- -- O `5,20 _ 8 ��� SEPTIC TANK BOTTOM OLS TO BE 3' OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 6�o� CJ ABOVE GROUNDWATE EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS g. S �P O CD HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF 8 ;:.0 F. _ S L SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR io p >O WHOSE SIGNATURE APPEARS HEREON. /d I OIG 1•r X, �f f //`y quo, f r�N . 96/8 ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY AREA = 27323 s ft. r►�� i I Nj MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY ' Q `� ECONIC SU E OR - 'i , J_T OF ANOTHER SURVEYOR'S MAP. TERMS SUCH ` INSPECTED ` AND "1 L, pools (631) 765 - j` "1 - 797 BROUGHT - TO - DATE ' ARE NOT IN COMPLIANCE W/TH THE LAW. P. 0. BOX 16 CONTOUR LINES AND ELEVATIONS ARE REFERENCED TO N.G.V. DATUM ,yy / 1230 • TRAVEL SOUTHOLD, N.Y. fQ9Irn gU� We// 03- 180 y l I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE ,SEWAGE well DISPOSAL SYSTEMS FOR SINGLE FAM1L Y RESIDENCES and will abide by the conditions set forth tferein and on the permit to construct. Pablo, O' _ e1 vja.ter E . N NYSDEC LA APPROVED AS PER TERMS THF�EL� Atill CONDITIONS OF eI r f� e/a�'� r NOR o{ e/)7 18 PIPE 8 ,�� %-/17j�'D�3�If D®©O� /0.2 eon e G+ /0.12 �� �p 7D0_ I ERIMIT NO. 7 �/ - DATE " E. � —- ���� // M O 82.18010 — N N. �. o _ PIPE ��� - ' i / N z / N o _ iP N L m o 3 O DAYTON RDo e 3 1 2a� 4 SURVEY OF PROPERTY 746.55 � . ;l.�•'' ',P, 4 v � � N D�STURBP �� 3t�k �." p 9 2 • AT BA YVIEW k 4;E �� o NO ,- ' 413• z��Z TOWN OF SOUTHOLD R SUFFOLIC COUNTY NY O f GLEA � O ! r irr �� ,`p`Iy� LIMN rf -/ DnbR1 1000 - 71 - 01 - 19 SCALE 1" = 30' �tt�� JUL Y 28, 2003 TEST HOLE Z, ` �-s;�, •�' o°��1,I3 T. March 31, 2004 (Stake Hse. 8 Septic System) � '1 �b ��� D of wE /, S k Seo�. 61 14, 20o4 (ievis�o�� Sandy loam S2o �- L �i / /G� in r?r n 0 Feb 1,2005 SM I' DO + / $� �.� E a r :REA Loamy sand ' xz W OL 3.5' , � Medium sand ' `in.�/� LOT COVERAGE = 4/ �i '. e' $) / 1� 00 a ell3 y /� r I LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED BY cP 4.8' O �" wrRE ZGN E A G �� 2 Fiq• r B/9.t' SUFFOLK ENVIRONMENTAL CONSULTING, INC. ON MAY 23, 2003 Z (p I AROUND /min Water in GARDEN ioov IE 9.0 36�03C0OD �6S GNES APOM S %FIR8M medium sand �I i 3 ��mSYi iEBs = SP WETLANDS FLAGS Water in - 1 p00 9r, wire L.pools / w SEPTIC SYSTEM The locations of wells and cesspgols coarse sand � �"'� _ _ shown hereon are from field observations 10% grovel -,� .) -4 CROSSECTION J :At 'PROPOSED SEWAGE DISPOSAL SYSTEM 5 POOLS WITh and or iroR7 data obtained from others. SW �- 1 R, p� L�`` CLEAN SAND 3' I000 GAS. PRECAST CONCRETE' p __ __ �till _ _ �' ra� SEPTIC TA LEACHING OOLS TO BE 3' ANYor SECTION T ION OR OF THE NEW EW THIS STATE SURVEY IS V VIOLATION TW.ON 12 ^6�°115 _ 8 n Cj• ` ABOVE G�� ,� MET EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS 8 tl.F. _ S. & v 2Cs�� HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF r ` - /0 1 P• SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR I� -'' LIC. NO. 49618 WHOSE SIGNATURE APPEARS HEREON. ` NIol 0 C S ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY - AREA = 27,323 sq. ft. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY J (6 1 ( lJ 765 - 1797 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH " INSPECTED ' AND l�l L. pools �� . P. BROUGHT - TO - DATE " ARE NOT IN COMPLIANCE WITH THE LAW. s / 123 ET CONTOUR LINES AND ELEVATIONS ARE REFERENCED TO N.G.V. DATUM a SOOT c3 71 wolf 03- 180 J x � NOIZTBFIELD LANE LANDSCAPE PLAN 3a y - FMNKOLA Property � EDGE OF PAVEMENT Pf-OP05ety Re-ve get7tion Situate: 840 Northfiield Lane, � .� Town of Southold, NY yc F� Q SCTM A 1000-071-Ol -019 Suffolk Environmental Consulting, Inc. OF ce O 6' P.O. Box 2003 • Bridgehampton • NY• 11932 Phone: (631) 537-5160 "' / �� v •t°{ Fax: (631) 537-5291 � � v 4 ' �__.•' DATE: April 24,2007 0 W4 / BOUND�Y 1 ' SCALE: 1" =30' /. .• DRAWN BY: smb QUO r'' G N COMMENTS: Based on survey prepared by John T Met e� last revised 17 Aprf 1.2007 av -� ,tp OF S ` rova • sed4Xav,�$s E 1 : v "u' Project Description _< 5- ----- "- s Applicant is proposing to re-vegetate a portion of the -�a- buffer area by installing forty-one (41)2-3 gallon APR 3 0 2007 sized Groundsel Bush(Baccharis halin ifolia) 4-6APPROVED _� a� (----- T-- —�_' feet on center. Any existing lawn area within the Souihold Toffy:': F� required buffer will be allowed to passively re- BOARD OF B� t � 9 �L rv.__ �^ �d 0 Truste.a__ etl� F —,r.� vegetate. /i ' VQ.cca� � Site Plan/Drainage Plan P ,s Q >0®3 or Frankoln ,o z ml—ter m S-/.> 4/7-HRE1D A NE Situate: 840 Northfield Lane q Southold, New York PIPE N. 821,/ey0 E. _ Sf Pre SCTM # 1000-71-1-19 ire' ' p g Prepared by: Suffolk Environmental Consulting, Inc. Bridgehampton, New York ,- - N a — r�e�G,Y � iVL � � �� -fl I D Date: June 8, 2007 ® - �—' cLEA�ING AND NON / DISTURBANCE o J 2 LIMIT* OF — ---- - -3�0 -- - --- �`' IS Drainage Calculations: 4 ��, C w-n °� , �o '° , , ' /° Area of Dwelling = 1120 square feet ►' at;p Area of Driveway = 1040 square feet ,d �a s�� ,_ - ' ' �� ' oo LA Ds y � Required Drainage for Dwelling (1120) (1) (0.17) = 190.4 cubic feet Required Drainage for Driveway T GQR Z&*E Jt- (1040) (0.6) (0.17) - 106.1 cubic feet � LK Total Drainage Provided: ° `� � Pow -- — � (3) (4' x 8' cylindrical leaching pools) = 600 cubic feet i - S0L ' o am familiar_with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAA411-Y RESIDENCES well and will abide by the conditions set forth therein and on the permit to construct. o-ter P�bI i� Aso fi NYSDEC C•P APPROVED AS PER TERMS e/ AND CONDITIONS OP yp,CO'n //-7 PERMIT NO. -V7 g 033S 11 VAIV O meter �» s� �b,,� LANE Fi-enc% DrQ.in Qdlcai i DATE &/y 07 l P N //�� p ,o e'er el ,�O THFIEL czveln E Clse 8" /o.2 of 80.f c Pe �. , Perlora-feo�. Ape eon e oar-= � fa Connect f'o (2) 4'x$') f— � � /��i �►�!� Dry well s Im �a ��- _ 7� PIPE _ l 5 m,� _ /� - ��� O � �Z / RD• _ ! 4p �E 9f it 8.5 �� iJG a M SURVEY OF PROPERTY 70 pAYTON �. ,, $� 3 c o _ 2�,�. 4�c l 3 AT BA YVIEW ,: : ,I.PE �� BPNcE T /k- ,ls �� 1�� � .� NoN I OISTUR /��- 3/D� ,�— �2 • OWN OF SOUTHOLD z d \o , —� ��. PNo -- �/� Uvat SUFFOLK COUNTY N. Y. Z e _ _ tie��" — "� •.; —' o OLEAR' y �! 1000 - 71 - 01 - 19 SCALE 1" = 30' a ,° ; Q JUL Y 28 2003 t March 31, ?004 (Slake Hse. $ Septic System) TEST HOLE b ` oar^ T• ���95 Se !'h ,�• /4, 2C7o•¢ (revis/v-� Sand loam G� \3' WEt 5 ~ y Sta t �8. 3b �� o, F oG s p�Ma Feb• 1,200S SM \' ' /�E 0 / n Z n' Dec. 2I, .2006 (revisions) �F �r a AP/d /7, Zb07`arywelly il fYench Loamy sand OL �h `. fa s��y / 2 Or 3.5' � 4 s / W �k / y LOT COVERAGE = 4% Medium sand z � � � k:56 FM An.f/r• LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED BY °P ~ 4 SUFFOLK ENVIRONMENTAL CONSULTING, INC. ON MAY 23, 2003 .B' w/RE-FE ZGN f,�FLOOD ZONES FROM FlR.ld Water in AROUND 36! 03C0.'66 G 5/4/98 GARDEN medium sand WETLANDS FLAGS Sp 5.2' 3• 1P� �p78 �R STD iE8' L �O_�proPoscoc c07 toW,' The locations of wells and cesspgols Water In I r r o0o coarse sand L P00ls W SEPTIC SYS r w— shown hereon are from field observations lO% gravel , - _ and or from data obtained from others. �� � --� CROSSEC fHEtyr SW l 0 � `1� 'PROPOSED SEWAGE DISP j WITH /2' J A °PR�TR �. ��,�N CLEAN SAND 3' COLLA , NCRETE• ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION - -- -- �- -;20 _ 8 �Q SEPTIC TANK BOTTO OF 4 AC � TO E 3' OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. �01rj n G, ABOVE GROUNDWA TE * e EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICA TIONS 6 8 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF c.�.F. _ S• $L SAID MAP OR.COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR / WHOSE SIGNA TORE APPEARS HEREON. —' ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY ' AREA = 27,323 $ . ft. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY ` - ECONIC SU EY OF ANOTHER SURVEYOR'S MAP. TERMS SUCH ' INSPECTED ' AND I/�� pools (63/J 765 - 5020 F. /797 BROUGHT - TO - DATE ' ARE NOT IN COMPLIANCE WITH THE LAW. / P. O. BOX 909 CONTOUR LINES AND ELEVATIONS ARE REFERENCED TO N.G.V. DATUM REQUIRED FILL = 40 cu.yds, ti�l 1230 TRA VEL ER STREET SOUTHOLD, N.Y. 11971 EN NORTHFIELD LANE f� LANDSCAPE PLAN ¢9q FRA N KO LA Property P EDGE OF PAVEMENT e Proposed Re-I/EyE' t%Ol) Situate: 840 Northfie[4 Lane, Town of Southold, NY a p �r L /0" GP y< ,d SCTM A 1000-071-01 —019 Suffolk Environmental Consulting, Inc. f P.O. Box 2003 • Bridgehampton • NY• 11932 dr Phone: (631) 537—6160 Fax. (631)537—5291 DATE: April 24,2007 WETLANDBOY SCALE: 1ff =30' - 3 J A; � .. - •• N DRAWN BY: smb o 1. •• N COMMENTS: Based on survey prepared by John T. AjQt et- ast revised 17 April,2007 -10 Hsi -e o. �. ,�Cs ,• ••''' . • OF . ti49 41 Xwo I y ' . . a N YSDEC /t f ba°15'2o APPROVED AS PER TE M3 m r S AND CONDITIONS 22OF 2 Proiect Description PERMIT NO. l-1177F-0335�JpOlDO/ Applicant is proposing to re-vegetate a portion of the DATE 6 dad ®+J ' -to- buffer area by installing forty-one(41)2-3 gallon sized Groundsel Bush(Baccharis halimifolia) 4-6 feet on center. Any existing lawn area within the required buffer will be allowed to passively re- vegetate. 33 I I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCT/ON OF SUBSURFACE SEWAGE well DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 9� and will abide by the conditions set forth therein and on the permit to construct. ,b/" `� el 5 t TQ �; L S,.__-- Yen c i� D rCL i!'1 Qc'�w r Y— THFIEL® /o R / eI N of ��em e n t-ti !80.!2' PIPE � aooU��,� /0•2 ®� e� e 8 'ram 1 - 0 �o U U fi fa Connect to (2) 4'x8' ) !_ p NE piywP//s =� i?2°!8'!Oy E' �- ro O N. PIP= _ _ _ � - � O � 7_ ' � m o DA�--�� YroN RD• ° Co SURVEY OF PROPFP T Y 746 � ,� - .55' r o - //�� �- p /� , /y /�/ I tURgP 3/� D"9 2 i /' 9 ! Del YEW f S/y N00 1 /- TOWN OF SOUTHOLD SUFFOLI� COUNTY NY � E� O 1000 — 71 — 01 -- 19 JUL Y 28, 2003 TEST HOLE16a March 31, 2004 (Stake Hse. 8 Septic System) a- _ Il��` WE s Sep(. /4, 2[704 (rev�srN� Sandy loom Q° 2 XI y�Si• OF p� -ryn1� Feb 1, 200 S SM yr Dec. 2/, 2006 (revisions) I A Apra! /7 Zao7 a a'.rywells £� lYenah c[.raa�� Loony sand i � `\� � g y D. -<y AUG. 91 2007 (FNDTN L0C.) �N. oL = / W / � 3.5' Ica LOT COVERAGE = 4% Medium sand , i e' \ / p' e113/r LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED 23 2003 P 4.8' O I E A G $) 0 eft SUFFOLK ENVIRONMENTAL CONSULTING, INC. ON M , Z CD ± I AR NED �Gh f�q, r Fm9.4 FLOOD ZONES medium sand FROM FIRM ed In � GARDEN i000 �E9.0 361 03CO166 G 5/4/98 iu < T /d SP 5.2' • • __t_ �m — WETLANDS FLAGS L < r 1 � r -� Pa Water in Dols �!• � .0001D9r.'w�re The locations o/ wells and cesspgols coarse-sand �•P / _ SEPTIC SYSTF-M shown hereon- are from field observations /0% grovel �� CROSSECTIO•N 'PROPOSED SEWAGE DISPOSAL SYSTEM 5 POOLS WITH and or from data '�J obtained from others. SW CLEAN SAND 3' COLLAR PRECAST CONCRETE" ANY ALTERATION OR.ADDITION TO THIS SURVEY IS A VIOLATION 12 — -- �— O _ SEPTIC TANK BOTTjl� OLS TO BE 3' �°,Go'Z 8 n G ABOVE GROUNDWA OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. tA '(• E�� �- EXCEPT AS PER C.SECTION- 7209 - SUBDIVISION 2. ALL CERTIFICATIONS 8 D J' / _ r _ ` S.o �X% C� HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF { Q SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR / I G , �}. 49618 WHOSE SIGNATURE APPEARS HEREON. i I Q I{ ADDITIONALLY TO COMPLY WITH SAID LAW TERM ` ALTERED BY ` L.AREA = 27;323 SC]. ft. ECONIC S YO MUST BE USED BY ANY AND. ALL SURVEYORS UTILIZING A COPY �l (63/) 765 - 5 C 7 7 1797 P. BOX 123 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH ` INSPECTED ` AND / , pools ` BROUGHT - TO - DATE ` ARE NOT IN COMPLIANCE WITH THE LAW. `J 0 9 � i 0 TRA V CONTOUR LINES AND ELEVATIONS ARE REFERENCED TO N.G.V. DATUM REQUIRED FILL 40 cu.yds, ti SOUTHOLD, N. SAD/�, Jj90 well 03- 180 SCDHS Ref.# RIO`04-0071 i am familiar with I the STANDARDS FOR APPROV, .L D` C LS AND CONSTRUCTION OF SUBSURFACE SEWAGE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICESDISPOSAL SYSTEMS FOR SINGLE FAMIL Y•RESIDENCES w I APPROVAL OF CONSTRUCTED WORKS FOR and will abide by the conditions set forth therein and on the NOV pert-nil 10 construct. �b1� Xcr 8 2010 A SINGLE FAMILY RESIDENCE. � "�O r i � . PC.P f Daf� ® 3 2p10a H.S. Ref. Ed®. ( 1 O. 0:�-e C)7/ B DG. el DEPT. I i/' TOWN OF SOUTHOLD f The o sevrage disposal and water st!prly fr, 'lines at this location have been C - S� i Inspected and/or certified by this D>eParb-nant or other agencies and found to Y�c �n bo satisfactory FOR A M,XI, + �9OF BEDROOMS. Pub/i, wafer �n NE LA french Drain Del,-l D l.a Walter J. Hilbert, �'•E iie L ;ORTFlE �emBn t. ; office of Wastewater Management el , o>< a g0.12 Q'� APRON O 7o O � r , Llse _8 10r�ona'feo� ��Pe 'T faCo/vnecf to r /� CA ?°:18'10 E. N SIP PIPE YTON RD• l (F SURVEY F PR PER T Y 746.55.. r0 DA /o y !sP° t z Nc� A T BA YVIEW GAP ���, �-- p NpN l TOWN OF SOUTHOLD RI�� P" -- � ~ ® IT OF�� GLEP _� / ���yo SUFFOLK COUNTY, N. Y AIM o _ ��, 1009 - 71 - 01 - 19 i ci► �� '' y °'���o SCALE 1" = 30' o :� s � Ao<• `G �t� - �r ®m JUL Y 28, '2003 TEST HOLE - 3 ,iy. 2 51`l,pd®��' ` t$P\ D wryoi� March 3/, .�004 (Stake Hse. 8 Sephc.Syslem). F e / S y, �0 Of Sew. /4, 2004 (ieviston) Sandy loom R� wso c .. a . F a si• ��*► �� SM gcti9� .-Gym �Q• a \.. -_ £�p Feb 2DO 5 Dec. 21, 2006 (revisions) l' N -_ _as _=\ $ �'" i a �M Ap/11 /7 ?,e,07(cCr wel.IS E� �r'�nah d+c�-i�� Loamy sand AUG. 9, �007 (FNDTN LOC.) y OL � Z q�,ntN Tic 2 b� W Z MAY 19, 2008 (undereonst 8 elevations) 3.5' D ® � 5z �000 rise y Jvoc rj� 2aord (o e'o� p walls o Aug12, 2010 (final) Medium sand Fh !/i LOT COVERAGE = 4/ ' , / 0 el13 Oct..20, 2010 (FINAL) cP y :x 2��0 LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED BY 4.8' O wrsE SUFFOLK ENVIRONMENTAL CONSUL TING, INC. ON MAY 23, 2003 Z I AROUND GARDEN FLOOD ZONES FROM FIRM meter in and "� T /.p /e 361 03CO166 G 5/4198 I B m Ie 7.9 8A sT — WETLANDS FLAGS Sp 5'2� !�I G, 2• �- 3&n Propo•Sc C-C co g-j o u-r Wafer In f 1 ` � 000 e% 9r•Wa re The locations of wells and cesspools coarse sand L.Pools_i�1 _ — w SEPTIC SYSTEM shown hereon are from field observations Ion. grovel r �� :i - �ROSSECTIC 1 �_ ER _` �� ROPOSED SEWAGE DISPOSAL SYSTEM 5 POOLS WITH and or from data obtained from others. SW 1\ _Q Oy r �• �i� t E(�g AN SAND 3' COLLAR, IO,po GAS. PRECAST CONCRETE "S`� ',IIC TANK BOTTOM OF LEACHING POOLS TO BE 3' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION l2 ak52� � GROUNDZYATER OF SECTION,7209 OF THE NEW YORK STATE EDUCATION LAW. ( n EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS 8 c[ _ S• b v �a �o :; „�_ � I~a HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF — - i,o P• n �." r G r.�! f �' a.<a, N.Y.S. LIC. NO. 49618 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR /� . WHOSE SIGNATURE APPEARS HEREON. i f0�� ( ' a ` ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY AREA = 27,323 sq. ft. P� \�� N c,, ;- � EC NIC SU EYORS, P.C. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY �1t ! 765 - 5020 FAX (63/1 765 - 1797 L• pools `J a �gn18 O. BOX 909 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH " INSPECTED " AND S�� BROUGHT - TO - DATE " ARE NOT IN COMPLIANCE WITH THE LAW. / �. w �.� LdLAN!D`gi)� 30 TRAVEL CONTOUR LINES AND ELEVATIONS ARE{REFERENCED TO N.G.V. DATUM REQUIRED FILL = 40 cu.yds. ry SOUTHOLD, Y. CE IVE® ppII wen .• 7 (n z w 00 w 0 0 0 > zo Z tLi < z U-i -j co < O lu I In I 1 1 1 1 LLJ U.J z LLJ 0=) CL Z I ir-� 00 Lo c) ti of wove cv) co C) < Z 0 d 0 ql, CY) co POURED CONCRETE RETAINING WALL FINISHED WDE (2)2X 10 ACO GIRDER) U cj) LLJJ z FINISHED GRADE z POURED CONCRETE I I f I I RETAINING WALL F:k 0 ri r L 0 ——— — —— ——————— ——— — — — — ——— ————— ——— — — — — — — — ——— —— — ——— -j A2 " '4X4 ACQ POST W/5' u- fMPSON 0 ABU44 CONNECTOR TO 81 PC ZQ PIER.ON BIG FOOT 20(TYP) (SEE SPECS. SHEET) c Lq RIGHT 51DE ELEVATION 114" = P-0" 5CALF d) N L0 V ISION5 -05 r c*4 uj IL- 0 z 40' D- W 9' 0 w a 2- 2"X 10"GIRDER 2 : ZZ n Q OUTLINE OF DECKA13OVE � Z U O Z <o w w A2 g < NOTE: 13'-10 1/2" p � p m PROVIDE HYDOR5TATIC b 0 OPENINGS @ 15Q. INCH x PER 15Q. FOOT FL. AREA USE"SMART VENT; SEE SPECS N 2"X 8"ACQ LEDGER BOLTED 8" P. CONC. FOUNDATION TO EXISTING HOUSE FRAME WALL W/ P-4"X 8"d. FTG. LIJ JLJ W/ 1/2"C.B. @ I G"O.C. U Z SMART VENT FLOOD OUTLINE OF CANTEUEVER ABOVE z --z-5 LLJ PIN TO FOUNDATION @ 12"OC VENT MODEL# 1540-51 1 PROVIDE BLOCKING 5'-5 I/2" DAMPROOF PERIMETER 0 r-� p MAXIMUM 12 ABOVE BETWEEN F.J. @ I G"O.C. OF FOUNDATION WALL N � J FINISHED GRADE U-1 Lu O FL 3 Q � O 8" P. CQNC. FOUNDATION ; / 5'-7" / 22-5 CL WALL W/ I -4 X 8F 3- 1 3/4"X 9 1/2"LVL / d. FTG. (8" HIGH THI5 LOCATION) HEADER ABOVE WINDOWS r m 8 .Q W O P> PROVIDE 45 MINUTE -0 FIRE RATED DOOR DOUBLE FLOOR J015T "Q = UNEXCAVATED PROVIDE 2 LAYERS I RUNNINP PAIT 3-O" POURED CQNCRALLEL PROVIDER 19 / } p E d- a u = APRON GARAGED RS----- -----.---__--_.. �m W 5/5" FIRE RATED DRYWALL 6p 0 (M'. AL AREAS) INSULATION (TYP.) - C° 0 00 @� ON CEILING, WALLS 0 —� F- m= 3 BOX IN BEAMS lu AROUND MNS; 0 _ co 0 Lo --8'— — a O 7'-3 1/2" —8'-I I 1/2" �'_8. O� � � ' 10" POURED CONCRETE w 3- 1 3/4"X 1 1 7/8" / RETAINING WALL L I B 4" P. CONC. SLAB ON / p� N 2.OE G P LAM LVL FLUSH COMPACTED FILL / � CMO GIRDER(TYP. ALL AREAS) p , -- 4- 13/4"X I 1 7/8° HANG F.J. WITH % } O � m 2.OE G-P LAM LVL FLUSH s LISP 5UH2G CONNECTOR PROVIDE R-19 GIRDER OW. ALL AREAS) O Z o n TO FLUSH HEADER 4" DIA. STRUCT. 5TL. ON5ULATl N 0 COLUMN BURIED IN a X 2'-0"X 2'-0"X I'-O"& HANG F.J. WITH / PROV. BEAM POCKET IN Z ti POURED CONC. FTG. ... \ LISP 5UH2G CONNECTOR4 FOUNDATION WALL. SIZE — S/ TO FLUSH HEADER AS REQ'D. *TAR BOTH ENDS c j pu p (TYP. ALL AREAS) co GARAGE SLAB ABOVE 9 o N i 10" POURED CC NCRETE = N PROV. 5/5" FIRE RATED 4" P. CONC. SLAB ON COMP. = n / DRYWALL ON CEILING RETAINING W - FILL WITH W.W.M.G X G .. - WALL 00 1 O X 10 GAUGE WIRE -;; `� t` OVER FURNACE AREA secnoN MT. ALL GARAGE AREA) HOT WATER STOR. TANK. IL o L xl. '� 3- :13/4"X 1 1 7/8" / / _ - % �1 2.0E G-P LAM LVL FLUSH / '_6 I/2• N /'/ s�T + GIRDER(TYP. ALL AREAS) W / j BOUR % 8" DIA, FLUE FOR - lD / , Z NEW 1301LEK W / UNEXCAVATED PROV. 2 ZONE HEATING SYSTEM; U /12 // ///,ii7/%%i / / /%%/ SIZE BOILER AS REQUIRED (7 ' NOTE: 4 O ' N ALL MECHAN AL5 TO BE OELEVO 2 POURED CONCRETE OF 8A0" AB E IEANUM LL. 'd ENTRANCE STOOP SEA LEVEL Q R @ 12 O.C. HIGHER GRADE W 2" PVC PIPE WEEP -5" SIDE ' �i` '` . . ;;;„ ` CLEARANCE O HOLE @ 8'O.C. . ',...V = PROVIDE POURED CONCRETE FOOTING 2'-O"X 2'-0"X #5 REBAR @ 12"O.C. J 4 Y (VERTICALLY) UNDER COLUMNS 3 #5 RE BAR @ 1 2"O.C. �2' 3'� 1 I'-2" O LOWER GRADE 10" POURED CONCRETE 51DE 5'-10" —'r FOUNDATION PLAN RETAINING WALL WALL SECTION 1 '-0" SCALE LL o N REVISIONS 2=5=08 lu LL- Q 3' Z O w 2 ow DECK Z o Z d vi Z _ 5e A Z 3' I O" - 1 3/4"X 9 1/2'LVL U Q FADER ABOVE '-G 1/2' CW 155 FWGGOG I 55 3- 13/4"X 9 I/2"LVL I 1/2" HEADER ABOVE / O ©(E)ABOVE O© i U Z CW 155-2 CW 155-2 OABOVE ABoU2 (cTRz 10) (cRrs I 1 i o) (crRz410) -�. _ Z / ©©ABOVE 10)© © © ©A13O�a 10) 3- I .3/4"X 117/b"LVL o j FLU51H HEADER O �1 a 3- 2"X G"STUD / W w 0 Q 5UPPORT MULLIONPOSTS G" END (cTR2410) 2' KITCHEN DOUBLE LOOP,J015T IDINING AREA 9'-O"C.H. Z / UNDER FAKTITION5 / RUNNING PARALLEL / a] i ? OYP. AU AREA5) -i I c; V v GREAT ROOM b ' 15 o / I; 9'-O"C.H. - / = I'o O o F- co O Lo / C ABOVE HANG F.J. WITH Q. O Bill (CTR2410) U5P 5UH2G CONNECTOR 0 PROVIDE 8"DIAMETER TO FLUSH HEADER 4- 2'X 4"STUD W ct ~ HB*G PERMACA5T COLUMN _2» POSTS (TYP. END i W d' W/ BASE CAPITAL(TYP.) � BEARING) T- j % -- ---- --- --I 5'-I I• - — 3- 13/4"X 117/8" L 2668 0 r O FLUSH HEADER LI E OF UPSTAIRS BALC O Q } O cc) - - - OZ � / 2' CLOSET N -' ---- — O (CTR2410) 1L O _ i �U / 24G8 ' FOYER [ WASHER DRYER Z -' OPEN ABOVE - _ 5/ 5' " Q �- 9'-0" C.H. o @� ' co DEN I PRO'. RMATRU 2668 LAUNDRY a J�----3'-9' 3'-O'DOOR Wi 14' 51DEUGiT5 ANDTRAN50M' — O IN CONTINUOUS SILL 9'-0"C.H. i 1505Q.rT. S/D I bG8 (4722-I C;47225L-I C; CC420T-I Q o 1 os%uo►rr iv 3- 1 3/4"X 9 1 2"LVL �. 15.G%VENT - CLOSET N - FADER ABO , / , 20GS �i/ 468 LINEN CLOSET ©ABOVE 2"X G" LEDGER T / (CTR2a10) / BOLTED W/ 1/2" ! �� /' Lf Q / �� C.B. I G" O.C. i N BATH \ --- r o ENTR PORCH 9'-0"C.H. � AZEK BEADBOARD / p / x - O p O U) O = @) CEIILING MATERIAL ... O % / y W 777 7/77 CW I G-2 _ CW I G-2 Z G 2- 1 3/4"X 1 1 7/5" G' W LVL HEADER HB4G 15" DIAMETER � Z PERMACA5T COLUMN; --5'-9 112. --5' "- --- PROVIDE ATTIC BASE O i 3' - 4 TU5CAN CAPITA3rL O J ENTRY V- STOOP Q Z PROVIDE 3- 2"X I O"HEADERS _, Q W ABOVE ALL WINDOWS*DOORS UNLESS OTHERWISE NOTED FIRST f L 0 0 R PLAN N 114" = 1 '-O" SCALE co N ILI o D- r ,, --- ALL CONSTRUCTION SHALL CERT1F1CAT10N OF NS COMPLY WITH ALL C�J ?f r OF ty�;EET THE REQUIREMENTS OF THE &CONNECTIO NE�,'�1 YC� i/ STF� s �: �, Tr;` NAILING r — • ' ��' }> OF CODES OF NEW PORK STATE. REQUIREC• AS r .fir AP- R �.s NOTED FLOOD ZONE - N DAT I 3` / ✓ .- ". _: COMPLY WITH CHAPTER 46 B.P. FLOOD DAMAGE PREVENTION �G N�J,t��v (� � Fr: - T y. I k.r SOUTHOLD TOWN CODE. z w Oo W O N IFY BUILDING DL ANT AT DO NOT PROCEED WITH z o 0 FOLLOWING 1802 L3 IN ;0 a PM FOR THE FRAMING UNTIL N LOCATION Lu a z FOLLOWING I N - TWO R O. FOUNDATION ATI �. FOUNDATION - TWO REQUIRED RETAIN STORM U'JATER RUNOFF FOR POURED CONCRETE PURSUANT TO SECTIO!d 45-IOV OCCUPANCY 0 KS BEER APPROVED, 2. ROUGH - FRAMING & PLUMBING aF THE TOWN CODE. � z 3. INSULATION USE IS UNLAWFUL WOOD FRAME ARCM � Lu 4. FINAL - CONSTRUCTION MUST WITHOUT CERTIFICATE -- W1 STUCCO FINISH ¢ BE COMPLETE FOR C.O. 12p p m ALL CONSTRUCTION SHALL MEET THE OCCUPANCY 8(— R EQUIP.EL'EN T S OF THE CODES OF NEW PROVIDE ARCHITE MASONRY CHIMNEY ASPHALT ROOF SHINGLES;YORK STATE. NOT RESPONSIBLE FOR COLOR TO B HEIGHT AS PER CODEE DETERMINED Lu Lu DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION z z ON LEAD CONTENT BEFORE g CERTIFICATE OF OCCUPANCY o p p SOLDER USED IN WATER w w_ O PLUMBING SUPPLY SYSTEM CANNOT _ 12 °C "- ALL PLUMBING WASTE EXCEED 2110 OF 1%LEAD. 8 � &WATER LINES NEED " < O TESTING BEFORE COVERING 8 AZEK FASCIA n- z __— PLATE HEIGHT O SECOND FLOOR HEADER HEIGHT -� "iCER���R iRS CERTIrICATE PORCH PLATE HEIGHT REauIREo -- N 57 I O"AZEK CORNERBOARDS STUCCO FINISH � � 0 �t j O ti FINISH GRADE PLYWOOD W ,tea dam' PAINTED WHITE W/"AZEK" __.__.__ - O TRIM AS RAISED PANELING SEC ND FLOOR HEIGHT co LL J t FIRST FLOOR CEILING HEIGHT _ O PROVIDE G"AZEK CASINGS FIRST FLOOR HEADER HEIGHT Q Z C) AROUND ALL WINDOWS O O AND DOORS ti 1 ccv) �o POURED CONCRETE FIRST FLOOR HEIGHT RETAINING WALL a a FINISHED GRADE POURED CONCRETE n , RETAINING WALL POURED CONCRETE v1/ co RETAINING WALL r..Q F- (TYPICAL BOTH SIDES W I— OF FRONT ENTRY STOOP) Z N o W Z 0 POURED CONCRETE HB*G I8" DIAMETER O ENTRANCE STOOP PERMACAST COLUMN; 0 PROVIDE ATTIC BASE t TUSCAN CAPITAL _ GRADE 0 Q (� W Q� O PL� r FiZONT ELEVATIONe 1 /4" = I '-0" SCALE e ` IDc r+�r'r�"4 _ 1 U_ $ cm LL- CO 04 '.1 a- w Oa ! w a > Z o Z z LJ Q M Z Z_ to Q H ---- W - U W Z Z g - -- o 0 0 J w ui O OC lL � L O O --- I Ln Z 0CC 00 p 'n © ® ® ® W o d w CO U< co az � O0Li Li L o ram: Z Il 2 cv) CO ° J FIN15HED GRADE y W L J• y W W W W J• W W W •Y W W y W W Q W W ,Y W J• W W W W W J� Q W W W W W •Y W W W .Y W W W . W W . W W W . W W �V W ° W W W W W L W W J• W W y ° •Y W W W W •Y •Y W A a W W W W W W w W W \—POURED POURED CONCRETERETAINING WALL Z FINISHED GRADE w U CONCRETE O RETAINING WALL Z 0 O J LEFT SIDE ELEVATION Q w 114" = I '-O" SCALE PL,IIIIi N CV • -, 1: %. u- ILJ Q i a N w Z w on > Z o U z w ¢ z c� z 17-1 Q 1— C) � 1 m W U W z z US 0 p J wLuO OL lL � O 0 Z ' O h O Lo a o Z ►� ti ' wv �. w q e- M co Q Z o O ti Z ti Q � :cam' coM 4'X 4" PO5T5 FROM 5TRINGER5 TO FOOTINGS POURED CONCRETE RETAINING WALL 4"X 4'PO5T5 WITH FINISHED G*RADt W y y W W 2"X 2"BALUSTERS " a AND CAP RAIL, U5E W W W W Y W W W a a "PREMIER" RAILING SYSTEM .L •Y W W W W W W W .Y W W W W W .l. W •Y W .4 .Y .Y W W W .Y W W W .Y W W W W W //\ •Y 3• .Y .L J- .Y .Y W W .I• i W L W J: J .L .l• y.Y W W W W W W W W W .Y W W Q w W W W W W W W W .Y W W .4 W W W •Y WV W W W W .l. Q Z .Y .4 •Y .L .b .L J• W .Y .l• y y y W .L .Y •Y .Y .Y W J• .l• W •Y W W W . .Y W .V . W .Y . W .L W . .Y .Y W . .Y W . W W W W W W W W ,' Q � U Z .Y W .Y .Y W .L .L W .Y .1. •Y W W W W W W W W W .Y W .l• W W W .1• W W y FINISHED GRADE O W W W W J• W W W W .Y W .L W W W W I, .Y .lam .W W W .Y .Y .Y W . J W W W W W ILL W W W W W •�• W W W W W W.Y .I� Q .Y .L W y POURED CONCRETE RETAINING WALL Z w ^� 0 2 PL� co RIGHT SIDE ELEVATION 4 .114 E C , 1 /4" = I '-O" SCALE R 40 O N cm Q O W Z � p w p H > Z o Z Z L j Q Z 12 Z Lu �8 U Q >- � 12 LU IlJ 8 Z Z Lu o00 -- - - W w o QuU) • � z . m • - o IL �° O U) a o Z ti w o L U I� a " i m ° a ° ° a ° ° a 4 a ° ° ° ° a • a a4 POURED CONCRETE a ° a Q ° ° a a ° POURED CONCRETE co IL RETAINING WA d ° ° a of RETAINING WALL w a a ° Z I/ a ° w 4 ° a I'-`}' ° a ° U FM a d FINISHED GRADE �4 O O J \��SMAKT VENT FLOOD RODENT SCREEN ;I�a, LL VENT MODEL I I 1 FLOAT SLOTS 0 MAXIMUM 12"ABOVEOVE FINISHED GRADE Q w 0 REAR ELEVATION 114" = 1 '-O" SCALE N co Q tL- O a Z ❑ ❑ Z O w F- Q w a Z y z o Z ❑ 0 Q co Z z 40' Q�Q LL, uw I O"SONOTU13E W/ Q } 1'-1 1/2" 2'-(Y X 2'-O"X I'-0"d. N m POURED CONC. FTG. MT P.) NOTE: PROVIDE HYDORSTATIC iv 2- 2"X 8" GIRDER 2"X 8"ACQ LEDGER BOLTED 8" P. CONC. FOUNDATION OPENINGS @ I SQ. INCH 2"X G" D.J. 16"O.C. T /I IS I B H 6 O C ME WALL W/ P-4"X 8"d. FTG. U W PER I SQ. FOOT FL. AREA cv Z USE"SMART VENT"; SEE SPECS iv OUTUN OF CANTELIEVER ABOVEA W g SMART VENT FLOOD DAMPROOF PERIMETER p VENT MODEL# 1540-511 �� 5-5 I/2" p PROVIDE BLOCKING p MAXIMUM 12"ABOVE BETWEEN F.J. @ I G"O.C. OF FOUNDATION WALL J -� FINISHED GRADE W lu O LL- i uLVE-- o O / 221_5" 8"P. CONC. FOUNDATION r � 5-7" HEADER ABOVE WI DO WALL W/ I -4"X 8" d. FTG. J (8"HIGH THI LOCATION) w / O Qa- Z lF w PROVIDE 45 MINUTE _ c FIRE RATED DOOR DOUBLE FLOOR JOIST "Q - - UNEXCAVATED PROVIDE 2 LAYERS RUNDNR PAITRALL L PROVIDER 19 3'-O' POURED CONC v - _ o APRON @ GARAGE cn p 5/8" FIRE RATED DRYWALL ap �j (TYP. A AREAS) INSULATION gYP.) - ON CEILING„ WALLS j p ap _Q AROUND COLUMNS; m= BOX IN BEAMS - 8, Q O 7-3 1/2" 8'-1 1 I/2" '-8" O C 10" POURED CONCRETE W ti 3 RETAINING WALL � 3- 13/4"X 117/8" 4" P. CONC. SLAB ON W � N 2.0E G-P LAM LVL FLUSH COMPACTED FILL � coM GIRDER(TYP. ALL AREAS) O - ' 4- 13/4"X 117/8" HANG F.J. WITH 2.OE G-P LAM LVL FLUSH O USP 5UH2G CONNECTOR PROVIDE R,19 GIRDER(n?. ALL AREAS) O Z TO FLUSH HEADER 4" DIA. STRUCT. STL. qT p COLUMN BURIED IN INISULATI N O N X 2'-O"X 2'-O"X I'-O"d. HANG F.J. WITH PROV. BEAM POCKET IN Z It- POURED CONC. FTG. \ LISP 5UH2G CONNECTOR FOUNDATION WALL. SIZE Q qT 3 S/D O TO FLUSH HEADER AS REQ'D, 4 TAR BOTH ENDS ch Q O (TYP. ALL AREAS) co ca o GARAGE SLAB ABOVE ° o N „ 4" P. CONC. SLAB ON COMP. - PROV. 5/8 FIRE RATED 10" POURED C NCRETE - N = = DRYWALL ON CEILING RETAINING W O FILL WITH W.W.M.G X G •• 1- O 10 X 10 GAUGE WIRE -; °� t` OVER FURNACE AREA O C� c oN . o `r (TYP. ALL GARAGE AREA) w HOT WATER STOR. TANK. 14 _ o tt '' 3- 13/4"X 11 7/8" / - u) WAIL. 2.0E G-P LAM LVL FLUSH sccrloN GIRDER(fYP. ALL AREAS) / O W i` 8" DIA, FLUE FOR NEW BOILER. W PROV. 2 ZONE HEATING SYSTEM; U IUNEXCAVATED SIZE BOILER AS REQUIRED (� 1 Z NOTE: u 0 4' , l 2' N ALL MECHANICALS TO BE O POURED CONCRETE ELEVATED TO A MINIMUM-0 W OF 8' "ABOVE MEAN ENTRANCE STOOP SEA LEVEL a V-4N O'� 3' 3' i4 Q #5 REBAR @ 12"O.C. W HIGHER GRADE (���""���) 2" PVC PIPE WEEP CLEARANCE SIDE `++ HOLE @ 8'O.C. PROVIDE POURED CONCRETE #5 REBAR 12"O.C. FOOTING 2'-0"X 2'-O"X I'-O"d. 1 "` PL-q (S RTICALLY) UNDER COLUMNS #5 REBAR @ 12"O.C. I/ �2' 3'� 1�'2• O j G' LOWER GRADE 5-I O" I 0" POURED CONCRETE RETAINING WALL SIDE - --- FOUNDATION PLAN + /4�� _ 1 � -O SCALE WALL SECTION N r` N w u- C' E° z n- O w O w z o U Q 6 Z 3ECT10N A 'n V z 3' 1 I'-3" Q H 3- 1 3/4"X 9 1/2"LVL N Iml Ifni HEADER ABOVE '-G 1/2^ 55 FWGGOG I 55 3- 13/4"X 9 1/2"LVL TUO G Al '-I ►/2• W HEADER ABOVE ABovE OOA�ovE eove © / U W CW 155 2 CW 155-2 (CTR2 10) cRrs l 1 lo) (CrR2alo) / Cw14-2 Z cp ©©ABO�a 10>C © © ©°BOA 3- 13/4"X I 17/8"LVL OM04]1 (CTR2a10) FLU5H HEADER J -) N Q SUPPORT MULLION 3- 2"X G"STUD W P05T5 (TYP. END LL' _ (CT`R2a 10) —I 5'-9" 2' KITCHEN Q o O DOUBLE P,LOOJ015T DINING AREA 9'-0" C.H. / z UNDER FAPTITION5 " RUNNING PARALLEL i (TYP. ALI. AREAS) 0 -� / o . GREAT ROOM 15 _ o 9 O C.H. - _ - _ 0 in O0 O0 ti 3 3 O Lo C ABOVE HANG F.J. WITH a. A (GTR2410) PROVIDE 8" DIAMETER LISP 5UH2G CONNECTOR " Z ti O TO FLUSH HEADER 4- 2 X 4 STUD W �r .� HI3*G PERMACA5T COLUMN ._2. _ P05T5 {TYP. END W IT W/BASE CAPITAL(TYP.) BEARING) � j ' 5'-I I• 3- 1 3/4"X 11 7/8"L 2GG8 O c0 FLUSH HEADER O UNE OF UPSTAIRS BALCONY 0 -� - Q Z O (CTR2a 10) 2' CLOSET? / °� 24G8 FOYER i WASHER DRYER Z 1q, OPENI ABOVE 9'-0" C.H. o _ / co DEN P'-0" THERMATRU 2GG8 LAUNDRY 3'-9' '-O DOOR W/ 14' � _ 9'-O" C.H. 51DELIGHT5 AND TRANS50M IN CONTINUOUS SIIl " O — 150S0.FT. `�/D N 1868 (4722-1C.47225L-IG;CC-420T-IC) 9-O C.H. v 15.6%%VENTr N 3- 1 3/4"X 9 12" LVL _ CLOSET iu EADER ABO /- 20G8 / 3 4G8 LINEN CLOSET 2"X G" LEDGER - ©�Bcr° a l o) BOLTED W/ 1/2" / O 1 SG p`Lf `t �' C.B. 1 G"o.c. —i U N BATH \ r G O ENTRY PORCH o XAZEK 13EADBOARD O_ N O N CIEIUNG MATERIAL / \ GW I G-2 CW I G-2 LVL HEADER H'-,,__tII3*G 18" DIAMETER Z_ PT COLUMN; (L -9 I/2" PROVIDEROVIDE ATTIC BASE 3 �� TUSCAN CAPITAL O ENTRY , ` LL STOOP G Q PROVIDE 3- 2"X I O"HEADERS W ABOVE ALL WINDOWS*DOOR5 I UNLE55 OTHERWISE NOTED ^ 0 V./ _ IPL-q l., r.cj P � F I K,5T FLOOR PLAN 1 /4" = I '-O" SCALE ` N to ILL- 0 n- z D_ IV O _I W- lL Q � } Z (w Q of Z PROVIDE 3- 2"X 18"HEADERS 3- 1 3/4" X 7 1/4"LVL ABOVE ALL WINDOWS*DOORS HEADER TOVE WINDOWS z UNLE55 OTHERWISE NOTED I/2• 4,-I OY CW 155-2 CW 155-2 3 w CW 155-2 CW 155-2 FEE RARE � CATHEDRAL CEIUNG ;b © ©_ 5, N In - WIju SUPPORT MULLION U Z Y " Q PITCHED PITCHED 20 CLOSET I In ROOF 4 a ROOF VENT w / 2668 CEIUNG CEILING 8'-0"C. in c0 Q Q o N 2668 4 " N / F— CLOSET - W i L C. z v Q O 0. BEDROOM = U —4'-7" ATTIC BATH 2 BATk#3 Z� 7, = v' -i�j BEDROOM 5 2' 1 P-9" C.H. U `� N LINEN O — U U 1 O'-0"C.H. 1675Q.Fr. U f17 = N Cfl 190 SQ.FT. — 55.1%VENT 2- 13/4"X 7 1/4" p N � 2068 % fll 1 1J' l 1 12 1 1/4 1 1!4U x 55.1%VENT 8 0 C.H. HEADER O 2068 0 lu N DOUBLE C.J. J W ° ° 3 Oz 2668 AS STAIR FRAME 668 _2, BP�TH m u 8-O C.H SH WER 2- 2"X 10"HEADER TTIC STAIRWAY 14 , SECOND FLOOR 00 ® TRAY CEILING 2- 1 3/4"X 7 1/4" BY"HUSKY" HALL 3- 2"X 4" _ / 1 1!4 3 3 2'-t Y HEADER 8'-O"C.H. POSTS cq ` C.OJ 3 4 3 1 1/4 (C.O a Lo O f\ / " lh a 2- 2"X 10"HEADER 3'-O"hl h RAIL O HEADERI 5�_g■ KITCHEN LAUNDRY W 2 — 2- 1 3/4"X 1 1 7/5" LVL 246 " �— HEADER ABOVE ' F.A.I. `— co 1 5'-5" POST 9' 1 114 /4 1 1n 1 114 4 AO BOPEN ELOW O u EN D w SINK W. W M Q } O SHCWER OQzo 2'— FIRST FLOOR 2668 3- 1 3/4"X 9 112"LVL 2 BATI1 y 11/4 - 3 ti CLOSET HEADER ABOVE WINDOWS 8 O C.H. Q 2 BEDROOM 5/D THI5 WIN OW HEA ER �O -' _ C'O 3 4 2 t` N 8'-O"C.H. HEIGHT 14'-8"ABO E U ci — _ TO SUFFOU(COUNTY co x — 155 5Q Fr. K FIN15HEI FIR5T fLCOR N = 4•Ud O c1 SERVICES EW� OF HEALTH 5.LIGHT ' ERVEI E UsN APPROVED N VENT S BASEMENT TRAP AFFG045 N tr Lf ' O A SLOPE" 1/4"PER FOOT PITCH TO a DRAIN AREA OF JQ ! PORCH BELOW c ' KML4554 KML4854 U) t"� w 6Y '-6Y PLUMBING DIAGCZAM W Z W U NOT TO SCALE 0 z 3' 4' 13' � Ix O O J LL 1 � SECOND ELOOK PLAN �� � � � � �+ 2 O= 11411 = I '-O" SCALE PL- 04 tu w O IL g W W cl O o U O Q rn Z Z Q� wLU o! U Q }- WI 40 11 7/8" R.R. cn 0 co @ I 11 2"X 8"C.T. @ I G"O.C. OUTLINE OF FLOOR AREA BELOW w w o 11J LU Z 12 ,P W > �8 J� o 0 u- v� � � w u O w U— lu Cam` x P} ©U 12 T- � O 8„ n_ V �� n0 �\ O (S) = gin W m ` _ �` Q Z LU 9� o� 2- 1 3/4"X 1 1 7/5"LVL HEADER -� lu J m 0 0 NN LL 00 O 'n C) CL WI 40 11 7/8" R.R. u U 2-II 3/4"X 11 7/8" LVL RIDGE WI 40 11 7/5"R.R. Z ti @ I G.O.C. _ @ I G" O.C. W IT 4"X 4" POSTS x 4"X 4" POST5 'IT TO RIDGE iv ctJi TO RIDGE C7 co 18 ¢ z PROVIDE CRICKET O AT CHIMNEY Z 4- Q e- U M � MASONRY CHIMNEY co \� O O 6� HEIGHT A5 PER CODE LVL/RIDGE i 718" r' 6 2 Fn +/ WI 40 11 7/8" R.R. @ I G"O.C. OUTUNE OF FLOOR AREA BELOW 12 3 hGo W 6 Z OUTUNE OF PORCH BELOW LLJ - U Z O O J W O Z O F F LA N fZ0 W Q) o 1 /411 = I 1-O" SCALE P-4 fry �Y '� �• ,•;i1 '�`k lu ,t �l c� O Q Q.- z O U w X PROV. USP MP5 @ 1 G" O.C. w CONTINUOUS CORA (� RIDGE VENT RAFTER SUPPORT CONNECTOR Z w o F PROV. USP' R5 I G-R 21" ARCHITECTURAL O Co i U CONNECTOR ASPHALT ROOF CD co uai Z 2- 1 3/4"X 1 1 7/5" LVL RIDGE 15 LB. FELT RIDGE HEIGHT NOT TO EXCEED 35'-O' ARCHITECTURAL 5/8"CDX PLYWOOD z_ PROV. USP R51 G-R 21" ASPHALT ROOF 40 VENTED BAFFLES Q tu CONNECTOR W/ 15 LB. FELT OVER * U Q 5/8"CDX PLYWOOD //) p p �p (31' R-30 INSULATION WI 40 11 7/8"R.R. I 4"XII " LVLRI GE �'f' @ I G.O.C. /611 PROV. 1/2"C.B. 2- 13/4"XII 7/8" c. @ 16"O.C. U Z 2"X 8"C.T. @ I G"O.C. LVL HEADER z 13/4"X 1 1 7/8" LVL RIDGE w g 2"X 8" C.T. @ 16"O.C. p PROV. USP R51 G-R 21" (J) PROV. USP KT20 �l 2- 1 3/4"XII 7/8" stO CONNECTOR w w O CONNECTOR(TYP.) 0��\1 LVL HEADER //� _ H JpF �8, PROV. USP RT20 O PLATE HEIGHT• 2"X 12"C.J. @ I G"O.C. BRACING �� / CONNECTOR OW.) Q O �g FASCIA WITH I/2 GYP. BOA _ OC VENTED SOFFIT HEADER HEIGHT I ARFAS N 2"X G" C.J. I G"O.C. 0 3- 1 3/4"X 7 1/4' HEADER 0) X 6" IJ DGER2"X G"STUD WALL @ I G"O.C. 2"X 4" INTERIOR \-2' BOLTED W/ 1/2" " N BEDROOM STUD PARTITION C.B. 16"O.C. 2- 1 3/4"X 1 1 7/8 2"X G"STUD WALL @ I G"O.C. �o HALL LVL HEADER O W/ R-19 INSULATION AND AZEK BEADBOARD F- 00 cp 5/8 CDX PLYWD. SHEATHING CEILING MATERIAL � 3- 1 3/4"X 1 17/8'LVL 3- 1 3/4"X 1 1 7/8"LVL PROV. USP RE I G-R 6" HBtG 18" DIAMETER a O FLUSH HEADER FLUSH HEADER CONNECTOR(_YPICAJ PERMACA5T COLUMN; Z ti PROV. USP RS 16-R 36" PROVIDE ATTIC BASE uJ � sECOND FLOOR - CONNECTOR(TYPICAL) *TUSCAN CAPITAL W .tea. • _ N LINE OF UPSTAIRS BALCONY 3- 1 3/4"X 9 /2"LV M WI 40 1 1 7/8" F.J. @ I G"O.C. HEADER @ WI DO (� FIR5T FLOOR CEILING o PROV. USP RS I G-R 12" T- c0 HEADER HEIGHT CONNECTOR OW. ALL R-19 INSULATION PKOV. U5P R51 G-K 2" • WINDOWS * EXT. DOORS) CONNECTOR . A PROVIDE WIRE LATH OVER Cl HANG F.J. WITH 0 >- � WINDOWS . DO R5) TYVEK STUCCO WRAP; FINISH Cl 3- 13/4"X 9 I/2"HEADER U5P 5U'H2G O FLUSH HEADERECTOR QO Z o W/STUCCO SCRATCH COAT, I/2 GYP. BOA BROWN COAT, FOLLOWED BY f` ALL AREAS DINING AREA, STUCCO FINISH COAT — 'TYVEK'5TUCC OVER cp PROVIDE 8" DIAMETER 3/4" EXT. GRAD PL OOD � co H5*G PERl+MACA5T COLUMN 2"X G"STUD WALL W/BASE C CAPITAL CrYP.) F R R-19 IN5ULATI N .) PROVIDE BLOCKING PROV. USP I G-6 G" NEW POURED CONCRETE @ I G"O.C. CONNECTOR .) ENTRY STOOP WITH 3/4" PLYWOOD STONE FINISH FIR5T FLOOR 5UBFLOOR WI 40 11 7/5" F.J. @ I G"O.C. R-19 INSULATION ENTRY STOOP PROVIDE 2 LAYERS 5/5" DRYWALL ON COUING HANG F.J. WITH PROVIDE USP STB I G t ' AND I LAYER 5/8"DRYWALL U5P 5UH2G CONNECTOR 5/8" DIAMETER ANCHOR BOLT W/ a ON WALLS (TYP. GARAGE) TO FLUSH GIRDER 7 MIN. DEPTH @ 36 O.C. W/MIN. (q 3"X3"X I/8"WASHER AT PLATE CD 3- 13/4"XII 7/8" 2.0E G-P LAM LVL FLUSH 2"X G" ACID SILL PLATE OVER H GARAGE GIRDER TERMITE SHEILD OVER SILL SEAL Z n w GRADE � U 4" DIA. STRUCT. Sn. UNEXCAVATED 4" P. CONC. SLAB ON COMP. COLUMN BURIED IN Z FILL WITH W.W.M.G X G 2'-0"X 2'-O"X I'-0"d. w ip 10 X 10 GAUGE WIRE POURED CONC. FTG. �4 O in (I'YP. ALL GARAGE AREA)) .J 8" P. CONC. FOUNDATION � Q WALL W/ P-4"X 8"cl. FTG. DAMPROOF PERIMETER Q OF FOUNDATION WALL (� W PLO, BUILDING TI N "A ' /4" = i '-O" SCALE c �' / l ; 1 — � t ` eC _ ,• �� w ILL_ Q Q H w DETAIL DIAGRAM MODEL 1540-510 DUAL FUNCTION FLOOD AND VENTILATION VENT W O W a � 0 a 0 I G 1 /4" R/O o z o z STRAP SLOTS USE TWO TOP = Q Z AND TWO BOTTOM ��o°� ❑ ❑❑ o ��gg❑❑❑❑ BEHIND THE RODENT SCREEN, LOUVERS 0 uu u u u u z "'gig- " S' �' ❑`x�❑�" t" AUTOMATICALLY OPEN AND CLOSE WITH 3 8 I /4 ❑❑° ❑❑ r� =❑❑=1100❑ ❑❑ ❑ TEMPERATURE. NO ELECTRICITY IS NEEDED 11 ❑❑❑ ❑°❑Eiu❑u ❑❑ou u�❑❑°❑ °❑o°°❑❑°O0O U Q o❑❑EU❑❑❑❑❑❑❑mu❑OLI❑u❑❑❑u❑❑❑❑ ❑bu❑u�❑❑ cn a] EDIFF CAULK LOCATION °�°O°°°❑a°n❑ �°uo°oO°OHHHHHHH °o°a mr 01-1 ° (FLANGE) BSg�B ��� °❑ �S°o�� � i°o�oS�SL�J°oS W W U z zg w 0 0 FLOAT SLOTS a a (n —' wO O/- rSTRAPS INSTALLED 2 ON FIGURE 1 z TOP TWO ON BOTTOMVENT o m O DOOR VENT STRAPS FRAME FIGURE 2 a a00 a � 12"MAX FROM d O FINAL GRADE a a INSTALLATION INSTRUCTIONS W FIGURE 3 'IT & DETAILS STRAP DETAIL. boo --" MODEL 1540-510 0 } o TEETH MUST CLICK IN TIGHT TO INSURE THF_ WWALLDUALFUNT10NFLOOD DUEL FUNCTION FLOOD AND VENTILATION VENT Z 0 0 SECURE INSTALLATI❑N. AND VENTILATION VENT BEND PAST 90'FOR SP NG MODEL 1540-510 Z BACK INSTALLATION INSTRUCTIONS < M (fl 1. Remove vent door from vent frame.(Turn upside down,rotate bottom of door outward and slide out) 2. Prepare a CLEAN 16.25"wide by 8.25"high rough opening(approx. 1 block wide X I block high) for each vent. Ensure the bottom of the rough opening is no more than 12"above the finished grade. 3. Apply a bead of polyurethane caulk around the back of the flange on the vent frame.(FIG.2) 4. Bend the 4 steel straps to the thickness of the wall measuring from the end with the teeth see STRAP DETAIL S.Insert the top straps into the top two strap slots about two clicks. 6. Insert the vent frame in the cut opening.The bent strap ends go in then up behind the inside of the wall. Push the frame tight against the face of the wall.Ensure the frame is flush and square in the opening.(FIG.3) �..� 7.Reach through the vent opening and click the two straps in while holding the front of the vent against the wall face. The sharp point of the straps should not extend past the front of the vent face.Install the two remaining bottom straps. 8. Re-check that frame is square and slots are clear of debris,and caulk. W� 9. Install the door into frame by grasping the bottom of door(with float pins down)and front(small screen in front). Slide door into frame W and rotate until it is latched. (� 10. To open the door insert two credit cards into the float slots as shown in the diagram.This will unlatch the door for removal and cleaning. Z DETAILED SPECIFICATIONS: W �_4 O MATERIAL: TYPE 316 STAINLESS STEEL 0 OPERATION FLOOD: AUTOMATIC NON—POWERED ACTIVATION AND OPERATION U_ VENT REMAINS CLOSED AND LOCKED UNTIL ACTIVATED 0 OPERATION AIR: AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG. FULLY CLOSED AT 35 DEG. NO POWER REQUIRED Z Q INSTALLATION: W SECURED W/ 4 STAINLESS STEEL STRAPS SUPPLIED 2 HYDROSTATIC RELIEF: 200 Sq. Ft per Vent O VENTILATION: 51 Sq. Ft per Vent NOTE: VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION P_� REQUIREMENTS FLOOD: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS COLORS: STAINLESS (STANDARD) EXTERIOR POWDER COATED WHITE, TAN, GRAY, AND RUST (AVAILABLE) , ' ��' �. •. Cr:'. MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS`AST FORTH BY:SE FEMA,NFIP,ICC,&ASCE SUPPORTIVE DOCUMENTS,TB 1-93,44CFR 60.3(Cx5),-ASCE 24-98 ICC EVALUATION#NER-624 co ray='.ZCM - 1M NOTE: NOT TO SCALE Q U_ IL GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING SCHEDULE 1.The information on this set of construction documents is to relate basic design 1.All walls,2x4 and 2x6,to be stud grade or better 16"o/c. All other framing material TABLE 3.1, INCLUDING 3.3 AND 3.9 intent and framing details. They are intended as a construction aid, not a substitute t0 be#2 douglas fir Or better. 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL for generally accepted good building practice and compliance With current New York JOINT DESCRIPTION NAIL QUALITY NAIL SPACING state building codes. The general contractor is responsible for providing standard 2.All wood framing in contact with concrete or masonry to be pressure treated. construction details and procedures to ensure a professionally finished,structurally ROOF FRAMING sound,and weatherproof completed product. 3. Provide double floor joists under all walls parallel to floor joist span direction unless RAFTER TO TOP PLATE TOE NAILED 8'-0" WALL: 3-8 d PER RAFTER N otherwise specified. CEILING JOIST TO TOP PLATE TOE NAILED 10'-0" WALL: 4-8d PER RAFTER8'-0" WALL: 3-8d PER JOIST O 2.General Contractor to coordinate all sub contractors,scheduling of work,and 10*-0" WALL: 4-8 d PER JOIST interaction between trades. 4.Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional C E 1 L I N G J O 1ST T O PARALLEL RAFTER FACE N A 1 L E D SEE TABLE 3.7 EACH LAP 17- W CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP Q lumber floor joists. COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE U 0 3.The general contractor is responsible for ensuring that all work and construction BLOCKING TO RAFTER TOE NAILED 2-8 d EACH END IL w meets or exceeds current federal,state,and local codes,ordinances and regulations, 5. Floor construction:%"tongue and groove plywood subfloor. Finished material to be RIM BOARD T O RAFTER END NAILED 2-1 6 d EACH END U 0 co U etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joists. WALL FRAMING � � LQ Q and Should be adhered to even if they are in variance With the plan. TOP PLATE TO TOP PLATE FACE NAILED 2-16 d PER FOOT IS) Q 0) Z 6.All Window and door headers to be minimum(2)2X10 unless Otherwise specified. TOP PLATES AT INTERSECTIONS FACE NAILED 4-16 d JOINTS - EACH SIDE 4.Dimensions shall take precedent over scale drawings do not scale drawings). All interior headers to be 2 2xl0 unless otherwise specified. STUD T O STUD FACE NAILED 2 6 d 24" O/C p 9 ( ( ) P HEADER TO HEADER FACE NAILED 16d 18" 0/C ALONG EDGES � TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD 5.The designer has not been engaged for construction supervision and assumes no 7. Provide full solid blocking under all bearing walls. 3-16 d PER 2 X 6 STUD > J 4-16d PER 2X8 STUD tu responsibility for construction coordinating With these plans,nor responsibility for BOTTOM PLATE TO FLOOR JOIST, V Q~ construction means,methods,techniques,sequences,or procedures,or for safety 8.All beams to have adequate bearing at each end or as specified. B A N D J O I S T, END JOIST, OR BLOCKING FACE NAILED 2-1 6 d • - PER FOOT 0 m precautions and programs in connection With the work. There are no warranties for a specific use expressed or implied in the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers. FLOOR FRAMING JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-8d PER JOIST BRIDGING TO JOIST TOE NAILED 2-8d EACH END 6.Refer to floor plans,exterior elevations,and Window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed with%"exterior grade plywood or BLOCKING TO JOIST TOE NAILED 2-8 d EACH END ILJ UJ Windows. All windows to be Andersen high performance quality or approved equal. 7/16"OSB plywood,group 1,APA rated. Plywood to span over all plates and BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16 d EACH BLOCK U Z LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST Z headers. JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST LU 7. Door and window headers to align unless otherwise noted. BAND JOIST TO JOIST END NAILED 3-16 d PER JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT -� J 11. Provide insulation baffles at eave vents between rafters. BAND JOIST w w O 8.General contractor is to ensure that masonry and prefabricated fireplace ROOF SHEATHING p[ _ construction meets or exceeds all manufacturer's specifications and applicable odes. 12. Exterior flashing to be correctly installed at all connections between roofs,walls, =STRUCTURAL PANELSI-- 0 chimneys,projections,and penetrations as required by approved construction 4' P E R I M E T E R EDGE ZONE - 16' O/C - 6- AT PANEL EDGES CLI 9.General contractor to consult and coordinate with the owner and the plans for all practices. 8 d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD O INTERIOR ZONE - 16" O/C - 6- AT PANEL EDGES AND 12" Q O built in items such as bookcases,shelving, pantry,closets,etc. FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOFa1NCLUDING 4A0" ONE MEDIATE OF THE ROOF PEAK, THETE SUPPORTS IN THE L4FIELD IL Z 13.General contractor to provide adequate attic ventilation and roof vents. 10.Provide hardwired smoke detectors,With battery backup,on all floors and in each PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. rD bedroom,verify with local code requirements as per Section R317, New York State 14. Provide appropriate soffit ventilation at overhangs. CEILING SHEATHING Residential Construction Code. Install Carbon monoxide detectors as per code. GENERAL PLUMBING NOTES GYPSUM WALLBOARD 5 d COOLERS 7" EDGE / 10" F I E L D WALL SHEATHING GENERAL FOUNDATION NOTES 1.Plumbing subcontractor to be responsible for adhering to all applicable code and STRUCTURAL PANELS 4'-EDGE ZONE - 16" O/C - 6- AT PANEL EDGES AND 12- AT 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD safety requirements. INTERIOR ZONE - 16" O/C - 6- AT PANEL EDGES AND 12" F- 1.General contractor to review plans,elevations,and details to determine intended 8 d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD ti heights of finished floor(s)above typical grade. 2. If wall plates or joists are cut during the installation of plumbing fixtures or FIBERBOARD PANELS 7/16" 6 d 3" EDGE /6" FIELD O LO 25/32" Bd 3" EDGE /6" FIELD IZ O equipment provide bracing to tie framing back together. GYPSUM WALLBOARD 5 d COOLERS 7" EDGE / 10" FIELD Z h 2.All footings to rest on undisturbed soil. 4' E D G E ZONE - 16- O/C - 6-AT PANEL EDGES AND 12- AT Wti GENERAL HVAC SYSTEM NOTES HARDBOARD 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD U.1 � 3. Provide'/"expansion joint material between all concrete slabs and abutting INTERIOR ZONE - 16" O/C - 6- AT PANEL EDGES AND 12" � CIO concrete or masonry walls occurring in exterior or unheated interior areas. 1. Mechanical subcontractor is responsible for adhering to all applicable codes and 8 d A T INTERMEDIATE SUPPORTS I N THE PANEL F 1 E L D co safety requirements. FLOOR SHEATHING STRUCTURAL PANELS - 1" OR LESS �� 8d 8" EDGE / 12" FIELD 4. Concrete on 4 sand or gravel fill minimum,with 6x6-10/10 wire mesh reinforcing. p } o Interior slabs to be placed on 6 mil.stabilized polyethylene vapor barrier. 2.HVAC subcontractor to fully coordinate all system data and requirements with the NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6' O/C AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" O/C AT THE O Z 0 equipment supplier. PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH W S. PrOVideCraWlSpaceVentilati0nperlOCalcoderegUirementS. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE Z_ 3.HVAC subcontractor to provide final system layout drawing and submit it to general REDUCED TO 1016 d NAIL PER FOOT. �7 6.General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval. Q .- between all wood surfaces that are exposed to concrete or masonry surfaces. - - - -- M V CO TAR E 7. Dampproof exterior of foundation with a bituminous coating as per code and soil 1�96 SBC Hq-1 WILD EEf 1CNVVM FRM E NEW CODE conditions. GENERAL WIND PROTECTION CONNECTION NOTES PL Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99 and 1995 SBC High Wind Edition Wood Frame Construction RAFTMSP)U%16'(YC GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction -TABLE 3.4 ROW PffCH ROW SPAN CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1.Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A continuous load path between footings,foundations walls,floors,studs and roof 1995 SBC HIGH-WIN D EDITION WOOD 12 20 28 3E WEATHERING SEVERE framing Shall be provided. ;FRAME CONSTRUCTION MANUAL 11 FROST LINE DEPTH 3'-0" RAFTER SPACING 16" O/C 2.All interior walls to be covered with%"gypsum board with metal comer reinforcing. 120 mph FASTEST W INDSPEED 4-12 4 6 811 TERMITE MODERATE TO HEAVY Tape,float,and sand(3 coats). 2.Approved connectors,anchors and other fastening devices not included in the DECAY SLIGHT TO MODERATE (� , Standard Building Code,Table 2306.1 shall be installed in accordance With ROOF ROOF NUMBER 51 WINTER DESIGN TEMP. 3.Walls common to garage and house to have a layer of 5/8" fire rated gypsum board manufacturer's recommendations. 71 PITCH SPAN (ft) OF NAILS ICE SHIELD UNDER- AS PER MANUFACTURER'S W at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber 4:12 12 3 91 LAYMENT REQUIRED SPECIFICATIONS/STATE CODE Z requires 2 layers of 5/8",fire rated gypsum board. 3. Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or 16 a subject to salt corrosion in costal areas,shall be stainless steel or hot dipped 20 5 121 FLOOD HAZARDS W 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. 24 g U SOUTHOLD BUILDING DEPARTMENT CRITERIA � (� resistant gypsum board,or wall the set on wonderboard or equal. 28 7 4.Where windows and doors interrupt wood structural panel sheathing and siding, 32 s 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. Z DESIGN LOAD CALCULATIONS framing anchors or connectors shall be provided at the top and bottom of cripple 36 - USE DWELLING UNIT-SECTION 310-310.2 W studs, header studs,and at least one stud at each side of opening. 5:12 12 3 2 HEIGHT 34�5'�i O O MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf 20 4 FIRE AREA(so 2130TOTAL � LJL 24 5 EXTERIOR BALCONIES 60 5. Ridge straps shall be attached to each pair of opposing rafters except where collar RUCTION WOOD FRAME CONSTRUCTION 3 TYPE OF CONSTRUCTION LL DECKS 40 ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair - 28 6 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1995 HIGH WIND EDITION WFCM Q ATTICS WITHOUT STORAGE 30 of rafters. 32 7 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS ATTICS WITH STORAGE 40 6. Uplift connectors shall be provided at each rafter bearing. 36 7 6 DESIGN LOAD CALCULATIONS SEE SECTION'W' W ROOMS (OTHER THAN SLEEPING ROOMS) 40 6:12 12 3 7 WINpOWANDDOORSCHEDULE PAGE 11 SLEEPING ROOMS 30 7. Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 16 3 O comers. 20 4 81 LOAD PATH SEE SECTION"A" A 2 CRITERIA FOR CALCULATION OF DEAD LOAD 24 5 9 NAILING SCHEDULE PAGE 10 ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. 8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 28 5 10 EGRESS SEE WINDOW SCHEDU E ARCHITECTURAL GRAPHIC STANDARDS With anchor bolts having a min.bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A 36 7 11 PLUMBING RISER DIAGRAM PAGE 11 minimum of one anchor bolt shall be provided Within 6 to 12 inches of each end of 7:12-12:12 12 2 12 FIRE PROTECTION SEE FLOOR PLANS AND SECTIONS..-,-_, SNOW each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ 16 3 13 TRUSS DESIGN DRAWINGS WA GROUND SNOW LOAD 145 lbs. masonry foundations. Anchor bolts shall be located Within 12 inches of comers and at 20 a 14J ENERGY CALCULATIONS ATTACHED spacing not exceeding 4 feet on center. 24 4 {r- ► SEISMIC 28 5 +1 q =rhY N DESIGN CATEGORY B 32 6 36 6 lC� t to/lf - WIND THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT {r SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS WIND SPEED 120 mph O GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR t C' "'%���>?f to EXPOSURE CATEGORY B - GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. O N IL O Q IL RIDGE N RAFTER z O USP RS250 AT 21 U o w � � o w Z o z � Q rn Z c� z Iw- A RAFTER/RIDGE/RAFTERwITHcT Q _ o <w o RAFTER KING STUDS RIDGE RAFTER U Z STUD USP RT16 OR(2)RT7 uz,� g RAFTER p p TOP PLATE TOP PLAN HEADER w O USP RS250 AT 21 USP RT3 tL = USP RT20 USP RS250 AT 18" = I— USP LS OR TMU IES - WALL STUD WALL STUD USP RS250 AT 12" O CONNECTION USP PRODUCT NUMBER Q Q () JACK STUDS A RAFTER/RIDGE/RAFTER WITH CT` RS250 21" (L z RAFTER/RIDGE/RAFTER WITHOUT CT RS250 21"+LSSH179 �p B RAFTER/PLATE/STUD RT20 O RAFTER/PLATE RT16 or(2)RT7 PLATE/STUD RS250 18" Al RAFT ER/RIDGE/RAFTERw/ocT B RA FTER/PLATE/STUD B RAFTER/PLATE PLATE/STUD C HEADER/STUD RT3 — - - - - C HEADER/STUD HEADER/JACK HEADERIJACK STUD RS25012" D FLOOR TO FLOOR KLFTA or RS250 36" of -0 0 E STUD/PLATE/SILL RS250 36" d to O STUD/PLATE RS250 16' Z I� PLATE/SILL MP6F 'd' LU �t F ANCHOR BOLTS ST616 0 M G POST ANCHOR FOR DECKS PAU SERIES CO POST ANCHOR FOR COVERED PORCHES CBE SERIES Q Z C) *1X6 OR 2X4-16"O/C COLLAR TIES MIN. O Q _Z ti Q I- M CO POST USP CBE P.C.FOOTING 2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD 1ST.FLOOR WALL STUD 1ST.FLOOR WALL STUD U) W F-- 2ND.FLOOR PLATE 2ND.FLOOR PLATE G POST ANCHOR FOR COVERED PORCHES Z SUBFLOOR SUBFLOOR 1ST.FLOOR PLATE 1ST.FLOOR PLATE W RIM BOARD RIM BOARD SUBFLOOR SUBFLOOR U O USP KLFTA USP RS250 AT 36" Z USP RS250 AT 36" USP RS250 AT 16" z 4 1 ST.FLOOR TOP PLATES 1 ST.FLOOR TOP PLATES RIM BOARD RIM BOARD 00 DOUBLE SILL PLATE DOUBLE SILL PLATE a, POST LL USP MP6F i-i 1ST FLOOR WALL STUD 1ST FLOOR WALL STUD Z FOUNDATION WALL a ° FOUNDATION WALL � , zQ PAU USP Lu 1-1 P.C.FOOTINGTANj4&Rs')'FOR-D'ECK' S' �L./ O PL� D FLOOR TOFLOOR D FLOOR TO FLOOR E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL G PO (tl LO N ^ ` w LL- O `t Q