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Home My WebLink About40038-Z FOl, �o�. Town of Southold 11/18/2016 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY' No: 38662 Date: 11/18/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Madeline Ave,Fishers Island SCTM#: 473889 Sec/Block/Lot: 6.-7-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/10/1989 pursuant to which Building Permit No. 40038 dated 8/27/2015 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: alterations and additions including covered entry, front deck and rear deck addition, to an existing one family dwelling as applied for. The certificate is issued to Burnham Packard,Louise&Beredy,Cornelia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0078 04/09/2009 ELECTRICAL CERTIFICATE NO. 40038 08/25/2016 PLUMBERS CERTIFICATION DATED 08/24/2015 tlichael,Graham Authoriz ignature o�gU�ot�c� TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE -oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40038 Date: 8/27/2015 Permission is hereby granted to: Burnham Packard, Louise & Ors. 118 Parker St Newton, MA 02459 To: additions and alterations to an existing single family dwelling as applied for per DEC and Trustees as applied for. Replaces BP 31837. At premises located at: Madeline Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 6.=7-12 Pursuant to application dated 8/27/2015 and approved by the Building Inspector. To expire on 2/25/2017. Fees: PERMIT RENEWAL $95.10 CO -RESIDENTIAL $50.00 Total: $145.10 Building ctor 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. __3-1.8,39 Z Date MARCH 10 , 2006 Permission is hereby granted to: LOUISE BURNHAM PACKARD 26 DEXTER RD LEXINGTON,MA 02420 for CONSTRUCTION OF A DECK ADDITION AS APPLIED FOR. THIS PERMIT REPLACES PERMIT ##18122Z, #18843Z, AND #28643Z at premises located at MADELINE AVE FISHERS ISLAND County Tax Map No. 473889 Section 006 Block 0007 Lot No. 012 pursuant to application dated MARCH 10, 2006 and approved by the Building Inspector to expire on SEPTEMBER 10, 07 . Fee $ 150 . 00 7/ Aut riz d Signature COPY 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. Z Date MARCH 10, 2006 Permission is hereby granted to : STEPHEN T & ORS BURNHAM ARLINGTON,MA 02174 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC AND TRUSTEES AS APPLIED FOR at premises located at MADELINE AVE FISHERS ISLAND County Tax Map No. 473889 Section 006 Block 0007 Lot No. 012 pursuant to application dated FEBRUARY 17, 2006 and approved by the Building Inspector to expire on , SCQT_ 10 , 2007 . Fee $ 190 . 20 M1 4 4,i � r ! D i uth ize Signature ORIGINAL Rev. 5/8/02 SOUr�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roper.riche rta-town.southold.ny.us Southold,NY 11971-0959 ®lyC®UNTY,� BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Burnham Address: Madeline Avenue City: Fishers Island St: New York Zip: 06390 Building Permit#: 40038 Section: 6 Block- 7 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT" 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 X Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 33 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 8 Wall Fixtures Smoke Detectors 9 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors 5 Sub Panel A/C Blower Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect F1 Switches R41 Twist Lock Exit Fixtures TVSS Other Equipment: "AS BUILT" - "ELECTRICAL SURVEY' - "NO VISUAL DEFECTS" Notes: Inspector Signature: — Date: August 25, 2016 0-81-Cert Electrical Compliance Form.xls 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 I% lead 5 Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building 6 Submit Planning Board Approval of completed site plan requirements B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features 2 A properly completed application and consent to inspect signed by the applicant If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1 Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50 00,Businesses $50 00. 2 Certificate of Occupancy on Pre-existing Building- $100 00 3 Copy of Certificate of Occupancy- $25 4 Updated Certificate of Occupancy- $50 00 5 Temporary Certificate of Occupancy-Residential $15 00, Commercial $15 00 Date A J P U ® ® ® New Construction Old or Pre-existing Building. k""o (check one) Location of Property 716 -,re_ Aj . House No. Street � �1;a �, _ PC-C Hammlet Owner or Owners of Property. e � rN^ 111 L/u 3e- I I C� J Suffolk County Tax Map No 1000, Section Q 6 Block Lot I Subdivision7,S{ Filed Map — Lot- Permit No Date of Permit Applicant. , Health Dept. Approval' \/eS Underwriters Approval: Planning Board Approval• Request for. Temporary Certificate Final Certificate- Vl (check one) Fee Submitted. $ plicant Signature 'P®l Town 11,11,53005 Main Road � � Fax(631)76S.1823 P.O.Box 1179 Southold,Nov York 971.0959 �� ®� Telephone(631)76S-1802 QUTLDWO DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: O s Building Permit N. 3123 7 Owner: �Te (please print) Plumber: V V'1 L�i�(Xxp ' (please print) I certify that the solder used in the water supply system contains less than 2/10 of I%lead. 1 hers Si a Sworn to before me this bA day of -t , 20_ZC Embossed hereon Is My State Of Connecticut Notary Public Seal cv 14 Commission Expires Manch 31,2016 JASON W.DREN{! Notary Public,, h County qf so eOUNI'1,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 6?-L �1� { INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /��'i � s— m BATE �- � j INSPECTOR 03 t-7— O��pf SOUryo! cOUM`1,�1c� i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . , [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION-2ND [ ] IN TION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL I N [ ] AULKING REMARKS: � s 1 DATE INSPECTOR a 4 003 oe so�TyOlo �ycourm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ "FINAL C�) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c..Q�. fir` �-� Q,,�••�.�, �,,.�.�; DATE INSPECTOR SOUTyolo UNT'�,�cc3� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [toKFINALCA) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ®�► ®° lor DATE ®� /� INSPECTOR 2�e e?—� o�aof soulyo �ycourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ NAL(I-e- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: —40 a e DATE �� INSPECTOR2?� UE SOUlyolo D o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: lk- g� DATE s ' INSPECTOR D PoPIDURLAND - VAN VOORHIS NOV 16 2016 architacf: BUILDING DEFT. TOWN OF SOUTHOLD November 15, 2016 Mr. Michael J. Verity Chief Building Inspector Southold Building Department Town Hall Annex Building P.O. Box 1 179 Southold, NY 11971 Ref: 810 Madeline Avenue- Burnham Packard House, Fishers Island Dear Mr. Verity: I am writing you to verify the installation of a new 4x4 PSL column in the basement of the above- referenced project in conformance with the New York State building codes. If you have any questions or need any additional information, please do not hesitate to contact me. Sincerely yours, Charlie Van Voorhis, RA c SDA C9�A�f.�S�J jtr Ai1l VOORHIS Principal �� 025717 PC 6e. 1 loo maltap•ohotl RIS 02-39 O l 0n"? 9or' d.• tln FIELD INSPECTION REPORTDATE COMMENTS FOUNDATION(1STCi i1 FOUNDATION (21 PLUMBINGROUGH FRAMING& 5"Am,I I I I I INSULATION STATE ENERGY • 1 IN irk ! t �� 1 i r 11 • • - r Unn JAW �T''Woo i KS • 1 . .f. NO PAN Il ' i - r Jill / `''� Board Of Southold ' Tom Trustees x. SOUTHOLD, NEW YORK PERMIT NO. DATE: .4 e .2.1......2.904 STEPHEN BURNHAM ISSUEDTO ........................................... .......... .. .. ...... ... .. ......... . ......................... 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 IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL-OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;•'. and in accordance with the 21, Resolution of The Board adopted at a meeting held on Ae ....... .20.0.4...• and in consideration of the sum of $J0!10.... ... paid by Stephen BuAnham .................... . ..................................................................... .......................................................... F"heu Lstand of ............ 4..... ..................... ................. N. Y. and subject to the Terms an Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Wetland Permit to construct additions and renovations to the existing single-family dwelling,re- grade existing lawn,and install a new septic system,with the condition drywells and gutters are installed to contain the roof run-off and a line of hay bales is placed down prior to construction, and all as depicted on the site plan prepared by Richard H.Strouse last dated September 12, 2004. all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF. The said Board of Trustees here- - 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. _n) C= ,k7ft_e Fo.6tek fmstees tF ®��®F SO ®l® John M.Bredemeyer III,President •-•u Town Hall Annex Michael J.Domino,Vice-President H;;'• ? ,?� ,, 54375 Main Road > 5 P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee a® Charles J.Sanders,Trustee ® Telephone(631)765-1892 ��G'®U01 Fax(631) 765-6641 )BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1151C Date: August 10 2015 THIS CERTIFIES that the construction of additions and renovations to the existing single-family dwelling_regrading of existing lawn installation of new septic system,with the _condition of daEells and gutters to contain the roof run-off with a line of hay bales being placed down prior to construction,• and for the as-built rock retaining wall and drywell with the condition of a 5' "no-mow"area along the landward side of the rock retaining wall At Madeline Avenue, Fishers Island Suffolk County Tax Map#6-7-12 Conforms to the application for a Trustees Permit-heretofore Bled-in-this office Dated January 30,2004 pursuant to which Trustees Wetland Permit#5900 Dated April 21,2004,was issued and Amended on September 21, 2011 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 construction of additions and renovations to the existing single-family dwelling, regrading of existing lawn installation of new septic system with the condition of drywells and gutters to contain the roof run-off with a line of hay bales being placed down prior to construction,• and for the as-built rock retaining wall and dwyell with the condition of a 5'_ "no-mow"area along the landward side of the rock retaining wall. The certificate is issued to STEPHEN BURNHAM owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION /j-4738-03278/00001 C PERMIT NUMBER EFFECTIVE DATE isOctober 26,2005 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental October 25,2010 Conservation Law TYPE OF PERMIT ■New ❑Renewal ❑Modification ❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ 6NYCRR 608:Water Quality ❑ Article 27,Title 7;6NYCRR 360: Certification Solid Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9;6NYCRR 373: ❑ Article 15,Title 15:Water Transport Hazardous Waste Management ❑ Article 19:Air Pollution Control ❑ Article 15,Title 15:Long Island Wells ❑ Article 34:Coastal Erosion ❑ Article 23,Title 27: Mined Land Management ❑ Article 15,Title 27:Wild,Scenic and Reclamation Recreational Rivers El Article 36: Floodplain Management ■ Article 24: Freshwater Wetlands ❑ Articles 1,3, 17, 19,27,37; ❑Article 25:Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Stephen Tyler Burnham 617 795-0988 ADDRESS OF PERMITTEE 118 Parker St., Newton, MA 02459 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Burnham property, Madeline Ave, Fishers Island SCTM # 1000-6-7-12 COUNTYTOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Valentines Pond NL-5 DESCRIPTION OF AUTHORIZED ACTIVITY: Two story addition, deck and new septic system all in accordance with the attached plans prepared by Richard H. Strouse last revised 8/12/05 and stamped NYSDEC approved on 10/26/05. Regrading of the existing lawn is restricted to the area within the "Limit of Clearing, Gradina and Ground Disturbance" as shown on the approved plan. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 &3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Roger Evans SVA Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIG NATURE DATE Page 1 of 4 . October 26, 2005 ~ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 L'rD 3j' 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey________e--'- www.northfork.net/Southold/ PERMIT NO. Check Septic Form N Y S D.E.C. Trustees Examined 3110 20 (' Contact: Approved L U 20__(, Mail to: Disapproved a/c J Phone. Expiration U 20 &P0_a0r__ Bui ing APPLICATION FOR BUILDING PERMIT Date 20 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 applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to mit authorized inspectors on premise Viand in building for necessary inspections. lip (Signatf of applicant or name,if a corporation) FE8 , P,.c�tre' St. /�Je" I-an _ /14 0, L?U+ (Mailing addr6ss of applicant) StateOwh thWw"t isrowner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises � e��P�r1 -T. C yL, ON , &4 ry`7 I., go r kL&I (As on the tax roll or latestdeed) If applicant is a corporation,signature of duly authorized officer Name and title of corporate officer) / e tY T%vK` 44 . u�►�� '�P��_Buiklm License No. `a,6 V?q ' 01 `�5 J Plumbers License No. Alla c,L,3zti /e.'- Electricians License No. N76 , Other Trade's License No. N oT cl,«s e.1 ye fi 1. Location of land on which proposed work will be done: i n P'1,:Lde k,;t . Ave— l-iS��c��Sl�utrC House Number Street Hamlet County Tax Map No. 1000 Section 006 Block Lot 12 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occ pancy of proposed construction: a. Existing use and occupancy Se�zSGyla( f ? ancr2 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition t- Alteration K Repair Removal Demolition Other Work y/ (Description) 4. Estimated Cost t S-0, Oab Fee �4' 1 SD , !rd (To be paid on filing this application) 5. If dwelling,number of dwelling units / Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear 3 6 Depth y'2 Height 2 y Number of Stories Dimensions of same structure with alterations or additions: Front 3 Rear Depth `/a Height 21 Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front p�I V Y Rear. Depth 10.Date of Purchase Name of Former Owner KCL+�'rt c,r e ir, 11.Zone or use district in which premises are situated res 12.Does proposed construction violate any zoning law,ordinance or regulateYES_ \W 13.Will lot be re-graded?YES k/NO Will excess fill be removed from pren "-rybb NOS_ 14.Names of Owner of premises S�eO 7; �urk�4�Address t iY B�rGzr S�. phi_ ,,o "/g- $- Name of Architect Cl les tL.N&#r14,3 Address Phone No S-6 r 493- it Name of Contractor C-6,-A flu,rn lra Address Phone No. 631 wa s�, ce-" "T"s 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES_!!�__NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PER MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO_ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) - 8 Sten�ey,%-T• n 1` t It Al�61 being duly sworn,deposes and says that(s)he is the applicant C�dv rjunt -, (Name of individual sigrn g contract)above named, e cer,etc.) and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith Swom t•b$b ym IW'L day20 A 1(lo Pu lic J�,CKSON L�Cf� Siunature of Applicant Notary Public,State of New York No.01LE6121031 Qualified in Queens County q Gommission Expires January 3,20 A 7 BOARD OF HEALTH 3 SETS O,F PLANS FORM NO. 1 SURVEY VV . . . . . . . . . . TOWN OF SOUTHOLD CHECK . . . . . . . . . . . . . . . . . . ' BUILDING DEPARTMENT SEPTIC FORM . . . . . . . . . . . . . . . . TOWN HALL SOUTHOLD, N.Y. 11971 NOTIFY TEL.: 765-1802 CALL . . . . . . . . . . . . . . . . . . . . . Examined . . . ,, 19C1.� MAIL TO Approved . . . .�. . . . . ., 19 OPermit No. ,� 2•�q �� Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l�J L5 U l! L5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ® . . . . . . .- . . . . . . . . . . . . (B ding Inspector) BLDG.DEPT TOWN OF SOtl MOLD i APPLICATION FOR BUILDING PERMI April 25 89 Date . . . . . . . . . . r 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 issued a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comr tt�:a l; fable laws, ordinances, building code, housing code, and regulations, and to admit authorized ins ecto p�1pr� ' ` h d in r ph �r�mises grid m-buildi - for necessary inspVre ' �'�•�.Y.--:.i....p•.....,..+. •.•fir E6`^''� .(Signapplicant, or name if a corporation) Y."., �i�i�`t.i'•it�'�t_3;3 L.�Li�r '�;�.1� i /I I n "" s Ai m,'A 4 fill; 4iiA e Fm�i�$.s�ea'� ---- -� I`t� �e/N wla{6.dQ ��J,C.•-- Fi°1�14►aq /I.IY L®�0,� ----- • . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ta0 t (Mailing address of applicant) State whether applicant iso r�,b',rQs,she tag r hilect, engineer, general contractor, electrician, plumber or builder. . . . . . . . . . . . . . . . . . . .. t . .� . . rYr •C: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s Name of owner of premises ..Q51 Pki a; , Gox�q� a.$ul .l? Y �� 1i �� am aniel Mallo (as on the tax roll or latest deed) . - - - - - - If applicant is a corpo atae ;gsiWapg 4,1j ff-_ytaii,1h _ri`zed officer. Y'4'..'``"ice ,bY-°��pS',�at►��:.+.4ir S`�e�2 ��_�l� . . . . . . . . . . . . . . . . . t �1��i Y s �°•i �=Ae �• j. ..i. . . .. (Name and title of corporate officer) Builder's License No. . . . . .. . . . . . . . . . . . . . . . . . . . Plumber's License No. . . . . . . . . . . . . . . . . . . . . . . . . Electrician's License No. . . . . . . . . . . . . . . . . . . . . . . Other Trade`s License No. . . . . . . . . . . . . . . . . . . . . 1. Location of land on which proposed work will be done. . . . . . . . . . . . . . Madeline Avenue Fishers Island I{ouse Number . . . . . . . . . . . . . . . . . . . . . . .Street,. . . . . . . . . . . . . . . . . . . . . . .Hamlet. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. County Tax Map No. 1000 Section . . . . . . .1?. . . . . . . . . . Block . . . . ,7, , , , , , , , , , , , , Lot . . . . �o�$ , , , , , , , , , - . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . Filed Map No. . . . . . . . . . . . . . . Lot . . . . . . . . . (Name) . . . . . 2. State existing use and occupancy of premises and intended use and occupancy of proposed constriction: a. Existing use and occupancy Summer ,house , , , . . . . . . . . . . . . . . . . - - - . - - b. Intended use and occupancy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. Nature of work (check which applicable): New.Building . . . . .., . . . . . Removal . . Addition Repair . . . . . . . . . . . Demolition �lork ?utdoor. . . . . . • • • • . . . . . . . . . . Othcrl�ork . reel;• ation�ar a 4. Estimated Cost . . . . .$2500 $50 cscnptionej . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5. If dwelling, number of dwelling units , . . . , (to be paid on filing this application) Number of dwelling units on each floor. If gara;e, number of cars . . . . . . . . . — . _ • • • . . . . . . 6. If business, commercial or mixed occupancy, specify nature and e,. • . . . . ' ' ' ' . ' ' ' ' ' ' 7. Dimensions of existing structures, if any: Front . Ment of each type of use . . . . . . . . . • . , Height . . •�:5 's orZ�� ' . Rear . . ft . . . . . . Depth . '3' 'ft' • • 27: € . . :. :. NumberofStones . . . . . . . . . . . . . . . . Dimensions of same;st,ruct,ure with alterations or additions: Front . • - • • Depth . ;• , •42; ft ; ; - • • • • •20 .ft . . . . . . . Rear 8. Dimensio ' • ' ' ' ' flcight • •27.+t. . . . . . . . . . . . . .. Number of Stories . . .Z:5 stories • ' Dimensions ofeeritire new construction: Front — — ' • • • • - Height . . . L.-:':: .`� . .�:':'Numbcr •_. . . . . . . . . . Rear . . . . . . . . . . . . . . . Depth . . .-. . . . . . . . . . . . of Stories • . . 9. Size of lot: Front . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10. Date of Purchase 1:, Rear . . . . . . . . . . . . . . . . . . . . . . Depth . . . . . . . . may''' 19$8 • Na r of rr� cr Owner Katarine •Schmidt ' • • ' ' ' ' 11. Zone or use district in which premises are situated , re en • • • • • • • • • • • • • • • . . . . . . . . . . . . . 1%. Does proposed construction violate any zoning law, ordinance. or regulation:. . • no • • • ' ' ' ' ' ' ' ' ' 13. Will lot be re-•iaded . . rto . . . . . . . . . . . . . . . . . . . . . . . . 14. Name of Owner of premises Burnham-Malloy ' ' ' • • Will excess fill be removed from premises: e Name of _ ' ' • • • • • • • • • Address 124• Pelhamdale Ave phone No. . (914 s/38-7�4� N Architect Pelham:•NY• 10803• ' ' ' . ' ' Name of = • . . . . . . . . . . . . . . . . . . Address . . . . . . . , . . Phone No. . . . . . . . . Contractor . . . . . . . , Address � � • � • ' ' ' ' ' ' ' ' IS .Is this property located• within • • • • " " " " . . . . . . . • PhoneNo. • . . . . . .'. tidal *If yes , Southold Town Trustees Per mite may bearequired. etland? *YES. . . .N®. X„ PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. . 3) APP D AS FIRED DATE:-� Zy S.P.1� 2:ZFEE: D NOTIFY SUI NG pEPA ENT AT _-- 765-4802 8 AM To 4 FM FOR T#* FOLL&WING INSPECTIONS: 1. FOUNDATION • Tft REQUIRED ' FOR POURED CONCRETE 2. ROUQH . FRAMING & PLUMBING 3. INSULATION 4. FINAL . CONSTRUCTION MUST 8E COMPLETE FOR C.O. ALL CONSTRUCTION SHS MEET THE REQUIREMENT$ OF TIME N.Y. STATE CONSTRUCTION & ENEY CODE& NOT RESPONSM& FOR DESIGN OR CONSTRUCTION ERRORS STATE OF NEWYORK COUNTY OF . .07 -! �( . . . • S.S ' ' being duly sworn, deposes and says that he (Name of indi-ideal signing contract) . . . . is the applicant above named. iicisthe . .©...I( Ef . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Contractor, agent, corporate officer, etc.) )f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this Pplicatlon; that all statements contained in this application are true to the best of his knowledge and belief;and that the .York will be performed in the manner set forth in the application filed therewith. 'worn to before meis . . . . . . .day of. . , \ rotary Public, . • • . — . . . . . County 9 VV LOUIS KRA - �Notary,Public, State of w York No. 4500376 Qualified in Nassau County Y• • . . . . . . . . . . . . . . . . commission l xpires March 30,191D (Signature of applicant) A. s d�ti �� -.\ � � • /i . � .. /; � \\ ria \ ....�.�ri- a� • 7. Board Of Southold Town Trustees x SOUTHOLD, NEW YORK PERMIT NO. .S900 DATE: .Apsu e 21, 2.004 , r: STE=PHEN BURNHAM ISSUEDTO ............................................. ............... . ....... .. . ........... .......... ...... ........ Z R \ 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 IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;••'. and in accordance with the Resolution of The Board adopted at a meeting held on .AP ...2....1..... 2004• and in consideration of the sum of $.50.00 .. paid by .� Stephen Buhnham ....... -.......-................................ . .......... ........................ ..................... n, xP.us hem I stand • of ....... .............................. .. . .....- ... .. N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town' Trustees authorizes and permits the following: :% Wetland Permit to construct additions and renovations to the existing single-family dwelling,re- 1 ex 1;o lawn,and install a new septic system,with the condition drywells and gutters are grade e installed to contain the roof run-off and a line of hay bales is placed down prior to construction, and all as depicted on the site plan prepared by Richard H.Strouse last dated September 12, 2004. all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- 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. ••f ®��1 1 0�l�® 1 Z Trustee I ' _ ig 11 M 'WAR--- EN } l r l J` S TERMS and CONDMONS Stephen BuAnham The Permittee residing at Madet i.ne Ave., Hz heAz l s&nd N. Yy as part of the consideration for the issuance of the Permit does understand and prescree to the fol- lowing: 1. That the said Board of Trustees and the Town of Southold are released from any and all dunages, or claims for damages, of sults arising directly or indirectly as it result of any open ation performed -pursuant to-this permit, and the-said Vetmittee will, at his or her own ewe, idefend*ny and all.such suits-initiated 4 d4rdparaes, and the said permittee assumes fall liability with respect thereto, to the complete exclusion of the Board of Ttustees of the Town of Southold 2. That this Permit is valid for a period of - .24-- '-- 6ios. which is tdaddeded to be the estimated time required to complete the work involved, but should circumstances warrant, request for an exteasion ,may be mace to the Board at a latex date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that auth- orization uthorization was originally obtained. I 4. That the work involved will be subject to the inspection, and approval of the Board or its agents, and non-compliance with the provisions of the originating application, may be cause for Cevocation of this Permit by resolution of the said Board 5. That there will be no unreasonable interference with navigation as a result of the work herein adchorked. 6. That there shall be no interference with the tight of the public to pass and repass along the beach between.14gh and low water marks. k•_ 7. That if future operations of the Town of Southold require the removal and/ot alterations w in the location of the work tierein wdwdzed, or If, in the opinion of the Board of Trustees, the. work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work or project herein stated without cq=ses to the Town - -of $outhold. P. That the said Board will be notified by thePermittee of the completion of the work aath odzed. 9. That the 'Permittee will -obtain all other permits and consents dhat way be required sup- elemental to this permit which may be subject to revoke upon failure to obtain tame. • R Qe®F S®!/I John M.Bredemeyer III,President �o� y®l® Town Hall Annex Michael J.Domino,Vice-President 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee ® O� ®�� Charles J.Sanders, Trustee Telephone(631) 765-1892 `°®U �"� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1151C Date: August 10, 2015 TRIS CERTIFIES that the construction of additions and renovations to the existing single-family dwelling, regrading of existing lawn, installation of new septic system,with the condition of drMelis and gutters to contain the roof run-off with a line of hay bales being placed down prior to construction, and for the as-built rock retaining.wall and dryffell with the condition of a 5' "no-mow" area along the landward side of the rock retaining wall At Madeline Avenue, Fishers Island Suffolk County Tax Map#6-7-12 Conforms to the application for a Trustees Permit,heretofore filed in this office Dated January 30,2004 pursuant to which Trustees Wetland Permit#5900 Dated April 21, 2004,was issued and Amended on September 21, 2011 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 construction of additions and renovations to the existing single-family dwelling, regrading of existing lawn, installation of new septic system,with the condition of drywells and gutters to contain the roof run-off with a line of hay bales being_placed down prior to construction: and for the as-built rock retaining wall and drywell with the condition of a.5' "no-mow"area along the landward side of the rock retaining wall. The certificate is issued to STEPHEN BURNHAM owner of the aforesaid property. Owl Authorized Signature * NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03278/00001 October 26,2005 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental October 25,2010 Conservation Law TYPE OF PERMIT ■New ❑Renewal ❑Modification ❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ 6NYCRR 608.Water Quality ❑ Article 27,Title 7;6NYCRR 360 Certification Solid Waste Management El Article 15,Title 15:Water Supply ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: ❑ Article 15,Title 15.Water Transport Hazardous Waste Management ❑ Article 19.Air Pollution Control ❑ Article 15,Title 15: Long Island Wells ❑ Article 34:Coastal Erosion ❑ Article 23,Title 27. Mined Land Management ❑ Article 15,Title 27:Wild,Scenic and Reclamation Recreational Rivers E3Article 36: Floodplain Management ■ Article 24: Freshwater Wetlands ❑ Articles 1,3, 17, 19, 27, 37; ❑Article 25:Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Stephen Tyler Burnham 617 795-0988 ADDRESS OF PERMITTEE 118 Parker St., Newton, MA 02459 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Burnham property, Madeline Ave, Fishers Island SCTM # 1000-6-7-12 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Valentines Pond NL-5 DESCRIPTION OF AUTHORIZED ACTIVITY: Two story addition, deck and new septic system all in accordance with the attached plans prepared by Richard H. Strouse last revised 8/12/05 and stamped NYSDEC approved on 10/26/05. Regrading of the existing lawn is restricted to the area within the "Limit of Clearing, Gradingand Ground Disturbance" as shown on the approved plan. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Roger Evans SVA Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIG ATURE DATE Page 1 of 4 October 26, 2005 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24, 25,34 AND 6NYCRR PART 608 ( FRESHWATER 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 endangerthe 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 or result 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 orwaterway 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 the bed of a waterway or floodplain 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 orfill 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 projectwill 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 survey was prepared by Richard H. Strouse, last revised on 8/12/05. DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-03278/00001 r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION rt 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 permittee'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 1-4738-03278/00001 PAGE 4 OF 4 SO�jpy4! o _ Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road y (631)765-gg �2 P.O.Box 1179 G Q rogerAchertCa o`wn.sOu:90 Q1 nV us Southold,NX 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' I REQUESTED BY: �fi . e��eti � L�(l/l �'�; Date: ,'�-•�0 Company Name: ��I e� �C � , Name: License No.: Address: Phone No.: i i JOBSITE INFORMATION: (*Indicates required information) *Name: SfC V U *Address: S *Cross Street: N *Phone No.. 621 77 3S T '�;/l R7q D { Permit No.: 110035, j Tax Map District: 1000 Section: 06 Block: _ Lot: •— *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle Al!That Apply) *Is job ready for inspection: ES/ NO Rough In Final f� Do you need a Temp Certificate: YES 18 Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other f *'New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION JIS-76 82-Request for Inspection-Form D DCCO `V[E Mr. Michael D ichael). Verity NOV 1 6ri116 November 15, 2016 Page 2 BUILDING DEPT. TOWN OF SOUTHOLD t. 4rj � rf� rn3j Straps on either side of column screwed to beam 4 4' • Column bose with epoxy anchor DURLAND & VAN VOORHIS ARCHITECTS 628 PLEASANT STREET-SUITE 322 NEW BEDFORD,MASSACHUSETTS 02740 TEL(508)993-6567 FAX(508)993-6581 TRANSMITTAL TO: Office of the Building Inspector DATE: November 9, 1999 �� Town Hall RE: Madeline Ave. House 53095 Main 1179 ATTN: �` Building Inspector Southold, NY 11971 FROM: Charles VanVoorhis MATERIALS TRANSMITTED : Quantity Date Description 3 sets Survey and existing conditions drawings 1 As-Built Building Permit THESE ARE TRANSMITTED (AS CHECKED BELOW): X For approval Approved as submitted Resubmit_copies For your use Approved as noted Submit copies As requested Returned for changes Review/comment Other COMMENTS: Included with the building permit application and check for $75.00 are three copies of as-built drawings for the Packard-Burnham house on Fishers Island, as well as three copies of the Survey by CPK. From my conversations with Mrs. Packard, I believe these drawings answer your request for structural drawings. If you need any additional information, please do not hesitate to contact me. COPY To: Louise Packard SIGNED: cza( ARCHITECTURE DESIGN PLANNING Gym Town Hall, 53095 Main Road C=o Fax (516)765-1823 P. O. Box 1-179 �- ® Telephone (516)765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR ; TOWN OF SOUTHOLD TO: Louise Packard Boa 699 Fishers Island, NY 06390 RE: Madeline -Ave., Fishers.Island, 1000-6-7-12. HUD Your Building Permit application is being as incomplete for the following reasons; 1. N.Y. State DEC required. , 2. Town Trustees required. 3. Locate wetlands on survey. DATED: December 17, 1999 1 , DURLAND VANVOORHIS TRANSMITTAL ARCHITECTS Ii ' l AUG 9 2002 , TO: Office of the Building Inspector DATE: ugu t 6,,2002" :. Town Hall RE:Madeline Ave. Packard=louse, 53095 Main Road ATTN: Damon Rallis P.O. Box 1179 Southold,NY 11971 FROM:Charles VanVoorhis MATERIALS TRANSMITTED : Quantitv Date Description 1 8/17/01 DEC Order on Consent/Stipulation 1 8/24/00 Acknowledgement of Trustees Permit 1 3/17/00 Survey Map w/ wetlands 1 8/6/02 Application fee ($300) THESE ARE TRANSMITTED (AS CHECKED BELOW): X For approval Approved as submitted Resubmit copies For your use Approved as noted Submit copies X As requested Returned for changes Review/comment Other COMMENTS: As per our conversation I am sending the above mentioned items. I have included an unstamped copy of the wetlands survey and will forward a stamped one as soon as I receive it from the engineer's office. Could you please send me a copy of the old permit application for my records. If you have any more questions or need any additional information please do not hesitate to call me. Thank you for your kind assistance on this matter. COPY TO: Louise Packard SIGNED: 628 PLEASANT STREET SUITE 322 NEW BEDFORD MA 02740 TEL 508 993 6567 FAX 508 993 6581 www dwarchitects.com February 16, 2006 Mr. Damon Rallis Plans Inspector Town of Southold Building Department Town Hall Southold NY 11971 Ref: Application for a building Permit for an Addition to a House on Fishers Island Dear Damon: Several weeks ago I sent you the plans from Charlie Van Voorhis for your second round of approvals. Here are the final parts of my application: 1. A check for 150 dollars made out to the Town of Southold 2. A copy of my permit from the Southold Town Trustees 3. A copy of my permit from the NYS DEC 4. A copy of my permit from the Suffolk County Health Department 5. A fully completed and notarized application form with Home Improvement license numbers and Electrician license numbers from Walsh Contracting Ltd. I will send the plumbing and other license numbers as soon as I choose the contractors. I hope everything is now in order and that you can issue the permit. Please let me know if there is any outstanding issue. Sinc ly Stephen B am 118 Parker Street Newton, MA 02459 (617) 795 0988 T'vwn liall,53095'Mai i Road: `-�.' �P.COryEo t'1;�79-:"'• R!a,t re;:,4 w l y, - 'Fax(631)'76.5-9502:, SouthoIdew York 11971;9959 " :'' 1� C, Telephone''(631)765=1802 �.t BUI _ A}� ry'� L'D ,: ,; - • �. ', 1.- � s � ' , �/.('��ryn��(�jy7��IIVG�I.�(WEy�I'yQYA�R`}pyT• 4El�`■yT pyo ; . ehivarY a' -2006 ' ,' ,. �� Stephen Buriiliain_. .,� ,` - ' �- • ;' '�. �-..,. , .- � � - - � , � . � , 118'Parl{er'.Street'' :Newton;'MA 024'59 Dear W,'Burnham Thank ou'for our, l• Y, p ari,'stilirriissi'oi�for is a'house on Fisher's Island:Ho�veever, �1'zetui�iiiig'tlie plai�s'arid asl ing tliat;yolz submit cam lete a licaoa,1 for re 'Becau'se of the heaN�y-worlcload'fi�re i1%t ppe lie bui.loing depailmoni,;it,is-not•feasible,fo'r us,to _ pre-review-your plans at 'tune.tilrie. Because you h'aye,all.of the items"required,for, ,your applicat an;',ik vvoulci be in'your vest interest,,as-Well'as yoir•clienVS, to'-submit,your„ icomplete''appaation for teview.�Irany=changes are-need-oii the plans;. ve:will l'e`t y'ou,'. .,' know: If"�.ou�liave'an ue = Y y,g- stions,'please feel, Bail this office at 631=765=1,802' ° spectfully,Y6zus, , 1 . .; , _„ . ;:rte: .,. , .,,�;��.:. . - -� ., , , ' , , ,- . , • .' , , .. - � ;,. ' , , .��, � . Adthozed Si' att7re f - _ DURLAND • VAN VOORHIS MR 8 architects r T R A N S M I T T A L DATE: March 3, 2006 TO: Southold Building Department FROM: Charlie Van Voorhis ATTN: Damon Rallis RE: Packard-Burnham House Addition & Renovation MATERIALS TRANSMITTED: Quantity Date Description 1 3/3/06 ResCheck THESE ARE TRANSMITTED (as checked below): For approval Approved as submitted Resubmit copies X For your use Approved as noted Submit copies As requested Returned for changes Review/comment Other COMMENTS: Enclosed please find a revised copy of the energy check for the above-referenced project, If you have any questions, please do not hesitate to call me. CC: Steve Burnham Signed: ( V_ecaaz 628 pleasant street suite 322 new bedford ma 02740 1508 993 6567 f 508 993 6581 dwarchdects com i CME"', CME Associates Engineering, Land Surveying &Architecture PLLC -formerly Chandler, Palmer&King 32 Crabtree Lane, P.O.Box 849 110 Broadway r--A/Voodstock,.0-T 06281. -. . Norwich, CT 06360 (860)928-7848' FAX(860)'928-7846 (860)889-3397 FAX(860)886-7801 M March 9, 2006 TCVVCCJT OUDN Mr. Damon Rallis Town of Southold Building Department 53095 Main Road Southold,NY 11971 RE: Packard/Burnham property Madeline Avenue, Fishers Island Dear Damon- 1 have reviewed the surveys in our files for the properties along Madeline Avenue within 300 feet of the above captioned site. The average setbacks to the front property line including the Packard/Burnham property is i 8 feet. As proposed, the 23 foot setback would comply with section 100-230A of the zoning regulations. Please contact me with a questions. OF NFW Y Yours truly, �, PRD H.sTRo��p� oaoa N a m aoo ''char t use, P.E.;L.S. � "" oma, . 049 Toll Free 1-888-291-3227 An Equal Opportunity Employer www.cmeengineering.com INDURLAND - VAN VOORHIS architects TRANSMITTAL DATE: March 10, 2006 TO: Southold Building Department FROM: Charlie Van Voorhis ATTN: Damon Rallis RE: Packard-Burnham House Addition & Renovation MATERIALS TRANSMITTED: Quantity Date Description 1 Rev 12-9-05 Construction Documents THESE ARE TRANSMITTED (as checked below): For approval Approved as submitted Resubmit copies X For your use Approved as noted Submit copies As requested Returned for changes Review/comment Other COMMENTS: Enclosed please find one more set of construction documents for the above-referenced project, If you have any questions, please do not hesitate to call me. 1�0�f -T0TOWNCF s _ CC: Steve Burnham Signed: 628 pleasant street suite 322 new bedford ma 02740 t 508 993 6567 f 508 993 6581 dvvarchdects com `� ._ ! P 11 E22 - , h 1R2�0� LOOSMOW- Mr. Damon Rallis Plans Examiner Town of Southold Building Department PO Box 1179 Southold, New York 11971 Ref: Madeline Avenue, Fishers Island Project Dear Damon: I spoke to your office today and was told that you received the 4th set of plans and that the only outstanding item left was my checks for 240.20. I sent you a check for this amount on March 10thbut just in case it did not get through, here is another. Please let me know if there is anything more that I should do on this matter. Many thanks. Sincerely, Stephe Burnham!- 118 urnham118 Parker Street Newton, MA 02459 y 617 795 0988 . pF SO(/r�,ol 0 Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Telephone(631)765-1802 Southold,New York 11971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD MAY 2, 2006 Louise Burnham Packard 26 Dexter Rd. Lexington, MA 02420 RE:Madeline Avenue.. S.C.T.M. # 006 0007 012 Dear Ms. Packard , Please be advised that your Building Permit #28643 issued Aug. 12th, 2002 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of$150.00. At that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. K.AMkr Clerk Typist t INDURLAND • VAN VOORHIS yy� architects 'ln I �n TRANSMITTAL DATE: March 19, 2007 TO: Southold Building Department —� r FROM: Charlie Van Voorhis ATTN: Gary Fish RE: Packard-Burnham House Addition & Renovation MATERIALS TRANSMITTED: Quantity Date Description 3 Rev 03-19-07 Construction Documents THESE ARE TRANSMITTED las checked below): For approval Approved as submitted Resubmit copies X For your use Approved as noted Submit copies As requested Returned for changes Review/comment Other COMMENTS: Enclosed please find 3 sets of the revised construction documents for the above-referenced project. These drawings have been updated to reflect actual field conditions. Please note Drawing CPK Site and Septic has not been included in these sets, as no changes have occurred. If you have any questions, please do not hesitate to call me. CC: Steve Burnham Signed: 628 pleasant street C&�2a" suite 322 new bedford ma 02740 t 508 993 6567 f 508 993 6581 dvvarchitects corn r : .:TOWN OF SOUTHOLD .. _ =_ _r. = -BUILDING- INSPECTION =, PO BOX 1179 _ SOUTHOLD', N.Y. 11971 STEPHEN AND KRYSIA BURNHAM 118 PARKER STREET NEWTON, MASSACHUSETTS 02459 TO WHOM IT MAY CONCERN, HAVING SPOKEN TO A REPRESENTATIVE OF YOUR OFFICE ON 29 AUGUST, 2007, WE ARE REQUESTING A SIX MONTH EXTENSION ON OUR BUILDING PERMIT NUMBER 31837: THE PERMIT.ONTHE BUILDING STATES THAT IT EXPIRES ON 10 SEPTEMBER, 2007. THE PERSON I SPOKE TO THOUGHT THAT THE DATE SHOULD HAVE READ 10 AUGUST, 2007. WE ARE HOPING THAT THIS"IREQUESTWILL"BE.ABL'E TO..-�BE,"GRANTED AND THAT WE SHALL BE ABLE TO HAVE OUR',FINAL-INSPECTIONS BEFORE SIX MONTHS HAVE PASSED. YOU MAY WRITE TO US AT THE PARKER STREET ADDRESS WRITTEN ABOVE. THANKING YOU IN ADVANCE FOR YOUR ATTENTION TO THIS MATTER, WE REMAIN, SINCERELY YOURS, STEPH N BURNHAM C&/�� KRYSIA BURNHAM August 14, 2015 Ms. Connie Bunch Town of Southold Building Department PO Box 1179 Southold,NY 11971 Ref: Building Permit for 810 Madeline Ave, Fishers Island - Tax Map: 6-7-12 I have finally received my Certificate of Compliance from the Southold Town Trustees, dated August 10, 2015, and I have enclosed a copy of this letter together with my final septic system as-built from the Suffolk County Health Department. I think I am now fully ready for my final building inspection to receive my Certificate of Occupancy. I understand from our phone call today that Gary, the inspector, will be on Fishers Island on Thursday the 201h and that I or a representative should meet him at the firehouse at 1230. My niece,Elizabeth Burnham, age 30,will be there to meet Gary and accompany him on his inspection. Please let me know if there is anything else I need to do or provide for this. Thank you. Sincerely, Stephen Burnham Owner 810 Madeline Avenue Fishers Island,NY 06390 Mailing Address: 118 Parker Street Newton, MA 02459 Cell: (617) 899 0304 �! AUG 19 2015 ^LDG Eur August 21, 2015 Ms. Connie Bunch Town of Southold Building Department PO Box 1179 Southold,NY 11971 Ref: Building Permit# 31837 for 810 Madeline Ave, Fishers Island- Tax Map: 6-7-12 Further to our conversations of this week, I enclose: - An original of my Suffolk Health Department septic plans with the green stamp - A check for$145.10 to cover my request to renew my building permit and my request for a certificate of occupancy (form enclosed) - An application for final electrical inspection with a check for$150. Please note that my electrical work was done by Walsh Contracting who have since closed. They did have an electrical license at the time of doing the work. - A plumbing solder certificate that I have filled out myself and not notarized as the water supply was done in PEX. The work was done by Mike Graham at BD Construction and I can probably get a notarized certificate from him if that is Please let me know if there is anything else I need to do or provide. Thank you. Sincerely, Stephen Burnham Owner 810 Madeline Avenue Fishers Island,NY 06390 Mailing Address: 118 Parker Street Newton,MA 02459 Cell: (617) 899 0304 Sep. 12.2016 10:47 PAGE. 1/ 8 TIM PATTERSON anommos&0 MAO, •tea 0ruasas 9w Z L d3s John T. Patterson, jr. 1232 The Gloaming # 206 Fishers Island, NY 06390 Mike Verity Building Inspector Town of Southold Fax# 631 7659502 Mike, I have copied and am faxing to you several pertinent pages from the manuals of the boiler and water heater. I feel that the installations of both are well within the specs that are shown in these documents. Pages I through 4 concern the water heater and the ProTech vent system, which is one of the recommended vent systems for the T-KD20 that it is attached to. As you remember it is the one with the 4" stainless vent. Pages S and 6 are concerning the Prestige Triangle tube boiler. I noticed that the specs contain the notice that the intake and exhaust need to be on the same area or sided near enough to one another that they are in the same zone of air pressure as regards wind.They think of everything, which is good as I can see the issues that could arise if intake and exhaust were on opposite sides of a building air pressure wise. Sep. 12.2016 10:48 PAGE. 2/ 8 TIM PATTERSON In regard to the foundation, Chad Mrowka has assured me that the footers and foundation were inspected and passed. Steve Burnham also knows this to be true. However as it has been 'so long since that was done, it is understandable that the records are not easy to find. Steve is going to have a local contractor dig down to the level needed to verify the footer and consequently, the application of tar/ sealant to the foundation itself.We would like to do this as close to your next visit as possible so as to not have the chance of water filling up the hole. remember you saying you would be back out on the 20th. Best,Tim PS: Chad has asked me to say that he is sorry not to be able to provide the documentation.This all occurred as he was in a transition from being a full-time contractor to working for the Utility company. It was a tough time for him and though he has looked through the paperwork he still has, he was unable to find the inspection papers. 8 Pages including cover sheets paer.2 TOWN OF SOUTHOLD P40PERTY_- RECORD CARD (17 r7 — / -2- VILLAGE DISTRICT SUB. LOT �dE R STREET ,beg C /s E ACREAGE RMItR OWNER N TYPE OF BUILDING 1 ar y ��L hillS W la . FARM SEAS. VL comm. IND. CB. MISC. Est. Mkt. Value VL LAND IMP. TOTAL DATE REMARKS .2- 1 -2-0 (200 Z PAr S, I o0 /a) I,') 12 0 Ji A 0o 2-11-2- L)- - AGE BUILDING CONDITION L 106195,-7#51- &I A I FRONTAGE ON WATER L 06 4,t v) I NEW NORMAL BELOW ABOVE Form Acre Value Per Acre Value FRONTAGE ON ROAD BULKHEADlable I DOCK Cox--, [able 2 lable 3 o0od:1and rompland ushland )use Plot r_,141F:1-1S71 T�-Mai -44 l d19A , 11,�, — I I I ! Bs --- �� qtr A ` fig• —G � SSU Foundation )_ %•-, Bath =xtension �> G -- Basement _ V� / Floors xtensionZ Ext. Walls Interior Finish - �Z ,�, E*'�, Fire Place H eat xtension Pc clti 1(Q.`i�1�7 27Z 3 — �$4- _�' Porch I -- — Roof Type Porch Rooms 1st Floor y_ •reezeway Patio Rooms 2nd Floor c.- iarage �3X3Z^= c�(� I oo �00� Driveway Dormer >. B. -1 UY,1,7 = 87 -- — — - - ' n ^ Permit# t Permit Date RESn 3~7.3 Compliance Certificate� ��0��NN��w�� N|UNcate Project Title: Burnham-Packard House Renovation & Addition Report Date:O30300 Data filename:Burnham-Packard MBCCheokmk Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type, Detached 1or2Family Heating Type: Non-Electric Glazing Area Percentage: 199& Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Madeline Avenue Steve Burnham Charlie Van Voorhis Fishers Island,NYoO3SO 11nParker Street Dudand^Van Voorhis Architects Newton,MAOu459 O20Pleasant Street e17Je5o988 New Bedford,MA 02740 otevebumhom(Pmn.oum 508.e93.65e7 ovanvoorbio@,dvvomhitocto.cum Compliance:Passes I J Maximum''UA:174 Your Home�UA:1 59 8.6% Better Than Co.de,(UA) Cavity Glazing R-Value or Door Ceiling 1:Flat Ceiling or Scissor Truss. oou 38.0 0.0 e Wall 1:Wood Frame, 1e^u�. 310 19.0 0.0 s Window 1:Wood Fmme:DuublePane with Lnw-E: 1e3 0.360 os Door 1,Solid* 18 0.310 6 Doo 2:Glass: 17 0.300 e Wall o:Wood Frame, 16"o�.: 141 19.0 VD O Wall 3.Wood Frame, 18^u�.: mm 19.0 un uO Wall*Wood rmmo 1e^o�.: uor 1e0 uo 18 Floor All-Wood JvisuTruao.Ove,Unconditioned Space: 547 30.0 uo 18 Boiler 1:Other(Except Gas-Fired Stoom):unAFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When onng/steood ooa/gn Professional has stamped and signed this page,they are attesting that to the best of hi dprofessional] d h | h | with this Code Sep. 12.2016 10:48 PAGE. 3/ 8 1 Use the Included l- brackets to connect the unit to a wall to ensure that it does not fall over. These brackets INIDOOR INSclearanc TALLATIONeb twee illrequired the back of the unit andV a When installed indoors, the T-KD20 water combustible surfaCe- heater shall be located in an area to maintain MouAl arO&A „4• 361w around the the following minimum clearances .,.,, unit: ^..11 '► Indoor Installation Service Clearances �„ Left side of heater sti°'` �L SL�nrf f=ront Maintenance s ace � 4" Wepther Back°f heats_r 2�, R ht ssde of heater 121 1 vented in To of heater er Combustion Air and ventilation The diagram below details tiie required This rdanGe with heater the msec be "Venting of cicnranccs around tt�c ger � Equipment,, of the latest edition of the Natural Fuel Gas Code, ANSI 2223.1 and all applicable local building codes. in Canada, — fallow section and Pr7 of 49,1 opaneeInstallation CodCSA e. NNatural Gas -- / Combustible Air SupplY ONEF The T-KD20 is direct vent (Sealed Combustion) system that all combustible air supplies from outside building. The T-Kg20 % must be installed in a location where the l_ pros amount L_ of combustible air will be available to it at all times without Obstructions, pppipe can be used As combustible air s;ts ly p P Wall Hanging installation s,,jitable 3" pipe such as. steel, PVC or ABC For a wall mount installation, use TK-BK01 P:pe suoply air pipe brackets to securely attach the T-KD20 to the wall. Locate the heater as desired, but follow all applicable local codes, as well th installation. Standing or outdoor clearances that apply Standing Installation if the unit is to be installed standing on a surface, adjust the legs so that the unit stands securely and is level (legs can be adjusted up to V), Do not install the unit standing directly on a combustible surface. Use a 3„ non- combustible base. a =:� on r Sep. 12.2016 10:48 PAGE. 4/ 8 VENTING INSTRUCTIONS �®� re to follow all applicable national and Town Hall Annex odes. Telephone(631)765-1802 54375 Main Road Cyenel—al Fax(631)765-9502 P.O.Box 1179 G the horizontal vent run exceeds b ft., the souWAWM&7l1nVfoper venting of this a t{*�` • ing criteria mu-,t be observed: can restit in excessive levels of UNT`I monoxide which can result in severe perso Support the vent run at 3 ft intervals with injury or death overhead hangers, BUILDING DEPARgW6ft9TP the vent run downwards toward the Exhaust Vent TOWN OF SOUTHUMUrminator at a rate of W per foot. This is a Category III appliance and must be vented accordingly, The vent system must be sealed air tight. All seams and joints must be sealed with high heat resistant silicone sealant or UL listed aluminum adhesive tape having a minimum temperature rating of 350°F. For best results, a vent syster; should be as short and straight as PCs$ "�e Tnis �^!t rec.-as 4' Category III approved, smgie wall! sTa,n e$5 steel vent pipe or any other Catego,*j rif approved, non-combustible, corrosion-.res sant material. The following are UL listed n-a:% fscturers: ProTech Systems Inc. (FasNSea_, Fiex-l_ Inc., Z-Flex Inc, (Z-Vent 111) and Hea;ria. Inc. (Saf-T Vent). Follow the vent pipe manufacturer's instructions when installing the vent Alpe. Do not Common vent this appliance with any other vented appliance. The Maximum length of exhaust vent piping mast not exceed 25 ft. deducting 5 ft. for each eibow used in the venting system. Co not use more than 3 elbows. i Diam Max. Max.Vertical or eter No, of Horizontal run In Elbow Length 41? 3 Ea. 25 ft For each elbow added, deduct 5 ft, from max.Vent length. No, of Elbows Max, Vertical or _ Horizontal Length 0 25 ft. � 20 ft.� 10 ft. When installing tree vent system, all applicable national and local codes must be followed. If you install thimbles, fire stops or other protective devices and they penetrate any combustible or noncombustible construction, Sep. 12.2016 10:49 PAGE. 5/ 8 3 FIN fipr PRO- 02 LEAIDEPS R'N' VENTING TECHNOLOGY FasNSealO VENT CIT INII TION INSTRUCTIONS These instructions pertain to the installation of the*#WMG DEPARRUbVffin one appliance may not be connected into and the FSWMKBS Vent Kits. TOWN OF SOUvent kit termination. The FasNSealO Vent Kit is designed for sidewall venting of • FasNSeal0 must avoid any contact with plumbing or Instantaneous tankless water heaters and wall hung boilers. electrical systems. This kit contains three easy to install parts that provide the • Proper clearances to combustibles must be ability to vent through any combustible wall.The Vent Kit is maintained over the entire length of the system(refer compatible with standard FasNSeal"products. to diagram 1). *Be sure to read these instructions completely,and those of • Never install FasNSeal®on an appliance that is not the appliance itself,before proceeding with the installation listed for use with a Special Gas Vent or Type BH vent. of this kit,Additional information and requirements regarding • Additional FasNSealO vent lengths can be installed the use and installation of FNS®products can be found In for extended runs. The overall equivalent length of our FNSO Installation Instructions (Literature No. 11508), the system shall not exceed the specifications of the Local codes and regulations may be applicable and should appliance manufacturer's Instructions. always be adhered to. • Horizontal vent runs shall have a slope of no less than The UL listing for this product is void if components other 11 inch(6.4mm)every 12 inches(306mm)to prevent than those supplied as Listed Components by ProTech collection of condensates. Systems, Inc. are used. All warranties, stated or implied, The termination should be away from trees, shrubs, are void if this product and the appliance to which it Is or decorative items as flue gases could cause connected are not installed In accordance with their damage. respective instructions and jurisdictional code requirements. The venting system must be free to expand and Proper joint assembly is essential for a safe installation. contract. Failure to follow these instructions and good sound • Check for unrestricted vent movement through walls, installation practices can lead to risk of pipe breakage,fire ceilings,and roof penetrations. and carbon monoxide poisoning. • Different Manufacturers Have Different Joint Systems and Adhesives. Do Not Mix Pipe, Fittings, or Joining KIT COMPONENTS: Methods from Different Manufacturers. The following items are included in,the box for this kit. • Clearances must be increased In applications •Wall thimble termination exceeding 400 degree outlet temperatures. •Telescoping 90-degree elbow •12-inch long appliance adapter for the FSWMK4 or a -V clearance to 12-inch standard vent length for the FSWMKBS Combustibles •installation instructions WARNING:Do not penstr'ate or puna GENERAL REQUIREMENTS ture any part of the system with -fast- J _ WARNING: Failure to conform to any of theai eners. TT 3°Mlnlmum requirements Moy violate.looeb state,,or national-codes T GAUTI4N'r The +std,,create condltionO thit rniy, Cause catastrophic appliance must prophage or personal injury. be: mounted far • Proper operation of the vent system and appliance enough from the' depends olrl.tk a use and correct assembly of all parts wall to maintain a specified by MbToch Systems, Inc, for a particular minbmum. diear- installation. °' ante of one inch — • If required by the"ap snce manufacturer, a drain between the t" Vertical vent and, � min. fitting must be located ose as possible to the • appliance flue outlet. combustibles,,� .- ..,. ` DIAGRAM 7 c�u� FRO TECH .SYSTEM$ 1Na. � aeras -_ i,einFwa IN VENTINO rVICNNOLOGY w. , Sep. 12.2016 10:49 PAGE. 6/ 8 NOTICE.,The 6.1110Mpg N' to be used as a guideline Ohl r' vent collar and secure it with the built-ib locking band. Check with the 0adkanfomomerit-otlireO yours or kit FSWMKB3 insert the male end of the stan- speaifii;term446tion'c�c}`r�irerrlents. ® yp� d vent length Into appliance collar and secure it mit the built-in locking band. Telephone(631)765-1802 A m�6f�'i� 'dent system,excluding di �t- nt minate at least 4 feet (1 1 t the elbow to achieve the dwir�P#01515-9502appt� r1 m) -� offiffi) f Q %pot) horizontally from, on the locking band located on the wall thimble above any oor, window, or gravityl ®UNV9�, g 114"drive rachet with 5116 socket, into any building. The bottom of the vent terminal s installing the elbow, it is important to make sure that be located at least 12 inches (305 mm)above grade. each end is inserted past the silicone gasket, To ensure In geographical areas where snow a0q9t1#;fRG DEQ"engages each gasket,at least two inches of terminate the system at least 12 inches abqFC0WWqW S(t UMOLat be inserted.This minimum requirement is line. The termination must be kept clear of snow and met as soon as the double lines etched into the ends of the ice at all times. elbow are covered (refer to diagram 3). Do not terminate over public walkways or over an area If you are unable to Install the elbow past the indicated lines, where condensate or vapor could create a nuisance or additional vent lengths must be installed. Refer to the hazard or could be detrimental to the operation of FasN$eal*Installation Instructions(Literature No. 1150)for regulators, relief valves,or other equipment. proper installation techniques. Priorto initial start up,check the entire system to ensure all INSTALLATION INSTRUCTIONS joints are secured and sealed correctly. The seams and 1. Examine all components for possible shipping damage joints must be checked for gas tightness when using the prior to Installation venting system with Category III or IV appliances and for free movement of flap. PTS recommends that a qualified 2. Determine the location and cut an opening for the wall inspector check the entire system at least once annually thimble(refer to diagram 2), following the initial installation. • Position Part into the opening so that angled hood The installation must conform to the requirements of the Is located on the outside of the structure. appliance manufacturer's instructions, the National Fuel • Apply a bead of silicone between the structure and Gas Code,and local codes and regulations, mounting plate before nailing or screwing Part Ato the outside sUrfece of the building. • From the inside,slide the sleeve of Part 8 onto the - - sleeve of Wart A until the plate of Part B is flush against the Inside wall.Fasten with screws or nails. 3. Slide the 12-inch long appliance adapter or 12-inch standard vent length over one end of the elbow. Insert Insert the Elbow until the flared �- the other and of the elbow into the wall thimble. covers botend of the hemale profile h etched lines Outside -- Inside Building Building Surface Incorrect Surface o- par{g _ �- Tighten damp until snug To Appliance-- i (Do not over tighten)-- ,' - ----- ---- I ;.._i I a.6•:e.a Correct Part A--� 2"x 6"Stud -- DIAGRAM 2 (combustibles) DIAGRAM 3 400 South Pearl Street•Albany, NY 12202 PRaracN SYSTEMS, INC. oto-463.7284•Fax 518.463.5x71 . 1:800,766.3473 LEADERS IN VENTING TECHNOLOGY sales(Mprotechinfo.conn•www.protechinfo.com Sep. 12.2016 10:50 PAGE. 7/ 8 �� jyOl® Tri�nc�I�Tub� Ding Vept1J%stajlation of Vent/Air Pi ift� p 'w { t s-lgo2 54373 Main Road Fax(631)765-9502 Direct YRptBc"gif"ntal - Sidewail G Southold,NY 11971-0959 Q Include the 900 elbows used to terminate combustion air inlet and vent when determining Installation of the vent and combustioMak in the total leh of pipe. must comply with local codes and requiIN EPARTME ulTrOLD with the National Fuel Gas Code NF Z223.1 for Installations In the U.S. or CSA 8149.1 or 8149.2 for installations in Canada. For direct vent installations In the Commonwealth of Massachusetts, the Installer must comply with the additional requirements outlined on page 20 and 21. 12 ,304.8 MMI Min, ao'ieus.e mnj Max � A,gas vent extending through a sidewail should not terminate near an adjacent wall or below any build- Ing extensions such as roof eaves, balconies or I decks. Failure to comply with the required clear- ances oould result In severe personal Injury, death or substantial property damage. ! Z Determine Termination Location g !+ Locate the vent and combustion air termination using the following guidelines: Fig, 4A: Direct Vent - Alternative Sidewatl Termination 1. The total length of the vent or combustfon a;r pipma ---� �+ must not exceed the limits given in Table 1 on page 12. 2. The corrlbuslior, ,sir::.ce must terminate using a 901' eelbow ano must c-1 )^stalled 12 inche [304,8 rnmf &0, above'��• above grade or irojected snowline as shown In � ,Q as;��`a� v Figure 4 or 4A. �2 CP\1C`Q\ 3• The vent pipe must terminate vertically with a 90° ry r�4gn" elbow configured outward or away from the com- t9�o�� , bastion air inlet and must be located 12 to 24 inch- es 1304,13 to 609,6 mm] above the combustion air Mm,/�' Inlet as shown in Fig. 4 and 4 A. E E E E .� The combustion air inlet and the vent termination mm Oi ; �..' must reside In the some pressure zone/area of the building. ti � t®tt� ` i'�-.�y •f,r� n eo r Mn n grade or projected snow brie FIg. 4: Direct Vent-Sidewall Vermination Sep. 12.2016 10:50 PAGE. S/ S Combustion Air - Prevention of Con s® TriangleTube ' ,` ® Not 1Vatar rpeun,�r.• own Hall 7UMx -t802 SECTM MaGMEWSTION AIR - PREVEN I •F ray cans containing chloro/fFt»r bb$1fa9502 CONT1AU1NATOM ® �® rmanent Wave Solutions Southold,NY 11971-0959 Chlorinated wax - Chlorine - based swimming pool chemicals and BM If the PRESTIGE combustion air inletTi7 %$D pAR� cleaners any area likely to cause or contain contamination,or OUTH%Rm Chloride used for thawing ice If products,which would contaminate the air cannot Sodium Chloride used for water softening be removed, the combustion air must be re-piped and terminated to another location. Contaminated Refrigerant leaks combustion air will damage the unit and its burner system, resulting in possible severe personal injury, - Paint or varnish removers death or substantial property damage. - Hydrochloric acid/muriatic acid Cements and glues Antistatic fabric softeners used in clothes dryers Do not operate a PRESTIGE unit if its combustion air Chlorine-type bleaches, detergents, and clean- inlet or the unit Is located In or near a laundry room ing solvents found in household laundry rooms or pool facility. These areas will always contain haz- - Adhesives used to fasten building products and ardous contaminates, other similar products Pool and laundry products and common household Areas likely to find these products and hobby products often contain fluorine or chlo- rine compounds. When these chemicals pass tory clean,ng;ldunclry areas anc establishments through the burner and vent system, they can form , strong acids. These acids can create corrosion of - Beauty salons the heat exchanger, burner components and vent ivletdl fabrication shops system, causing serious damage and presenting a - possible threat of flue gas spillage or water leakage Swimming pools and health spas into the surrounding area. • Refrigeration Repair shops Please read the following information. If contami- - Photo processing plants nating chemicals will be present near the location of the combustion air inlet,the Installer should pipe the - Auto body shops combustion air inlet to another location per the PRESTIGE installation manual. Plastic manufacturing plants Furniture refinishing areas and establishments New building construction Remo:fel;ng areas G«rac;es mth, workshops � 00 C) , ' V 00 U 1000 � o -� 0 w ' '� •b M03 00 cd :> .> b N/F c) �S>I�� - � a, � � � ALFRED R. GREBE, JR. - 00 w VACANT LAND an N 86'44 40 P E .---- 1:14 rr N � Y �H 242.60' ®ire 0 4N.zON J M O con 1 J rn \ 1 O= W AREA= 2.26± ACRES z � /F J � N N C o W PIRATE COVE N N F MARINE N o PATRICIA DOWNEY LOCATION MAP SCALE 1 "=400' LIMIT OF CLEARING, GRADING do GROUND DISTURBANCE i SCHIESTL H=-: A CONTINUOUS LINE OF HAYBALES SHALL BE PLACED AROUND THE PROPERTY AT THE EXTENT OF THE THE LIMIT OF CLEARING, GRADING do GROUND DISTURBANCE . • •• • , •• "`.._._------ TEST HOLE DATA BY: R. STROUSE, P.E,L.S 10/31/02 0"-15" TOPSOIL 15"-36" SANDY SUBSOIL NSF 36"-12' SANDY TILL ' PIRATE COVE MARINE • - NYSDEC FRESHWATER WETLAND N/F fo • •.• WATER 0 12', SEEPAGE @ 90 COMMERCIAL USE MUNICIPAL WATER BOUNDARY AS FLAGGED BY MICHAEL LAUGHLIN 4ma C. BALK N.Y.S.D.E.C. 3/15/00 ON SITE SEPTIC SYSTEMw. •,•- �• S 87'36'00" W MAP REFERENCES /�N + a i i .6 i P I 72.80' 1.1.. Q a S 33'14'10" W . 1.) SURVEY MAP PREPARED FOR GEORGE W. PACKARD, LOUSE BURNHAM Q = / PACKARD, STEPHEN T. BURNHAM, CORNELIA B. BURNHAM; VADEI_INE AVENUE; Y z ° °o o e ° �, % 111,54' FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORINICH, CT; U N/F DATE: AUGUST 11, 1999; SCALE: 1"=40'; SHEET 1 OF 1 Q W.F. PATRICIA DO �" m - - w.F. SCHI EST _ SINGLE FAMILY R NOTES < m MUNICIPAL V BOUNDARY MAP 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Z Q PROPOSED DRYVVELL FOR INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE "URPOSED i - i �� - O°° ROOF LEADER RUNOFF �, ON SITE SEPTIC ._ J � S(`,ILF-- 100' AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE W O OF THE ENGAGEMENT. m Z ?- d tir•, s} ,£. x ,s �i LLI i i c ` ROPOSED ADDITION '� r�:`.�;,.,,.:> �'�`• '0� � 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND W ..,Yc. " DECK Q: ROPOSED GEODETIG SURVEY TRIANGULATION STATION PROSZ G7 24 :z<fir,.:.J <.. :� -;". » 4.0 INLET `Azka;; s ;-6e z 6 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP V ISTING 36" �. 4"� 'Q m W.F. °e r:;x;�.}; .:,, {�•.;..; TO 8E REMdV �a '%- <'• 'i' .�� OUTLET 1000, SECTION 006, BLOCK 7, LOT 12 � ;<:: - $ 0 0 ❑ ❑ o __._1_ 6.) T TAL AR 2.26 ACRES. ,' ��, ° . : .: a ,, 15.5 0 ❑ 0 0 0 0 0 ❑ o 00 ) R-80 ZONE. N , QP/ w.F e -.. °; , w A 7 SITE IS LOCATED IN Z MICHAEL LAUGHLIN z`, «;:' `` ' ` I_ _IW �- � F. ° .:�� ' t � 8 8.) APPLICANT: i o ',>m•':�<��5;"�::�.,. � PROPOSED LE. z SINGLE. FAMILY RESIDENCE + ',<:.r:< �. Y,',' MUNICIPAL WATER W.F. W.F.wF a o r`o EXISTING F OOR 17.0 p 16.8 17017.3 8.7 (SEE DETAIL) N + + + e ELEV.= 9.78 TEST HIGH SEASONAL GROUNDWATER STEPHEN T. BURNHAM W ON SdTE SEPTIC SYSTEM --� ° HOLE 118 PARKER STREET °° �-c� � N 4313.05 PIPE NEWTON, MA 0,7.459 O f- w.r. ° Y 617-795-0988 (� V) Q �, ? w 626.27 LEACHING RING CROSS SECTION i i + + ° �� EXISTING 3 2 2 _ NOT TO SCALE 9.)- SITE 1S SERVICED BY MUNICIPAL WATER AND ON SITE SE'4vPGE DISPOSAL w.0 DRIVE SYSTEM. + + + W� 72.80' - ` 0 8 36'00" MERESTONE 18.7 _ 10.) BASE FOR LEVELS: NGVD 1929. v Z 10'-6" NOTES FOR SEPTIC SYSTEM- N 0 o 0 O y W.F. APPROX. LOCATION KNOCKOUT INLET AND Z iR v_, r,! + EXISTING SEPTIC OUTLET OPENINGS 1.) USE ONE (1) 1500 GAL. SEPTIC TANK O o ° SYSTEM - RIBS INSIDE RINGS. SIX (6) 8 FT, DIAMETER, 2 FT. HIGH PRECAST CONCRETE LEACHING Wo N N U. i i 1 2 3.) USE 4 INCH DIAMETER, - z z z p• POLE # 5 APPROVED SEWER PIPE THROUGHOUT. N � F HYDRANT 4.)THE WASTE LINES FROM THE SEPTIC TANK SHOULD ENTER THE RINGS AS > o 0 0 HIGH AS POSSIBLE. + - to 5.) BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. W0 C3 6.) SLAB--, SHALL BE BETWEEN 10" AND 14" BELOW GRADE. 0 0 BENCHMARK 7.) SOLID CONCRETE COVER SHALL BE BETWEEN 6" AND 12" BELOW GRADE. a N N 8.) BOTTOM OF POOLS SHALL BE A MINIMUM OF 2 FEET ABOVE HIGH rn co P.K. NAIL CAST SEASONAL GROUNDWATER. 0 0 0 + / ELEVATION 16.90 .- CONCRETE COVERS z PLANWk lot SINGLE FAMILY RESIDENCE �j COVER LOCKING CASTING c, J MUNICIPAL WATER TO GRADE TO GRADE i / ON SITE SEPTIC SYSTEM IF DROP 'T' Q IS USED FINISHED GRADE + Lo 4 x HM 4 12.6/12.6 A WI E MESH k o U) 6 x 6 6/6 G WIRE MESH .', _'I I:Z -t i : . L+�: o o vi tri co V� min. m n. 6 m Q INLET Lt- 3" VENT--��i 3" VENT-� OUTLET - - - -_-.••-_.. O o 0 o J �. 6.0"� _...... .. .... ` c~i z z W IRON / ' LIQUID LEVEL _ - --� �_ -w y p 3 v O PIPE / O> CONTINUOUS HOT / t `E} L' 'a i-'� °:'. s� s Y O O Ld Q W U' L " 1 4 OUTLET �i:a ) ,ir_..� 1�� ,�1.1..'p': '�,, rt.a--�;•�•;i1 � O W � = O a�. ,:ay ASPHALT SEAL LBIANED wITH '- --- -- ------ �.. ,, a m o W U U l� Pvc v 4" SCHEDULE #40 Lo � Cas -� DATE: 06/08/2003 INLET BAFFLE DEFLECTOR % / / (FrFI�Q SCALE: 1 " = 20' / 4" 3» N/F NOW OR FORMERLY QUALITY CONTROL CERTIFICATION) / CROSS SECTION SF SQUARE FEET GROUP REVIEWED DATE PROJECT MANAGER `6.12>JD'l 1500 GALLON - 2 COMPARTMENT 17.3 EXISTING SPOT ELEVATION SURVEY --r SHEET SEPTIC TANK 15.5 PROPOSED INVERT ELEVATION ENVIRONMENTAL / 1 OF 1 CIVIL •�T-•�� NOT TO SCALE POLE STRUCTURAL / JL4c4 % ARCHITECTURAL FILE 34691 . - . 1. , • , . : } .. ; 11 , mrsprl"!11 10" . .. - ..f I. . ' E . 1. l,' w cl) g - T r. C a, . . . ' - . � rQ �-r oo a s NSF zI r-4 C7 (x) 0)am . 1. . 0) C • . R R EBE, � :� � a _. . • ALFRED R., N . . . ANT LAD ,V �1 � . - . 44. I E Avg . N 86' -----_ pox .�`" O Z 1. . , _ L. 242.64' -I 11,. 44 >1 - 0 1 � o �1 .r" V) N U - art+, .,;_;, on �, o f5" } � �.�clz$ V g . N y I ?1° A .� t� o . . . � . . m • . . - . . . "' _ C .. - N o 1. N�F w J O { "' � . AREA MA owA � K) f*� � ® RA.. .:COV c rn RINE o NIF �,,,? . . 2.26 ACRES 15 . . . N a PATRICIA z v - ►�. DOWNEY w t � M .. . SCHIESTL . . . . 4 I . . . � I I . . .- . . . . . . . I � + . I - . . � .. I I �". : . . . I . I . I I I . I . .. i I 11, � I ' - . E 1 " 400' LOCATION MA SCALQm) .1. . . . , II . NSF N r, .,M� MICHAEL . �s„ o r ,�� , Q, 1. �, �� : - 5 8T36'QQ" W I �� <"` _ s,,,,�`9f =,, PIRATE COVE.'.MARINE r �a COMMERCIAL USE _ . - 111.54' __•__ a � ..¢ y _... __....._ ° 1 • - ' - .. - . _ 1 MUNICIPAL WATER ON SITIll E , � E SEPTIC SYSTEM I . . . .�� I r� I i� .w _w.,a.__ Fr c . . . . 1. . .. . >;. :: -_ . ! 4 - .. . . . . " % I. L�/� / / t � to . ._ . . I . . I . . +1 :. . I ,1") , _ - r . - ., r .. r � m . I 12oc o ��o DOWNEY m IA �� N 0 ,. V . I. „ . . . SCHIESTL I 0_ . o . ' i . ' * SINGLE 'FAMILY RESIDENCE"I. . . . q. , `� . ll"l a1 UNI CI PAL WATER co . - %% : 1. ON SITE SEPTI .. m I _ C .,"S,'ST I . ��! �� 1. fJ7 . // - ,_ �! . . _ ADDITION LOCATED ... .-� ----- - _l________-_- - 6310 2009V ' _„J I / ui - 1 . I . . . 'P'. f" . - - Lil e ) - :.1=Y MA- RLP A- FOR �, - - i - GEvRGt .,. Pi'a RAR U LO 1:' . U E U ,iVt B F' .... :_; :',. , IRM 1� V tt� PACKARD U! tj< ST"EPHEN T R a BU NH�'�M, .CORNELIA .B, E3URM-fA,M; .,�QADEU!NE �1b'FNUE. J W � W w Q LA_ W Z . � . . , U_ KNEAD `FIS�'cRS 'ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORN/IC CT" BATE: s .. I AUGUST 11, 1999; SCALE: 1"=40'; SHEET 1 OF 1 Q ..... Q w - t ' . - W o OEC . . . . ;. - . }}-. . . \ . P, W � WZ K. 1.500 GALLON . N SEPTIC.TANK Q J ? I. f]G Q. bi ! I l - . c p .9 to Q' .. .. - .. fid,;•1s"1`\°"t`s1.,„F' :;tN.,�t:.` r;1 ;. Y,. _ . . 'AL �E (/) \ T13.'.Y 1{.}�i e.,4,..*4yh,, �.•Y, �g4 a.S :T'.1,` Y I'' •�•' .. ��^��{�cc - ' - - :� s�pg'' -�,tr fiP :�"'.6^ r°-� !�?�.„,. ' 1,:,4 k��kt�,:', • '� . . J.7}afl.I.aL "ll / j ,, R ajL,4 e ;.�,T : ' 13' D-BOX _ i! :.,g;a•�.�' 4p,,.,. s �.� .�,+� €• ',; `. 1.) . PHIS SURVEY WAS PREPARED FOR THE P Vw LL NSF �: ��,. -P� l , ,.;.art, a , .4� tar rat? "+ t DECK _ E ARTIES AND PURPOSE INDICATED Z) 4 ,, , , ; nt ,'u HERcON, ANY EXTENSION OF THE USE BEYOND THE P , ��i� �., ° ` � , f, ,;:: 'ar' :+;,�_- >>; .. URPOSED AGREED TO M1CIf IAEL LAUGHLIN . / QP .., I. aETtvEEN THE CLIENT AND THE SURVEYOR EXco tl CEEDS THE SCOPE OF THE SINGLE FAMILY RESIDENCE r .. ;. , �, . . . ENGAGEMENT, MUNICIPAL WATER : N �� 6 � ; � ,. I 1, I 2.) iT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON,ERSON, UNLESS ON SITE SEPTIC SYSTEM �_//' : ',N y rs LEACHING ACTING UNDER THE DIRECTION OF LICENSED LAND SURVEYOR TOA ALTER AN ITEM IN ANY WAY, W 1. . p 1. � POOLS N 4313.05 ,. . 30 ' I. W 626,27 1. . . 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND. SURVEYOR'S w . „ �� SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF � � UJ . . . . .. I ��i .. :EXISTING'. THE LAND SURVEYOR. W . t. '. - . . . . Q DRIVE 4,) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEOD �I p( D 8T36'00" .W 72.80' .. IRON P!t'E GEODEFIC . . tifPRSTONF- SURIEY TRIANGULATION STATION "PROS I . . ., . .: - . . 1. 1. ,r -- - - 1 SECTIO N H T OF S THOLD, COUNTY OF SUFFOLK TAX MAP '1000, 5. . ,ITE ISI THE OWN OU . N 006, BLOCK 7, LOT 12. . + 11 Nf• o . z N �. I. _ � F4 . .. . .. 6.)' TOTAL AREA = 2,26t ACRES. Z o CL cra,`r' 7,) SITE IS LOCATED IN R-80Y ZONE. p of � - 1. POLE #t57_ _ w HYDRANT- 1. 8.) BASE FOR LEVELS: NGVD 1929. co. . _ 4jpc -_. - _.. ___. -.. - - - .- ----- > �►.• --- W -- . - BENCHMARK r� . -, ,� �I.. . ,I . / : P:K: . NAIL -:; - p EC ENATION :16:90 � 11 ' �. . © - . . S NGLE FAMILY RESIDENCE . • � . .. . P MUNICIPAL WATER . 0 .. � ON SITE SEPTIC SYSTEM - . . . . w r ►- r, ��' Q . _ , . - I I I I �I;(` Ii ` i; ' o (l I n 1 i' `1 M I •. 1,! , . ,. , 00 Lr) . --_.._ _ . �j. IRON_ `O I I:, ; I o � ) G m .r o PIPE /J t ' .,. I m r� I - - I t! LI t� I c , . . ,. .. . , - - - W . . ui � . .. ,_._ lYlp, ---- Z- Y y � W Z Ij , c,' T!+' :S I G L Z (' J G DATE: 03/11/2009 i >> }(j y., . .1.��NR SCALE: 1 " = 20' _QUALITY CONTROL CERTIFICATION - . GROUP _ REVIEWED DATE : / % I; SIOZ �'T- N/F NOW,OR FORMERLY_ ; end �� PROJECT MANAGER /2 ri .P _:.u Il I SF SQUARE FEET SURVEY �� rr .v ENVIRONMCNTAL POLE 4 L .1I j....I i • (��; RETAINING WALL 20 10 0 20 SHEET I A ^ ^ Ir �,5, � / __--__ _ 1 wl 1 0 F 1 � i cnnL / _ FENCE GRAPHIC SCALE IN FEET STRUCTURAL /// __ _ w APPROXIMATE LOCATION OF ARc{+IrecTURAL WATER SERVICE (V C W cN Q u n c �.y N C 00 00 00 N/F o 12 ALFRED R. GREBE, JR. M,•� a "VACANT LAND" x A��"u� •bA � „ ►--� 0 4 of N 86'44'40 E co 242.60' U w c m 0. C-1 to `: s:...v:n4 Q� �.1 �l o o U Z .2 4 10 N Z W �I O, N j m o N/F m N rn PIRATE COVE o ,� �' N/F u ia co AREA= 2.26± ACRES MARINE N o PATRICIA z to M r; DOWNEY W SCHI ESTL W '. --__J-- LOCATION MAP SCALE 1NIF 400 MICHAEL 0. LAUGHLIN S 8r36'00" W / 72,80' . NF S 33014'10" W PIRATE COVE MARINE 1 11.54 ,. _;'' •.+''`,,�� COMMERCIAL USE - MUNICIPAL WATER ON SITE SEPTIC .SYSTEM BOUNDARY MAP SCALE 1 "=100' V p 'r N/F PATRICIA DOWNEY SCHI a � ESTL j of SINGLE FAMILY RESIDENCE m MUNICIPAL WATER Q , ON SITE SEPTIC SYSTEM = m / Z Q pJ LLJ O ADDITION LOCATED MAP REFERENCES m Z W } i 03 10/2009 1.) SUJE MAP RPAREDFOR GEORGE W. BURNHAM O w cr W PHENTCORNELIA BMELINE AVENUE; Q WO Z I ` FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORWICH, Ci; L)AIE: � M � � -- BULKHEAD AUGUST 1 1, 1999; SCALE; 1"=40'; SHEET 1 OF 1 y. � W 0 DECK > a K � 1,500 GALLONco \\ r W W SEPTIC TANK • \ '7-;:4i�:'..u;'•o.V,•�h...k tq:'*r:?aN t'«.y.: z. •yrui ry7z 5f NOTES Ll t. `..'P.�.. n�-� �-n:.�.r...,-• +:.. / 1 D—BOX" .rsem. m 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED Q 'k^• \ G .W�am,. :,• ..., k � l1.V [rF ` r5 ".st . iT 13' F ,y.5 001 / `' " ,x', ,=,m,.5 ,n '. DECK HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO a m N F / .,- ,._.: :,. a; ;vwn;`;ysr.', $ ,6 =: BETWEEN TH / ;?, _' :;�;F'��, :� EE E CLIENT AN E SCOPE OF THE /, � � z;;,�',,;� ;Sy �„„�:,,Y _ ;,rye, .�,:. D THE SURVEYOR EXCEEDS TH MICHAEL LAUGHLIN / PENGAGEMENT. • i � `' '` '"`'` '`' 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS SINGLE FAMILY RESIDENCE � , � ' ) .� / Kh? PORCH 2�' � ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN W Z MUNICIPAL WATER / 30' ITEM IN ANY WAY. W N 431305 POOLS ON SITE SEPTIC SYSTEM __// �\ X45, LEACHING . I 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S X (- \�� W 626.27 SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF 0 W LJ �o THE LAND SURVEYOR, EXISTING DRIVE 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC _..—• —-- -" IRON PIPE SURVEY TRIANGULATION STATION "PROS m MERE5TONE 87'36'00" W 72.80' 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 006, BLOCK 7, LOT 12. Z LD 6.) TOTAL AREA = 2.26t ACRES. Z a N a, 0 7,) SITE IS LOCATED IN R-BO- ZONE. i F) .� vvi LLJ POLE #152 8,) BASE FOR LEVELS: NGVD 1929. I J I V) .z i ! I HYDRANT Ll �� AUG 2 7 2015 I e > BENCHMARK / P.K. NAIL ELEVATION 16.90 z J SINGLE FAMILY RESIDENCE y✓'�,`' -, ;`?'rte' :r'.1'0��. . y1��FCa�a �• �' _ MUNICIPAL WATER f�,..;�,,.,,�4k_ CO, �ws.<t '' ;` Q Y 3 / ON SITE SEPTIC SYSTEM A"`! "� D(I/J//0�7 ~ Q LLJ Ap to to T �J cc co Lu„ F-IRON O m w wJ PIPE VIC. � z w i . C-Y l g-Tic1 �' Y 2 z o t''r � O W m p J a- m o o C) v Ll DATE: 03/11/2009 / IFS SCALE: 1 ” = 20' QUALITY CONTROL CERTIFICATION GROUP REVIEWED ATE N/F NOW OR FORMERLY E DSF SQ PROJECT MANAGER /2 '2j D T' tom;; � ?' rg! J.1 t / SQUARE FEET SHEET SURVEY pzl „ .y - ^ RETAINING WALL ENVIRONMENTAL POLE / 20 10 0 20 CIVIL #151 FENCE L I 'C ��d 0C 6V11 HO 1 OF GRAPHIC SCALE IN FEET STRUCTURAL w APPROXIMATE LOCATION OF WATER SERVICE ARCHITECTURAL EXISTING PILCO 7 DOOR TO BkSEMENT ---------- EXISTING TO REMIAIN Fal, S KYUGIHT .117 ABOVE ROOF SMUL"LlPr TO REW04 T--- LL 1Z J-1 ul CC ib -- ---------:7�. J ?4 Ev,ACQ XISTIV., ""Or- S TR UK!'!U `E 1"3 1C /A� FM-STI'1�4,�', NEW WOOD SKYLIGHT STEPS LMSTINIG STRUCTURE 7-11 i Ii,', R.R.ff241 OC 0OR a- !STR�G 9!1-C 0 EXISTING i REUSE D LSTI Nn 2 X 4 3- POST," DOORTO DOWN TO BASEMENT Ll cc CAP-TYP TO REMAIN' 44- F'4STING LEDGER TO Cyu�-!:IG KAI. REMAIN' N LAY X 0 L!rJr-.OF Cq . (ISTIN, L! DECKING Poor-, N'EW ACQ DECKIN'G, j LL I I I, -�[. ir 0 1 qq 1 1 P: AF30rE EXISTING STRUCTUR S2 rPLACE EXISTING E Lt EXISTING3 H R TIO RIN"A"N 1A IN VIND STEMS EXISTING STAITRE)TO iJ E BE REPI-ACED RI K111D N FW 4 X 4 AM,K"3T N4, M�1111.1-11EMR TO'rQ011ING N�'E�Y- N 0 T U r _ O .EM-S, -L—F-XISTR IG S IAMIE TO MIN.264 BELOW BE REPLACED IN KIND GRADE-Typ. X4 IL 4R COVINMOR 1,/8 FT S LO FT 4 RUR EL B(ATION 12'-10'PORCH OA ff 1-011 00 ------------------ 1X FAR!MA SUARD (.�e xss- .; nm 2 X r,A-,-O D] NFY,LAT71VE WRK 0 2 X 6 LWO U4, L TO W-O'CH LAISMN�i POIRCH DECK PLAN Aff TO FOOTII,G 1/4 --T 1-7 I III—III—III N"IN-1.01 PC X, 241X K Ff C.W/R Framing Notes: ON -TYR The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention G E NE R A L t of the Engineer prior to construction. - 1.ALL E-F.' dl-,i"OND I'H�_EOUir'NMENT SHALL BE IN ACCORDANCE VY-IITH THE "OR,11 CODE AND THE NEW YORK ST/JE ENERCY Wood Framing NaV YORK CONSM.VAT0" COG A'•tD L)^i'LAUTF10FiJTIE& I 1. Al lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: 1=1 I E :�—Pll L41 2.ALL '.1"�'D 07"F'111CY..CONDITION:*>'TO BE VERIFIED BY CONT*R'A(,';-iO.R PRIOR STONE Fb=825 psi TO S TAR T 0 C'0 NZI C TI 0 AND ORIc D E R I N G 0 F N-1 AT E R I ALS. 1EYISTING I E E-` E- I I I—I I I !FOUNDATION Fv=950 iFOR 611-00 TO 13� -J 1=1 I 1=1 I 1=1 I 1=1 I 1 1 4. PROVIDE FLArHIN�'-Al A!2.R.Oof'�BREAKS,CHP,114EYS,SKYLIGHTS, EXTERIOR DOOR-0 Fc perp=625 psi WINCPOWS AND EIIX. IRE-GUILT I E=1600000 psi i . STEPS 5. DO NOT SCALF D� WV�,NC- ABOVE Nva" 2X 8 �Q Jc. `e`T'0,`-J VIDAI 2. Al Laminated Veneer Lumber is to have the following minimum specifications: EXISTING V Nil FOUNDATION 6. D ES l G N CIDN T'S "R R E C,0 R D A 7"H I T ECT-E N,'I N E R A F,N 0 T r ES POPSICLE FOR J%11 -,OJECT. C, -CTION 1,:,,C 10 i-1 P,D IM 1:�ST 10VI'T 10 14 il Fb=2,900 psi THE INSPM OF THIS CONSTR TION PP 4 Fv=290 psi r E D E RAL,�5'-1,"\T E. `4'� LO Z 1,110 A AND GULL D I N ODE CO�A P Ll A E "Y r THi PE CM-ITRACTOR. Fc perp=650 psi SHALL BE THE E=2,000,000 psi • U ""!f-4 T 1='::,_I' A R E D,T 0 FA- I L I TATE C 0 NST PU CT 10 N AND S FIAI L 7.THIS i I INZI NOT EBF C0 NS T R U:. 3 A C 0 1 Pk!`T B E PAT-E N PU. I L D E R A IN D 0".-1.111,41 E R. NEW 2AS AOQ JIST 3. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance -.0! COMPONENIS TO BE DESR33NED ANBD SPECIFIED BY OTHERS. with the manufacturer's specifications. ICr L11 NEW 10"PC W 0 0 --,) ,1STING STRUCTURE SONOTUBES, M 4. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors, W MIN.36'BELOYv strap etc.on these drawings are made by Simpson unless indicated otherwise. GRADE-TYP. OR a W IC>Nl X 5.All connectors,straps etc.are to be nailed/bolted in accordance with the manufacturer's specifications. C-11 I LJ Oil Z Z 6.All floor sheathing is to be 1/32 inch AC type plywood,tongue and groove,with an APA span rating of 4W4. N77W(2)2X8 LEDGER (D LAGGED TO HOUSE N EW 2X8 A ill; 7 LLINE OF 7.Floor sheathing shall be glued and screwed to the floor joists(6m OC edges and Q*OC field). PORCH ABOVE 8.All wall sheathing is to be 19/32 inch APA Rated Exposure I plywood and shall be nailed with 10d common nails 6"OC edges and 12"OC field. ACQ JST TYP EXISTING 9.PJI joist and beam hangers and fasteners used on the exterior and in contact with pressure treated STRUCTURE NEW 2X8 AGQ JST-TYP lumber are to be Simpson Type 304 or 316 Stainless Steel. NEW 3 8ACQ QRDE R W NV lir 10.All bolts,nuts and washers are to be stainless steel or hot dipped galvanized. — STEPS NEW 4X4 ACS NEW-:10"PCABOVE POST ABOVE SONOTUBEs. L MIN.36"BELOW GRADE-TYP. 4'-7¢- 71-6" W CL ; PORCH FO. UNDAT ION PLA 2,-,� 1/4 it y 11-owl v ALL CONSTRUCTION SHALLESS CERTIFICATE MEET THE REQUIREMENTS OF THE SECURED CODES OF NEW YORK STATE. - j r ABBREVIATIONS � _ _ �� .r LIST OF DRAWINGS ABV ABOVE L-1 . 1 SITE PLAN ,"QCT ACOUSTICAL TILE AFF ABOVE FINISHED FLOOR } ` CPK SITE & SEPTIC PLAN K ALT ALTERNATE ' A-1 . 1 FIRST & SECOND FLOOR PLANS ARCH ARCHITECTURAL) ; BS BOTH SIDES �,� ° A-2. 1 EXTERIOR ELEVATIONS A-3.1 SCHEDULES, WALL SECTION & DETAILS BLDG BUILDING BLK BLOCK A-4. 1 INTERIOR ELEVATIONS BLKG BLOCKING BLw BELOW A-4.2 INTERIOR ELEVATIONS BM BEAM; BENCH MARK a S-1 . 1 FOUNDATION & FRAMING PLANS, DETAILS BRG BEARING BRK BRICK BSMT BASEMENT BTM BOTTOM RETAIN STORM WATER RUNOFF BTW BETWEEN PURSUANT TO SECTION 45-10C BW BOTH WAYS OF THE TOWN CODE. _3� CLG CEILING r �F '�VED AS NOTEDC, C CENTER LINE �- CL, CLR CLEARANCE) ,3 � B.P. _ " CMU CONCRETE MASONRY UNIT(S) ,l Ply,. COL. COLUMN CONC CONCRETEFRTIFICATION C'v i �r r �ONTF,NT BEFORE ��t�� A: � �T CL ,"j _E C; CONT CONTINUE; CONTINUOUS ' -OCCUPANCY ItCSf? T1C�1!S- CONTR CONTRACTOR C IN WATER4. JvQAT;i(3N' TvYo FIEi11. CPT CARPETMm CT CERAMIC TILE POURED. CONCRETE SUPPLY S y,�;TEM, CANNOT DIA DIAMETER EXCEED 2'10 OF 1% LEAD. �'f IGH'_-FRAMING & PLU1121MIG %.IR$1J�LATI0N: DIM DIMENSION DN DOWN 41.�NAtL--CONSTRUCTfON Pvii.,�"1i" _COMPLETE FOR C.O. DTL DETAIL -- _- _ _ _ _ _ - — � _ — 4.CONSTRUCTION' SHALL MIEEIT iM:- -— _ PLUMBING �Q�IIRE MENTS,OFTHE:C0DESZF`NNn1f DWG DRAWING - _ -_ EA EACH - - - - - — - EL ELEVATION - - - ____ _ -�-�` ALL PLUMBING WASTE ��STATE�. NOT-,- RESPONSIf� ELEV ELEVATOR -` �- - — -� N;R� CQNSTRU.CTIONv �. EQ EQUAL — &WATER LINES NEED - TESTING BEFORE COVERING EQP EQUIPMENT - -- - EXG EXISTING = _ EXP EXPOSED - EXT EXTERIOR ETR EXISTING TO REMAIN - � y ?;- FDN FOUNDATION _-_ - _ FLO�^ ��i1T� FG FIBERGLASS - — _ � COMPLY WITH CHAPTER"��" � FFE FINISHED FLOOR ELEVATION =_ --- - _ - - --- - _ -" "-- �� FIN FINISH _ �� FLOOD DAMAGE PREVENTIO". SOUTHOLD TOWN CODE. FL FLOOR FIG FLASHING FTG FOOTING - FUR FURRING �- GC GENERAL CONTRACTOR — - _ _ -- _-- —��-- —_ GWB GYPSUM WALL BOARD — - _ -= - _ CERTIFICATION OF ATE RIALS KED HDW HARDWARE — — � NAILINGR& CONNECTIO^�IC HOR HORIZONTAL HT HEIGHT - REQUIRED. HVAC HEATING VENTILATING & AIR CONDITIONING '- _p a :p- CONCRETE DO NOT PROCEED WITI RVE INCL INCLUDE(S); INCLUDING FRAPu'iNG ,',J � SURV' _. FOUw�^� ��N LOCAT. OF INS INSULATE(S); INSULATION — ® FINISH MBR HAS BEEN APPRC'✓F INT INTERIOR - oc_c �NCY O,R LCC LEAD COATED COPPERUc LVL LAMINATED VENEER LUMBER _ �A. ,/FUL ® FRAMING I UMBER MAS MASONRY MAX MAXIMUM WITHOUT CERTIFICATE MECH MECHANICALOr c MFD MANUFACTURED - OCCUPANCY ® WOOD BLOCKIN MFR MANUFACTURER -- MIN MINIMUM - PLYWOOD MISC MISCELLANEOUS MTL METAL NIC NOT IN CONTRACT //�� NO. NUMBER RA I N G NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER(S) EXISTING EXISTING OPG, OPNG OPENING ® OPP OPPOSITE PL, P PROPERTY LINE; PLATE NEW CONSTRUCITON PLAM PLASTIC LAMINATE PL PLASTER ------ EDGE ABOVE-ORB OW PNL PANEL PR PAIR PTD PAINTED PT PAINT, PRESSURE TREATED S BOLS KED PVMT PAVEMENT PWD PLYWOOD = QT QUARRY TILE REF REFERENCE) FLOOR FI ENATION SYMBO REQ REQUIRE(D) REV REVISE; REVISION A WINDOW SYMBO RFG ROOFING RM ROOM RMV REMOVE DOOR SYMBOL RO ROUGH OPENING R/S REINFORCING STEEL N RT RESILIENT RVS REVERSE SCH SCHEDULE W A-3 E INTERIOR FI ENATION SYMBOL SDG SIDING SIM SIMILAR SPEC SPECIFICATION STD STANDARD STL STEEL L. - - A 3 BUILDLyG S TION SYMBOL SUS SUSPENDED SYM SYMMETRY; SYMMETRICAL T&G TONGUE& GROOVE THK THICK THR THRESHOLD ® A-5 D-ETAIL-SYMBOL TOF TOP OF FOUNDATION N0VwmwMmmxb' Effw& TYP TYPICAL UNF UNFINISHED VERT VERTICAL REVISED: XCEMBER 9, 2005 VIF VERIFY IN FIELD VIN VINYL VT VINYL TILE DURLAND VAN VOORHIS W/ WITH W/O WITHOUT 628 pleasant street WD WOOD suite 322 new bedford ma WWF WELDED WIRE FABRIC 02740 t 508.993.6567 f508.993.6581 dwarchitects.com arch i t e c t s , ' f , ' 1 1 Z 1 1 > 111 04 1 10 d� � stn '0 C •-,Q O M M 1 ON W 0- 01 P U O Q a � o0 1 1 1 � � 1 / Q i 1 1 1 , 1 ; 1 , 1 I 1 1 ; 1 ; I 1 g y1 1 1 1 1 I 1 1 t ' 1 1 1 1 �v 1 � 1 N0 1 YI 1 Lu Q' 1 �1 N 1 L D , (DE 1 O WI 201-011 i. Oo 1 °Q' r. ; 1 " w L � ' Z 1 - ' 0S Vi II d 1 11 1 \ II I NOTE: ' 1 FOR SEPTIC INFORMATION SEE SITE PLAN PREPARED FOR GEORGE W. PACKARD, LOUISE BURNHAM PACKARD \ I STEPHEN T. BURNHAM&CORNELIA B. BURNHAM ' MADELINE AVENUE ' 1 FISHERS ISLAND, NEW YORK ' DATED, 08-12-2005 -- — 1 BY: \ 1 CME ENGINEERING \ �/V1 _ 1 S'90 110 BROADWAY, V� - _ - --- - - - ��qRy - - - - - - - - - - - - - - - - - - - - - - -�_-- =.. ., - -- - - - - EXISTING FRONT '- - - - - - - - - --- - - - - - - - - - - - - - - - - - - NORWICH,CT 06360 '-'' - -- YARD SETBACK � ' 1 \ \ ? + ; i ,1 dBJ VAN VO \ 11 f 4 n4 _ – PROPERTY LINE – – – – – – I.��, 025717 Zdate November 14, 201 C/) ♦ scale 11411 = 1 1 \ Q / drawn by C V V/ L Z \ o ' checked by C � revision date December 9, 20 y Z mow! SITE PLAN o Z \ Site Pfau ♦ KEY: / = EXISTING \ ♦ NEW CONSTRUCITON ♦ r I E-a 00 00 '- 0000 v con z w ' Ul � o � 0 z NIF - 00 LA 0 ALFRED R. GREBE, JR. cob o � � o � "VACANT LAND" °O -4 o_ j bQ N 86'44'40" E __-__- 24 � *�4 Y 2.60' no 11.4 � v N V 110, 1 uj 1 NO a .r., O �.t J W w/ J AREA= 2.26± ACRES 4.U E= W T 1 NIF w `n PIRATE COVE o � 'iNIF � MARINE - N C0 PATRICIA DOWNEY LOCATION MAP SCALE 1 "=400' LIMIT OF CLEARING, GRADING & GROUND DISTURBANCE � NOTE: A CONTINUOUS LINE OF HAYBALES SHALL BE PLACED �; SCHIESTL AROUND THE PROPERTY AT THE EXTENT OF THE THE LIMIT OF CLEARING, GRADING & GROUND DISTURBANCE -- _• TEST HOLE DATA BY: R. STROUSE, P.E,L.S 10/31/02 0"-15" TOPSOIL 15"-36" SANDY SUBSOIL N/F 36"-12' SANDY TILL PIRATE COVE MARINE Ak Ak • . • • , -_-- COMMERCIAL USE NYSDEC FRESHWATER WETLAND NIF �O 10 • • WATER ® 12', SEEPAGE @ 90" BOUNDARY AS FLAGGED BY A, MICHAEL LAUGHLIN MUNICIPAL WATER C. BALK N.Y.S.D.E.C. 3/15/00-\ /15/00 W. o, -- ------- ON SITE SEPTIC SYSTEM -- _- -- f � •,• j 72$70'36'00" W MAP REFERENCES D � t , Q S 33'14'10" W 1.) SURVEY MAP PREPARED FOR GEORGE W. PACKARD, LOUISE BURNHAM Q = J /' 111.54' PACKARD, STEPHEN T. BURNHAM, CORNELIA B. BURNHAM; MADELINE AVENUE; z NIF ;/ FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORWICH, CT; U W.F. -,' '- - PATRICIA DOWNEY DATE: AUGUST 11, 1999; SCALE: 1"=40'; SHEET 1 OF 1 Q ryry �,� SCHIESTL m W.F -o`p SINGLE FAMILY RESIDENCE MUNICIPAL WATER NOTES = m PROPOSED DRYWELL FOR d6, ON SITE SEPTIC SYSTEM BOUNDARY MAP 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Z Q ROOF LEADER RUNOFF �, SCALE: I"=100' INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED r�- J- Y AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE W OF THE ENGAGEMENT. m z 0 FUTURE 50% w W.F. -''� EXISTING FLOOR \ / \ r/ EXPANSION 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, p W O Z w A, ELEV.=20.09 5 3, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO Z LL (n w z r PROPOSED 1500 GALLON ALTER AN ITEM IN ANY WAY. 0 Q Q i SEPTIC TANK (SEE DETAIL) w O w z A, AL \ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS w 15.5 I 4' PVC SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT 0- J z DECK OF THE LAND SURVEYOR. (n w w A. .• W.F. i, 18.0 (TYP. AT ALL POOLS) � FINISHED GRADE Q Q x 1 8 j 9.0 t9'9 Q 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND � _ ry 5.0' 5 PROPOSED ADDITION AL GEODETIC SURVEY TRIANGULATION STATION "PROS" Q Z = \\ PROPOSED DECK " 24" 4"0 INLET v 6 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP U LL- 4"0 1000, SECTION 006, BLOCK 7, LOT 12 Q m W.F. EXI r OUTLET , TO STING BE REM6" M PI No o a ❑ o 6.) TOTAL AREA = 2.26t ACRES. NIF C3 CO E=I C3 0 E3 0 1010 7.) SITE IS LOCATED IN R-80 ZONE. MICHAEL LAUGHLIN .''QP�'' W. I I Z SINGLE FAMILY RESIDENCE AL Ak AL W. N g 8.) APPLICANT: 0 _ III Ld STEPHEN T. BURNHAM � IZ MUNICIPAL WATER WF '-- ;� W.F. ��` � x v PROPOSED LEACHING RING � HIGH SEASONAL GROUNDWATER 118 PARKER STREET W J A, A& p EXISTING F OOR 17 0 016.8 17.0 17,3 8.7 (SEE DETAIL) NEWTON, ER 02459 O ON SITE SEPTIC SYSTEM ��\ ELEV.= 9.78 , TEST - - w.F 00�, �. HOLE IRON PIPE 617-795-0988 W � ,. x 1 LEACHING RING CROSS SECTION o N21 05 NOT TO SCALE 9.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL w.F 2 EXISTING DRIVE - SYSTEM. - - - AL 87'36'00" W� 72.80' 10.) BASE FOR LEVELS: NGVD 1929. MERESTONE 18 7 10'-6" NOTES FOR SEPTIC SYSTEM- rn 0 z z N Z OUTLET OPENINKNOCKOUT INLET GS z of 0 0 0 O W.F. 1.) USE ONE (1) 1500 GAL. SEPTIC TANK U APPROX. LOCATION O 2.) USE SIX (6) 8 FT. DIAMETER, 2 FT. HIGH PRECAST CONCRETE LEACHING - w � N Z �?Lo 0 SYSTEM RINGS.SEPTIC o RIBS INSIDE RINGS. A, IL 3.) USE 4 INCH DIAMETER, APPROVED SEWER PIPE THROUGHOUT. _� r- E� POLE #152 00 = 4.)THE WASTE LINES FROM THE SEPTIC TANK SHOULD ENTER THE RINGS AS o 0 0 HGH AS HYDRANT in + N + 5I) BACKFILOL SMATERIAL SHALL BE COARSE SAND AND GRAVEL. Lli > a ¢ a - - _ - - - - - 6.) SLABS SHALL BE BETWEEN 10" AND 14" BELOW GRADE. w N N 41- 7.) SOLID CONCRETE COVER SHALL BE BETWEEN 6" AND 12" BELOW GRADE. 0 N N N 8.) BOTTOM OF POOLS SHALL BE A MINIMUM OF 2 FEET ABOVE HIGH 'el � 03 BENCHMARK CAST SEASONAL GROUNDWATER. 0 0 0 0 P.K. NAIL CONCRETE COVERS p ELEVATION 15.90 Z N M PLAN COVER < SINGLE FAMILY RESIDENCE TO GRADE TOCGRADE CASTING Q' MUNICIPAL WATER IF DROP 'r ~ IS USED FINISHED GRADE Q a / ON SITE SEPTIC SYSTEM 2 CHIMNEY p M 4 x 4 12.6/12.6 A. WI E MESH N to 20" 6 x 6 6/6 G WIR MESH Lo 0 00 Q Q" " N N VI vi N Vv min. min. r 6 m N N INLET 3" VENT --'e 3" VENT--'j OUTLET Oo z wILI IRON �Q / LIQUID LEVEL w z z w 4. PIPE / 0. _ CONTINUOUS HOT 4 ourLer -� Y" 0) ASPHALT WITH _ ASPHALT SEAL SLE CK 0 w I i 0 Li Lo 0_ m 0 0 U U L% et 4" SCHEDULE #40 1/8" PVC M INLET BAFFLE j DEFLECTOR DATE: 06/08/2003 f, / _ .A . : . LEGEND SCALE: 1 " = 20' QUALITY CONTROL CERTIFICATION / / 4„ 3,. N/F NOW OR FORMERLY GROUP REVIEWED DATE / CROSS SECTION SF SQUARE FEET PROJECT MANAGER 1500 GALLON - 2 COMPARTMENT 17.3 EXISTING SPOT ELEVATION SURVEY ENVIRONMENTAL SEPTIC TANK 15.5 PROPOSED INVERT ELEVATION SHEET CML / NOT TO SCALE 1 OF 1 STRUCTURAL POLE / ARCHITECTURAL A-1=1 FILE J4691 O V!"4 V Z Q 1DC" E� LO 10 0 NMN `d o v c —0 0 MM V a H m p. U..s N -0 00 00 Q a3i ° Z00 Q C'4 h h c J 1 -2. 10'-0" 7-101/2" EQUALEQUAL DAYLIGHT AND VENTILLATION: 1 ! DAYLIGHT REQUIREMENTS: 2' EXG 117OTAL SQ FT OF BUNKROOM=234 SQ FT s REQUIRED DAYLIGHT: 8%of 234= 18.72 SQ FT. ' GLAZING SQ FT OF WINDOW "E"= 9.33 SQ FT _. 2 "E" WINDOWS= 18.66 SQ FT04 l + ' GLAZING SQ FT OF WINDOW "F"= 9.33 SQ FT, EA 2 AT 18.66 SQ FT 1rOTAL WINDOW GAZING= 37.32 SQ. FT 3 —PORCH—° B f o 34.06 SQAURE FEET OF DAYLIGHT PROVIDED. rALCOVE WENTILLLATION REQUIREMENTS: WALL HGHT @ A'-0" )4% FO 234 SQ. FT.=9.36 SQ FT RERQUIRED. W/WOOD CAP TO '18.66 SQ FT PROVIDED BY WINDOW OPENINGS & MATCH 16.66 SQ FT PROVIDED By DOOR OPENING= 35.32 SQ FT PROVIDED. CN closet o 1 i 4'-6" 2 ti 13 � 1 k �{SD B bench 4 up d""" LIVING ROOM CN - '— g , 3 BATHROOM 9 M ---- - MUDROOM -3. pegs BEDROOM 3 � 2'-8 1/2" P0 0 17'-10 1/2" o +SD SCREEN PORCH 8'-8 1/2" O T (unheated) E o O —6- 9 i 4_.. o c) set HD2A TOP & BTM o sh er Closet �:J 4" HALL PATCH, REPAIR & O v i 5 - - - - --- - -- - -- -- - -' - - - - - - 10 FINISH TO MATCH J EXG,TYP � z BATH S 9 U - 3 2 �/ - - ---- PATCH EXG FLOOR 4 2SD 1 1 sSD YSD 4 2 ��/ S O -2. E BUNK ROOM sD -2. � O 4 torage E W , Iy o b owner 4 _ — Y E 1 W r , 1 N EGRESS WINDOWS -4. ,- L .U..—� ._.....,.__ OO 'DINING ROOM HD2A TOP&BT - - - - - - -d - --- v -- ref o \ o ,:y 00 DECK _ B DROOM 2 N ° I L J BEDROOM 1 C) LAUNDRY' P, SEE ALTERNATE:'„ I I Q C zo 10'2 1/2" J KITCHEN 3/A-1.1 BEI-6*� D �— LU 3 = PANTRY - - - - -- - -- - - - - -- - - - - - - - - - - - - - E W _... - $ — I— -� j 7777 HD2A TOP&BTM I ~' ' 8'8 1/2" E 1151-411 T 10'6 1/2" PATCH & HD2A 1rOP& BTHD2A REPAIR DECK TYPICAL TYPICAL TOP&BTM TYPICAL 3 - AS REQ'D j g r, 4 BULK SAD , I -2' NAILING SCHEDULE FOR ' ' I (NAILING SCHEDULE FOR 1st FLR SHEAR WALLS 2nd FLR SHEAR WALLS a TYP SHEAR WALL ; TYP SHEAR WALL AT FIRST FLR* _ 15/32"SECOND STR I PLYWD r� SECOND FLOOR PLAN 15/32" STR I PLYWD I L „ RELOCATE EXG 8d AT 4” OC AT EDGES SCALE: 1/4"= 1 -0 �, I Od AT 3" OC AT EDGES I I c't � ` �v l Ab l v OOF?M BULKHEAD _ N.,... — 8d AT 8 OC AT FIELD CF'{ 1 �. ,,`� -0- 1 Od AT 8" OC AT FIELD I I r� ,. * BLKG AT EDGES I I BLKG AT EDGES PERP TO STUDS TYP I 1 PERP TO STUDS TYP L- — — — — — — — — £ — — — — — — — —# — - - — — — — — — — — — — — — — — — — — — — — — — — — — J x��- 02571174aw FINISH SCHEDULE �.. date November 14, 2005 ROOM NAME FLOOR MAT/FIN BASE&TRIM WALL MAT/FIN CLG MAT/FIN REMARKS °^.-..._ _....._........... scale 114�� = 1'-0.. MUDROOM WOOD/POLY TO MATCH WD/PT GWB W/SKIMCOAT PL/PT GWB W/SKIMCOAT PL/PT MATCH EXG BASE&TRIM,TYP ALL ROOMS drawn by C V V, LST KITCHEN WOOD/POLY TO MATCH WD/PT GWB W/SKIMCOAT PL/PT GWB W/SKIMCOAT PL/PT CABINETRY, COUNTERS,APPLIANCES BY OWNERS checked b NEW DECK TO ALIGN & y C V MATCH EXG LAUNDRY/PANTRY WOOD/POLY TO MATCH WD/PT GWB W/SKIMCOAT PL/PT GWB W/SKIMCOAT PL/PT CABINETRY,COUNTERS,APPLIANCES BY OWNERS FIRST F LOOK PLAN 1 ST FLOOR BATH WOOD/POLY TO MATCH WD/PT GWB W/SKIMCOAT PL/PT GWB W/SKIMCOAT PL/PT VERIFY SHOWER ENCLOSURE W/OWNERS DINING PATCH &ALIGN TO MATCH WD/PT AS REQ'D PATCH &MATCH AS REQ'D PATCH &MATCH AS REQ'D -2. SCALE: 114"= V-0" revision date / = LIVING PATCH &ALIGN TO MATCH WD/PT AS REQ'D PATCH &MATCH AS REQ'D PATCH &MATCH AS REQ'D ALCOVE WOOD/POLY TO MATCH WD/PT GWB W/SKIMCOAT PL/PT GWB W/ SKIMCOAT PL/PT December 9, 2005 SCREEN PORCH ETR ETR ETR ETR GENERAL NOTE: STAIR ETR ETR ETR ETR 3'-0" 3'-0" G.C. TO VERIFY ALL DIMENSIONS & CONDITIONS IN THE FIELD. HALL PATCH&ALIGN TO MATCH WD/PT AS REQ'D NEW GWB W/SKIMCOAT PL/PT NEW GWB W/SKIMCOAT PL/PT REMOVE EXG GWB AND INSTALL NEW,TYP op BEDROOM 1 PATCH &ALIGN TO MATCH WD/PT AS REQ'D NEW GWB W/SKIMCOAT PL/PT NEW GWB W/SKIMCOAT PL/PT EXG HALL AND BEDROOMS First Q KEY: BEDROOM 2 ETR WD/PT AS REQ'D NEW GWB W/SKIMCOAT PL/PT NEW GWB W/SKIMCOAT PL/PT (� BEDROOM 3 PATCH &ALIGN TO MATCH WD/PT AS REQ'D NEW GWB W/SKIMCOAT PL/PT NEW GWB W/SKIMCOAT PL/PT Second -------, �-- -----, 0 = EXISTING ° 2ND FLOOR BATH ETR ETR ETR ETR Q NEW CONSTRUCITON BUNK ROOM WOOD/POLY TO MATCH WD/PT GWB W/SKIMCOAT PL/PT GWB W/SKIMCOAT PL/PT loor Plan 3 ALTERNATE KITCHEN WINDOW/ WALL CABINETS E =SHEAR WALL a SCALE: 1/4"= V-0" o SMOKE DETECTOR �SD ® HOLD DOWN AT END OF A- 1 A BRACE WALL SECTIONS z _ `Q c0iC-4 Epi ta0 p / .k M t\ t00h U -2 N -O 'a ; _.-. 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WINDOW HEAD HEIGHT W HEAD HEI I I1 ;: i { q , Lu SHOWER ,� N 1 x f I I ft 2X8 6X6 I ENCLOSURE � 3 I I 1 I I I F1 Fj WOOD CAP POST y> O I I 1 I 'zI� Z � I 1 ( I {- ! .. _ /I� � lL E 3) 2X8 BEAM, PT + I 1© i I I I " AM FINISH FLOOR ABU66 POST/BE I - - -...v. - --- -- ` ' -CONNECTOR & � I FINISH FLOOR I - , BEAM 77-71 fE r _ CONNECTOR I IM111111111110 I. , b 10 "O CONC. b SHOWER SONOTUBE SCUPPER FOR ENCLOSURE 3.1 RESIDE EXG WATER DRAINAGE A-3.1 A-3.1 _V OFF PORCH L_ 10"X 24" CONC FOOTING O SOUTH ELEVATION EAST ELEVATION! SCALE: 1/4"= 1'-0" LOAD PATH SCALE: 1/4"= 1'-0" NEW z GENERAL NOTE: PROVIDE ICE&WATER SHIELD 24" (FROM ALL VALLEYS &EAVES r) LSTA9 @ EA RAFTER P A 3 1 5 5 5 to E , L .� 2x10 RAFTER @ 16" O. I I I s �L I IASPHALT SHINGLES 19 TO MATCH[XG s. I 12 I RECENT CONSTRUCTION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — H (2) H.25 — — — — — — — — +-- — — — — — — — — — IN GREY AT EA RAFTER I I RECENT CONSTRUCTION I I FASICIA& _ IN GREY I I FRIEZE TRIM z� CS20 @ 48 OC UNDER P I MATCH EXG,TYP d — — — _ _ _ :, _. _ �F ems + 2X6 WD STUD @ 16" O.0 ;!-----------------I I! ! A�_ —. , �?�`1 `"v I- .,.LS.,.tfs _ i 9 �� H�a ALL NEW SIDING TO ALIGN& I �I 3j 1 " i I MATCH EXG,TYPI IlU I NEW DECK I! II { ii I '. _._....:. I !!V 0 li j 0,25.717 " II " ! �, NEW DEC i i i t E { I I NK I. j " I (_ I II I1 I date 'SI PSON H6 @ 72 OC ; i — .--.-�, �..-------_�• ' --- --_ --/. , November 14 2005 — •„—..--..z .....-,—.,•- — '- — — — — — — — — - i1/A II _ -oil — scale 4 ._�_. . _..,._..__.,....,- drawn d by C V V, LST tt - R _. _ . . - - = H checked C V V 30 7 t 1/�/` _., s.. .,;AT^ .V:i" 30 I _ I c k by 10" CONC FOUNDAT 1/2" 0 ANCHOR BOLTS @ 48" OC& 12" MAX FROM CORNERS revision date 9er b ecem 10"X 24" CONC FOOT D 1 2005 I I I - ---------------------------------------------------- --- --------------------------------------------------- LO .PATH NEW Exterior Elevations WEST ELEVATION 3 NORTH ELEVATION SCALE: 1/4"= 1'-0" SCALE: 1/4"= l'-0" ® 1• WINDOW TYPES SCALE: 1/4"= 1'-0" NOTE: NEW WINDOWS SHALL BE STORM PLUS PRODUCT LINE BY MARVIN ALL WINDOWS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 OR SHALL HAVE MATCH 0 STRUCTURAL SHUTTERS WITH ATTACHED HARDWARE AS EXG REQUIRED IN SECTION 1609.1.4 OF THE NEW YORK STATE 5/8 LSTA9 AT EACH RAFTER 0 5 BUILDING CODE. ASPHALT SHINGLES TO 2'-10 3/8" 3'-0 3/8" 2'-10 3/8" 2' 10 3/8" 2' 10 3/8" 2'-10 3/8" 2'-103/8" 8d NAILS @ b"O.C.TYP ALIGN &MATCH EXG • N �v • � o0 0 R.O. R.O. R.O. R.O. R.O. R.O. AT ROOF SHEATHING ON 30# FELT > y -2 N 'o -o ON GRACE ICE AND WATER SHETLD �; r; � = o 0 (@ ALL EAVES &VALLEYS) J° "0 42 0, 0,s &DRIP EDGE TO MATCH. _ O p ON 5/8" PLYWD SHEATHING �i N N C14 ,o O o o (2) H2.5 AT EACH RAFTER o O M 1/2" GWB W/ v � ck� v CEILING HEIGHT '� ' / ON 1XSKIMC0AT PIL 3 STRAPPING @ 24" O.C. NOTE: 66" EA) 10 d NAILS @ VAPOR BARRIER CONNECTION—di OA © O O O O X GUTTERS & DOWNSPOUTS R-38 BATT INS WUDH2824 WUDH3030 WUDH2818 WUDH2822 (2)WUDH2824 o w TO MATCH EXG REUSE EXG EGRESS FASCIA&SOFFIT PROVIDE HURRICANE RESISTANT 5.99 SQ FT O SHUTTERS TO MEEET CODE CLEAR ,� PROVIDE VENTING ING F R OPENING > POSITIVE AIR FLOW NOTE: FINISH FLOOR CS20 AT 48" FROM SOFFIT TO RIDGE WINDOWS IN ALL SLEEPING ROOMS SHALL CONFORM (14) l Od NAILS TOTAL FRIEZE (& RAKE) TRIM TO THE EMERGENCY ESCAPE REQUIREMENTS OF R310 TO MATCH EXG OF THE NEW YORK STATE RESIDENTIAL BUILDING CODE ----n- - DOOR TYPES '� ALE: 114"= 1 -0 _ CLOSET- - :VERIFY CS20 AT 48" SC - � �- ,I �ILVG WJ OWNERS (14) 1 Od NAILS TOTAL 21-8" 2'-811 21-6" VARIES 2'-0" 2'-0' II I JI I _1 J H6 AT 72" FINISH FLOOR -IrL Ilk0 1/2" GWB W/ 09 00 0? OD C? JIF SKIMCOAT PL o ;oo ° ° I1 _ ION 1X3 STRAPPING @ 24" O.C. 11 ILI W/ASTRAGAL EXTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR TYPICAL EXT WALL CONSTRUCTION TYPICAL INT WALL CONSTRUCTION WD SHINGLES 1/2" GWB W/ � � ' � WOOD &GLASS WOOD&GLASS WOOD&GLASS WOOD WOOD TO MATCH EXG SKIMCOAT PL O O.SIM766 NO. SON MARVINOFD26 SIMNO. SON810 O. 81 N '�,� , • �.�. BLDG PAPER VAPOR BARRIER �[ NO. 7662 NO. 7703 WOFD2668 NO. 8104 NO. 8104 WOOD SPECIES WOOD SPECIES p 1/2"CDX PLYWD R-19 BATT INS 0 TO MATCH EXG TO MATCH EXG CROSS SECTION 8d AT 811 OC AT EDGES '3 8d at 12" OC AT FIELD �' SCALE: 114"= 1'-0" 2 X 6 AT 16" OC TYPICAL FLOOR CONSTRUCTION L WD T&G FLOORING TO MATCH EXG 15# FELT PAPER DOOR SCHEDULE /4" PLYWD SUBFLOOR 8d at 6" CC FLOOR JOISTS TYP ' Z DOUBLE STUD H6 AT 72" OC " r - -� � [ , DOOR TYPE FI NISH SIZE (width x height) HARDWARE NOTES TO SILL v i 1 A PT 21-811 X 61-811 LOCKSET CONFIRM WOOD SPECIES & FINAISH W/OWNER (2) 5/8" DIA BOLTS* L C) 1 a SCREEN PT 2'-8" X 6'-8" SCREEN L..1L.. 2 D MATCH EXG 2'-0" X 6'-8" DUMMY •�+/ 0 HD2A AT BRACE* I ' PANELS W/ 3 C MATCH EXG 21-611 X 61-811 LOCKSET DOUBLE 5/8" DIA SEE PLAN ! 1/2" O I off • I BATT INSUL 4 E MATCH EXG (2) 2'-6" X 6'-8" DUMMY ANCHOR BOLT , @ 48' O.C. 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'-� 025711211 -A 2 in ; WALL SECTION dare November 14, 2005 ' 5 scale SCALE: 3/4"= V-0" As noted 2in drawn by LST 2 in checked by C V V 1 1/4 in ; ; SHINGLES TO ALIGN j SHINGLES TO ALIGN LAV WASHER 2 in &MATCH EXG &MATCH EXG revision date �i 3 i 1 1/2 in 2 in ; FLASHING WC December 9, 2005 SHWR 1X2 DRIP CAP 2 iin TOP OF TOP OF 4 in - - - - —ALIGN— - 2 i SHINGLE WATER TABLE 3 in 2 fin f KITCHE-IN 1 1/2 in ® � ' 1X8 •� • Schedules GROUP 1 1/2 irn 4 in Section II 1 11/2 in Wall PLUMBING RISER DIAGRAM SIDING DETAIL WATER TAB Section � 6 LE DETAIL SCALE: 1"= 1'-0" SCALE:1"= 1'-0" Details .011111, • "!rkt_'"_� � — RT_. •Vii`=.::.'1�i V aE MIRROR %� M e i ,0`n oy I SHELVES BY —E C14 1010 OWNER a M M V to CS 00 2 L 4 ,1 ALIGN &MATCH SILL LID TO • i � OPEN - i L1 I =1 ---T- I J L 1� :71- - :ems BUILT-IN BENCH TO ALIGN WITH EDGE OF 2 p11 WINDOW EAST BENCH SECTION EAST SOUTH NORTH UDROOM ELEVATION 2 BATHROOM ELEVATIONS SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" 2'-611 21-611 /2'_611 ( 3 1/4" 2.1-3" 2'-3" 2'-3" 21-311L3 1/4ii WALL WALL WALL WALL WALL WALL WALL CABINET CABINET CABINET CABINET CABINET CABINET CABINET O / o a f a ALTERNATE LAYOUT: WALL CABS TO EXTEND > Z TO COUNTER ` 0 N ----........ 5 � STOOLS BY OWNER 2'-0" 2'-4 114" 2'-311 2'-3" 2'-9" 1. 6'-10 1/2" 2''-3" 2'-3" 2'-3" 2'-3" 1'3" � .-.,. 1 BASE BASE BASE BASE DRAWER� DRAWER LL- CABINET CABINET CABINET CABINET BASE BASE EAST SOUTH WEST NORTH EAST PANTRY/LAUNDRY ELEVATIONS 5 KITCHEN ISLAND ELEVATION 3 SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" E T" rS �✓� he OPEN TO OPEN TO OPEN TO OPEN TO PANTRY/ STORAGE MUDROOM DINING I =" LAUNDRY ALCOVE p _ 2t1 I date November 14, 2005 scale 1/211= 1'-011 drawn by LST checked by C V V DW revision date Li December 9, 2005 9" 1'-611 2'-6" 11-611 1 i"0" 3 1_211 11-6" 1 Lid 31.311 21-011 21-0" CONFIRM W/MANF. I J LL L MODEIL NUMBER DRAWER BASE OVEN BASE BASE END BASE SINK BASE BASE CABINET CABINET CABINET PANEL CABINET BASE CABINET EAST SOUTH WEST WEST Interior 1. KITCHEN ELEVATIONS Elevations SCALE: 1/2"= V-0" GENERAL NOTES: G.C. TO VERIFY ALL DIMENSIONS &CONDITIONS IN THE FIELD. ALL CABINET LAYOUTS TO BE CONFIRMED BY OWNERS. CABINETS&COUNTERES BY OWNERS. • X\ > ;. s Q C'4 a0 • h E NN Ems' 10 O r \ M u C '�-�.0 � MM V a a- a c d -° 00 m a 3 00 v � = w �\ i Cie /1)OF I Iff—A I °° M LJ NOTE: BUNK BEDS TO BE DESIGNED WEST NORTH EAST W BUNK ROOM ELEVATIONS D 1 SCALE: 1/2"= P-0" O ALL 0 � C UQ Z t� •- o o n s C:CID A fro CH RLES VAN VOrJ HS � Prm 5717 fl a. ii date November-14, 2005 scale 1/2"= V-0" drawn by LST checked by C V V revision date December 9, 2005 Interior Elevations 9 S-1.1 •-, i (4) 2X8 BEAM, PT GENERAL STRUCTURAL NOTES: 1. DESIGN CRITERIA: 2X6 JOPISTS, PT A. A PRESCRIPTIVE DESIGN PATH FOR ALL SAWN LUMBER. B. ENGINEERED DESIGN FOR MANUFACTURED LUMBER EXG HOUSE - � ww AND STRUCTURAL STEEL. r..- -• n .<... . . _......, _u_, Z _ — 2. LOADS: r A. LIVE LOADS= Q m zs o • to ,o POST ATTIC= > `_ -0 � M C6 NM 2c to to } WOOD DECKING V20 PSF �s o „-a 0- 0- Y § 2ND FLOOR= 30 PSF � °' co co a 00 SIMPSON 4 1 ST FLOOR =40 PSF 0 � PORCH JOISTS, PT B. ROOF SNOW LOAD= 31.5 PSF - __---= --_ -— Z C`+ GALV ABU44 OR 66 C7X12.25 - -- - - --------- - O C. SEISMIC N/A 9 1 k SIMPSON D. WIND= 120 MPH, EXPOSRE C, k=1.35 5-1.1 9 7„ ! GALVANIZED _ DESIGNED TO MEET ASCE-7 MAIN WIND FORCE RESISTING SYSTEM METHOD 1, BEAM CONNECTOR FIGURE 6-2;ENCLOSED BUILDING; H<60 FEET WALL AND ROOFS. 1 / 9 CB64 C t 6" COMPACTED 3. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1 STONE DUST I AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA} WOOD�RAME��nNSTRI icr(nN i T 4 2X8 BEAM P MAN.( , AL FOR ONE-AND TWO-FAMILY QW ELL } } 2X6 JOISTS, PT } 'g:a-.-a:a g:d�.` �� NEW FRAMING L____J Q:. -�.: •:a.: -;o Mw.�.� r JOIST HANGER S 1.1 8 2X8 LEDGER EXG HOUSE FRAMING (4) 811 LVL'S k STEEL PLATE CONTINUOUS i� 10 \\ 3 1/2" CONC. FILLED DOUBLE JOISTS //% LALLY COLUMN NS,UDER PARTITIONS, e �\ _ . _. ... TYP. FRAMING DETAIL J 8 II 2x8SCALE: 1-1/2"= 1 -0 p NOTE: COLLAR TIES/ 'f PROVIDE BLOCKING V V V 21-011 CEILING JOISTS BETWEEN JOISTS,TYP Q O ____..._..._....._..-.._. \/� c� - G :10 00 OD co o x x PORCH DETAIL X X N N N - I %f W .,: NOTE: W8 X 18 PROVIDE BLOCKING 10'-2 3/4" O BETWEEN JOISTS,TYP SECOND FLOOR FRAMING PLAN Z FIRST FLOOR FRAMING PLAN SCALE: 1/4"= 1'-0" CEILING FRAMING PLAN Sc WATER PROOFING SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-011 TYP 11' ° .v..._ <.r,.-.._ ... ..._s..._ ...... 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W L'- I Plan I � FOUNDATION PLAN ROOF FRAMING PLAN FOUNDATION DETAIL an` I I X I 1- - - - -1 I 1 KEY: IS b F — I 3•:, I SCALE: 114"= 1'-011 SCALE: 1/4"= 1'-0° SCALE: 3/411= V-0" Def' = EXISTING 5'-1011 Q = NEW CONSTRUCITON S- 1 VIF EXG STAIR [DIMS r LIST OF DRAWINGS ABBREVIATIONS L-1 . 1 SITE PLAN ABV ABOVE CPK CPK SITE & SEPTIC PLAN ACT ACOUSTICAL TILE AFF ABOVE FINISHED FLOOR ). ; ;� A-1 . l FIRST & SECOND FLOOR PLANS ALT ALTERNATE mom F1 1 1 1 1 4 ,, A-2.1 EXTERIOR ELEVATIONS ARCH ARCHITECTURAL) ' Bs BOTH SIDES A-3. 1 SCHEDULES, WALL SECTION & DETAILS BLDG BUILDING A-4. 1 INTERIOR ELEVATIONS BLK BLOCK Aff A-4.2 INTERIOR ELEVATIONS BLKG BLOCKING S-1 .1 FOUNDATION & FRAMING PLANS, DETAILS BLW BELOW BM BEAM; BENCH MARK BRG BEARING BRK BRICK BSMT BASEMENT BTM BOTTOM BTW BETWEEN BW BOTH WAYS CLG CEILING C, C CENTER LINE CL, CLR CLEARANCE) CMU CONCRETE MASONRY UNITS) COL. COLUMN CONC CONCRETE CONT CONTINUE; CONTINUOUS CONTR CONTRACTOR CPT CARPET CT CERAMIC TILE DIA DIAMETER DIM DIMENSION DN DOWN DTL DETAIL DWG DRAWING — --------- — EA EACH - EL ELEVATION - ELEV ELEVATOR - - EQ EQUAL - EQP EQUIPMENT -- — _ ��— EXG EXISTING -- - _ EXP EXPOSED — EXT EXTERIOR _ -- ETR EXISTING TO REMAIN - FDN FOUNDATION - FG FIBERGLASS FFE FINISHED FLOOR ELEVATION _ FIN FINISH - FL FLOOR — FIG FLASHING FTG FOOTING MATERIALS KEYFUR FURRING GC GENERAL CONTRACTOR GWB GYPSUM WALL BOARD HDW HARDWARE HOR HORIZONTAL CONCRETE HT HEIGHT HVAC HEATING VENTILATING& AIR CONDITIONING INCL INCLUDE(S); INCLUDING ® FINISH--LUMBER INS INSULATE(S); INSULATION INT INTERIOR � FRAMING-LUMBER LEAD COATED COPPER LVL LAMINATED VENEER LUMBER now MAS MASONRY MAX MAXIMUM ® W�O�BLQC.KIN_G MECH MECHANICAL MFD MANUFACTURED MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS L mono"mom"m MTL METAL NIC NOT IN CONTRACT DRAWING KEY NO. NUMBER NS NEAR SIDE NTS NOT TO SCALE EXISTING OC ON CENTER(S) OPG, OPNG OPENING OPP OPPOSITE ® NEW CONSTRUCITON PL, P PROPERTY LINE; PLATE PLAM PLASTIC LAMINATE ------ EDGEABO�OB�EL PL PLASTER PNL PANEL PR PAIR PTD PAINTED SYMBOLS KEY PT PAINT, PRESSURE TREATED PVMT PAVEMENT PWD PLYWOOD DOOR FLFVATION SYMBOL QT QUARRY TILE REF REFERENCE) REQ REQUIRE(D) O WINDOW SYMBOL REV REVISE; REVISION RFG ROOFING RM ROOM 1 DOOR SYMBOL RMV REMOVE RO ROUGH OPENING IN R/S REINFORCING STEEL RT RESILIENT RVS REVERSE W A-3 E INTERIOR NATION SYMBO SCH SCHEDULE SDG SIDING S SIM SIMILAR SPEC SPECIFICATION BUILDING STD STANDARD - - 1 STL STEEL �ECT10N�YIvIBOL A-3 SUS SUSPENDED SYM SYMMETRY; SYMMETRICAL T&G TONGUE & GROOVE THK THICK A 5 DEIAILSYM�OL THR THRESHOLD N0vEMrB"" E1Kn4' 2uu5 TOF TOP OF FOUNDATION TYP TYPICAL UNF UNFINISHED REVISED: DECEMBER 9, 2005 & VERT VERTICAL VIF VERIFY IN FIELD VIN VINYL ®A��`®�= DURLAND ■ VAN VOORHIS VT VINYL TILV.yE f.'f f[B�.V1,N Vor-�HF. 628 pleasant street W/ WITHsuit322 W/O WITHOUT REVISED: MARCH 19, 2007 ,� _, new bedfoed ma 02740 WD WOOD WWF WELDED WIRE FABRIC � �� mss"' .� t 508.993.6567 y 024,717 ®� (508.993.6581 a� 0 � N ,�.� dwarchitects.com a r c h i t e c t s 1 � I 1 1 1 1 / I 1 t 1 N 1 1 3: 1 � 1 0 — O 1 t N�N �� 1 1 C=0 O M,,y 1 o-a t 1 Q Q w0 0 Z 00 1 1 1 � � 1 � 1 Q 1 I OSS ' 1 I t � I � 1 1 I t t I � I 1 t I 1 1 1 1 1 1 � 1 1 l 1 � � I 1 1 F 1 1 1 1 1 V' 1 O � ` _.. ' I NI [e 1 _ w, 0 20'-0" F I • 1 1 1 1 i oo t ^' 00 Lu to D 1 ? L Lu s 0 to I 1 -y NOTE: FOR SEPTIC INFORMATION psi SEE SITE PLAN PREPARED FOR GEORGE W. PACKARD, LOUISE BURNHAM PACKARD 00 7 � 1 STEPHEN T. BURNHAM&CORNELIA B. BURNHAM MADELINE AVENUE 1 i FISHERS ISLAND, NEW YORK f' 1 DATED, 08-12-2005 - - BY: 1 OEB BROADWAY, ENGINEERING qRyI - - - _ _ _ EX{STIN_G_FRON1_ _ - - - - NORWICH,CT 06360 - - - - - - - - - - - -- - - - - -- -.- - - - - - - - - - - YARD SETBACK 1 i I 1 00 CN.ARLES�vA � � I tri VAN VOORHiS t r. W. ,4" 1 _ PROPERTY LINE j, 02:,797 O� ' M �QF A! N�a�t i o IS- z / dare November 14, 2005 / O draco lwn b 1�4" = 1'-0" � C a y C VV, LST ♦ checked by C V revision date ,y December 9, 2005 00-1 �o SITE PLAN o "/ SCALE: 1 " = 10' - 011 KEY: Site Plan � ♦ / 0 = EXISTING D NEW CONSiTRUCITON ♦ 2 V 0 s > I 77 � O Z < VN,M � • "0' > h h V '^ ��N `O O XVVi C=W O MM N ® O w N 010, a O,Q, c N2 oo a Z °D C 1 Q J 1 2. 10'-0" 7-10 1/2" EQUAL EQUAL RENOVATION NOTES: DAYLIGHT AND VENTILLATION: 1 DAYLIGHT REQUIREMENTS_ 2' NEW 1. HOUSE HAS BEEN REWIRED IN ITS ENTIRETY. NEW REPLACEMENT WINDOWS I A A WINDOWS 2. HOUSE HAS BEEN REPLUMBED IN ITS ENTIRETY. TOTAL SQ FT OF BUNKROOM=234 SQ FT 3. NEW AND EXISTING WALL WILL BE INSULATED. REQUIRED DAYLIGHT: 8%of 234 = 18.72 SQ FT. 4. All EXISTING FINSIHES HAVE BEEN REMOVED AND GLAZING SQ FT OF WINDOW "E"=9.33 SQ FT - - I WILL BE REPLACED WITH 1/2"GWB. 2 "E"WINDOWS= 18.66 SQ FT GLAZING SQ FT OF WINDOW "F"= 9.33 SQ FT, EA \ CN "s ' 2AT18.66SQFT -CI TOTAL WINDOW GAZING=37.32 SQ. FT ` 3 PORCH g I 34.06 SQAURE FEET OF DAYLIGHT PROVIDED. 4 3 - :I ALCOVE A YENTILLLaON-REQUIREMENTS- — — '� � O 4/o FO 234 SQ. FT.=9.36 SQ FT RERQUIRED. j 18.66 SQ FT PROVIDED BY WINDOW OPENINGS & `O 1 € 16.66 SQ FT PROVIDED By DOOR OPENING= 35.32 SQ FT PROVIDED. { NEW WINDOWS O NEW TUB C14 J L \\\\ 4'-6" -4. N u +SD i i B bench LIVING ROOM — E`' ' NEW RAISED CEILIN ' 3 BATHROOM 0' 0 'Y M r -j � i `� MUDROOM pegs BEDROOM 3 � � O2'-8 1/2" tYP 17'-10 1/2" C? s SD =� SCREEN PORCH 8'-81/2" q (unheated) E V - =7 M 7 { I closet HD2A TOP&BTM o sh er closet O L 0 1 o HALL PATCH, REPAIR & JL - - - - - - - - - O 5 FINISH TO MATCH EXG,TYP > z BATH 'I i m. o _ U 2 S i - - I PATCH EXG FLOOR 4 2 W *SD 1 1 *SD �'S r _" 4 S e I I , 1 2. 13 03 E -4. I' -Z. -2. BUNK ROOMSD 2. — 4 ; . I U. O storag E W N a by ow er E W { 1 c EGRESS WINDOWS 4. r xt 71] - - - - - - -- -- TIN— c v - it I N HD2A TOP&BTM d ref $ 0 -"" I ;I 00 ADI N I NG ROOM I I I ii�� BEDROOM 1 BEDROOM 2 —� N !,i O O DECK I L _ J N o LAUNDRY __... 0 - KITCHEN /,� I I SEE ALTERNATE; — C 10'-2 1/2" 3/A-1.1 BELOW i a L.l_ S - - - - - - - - - I- N PANTRY - -- ----- - - - - -- - E3 i - - - - - - - - - - - - - - - =----- - I I p I W � CIO N 8 — — J - I C E HD2A TOP&BTM 115'-4" 10'-6 1/2" O HD2A TOP&IBT 8 8 1/2' s HD2A TOP&BTM 1 ? TYPIICAL TYPICAL 3 ' PATCH & I 1 BULK 1EADREPAIR DECK I NAILIING SCHEDULE FOR NAILING SCHEDULE FOR 3 ; AS REQ'D 1 st FLR SHEAR WALLS 2nd FLR SHEAR WALLS TYP SHEAR WALL I ! g I TYIP SHEAR WALL AT FIRST FLR* I .: ..__:..I ' .._..___._.. _. ..__ _ I AT'SECOND FLR SECOND FLOOR PLAN 2 15/32 STR I PLYWD I ; ' $ - - I 15/32"ISTR I PLYWD SCALE: 1/4"= 1'-0" RELOCATE EXG 8dl AT 4 OC AT EDGES F_D A l Od AT 3" OC AT EDGES I I � 19'L, l Od AT 8" OC AT FIELD BULKHEAD I I B&AT 8 OC AT FIELD1 * BLKG AT EDGES I - I BLKG AT EDGES C VA vo)LES'1 PERP TO STUDS TYP 1 i PEFRP TO STUDS TYP tip I j A L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - at ,. I ISH S '�vwe�°� FI HED �� N SCHEDULE F _. date Nove 15- 2005 ff. ROOM NAME FLOOR MAT/FIN BASE&TRIM WALL MAT/FIN CLG MAT/FIN REMARKS scale 1/4" = 1'-0" MUDROOM WOOD/POLY TO MATCH WD/PT GWB W/SKIMCOAT PL/PT GWB W/SKIMCOAT PL/PT MATCH EXG BASE&TRIM,TYP ALL ROOMS drawn by KITCHEN WOOD/POLY TO MATCH WD/PT GWB W/SKIMCOAT PL/PT GWB W/SKIMCOAT PL/PT CABINETRY COUNTERS,APPLIANCES BY OWNERS checkedby C V V, LST NEW DECK TO ALIGN & � y C V MATCH EXG LAUNDRY/PANTRY WOOD/POLY TO MATCH WD/PT GWB W/SKIMCOAT PL/PT GWB W/SKIMCOAT PL/PT CABINETRY,COUNTERS,APPLIANCES BY OWNERS FIRST FLOOR PLAN Z 1 ST FLOOR BATH WOOD/POLY TO MATCH WD/PT GWB W/SKIMCOAT PL/PT GWB W/SKIMCOAT PL/PT VERIFY SHOWER ENCLOSURE W/OWNERS O 3 DINING PATCH &ALIGN TO MATCH WD/PT AS REQ'D PATCH &MATCH AS REQ'D PATCH &MATCH AS REQ'D revision date 2• SCALE: 114"= 1'0" LIVING PATCH &ALIGN TO MATCH WD/PT AS REQ'D PATCH &MATCH AS REQ'D PATCH &MATCH AS REQ'D ALCOVE WOOD/POLY TO MATCH WD/PT GWB W/SKIMCOAT PL/PT GWB W/SKIMCOAT PL/PT December 9, 2005 SCREEN PORCH ETR ETR ETR ETR March 19, 2007 GENERAL NOTE: STAIR ETR ETR ETR ETR 3'-0" 3'-0" G.C. TO VERIFY ALL DIMENSIONS&CONDITIONS IN THE FIELD. HALL PATCH &ALIGN TO MATCH WD/PT AS REQ'D NEW GWB W/SKIMCOAT PL/PT NEW GWB W/SKIMCOAT PL/PT REMOVE EXG GWB AND INSTALL NEW,TYP BEDROOM 1 PATCH &ALIGN TO MATCH WD/PT AS REQ'D NEW GWB W/SKIMCOAT PL/PT NEW GWB W/SKIMCOAT PL/PT EXG HALL AND BEDROOMS First & KEY: BEDROOM 2 ETR WD/PT AS REQ'D NEW GWB W/SKIMCOAT PL/PT NEW GWB W/SKIMCOAT PL/PT IF11 BEDROOM 3 PATCH &ALIGN TO MATCH WD/PT AS REGO NEW GWB W/SKIMCOAT PL/PT NEW GWB W/SKIMCOAT PL/PT Second ------ = EXISTING o 2ND FLOOR BATH ETR ETR ETR ETR [� = NEW CONSTRUCITON BUNK ROOM WOOD/POLY TO MATCH WD/PT GWB W/SKIMCOAT PL/PT GWB W/SKIMCOAT PL/PT Floor 3 ALTERNATE KITCHEN WINDOW/ WALL CABINETS ® =SHEAR WALL Plans SCALE: 114"= l'-O" *SD SMOKE DETECTOR ® HOLD DOWN AT END OF A- 1 . 1 BRACE WALL SECTIONS V) N = U 4 O O V > .._.---_._17 ",C)' v Z Q . a Ni E^ • hu � r c, o,o A o,o.s o000 000 Z 04 `0 LO 5 5 5 5 WOOD LOUVER VENT EW REPLACEMENT WINDOWS -3.1 TO MATCH EXG � I I 5 5 I I I -3.1 -3.1 MATCH RECENT CONSTRUCTION , I I 3 1 I � EXG IN GREY _J_ 5 — — — — — CEILMHEIGHT , -3.1 — — — — — — — — — — — — — lNDOW HEAD HEIGHT O 7 I I I II I z Eli NEW ROOF TO ALIGN & I, (� SCREEN PORCH I I MATCH EXG IO FINISH FLOOR _ — — PC66 w/6-16d NAILS I —t— I i _ _ _ _ _ _ _ _ _ _ _ _ — — — — LNDQZLHEAD_HEIGHT _ _ — — — — — — — — — — — WNDOW—HEADHEIG SHOWER w N I I x w 2X8 POST I ENCLOSURE WOOD CAP ' ?:?: 2 Z n u L Z I I I I oo > J �I I I ( I I ( Q lild ILL iI `. = I 1 I 3) 2X8 BEAM, PTI I � 6 B N A Q � 0 O O I I I F,ABU66 POST/BEAM I FINISH FLOOR I I I I CONNECTOR & — — — — - — — — — — — — — - — -� I— — — — — — — — — _ _ _ _ FINISH FLOOR QD FECB64 N I BEAM CONNECTOR I 6 10 "0 CONC. 6 SHOWER 7 O 3 1 RESIDE EXG SONOTUBE SCUPPER FOR 3 1 ENCLOSURE -3.1 WATER DRAINAGE OFF PORCH 10" X 24" CONC FOOTING 0 /-- SOUTH ELEVATION1(y EAST ELEVATION LOAD PATH 2 SCALE: 114"= 1'-0" SCALE. 1/4"= V-10" NEW / > z GENERAL NOTE: U Q PROVIDE ICE&WATER SHIELD 24"FROM V ALL VALLEYS&EAVES LSTA9 @ EA RAFTER P 3 1 5 5 5 N CM N 2x10 RAFTER @ 16" 0.0 I I i LL_ i (ASPHALT SHINGLES C I19 TO MATCH XG S. ( RECENT CONSTRUCTION 12 IN GREY H (2) H.25 I AT EA RAFTER RECENT CONSTRUCTION I I FASCIA& IN GREY I I FRIEZE TRIM TOJIGN & CS20 @ 48" OC UNDER P MATCEXG,TYP SCREEN PORCH I O I I ------------ 111 �i LES -- 2X6 WD STUD @ 16" O.0 /OC'_pps C� ALL NEW SIDING P _. I TO ALIGN& MATCH EXG,TYP NEW DECK 02;.7'i 7 0 - NEW DECKc----..,..;. fi . :.. SIMPSON H6 @ 72" OC date November 14, 2005 — — — — — — — - — — — — — — — — — — — — — — — — I — — — — I — I — — — — — scale 11411 = 1'-011 — — —SCRf-E��'C�RCH — — — — — — — — — — — — — — — — — — — — — — — raven 7 — — — — — d by C V V, LST 3�tI MAX. _ checked by 3011 MAX C V V _. amamis 10" CONC FOUNDAT ' 1/2" 0 ANCHOR BOLTS @ 48" OC & 12" MAX FROM CORNERS revision date 10" X 24" CONC FOODecember 9, 2005 March 19, 2007 - -------------------------------------------------- LOAD PATH NEW Exterior Elevations 4 WEST ELEVATION 3 NORTH ELEVATION SCALE: 114"= V-0" SCALE: 114"= V-0" A-2 , i WINDOW TYPES SCALE: 1/4"= 1'-0" V N NOTE: NEW WINDOWS SHALL BE STORM PLUS PRODUCT LINE BY MARVIN ALL WINDOWS SHALL MEET THE REQUIREMENTS OF THE U LARGE MISSILE TEST OF ASTM E 1996 OR SHALL HAVE MATCH O EXG O STRUCTURAL SHUTTERS WITH ATTACHED HARDWARE AS 1 REQUIRED IN SECTION 1609.1.4 OF THE NEW YORK STATE LSTA9 AT EACH RAFTER > BUILDING CODE. 5 5/8" L ' � � � � �� ASPHALT SHINGLES TO Z 2 10 3/8 3 0 3/8L2'-103/8" 2'-103/8" 2 10 3/8 2 10 3/8 2 10 3/8 8d NAILS @ 6"OI j, .C. TYP ALIGN &MATCH EXG Q N E ^a o LO V R.O. _ R.O. R.O. R.O. R.O. R.O. AT ROOF SHEATHING ON 30# FELT � .Cl)-a N ."'q ON GRACE ICE AND WATER SHETLD a A-,,°a o P a } (@ ALL EAVES&VALLEYS) 0 0 &DRIP EDGE TO MATCH. 3 0 0 `o ZON 5/8" PLYWD SHEATHING COL11E iZ�pO � 0 c 0 O (2) H2.5 AT EACH RAFTER a a< O Cn 1/2" GWB W/ v, p CEILING HEIGHT f SKIMCOAT PL ON 1 X3 STRAPPING @ 24" O.C. NOTE: VAPOR BARRIER (10) 10d NAILS @ EA CONNECTION OA © © OD OE OF O GUTTERS&DOWNSPOUTS I R-38 BATT INS UDH3030 WUDH2818 WUDH2822 2 WUDH2824 o w TO MATCH EXG L WUDH2824 W ( ) _ REUSE EXG EGRESS U FASCIA&SOFFIT PROVIDE HURRICANE RESISTANT 5.99 SQ FT TO MATCH EXG- SHUTTERS TO MEEET CGDE CLEAR �,.. :E PROVIDE VENTING FOR OPENING POSITIVE AIR FLOW NOTE: FINISH FLOOR CS20 AT 48" FROM SOFFIT TO RIDGE WINDOWS IN ALL SLEEPING ROOMS SHALL CONFORM (14) l Od NAILS TOTAL FRIEZE (& RAKE) TRI TO THE EMERGENCY ESCAPE REQUIREMENTS OF R310 TO MATCH EXG DOOR TYPES OF THE NEW YORK STATE RESIDENTIAL BUILDING CODE 0 X - w 2 t\ _ gLOSET- SCALE: 114"= 1'-0" oo ►U- (VERIFY q SOL�G W/ CS20 AT 48" ' bWN RS I (14) l Od NAILS TOTAL 2'-8" 2'-8" 2'-6" VARIES 2'-0" 2'-0" > , I _1 J - H6 AT 72" FINISH FLOOR f7 , 11 1 1/2" GWB W/ 00 � aI O0 °0 f SKIMCOAT PL ° 'o ° ° L—j ON 1 X3 STRAPPING @ 2,4" O.C. W/ASTRAGAL O G) O O N TYPICAL EXT WALL CONSTRUCTION TYPICAL INT WALL CONSTRUCTION EXTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR WD SHINGLES 1/2" GWB W/ O WOOD&GLASS WOOD&GLASS WOOD&GLASS WOOD WOOD SIMPSON SIMPSON MARVIN SIMPSON SIMPSON TO MATCH EXG SKIMCOAT PL NO. 7662 NO. 7703 WOFD2668 NO. 8104 NO. 8104 •''� ' ' d'-- BLDG PAPER VAPOR BARRIER WOOD SPECIES WOOD SPECIES 1/2"CDX PLYWD R-19 BATT INS �■� Ct TO MATCH EXG TO MATCH EXG CROSS SECTION 88d at 82'OOC ATDFIELD V 4) >- 3 SCALE: 114"= 1'-0" 4 TYPICAL FLOOR CONSTRUCTION L 2X6AT16" OC WD T&G FLOORING TO MATCH EXG 15# FELT PAPERV , Hb AT 72" OC DOOR SCHEDULE _ _ _ 3/4" PLYWD SUBFLOOR 8d at 6" OC,TYP DOUBLE STUD • ' ` DOOR TYPE FINISH SIZE (width x height) HARDWARE NOTES TO SILL _ FLOOR JOISTS Q ` 1 A PT 21-8 11 X 6'8" LOCKSET CONFIRM WOOD SPECIES& FINAISH W/OWNER (2) 5/8" DIA BOLTS* _ __,.d.. 1 a SCREEN PT 2'-8" X 6'-8" SCREEN * I ■— I N 2 D MATCH EXG 2'-0" X 6'-8" DUMMY HD2A AT BRACE PANELS W/ -70 3 C MATCH EXG 2'-6" X 6'-8" LOCKSET * DOUBLE STUDS- 4 E MATCH EXG (2) 2'-6" X 6'-8" DUMMY 5/8 DIA �� SEE PLAN I 1/2' O •" • BATT INSUL N ANCHOR BOLT „ @ 48" O.C. MATCH EXG 2'-O" X 6'-8° _ , � 8" EMBEDED ��- i 114" PLYWOOD .� S 5 D M DUMMY - &2 HOOK 6 D MATCH EXG 2'-6" X 6'-8" PRIVACY I I 7 I I H 7 A MATCH EXG 2'-6" X b'-8" PASSAGE $ H D2A FAMI NG DETAIL S-1.1 I I 8 B MATCH EXG 2'-8" X 6'-8" LOCKSET CONFIRM WOOD SPECIES&FINISH W/OWNER SCALE: 3/4"= V-0" 1 9 D MATCH EXG 2'-b" X 6'-8" PRIVACY * I 10 D MATCH EXG 2'-0" X 6'-8" DUMMY 1 I I I 11 D MATCH EXG 2'-6" X 6'-8" PRIVACY I 1 I I I I 1 I I I I f I 1 � I I ♦♦ CHARLES VAN V00 I S /tin 2 in " �ti f ,. 2 in 02 717 Q� 21 k OF N,Ev°`•(O +' 2in WALL SECTION date ar f ,5 November 14, 2005 SCALE: 3/4"= V-0" scale As noted 2 in drawn by LST ■ i`-� 2 inchecked by C V 1 1/4 in SHINGLES TO ALIGN SHINGLES TO ALIGN LAV WASHER 2 in &MATCH EXG &MATCH EXG revision date 3 1 1/2 in FLASHING December 9, 2005 WC 2 in , March 19 2007 SHWR 1X2 DRIP CAP ' 2 in TOP nF —ALIGN— - 1012 OE 4 in SHINGLE WATER TABLE 2 in�. ' 3 in „ 2 in Schedules KITCHEN r• 1 1/2 in • • 1X8 • • GROUP 1 1/2 in 4 in " Section 1/2 in Wall PLUMBING RISER DIAGRAM SIDING DETAIL Section 7 6 WATER TABLE DETAIL Details SCALE: 1"= 1'-0" SCALE:1"= 1'-0" -3 . 1 7 2 j V o z mN sv ' ,oao 0 ;I MIRRORS N0 0 BY OWNER ® a'„�� (n" 2 t 0600 i r� 3 o O °D = O LO N -.a Z ,O \ ALIGN &MATCH -- SILL \\ LID TO OPENLl — - u u BUILT-IN BENCH TO 21-01f SHELVES ALIGN WITH EDGE OF WINDOW EAST BENCH SECTION EAST SOUTHNORTH MUDROOM ELEVATION &BATHROOM ELEVATIONS 1 ALE: 1/2"= 1'-0" SCALE: 1/2 = 1'0" 2'-6" 2'-6" 2'-6" 3 114 2--3-- 21-321-31121,33 1/4" WALL WALL WALL WALL WALL WALL WALL CABINET CABINET CABINET CABINET CABINET CABINET CABINET l A W C? 0 0 70L--j I L---i I I W a ALTERNATE LAYOUT: 0 LA L-11 WALL CABS TO EXTEND �� ' 7 TO COUNTER ` 4 � L ' � N STOOLS BY OWNER IS 11 ' �� ( 11 Ii 11 2'-3" 21 311 21-311 21-311 � rI 2 0 2 4 1/4 2 -3 2-3 2 9alf- /- 11-311 H (BASE BASE BASE BASE DRAWER DRAWER CABINET CABINET CABINET CABINET BASE BASE L EAST SOUTH WEST NORTH EAST aSc ANTRY/LAUNDRY ELEVATIONS 5KITCHEN ISLAND ELEVATION SCALE: 1/2"= V-0" ALE: 1/2"= V-0" ADDITIONAL WINDOW — inED Aq�,�s QR ® CH LI✓G 1I; r OPEN TO OPEN TO : MUDROOM DINING . .�- pnp 1 up 027i? off` �OPKs vy. 21-111 date Nov�e�'`r'14, 2005 scale 1/2°= 1'-0" drawn by LST checked by CVV DW ILJI Lil 11L-11 IL J1 revision date I-TDecember 9, 2005 March 19, 2007 9" 1'-6" 2'-6" 1'"b" 1'-0" 3'-211 11-[VV11 3'-3" 21-011 11.311 2'-0" CONFIRM W/MAN F... L V MODEL NUMBER DRAWER BASE OVEN BASE BASE END BASE SINK BASE BASE CABINET CABINET CABINET PANEL CABINET BASE CABINET EAST SOUTH WEST WEST Interior 4 KITCHEN ELEVATIONS Elevations SCALE: 1/2"= V-0" GENERAL NOTES: G.C. TO VERIFY ALL DIMENSIONS &CONDITIONS IN THE FIELD. ALL CABINET LAYOUTS TO BE CONFIRMED BY OWNERS. CABINETS&COUNTERES BY OWNERS. A-4 0 1 Z V O s ZQ a > .kM E� • Io CO n10 V N T N `O O �r -`_`O MM i O w a 010, ID 01 0`06 C6 2S CO Cq C � J I nc i i i i i i M NOTE: BUNK BEDS TO BE DESIGNED WEST NORTH EAST W BUNK ROOM ELEVATIONS 1 � SCALE: 1/2"= P-0" 0 a a V > Z UQ E ::Eo � C- D D ED Aq�.. MAPLES rr ViNN'VOORMS ! � 02717 OQ FOF NE�F�� date November 14, 2005 scale 1/211= 1'-0° drawn by LST checked by C V V revision date December 9, 2005 March 19, 2007 Interior Elevations A-4 , 2 9 5-1.1 (4) 2X8 BEAM, PT GENERAL STRUCTURAL NOTES: _ 2X6 JOPISTS, PT-1-1- 1. DESIGN CRITERIA: O .` A. A PRESCRIPTIVE DESIGN PATH FOR ALL SAWN LUMBER. EXG HOUSE B. ENGINEERED DESIGN FOR MANUFACTURED LUMBER AND STRUCTURAL STEEL. Z dIN, � Ooo O ..... __ 2. LOADS: j M E +n POST A. LIVE LOADS= ® a y—o o ATTIC= 20 PSF a o,s WOOD DECKING }i 2ND FLOOR= 30 PSF p � c 0 0 # SIMPSON 1 ST FLOOR =40 PSF PORCH JOISTS, PT B. ROOF SN WOAD= 31.5 PSF -`------- _= _`- - - ---`--- Z N �--a GALV ABU44 OR 66 C. SEISMIC N/A C7X12.25 9 SIMPSON I D. WIND= 120 MPH, EXPOSRE C,X=1.35 �I De S 1.1 9,7„ GALVANIZED t, DESIGNED TO MEET ASCE-7 MAIN WIND FORCE RESISTING SYSTEM METHOD1 j p - BEAM CONNECTOR ( FIGURE 6-2; ENCLOSED BUILDING; H<60 FEET WALL AND ROOFS. CB64 t I 6" COMPACTED 3. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE (4) 2X8 BEAM, PT ' STONE DUST AMERLCAN-EOBEST-AND_PAPELASSOCIATIO"F&PAJ WOOD- RAMS CON-STR-UCIION -MANUAL-EOR-ON E-ANDTWO_FAMILY DWELLINGS fWFCMl� j ( NEW FRAMING I I 2X6 JOISTS, PT _--_ a:d'•r v.:Q•. Q.:d'•.r JOIST HANGER Q EXG HOUSE FRAMING 7 a.a•.:a:a•.:P:a•.; 2X8 LEDGER S-1.1 8 19 (4) 8" LVL'S I -- — L 5 X 5 X.3125 STEEL PLATE I CONTINUOUS 1 it ------ - 3 1/2" CONC. FILLED 1 10 LALLY COLUMN DOUBLE JOISTS UDER PARTITIONS, I 6 - o TYP. i FRAMING DETAIL 8 I > 2x8 SCALE: 1-1/2"= 1'-0" 4 � NOTE: COLLAR TIES _ / II PROVIDE BLOCKING V C1 s r 2-0 BETWEEN JOISTS,TYP O O CEILING JOISTS € O �' iL 11 Al - -- xJA m -- - -- 00 -ao ( oo co x x x I � x I CN PORCH DETAIL C14 C4 t[ SCALE: 3/4"= 1 0 JIL I I NOTE: W8 PROVIDE BLOCKING 1 O'-2 3/4" BETWEEN JOISTS,TYP f__.__.._..._._.-_ 3 SECOND FLOOR FRAMING PLAN o FIRST FLOOR FRAMING PLAN SCALE: 1/4"= 1'-0" CEILING FRAMING PLAN 70 � }" 2 WATER PROOFING, a L SCALE: 114"= V-0" SCALE: 114"= 1'-0" TYP .-..._......—_.... ....... .-.....- d. 4 ' 7 ALIGN W/EXG L HOUSE FOUNDATION lOt' :' U C a F 1 •� FILTER FABRIC101 N FOOTING DRAIN s \, EXISTING ROOF �. –. 21-011 6 I ALIGN &MATCH S 1.1 I I EXG FRAMING- PROVIDE INSULATION & VENTING \, 9 4'-9 1/2" 4'-9 1/211 SIMPSON H-2.5 04 HURRICAN CLIPS, 2 PER RAFTER,TYP I FOUNDATION DETAIL r------------- - ---� I SCALE: 3/4"= 1'-011 ' I I I I I I I I I 19 SIMPSON H-2.5 HURRICAN CLIPS, S-1.1 2 PER RAFTER,TYP I -i- - - - - - - - - - - - - - CH) L FRAME OVER MUDSILLDW/B ILL SEAL 10 I EXISTING ROOF = _ 2��2 S 6 I _ y . 0` 717 S 1.1 . '.•: date November X14, 2005 I , 2 #5 BARS AT TOP& BTM li scale 10 2 1/2 ' As noted I ANCHOR BOLTS AT 4'-0" OC a r' drawn by LST I o : ' checked by C V V 'Q BASEMENT I v VENT I ( , O I I I II 11 EXG FOUNDATION WALL REMAINS j I 2X10 S C� 16 O.C. 2X1O'S C 16 O.C. CONC SLAB : .. 6 X 6 WWF revision date December 9, 2005 I 4 I O0 o �� 3/4" GRAVEL BASE _ March 19, 2007 6 MIL POLY VAPOR BARRIER - d::a6 O 2#S BARS AT BTM ::� •• Foundation . v• v• ----------------- _ _ - - � I I - 7 MATCH - ---- I a n d 2'-O" BASEMENT VENT EXG 2X10'S(G 1 b" O.C.,TYP Framing S 1.1 GENERAL NOTE: = O 2'-4"I Iw Plans I I G.C. TO VERIFY ALL DIMENSIONS&CONDITIONS IN THE FIELD. I _ I I FOUNDATION PLAN ROOF FRAMING PLAN FOUNDATION DETAIL and w I I_ _ _ � I � KEY: 5 6 Q I SCALE I :I 1/4 -��_ 11'-011 EXISTING SCALE: 1/4"= 1'-0" SCALE: 3/4"= 1'-0" Details I = L - - - - - -- - - -1 5'-1011 =NEW CONSTRUCITON S- 1 .1 VIF EXG STAIR DIMS