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HomeMy WebLinkAbout34521-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34796 Date: 01/13/11 THIS CERTIFIES that the building NEW DWELLING Location of Property: 545 WILLIAMSBERG RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 78 Block 5 Lot 16 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 23, 2009 pursuant to which Building Permit No. 34521-Z dated MARCH 23, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FIRST AND SECOND FLOOR PORCHES, SECOND FLOOR DECK, SCREENED PORCH AND OUTDOOR FIREPLACE AS APPLIED FOR. The certificate is issued to PETER & ALETRA TAGIOS, JR. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0168 04/12/08 ELECTRICAL CERTIFICATE NO. 2100725 04/03/08 PLUMBERS CERTIFICATION DATED 06/24/08 MATTITUCK PLUMBING & HEAT r Au horized Signature Rev. 1/81 I. 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. 34521 Z Date` MARCH 23 ,. 2009 Permission is hereby granted to: P &' A TAGIOS- 545 WILLIAMSBERG 'RD SOUTHOLD,NY 11971 for CONSTRUCT NEW SINGLE FAMILY DWELLING WITH PORCHES AS APPLIED FOR PER TRUSTEES & DEC & FLOOD PERMIT. THIS PERMIT REPLACES 31482 . at premises located at 545 WILLIAMSBERG RD ` SOUTHOLD County Tax Map No. 473889 Section 078 Block 0005 Lot No. 016 pursuant to' application dated MARCH 23 , 2009 and approved by the Building Inspector to expire on SEPTEMBER 23, 2010 . Fee $ 957 . 10 ' _ J 6 < Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 3 82 Z Date SEPTEMBER 29, 2005 Permission is hereby granted to: P & A TAGIOS 545 WILLIAMSBERG RD SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH PORCHES AS APPLIED FOR PER TRUSTEES & DEC PERMITS; FLOOD PMT INCLUDED at premises located at 545 WILLIAMSBERG RD SOUTHOLD County Tax Map No. 473889 Section 078 Block 0005 Lot No. 016 pursuant to application dated AUGUST 10, 2005 and approved by the Building Inspector to expire on MARCH 29, 2007 . Fee $ 957 . 10 i Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 . TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL . 765-1802 APPLICATION FOR,CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: P� 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.bf water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement fromplumber certifying that the solder used in system contains 1 n 1 f 5. Commercial building,industrial building,multiple residences and similar building of Code Compliance from architect-or engineer responsible for the building. �Y .6. Submit Board of completed site plan requirements. . . bit Planning Bd A JAN- -7 2011 �. B. For existing.buildings1prior to April 9, 19:57)non-conforming uses,or buildings'"; re-existing."land uses: 4 1. . Accurate survey of property.showing all property lines,streets,_building and unus al natuirai or t c features. TOWN OF SOUTHOLD 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,.Additions to accessory building$25.00,Businesses$50.00. Z. Certificate of Occupancy on Pre-existing Building' $100.Ob 3. - Copy of Certificate of Occupancy-*$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate.of Occupancy-Residential$15.00,Commercial$15.00 Date. "' -7 -.62011 -N:e:w Construction V * ld' or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet . Owner or Owners of Property:._. f'E TE'�2 . �C ETie.¢ Fr io s Suffolk County Tax Map No 1000, Section' 78 Block S Lot . /6 Subdivision Filed Map. Lot: Perinit No. 3Y 5 a/— Date of Permit. Applicant: /ae T-KR 7,4 a} =S . . Health Dept.Approval: APRic. .aQeB Underwriters Approval: >9'9/4 aoo8 Planning Board Approval: &940 OF 7ievs7rex /llgyaa� Request for: Temporary Certificate inal Certificate: (cheek'one) Fee Submitted: $ �5-- `3k Applicant Sig e 1~ a �LpLnLn�E.nn�MPLPLPL rr3p c Sr 5 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 11y' 5 5 5 5 Upon the application of upon premises owned by 5 5 :1 CUSTOM LIGHTING OF SUFFOLK INC PETER TAGGIOS 5 5 PO BOX 1698 545 WILLIAMSBURG DR 5 5 MATTITUCK, NY 11952, SOUTHOLD, NY 11971 c5 5 Located at 545 WILLIAMSBURG DR SOUTHOLD, NY 11971 5 5 5 5 Application Number: 2100725 Certificate Number: 2100725 5 5 5 BELO . 31482Z . ns11 Section: flock: Lot: Building Permit. BDC. 5 5 5 Residential 3000-4000 square ft. Described as a q occupancy, wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: C5 5 First Floor, Second Floor,Outside, Cj 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 3rd Day of April,2008. 5 Name QTY Rate Rating Circuit Tyne 5 Miscellaneous 5 5 5 BLK: 05..00/LOT: 016.00 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 5 0 Smoke 5 5 Appliances and Accessories 5 5 Exhaust Fan 4 0 F.H.P. 5 5 Dish Washer 1 0 1.2 KW 5 Furnace 1 0 Gas 5 5 Hydro Massage Tub(Therapeutic) 1 0 5 5 Air Conditioner 2 0 30,000 BTU 5 5 Wiring and Devices 5 5 Outlet 78 0 Fixture 5 Fixture 78 0 Incandescent 5 5 Outlet 72 0 General Purpose 5 L5Receptacle 39 0 General Purpose seal 5 J Switch 13 0 General Purpose 5 5 Continued on Next Page I of 2 5 5 - - - 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location.indicated. 5 5 5 o ����OP���REIE E�E�����������������NrEE������000�M�����0���0EE��V� o [JLrL3 7[narE..I LnC,''JR JPLLrL3r.rL3r fflr rr3IM LrL3PLLJ E.�[P[J�[J�[nCf[J�[J�[1�[J�[J�[1r�[J�[J�[J�[J�[1�[1�r�[J�[J�[1�[1�[J�[J�[J�[J@1�[J�[J�[J�[J�[1�[n[.n[1@nrJ�[J� C0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c� 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 CUSTOM LIGHTING OF SUFFOLK INC PETER TAGGIOSPO BOX 5 5 MATTI UCK8NY 11952, SOUTHO D, NY 119 DR 5 5 5 Located at 545 WILLIAMSBURG DR SOUTHOLD, NY 11971 5 5 5 Application Number: 2100725 Certificate Number. 2100725 c5 5 Section: BELOWBlock: Lot: Building Permit: 31482Z BDC: ns11 5 5 5 5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of Pj 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor,Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 3rd Day of April,2008. 5 Name QTY Rate Rating Circuit Tvve 5 Dimmers 43 0 5 5 Receptacle 2 0 20a Laundry 5 5 Receptacle 1 0 20a Appliance 5 Paddle Fan 8 0 5 Disconnect 2 0 60a Air Conditioner 5 Receptacle 7 0 GFCI 5 5 Service 5 1 Phase 3 W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb 5 5 Meters: I 5 5 5 5 5 5 5 5 5 5 Sea. 5 5 2 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location'irdicated. I[NJ5 5 r�PrJ�cPrJcl�rJ�rJ�rJcPrJ�rJ�rJ�r�rJ�rJ�rJ�r�rJ�cJ�r�r�rJE I�cPr_lcPrJ��rJE PrJ�rJ�rJ�r.J�rJ��Pr�rJ�r�rJ�rJ�rJ�rJ��PrJ@�r�cPr�rJ�r�rJ�LI1M JEHaPLLPrJL 0 �QS�FFO(,�C o .Town Hall,53095 Main Road O 'Fax(631)765-9502 P.O..Box 1179 Telephone(631 765-1802 Southold, New York 11971-0959 ) BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. \y�� Owner: (Please print) Plumber: tvvda► Co G' o rr . (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to fore.me this o?1 day of 20 0 DENISE KING Notary Public,State of New York Registration #01 K16041757 Qualified in Suffolk County My Commission Expires May 15,2L2LO Notary Public, ounty 1:�- pF SO(/T�, ltS courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE &— CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: J' c� DATE Q INSPECTOR i r � OE SO!/TyOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �� 7 `�'Z-✓� DATE r f t INSPECTOR / 'J l ' OF SO(/T��lo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ','i' a �J� u DATE INSPECTOR OF SOUI�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /07 DATE INSPECTOR r Of SOUj'y0 �o �a courm, ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [--= NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 7 INSPECTOR OF SO(/T�olo cOUPd�'1,� 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 REMARKS: A all cat k DATE INSPECTOR <�� �Aftif 30 yo � old 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION fr r/ REMARKS: JI-OR DATE INSPECTOR pf SO(/Tyolo �. • !till TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: � a DATE `S _� INSPECTOR pf SOZ74' pI�,°l o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: lop oor DATE INSPECTOR-2� Nemschick Silverman Architects P.c. the business of ARCHITECTURE." Date: September 22, 2010 3, Southold Town Building Department D Southold, New York RE: DEC 10 2010 The Tacgio5 residence 545 Wlliam5burcg Drive BLDG.DEPT. Southold, NY TOWN OF SOUTHOLD 11971 TM: 78.05. 1 G To whom it may concern: To the best of our knowledge, belief and professional judgment, the wind impact zone strapping installation for the above referenced application meets New York State Building Code. If you have any questions or would like additional information about this project, please feel free to contact our office. Regards, Ray Nemschick, AIA Nemschick Silverman Architects, P.C. 430 Green Way • Cutchogue, New York 11935 631.734.7007 telephone • 631.734.7347 facsimile www.ns-arch.com STEVEN L. MARESCA CONSULTING ENGINEER 188-07 W.MONTAUK HIGHWAY•HAMPTON BAYS,NY 11946.(516)728-9480.FAX(516)728-9484 February 10, 2006 James H. Rambo Construction Inc. Bishops Lane Southampton, N.Y. 11968 Re: Pile Certification Tagios Residence 545 Williamsburg Drive Southold, N.Y. Dear Mr. Samuels: This letter is to certify that I am a Professional Engineer and have reviewed the timber pile installation for the project as referenced. A total of 38 piling have been ;dnven,with a Delmag D6-32 single acting diesel hammer developing 10,'500. foof lbs. of energy. The pile capacity has been calculated utilizing the Engineering News Record Formula for driven piling. The pile log is attached. The pile installation has been completed in accordance with the Coastal Construction Manual —Volume 2 - Section 13. Timber pile have a 10" diameter butt with a total length-of 25 foot. The piling ( Southern Yellow Pine ) have been treated in accordance with A.W.P.A. C3 Foundation specification with 1.0# retention (min.). The piling have been installed in accordance with standards of good practice for this area. This review was intended to check the method and materials for pile installation and pile capacity. We have not checked for oundation location nor design adequacy. Please advise if any furt r i formation will be required. o� New �� inc y r . �r `sca�:�` E - 057 3 -I Oro .1 • f •FOUNDATION(IST) 1 `r ` w ALIM r r ROUGH PLUMBING INSULATION PER N.Y. ;jFj STATE ENERGY CODE Ia moll, AV ADDITIONAL COMMENTS • • ♦ ` L � V `«_ i f TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HAU Board of Health SOUTHOLD,NY 11971 �i 4 sets of Building Plans TEL: (631)765-1802 'C Planning Board approval FAX:(631)765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form �N Y.S.D.E.C. Q / '`Trustees Examined u / 4 20 S' Contact: p Approved 20 Mail to: � Disapproved a/c Phone: Pin `S + i! ...Building Inspector l AUG.10 ZOOS JAPPLICATION FOR BUILDING PERMIT -r • PI _C' . -— i Date 20 Q"✓ TQVJ� l OF 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 admit authorized inspectors on premises and in building for necessary inspections. �r (Signature of applicant or naAie,if a corporation) 1 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If ica is a oratio ,signature of(1yly a tho i ed offc r 1/ 116 at a and titlelof corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed ork will be done: V,11_Ii A� , '00LU17�01/h House Number Street I �rHamlet County Tax Map No. 1000 Section Block OA Lot C Q Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy Y pre_np sesl and tendedjg use andp;c� anc�i f proposed construction: a. Existinguse and occupancy yT�r/��AcA!{i�—! �h J 1 /'�y b. Intended use and occupancy 'J� "Z 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (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 Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories c rr 1 0 8. Dimensions of e tire nea construction:Front J Rear 2-b Depth e 4 Height 4) 7,-,o Number of Stories 9. Size of lot:Front i Rear 00 Depth Zo. On 10.Date of Purchase Name of Former Owner WZ 11.Zone or use district in which premises are situated ul w o z(W- V 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YESXNO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMkT,�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 Oil p h i (-I(- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the & ,1(_t_' (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swo tq before me thi lli,j day of 2066 Al,&,e Notary Publi MW igna of A licant Viol Noo.810 re 1 jty u�2W Albert J.Krupski,President ADD IT& Tov+'d hall James King.Vice-President ' 'y� 53095.Route 25 Artie Foster ® P.O.Box 1179 CIO Southold,Ne tu,"York 11971-0959 Kea Poliwoda ^r Peggy A.Dickerson ;�' ® o! Telephone(6s1) 765-1892 Fax(63,1) 765-1366 Yj BOARD OF.TOWN TRUSTEES TOWN OF'�SOUTI-TOLD ti=. Apri1.20, 2005 Mr. Robert E. Herrmann En-Consultants, Inc. 1319 North Sea Rd. Southampton, NY 11968 RE: 545 WILLIAMSBURG DR4,SOUTHOLD. SCTM#784-16 Dear Mr. Herrmann: The following action was taken at the,Southold Town Board of Trustees regular;T�eeting, held on Wed., Apri120, 2005: RESOLVED, that the Southold Town Board:of Trustees APPROVE-the request for a Transfer of Permit#5858 from-James F. Grathwohl to Peter Tagios &Aletra Monfredo Tagios, as issued on February 25, 2004. If you have any questions, please contact our office at (631) 765-1892. '* Sincerely, F r S Albert J: Krupski,.Jr: President, Board of Trustees AJK:ims �Z9-d B00/900'd. 6Z1-1 �Z1Z19�1E9 S133LIHOP SN-woJ� '' .L;EFE-01, 900Z-11-Iny: tY \ • and Of Southold Town Trustees f Bo �x ' SOUTHOLD, NEW YORK •,.I . DATE: ..Feb. -25, -2004 Q ..... . .. 1 � PERMIT NO. ...�_�1....... . ISSUED TO JAMES F. GRATHWOHL ............. .� ,auto ttt#tort 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 t� 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 ....Eab.....25.... 2004_, and in consideration of the sum. of ...200._00........ paid by t e :.._..James F. Grathwohl................................................................................7........l........ ... ................. ; r of Reston, VA FqXYXand. subject to the ' Terms and-- Conditions . listed on the reverse side hereof, t3 ^ of Southold Town Trustees authorizes and permits the followinet Wetland Permit to construct a single-family dwelling on pilings,an enclosed porch and w i screened porch,sanitary system and pervious driveway,and as depicted on the survey J •. prepared by Joseph A.Ingegno last dated January 4,2004. A line of staked hay bales £ — To tie ptaTzd-down-along-the-non=disturbance-buffer-prior-to-construction,-and-gutte 1 and.drywells installed to contain the roof run-off. all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees hore- �' by causes its Corporate Seal to be affixed, and these presents to be subscribed bypa majority of the said Board as of this date. ♦ v Ls},�t,�r "�'`'°�. - ',+ , +�.T4 'fie James F. King, President �Q� SU!/ry Town Hall Jill A Doherty,Vice-President ,`O� ��� 53095 Route 25 P.O. Box 1179 Peggy A.Dickerson l Southold,New York 11971-0959 Dave Bergen N G p@ Telephone(631) 765-1892 Bob Ghosio,Jr. '��l�C � a Fax(631) 765-6641 OU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0315C Date: May 27, 2008 THIS CERTIFIES that the construction of a single-family dwelling on pilings, porch on pilings with the removal of the bottom sty on the two porch stairs on the westerly side, second story deck sanitary system pervious driveway_gutters leaders and dMyells installed on dwelling and maintain the 35' Non-Disturbance/Non-Fertilization Buffer as per the survey map annexed hereto as Schedule`B"in the Declaration of Covenants & Restrictions last dated January 29, 2004 At 545 Williamsburg_Drive Southold,New York Suffolk County Tax Map # 78-5-16 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 01/03/02 pursuant to which Trustees Permit#5858 Dated 02/25/04. Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a single-family dwellingon pilings porch on pilings with the removal of the bottom step on the two porch stairs on the westerly side second story deck, sanitary system pervious driveway,,gutters leaders and drywells installed on dwelling and maintain the 35' Non-Disturbance/Non-Fertilization Buffer as per the survey map annexed hereto as Schedule "B" in the Declaration of Covenants &Restrictions last dated January 29, 2004 The certificate is issued to PETER TAGIOS & ALETRA MONFREDO-TAGIOS owner of the aforesaid property. Authorized Sign#6re NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-02385/00001 May 10, 2001 FACILITY/PROGRAM.NUMBER(S) PERMIT EXPIRATION DATE(S) Under the EnvironmentaL Conservation Law May 10, 2006 I� TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate �I ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid Waste Management ❑ Article 15, Title 15: Water ❑ ArticL'e 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR Supply 373: Hazardous Waste Management ❑ Article 19: Air Pollution ❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined ❑ Article 15, Title 15: Long Land Reclamation ❑ Article 36: Floodplain Island Wells Management ❑ Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19,.27, 37; Scenic and Recreational Rivers 0 Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED.TO TELEPHONE NUMBER James Grathwohl (631) 734-6507 ADDRESS OF PERMITTEE 25325 West Main Road, Cutchogue, NY 11935 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER EnConsultants, Inc., 1329 North Sea Road, Southampton, NY 11968 (631) 283-6360 NAME AND ADDRESS OF PROJECT/FACILITY Grathwohl property, Williamsburg Road, Southold, NY LOCATION OF PROJECT/FACILITY SCTM #1000-78-5-16 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Canal E:716.4 N:4546.3 DESCRIPTION OF AUTHORIZED ACTIVITY: Construct single family dwelling, sanitary system,two(2)porches, retaining wall, pervious driveway, landscaped terrace, and decorative wall. All work is to be performed in accordance with the survey stamped NYSDEC approved on 5/9/01. 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 ADM ISZRATOR: DRESS Joh A. ieland (MRP) Bldg. #40, NY, Stony Brook, NY 11790-2356 AUT tORD/SIGNATURE DATE ^� May 10, 2001 Page 1 of �� NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, agents, and assigns for all claims, suits, actions, damages, and costs of every name and description, arising out of or resulting from the permittee's undertaking of activities or operation and maintenance of the facility or facilities authorized by the permit in compliance or non-compliance with the terms and conditions of the permit. 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 otherpermits,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 no:, 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 (SPD`S), 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. The grounds for modification, suspension or revocation include: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regulations is found; b) the permit was obtained by misrepresentation or failure to disclose relevant facts; c) new material information is discovered; or d) environmental conditions, relevant technology, or applicable law or regulation have materially changed since the permit was issued. D 1-4738-02385/00001 EC PERMIT NUMBER PAGE 2 OF NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 (TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by 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. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers, U.S.Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. 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. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the.State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of.the Clean Water Act of 1977(PL 95-217) provided that all of the conditions listed herein are met. 9. 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. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by: Joseph A. Ingegno last revised on 2/11/01. DEC PERMIT NUMBER PAGE 3 OF,�` 1-4738-02385/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 2. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 3. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 4. All fill shall consist of"clean"sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 5. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 50 linear feet from the tidal wetland boundary. 6. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 7. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 25 linear feet landward of the tidal wetland boundary. 8. A row of staked hay bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 25 linear feet from the tidal wetland boundary, or as per NYSDEC approved plan, at commencement of regulated activities and remain in place until project is completed and all disturbed areas stabilized with vegetation. 9. Roof runoff shall be directed to drywells a minimum of 35 feet landward of the tidal wetland boundary for immediate on-site recharge. 10. All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration, whichever comes first. The approved methodologies are as follows:. a. Stabilization of the entire disturbed area with appropriate vegetation (non-fertilizer / non-pesticide dependent grasses, etc.) 11. If seeding is impracticable due to the time of year, a temporary mulch must be applied and final seeding performed at the earliest opportunity when weather conditions favor germination and growth, but not more than six months after project completion. 12. All disturbed areas where soil will be temporarily exposed or stockpiled for longer than one (1) week shall be contained by a continuous line of staked hay bales/silt curtain (or other NYSDEC approved method) placed on the seaward side between the fill and wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 13. Driveways and parking areas shall be constructed of pervious material. Special Condition 14 is on page 5 of 5. a DEC PERMIT NUMBER PAGE 4 OF 5 1-4738-02385/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 14. The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated tidal wetlands associated with Corey Creek are located at Williamsburg Road, Suffolk County Tax Map Number: District 1000, Section 78, Block 5, Lot 16, otherwise known as the properties of James Grathwohl and his/her/their heirs,assigns,or successors. This property is subject to the provisions of New York State Environmental Conservation Law(ECL)Article 25 or its successor, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the.erection of any structure(s); excavation; dredging grading and filling; clearing of vegetation; and application of chemicals." This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sent within one calendar year of the issuance of this permit to: NYSDEC, Regional Manager, Bureau of Habitat, SUNY Building 40, Stony Brook, New York 11790-2356. DEC PERMIT NUMBER PAGE 5 OF 5 1-4738-02385/00001 — U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMBNo. 1660-0008 Federal Emergency Management Agency' Expires February 28.2009 . x;'JalJunal,Flood.Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number �i� V- 'A Lit- A 7AG-lUS A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number. 1192 City State ZIP Code Ju A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,'etc.) zgkm A4. Building Use(e.g.,Residential Non-Residential,Addition,Accessory,ptc.) n� . A5. Latitude/Lorigilude:Lat. 110 Z �Z A) Long. 77 L- Z'S .S Horizontal Datum: ❑MAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A�. Building Diagram Number - A8. For a building with a crawl space or enclosure(s),provide: A9. For a building with an attached garage,provide: a).Square footage of crawl space or enclosure(s) A sq ft a) Square footage of attached garage Ali A sq it b) No.of permanent flood openings In the crawl'space or fit b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade IUIA walls within 1.0 foot-above adjacent grade c) Total net area of flood openings in A8.b sq,in c) Total net area of flood openings In A9.b A sq in SECTION B.-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION ' B1.NFIP Community Name&Community Number 132.County Name B3.State TOrv�v o S0Vt#6' 366° S u r,,r-C)lL B4.Map/Panel Number I B5.Suffix B6.FIRM Index 37.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO use base flood depth) /G . lam- 14A � /t i9�p Ae � • U B10. Indicate the source of the Base Flood Elevation(BFE)data,or base flood depth entered in Item B9. ❑FIS Profile ®FIRM ❑Community Determined ❑Other(Describe) B11. Indicate elevation datum used for BFE in Item B9`. JA NGVD 1929 ❑NAVD 1988 ❑Other(Describe) B12. Is thebuilding located In a Coastal Barrier Resources System(CBRS)area.or Otherwise Protected Area(OPA)? ❑Yes ® No Designation Date „❑CBRS ❑.OPA SECTION C-BUILDING ELEVATION.INFORMATION(SURVEY REQUIRED) . C1. Building elevations are based on: ❑Construction Drawings* ❑ Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Ai-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,AR/AE,AR/Al-A30,AR/AH,AR/AO. Complete Items C2.a=g below according to the building diagram specified in Itbm A7. Benchmark Utilized Vertical Datum AJ lei'V%� 92 7 Conversion/Comments Check the measurement used. a) Top of.bottom floor(including basement,crawl space,or enclosure floor) Z .& ©feet El meters(Puerto Rico only) b) 'Top of the next higher floor Z3_., ` ❑feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) -i A _0 feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) n✓ A ._Q feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or-equipmenfservicing the building 11 ❑feel ❑meters(Puerto Rico"only) (Describe type of equipment in Comments) 0 Lowest adjacent(finished)grade(LAG) C' .'7_0 feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 7 ❑feet ❑meters(Puerto Rico only) SECTION_D-.SURVEYOR,ENGINEER,OR ARCHITECT.CERTIFICATION This certification Is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation Information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑Check here if comments are provided on back of form. ���� N "•�� Certifier's Name License Number -1t7J� A. 12"a Aids L. S 149a j Title Comp ny Name i ArUr Cif' UE' �� A- ZAl&,qG-,-C, G,O.v� StJ/'!i 0,1 v Address City State ZIP Code a s Signature � Date Telephone �a FEMA Form 81-31, F bruary 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use: Building Street Address(including Apt.;Unit,Suite,and/or Bldg.No:)or P.O.Route and Box No. Policy Number Sys PVJLLIA PIS All.k u q -LCity State ZIP Code Company NAIC Number SECTION.D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION.(CONTINUED) Copy both sides of this Elevation:Certificate for(1)community official,(2)Insurance agent/company,and(3)building owner. Comments Signature Date + t; ❑ Check here If attachments SEC 1'4 E-BUILDING'ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El.E5..If.the Certificate is Intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items Ei-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). . a)Top of bottom floor(including basement,crawl space,or enclosure)is _❑feet ❑meters ❑above or below the HAG. b)Top of bottom floor(including basement,crawl spate,or enclosure)is _El feet El meters El above or H below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Sectigl.A Items 8 and/or 9(see a e 8 of Instructions),the next higher floor (elevation C2.b In the diagrams)of the building is ❑feet u meters ❑above or below the HAG.. E3. Attached garage(top of slab)is ❑feel❑meters ❑above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only:..If no flood depth number is available,is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance?.❑Yes e❑No. ❑Unknown. The local official must certify this Information in Section G. SECTION F.-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-Issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here If attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) ahe local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), nd G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8.and 09. Gi. ❑ .The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor;engineer,or architect who Is authorized by law to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a.FEMA-issued or community-Issued BFE)or Zone AO. G3. ❑ The following Information(Items G4.-G9.)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued Ge. Date Certificate Of Compliance/Occupancy Issued G7.This permit has been Issued for: ❑New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR) Datum G9.BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR) Datum Local Official's Name_ Title Community Name Telephone Signature Date Comments ❑Check here If attachments FEMA Form 81-31, February 2006 Replaces all previous editions +' Building.Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number S� - k/�GLiq►�s�Gl,e,L- ��� City State ZIP Code Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date takers; "Front View"and"Rear View": and. if reauired. "Right Side View" and"Left Side View." Feelv T a a J, ti -3. Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number City . State ZIP Code Company NAIC Number. � 1�� /I l If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two.building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. A. m t i 'ICI COUNTY OF SUFFOLK O O Robert J. Gaffney SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES CLARE B. BRADLEY,M.D.,M.P.H. Commissioner October 19,2001 Mr.James Grathwohl 11690 Stockbridge bane Reston,Virginia 22094 Subject: Board of Review Hearing— October 11,2001 Report of Findings and Recommendations of the Review Board Regarding: R10-99-0168 — Residence for.Grathwohl, s/% Williamsburg Road, 515 feet (ft.) s/o Main Road, Bayview-t/o Southold-SCTM: #1000-78-5-16 Dear Mr.Grathwohl: Enclosed is a copy of the Board of Reviews findings,recommendations and determination concerning the subject application. Based on the information submitted,the Board granted the request for variance with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete;otherwise,your approval will be subject to unnecessary delay. x3'ry you, Jai es H.Pim,P.E. C man,Board of Review JHP/kn enclosure. cc: Board of Review—.Riverhead Douglas Feldman,PE —SCDHS James Bagg,Planning Dpt. Valerie Scopaz-r Town of Brookhaven En-Consultants Fred Keith,PE SC DEPT HEALTH SERVICES BOARD OF REVIEW--220 RABRO DRIVE EAST—HAUPPAUGE,NY 117884290 (631)853-3084— Fax(631)853-3075 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY Article 2,Section 220,Suffolk County Sanitary Code To: Clare B. Bradley,M.D.,M.P.H. Commissioner of Health Services From: James H.Pim,P.E. Chairman,Board of Review Subject: Report of Findings and Recommendations of the Review Board Regarding: R10-99-0168 — Residence for Grathwohl,s/%Williamsburg Road, 515 feet (ft.) s/o Main Road,$ayview-t/o Southold-SCTM: #1000-78-5-16 Applicant: James Grathwohl 11690 Stockbridge Lane Reston,Virginia 22094 Notice of Hearing: September 13,2001 Hearing Date: October 11,2001 Statement of Problem Construction standards require that the distance between a sanitary system and surface water be at least 100 ft. The applicant is proposing to install the sanitary system less than 100 ft.from the surface waters. The department's construction standards require that subsoil conditions and groundwater conditions be conducive to the proper functioning of subsurface sewage disposal systems. The site has poor soil and/or groundwater conditions. Findings and Facts 1. Proposed construction of a single-family dwelling,with on-site sewage disposal and public water. 2. Site is in Groundwater Management Zone#IV. 3. . Public water is available from Suffolk County Water Authority. 4. Depth to groundwater is approximately 2.5 ft. 5. Soils are poor to a depth of 18 ft.,then sand. 6. Groundwater flow is southerly. 7. Lot size is 18,207 sq.ft. 8. A Wetland's Permit has been obtained from the New York State Department of Environmental Conservation(NYSDEC)for the proposed design. 9. The property is located on a point,.with water on two sides. 10. The properties on each side are bulkheaded,but NYSDEC will not allow bulkheading of this property. Clare B.Bradley,M.D.,M.P.H.,Commissioner Hearing Date: October 11,2001 Subject: Report of Findings and Recommendation of the Board of Review Regarding: R10-99-0168 — Residence for Grathwohl,s/e%o Williamsburg Road, 515 feet(ft.) s/o Main Road,Bayview-t/o Southold-SCTM: #1000-78-5-16 Findings and Facts (coned.) 11. The proposed leaching system is placed as far from the shore as the lot will allow, thus providing a separation distance of 75 ft.,which is less than the 100 ft.required. 12. The applicant's engineer submitted a plan for removal and replacement of unsatisfactory soil for the leaching system. 13. A standard five-pool shallow disposal system,with a retaining wall,will be used. 14. The applicant's engineer made the point that, even though the sanitary system is relatively close to the shore, the tight soils will force the sanitary flow down deeply through the. sand column, rather than allowing the short,horizontal,flow to the shore. Determination It was a 3 to 0 determination of the Board of Review to grant the request for the variance,provided the applicant removes the poor soils and achieves a hydraulic connection to acceptable soil strata to the satisfaction of the Department. The Suffolk County Sanitary Code,and the Department's Standards for Construction of Subsurface Disposal Systems,are intended to protect surface and groundwater quality. Approval of a properly installed disposal system will have no significant adverse effect on surface or groundwater quality despite the reduced distance to the shoreline. fa 1'7 o oV� DateJam H.Pim,P.E.,Chairman B 'd of Review oa✓01/2005 16:51 FAX 6312836136 TLTAIM,INC- IM002 SUI'FDL1C COU ffY_DEpARTmxNT of IMALIM Spp.VtMS TOR OF190 TiSF t7NL OFFICE OF WASI-EWATER MANAGMENT Health Dcpa=cnt Ref.NO- N::+ SUfFr OLK COUNTY CENTER-RIVEMAD,NY 1.1901. ,< (631)852-2100 App ,xCA,TION FOR EX� `EiOly + AL OF.TRANS E OF EXIS1'iNG PEE_ A 00-��U�SEWAGE DISPOSAL SYNGLT FA AND WATER$i7P]P3LX FACILIT S FOR NIILY DWELLING REFER TO REVERSE 61D)1�.4:A+'TPMS FORM'*R R"=UCTIONS g �t.R,ASF'1'YPlB Ole T►vT. .F LY r p,�LiSl'RL�G CIO REMUTNCE NVA+ ER Dist Soct. Block ic* NAME OF APPLICANT seatlon 6 beleW- came IP dilrerem tfom ms 1 ttemtt,xe;naeuaiats f br triesienm ti t and Mailing Ad&ess &6� *ERsr�D?Orr ►}ir�toT� Phone kilo qb9 .'?t� NAME'OF AGENT CxttdSMUCuet) Phone . ... l MailinS Adtirees . rrltijre than 6 years old,a new application wall ue.tequiretl) DATE OF ORIGINAL APPROVAL . . TRANSFER OF P$R :I to the new appliot�homed hereby transfer all jigs and tutor in the above t above; SIGNATM OF ORIGINAL PMUffr RoLDMAG ' ^o PRtINf NAliE 'R1�5 I E O 5 Vt��t aoLq* MAILING ADDRESS 11O S �Gra ( � 5ror� renew. trans a or a permit to construet in secordanca,wl this application, Application is heeby made to 1 1 extend,l ( 1 hoation end the statements therein are true mad snrveS►s and plans submitted, 111RCby eor*that I have cxattuued tide romp etc aPP hcable out►ty,State and Federal�.a�r�s: "Any false correct,and 6t all work sball be done in acootdan�with a]1�p' �„York Sarre Pend Uwv 8t8tt nzw made berets is "4§able a a ttwdem Date of Applicant Title _ PrintName ofAppfioant A& Or . A19CUO ✓/�" cet that has ahead received a permit to oons�ct from the If you are making ubstantisl revisions of modifications"a proj Y eet to an j Departai<ut,or it the permit is more than six(6)yem v1F�,a new gplieadon will be required. Renewed permits are SO y c es in standards enacted after'he a :oval date of•.he oti ' 1 t- �avr Use oNs� ew rarisfo=reti Number of Bedrooms AM.MA _ permit is Extended/Ren C. i75 Signtme Of Department Representative Date: �: t �� Page 1 of 2 1 VZ9-d . 900/1"00.'d M-1 bZ Sopid '.. uZze: 11 . 9002-1i-and 09/15/2005 08:03 6316731127 MARC P GERSHMAN PAGE 02/02 MARC P. URSHNI AN ATTORNEY AT LAW 1.41 EAST MA1N'STRE,FT HUNTINGTON,NEW YC1RK 11743 TEL.(631.)673-1195 PAX.(631)673-1127 September 15, 2005 Pat Conklin Town Of Southold Building Department Main Road Southold,New York 11,971 RE, Tagios Residence 545 Williamsburg Drive Southold,New York Dist. 1000 Sec. 78 Bloch 5 Lot 16 Dear Sir/Madam: Please be advised.that 1 am,the attorney that represented Mr. and Mrs. Tagios when they puT--based the aforementioned property. I hereby certify that the access requirements have been met under Town Code Section 100-235 as evidence in the survey prepared by Joseph A. ingegno (Licensed Land.Surveyer)'datcd.February 22, 1999. Very truly.yours, Marc P. Gershman SEP 15,2005 09:00 6316731127 Page 2 .. •A1 �4 .--�C,tit fe _;` `+ �`j Mom.--" +•j},`� . ,,r' rr�1 •� ' ' •��?ti. \U\ham t Silverman Architects P.c. ' ° � `,'�� ---"`� I�e�mschick the buslnes� of ARCHITECTURE." „CF Sp�.�� Conklin Plans Examiner Town Of 501.1thold Building Department Main Road, Southold ) 1971 Re. Point of access The Tagro5 R.e5rdence 545 Williamsburg Drive 50uthold; NY Mrs. Conklin, This letter t5 to confirm the Building De,partment5 ruling on the matter of site %:Ce55, as it pertain5 to the afore mentioned proposed Tagio5 re5jdence, to be located 'it 545 Williamsburg Drive, 500thold New York: A5 of September 19", 2005 a ruling in reference to "Acce55 Requirements" Town.Code Section 100-235-C)-m which t;°re building inspector approved the re curred 51te acce55, to the lot In clue5tion, be przi�,,;de, to the boundary of the lot and that which adjoins Williamsburg drive, and nct.t;'o be.recjuired on to the Tag►o5 proverty nor to provide acce,55 to the proposed re,5JCnce. Regards, , Ray Nem5chIck, AIA CC; Peter and Net Tag1os t 735 Deerfoot Patti *Cutchague, New York 11935 i 631.734.7007 telephone •631.734.7347 facsirnle www.ns-arch.cor� 698-d Z00/Z00'd 691-1 K IZ19ti1:89 IHONY SN-woad wdgl:l0 900Z-10 p COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES pp ayun J. Chaudhry, D.O.,M.S. DIC v COMMISSIONER July 6, 2007 J U L 16, 2007 Altera & Peter Tagios 26 Amherst Road Port Washington, NY 11050 5outhold Town Board of Trustees Re: SCDHS Ref# R10-99-05; Residence @ the south end of Williamsburg Road, 515 ft s/s of main Road, Southold. SCTM# 1000-78-5-16 Dear Ms. Tagios, A recent inspection by one of the Department's field staff revealed that an exterior deck has been constructed over a portion of the existing septic tank that was previously installed at the above site. Please note that this is a violation of Section 5-105, paragraph B-10 of the Department's "Standards -Approval of Plans and Construction — Sewage Disposal Systems For Single Family-Family Residences," in that disposal systems should not be located under a.ny building, or other improvement that may;prevent access for repair or maintenance of the system. In addition, the location of the deck structure was not shown on plans approved by this office. Also, our records indicate that only part of the sewage disposal system has been installed. Some of the outstanding items include the connection of the building sewer line into the septic tank as well as the construction of retaining walls, shown on plans approved by this office on June 2, 2004. Please note that the resolution of these items are necessary prior to the issuance of Final Approval from this office. If you have any questions concerning this matter, please feel free to contact me @ 852-5700. Sincerely, Douglas J. F dman, P.E. Associate Public Health Engineer Office of Wastewater Management Cc: Mr. Jim King —Town of Southold Mr. Fred Keith, P.E Robert Hermann — En-Consultants, Inc. ♦DIVISION OF ENVIRONMENTAL QUALITY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C YAPHANK NY 11980 PHONE(631)852-5700 FAx(631)852-5755 STEVE LEVY " HUMAYUN J.CHAUDHRY,D.O.,M.S. SUFFOLK COUNTY EXECUTIVE COMMISSIONER SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES BOARD OF REVIEW 360 YAPHANK AVENUE,SUITE 20 YAPHANK,NEW YORK 11980 APPLICATION FOR VARIANCE OR WAIVER FROM REGULATIONS OR SPECIFICATIONS TO: Chairman of the Review Board I, We, PETER TAG1as TR. AW& AL"f} MPNFRE-bo—TgC,iOG residing/doing business at(mailing address) Q6 RMA ERSM Rofrp PORT AS+t i Nf3Too NV l t o 50 request a variance[I or waiver[ ]from(indicate Article&Section Number) ,of the New York Stat..uffo County Sanitary Code cross one out),and is in reference to(indicate Health Services Reference Number, name of proposed realty subdivision /development and Suffolk County Tax Map Number) REFE RENGE -4 R10—99 -• 01eb8 SJFFa.F Go�NTY Tex IYIAP 1000— 0r78,00 — o5Iac -- 01 00 Brief explanation of why variance/waiver should be granted Date 9-6-07 Signatures) 9 6-0 PrintName(s) R Gios R.. F2EDo-TAcG1oS 1. TYPE OR PRINT LEGIBLY and submit completed form to the address at top of application. 2. REGARDLESS OF ANY.PRIOR SUBMISSION,YOU MUST ENCLOSE WITH THIS APPLICATION a. copy of survey for residential construction, site plan for commercial construction, or map of proposed realty subdivision/development; and b. copies of all pertinent paperwork(i.e.,Notice of Non-Conformance or letter of rejection;estimate of cost to extend public water, etc.). 3. SUBMIT CERTIFIED CHECK OR MONEY ORDER FOR$550.00,MADE PAYABLE TO SUFFOLK COUNTY ENVIRONMENTAL HEALTH. FEE SUBJECT TO CHANGE. 4. DO NOT CALL THIS OFFICE. You will be notified in writing of the date,time and place for the hearing. 5. The hearing will be scheduled as soon as possible; however, all hearing schedules will be based on a first come-first served basis. WWM-061 (Rev. 04/07) DECLARATION OF COVENANTS &RESTRICTIONS THIS DECLARATION,made this day of J ME anuary,2004,by JAS F. GRATHWOHL,residing at 11690 Stockbridge Lane,Reston,Virginia 20194,hereinafter referred to as "DECLARANT"; WITNE,SSETH :' WHEREAS, DECLARANT is the owner of a certain plot, place and parcel of land located on Williamsburg Road, in the hamlet of Bayview, in the Town of Southold, County of Suffolk, and the State of.New York, known and designated as SCTM No.- 1000-078.00-05.00 016.000, being more particularly bounded and described as set forth in Schedule "A" annexed hereto; and WHEREAS,the DECLARANT made application to the Board of Trustees of the Town of Southold for a permit pursuant to the Wetlands Law of the Town of Southold to construct a two-story one-family dwelling with porches as depicted on the "Map for Property Situated at Bayview", surveyed and prepared by Joseph A. Ingegno Land Surveyor, on February 22, 1999, last revised February 5, 2004, a reduced copy of which-is annexed hereto as Schedule `B",which is incorporated for reference; and WHEREAS,by Stipulation of Settlement and Discontinuance, dated January 9,2004, and So Ordered by Justice William L.Underwood,Jr., Justice of Supreme Court, in a certain action brought before'the Supreme Court of the State of New York under James F. Grathwohl vs. Board of Trustees of the Town of Southold and the Town of Southold Index No. 02-28116,the Board of Trustees of the Town of Southold was directed to issue a Wetland Permit Yvith certain F conditions, including the establishment of a natural buffer area and annual maintenance of the septic system; and WHEREAS,in consideration of the granting of the Wetland Permit necessary to conduct the above mentioned activities,the Board of Trustees and the DECLARANT agree that it is in the best interest of the DECLARANT and any future owner of the property that the within Declaration,and Covenants be imposed. NOW, THEREFORE,THIS DECLARATION WITNESSETH: That the DECLARANT,for the purposes of carrying out the intentions above expressed, does hereby make known, admit,publish, covenant and agrees that said premises herein 1 L , 1 � described shall hereafter be subject to the following covenants,restrictions and agreements, which shall run with the land and shall be binding upon all purchasers and holders of said premises,their heirs, executors, legal representatives, distributees, successors and assigns,to wit: (1) Non-Disturbance/Non-Fertilization Buffer. There'shall be maintained on the subject premises a non-disturbance/non-fertilization buffer along the northwesterly,northerly and northeasterly portions of the subject premises as shown as the shaded area and labeled as "Non-Disturbance Non-Fertilization Buffer" on the reduced copy of the survey map annexed hereto as Schedule `B." In the aforesaid buffer area,there shall be no�use of fertilizers, except compost and mixtures of decayed organic matter used as fertilizer may be applied,nor shall this buffer area be disturbed in any.manner, except as allowed herein. Additionally,the following shall be adhered to in this buffer area: a.) No clearing of the vegetation within said buffer area,except as may be approved by the Board of Trustees of the Town of Southold; b.) No topsoil, loam, sand, gravel;rock or minerals shall be excavated or removed therefrom; c.) No streets,roadways or other rights of way or easements for vehicular use shall be constructed or granted therein; d.) No trees,plants or other vegetation shall be artificially transplanted into the said buffer area, except'such plants,and vegetation as maybe approved by the Board of Trustees of the Town of Southold; e.) No liquid.or sewage waste or other objectionable or-offensive material or refuse shall be permitted to be discharged into the said buffer'area nor.shaal any portion thereof be used as a leaching field for sewage disposal,or for the placement, construction or maintenance of individual or shared septic systems; f.) No dumping,placement, storage'or burning of any.liquid or solid waste, garbage,' ashes,' sawdust,trash, rubbish,refuse or other.obJectionable, unsightly or offensive materials shall be permitted on or within said buffer area;and g.) The said premises will be forever kept open and free of all buildings and other structures,..including;but not limited to;walls, fences and berms. (2) Conservation Management Plan.'Notwithstanding anything to the contrary contained herein,nothing shall preclude the DECLARANT or his heirs, successors or'assigns 2 from instituting necessary conservation measures to protect and conserve the natural resources and features which are the subject of this Declaration of Covenants,provided that the said conservation measures are part of a Conservation Management Plan, which must be submitted to and approved by the Board of Trustees of the Town of Southold or its Designee. Said plan may include, but not be limited to,the removal of noxious, dead or decayed vegetation and shrubbery, including tree trunks and limbs; clearing pervious walkways and paths; and the placement of compatible plantings,shrubs and trees. (3)At such time a sanitary septic system is constructed upon the premises,the DECLARANT,his heirs, successors and assigns, shall cause to have the sanitary septic system annually inspected,maintained, and serviced to assure the proper performance of said septic system. (4)This Declaration of Covenants shall run with the land and shall bind the DECLARANT, his heirs, assigns,purchasers and successors in interest. (5)This Declaration of Covenants shall not be changed, altered modified or extinguished, except by a vote of a majority,plus one, of the Board of Trustees of the Town of Southold, or any successor Town agency or anyone having jurisdiction over wetlands regulated by the Town of Southold. IN WITNESS WHEREOF, the DECLARANT above named has executed the foregoing Declaration.the day and year first above written. awes f a ohl 3 -- STATE OF NEW YORK) )ss.: COUNTY OF SUFFOLK) On tha,- clay.of January, in the year 2004, before me, the undersigned, a notary public in and for said State,personally appeared James F. Grathwohl,personally known to me or proved to me.on the basis of satisfactory evidence to be'the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument,the individual; or the person upon behalf.of which the individual acted, executed this instrument. otary Public JOANNELACH NOTARY,PUBLIC,State of New York No.,01LA4517151- Suffolk county Commission Expires April 36.20,(}, • 4 ,nm mr. ter+�tr+«r�Tl1T T7 STATE OF,NEW YORK SS: COUNTY OF SUFFOLK EDWARD P. ROMAINE, CLERK OF THE COUNTY OF SUFFOLK AND CLERK OF THE SUPREME COURT F THE STATE OF NEW YORK IN AND FOR SAID COUNTY (SAID COURT BEING A COURT OF RECORD) DO HEREBY CERTIFY.THAT I HAVE COMPARED THE ANNEXED COPY OF DEED LIBER 1�23i Y AT PAGE , RECORDED Y-/9v0� AND THAT IT IS A JUST AND TRUE COPY OF SUCH ORIGINAL DECLARATION AND OF THE WHOLE THEREOF. TESTIMONY. WHEREOF, ,I HAVE HEREUNTO SET MY I-TD AND AFFIXED THE SEAL OF SAID C UNTY AND COURT THIS / 9 DAY OF Gt�z� OYjc��.l� CLERK 12-0169.12l97cg 4 Schedule"A" ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate, lying.and being at Bayview in the.Town of Southold, County of Suffolk and State of New York, as shown'.6n.a certain. map entitled, "Map for Property Situated at Bayview," certified to James Grathwohl and prepared by Joseph A. Ingegno, Land Surveyor, dated February 5, 2004 and attached hereto as Schedule`B"; said parcel being more particularly bounded and described as follows: BEGINNING at an iron pipe set at,the southerly terminus of the southeasterly line of a certain 50 foot wide private right-of-way known as Williamsburg Road, said iron pipe being 515.00 feet southwesterly along said southeasterly line of Williamsburg Road from its intersection with the southwesterly line of Main Road(also known as Main Bayview Road); RUNNING THENCE,from said point of Beginning, along lands now or formerly of Cheryl L. Hansen, South 32' 57' 30"East, 160.00 feet to a point within a dredged canal; RUNNING THENCE, from said point within said dredged canal, South 40100' 00" West, 120:00 feet to a point; RUNNING THENCE, from said point within-said dredged canal,North 270 11' 20" West, 164.60 feet.to a point; RUNNING THENCE,through said dredged canal and along lands now or formerly of Elizabeth Angela Boltman and Albert.Gregory Bergen,North 25' 16' 10"East, 100.00 feet to the southwesterly line of Williamsburg Road; RUNNING THENCE, along the southwesterly line of Williamsburg Road,,South 640 43' 50"East,25.00 feet,to the point or place of BEGINNING. ryF Sep-29-2006 11:43am, FrorlS ARCHITECTS 631.4672124 T-144 P.002/002 F-744 "r��uy'rn ni " t °16i u,dei4.uL;',v�: �11j`tiatt'U 2 9 2005 1; 'Nemschick Silverman Architects P.C. it the business of ARCHITECTURE." �. . LQ' J _iv QLD ,_1 Pat Conklin Plans. Examiner Town Of aouthold buildincg Department Main Road', Southold 11971 Re: Palm Of.acce55 The T:ago5 Residence 545 W 1iam5burcg Drive 5outhold. NY Mrs. Conklin, To the bes of our knowledge, belief and profe551onal judgment, based on the site Survey, prepared by Joseph A. Ingegno (Licensed Land Surveyor) at the point of entry to.the site'from Wlliamsburcg Drive the Properl;y.accg5s width and herclht meets or exceed! the 15'-0" required by code.. Regar•dr�, Ray NemS:hick, AIA CC: Peter.and Aletra Tagios 735 Dearfoot Path Cutchogue, New York 11936 631.7 4..70 1 Telephone o 631.734,7347 facsimile r www.ns-arch.c= TOWN OF SOUTHOLD PROPERTY RECORD CARD WNER Tg_nl ;M. u STREET Jam' VILLAGE DIST. SUB. LOT Z-- FORMER OWNER N E ACR. j 5 E e� Hc ►-c / ,�c� GAY, • . 'vv 1 S W TYPE OF BUILDING ZES. SEAS. VL. �.�3. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS v v 3 /16/6,i� 3 IZ 1—L lzll4 - d 6h AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value p gyp % Acre Tillable 1 tillable 2 f i I lab.le 3 Moodland swampland FRONTAGE ON WATER �J ✓ o / ��_ 3rushland FRONTAGE ON ROAD -louse Plot* DEPTH BULKHEAD "otal DOCK COLOR TRIM M. Bldg. Foundation Bath Dinette Extension Basement Floors K. Extension Ext. Walls Interior Finish LR. Extension Fire Place Heat DR. Type Roof Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage Patio 0. B. Total T. TERRY r 1r Ju) U� $]���fnu-n hall. S.11lu� A1;1 ��.,N P.O- flux 1 17q n .r � •Y r I-OWN CLERK t',•rn , �G Suullrrilil. Nc� Turk I�EGISTRAR OR VITA)"STAT1511CS ��A' ICE jot 1 Fax (S 10) 765-1 R� MARRIAGE OFFICI?R _ . yb0 / TcicNlurnc I5I6l 765, RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMA'nON OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOA-RD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations ,•s of., the Code of the Town of Southold: "Floodplain Development Permit � •r i Application" ( FDP(93) ) , and !'Certificate of Compliance f/ir Devel-pment in Special Flood Hazard Area (C//C(93)] . / B JO. Ui;'r? TOVA';4 OF SOuJMOLD Judith T . terry Southold Town Clerk August 25, 1993 i �I t APPLICATION ad r PAGE I of 4 TOWN OF SOUTHOLD TLOODPLAIN DEVELOPMENT PC, RMTT APPLICATION This form is to be Filled out in duplicate. SECTION I• GENERAL. PROVISIONS (APPLICANT to read and si6): L. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire. if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator.or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERT/THAXANTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION AREOWLEDGE,TRUE ANDACCURATE. (APPLICANTS SIGNATUDATE SECTION 2: PROPOSED DEYEbe. comQlcted by APPLICAlr`1l NAME ADDRESS TELEPHONE AP P LI CANE BUILDER ENGINEER PROJECT_LOCATION: To avoid delay is processing the application, please provide enough information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark- A sketch attacbed to this application showing the project location would be helpful. FDP(93) ' APPLICATION t PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure ❑ Resideudal (1-4 Family) O Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofwg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) O Demdlition' " P O Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S l B. OTHER DEVELOPMENT ACTIVITIES: O F'dl O Mining O Drilling O Grading Cl Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) , O Drainage Improvements (Including Culvert Work) O Roafii, Street or Bridge Construction /} / Cl Suf/•vision (New or Expansion) / 1 O Idual Water or Sewer System G Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhtIMSTRATOk) The proposed dcvclopmcnt is located on FIRM Pancl No._ The Proposed Development: O Is EQJ located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). 0 Is located in a Special Flood Hazard Area. FIRM zone designation R 100-Year flood elevation at the site is:" ' Ft. NGVD (MSL) O Uoavailablc O The proposed dcvclopmcnt is located to a Iloodway. FBFM Panel No. Dated ❑ Scc Scction I for additional lostructions. SIGNED DATE i . APPLICATION 4 PAGE ] OF 4 SECTION 4-ADDITIONAL INFOM9ATiON REQUIRED (To he comnlued by LOCAL ADMINIST'RATOR) The applicant must submit the documents checked below before the appbcadon can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Developmcnl plans,drawn to scale, and specifications,includingwherc applicable: details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofwg of utilities located below the first floor and details of enclosures below the Furst floor. Also ❑Subdivision or other development plans (If the subdivision or other development axceeds50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). 0 Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection Level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, "1ppUc2at must attach certification from rf.gistered engineer or - architect. / ❑ Certification from a're gin /gistercd engineer that the proposed activet�i in tifi a regulatory floodway will not result inany increase is the height of the 100-year flood. A copy of all data and calculations supporting this Finding must also be submitted_ ❑ Other- SECTION 5 PERMIT DETERMINATION (To be completed by Wt4AL ADMINISTRATORI I have determined that the proposed activity. A. ❑ Is B. O Is not in conforance l L with provisions of Local , 19_. The permit is issued subject to the conditions m attached to and made part of this permit. SIGNED DATE if BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated (ce. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. r 1 I ( I r , I APPLICATION W PAGE I OF 4 APPEALS: Appcalcd to Board of Appeals? O Ycs O No Hearing date: Appeals --- Conditioos SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOT'i: Any work performed prior to submittal of the above information is at the riskpf the Applicaol_ SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oo ia.spcctioo of the project to ensure compliance with the communitys local law for flood damage prevention. 1NSMCTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES Cl NO ,SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) - Certificate of Compliance issued: DATE: BY: t 1 Attachment B BAMP,LE CERTIFICATE jJF COMPLIAr10E I for Development in in a Special Flood Hazard Area i R ) TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD RA -IJW AREA (OV1 ER MUST R- TAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO, PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: I7 NEW BUILDING D EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19,. SIGNED: DATED: B. COMPLIA.NCE IS HEREBY CERTIFIED WITH nlF REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) Aug-10-2005 01:29pm From-NS ARCHITECTS 6314672124 T-126 P.001 F-618 - -1 . ... . .::..:...... . . ,...... .. : , •'.. Number . . S,eheck '.0 l: ' Wal� ci'C+e�r �fica a: . Cliecltetl� NY ark Slat¢ ergy t�nsrat»>� xnstraetnopt::fade .. -- reck SoiEuvW XMAQr 3�r Lease. ., Data SIeaames W�fQ4104-1(1T6rifredocenc�1107Cr tgros do 1P11 f1J1 GT '1':TLE T.%tog R sic ra ,. .. ... .: OO1NT ' St�illt SK' 'P. .. Yozk: :` )iIDll 5?50 ; 3TRUCTTON 1'YP Ietaclte 1 Q Fa ta HEAfiING fiY1;E N..--;2 qt tc : .. } .. , 1}M 0 110�05 t , FS�i`PE Ola PLANS :AuguSY 1© 20Q5„ P Q3ECTESCIPTION 1't. ,W Ni! Restdene, . ., 54i-!.,.- ramsbin T]jive S�ooth04---Oe Y`pt1C 1103$ . ;... . ., f D>~szt ERf oNT�crU t- Nem chick sFlzreanwArchtt s P' , '735})eot)bath .. Ciitchngue,yNY 11935 , ' b31 Z34 71)07 Tolidne i513' 4# �347:Fai u ile ,.:, . ,, v-w ns arch ct�m .. >;(J1t-PL1�►N.CIM Passes Maxtmum'ttA 372`: dour Hn#ueUA 311 .. ., 'T .i... ,.: , 16'# $ester ThanOdb ,, . :.. Cri O :.. ..' ss Glag ;:'.. .. .::• Area(}T ' 333tyT .. [ br I�OOI R t . Q» .... >wye-M-Wbanners Cathedral Cetluxg!ind tic 7T I11 �0 3 u Flat.—li ' 2nt�, , '' ):I Clh- d# .a.,W)r l.. 'SS Q.2 38 (10 2:9` R :�. . Catltedra>; '. hA cathedral Gq. .,.g:lno atlas} 228 38.0 (�(� G 2iti5 Front Wall mood Fra[nte, 16{',v c41, 1 3 15• Winows'bperahle �Vobd)trame ?oublc Pane Wt4h.Lo�v 9�8 0,340 33 rWxradovcr FixedoQd Praale 13oub1e,Pane with I ovr E 61 U 3i:0 19` Dotirs r mass P!7 .. . . d 320 1 AUG 10,2005 13:29 6314672124 Page 1 Aug-10-2005 01:32pm From-NS ARCHITECTS 6314672124 T-126 P.002/006 F-618 2x6 Ze1�S1de;Wa]]`Wood Frame, 1C"a c:. 521 21 0 3 0 24 Windows Operable- Mefa]Fracrte wit)►Thermal freak Z1nuh a UM "1 Low E Wnslows 'yXed Waod Fruxie°ISoubte Pane vvtth $ 1(l b 310 21 0 3�Q -7 2 ;l$ht Side ih�all: Wood;rrame ;16"o c $Q�1 2 Q Q 21. �fFStirlaws OQerable MetalrartXe nth Thermal Brealc�bouble Pane nth'L.owf 7 _ 0 34n 5 4ihdowsal<ec1,V(td F �lltenuhlg Pang nthvt+ R Wa{1 moodrne; lti"o c_ 8a9 21 0 3:0 39 �Vdaw�bperahlewq I►'+Ie1Eai Eraane wt Tltetma]Bteak btiuble aqe volt Low E 43 0 340 .5 '11i► 6ar$Faced Food Fte�I3ab1e Panero ib 1zatl; 5 01 B�tsi T+`los� rAll Word ldr§tict ' rtt;is elver 1utstiier t09 3�lY 3 1J $6: `S`�AT lie pro ro 1 hm�t tag t�sentec ins duct newt'�s-capns�stet V tli fhe but�d�n r.. . Ryas,'spefiern,an$athtcalcp]ahanstk� � r� ierttul lYe b�pi systems have bee :.. est, net]Y tint tie Ie1v 5Co% 4.$fate Eueg CoeY #o trdns �odfregt�'ne�uents G�hed g Registetcd 1?es�gn 'ro �d� t,h s stamlied and s%gnecJ this page,t1�ey ate tang td the bell b ]s��h ]0edwlYxtgeS h"M. snd pxof�sstesn'ai�utigrm�t?t; s piaets oF�peesfi�i�ns a��eutri��r�p��thth � e RED A�qC \t7 Np W: NFdf �� No.0290 y OF N E� AUG 10,2005 13:31 6314672124 Page 2 Aug-10-2005 01:34pm From-NS ARCHITECTS 6314672124 T-126 P.003/006 F-618 y itI'Sc�ieck I>Irspec>tion �heckUst ... .. : : . . :. Now Yark State �eirgy Cdnservat o� `Const>�uc>�on Ca�� R.ESche+ek So..ffware:Version 3;6 Release 2'. ,' , :...., DAl`E OlfoloS r . PKI3IEC I TITLE Tag ios Residence. Bldg k ;f CeiG,ngs , EyebSnw Dorrcers Catlaiedrai Ce,Iwg Eno atttoj,I�2i,a catty insulation I Comments . -( Z Flat Ceshhgpd EIOai-1;laf'Cetlapg of Scassbr Trussr#i8 D ct u�suTatton � Colrht�ents• .. [ ] 1 3 :'.Cathedral Cesitng �at�edrat C'eilxttg Ends),Il; �'�Q Caviiy�suk�t�>� f Couuriehts f nbol�e�G'rdg'Wa11s [ ] k 1 ` 2x61:irtnt la1L Wood`.Frame,'1G" cavity+R fl confxnuous ansulat�on k Comments �2, Leil�Tde Wall Wood Fza e,n? Yti►'o e, f R2l O.dMt +R 3 d eo�►tEnucaus uisdt�tLou OtYiinLl r. t li6 Right$Fde Wall ,Wood Id12Ie, 16°o c, r R 21 0;cavity R i}conttauoei§ihsulatiah } 4 . 2x Rear wa11 Wood Eric, i' i o er;R 21 Qt ft 3 4 coatuiuo►l5 msuation Comments { f ,`vWndows 1N'�ndbtvs Oper4ble good Fie Double Paste Vvith ow E,U actor 0 3�W k For windows uv�thout Ibeied LJ fiCtotS,.descnbc to Comments -W�n�d6w FtXed W6od.F�arnot ?ouble Pane v�ctth Low E,Itlactflr Q 3�0 For windows without}abeled factors, descnbe£atues I 1 Comments E ] ] W�ntors tJpeae'atj�e�Iv1tal krafiie wl TheaxrlaT$i ealc Double3'ame 1 owl, V factor Q 3d�i .. For v�niidovv5 untl�out Iabefed EI Iaetq�S descnb��atut 1 f #Panes Ftame> pe � I°hai Bream ]X 'E, Iota f Ggi�ttments { Wmndo, sit Ak d Wand Frame-Donb] Pane vYilTi owE LJafietor Q 3dD Far windows rthout I'abeled'C7 factors;'descdb� ttzr s �:': . . #Panes Frame Type,_;,Tlterftal$t { a'Yes[ ]No f Comments , ! ( 5: Windows(�pea$hlevleta7]?tune vsnW. hermpl Brralc'Doyb��I've with Lovir L, AUG 10,2005 13:34 6314672124 Page 3 Aug-10-2005 01:37pm from-NS ARCHITECTS 6314672124 T-126 P.004/006 F-618 r _ . . '' U fans r O.34U'.. F9xvs!xTid. , .,t., J., eledTI-factozs d�scatbe use$ F #,Panes Flame Type Therli al Bx> � [ .]Yes[ ]1rTo . ..:`� .— r--T-- - .] Eommeats �. [ 1 :] 6. W inclq,s 1?i7tkC�.W ood Fzatbe Double Pam with Low E, U 6ctoz U l.'O 1~4rwin 6ws 1,". ..out labeled U_�aetots,•-e=. � _i { #Panes Frame Type, Thermal Break? [ j;Yes{ jIo ` { ' Cottl2nCfltS - [ ,I .] 7 1 indQws Opexable I ctal Brame Math Tieattfal.freak mouble I?at:_vgnth Lnw;> , V factor . ..... 7. ] Foz w.tndodvs vyithqut labeled U iact4rs;.desrxibi ieaftizxi5, #l?antis Frfuue Type 'Tlt�i l$xeakh { } es ( No ] Gomineafs. { ] & `V,WOws Ft�ed Wt�ocl T+rame.DouutePaste,n#h Larw�s,lI factoz- 0 316 . j �{ithndows wiithout Ialieled U�etot5y desenbe Teatuces #I' xes Fume hype Thal Sreak�l{ }Yea !;No l Gets s S 1 tU.I3�IyS�''p,�yaSSr UC 31V' 1 c boors 'Glass;lJ taet.0 fl 3 t1 .:. j Z.`cimmetits r ," i..O. $ { ],'t ] 1 1=first Z loom 1]Vuood 7otst/Trtiss Ovec(h:,s e Ai;; R t]i"' F�3 :uopttnuous uisnlatiob 1Cpmixteats ]. ] Leakag4. [ } ] do ts,Pe_. -%-$s and all outer stteh o etungs ui but]ding enveTgpe that are so.>; of.. . l zEge ttiust lie sea. .. [ .* tiers ]lzghts must'be �Type IC rated,�r 2)rinstalldd inside an alSprAlsriite atftigltt risky wtflt a,(3 leat`anrc i<otn combxisttlile materials kf z atz XC rated, the. wxe zrttist pe installe v�r}th a } 3"clearance from ittsulaYaon i , I. "Y" or ] Reclnii ti.. tOc zvaiut to w#nter sidc:.ofalt gqn yens k framed ceilings,waltg and froprs AfCC��Sl)<CI1#��CRtTYiI! 1• .. '� �.'.:n.' .. ... ._ { ] Materials and equtpui�l mi st be�nstatled to aecozSkamce the manuiactunet`s installation instmcho,s [ j llQatertak§andttipttient must be idettt�fied so that sAmpltance rau be deteatnin d ( i�+ianutze manuals for atl tnstatked lieatin and coYiling egttipmenf and seivtee Foster hating ( eyutptitent mpst be grovtdtxi j a_ 1 bw ilattz�n O=v.aittes and&lazing U is rs rxiust be clearf+dtarlcetl on the b ildin Filatis a> spec cations ( 33tictl`;,,,,Wfation t ] ( supply debts ua unco�tdxtigned antes oz outside the building must be ttsutat to R 8 [ } '.( IteGtintduets tri uttcondittoi5W am- or outside tfi,buiid3ng must be:xnsuiated to R:4 [ j ( xfppi ducts in uricpniiihoned spaces must be ins}ilatsd to 1Z $ _:I itetuxu ducts xa.Unecfiufihcjn�l spaces(@xe ept baseiit ts)must b�insulated ko R 1 .:I Rpttitii A* : an itttoQncLti�oried spaces(exc�t baser(euiS) ►ust be insulated o R 2:,:. AUG 10,2005 13:38 6314672124 Page 4 Au$-10-2005 01:40pm From-NS ARCHITECTS 6314672124 T-126 P.005/006 F-618 :I. dnsuiahon is'nor.tei}u»ted of etucn ducts tn'basements:.: '.. � . Duct Construction . OKA ]' �.: Ail joints seams,aufl conneons enlist be seaiy fastct with welds,baskets, mashes(adlye �vps) mastic701us ergbedde tmc, oK to s apes and mastics tn�ust be rated TIL i%IA ovu tslB .:..j xdeptron Contu}uously welded and:tockthg=type icaugttudtnai ToYnt0 acY�seams on duets j operaurYg at icss ttY�tit 2 in w gL (5b. Ra) [ � j 'The HVA,C'system?inT�t pto�%rd�ti ri4eans fic balt�nci�g a�X and:�vate�:•s�st'ei».s Tempexatnre Controlgy dwelling unit has at te$sC,di�e ttaostat Viable AfautomatteatJtlltstitrg EhE,spa tetuperatttr8 set p62n1'o>the`lstg ,at amine j1ec Systems rep � �ep�'rate eIe'ctrte ml�teas aren�uared�'nz' dwEliinguni#_ .i S WKS .n [ � :� �u�Iaees mint be irlsta�ied Svith tFgYet�thIIg noII-combus€�ll'1�fir�Iac�d�fs.Fs ]' Fin ifaces must b8 ptMdecl grtth a s�xtt Ofcomb stir,as is wrEt lsy CiE FaW i Wnslnit l q . ptn�rissa�sfte�uir�;nadQ{�f IY, r k Sttterlk p Xt�dt:rFa o 'Y©rk�`tre or j theh��w Yorlt�ady$tn�djngCQode;as aptshill Allot tilE, spy" �ttoloto "q son 5eriit� aterHetlfig [ j wat., eaters with ye�ht ai plpe ztsets must have g heat do both i1i u Tet and outlet unless the vvatct hater has' itft�eE$t oc i5 pert ttfs, reu�atrag systei r ] :j IPsul'ate"ctreultggot vvakerCpes t4 t4 l5el hi Table X jf CirtalatlVig)(lrot`WaterSstens t InsiTlate ectig 1�0}Water pipes to tote�leelS 'b�e l SuIIYhg Pools ' , 3 ..j Ail:Heated sghn73n#ng po4rS`gust 7ffi�T ap onfo hater switch and�egmYG a cover tln egg,over 209 1 j of the heahn euy is from noniepgaT S pumps ' flu btadc , j E ; t � Heat�g'and'Coolmg P�pY�g��tsdla�on ,,� a bIAFY1CJ piping convejr�IIg dxnds abo �05' of clletYuds betow�5�OF must tie insutaterl to the ' Yevels�n i alie 2 AUG 10,2005 13:40 6314672124 Page 5 Aug-10-2005 01.43pm From-NS ARCHITECTS 6314672124 T-126 P.006/006 F-618 Tabte l lYlirtimttne 7nt�iatinniiekness fnY Crtcutattg H�1 fT'ater Pprs: nsulatlon Th�cltit�s in leies b�Fi a�ia,� Heatedlatec Non. >tdatiClS r►o s irf�iat�ug�f�_� �,no Teemperaiture.:f..Fl 1(10 139 0 5.: D:5 { Table 2 lbin,irrrum lnsitla�lion Thirlrness jor�fl�'A+t Pspefi , Flxtld 1` sulatio a�lm >��;tanpig Sysbeins irow Fressureer4peratute 50le' 15 2 0 Low;3`em ft7re .• ll(1-2 tQ1 ..:.. Q� ,. 1'© 1'0 1S $l+am Lt�Cattdensate( r vart) Cooling S�st�tlas Ckt�lleii water,Iefngernt; t35 b U 5 075 i 0 y ` r 1 {lf>r S 4 E�.p.(Bt lci�isg ; i UR 14.. ° Y, r r ... ... :;::a... 7 1 1 f r s r r i r ! f. AUG 10,2005 13:42 6314672124 Page 6 T.K.F. EXCAVATING&DEMOLITION, LTD. 4 Pepperidge Lane East Moriches, NY 11940 631-878-2700 Phone/Fax Suffolk County Department of Health Services Wastewater Management 360 Yaphank Ave. - Suite 2C Yaphank,NY 11980 RE: Tagio Residence,545 Williamsburg Dr., Southold, NY 11971 78-05-16 To Whom It May Concern: To the best of our knowledge,belief and professional judgment,based on the site survey,prepared by Joseph A. Ingegno (Licensed Land Surveyor) and field inspection as to actual site placement,with reference to the amendment to plans attached dated April 19, 2007 prepared by this office, concerning a proposed deck addition to afore mentioned property,we believe the service access to the locking cast iron cover to grade will not be impeded by the proposed deck addition. Sinc , Thomas K. ireund President J /2.5 --� /Ogy' �D os sfitsw�ra. ¢p 7 melon I ,ram/LAB 7 --7-' -xm , - PROPOSED SEPTIC SYSTEM AND., RETAINING WALL DESIGN BY i _— �7ppf��i�r�• �?e :._ FREDERICK S. KEITH, P.E. OF '( ,Q elf/1►FP..f.._`✓r7- SAG HARBOR ENGINEERING. SrREb) � 19�O ell v A. Le I I 1 . `''- z`. ._.• .W.. I / A!. SIC, <v 2 Q' 4 V / N Q� � v J. Q y ^ ,' ! TE • W•' ONNp1PE /rye LOT COVERAGE CALCULATLT C0TTEEDG DATA O S OVER UPLAND AREA fI �O � �,•, i 7W 9 �� ;4i /� DESCRIPTION AREA x LOT COVERAGE Y �)J t� -` -• $ HOUSE I ' --__ - .SCG' 17T1-^ )'1•//X¢ /� Q•.>,, •�`'• 70' 1°s. . ��. QQ •p.,Q PORCH 336 sq. It. 2.52x �ol� O\w O e .} ° �� q O s Sc 7�o Scc�lc Li' 3P r 3 Ll` SCREENED PORCH 286 sq. +f. 2.76x SURVEY OF PROPERTY �\Q��w�'m'` o� ., °'- TOTAL 1.7i6 q 12.86x Cs tY l` SITUATED AT - BA YVIEW T OWN OF SOU T HOLD SUFFOLK COUNTY, NEW YORK1 .1 w� 3' ��`' �%h S.C. TAX No. 1000-78-05-16 s SCALE 1"=30 FEBRUARY 22, 1999 JUNE 29, 1999 ADDED PROPOSED HOUSE ° yr t11 JULY 28, 1999 REVISED AS PER EN-CONSULTANTS �\ CONC. 2 6G 4. �P AUGUST 3, 1999 REVISED AS PER EN-CONSULTANTS p1PE v'•�.2�hy SEPTEMBER 8, 1999 REVISED AS PER S.C.D.H.S. f 0 g JANUARY 16, 2000 REVISED SITE PLAN WOOD JULY 10. 2000 ADDED WELL EASEMENT & PROP. WELL �UAROD a $ ;FEBRUARY 11, 2001 REVISED PROP, SEPTIC SYSTEM WALL AREA = 18,207.32 sq. 11. y ., � '•'g i 0.418 cc. e0� 6 FLAG NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM \ \ V _ AO• EXISTING ELEVATIONS ARE SHOWN THUS:� \ G)'+- EXISTING CONTOUR LINES ARE SHOWN THUS- PROPOSED oY` O�r ELEVATIONS ARE SHOWN THUS: Ift PROPOSED CONTOUR LINES ARE SHOWN THUS: 1� - _ & •FLAG 6 I 2. THIS PROPERTY IS IN FLOOD ZONE: AE (EL 6) AS SHOWN ON FLOOD INSURANCE RATE MAP No. 36103CO166 c ZONE AE (EL 8): BASE FLOOD ELEVATIONS DETERMINED 3. PROPOSED SANITARY SYSTEM STRUCTURES SHOWN THUS: V FLAG PROPOSED EXPANSION POOL Y\// FLA 0 PROPOSED LEACHING POOL A, ®j PROPOSED SEPTIC TANK l!� \ - SP��J� /�Q-�P �O• \ OO o .� 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. `� \ \ \ °��0 1 0• '% ��G� 6. THE PROPOSED SEWAGE DISPOSAL SYSTEM SHALL BE EFFECTIVELY DUG OUT, DOWN TO A SIX (6) FOOT STRATA OF ACCEPTABLE SAND AND GRAVEL, FOR A DIAMETER SIX (6) FEET GREATER THAN THE LEACHING POOL 7. AREA OF EY CAYATION TO BE BACKFILLED WITH ACCEPTABLE SAND & GRAVEL. 8. 240t cu. da. OF FILL WILL BE NEEDED FOR THE SANITARY SYSTEM. \ 9. TOTAL UPLAND AREA = 13,312 aq. ft. '\ , PREP NCE WITH THE MINIMUM SURVEYS AS ESTABUSHED \ I Ii4UE AND ADOPTED / E` PORK STATE LANDX A. Y k. Y CERTIFIED TO: * 0 JAMES GRATHWOL 000 N� * O TEST HOLE DATA (TEST HOLE DUG BY M-DO Al D GFOSCIENC ON FEBRUARY 4, 1999) �0� 96 8 ELEV. 5.4' 0 BROWN SANDY LOAM OL N.Y.S. L c. No. 49668 E 2'9 -2.5' UNAUTHORIZED ALTERATION OR ADDITION ) TO THIS SURVEY IS A VIOLATION OF Josep A. Ingegno SECTION 7209 OF THE NEW YORK STATE N Y S D E C EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING APPFiOV-D AS PETI TT- MS WATER IN BROWN SILTY SAND SM Land Surveyor LAND SURVEYOR'S INKED SEAL OR EMBOSSED T EMBOSSED SEAL SHALL NOT BE CONSIDERED Aili) Cif:\iiil IC7P'•iJ OF TO BE A VALID TRUE COPY. ,f CERTIFICATIONS INDICATED HEREON SHALL RUN Pi[:i':iZ'T Iv O. q •�)�-`�},�3!15 0c6o M I •- - ONLY TO THE PERSON FOR WHOM THE SURVEY - 1B• IS PREPARED,AND ON HIS BEHALF TO THE _ itle Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND DATE LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- WATER IN BROWN FINE PHONE (516)727-2090 Fox (516)722-5093 TUTION. CERTIFICATIONS ARE N07 TRANSFERABLE. TO MEDIUM SAND SP FINE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS One Union Square P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF q ANY, NOT SHOWN ARE NOT GUARANTEED. 2+' ;,Aquebogue, New York 11931 Riverhead, New York 11901 o��pF SO�T�OI h O Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631)765-1802 Southold,New York 11971-0959 '� a BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Peter Tagios, Jr 26 Amherst Road Port Washington, NY 11050 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 545 Williamsberg Road TAX MAP NUMBER— 1000-78-5-16 Pursuant to Section 144-13 of the Code of the Town of Southold, New York, you are hereby notified to immediately suspend all work and building activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Work has pone beyond the scope of permit. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: Upon Trustee, DEC, Health Dept and Building Dept approvals. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATE: August 9, 2007 Ga J F' h Building Inspector (cert. mail) Ae No:: RH70993151 Commonwealth Land Title Insurance Company 177 Old Country Road, PO Box 419 Riverhead, NY 11901 • Phone: 631-727-7760 Fax: 631-727-7818 Commonwealth i ALomAmEwAcowAm SINGLE AND SEPARATE SEARCH Effective e99 Title No. RH70993151 Commonwealth Land Title Insurance Company DOES HEREBY CERTIFY TO: NEW YORK STATE DEC THAT it has caused a search to be made in the Office of the Clerk of the County of SUFFOLK, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 2/11/52 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent since,6/9/52 and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein. This Company's liability is limited to One Thousand ($1,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: PRIVATE ROAD, SOUTHOLD, NY District: 1000 Section: 078.00 Block: 05.00 Lot: 016.00 County: SUFFOLK T/O: SOUTHOLD Commonwealth Land Title Insurance Company BY: CATHARINE KING FOR THE COMPANY Title Number: RH70993151 Dated: 10/27/99 Single and Separate Search TQ20015NY (7/99) Ale No.: RH70993151 CHAIN OF TITLE SUBJECT PREMISES: District: 1000 Section: 078.00 Block: 05.00 Lot: 016.00 Julius Zebroski Dated: 2/11/52 to Rec'd: 3/13/52 Elaine C. Apien Liber: 3329 cp 316 (Covers premises and more) Elaine C. Apien Dated: 4/21/66 to Rec'd: 5/13/66 James F. Grathwohl Liber: 5956 cp 348 (LAST RECORD OWNER) STATE OF NEW YORK ) )ss: COUNTY OF SUFFOLK) CATHARINE KING, being duly sworn, deposes and says: That (s) he is a (n)Title Reader of Commonwealth Land Title Insurance Company, That the above is a true Chain of Title of the.subject premises as shown on the variance search under the above captioned title number. BY: ' CATHARINE KING FOR THE COMPANY Subs ed and Sworn to -l'fifs 29T day of November, 1999 AD DAVID M. PETRIE,JR. NOTARY PUBLIC,STATE OF NEW YORK QUALIFIED IN SUFFOLK COUNTY NO.01-PE4771887 COMMISSION EXFI FS DEC.31 Single and Separate Search Ile No.: RH70993151 CHAIN OF TITLE FOR PREMISES NORTH: District: 1000 Section: 078.00 Block: 05.00 Lot: 016.000 Julius Zebroski Dated: 6/9/52 to Rec'd: 6/10/52 Henry J. Smith Liber: 3364 cp 177 (Covers premises and more) Henry J. Smith Dated: 2/10/59 to Rec'd: 3/17/59 Thomas Azala Liber: 4600 cp 149 (Covers premises and more) Thomas Azala Dated: 6/12/72 to Rec'd: 6/5/72 Alice Szala Liber: 7171 cp 233 Alice Szala Dated: 10/17/85 . to Rec'd: 10/25/85 Erick Hansen and Cheryl Hansen, his wife Liber: 9902 cp 100 as trustees under two certain trust indentures known a"Erick P. Hansen and Cheryl L. Hansen Trust No. 1" and "Erick P. Hansen and Cheryl L. Hansen Trust No. 2" each trustee being tenants in common, said Trust No. 1 being for the benefit of Craig Hansen and said Trust No. 2, being for the benefit of Cindy Hansen. Erick Hansen and Cheryl Hansen, his wife Dated:.6/23/87 as trustees under two certain trust indentures Rec'd: 9/23/87 known a"Erick P. Hansen and Cheryl L. Hansen Liber: 10427 cp 559 Trust No. 1" and "Erick P. Hansen and Cheryl L. Hansen Trust No. 2" each trustee being tenants in common, said Trust No. 1 being for the benefit of Craig Hansen and said Trust No. 2, being for the benefit of Cindy Hansen. to Cheryl Hansen Cheryl Hansen, married to Erick Hansen Dated: 6/6/95 to Rec'd: 1/22/96 Cheryl L. Hansen, as trustee of the Cheryl L. Liber: 11759 cp 206 Hansen revocable trust dated 6/6/95 (LAST RECORD OWNER) BY: C"�.��()L11`9. CATHARINE KING FOR THE COMPANY 1p bed and Sworn to iS 29 day of N , 1999 rro a A YM 1A11 a CQ ... .. . 110.0141Hfl1W Single an d �ep�rate Search C111110011010 DEC,V �9 " ,pile No.: RH70993151 CHAIN OF TITLE FOR PREMISES SOUTH AND EAST: District: 1000 Section: 078.00 Block: 05.00 Lot: 016.000 (LANDS UNDER WATER) CHAIN OF TITLE FOR PREMISES WEST: District: 1000 Section: 078.00 Block: 05.00 Lot: 016.000 George M. Tisdale and Helen B. Tisdale Dated: 1/17/44 to Rec'd: 2/7/44 Julius Zebroski Liber: 2341 cp 164 (Covers premises and more) Julius Zebroski Dated: 6/13/59 to Rec'd: 6/22/59 Albert G. Bergen and Angela M. Bergen, his wife Liber: 4654 cp 105 (Covers premises and more) Albert G. Bergen and Angela M. Bergen, his wife Dated: 9/4/63 to Rec'd: 1/16/64 Julius Zebroski Liber: 5483 cp 131 Julius Zebroski Dated: 9/14/63 to Rec'd: 1/17/64 Albert G. Bergen and Angela M. Bergen, his wife Liber: 5484 cp 99 Angela M. Koepisch formerly Angela Bergen Dated: 10/1/89 to Rec'd: 3/20/90 Elizabeth Angela Boltman f/k/a Elizabeth Angela Liber: 11037 cp 239 Bergen and her brother Albert Gregory Bergen, as tenants in common. BY: CO �l B. CATHARINE KING FOR THE COMPANY Subscribed and Sworn to is 29T" lay of Ngvena$er, 1999 1 , "AVID M. PETRIE,JR. OM N STATE OLK C NT Y CU Single and Se N2"-FR]71887 UDEC.31 v, a Y rile No.: RH70993151 CHAIN OF TITLE FOR PREMISES WEST:.(CONTINUED) District: 1000 Section: 078.00 Block: 05.00 Lot: 016.000 Angela M. Koepisch Dated: 12/30/98 to Rec'd: 1/25/99 Albert Gregory Bergen and Elizabeth Angela Bergen Liber: 119421 cp 373 Albert Gregory Bergen and Elizabeth Angela Boldman Dated: 1/7/99 f/k/a Elizabeth Angela Bergen Rec'd: 1/25/99 to Liber: 11941 cp 374 Jeffery J. Green (LAST RECORD OWNER) STATE OF NEW YORK ) )ss: COUNTY OF SUFFOLK) CATHARINE KING, being duly sworn,'deposes and says: That (s) he is a (n) TITLE READER of Commonwealth Land Title'Insurance Company, That the above are true Chains of Title of the adjoining premises as shown on the records of the Clerk of the County of Suffolk and the Variance search under the above captioned title number. BY: CATHARINE KING FOR THE COMPANY Subw,ibed and Sworn to This 29 " day Jovember, 1999 DAVID M. PETRIE,JR. NOTARY PUBLIC,STATE OF NEW YOBS QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES DEC.31�� Single and Separate Search -+fr rR Sip -ran RE: RA 12012 `'u�` RELIABLE ABSTRACT CORP. ACTING AS AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY Does hereby certify to the Town of Southold, County of Suffolk that it has caused a search to be made in the Office of the Clerk of the County of' Suffolk in the State of New York, against the premises described herein and premises adjacent thereto on all sides from January, 1984 to date to ascertain the fee chain of title respecting said premises described herein, and the premises abutting and has found only the returns as set forth herein on the following pages as they bear on record title; and Does certify that "the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein' ' . This Company' s liability is limited to the sum of One Thousand ($1, 000 . 00) Dollars for negligence only. No policy of insurance is to be issued hereunder. RELIAB ABSTRACT CORP. B?i{ Debra A. Balhner Office Manager SWORN T E THIS 1ST D OF S , 2005 NOTARY B JANET L. SCNAAF NOTARY PUBLIC, State Of New York No.O1SC4716643,Qualified In Suffolk County Commission Expires July 31, 2006 qPF SUBJECT PREMISES: DIST. 1000, SECTION 078.00, BLOCK 05.00, LOT 016.000 Elaine C. Aden Liber 5956 page 348 To Dated 4/21/66 James F. Grathwohl Recorded 5/13/66 James F. Grathwohl Liber 12114 page 108 To Dated 3/12/01 James F. Grathwohl trustee under the James F. Recorded 4/18/01 Grathwohl Trust dated March 12, 2001 James F. Grathwohl trustee of the James F. Liber 12388 page 244 Grathwohl trust dated March 12, 2001 Dated 5/3/05 To Recorded 5/20/05 Peter Tagios, Jr. and Aletra Monfredo Tagios LAST DEED OF RECORD ADJACENT NORTHEAST: DIST. 1000, SEC. 078.00, BLOCK 05.00, LOT 017.000 Thomas Szala Liber 7171 page 233 To Dated 6/2/72 Alice Szala Recorded 6/5/72 Alice Szala as sole distribute of Thomas Szala Liber 9902 page 100 To Dated 10/17/85 Erik Hansen and Cheryl Hansen, his wife as Recorded 10/25/85 Trustees under two certain trust indentures known As Erik P. Hansen and Cheryl L. Hansen, Trust No. 1 and Erik P. Hansen and Cheryl L. Hansen Trust No. 2,both dated 2/1/80 each trust being as Tenants in common, said trust No. 1 being for the Benefit of Craig Hansen and said Trust No. 2 Being for the benefit of Cindy Hansen Erik Hansen and Cheryl Hansen, his wife as Liber 10427 page 559 Trustees under two certain trust indentures known Dated 6/23/87 As Erik P. Hansen and Cheryl L. Hansen, Trust Recorded 9/23/87 No. 1 and Erik P. Hansen and Cheryl L. Hansen Trust No. 2, both dated 2/1/80 each trust being as Tenants in common, said trust No. 1 being for the Benefit of Craig Hansen and said Trust No. 2 Being for the benefit of Cindy Hansen To Cheryl Hansen Cheryl Hansen married to Erik Hansen Liber 11759 page 206 To Dated 6/6/95 Cheryl L. Hansen or her successors in interest Recorded 1/22/96 As trustee of the Cheryl L. Hansen Revocable Trust U/D dated June 6, 1995 LAST DEED OF RECORD REL L ABS C CORP. SWORN TO THIS 1ST D OF SEPTE BE , 2005 Debra A. Babder, Office Manager NOTAR LIC JANET L. SCHAAF NOTARY PUBLIC, State Of New York No.O1SC4716643,Qualified In Suffolk County Commission Expires July 31, 2006 ADJACENT NORTHWEST: DIST. 1000, SEC. 078.00, BLOCK 05.00, LOT 010.000 Julius Zebroski Liber 5484 page 99 To Dated 9/14/63 Albert G. Bergen and Angela M. Bergen Recorded 1/17/64 Angela M. Koepisch formerly Bergen Liber 11037 page 239 To Dated 10/1/89 Elizabeth Angela Boltman formerly Bergen Recorded 3/20/90 And her brother Albert Gregory Bergen as Tenants in common burdened however with a Life tenancy in and to grantor Angela M. Koepisch to enjoy the benefits and the Expenses of her occupancy Angela M. Koepisch Liber 11941 page 373 To Dated 12/30/98 Albert Gregory Bergen and Recorded 1/25/99 Elizabeth Angela Boltman Albert Gregory Bergen and Liber 11941 page 374 Elizabeth Angela Boltman, f/k/a Dated 1/7/99 Elizabeth Angela Bergen Recorded 1/25/99 To Jeffrey J. Green LAST DEED OF RECORD ADJACENT SOUTH AND SOUTHWEST BY DREDGED CANAL ADJACENT NORTH BY WILLIAMBURY ROAD REL L ABST CT ORP. B Debra A. Bahn , Office Manager SWORN TO BEFORE ME THIS 1ST MBER, 2005 NOTARY JANET L. SCHAAF NOTARY PUBLIC, State Of New York No.O1SC4716643,Qualified In Suffolk County Commission Expires July 31, 2006 SO(/jyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • �O Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 28, 2010 � 1 Peter Tagios, Jr 1 10 26 Amherst Road Port Washington, NY 11050 l� RE: 545 Williamsburg Drive,Southold/ NOTE,: Strapping Certificate from your Architect or Engineer is required and an Elevation Certificate from your surveyor is required before the Certificate of Occupancy can be processed. TO WHOM IT MAY CONCERN: 4j The following items are needed to complete your Certificate of Occupancy. Application of Certificate of Occupancy. (Enclosed) \ Electrical Underwriters Certificate. y A fee of $25.00. Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34521-Z new dwelling A 2 2 T c20002o?AD rKe-r'o gold N /l9-7/ f6�-eIY7 F fz kve ivoal 11-01r14h-/y�1SSAOA1 4 del�e fs � e ,, -1,or/ o�ep� d 9 Ma 41,v� 61�A--s� y mey Mrs so /C/ 7c �Ox 1199 Pk) er v6 /iedyro�/P� Q/7SYrUrf�e/ �fai2 Cafe. LUGS Co✓/ U a /M/KyO� �irr quPJ�o�1s�� ��eornC��r� �/✓c• USya 9rJn- 8o" � (PN94 N .� o�� SURVEY OF PROPERTY �eR )yO�LQ' SITUATED AT BAYVIEW TOWN OF SOUTHOLD p/pF �� v SUFFOLK COUNTY, "NEW YORK S.C. TAX No. 1000-78-05-16 CO h o SCALE 1"=30' yON. VV Q FEBRUARY 22, 1999 / MwgTFR O�k JULYJ28E 1999 REVISED PROPOSED HOUSE AUGUST 3, 1999 REVISED AS PER EN-CONSULTANTS �= SEPTEMBER 8, •1999 REVISED AS PER S.C.D.H.S. JANUARY 16, 2000 REVISED SITE PLAN / JULY 10, 2000 ADDED WELL EASEMENT & PROP. WELL FEBRUARY 11, 2001 REVISED PROP. SEPTIC SYSTEM WALL JUNE 5, 2001 ADDED PUBLIC WATER SERVICE & REMOVED PROP. WELL �O�O•. APRIL 22. 2002 ADDED TEST HOLE 81 & 82 / ° F JA ISED SITE PLAN EBRUARY 9. 2006�PILE LOCATION /b AREA = 18,207.32 sq. ft. 0.418 ac. c), ' o °he Ja NOTES: V� 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM C.,C V EXISTING ELEVATIONS ARE SHOWN THUS: fl-Q •�S / ��Q EXISTING CONTOUR LINES ARE SHOWN THUS: — — —8- — - EXISTING SPOT ELEVATIONS R CONTOUR LINES ARE AS PRIOR TO START OF CONSTRUCTION. N�cJ CO 2. THIS PROPERTY IS IN FLOOD ZONE: AE (EL 8) AS SHOWN ON zs4••3 s �/ Q°v ��V� FLOOD INSURANCE RATE MAP No. 36103CO166 G Q+ 0 7 y1 - ZONE AE (EL B): BASE FLOOD ELEVATIONS DETERMINED c0 ��Qv 3. TOTAL UPLAND AREA = 13,312 sq. ff. S(� 4. NON DISTURBANCE BUFFER ADJACENT.TO WETLAND BOUNDARY, L4 �4�i NON-TURF BUFFER SHALL BE ESTABLISHED OVER ENTIRE PARCEL OUNDp /N- o ONa/ E / � V r \ �` ,6 16_ — _ �T O x� CONC PIPE ��F \ O ` , o<c"� A <« u H00� o �• PIP z.z `Z J� - d G ate•' \ ;�5\ °E �a° ��° 0°6�'• �` -CERTIFIED T0: PETER TAGIOS, Jr. ALETRA TAGIOS ✓� .T..l F % O 12A �OOo� 0� oil 0 0 $O_ C, b PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. OF N . Y �9\A A" p, ' t N.Y.S. Lic. No. 49668 O UNATHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Jose . I n g e g n o SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land u r v e y o r ' . THE LAND SURVEYOR'S INKED SEAL OR ------ --�, EMBOSSED SEAL SHALL NOT BE CONSIDERED nn }"4 TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN J ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout MAR 6 r" TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 FOX (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.D. Box 1931 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. RNERHEAD, New York 11901 Riverhead, New York 11901-0965 25-421A J Q� O F rokow r 'eO�b/>>14f sd Off/ �4' b N'ho 0 11�$� � t7 (k9l .of �F►g off` °t' 3.o .S'100 � '86s8 °3�O �� N ° ls z£ � 0Z� J �\'p��Fip 0 �pY pgF. J �SIVA 41 M� �s�, Za s���,y•g1j � �\� r �ryJ g�o���.�p����'��G9����p�.� `00�j A i, -0t 7 opo�Y, �'On �' 0°M 8 yoy s 0 'N Od •[.Gy � Y 6 s. H J i 9 Ld y� w o� �dp�d 'per� � W r 00 / = aED Aq �`t?o��aoan�3,�jo�s°� Z c By2j?� No.-029086 P� 9j. O &' F N E ..._........ ............. ........... ............. .............................. PROJECT TITLE DATE NSA PROJECT r. Nemschick Silverman Architects P.C. nEwco/IITRUCTIon: APRIL19.2007 n A04-I076 _..._ ... 4250 Veterans Memorial Highway,West Wing �� ��� ��� -- .��. ... � � —� SCALE DRAWING NO: Phone 020,Ho7-213 New York 1174- TAB-C __Rr-Y- UEli____ _�_-. "'.t .UT�N LU-- .:�. ..._�`{ __ _G K lOUTF10LD,/1Y Phone:631-067-2130 Fax:631-467-2124 •ffi - �� ]—L DIST(aCT: SECTION BLOOhO7: DRAWN BY:AA/10RTi1I� NEW DEGKI TO ALIGN HITH ERIMETER- OF RE5/DEN E NEW STAIRS NEW 3'-O"HIGH HANDRAIL AND COLUMNS N 2x10 AGQ DJ 2x10 AGQ DJ TO MATCH EXI5TIN6,A5 PER CODE u) ® l6"O.G. TYR I6"O.G. TYP. NEW4x4 AGQ P05T BELOW, TYP. NEl^157R/N6 z 1 TYP. _ ` v ` I (2)2 x lO AGQ r U 6 Rl R �O � _Q _ -- E _ NEW 5/4"AGO f q N zo N z0 DEGKIN6, TYP. ` ti Mq 2 x l0 LEC7DER BOARD H/ 1/2"Dl A. x 4"LA6BOLT5 _,— 2'-O'O.G. 5TA66ERED d 2 R 6"DN 5IMP 5ON JOIST HAN6ER5 GHJ0I5T NEH2xlOAGQ DJ @ I6"O.G. J0I5T HANGER, TYP. NEW DEGKIN6 TO O O ALIGN HITH PERIMETER OF RESIDENCE O NEH4x4 5IMP50N J0I5T HANGER ACQ P05T ® BM END TO EXIST O O FRAM/N6 (3)2 x lO STRINGER =1 I I II: I I 1=1 I I,-1 I f-1 I I-1 III—I ':I I I 1=1 I I�I I�11=1 11=1 I I-1 11=1 I I-1 11-1 5/MP50N STRONG-TIE P05T BASE DECK PLAN -1T_II III=III—III-1 11=1T=' - .:::::; SCALE-V4'.I'-O' Agcy e _ _ B.O. FOOTING NEW I2"x l5"CONCRETE FTC. MIN. 3'-O"BELOW GRADE .�� 14 0 .02sos6 SECTION THROUGH DECK OF NEB 2 wiE.ln•.Iw• :.......... .._..........._............_.... .. ........................._.................._.........._................ PROJECT TITLE DATE I1S4 PROJECT Nemschick Silverman Architects P.c_ /IEWCO/i/TRUCTIO/1: APRIL19.2007 /1 A04-1076 4260 Veterans Memorial Highway,West Wing ''\ �, �/--'''--�)._�_:...---`�-—�� —.._........__ ........ _.(f...._.'.._... ........._...._........__ .._......._.........._......._......:........_.. ::._ _-..-_-.._.../-/�`���-�----/-�--\j-�f-( J�- SCALE DRAWNG NO_ Suite 2020,Holbrook,New York 11741 - _�T �D_-- IOUTFIOLD.IfY Phone:631-467-2130 Fax:631-067-2124 A �O� F-ittp://www_ns-arcT,.com DISTRICT: s[�cTt�Qtt BLOCK LOT DRAWN BY. D-1 FLOOR PLA/1/tORTf1 100 I H O5 ,-/, a • ,�; SURVEY OF PROP SITUATED AT BAYVIEW _ TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-05-16 SCALE 1"=30' L`p WAreR FH� �O t FEBRUARY 22, 1999 O Q JUNE 29, 1999 ADDED PROPOSED HOUSE STRf v 4 N JULY 28, 1999 REVISED AS PER EN-CONSULTANTS AUGUST 9 SE TEMBER 89 9 REVISED E EN-CONSULTANTSREVISED AS PER C D` H S �f F'OV Q) cq JANUARY 16, 2000 REVISED SITE PLAN ` lRpNNO JULY 10, 2000 ADDED WELL EASEMENT do PROP. WELL 3 F!A f 'k, \Q • 116 C FEBRUARY 11 2001 REVSED PROP. SEPTIC SYS-TM WALL p ` '� v • . Q JUNE 5, 2001 ADDEb PUBLIC WATER SERVICE & REMOVED PROP. WELL / O APRI)ANU, 2002 ADDED H 62 RY 9, 2004 REVISED PLAN A 'a a0�" �, h �ti uN h 0 -o � AREA = 18,207.32 sq. fi. MON N NOTES 0.418 cc. l* CED To 229 ! ,N fF� ��O I �`-'jam- ' • ��'„- -'fy 7. ELEVATIONSEXSTGARE ELEVATIONSNARE SHOWN-THUS1 DATUM A00 / v `�C(:• 7 ---=� `� - EXISTING CONTOUR LINES ARE SHOWN TH PROPOSED ELEVATIONS ARE SHOWN THUS: --a- --- PROPOSED CONTOUR LINES ARE SHOWN THUS: 1J�- - ¢o S'calc _ 2. THIS PROPERTY INSURAN E RATE MAP No. 36103CO166 SHOWN ON G FLOOD / a Q ZONE AE (EL 8): BASE FLOOD ELEVATIONS DETERMINED /() /� �t°///� / / 3. PROPOSED SANITARY SYSTEM STRUCTURES SHOWN THUS: ` i /O 175 PROPOSED EXPANSION POOT • .' � A�� V • T O -� .OS'S�1O I'JT-0/�y PROPOSED LEACHING POOL •'�p� ;�.- 3� Q / ��1� / ES, !�' �,� __-_.T' I��/G•O� � PROPOSED SEPTIC TANk / J f` ( for//.i//:` 4. THE LOCATION OF WELLS AND CESSPOOLS 34OWN HEREON ARE FROM FIELD J 1 �� S.O S OBSERVATIONS AND/OR DATA OBTAINED FROM OTIIERS. 2s-•3 so .y QO ,� O ��/^ `1.�N•�.� 1-•-� C'-Sd-I11Q— 6. THE PROPOSED SEWAGE DISPOSAL SYSTEM SHALL 6E EFFECTIVELY DUG OU7, DOWN TO Y— A SIX (6) FOOT STRATA OF ACCEPTABLE SAND AND GRAVEL, FOR A DIAMETER SIX (6) FEET O �yhQ7 / - GREATER THAN THE LEACHING POOL. Q Ov Q �v " /�V. j-9� --" j/•_ f C9, 5 - •'�I!.G�J-QO 7. AREA OF EXCAVATION TO BE BACKFILLED WITH ACCEPTABLE SAND k GRAVEL i0. J d7 O 9. 2401 cu. yd•. Of FILL WILL BE NEEDED FOR THE SANITARY SYSTEM. Ov � 2 b 9. TOTAL UPLAND AREA = 13,312 sq. H. 10. NON DISTURBANCE BUFFER ADJACENT TO WETLAND BOUNDARY, _ i/ OU /tn `- NON-TURF BUFFER SHALL BE ESTABLISHED OVER ENTIRE PARCEL HOL SRO PIPE N - 11. SEPTIC TANK SHALL BE MAINTAINED ANNUALLY. �4 x s/ - 3 LOT COVERAGE DATA x. _ /[J/j7—_ � (J L�3'j'�!J7�(? LOT COVERAGE CALCULAiFD OVER UPLAND AR FA i DESCRIPTION rr�rG`/L✓�" ��V �-- '•-'•-/ AREA X LOT COVERAGE -EXCAVATE UNSUITAE31 E �,�.� J�f" - HOUSE 1.092 sq. ft.n 6.2ox J�[�/t r �_✓ CH 336 .q. . 2.52% � \`� 50!LS To ELEVATION 3 PRIOR POP. t TO GLAMS-ELL EXCAVATION G r•1 =� � 1� `-'t`� 7-/ SCREENED PORCH 286.q. n. 2.16x C1 TOTAL 1,11,•q. N. 12.68X J v (10 o HOLE"B1 b. \ \• --7 Yi- 'CA o y QQNC ? `� - --- -- — --- r! F PIPE ° /s \ ` _._ WooD 'Zs - o£ oti.ag ---— - _IT I _i , tj---- -= __7` —vim' a0. ��f POLEAB2 NON*� \ �/ �L!Q���P ►� � / \ \ � \ �- / `�\_ �\\ \� i � -�.,+....•.+.,v...,��•+..,.•r.. � \ ` • /cry . 7L '� I !CATION E LTIFCL°.crr��.rirx \ ENGINEERS CCR F R Q ���y� —/d SLtBI'tIT P.E. Oct RA.GER Ai TiFtCATIfl -0R-INSTAL.L AVON ANO 4VISTRUCTION y FOP. FINAL APP .OVAL - , q =_- _CFREJFEED 70: \ JAMES GRATHWOL pp Cp CJ,C�`•'Ar PREPARED IN ACCORDANCE WITH THE MINIMUM _i STANDARDS FOR TITLE SURVEYS AS ESTABLISHED PROPOSED SEPTIC SYSTEM AND ^ �1CK .'% BY THE L.I.A.L.S. AND APPROVED AND ADOPTED L' ,�E `. �r FOR SUCH USE 13Y THE NE YORK STATE LAND RETAINING WALL DESIGN BY ,. �; � `,�+ ' u ���' �' ��`= eR' TITLE ASSOCIATION. FREDERICK S. KEITH, P.E. OF ` 61 SAG HARBOR ENGINEERING. _ r; 61 EXCAVJ1,3'iON INSPECT10..RED' RJ ED RY Sm- TEST HOLE DATA ' (-rE57 HOLE DUG BY t,IEQQNAI D GCOSCffAE ON FEBRUARY 4, 199 ) - c D' '.E.1-FFOLK COUNTY DEPARTA/!EN'TO. IMALTOSMVI S N.Y.S. t'*^. t o. :4 668 ELEV_5 4' �• � BROWN SAN^Y !OAM OL ELEV. 2 9' 2.5' -• TEST HOLE B 1 TEST HOLE B2 PERIM}<'OI:Ai'Fi30YAL t3^CO.*;ST'RUCTION r0?2 A UNAUTHORIZED ALTERATION OR ADDITION (TEST HOLES 81 & 92 DUG F3Y1"cQQNPLQ�E9�C/EYCf ON APRIL 11, 2002) r TO THIS SURVEY IS A VIOLATION OF SINGLE FAMILY PMSIDEImCE onY SECTION 7209 OF THE NEW YORK STATE Jose Ply- 5.4' ELEV. 7.0' 0 --- MIDXED SAND A LOAM DARK BROWN SANDY LOAM a. = EDUCATION IAw. WATER M BRCDI'A� SILTY SAND SM FAT /� 0 HS JqA• O/6 D K BROWN SILTY LOAM OL -_ - ' b� ""Z+• j'� / ( COPIES OF THIS SUF'VEY MAP NOT BEARING n rsvey r ` BROWN CLAYEY SAND SC BROWN SILTY SAND SM ( THE LAND SURVEYOR'S INKED SEAL OR i� -4 1' S, r =m ��-f (j EMBOSSED SEAL SHALL NOT BE CONSIDERED WATER IN BROWN CLAYEY SAND SC a PPRO Y ED „f�• •„ �.�,��,� ELEV. 0.9' GREYISH BROWN CLAYEY SAND SC TO BE A VALID TRUE COPY. 9, -6-1' 16' WATF,R IN BROWN SANDY CLAY CL WATER IN GREYISH BROWN CLAYEY SAND SC - FOR t'Zll"S/i114-«iJi4OF�13EDROOMS� CERTIFICATIONS INDICATED HEREON SHALL RUN 10 - e' — WATER IN BROWN SILTY SAND sM _ WATER IN BROWN SILTY CLAY CL _ ONLY TO THE PERSON FOR WHOM THE SURVEY 10' wATER IN M(0,14 FINE IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout 13' -- TO MFDWM FAA�O SP FJCI"SPFS 111"I EE YE RS FROM DATE OF APPROVAL^ TITLE COMPANY, GOVERNMENTAL AGENCY AND --j WATER IN BROWN SILTY SAND SM WATER IN PALE BROWN __- 12' y ram, LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fox 631 727-172 FINE SAND SP WATER IN BROWN FINE SAND 5P - - TO THE ASSIGNEES OF THE (ENDING INSTI- Y4 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 23' - 15' OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. 99-15' I-- -- ---- - —--- - — I a / c% wgTFR /N )O �p , TEST HOLE DATA STRF��1 D � �j SURVEY 0 F P R 0 P]E �TY (TEST HOLE DUG BY�McDONALD GEOSCfENCE ON FEBRUARY 4, 1999) SI T UA TED A T TEST HOLE B 1 TEST HOLE B ° /FOU�VO Q� 5� BAYVIEW (TEST HOLES B1 & B2 DUG BY McDONALD GEOSCIENCE ON APRIL 1 2002) ELEV. 2 9' BROWN SANDY LOAM OL ELEV. 5.4' ' ELEV. 7.0' % TOWN OF SOUTH 0)L D MIXED SAND & LOAM DARK BROWN SANDY LOAM OL SUFFOLK COUNTY, NEW YORK '_: 3' C NO �U C _ ELEV. 1.3' DARK BROWN SILTY LOAM OL �Nc M `'� o �' S.C. TAX N o. 10 0 0-7 8--0.1 16 B SOWN CLAYEY SAND SC B 50WN SILTY SAND SM WATER IN BROWN SILTY SAND SM ,� , WATER IN BROWN CLAYEY SAND SC ON U) �� O SCALE 1 =30 9' ELEV. 0.9' GREYISH BROWN CLAYEY SAND SC WATER IN BROWN SANDY CLAY CL WATER IN GREYISH BROWN CLAYEY SAND SC JUNE 29,E9 99 ADDED PROPOSED, HOUSE 10 8' WATER IN BROWN SILTY SAND SM WATER W BROWN SILTY CLAY CL 18' JULY 28, 1999 REVISED AS PER EN-CONSULTANTS - 13' 10' AUGUST/ 3, 1999 REVISED AS PER EN-(CONSULTANTS q s WATER "•I BROWN SILTY SAND SM SEPTEMBER 8, 1999 REVISED AS PEW S.C.D.H.S• WATER IN PALE BROWN 12' WATER INI BROWN FINE 0 �• JANUARY 16, 2000 REVISED SITE- PLAN FINE SAND SP TO MEDIUM SAND SP / 2 JULY 10, 2000 ADDED WELL EASEMENT Ric P;?OP. WELL WATER IN BROWN FINE SAND SP �}/ FEBRUARY 11, 2001 REVISED PROP. SEPTI(C SYSTEM WALL a• O JUNE 5, 2001 ADDED PUBLIC WATER SERVICE REPS OVED PROP. WELL 23 t5 24' APRIL 22, 2002 ADDED TEST HOLE EB1 3c B2 % �G0�4q JANUARY 9, 2004 REVISED SITE 1 PLA14 J�.� Q �/� AREA = .32 sq. ft. v .418 / Qa 18,20 ac. SUFFOLIt COUNTY DEPARTMENT OF HEALTH SERVICES % A., �� �, O NOTES:1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 D/ATUA PERMIT FIOR A�I'I"ttOVAL OF CONSTRUCTION FOR A G AZ— ��, 3 O 2Z� / EXISTING ELEVATIONS ARE SHOWN THUS: ao.o SINGLE FAMILY RESIDENCE ONLY A, �� q� �0� �.,: v EXISTING CONTOUR LINES ARE SHOWN THUS: --- -----8-------- / PROPOSED ELEVATIONS ARE SHOWN THUS: O.L j DATE, ? O HS REF.NO.�/� -p tis ; co QU�X // ����� PROPOSED CONTOUR LINES ARE SHOWN THUS: KppRovED ,.4 v (��0 �� 2. THIS PROPERTY 1S IN FLOOD ZONE: AE (EL 8) AS; SHOWN ON f ;��2S 3 S �/ Q� �ZQ� / O l�,,C/^ FLOOD INSURANCE RATE MAP No. 36103C0166 G FORtv1AXIMIJM OF BEDROOMS 0 0� O , �vJ, ZONE AE (EL 8): BASE FLOOD ELEVATIONS DETERMINIIED Re died Plan Approved �� °� p�pi;Z' S i HREE YEARS FROM DATE OF APPROVAL 3. PROPOSED SANITARY SYSTEM STRUCTURES SHOWN I THIS: O 1 0 o 3 — - 'Y Q r J= //�� � �� PROPOSED EXPANSION POOL � I'�, zrtrs � / ry ___� ENGINEER'S CERTIFICATION REQUIRED. '�O'�y �;! HOL RO PIP / h 1 �$• w �� E /� PROPOSED LEACHING POOL SUBMIT RE. Oizz R.A, CERTIFICATION \ yJI v �<v� kp FOR INSTAL„L,ATIOiv AND CONSTRUCTION IQ, PROPOSED SEPTIC TANK r E�( AV TI0 '� INSPECTION E3 I �F FOR t31'.MTAPY SYST0,0 FOR F�APPR VAS L. � _0 9� O 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN I HEREON ARE FROM FIELD QJ ��` �v QO , 0�'� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHHERS. 13Y_ HEALTH__ D-PAPTRIFENT c Q 0'�" 3 0 V •SO 6. THE PROPOSED SEWAGE DISPOSAL SYSTEM SHALL BE i FFECTIVELY DUG OUT DOWN TO ""-"` — �'��~ �w Qwl1' O O' A SIX (6) FOOT STRATA OF ACCEPTABLE SAND AMID GRAVEL, FOR A DIAMETER SIX (6) FEET �q U NYC GREATER THAN THE LEACHING POOL n� J q O 7. AREA OF EXCAVATION TO BE BACKFILLED WITH ACCCEPTABLE SAND Ec GRAVEL fd6ita=lnatic; pmvad in aceorda, tC`�'CGILh Board of Ri?i awm `V 8. 240t cu. yds. OF FILL WILL BE NEEDED FOR THE' SANITARY SYSTEM. �> d` PRE-EXCAVATE UNSUITABLEa o /, 9. TOTAL UPLAND AREA = 13,312 sq. ft. 14£�t1<,f: !tf _ `y & 'p C3 \ ' , SOILS TO ELEVATION 5 PRIOR 10. NON DISTURBANCE BUFFER-ADJACENT TO WETLAND) BOUNDARY, TO GLAM5HELL EXCAVATION NON-TURF BUFFER SHALL BE ESTABLISHED OVER I ENTIRE PAREL BELOW WATER 11. SEPTIC TANK SHALL BE MAINTAINED ANNUALLY. WTE DRAINA6E FIXnPf GNIT5 51lACL BE GOWILED IN 77E FISD, ' \\ 5'-0" CLEAR ACCESS 4'V.T R. 4'V.T.R. BA5EV ON RIM OF WA57E LIME AND L06ATION OF VENT 5TACK AROUND SEPTIC TANK. RISERS.A.0,16T VVff AND WA157E 512E5 AG60RP#6LYBA5E9 '� \ :: : Q>'� I I ON TABLE P416.I AM9 P7O9.I OF 77ENY5 ELAS CODE \TEST �O :...O VERIFY DIMENSION IN FIELD. _.. -7 LOT COVERAGE O21714 - 107E: ryh ` \ •� :. ; :•:::::•.•:.•.:.: ...•:: (LOT COVERAGE CALCULATED OVER UPLANID A4 A) :-L tFFJ_ L 41F5 TO RF lA&,'ATED. CONC. _ �� e(i ` ` ` / DESCRIPTION AREA X LOT OVERAGE I BATH / ems+ 2" V 1,�A!BTFR 15ATH �;,� PIPE �2F `� aS -p� a- Gs, HOUSE 1,092 sq. ft. 8.209 _ " I I _ O ..... -- 2 V -- WOOD `` ` `` ` �O �� O PORCH 336 sq. ft. • 2.52x T— I BULKHEAD i -O .� O� O .. ..... oG F 4'V I T —— 4" V I I I ( — z.� I SCREENED PORCH 288 sq. ft. 2.16x y ....... •� ��L..:..:.:.: ..... �� ._Z z C � I I I l I/2 v) I I 1 ♦ ,p.. '1% !.•:.•:::•- y TOTAL 1,716 sq. ft. 12.8sX " I " ::: ::GS::....:.... �' I I I LAV ( LAV I LAV I I l l/2 V l!/2 v �(0 o r_ ...� .. moo. J�4_2 �y Q I i 7W I wG. Inc. I >� , SHohER p. EST LE 62 / ,r ' ' \ G� ♦ 7J. O•�rO 0�`E I 5EC.ON9 FLOOR \ ` ���g��ON `♦ y� �0J I I 2" 3" 2" I I 2' 3. 2. 2' _ __.� ti, _ ao PROPOSED SEPTIC SYSTEMI AND r i 3• 3• i I 3' 2' V o RETAINING WALL DESIGN DY MUD 2. I I I 3' - I FREDERICK S. KEITH, P.E. 0- I I I 'rG I `"—r c 9ti 0 ENGINEERING;. - z V _ I 2" v- -�--- \ SAG HARBOR12"d I I l/2"V I I �, I /I/2"V I 1 112'V I # I , KITGfEN SIfVK i l 1/2 V , , I l 1/7'i EATH #I\� __ 4 4 I'0 LAV I ' I LAV I I (- AIR INTAKE �P9 Q) I i 2" V EXTERIOR WALL WASFf I Dh( 15 0kER 'Cp r��:�P I I i FIR5T FLOOR Illy 2'e' 2 I 3 2" 2 I G.O. G.D. 2 ' ir,r Q ¢' �`�� \ •%�� 4" I GOM EGT TO rr 01 I APPROVED A�'" I SANITARY SYSTEM CERTIFIED TO: 4" G.o. JAMES GRATHWOL 4 4"f,['X/SE TRAP X.H.G.I. IN PIT FLNE31 N6 R15ER SCHEMATIC .61 50ALE - N.T.5. D AqQ 0 ¢� cti%� (p51 l Tfl `► �I > ,LAN 2 4 2008 �v�� O No.029086 40 F N� 5GALE = 1" = 20'-0" BY PROJECT TITLE: DATE: REVOK)R © NSA PROJECT #: Nemschick Silverman Architects P.c. • PROPO,/ED RLJIDUICL- „JMUARY 24, 2008 N,•/'A 04-1076 ". ..the business of ARCHITECTURE." _ _ A— __ _- —_ _ _ _ — — _ _ — 545 WILLIAM-/BURG DRIVE SCALE: DRAWNG NO: JOUTHOLP, AY 735 Deerfoot Path _ _ _ _ — _ _- Af/`TOTED Cutchogue, New York 11935 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631-734-7007 Fax : 6:31-734-7347 www.ns-arch.com 1000 78 05 16 E••�•• FLOOR PL7a/`i /^IORTf� u t I I � � t J �1 ( SURVEY OF PROPERTY SITUATED AT BAYVIEW gu - TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-05-16 � SCALE 1"=30' JUNE 29 E19 9 ADDED PROPO E D HOUSE J Is t JULY 28, 1999 REVISED AS PER EN-CONSULTANTS /pU Q� AUGUST 3• 1999 REVISED AS PER EN-CONSULTANTS IRpNNP4 SEPTEANUARY 16 ER S. 92000 REVISED SITE PLAN 9 REVISED AS PER H.S. 3 aF r _ c JULY 10,12000 ADDED WELL EASEMENT & PROP. WELL FEBRUARY 11, 2001 REVISED PROP. SEPTIC SYSTEM WALL JUNE 5, 2001 ADDED PUBLIC WATER SERVICE & REMOVED PROP. WELL -- C. Uok 4e O Q� _ �RJANUARY002 9?2004ADDED REVISEDFIO TEE PLAN N 82 wry. w . / cy-W4r" w 4JOO2 z�Lr r f J yr AREA = 0.418 7c. sq. ft. NOTES. 1. ELEVATIONS ARE REFERENCED TO N.G.V.O. 1929 DATUM - / EXISTING ELEVATIONS ARE SHOWN J2.2 EXISTING CONTOUR LINES ARE SHOWN THUS: -- -- / � x1• J PROPOSED ELEVATIONS ARE SHOWN THUS:LO.d s 7ZO PROPOSED CONTOUR LINES ARE SHOWN THUS: / • �� :-tf n`G-' /s e/ II S 2 F INSURANCE THIS LOOD PROPERTY I S SHOWN ON RATE IMP No. 3610 CO166 G / - '• /• � iT- ZONE AE(EL 8): BASE FLOOD ELEVATIONS DETERMINED 147 3, PROPOSED SANITARY SYSTEM STRUCTURES SHOWN THUS: -xEe � y f 1 - �/�'( PROPOSED EXPANSION POOL p / / 9 .7 •aY�pr �.- 3 / _ i=i�///� eQ_ _ _r(�jOl.G7JC_LirCl��/ P��✓. CIO2 V PROPOSED LEACHING POOL ¢.. _'�: •� �., � melon PROPOSED SEPTIC TANK 2S 3$ 4 /i O 4C/ 4. THE LOCATION OF WILLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD O OBSERVATIONS AND/OR DATA OBTAINED FROM 01HERS. 6. THE PROPOSED SEWAGE DISPOSAL SYSTEM SHALL UE EFFLCTIVELY DUG OUT. DOWN TO A SIX (6) FOOT STRATA OF ACCEPTABLE SAND AND GRAVEL, FCR A DIAMETER Six (6) FEET GREATER THAN THE LEACHING POOL "/ /<^ _ 7. AREA OF EXCAVATION TO of BACKFILLED WITH ACCEPTABLE SAND & GRAVEL 0 S. 240t cu. yds. OF FILL WILL BE NEEDED FOR THE SANITARY SYSTEM. O 5 U /ryh 9. TOTAL UPLAND AREA - 13,312 sq. ft. y HOLD p1pE \ 10. NOW DISTURBANCE BUFFER ADJACENT TO WETLAND BOUNDARY, A. NON-TURF BUFFER SHALL BE ESTABLISHED OVER ENTIRE PARCEL 70���, 11. SEPTIC TANK SHALL BE MAINTAINED ANNUALLY. 'N� �,��/ �0., /GT77 �t� L?fG !/� LOT COVERAGE DATA (LOT COVERAGE CALCULATED OVER UPLAND AREA 7- HOUSE 1,092 w. ft, AREA X LOT COVERAGE �t F/j 0/ i� RZ--EXGAVAT` T� F, /UUITA -"' iC Ila h Y G I� '-� '�•y Q 99 R . 6zOx ELEVATION P� SOILS TO ELATION 3 PRIOR 1 �+ y• CLAMSHLLL EXCAVATION \ �GC�TIU�T-•�_� T�/ --_ PORCH 336 w. ft. 2.52% Vv /Y7 n SCREENED PORCH 288 sq. ft. 2.16X TOTAL 1,716 sq. ft. 12.88X `o/ • TEST d x \$. a i roiJ Z ' 1,14 \�=. - HGL B1 fp :.•-e:-:-.' \ ':-.: :�.. T 'sue O 40 .: LOCONC c /CJ�7 i PIPE /l�"lhtii- \ y ♦ r-.-i) '_!l, �z.�' 1 1 ' ♦ `' o. - 9 t \\ 6=0 r'o, EST HOLE Bz� /ao o �� /�0���3 I 7 \ f / �. ,4 s, F / \ soil /P/oc�arr»ii�`' j \� G�k'Q�Grc1 �= .�G.c7lG .I f ZQ y ' �� _ `) / /oCv� 3-ec7tl AA CERTIFIED T0: SGs7�G /n=ZO`tf) / /OCV) JAMES GRATHWOL C Cwj'••> : PREPARED IN ACCORDANCE ''WITH THE MINIMUM PROPOSED SEPTIC SYSTEM AND - STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �� .��CK BY THE L.I.A.L.S. AND APPROVE AND ADOPTED RETAINING WALL DESIGN BY O"`+. "`, trr� FOR SUCH USE BY THE NEW RK STATE LAND o FREDERICK S. KEITH, P.E. OF ► �.. '; TITLE ASSOCIATION. o° SAG HARBOR ENGINEERING. a TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON FEBRUARY( 4, 1999) 1�, ELEV. 54' 01 ���.».; � N.Y.S. Lic. No. 49668 BROWN SANDY LO..M OL. .. . TEST HOLE I31 TEST HOLE D2 EIEV. 2.9' 2.5' (TEST HOLES 81 & B2 DUG BY McDGNALD GEOSCIENCE ON APRIL 11, 2002) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY A ELEV. 5 4' 0' QEV. 7.0' 0' - SECTION 7209 OFSTHEV EWTION YORKO STATE ( y MIx€D SAND &LOAM DARK BROWN SANDY LOAM OL Jose ■ �'>i.s"Jf a m o 12 1' WATER IN BROWN SILTY SAND SM EDUCATION LAW. r/ DAgK BROWN SILTY LOAM OL -_ er2lcwN cvrEY SAND sc ertowN slrr SAND SM COPIES OF THIS SURVEY MAP NOT BEARING Lan/'4 > 4.1or' THE LAND SURVEYOR'S INKED SEAL OR WATER IN DROWN CLAYEY SAND SC ELEV. 09' -` GREYISH BROWN CLAYEY SAND SC EMBOSSED SEAL SHALL NOT BE CONSIDERED 9' 6.1' _t8, TO BE A VALID TRUE COPY. 'WATF,R IN i3ROWN SANDY CLAY CL WATER IN GREYISH BROWN CLAYEY SAND SC _ 10 B. CERTIFICATIONS INDICATED HEREON SHALL RUN WATER IN BROWN SILTY S,WD SM -- WATER IN BROWN SILTY CLAY CL ONLY TO THE PERSON FOR WHOM THE SURVEY 13' --1 0. WATER IN BROWN FINE IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout WATER IN BROWN SILTY SAND SM TO MEDIUM .SAND SP WATER IN PALE BROWN 1Y• TITLE COMPANY, GOVERNMENTAL AGENCY AND FINE SAND SP LENDING INSTITUTION LISTED HEREON, AND WATER IN DROWN nNE SAND SP 24' TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 23' 15' TUT10N. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. ---� 9 9—151 I _ I I Rto990 t68 r.AM � f e c�T QF tiEA�TH��;fir®E5 %CNtp 07 C0t\1 TN,JCTEd Y CZR B fOf� AS➢tdrl..E F�`,I'��lL.Y t?�.'-�t�,wC�— `�$ a,e�PR 12 2008 vi.s.Re'.No .ro di>,PGMI and water elArrf f tal C~s tt C►b �� a (pOeC/C w Q SURVEY> nrta a«►rur3�QY, 3 actncnt or r.,t+-,off. q rER /N�Q 0 F PROPERTY : ;pry Fo^ AxI:vc ,or, / srRFFT� �� SITUATED A T BAYVIEW WF,1tpr J.Matt �'.E., °t►i. �� acc� wst�r M4na�"me� ,Ro��o TOWN OF S O U T H O L D Np�pF SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-05- 1 6 NC Ma o Cl) SCALE 1 "=20' N Q FEBRUARY 22, 1999 �0 � J JULY28E , 1999 ADDED PROPOSED E HOUSE 1999 REVISED AS PERENCONSULTANTS R aQ AUGUST 3, 1999 REVISED AS PER EN—CONSULTANTS SEPTEMBER 8, 1999 REVISED AS PER S.C.D.H.S. JANUARY 16, 2000 REVISED SITE PLAN / JULY 10, 2000 ADDED WELL EASEMENT & PROP. WELL ��• FEBRUARY 11, 2001 REVISED PROP. SEPTIC SYSTEM WALL / JUNE 5, 2001 ADDED PUBLIC WATER SERVICE & REMOVED PROP. WELL 0 APRIL 22, 2002 ADDED TEST HOLE B1 & B2 O. / a. • ' �' JANUARY FEBRUARY 9002006�PIS PILE LOCTE ATION N CATION / °: •e ; a /CO FEBRUARY 21, 2008 FINAL SURVEY �o' AREA = 18,207.32 sq. ft. .° 0.418 ac. e � •' � e ° �4i/ S � / 'a NOTES: / 64°� ae• e •' ° �� co) V-4 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM V 2. THIS PROPERTY IS IN FLOOD ZONE: AE (EL 8) AS SHOWN ON `S 0 `SO o , / �j�� Q FLOOD INSURANCE RATE MAP No. 36103CO166 G e 'O F e 61? Vh CO ZONE AE (EL 8): BASE FLOOD ELEVATIONS DETERMINED \\Ry yrFQ o, / ^ 3. TOTAL UPLAND AREA = 13,312 sq. ft. R °`J O C/� ^ 4. NON DISTURBANCE BUFFER ADJACENT TO WETLAND BOUNDARY, \R a / -, ry Q- NON—TURF BUFFER SHALL BE ESTABLISHED OVER ENTIRE PARCEL. , ° v e �2 4 l F Q Al \��y�� UNOFR bobs c ��� o"y� s� J` TIE MEASUREMENTS FOR SEPTIC SYSTEM 3 Ca�STR�CT�N HOUSE CORNER A PORCH CORNER 8 1>� a SEPTIC TANK 21' 13' �� 0 ��� �1 °ti° 0" DISTRIBUTION POOL 37' 20' v P �^ / $ \p i�Q I_ LEACHING POOL 1 35' 22' LEACHING POOL 2 42' 27' <-Q\ �' e\°•.: d e S�� l\\v) ��QS VID LEACHING POOL 3 37' 18' 5 PI C LEACHING POOL 4 42' 23' O Tq yK qNF 96` 0 np0�°O� °Tk c� CONCPIPE 2F ` �'A f kN O ar J Cn 6 G *p 0 O�n O• � 1_0 °� CER TIFIE'D TO: PETER TAGIOS, Jr. Nod e° / tiotiti�o 3S 6'p ALETRA TAGIOS ST o / 9L,F'QTi�G'Q9q� J FP�Tip F d G � g0• A�F�ti .° O DID Fy,) 41 Y �a I� \JJ FLAG 01 eO � 0 60 �O PREPARED IN ACCORDANCE WITH THE MINIMUM J STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY E-t rA:L`S:.AND APPROVED AND ADOPTED F11 S CH IUSE BY'THE NEW YORK STATE LAND ESSOCIATIbN. N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION EDUCATION LAW. COPIES THIS SURVEY MAP NOT BEARING Land Surveyor THE LANDD SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1 727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 ANY,, NOT SHOWN ARE NOT GUARANTEED. AND EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 N 25 I APRIAAIXIA16 A-559: \11A TION5 TRUC TION NoTF,15 A. AREA 07')' ObANTIT"K A-5. ANCHOR BQL T PAD, RADIU3 A.G.I. Al-ER16AN RD. ROOF DRAIN CONCRETE RE6PT RECEPTACLE ,76T77)TE REINF. REINFORCING A.D.A. AlIrN5 WITH D1514BILITIE-3 ACT DN. DONN GENERAL NOTE-5 SEGTIO�� ELEVATION APH. AL�LE51VE DR DOOR rx% TAG- SEE Tr"16-- SEE A.F.F. ABOVE D TL. DETAIL I ALL WORK 15 TO CONFORM TO THE RULE5 AND FE5�)LATION5 OF THE 22 CONTRACTOR TO REMOVE ALL L?53R15 CREA TEL?B'1'77415 fiYORK FROM THE 23 PROVILIE POCKETS Ry HALL fUF CO�'LIMN5, BEAH3 AAP 5LAB5.DNC7. AS FINISHED FLOOR L?HC:7. DRAWING 'T 517F AW D15P05E OF IN A LEGAL MANNER ON A WEEKLY BA515 OR MINIMUM -d"F0R5LAj55, e-FoRBEAm5, DWG. AS LOCAL BUILDING REPARR-ENT AND THE N.Y.S. BUILDING CON15TRt, ION /0 ALLLIOIYCEALEC,>5PA6E5lNPVOODr-PAqIIVC,5HALLB.EFIFE,5Toi-,FEDPYIM NOTED NOTED A LI T AL TERRA 7E PPIII .90ka5 CODE. N9 NOTE OR DETAIL OR LACK THEREOF-5HA11 BE CCN-IP 5500tER IF CONDITIONS WARRANT. HOOD BL06KIW6 A66URA T-,11K Ff=i TO F1�11 THE OPENING AADI ARRAN5,-;:P AL.1ALU`4 Id-UhIII EA. EACH TO PREVENT DIRMFT5 FROM 1190h,-,51 ONE SPACE ,OAVOTLER ELF5. EXTEWIOR A5)PF11EV1N(5 THE CONTRACTOR FROM EXECUTION OF ALL 111ORr IN 24. T0PaEVAT1CNCF5LAB35H1,d-L �IAR*r,ACCORDIN57 TO FIN!5H FLOOR ANOD. 'ANODIZED IN50LA TION ACCORDANCE WITH ALL 57A 7E AND/OR LOCAL COPE5. 23. AT THE COMPLETION OF WORK, THE 3/7E/5 TO BE CLEARED OF ALL // PROVIDE BRIDGING 6'-0 o.c. MAX(50L 112 oR CRO55 BR1pC,1NC,). FIN15H TA6- A.M5�1,,.'4. AMERICAN FIN15H 5K5 TEN DEBR15 AND EXCESS MATERIALS THE FACILITY 15 TO BE LEFT BROOM MATERIAL. 5EEARCHRECTURAL -,-�RAII TA6- SEE SEE FINISH NATIONAL ELECT ELE-C 7R/C/-AL 2 ALL a55 TRICAL MORK TO BE FIRE 111VERNRI TER 5 IN5FF6 7TE�l AND CLEANED AND HOR< 15 TO BE CQ1-fFLE7E9 TO THE TOTAL 5A T15FAC 77ON 25. IN AN-7-AFFROVED 6ON5 TRX TiC IV JOINT PROVIDE 2X 4"KE-f-MIN. AND 24 12 NOTCHE5 OR HIOLE5 FOR FIFIN6 ETC, IN STRUCTURAL. FRAMING MEMBER5 DWG. AS OLEGEND � A� STANDARDS aEcT OF THE ONAER PRIOR TO RELE45E OF FINAL PA��ENT BAR DIAMETER LAP(/6 0 MIN)OF PE1NFoR61,k1c,, EXCEPT FOR 5LAB5 CN NOTED GEILIN6 FIN. IN577TYrr APPROVED. SUBMIT CE-RTIFICA7ETOONNE-RLIPON RECEIPT: 5HALL NOTBEFERM/7"TEE9. LE6END APPROX. APPROXIMATE aEVIn. ELEVATIONC7RAL?E ARCH, ARCHITECT/ ENO. EN571AI2 5 ELEC 7R/ICAL CONTRACTOR TO VERIFY ELE6 TRICAL 5ER VICEF AMID PARCEL 24. THE ARCHI 756 T HA5 NOT BEEN RETAINED FOR APMIN15 7RA 770M OF 77-E /5. DOUBLE J015T5 UNDER ALL PARTITION5 RUNNING PARALLEL WITH TfE j015T5. -UAL fa EQUAL FOR ADEQUACY IN FROVIDIN5 t0ll ELEC 7RICAL )N5 TALLA TPON5,45 CON57RZT10N OF TH15 FRO-ECT 26- 5LAB ON C-RAL-;!E 5HALL BE Poij-lz-r IN 4 TRIf�5 CCIN5 7RUC,TION OR CONTROL PLUMBIN6 A VC,. AVERAGE E01I EQUIPMENT SHOWN ON THE PLANS. U96RAOE, 5ERVICE, METER AND PANEL 145 MAY 25 CCN7RACT0R5 SHALL COOPERATE PY17H ALL OTHER TRARE5 AND*EWE J91N75 5HALL HAVE A III ki 5FA(,1N5 OF 50'--o"IN E%LR p,1RE6T1I 14. ALL FLOOR AA05KKL15HTOr-EN1N575 III To BE FRAII 1,1/7-ri DOUBLE AGGE55ORIES B.O. BOTTOM OF ETC. ETCETERA MAXIMUM AREA OF POUR SHALL BE 2700 50 FT HEADER5 AND 7RIMI-ER5, FULL�-JOIN59 H/TH 5 Tal BRID&E5 OR '7EC05 ELEVATIONx_X TA6- SEE 5D. BOARD EXIST. EXISTING BE REOUIRE[9. REQUIRED INSTALL ALL BUILT-IN WORK, SLEEVES, IN5ERT5,ETC,AS 15 TO ELIMINA 7E THE HAZARD OF M9137NRE cONDEN5A rlo,)v 11v COLD WEATHER, BENIGHMARK AGGE55ORIE5 BLD57. ,-,� BUILDING Exp. EXP05ED REQUIRED FOR A COMPLETE JOB. 27 ALL WALL A ND PIER FOOTINGS TIN(55 SHALL-1 BE MINIMUM 12# THICK A W RROJE6 T -- LEGEND E.FP !w) BACK FLOW EXT. EXTERIOR 4. ALL PLUMBING WORK TO BE IN 57RICT ACCORDANCE WITH RVK5 CODE 6't-f1N1KMBE)e010 ALL FACE5 OF PIAJ-L-,5 AID PIER5 oLE,�5 cTfL-Rwa-- AND TO FERMTT THE ESCAPE OF HEAT IN HOT kEAPER. VENTILATION OF FREAENTOR F.D. FLOOR DRAIN AN ALL AFF1 16ABLE LOCAL REC-ULA TION5. 26 5EE N)�5 BUILDIN55 CON5TR0,17101V CODE MAWAL FOP, REQUIRED HOOD N07E-P. ATT16AN9CF-Aj^L1 SPACES 1IIIF---:q BL(2C,<IVCAVBFl�9CINC,514,,9ULD ELK. BLACK FOR. FOUNDATION FRAME NAILING 56HEDLILE BE ARRAN57E91 50 AS NOT TO INTERFERE 111TH THE MOVE`OJT OF AIR. EXTERIOR DLK&. BLOCKING FIN. FIN15H 5. CONTRA 6-TOR TO EFFECT AND MAINTAIN INSURANCE LE COM MA 6 7OR5 26. GROUT V5ED 5HALL BE NOWFE,71:'CI NON-SHRINK GROUT BY IN-FAKT AND 16 ALL CATHEDRAL CEIL/MC75 5HALL HAVE CONTINUOUS VENTILATION FROM ROOM FINISH TA6- BR67. BEARING FIXT FIXTURE LIABILITY,PVRKI-fAN5 CONFEW5ATION, COMPLETED OPERATTION5, ETC 5HALL ATTAIN A 5 7RENC7 TH OF-4,000 P51 IN 7 DAYS EAVE5TORlD6E51ZEIN.�,ULATIONACC-ORL?INOL�' PROVIDE 31-411dia. VENT ROOM NUMBER, SEE EXT. BTM. B07TOM FL R. FLOOR ADEQUATE FOR THE PURP05E5 OF FH15 PROJECT AND RIRN1115H PROOF OF CONCRETE XXX TA6 MATERIAL BTN. BETWEENFU. FREEZER HOLES TO THE OWNER PRIOR TO CONNEWCIN5 WITH WORK. 2q. ALL SLAB TEMPERATURE RE1N9r)F,,CEM=-NT To BE FIBERME5H CONCRETE HOLE-5 A5 AffEDEP THRU 5KY116HT FRAMING TO MAINTAIN CONTINUOUS CAB. CABINET` FT FEET/FOOT ALL CONCRETE WORK SHALL CONFORM KITH THE REQUIREMENTS OF THE VENTILATION. FTC. FOOTING REINFORCEMEWT A5 MANI rt-Ac 711h;EEP BY FIBERME5H CO. OR APPROVED C.C,.F COMPACTED 6A. 6A6FIC7UA67f b. EACH 5000NTRAC TOR 5HALL SUBMIT A COPY OF H15 1N5Y1Fv4ZE AILWICAN CONCRETE/N5T1TV7E A.C.L 515 LATEST EDITION. EQUAL. MIXING AND PLACEMENT SHALL BE IN ACCORDANCE TO 17 DOUBLE J915T5 UNDER ENTIRE BATHROOM AREA UNLE55 07HERNI-,;E N07E9. GRANULAR FILL GAL. GALLON COVERAGE(N0R<MAN5 COMPEN5A TION,LIABILITY,D15ABILIII TO M4NUFA67URER5 5FECIFICATIC!t6l . G.J. C42NTROL JOINT (5ALV GALVANIZED THE OhN!�R`FRIOR TO CO"-ENCIN6 NOR< EACH 5UBCC1NTR?A6T0R 5HALL lb THE CONTRA 0 TOR 5HALL BE RE5FON515LE FOR COORDINATING ALL C.L. CENTER LINE C7.6. 6ENERAL 2 CONCRETE CONTRACTOR TO 5ET AND PLACE FORY5 HITH 57RICT REQUIRED IN5FECTION3 OF THE ROUGH AND FINAL FRAMINC, DOOR 7AC7- a6. CEILING CONTRACTOR 5YBII LIEN RELE45E5 PRIOR TO REOUE57IN37 FINAL PAYMENT. ATTENTION AW CARE TO ALL DATUM, FLOOR AND GRADE ELEVATIONS. 5GHEDU)LE � EXISTIN6 WALL CLO5. CL05ET C:7D. C7R-J0E STEEL Iq THE CONTRACTOR SHALL IN60RPORA TE ALL REQUIRED 57RAP5,ANGLES, DOOR 5GHP. To REMAIN aR CLEAR 6L. 6LA53 7. CONTRACTOR 5HALL AT ALL TIME5 PRO6,E59 WITH HOP,<A65 TO MINIMIZE 3 CONCRETE PROTECTION FOR REINFORCEMENT 5HALL CONFORM TO LATEST TIE5, SUPPORTS,ETC A5 MAY BE REQUIRED FOR PROTECTION OF 5 TR 7z/RE COL. COLUMN C7)"F. 0)"P51UM THE 011ER5 1ACONVENIEN6E,AND SHALL DO 50 IN A WORKMAN-LIKE L16 GONG.- I CONCRETE H.C. HANPICAP A.C.I. 5FECIFICATION I, ALL 5 TEEL FABRICATION AND fRE6 TION SHALL CONFORM TO A 15C FROM FORCE5 OF NATURE TH15 /NCLUqE5 ROOF To RooF, ROOF To kIALL5 C010. CONLRUIT ACCESSIBLE MANNER. 5PECIFICATION5 FOR 5TR,1//.;nFEA-/ 57�-`L,LATEST EDITION. hALL5 TO NALL5 AND WALLS TO FOUNDATION. TI-A--5E FA571W: ER5 TIE5 CONN CONNECTION H.G. HOLLOW CORE 4 ALL TEMPERATURE REINFOR61N5 5HALL BE 5YFF161EhU Y EMBEDDED To 5HALL BE A5 14F V B'f'51MP5CN OR APPROVED EQUAL. NINDOV\4 TA6- CON5T CONSTRUCTION H.D. HIGH DEN51 TY 5 ALL 5ALVAI57EABLE M47FRIAL5 AN9 EQUIPMENT INCLUDING tFIXTbRE5, DEVELOP FULL 57REIII57774 IN ALL CONCRETE kYALL5 AN9 5LAB5. 2 ALL 5TR,6RFAL 57F-EL 5HALL 5,E A3TI-f A-56,EXCEPT 5TRUCnh:ZAL TUBE O 5GHEDULE EX15TIN6 WALLS CIONT 60NTINL1005 H9R. HEADER FURNISHINGS AND DECOR 17EII 5HALL BE 57CREV AND FR607EC7EP FROM HDH. HARDWARE DAMAGE UNTIL THE OMER DETfRMIAE5 THE Cah;?5E OF AC7TION TO BE MICH-51� BE A57`M A15-00&RAIE:F B. AND STRUCTURAL PIPE WHICH SHALL DOOR5GHu. TO BE REMOVED CON7R, CONTRACTOR JAL?. BE A577-f A501. G.T. CERAM16 TILE HP HARDWOOD 5. PROVIDE ADEQUATE TIE5 FOR ALL 5 TEEL REINFORCED IN 5LAB5,BEAMS, C.51 CON5TRZTION H.M. HOLLOW TAKEN WITH 5APE. P15T4N5EFRCM` HALL5, REINFORCED TO BE HELD AT CORRECT 5PECIFICATION CONTRA6TORG) PIER5, AND FORM5 AND EARTH B'I'5TaL CHAIR5 OR TIES. 5 ALL 5706RRAL STEEL L51-:0 A5 EXTERIOR PW-L LINTELS SHALL BE IN57`77UTE HT HEIGHTH.V-A.C. HEATING, q PROTECT ANDMAINTAIN EXISTING UTILIUTILITYLINE5 WHICH ARE TO GALVANIZED. PROPOSED WALLS cu. CUB/6 VENTILATION,AIR REMAIN IN 5fRVICE IN 5bCH A MANNER A5 TO AVOID IN75RIFRUFTION OF Ax REVISION REFER TO DBL. DOUBLE COWITICNIN5 TTE5EL)NE5 UNLE55 07HERH15EN07ED, ALL EX15TIN51ITIL11TIE55HALL BE 6. FOLLOW RULES FOR PLACING ALL REINFORCINREINFORCING57EEL AND 4 BEAM CONNECTIONS 5HALL BE DESIGNED To HITH57AND ONE--HALF THE TA6 FLOOR PLANS DEG. DEOREE5 1.6. 150L4 TE?C7RCVN9 ALTERED, GAPPED, OR RELOCATED IN A MANNER APFROVEL9 BY THE ACCE550RIE5. MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND FOR SIZE DIA. DIAMETER IN6HE5 GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HAVII(NC,SR15DICTION 5PA N CCN91 TION5 5HOPW OR TfE LOAD IN91,5A TED ON PRANINC,5, INCL. INCLUDEXED 5 EA TER, CERTIFICATION OF DIM. 911-EN31ON INFO. INFORMATION 70 A5 TO C-UARANTEZ� A COMPLETE INSTALLATION. 7 CONTRACTOR SHALL 5UBMIT CONCRETE MIX REPORT WITH WHICHEVER 1.5 C7P NAILING & CONNECTIONS ALL CO"ISTRUCTION '�PM-L IN--VL. INSULATION IN57L. IN5 TALLA TIONY COWRE55ION TE5 T RE-5YL T5 TO ENC71NEER FOR REVIEH PRIOR TO PROPOSED DOOR INT. IN7ERIOR INSTALLED 5. kELOINC,5HALL BEIRACCORL>AiV�',EHITHA 5FECIFICATION51151M-7 REQUIRED. f rTET THE -�r THE . JBQX XNC TION B�2X REQD. REQUIRED CONTRACTOR 5HALL PROTECT, PATCH AND REPAIR ALL EX85TIN6 WORK 57ARTIN6 FOUNDATION CON57RU6TION. E70-XX ELEC MODE5. H5 CODtSO.FNEVIv REFER TO J5 T J915T n(,6TATE. EX15TIN(6, DOOR FLOOR PLANS JT. JOINT RM. ROOM ADJACENT TO H15 PVOR(� OR DAMAGED A5 A RE5UL T OF HI�5 WORK. TO REMIA-IN SUPPLIER R.O. ROUGH OPENING WHERE EV5 TIN5 MATERIALS ARE TO BE MATCHED, CARE 15; TO BE AND SIGHED. IN. REPRESENTATIVE TEST c,(L Im?EpS SHALL BE TAKEN FROM THE CONCRETE (5. ALL BOLTS SHALL BE A5T7-f A-525fq AND SHALL BE INSTALLED TO A 5NI& FOR SIZE LAM. LAMINA 7E R.To. ROOF TOP UNIT TAKEN INBLEVIIII COLORS AND REFL/6AT1N37ADJA6ENTfFORM5 AND .9.5.C. 50LID GORE PLACED EACH DAY IN ACCORDANCE WITH CONCRE7F5PECIFICATION3. CONDITION A5 DEFINED INA 15,r 59561FICA TION5. LAV L A VA TOR'r RAN. SANITARY CONTOURS. TESTING SHALL BE PERFORMED AT 7 AND 26DAr5. L35. POUND5 5CHD. 5CREPULE 7 ALL kaRER3 SHALL BE CIRRENTL'Y'CERTIFIE9 THE FOLLOWING L.F. LINEAL FOOT SECT. SECTION 12. BEFORE 5,01-11 TT-INC-ANY PROPOSAL, IT SHALL BE THE RE5FPON5131L I T),- CERTIFICATIONS ARE A C6EPTABLE- IIII 'rORK STAR NEW )-ORK CITY 'A EX15TIN(6 DOOR PROPOSED L.P. LON POINT 5.F SQUARE FEET OF THE 6ONTRZACTOR TO FAMILIARIZE H1H5aF H1774 ALL EX(15TIA16 q ALL ME5H 5HALL BE 5PLICED 50 THAT THE OVERLAP BEnIEEN OUTERI-05T DEPT'CF BUILDIN555, OR 7F3T7h,3 LA09-"A TOI CER TIFICA TION TO 77E AH5 FIXTURES II MATERIAL.. CONDITIONS, MA TERIAL5 TO BE MA TCHED, WORKING 5PACE,A VAILABLE; CRO55 AIRE5 OF EACH 5HEET/5 NOT LE55 7HAN THE SPACING OF THE CODE MAX. MAXIMUM TO BE REMOVED \00 5HT 5HEET FOR FU T)RE MECH. MECHANICAL 51M. 51MILAR SAFETY PRECAUTIONS,ETC REQUIRED FOR THE SAFE AND EXPE9177OU5 CRO55 fiVIFE5 FLU5 W INCHES, UNLE53 OTHERN15E 5HOHN ON THE MANUFACTURER 5M. 5MALL EXECUTION OF TH15 CONTRACT FA/LURE T0PO5C`WILL NC2TBE DRAWING. MINY-vl-f 5FFC5. 5PE-CIF16A TION5 CAUSE FOR EXTRA C05 T5 TO THE OWNER OR OANEW 5 REPPEf 7ffA T1 VE-3. mlS6aLANEOU5 5a 5QUARE CONTACT THE ARCHITECT IMMEDIATELY F FIELD CONPITION5 AFE 10. ALL 55VWA TION5 5HALL BE CA5 T ON LIND15 RF'BEP OR CONTROLLED PAINTING MILLIMETER 50. FT 5GOARE FEET M9157Zh:,:E 5.5, 515 5TAIM-E35 STEEL FOUND TO BE OTHER THAN 7H05E SHOWN HEREON PRIOR TOE PROCEEDING COMPACTED 501L HAVING A MINIMUM BEARING CAPACITY OF T hO(2) TON5 RE515 TANT WITH WORK AFFE67H9 BY SAME PLR SQUARE FOOT UNLE55 07HERN15E NOTED(SUBJECT TO FIELD 1. ALL 57Fa AFTER FABRII,/77I,ry -'-,,�LBE THOROUGHLY GLEANED 0,-RU5T, /I MOUR7EP 57P. 5TAMPAR9 INSPECTION AND VERIFICATION BY CONTRACTOR). DIRT L005E MILL 56ALE AND 6T6R FORE/67V MATTER. AFTER CLEAulMr, I-EC5,EN51 AND ABB1 VIA710NO 147L. METAL 5 7L. 5 TEEL N,Ir,. NOT IN CONTRACT 5 TRbC T 5 TRk�70REI-AL 1.3 CONTRA6 TOR SHALL VERIFY ALL D#EV51I PRIOR TO 5 TEEL SURFACES 5HALL 3E 5H0F'-,RR1)`-E,9 PV1 TH 01E COAT OF II )F)RCF05EI:;� PLOT PLAN AN5> N(111f. NOMINAL 5UPFL. SUPPLY/-LED FABRICA TION. PRIMER,A AND ONE GOAT i�OL CR TO BE 5ELE6 TEP BY OWNER PAINT COA T5 NO,A,4UH. NUMBER 505P. W5PEN1DE9 MAXIMUM 5 TEP OF FOO TIN35 5HALL BE ONE VERTICALLY TO ThO 5HALL BE FULL WETTING,APPLIED 17-0-RoUc-5HLr AND EVFNL),, To THE NATIONAL T/ TOP OF f HORIZONTL"WHERE ELEVATION5 CHANC 5URFACE3, AN FREE FROM 5F, A,`-V3T, RUY5 OR SAGS. • SANITATION 73. THROUGH BOLT - EF5 , , OMISSIONS,FTC., OF H • A-I - FIR5T :FLOOR FLAN FOUNDATION TeB TOP $ BOTTOM DRAWINGS WHICH ARE AT VARIANCE WITH THE LAN ORDINAAR6E5,RULES N.T5. NOT TO SCALE TAG 7CN57bE GROOVE OR REGULATIONS,BEARINC,ON THE CONDUCT OF THE WORK SHALL BE 12 ALL RETAINING WALLS SHALL BE A050UA TEL)"BRACED DURING 2. PRIMER SHALL BE RY5T-INHIBITINC,PRIMER OR - APPROVED EQUI VAL5-NT 53COIC COAT SHALL BE RU3 T-O-LEUM/060, OKI A-2 HOONIP FLOOR FLANI O.A. OVER ALL TEMP. TEMPERED REPORTED FRCMP77-)'TO THE ARCHITECT. CON57RU6710N TO MAINTAIN 5AFE7Y AND 5TABIL17Y BACKFILLIN57 5HALL 00" UFA-IN/CY OR O.C. ON CENTER, T*(P. TYP16A APPROVEDFOU"VAL-EW A-5 - ROOF IFRAXIN& PLAN ORV6. OPENING O.L. bN9ERPYRI TER5 NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED qO3� OF THE 5FECIFIEL? OPT OPTIONAL LABCRA TORIE 15 IF CON91 TION5 ENCOWTERED DURING CON5 MUC,TION DIFFER DE-516N 57REM57H, -2 AFF U`!7 Z UNLAWFUL A-4 - SEr-,TION 5 ER EREC TION, TOOCH U0 ALL FIELD COMAEC TION5 AND ABP,4D=0 M P LY WITH A L L CODESi OF OPT? ORP05/7E Ov UL 7RA VICLET FROM WHAT 15 5HOHN ON DRAWINGS, THE fN571NEER SHALL IBE -5RFA6E5 WITH 5A1'-E TYPE OF MATERIAL v5Ep FOR 5HOF cCATftW YORK STATE & TOWN GODES WITHOUT CERTIFICATE A-5 - FRONT ELEVATION FL. PLATE V. VOL TIVOL TA C-E NOTIFIED P IMMEPIA TEL r AND WORK 5HALL NOT PROGRESS UNTIL /5 ALL CONCRETE 5HALL ATTAIN A MINIMUM 57RENOTH OF 5,000 F5/0 A-& - FLt-0 PLUMBING V3. VAPOR BARRIER ALL FROBLEM5 ARE RE50L VE? TO THE 5A T15FACTION OF 7 THE PAr5. FOUNDATION, 5LAB5 ON GRADE AND CON6RE7E EXP05F-r- 10 AS REQUIRED AND CONDITIONS OF OF OCCUPANCY RIGHT ELEVATION PL nV. PLYWOOD V.P. VENT FIFE ENGINEER kEA TIER 5HALL BE AIR ENTRAINED. A-1 - REAR ELE\/ATI ON FIVL. PANEL VER T VERTICAL HOOD SOUTHOLD TOWN ZBA PR PAIR H/;1/0 HITHIIH17HOUT I6. ALL -1:W,0CCM7"RAC TOR5 5HALL BE RE5RON513LE FOR FILING AND 14 ALL CONCRETE REINFORCING STEEL _c,� ,5f IN ACCORDAN6E PY17H A377,f SOUTHOLD TOWN PLANINNG BOAR' A-5 - LEFT ELEVATION PREP. PREPARATION/TIONI kv. WOOD 03TAININC,APPROVAL5 FOR THEIR HORK HPICH MA(BE RE�OVIRE9 A-6/5 GRADE(20 DEFORMED BARS ALL LUMBER 5HALL BED016LA5 FR LARCH NO. 2, FB = 075 F5/, FV q5 PLUMBING PREPARa? kvH. H?N00H P31,E= 1,600,000 P51,MAXIft"M013771RE CONTENT<lq96. SOUTHOLD TOWN TRUSTEES A-I1 5C.HEDIULES P.5.F. POUND5 PER ALL PLUMBING WASTE &WATER LINES NEED ARE FOOT HH. HA TER HEATER /7. ALL -5056ONTRAC,TOR5 SHALL PROVIDE ALL EQUIPI-ENT, TnUL5,FENCES, 15. kEl=HIRE ME5H 5HALL BE IN ACCORDANCE HITH A57M A-105. 2. ALL-5W LUMBER SHALL BE DOU6LA5 FIR LARCH 57UD&RADE M = 5 - N.Y.S.DEC TESTING BEFORE COVI'A!NG DETAILS W WATER PROOF TRAN5FORTATION, 5AF]55VARP5,ETC,A5 REQUIRED FOR THYE PROPER /7 P.5.1. POUND5 PER HT PE167HT EXECUTION OF THEIR WORK. 16• ALL 57RZ7ZIRAL I-EMBER5 5HALL BE POURED FOR THEIR FULL REPTH5 IN P3/, FV= q5 P51,E= 1,400,000 F3, MAXIMUM M0157URE CONTENT<lq�. 15-OU ARE IN6H HA.F kapED HIRE ONE OPERATION 6ON57RL16TION JOINTS 5U614 A5 A DA)"5 POUR JOINTS PLUMBER CER TIFICA TION PT PARTIFOINT FABRIC SHALL BE LOCATED IN THE MIDDLE OF THE 5FA N, MAIN REINFORCING TO 5. ALL HOOP COR5 TRU5 TION SHALL OMFLr H/TH THE NATIONAL DESIGN ON LEAD CONTENT BEFORE PVW. PAVEMENT 15. ANY DEVIATIONS FROM THE AR6HITE6 T5 DRANINC75 I-V5 T B3E 50MI= RUN THROUGH THE JOINT, KEY AN9 ROUGHEN JOINT5 TO EXF05E 5FF606A TION TO THE ARCHITECT IN WRITING FOR APPROVAL. FOR HOOD CON5 7PJC,TION, LATEST EDITION --PERTIFICA TE OF OCCUPAN"',Y AGGREGATE FOR CHEMICAL BOND. At rON.�*r2.�',;*r;,! SOLDER USED IN KIA TER 4 T(2,h ALL "009 EXP05ED WEATHER 5HALL BE CZA 7REA 7E9 IN Iq EACH CONTRACTOR AND SUBCONTRACTOR 5HALL BE RE5IR59N513LE FOR /7 NO HORIZONTAL JOINTS 5HALL BE PLACED IN JIVALL5 EXCEPT A5 SHOWN ON A6CORDAIIIIII WITH AFP A 5 TANDARC,� T HS MAINTAINING 5AFE7'ON THE JOB 51TEDURIN57 THE CON5TRaIrITION THEDRAHIN05, WITHOUT THE APPROVAL OF THE ENGINEER ATE SUPPLYSYSTEV ,�3APPVOT ENER67'K 6 62N5,ER VA TION NOTE: FHA5E TO 60MFL,r'H17`H THE REWLATION5 AND REOUIREI-0INT5 OF THE 5 ALL PY009 COMECTOR5 SHALL BE BY `3IMP-5ON"I "TE6,0"' OR &�L)LL) %.11 . EXCEED 2110 OF I r-lo LAD. 066UPA TIONAL SAFER'AND HEALTH ARMIN15 TPA TION 'TH155 SHALL 113 MAXIMUM LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION 5HALL APPROVED EQUAL. I. ALL WORK ON THIS PROJECT 5MALL CONFORM TO THE NEW PORK STATE ENERGY THE DUTIES OF THE ARCHITECT AND HIS EMPLOYEES OR AGENTS SHALL INCLUDE BUT ARE NOT LIMITED TO: PROVIDING ALL NECE531AR�. BE NO MORE THAN TWO CONSECUTIVE COLUMN DIM OR(90 FEET CONSERVATION CON5706TION60DE (LATEST EDITION). 7ERNINA 7E WITH THE COMPLETION AND DELIVERY OF WORKINGDRAWINGS. TEMPORARY 5bP90RT5 AND BRACING A5 MAYBE RE-0111REL?FROR TO 65. MEMBE25 DE516NA TED A5 "GANG LAM"OR "LAMINATED VENEER LUMBER" THE ARCHITECT/5 NOT RE5PQN51BLE FOR 5UPERV15ION OF 60N5TRVCT1ON THE THE IN5 TALLA TION OF NEW STRUCTURAL ELEMEWT5,A5 hIELL A3 1q. CONCRETE CONTRACTOR TO BE RE5FON51BLE FOR 5ETHN6 ALL AN6HOR 2. TH15 FRO EC T IS DESIGNED ACCORDING TO PART -5 OF THE N"3 ENERGY ADEQUATE AND PROPER BARRICADES, RAILINGS,LIGHTING,�57AR5, ETC BOLTS AND LEVELING PLATES. OR IL VL"5HALL BE MANUFACTURED IN ACCORDANCE WITH 5FECIF16A 771 ` "I OF THE PROJECT, NOR PC THE ARCHITECT HAVE AUTHORITY D T0 ArT ON CON5ERVATIONAND CON57RUCTIONCOVE BUILDING DESIGN BY ENVELOPE BEHALF OF THE OWNER OR THE CONTRACTOR UNLE55 NOTE9 OTHERWISE IN REQUIRED? TO PROTECT THE WORKMAN OhNER5 PERSONNEL. AM B"L00151ANAPA61F166ORP N05U9577717E5 5HALL BEFfRXITTE CFP ;F V-0ERWRITRS CERTIFICATE Nf7hC08(TABLE 5022), UNDER.ZONE 11B(5UFFOLK COUNTY) WRITING. OTHER5 FROM INJURY DUE TO C0N57RXT1CN WORK. FROVIYDEiREF 20. PROVIDE CONTINUOUS 2X6 TREATED 5ILL PLATE OVER TERMITE SHIELD WITHOUT THE ENC1NEER5 APPROVAL. 5E515N5TRE55E3 ARE A3F0LLOH3- NAIL,i'�`I i, IS -f ARE A5 ALL EXF05E9 HOT WATER FIFIN16 A RRIOR HEATING DU6 T5 TO BE IN-51-A TEO A5 AND 5AFF PA55AC7E FOR PERSONS T0 AND FROM A5 A4NP TIES INTO FOUNDATION WALLS WITH 112"ANCHOR BOLT5e'-O'o.c. (/'-0" F3 =2,9.5OP51, FV=.2qOP51,f= 2,000.00OF51 QuIRED. RFC FACILITIES WHICH ARE TO REMAIN. PER 5E6. E5033.5.1 AND E504.5 OF THE N)"3 ENER57r CODE. THE ARCHITECT 5HALL NOT BE RE-5FON515LE FOR THE ACT5 OR OH1551ON3 MAX. FROM ALL CORNERV HITH/I m1n EMBEPI-ENT PROVIDE 5ILL 7�7`17n 4? 'TrED OF THE CONTRACTOR OR ANY 565-CONTRACTOR OR ANY OF THE SEALER AND GROUT 5ILL PLATE TO WALL. 7 THE ARCHITECT 5HALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR AFFIL2A\//T OF ENER67I)" COPE 60NF0R1�-1ANCE 60NMAC TOR 5 FOR-5U5-6CNTRA6 TOR 5 EMPLOYFE5 OR AGENTS, OR ANY 20 F/6��DIMENSIONS SHALL GOVERN SMALL 56ALE PRMYN575 hHERE VERIFICATION OF LOA125 AND BEAM 512E�WITH/I PRIOR To ORDERING DATE —jj WE NEM-56HICK 51L VERMAN ARC,'HITE6T5 P.C., ACKNOWLEDGE AND OTHER PfR50N5 PERFORMING ANY OF THE WORK DIMEN51ON5 ARE E57ABL15HE9 B)"CONVITION5. IFEX15TIN6-5�E)CH 21. FLOOR 5LAB5 ON GRADE TO BE 4"POURED CONCRETE WITH 6x&11.4X1.4 57A. AND MANUFACTURE. NOTIF)"AR6Pl7F-CTOFAM)"Dl5CREPAN6lE5, IN CONTRACTOR SHALL MEASURE EXISTING CONDITION5 PRIOR. TOORPERIN5 HIRE REINFORCING AND 57EEL TROWEL FIN15H, PROVIDE 112" WRITING,5HOUL9.THERE BE A PROBLEM. A 77E5 T THAT TO THE BEST OF OUR KNOWLEDGE, BELIEF AND N,-,- DEPARTMENT AT FROFE55IONAL JV61I TH15.BUILDING 15 DESIGNED IN 60NFORMAN6E M47ERIAL5 AND COMMEIIIII WITH NORK. FREMOULDE9 EXPAN510M JOINTING AT FLOOR 5LA3 AND FOUNDATION 6. J0/5T 51ZE5 AND 5FACIN5 GIVEN FOR DC07-FIR LARCH#2(fb = /,/75 C-11 1�f�zzz,-e-v AM TO 4 PM FOR THE HITH THE ANAL PORK STATE ENEF57r CONSERVATION 6ON57-RMCT10N CODE, WALL. PROVIDE 2"(R-10 m1n)RIC71D IN5YLATION 2�-Ofi EACH WAY (FOR P51Fv= q0P51ANDE=/,611O P51) VER1F)`5/ZE5N1THARCH17E6T1F FC` INSPECTIONS: LATE5TEPITION. 21. GENERAL CONTRACTOR AND H15 5U35 ARE RE5PON51BLE FCOR,LL LA)"- HEATED 5FA 6EV 077-ER 5PE61E5 OR GRADES ARE Y3ED. OUT WORK, INCLUDING5FE61FIE?LAY-OUT PRAHINC-5 A5 R550UREO 1. -",:DATION - TWO REQUIRED GENERAL CONTRACTOR 5HALL COORDINATE RE-5RE6T(VE 5U5C,2NTRACTC)R5 22. ALL 5LAB5 ON 55RADE SHALL HAVE THICKENIN65,OEPRE551ON5, q. THE L?E5l6NLIVELOA.911VLIVINC7APEA5l54OP5F(DL=IOP3F)AT7-IC LIVE F(>, �`CURED CONCRETE 516XAnR'ff 12A7F 50 A5 NOT TO CAU5E UNDUE HAR05HIP,DELAY AND INTERFEREICE HITH OPENIN575,ETC, A5 REQUIRED OR A5 5HOHN HEREIN OR ON LOAD/5 20 F!5F(DL=5P5F)ROOF LOAD 15 50 F3F(9L=10 F!5F) FOOF5FAN5 2. ROUGH - FRAMING a PLUMBING CONDUCT OR WORK AR6HITE6T)RAL DRAWINGS AND 5FAM5 IN LIVINC7AREA5 ARFILIM/TEV TO A DfFLEGTION CFL1560. 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE CCWPLETE FOR C.O. FLOOD ZONE ALL CONSTRU T ION SHALL MEET THE COMPLY WIT 01,! -)TER REQUIREMENT F- THE CODES OF NEW H FLOOD DA 11\' -�EVENTION YORK STATE, NCT "ESPONSIBLE For D7 NOT PROCEED WITH SOUTHOLD N CODE. DESIGN OR CONSTRUCTION ERRORS. 1-GAMING UNTIL S',JPVEY .7 RETAIN S7�0�,,, ,,RIA-rER RUNOFF 0- r"�NDATION L-�,'/ATION rij",S BEEN APP n-OVED. PUISUANT Tb SECT 10N 45-1 OC Tt� T01AW ron� Nemschick Silverman Architects P.c. PROJECT TITLE: DATE: NSA PROJECT - - "T . ..the business of ARCHITECTURE." PROPOM) RUIULACC AUGQ/ 1, 2005 /N-/rA 04-107(D 110% 73 TA row-njk YOIIIA: Ji 1 ri 545 WILLIAMfE5URG DRIVE YOUIN0-2, 111 SCALE DRAWING NO.: P 5Deeroot ah Afllo= Cutchogue, New York 11935 i 9r No. DISTRICT: SECTIOK- BLOCK: LOT: --fDRAWN BY: Phone : 631-734-7007, Fax : 631--734-7347 www.ns-arch.com Cy— 1 FLOOR PLAN NORTH1000 7 05 lb M.R. i I I .� T 1 v� � OQ � / ►vq 4, 4Q-: TEST HOLE DATA SURVEY OF PROPERTY (TEST HOLE DUG BY McDONALD GEOSCIENCiE ON FEBRUARY 4, 1999) / J SITUATED AT TEST HOLE B 9 TEST HOLE B2 tLEV 5.4 °. %ou, �� '� BAYVIEW (TEST HOLES B1 & B2 DUG BY McDONALD GEOSCIENCE ON APRIL 1 1, 2002) EL.EV. 2.9' BROWN SANDY LOAM OL p/p ELEV. 5.4' ELEV. 7.0' E A� .� TOWN OF SOUTHOILD MIXED SAND & LOAM DARK BROWN SANDY LOAM OL ll S U FFO LK COUNTY, N E�df Y O R K D RK BROWN SILTY LOAM OL i F 4 S.C. TAX No. 000-78"l05— V ELEV. 1.3' BROWN CLAYEY SAND SC '.;,._ BROWN SILTY SAND SM WATER IN BROWN SILTY SAND SM 4.1 ' MO 2' , Q• n ► WATER IN BROWN CLAYEY SAND SC C —w �w njry = SCALE 1 =30 91 ELEV. 0.9' G 6EYiSH BROWN CLAYEY SAND SC d` WATER IN BROWN SANDY CLAY CL WATER IN GREYISH BROWN CLAYEY SAND SC ,y�tF FEBRUARY ��, 1�99 10' R Div O 8• R JUNE 29, 1999 ADDED PROPOSED �HOUSE WATER IN BROWN SILTY SAND SM WATER W BROWN SILTY CLAY CL 18' JULY 28, 1999 REVISED AS PER EN—CONSULTANTS 13 10' AUGUST 3, 1999 REVISED AS PER EN—C60NSULTANTS WATER IN BROWN SILTY SAND SM / ski X SEPTEMBER 8, 1999 REVISED AS PER S.C.D.H.S. WATER IN PALE BROWN ,2' WATER IN BROWN FINE �• JANUARY 16, 2000 REVISED SITE PLAN O S FINE SAND SP TO MEDIUM SAND SP s. JULY 10, 2000 ADDED WELL EASEMENT &; PROP. WELL WATER IN BROWN FINE SAND SP j �0 '�O`�Oe FEBRUARY 11, 2001 REVISED PROP. SEPTIC,' SYSTEM WALL 23' 15' a• JUNE 5, 2001 ADDED PUBLIC WATER SERVICE & REMOVED PROP. WELL APRIL 22, 2002 ADDED TEST HOLE Bl & B2 24' �0 4/4 JANUARY 9, 2004 REVISED SITE FLAN ki4s� /�� AREA = 18,207.32 sq. ft. 0.418 ac. / a NOTE1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DAITUM -9 a: Q�:a �t- I EXISTING ELEVATIONS ARE SHOWN THUS: IU O �"Y U'�� v �h EXISTING CONTOUR LINES ARE SHOWN THUS: --8--- - ;'' < �,� ��� / ��/�Q• PROPOSED ELEVATIONS ARE SHOWN THUS: L °ysQ�� / PROPOSED CONTOUR LINES ARE SHOWN THUS: - I �. b`S(e �/ U 411.1� 2. THIS PROPERTY IS IN FLOOD ZONE: AE (EL 8) AS 'SHOWN ON CV Q- J- / O 4,/ ,M FLOOD INSURANCE RATE MAP No. 36103CO166 G 14, N ZONE AE (EL 8): BASE FLOOD ELEVATIONS DETERMINEI D •' �IT 3. PROPOSED SANITARY SYSTEM STRUCTURES SHOWN 1THUS: 14 ���� O i PROPOSED EXPANSION POOL O 16 OO•/If ES OU ' HOL RO P/P �N E PROPOSED LEACHING POOL / S y�� 70' U` .V�' 0�00� ® PROPOSED SEPTIC TANK ,\0 Ouy3Y ' sj� fi p 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN I HEREON ARE FROM FIELD 9 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ti" O Q 3P 0�U ' �O� O��0 6. THE PROPOSED SEWAGE DISPOSAL SYSTEM SHALL Orr. EFFECTIVELY DUG OUT, DOWN TO 4z 40, �0 A SIX (6) FOOT STRATA OF ACCEPTABLE SAND ANON GRAVEL, FOR A DIAMETER SIX (6) FEET U/ �` <l\ 7. AREA GREAOF EXCAVATIO THAN THEN TO HING BE BACF ILL.ED WITH ACCIZPTABLE SAND � GRAVEL p� 8. 240t cu. yds. OF FILL WILL BE NEEDED FOR THE !SANITARY SYSTEM. v 0 S O PRE-EXCAVATE UN5U I TABLE 'y� �' �Q �-p� O \�\fie,• �! 501L5 TO ELEVATION 3 PRIOR 9. TOTAL UPLAND AREA F ADJACENT 13, sq. ft. � 10. NON DISTURBANCE BUFFER ADJACENT TO WETLAND I BOUNDARY, TO GLAMSHELL EXGAVATI ON NON—TURF BUFFER SHALL BE ESTABLISHED OVER EFNTIRE PARCEL BELOW WATER 11. SEPTIC TANK SHALL BE MAINTAINED ANNUALLY. co \TEST `• \ .���:�OC�fi/6- \ �G�► 'C" V HOL$'B i ro ..::.1� �` :::. \ ' ..:::.:.. :::::. _ -- --7 F� O O LOT COVERAGE DATA �+ ` �ij i �• .: ......�-'C� .. f.......... ... (LOT COVERAGE CALCULATED OVER UPLAND AREA ......... ::::::: ::.::::::. �` �G �j `� DESCRIPTION AREA X LOT COVERAGE PIPE :::.::..o�•,�- r?, �' HOUSE 1,092 sq. ft. 11.20% NOTE DRAINAGE FIXTURE VNIT5 SHALL BE COMPILID IN THE FIELD, WOOD u �` .. :�O� .:.:.:.:_:.:.:: , <"� PORCH 336 sq. ft. i1.52X P O :. .:.... J �/ � .p-.OS-..'•::•::•::.� Oy����.•.•. ::•:::•.. � r ,• 4"V.T•R 4"✓T� fi . ••••• �... :. ...... SCREEN..D PORCH 288 sq. ft. 816X BASED ON RUN OF NA57E LINE AND LOCATION OF VENT 5TAGK ,oe' ,� I I R15ER5.AD-V5T VENT AND k#A5TE 512E5 ACCORDINGLY BA5t77 TOTAL 1,716 a ft. 1'2.88X f I ON TABLE Pgl6.1 AND P704/'OF THE NY5 BLDG CODE { I _ ALL SUPPLY L/AE5 TO BE IN5VLATE9. J EST OLE B2 • . O :S .. ::: / 5 �0. �J�� '' O �� IfT 1 __ p !�• ` ` 'S Rg�rON ` ,. Lt / . ��A!BTER 5ATH A' , 0 I T_?�--_„__ p 1 ( l1120V Illr2"V PROPOSED SEPTIC SYSTEM AND ----- oN 4"V I I 4 v p l �•�i eG�� ,�s' - ,, o RETAINING WALL DESIGN BYI llr2p vl //� v1 //12"VI e - i • • • ��,� ,,% FREDERICK S. KEITH, P.E. OF I I LAV I LAVI LAV 1/112"V I1112'V SAG HARBOR ENGINEERING., � I I I Al I N.G. �` �` G•� •�. . TUB I I 7UB I SHOPER Gj+\�i, I 5ECOND FLOOR - 2"V tJ I I 2p 3" 2 1 1 i 2„ 3, 2• 2, • ` i P G.O. ��• \ 5 � 'All �.O• ° ' } ul I I 31 3 2 I I 3 3" 2„ 2" 1 G.O. �' ¢ I ' BATH I Rm. VI I Il112"V Il Ir2"V///2 I I/ 2V I I< I TCHEN KITCHEN51NK Ir "LAV I 4" I I I� LAV I 4p __ FRE5H 2 p V r-I AIR INTAKE 7 1 1 j -- I 5HONER I I D.N. DW ( EXTERIOR HALL CERTIFIED TO: I F/R5T FLOOR JAMES GRATHWOL 2" 2" 3m p ( 2 I 2 " 2" G.O. I I " 2 3„ I p 4 3 I O� C 01 4" CONNECT TO 3" I APPROVED ,OO 4" 1 C.O. 5ANITARY5Y5TEM 4„ O. C9 _ffL C.I.H.T. I I 4"HOU5E TRAP X FLUM5 I N6R15ER 5CH AT C N.G.I. IN PIT ., 51T PLAN SCALE = N.T.S. SCALE = 1" = 20'-O" PROJECT TITLE: DATE NSA PROJECT #: �� AR PROPQ./�D RVIXACE " ti% AUGIl/T 1, 2005 /Y�A 04-1076 �emschick Silverman Architects P.c. �a � znb- 545 WILLIAMfibURG DRIVE the business of A CHITECTURE. — r �r * � � . I�ad �� -� SCALE: DRAWING NO.: AA 735 DeerFoot Path Jj_ _ I L W f OUTSOLD, NY A/ NOTED Cutchogue, New York 11935 � V 029025 T y DISTRICT: SECTION: BLOCK: LOT: IDRAWN BY: Phone : 631-734-7007 Fax : 631-734-7347 www.ns-arch.com F OF NEv� FLOOR PL�/`i /YORTHII 1000 78 05 16 LL P-O" MIN. TYP. AROUND PERIMETER LINE OF WALL/POR6H ABOVE I I-oil GC 10 151_511 gl_411 151_511 fl ' " " " n n " (3) 1-3/4 X ll-7/0 ML (2) 1-3/4 X ll-710 ML (3) 1-3/4 X Il-7/0 ML r--- --------------------------------------------------------- -------------------------- ------------- -------------- ------------------------------------------------ -- _ �- - - - - - - - k.N - - - - - - T-3 I I I I I I I I l l I. ALL P/LE5 5HALL CONFORM TO ASTM NTION 5PECIGATI0N5 FOR ROUND TIM BER BER PILES AND 5HALL HAVE A MINIMUM T/P DIAMETER OF lO INGHE5. 2 ALL P/LE5 SHALL BE PRE55URE I I I I I I I I TREA TED IN AGGORDANGE WITH THE Pj I I _._._...........�._._._._. i i AME.RICANWOOD PRE5ER>IER5 I I A53061ATION 5TANDARD G3-qq "FILES - I I I I PRE5ERVAT/1/E TREATMENT BY PRE55URE DJ................................... ..i i i i _ _r i ' PR06E55." 3. P/LE5 SHALL HAVE A MINIMUM 60MPRE5/VE 5TRFN6TH OF 500 P5/ AND _ 5HALL BE DRIVEN TO A 5AFE BEARINC7 CADi PACITY OF /3 TONS. 4. ALL P/LE5 ARE TO BE DRIVEN UNL7ER �--T i THE 5UPERV15ION OF A L ICENSED 3 X 0 X-BRA61N6 I 11 FROFE35IONAL ENGINEER OR H/5 I I I I I I T)T. IN 2 I I RE6ULARLY EMPLOYED 5UBORD/NA7F HE l l-p„ i l I I I I I DIRECTIONS CEO I I 5HALL KEEP A LO6 OF ALL DRIVING DATA ,_ I „ I I III ALL PILES I I I 11 FOR EACH PILE 5 P/LE5 ARE TO BE INSTALLED A660ROIN6 TO THE EN6/NEERIN6 NEH5 r--- ----- -----���f-3 4 �C-f�i/� E----- ---- _.-_._._._._._._._.-._._._. ► i ll-7/0 TJl t�l i i I 11-7/P" TJI Q i � lI-7/8" TJI FORMULA OR AS THE SUPE{�V/S/N6 T10- - - - - - - i 0 I 360 l6" O.G. q1 I I I 360 l6" o.?G. I I 360 l6" o.G. ENGINEER MAYD/REGT. I ---� y6 GONG. 6. EACH PILE 5HALL BE A 5/N6LE PIECE i 6" GONG. �I 1 1-I-----------------fir' i ,r OSLAB W/ 5 �, I N 101, T(P O SLAB W/ #5 OF 5UFFI6/ENT LENGTH TO PA33 THROUGH ® 6 B. Eh! I �- I ----------------- I @ F.P. 6 B. EN I I (2) l-3/4" X q-l/2"ML -I 1 ANY FILL, MUD, SAND, ETC. AND TO m m PENETRATE A MINIMUM DEPTH OF /0��O" 00 BELOW MEAN 5EA-LEVEL, AND HAVE.A 3 /-3/4" X q-1 2" ML O 0' I N 1 N I I MINIMUM PENETRATION OF 5'-O" INTO �600D _ r, rr BEARING MATERIAL. (2) 13/4 X q-I/2 ML 7. PILES 5HALL BE DRIVEN TO A I �I I I I I I I - VERTICAL TOLERANCE OF 2� AND A .LI._.._._._._._._._._._DJ_._._._._._._•-•-•_ !-•_. , I I I I ; - HORIzoNTAL TOLERANGEOF3'. A PLAN 5HOWlN6 THE FINAL L06ATION5 OF PJLE5 'A5 DRIVEN" NOTIN6 ALL DEVIATIONS q-l/2" TJl 230 I I I ' I ' i i FROM THE DE5I6N LOCATION 5HALL BE 12" O.G. 1 I - - - - - - - - (3) l-3/4" X ll_7/8" ML - - - I 1...........................( ) I 1-.-.-.-.-.-.-..._ �.�..... X 11-7/8" ML - - - - - 2 /-3/4 X ll-7 6 ML 3 /-3 PREPARED FROM AN ACCURATE SURVEY AND 5UBMl TTED TO THE 5UPERV/5/N6 m l l I I I O I I I I O m ' ' EN61NEER FOR REVIEW AND ANY N ; I I I I v I I I I v I I ; NEGE55ARY REDESl6N. I�•-•--•---•---•-•-•---DJ-•-•-•-•-•-•-•--- — 6. THE ONNER 5HALL BE RE5PON5IBLE FOR ALL 3UPERV15/0N DURING © CON5TRU6TION N i © _ _ (2) 1-3/4" X 1/_7/6" ML (LOW) _ i i i -© (2) l-3/4" X ll-7/6" ML (LOW) _� _ l m m v I I I I m v ------------- Il-7/8 TJ!F.J. 360 l6°O.G. _j33/4 X q-l/2 I ML_._._. _��.J ' (2) I-3/4 X q-l/2 ML ....... L__-F ---------------------------------------------------------------t--S Z 5------ I '`----- -L--�--L_ f----------------------- ------------ L--S-- _f------� n rr BLOCKING A5 REOUIRID 1 _p Ot n i n i n i n i n 6 -p -0" i 5IMP50N L5TA36 5TRAP5 ® l6"O.G. 5/MP50N H3 FRAMING ANCHOR EAGH 5IDE OF EACH J015T = (2)3/4"CAL V. THRU BOLT5 3 X 12 GIRDER I I/ MIN. /0"DIA.20T6N P.T HOOD PILE F I 5T FLOOR PLAN 7�FICAL FILE SIR0ECONNECTION P TA I L SCALE = I"=I'-O" PROJECT TITLE: DATE: NSA PROJECT #: FtEO Aq ti em m schick :�ilverrna Architects P.c. .��� PROPOfr-D RUIPLAcr AUGIU T 1, 2005 NVA 04-1076 .. .the business of ARCHITECTURE." � �o s� .� 545 WILLIAMf15URG DRIVE SCALE DRAWING Na: 735 Deerfoot PathNo. AJ NOTED Cutchogue, New York 11935 o2eoes yo DISTRICT: SECTION: BLOCK LOT: (DRAWN BY: Phone : 631-734-7007 Fax : 631-734-7347 www.ns-arch.com /`I OF NEB FLOOR PL� NORTf� 1000 78 05 16 M.R. I A-4 41'-10" R Q 60"X 56" (2) 2X8 (2) 2X8 BA5/N 5HAR. (2) 2X8 (2)2X8 r p PANTRY I -3" BENGt� `. I I EQUAL EQUAL 6 FJ. _ __ _ NOTE.- PROVIDE 5MOKE DETECTION — I IIy 51NK r ——— —————— — SYSTEM INTER LINKED TOGETHER AS PER W IN D w 2 O.G. j Iq W G 5TA7E CODE I060.10. ALL BEDROOM5, O ❑ R ° M•�•R. 5 IAER_ I GORRIDOR5 TO EACH HAVE ONE 0 UTIILTY 51NK 107 Q TILE I ' I�' � 'r}-} I O I k INSTALLED�45 PER GODF 1/ER/FY WI TH LU O S I 2 PE><R oHNER _— 6 ALl6N 6" m , i N TILE Ipq 1 I N N LOCAL BUILDIN6 OFFICIAL FOR ANY - cq 10'-0)" 2'- ; a11 �'- w 5'-I" '-O 1 5'- " 1 - 10'-511 1 5PE6/AL REOUIREMENT5. �n �J I UDY� 1 NOTE: U.L. APPROVED FLUE 1N5TALL j l06 MUD ROOMcLG ® z L SADDLE �► I O , " w , O ACCORDING TO MANUF 5PE65 (f N.Y.5. � ! TILE IF to-o AFF m � I - GUEST I _6 ----- I FLOORIN6 -WOOD 1 CODE5. /0„DIMEIV51ON TO BE HELD. 41_011 I PROVIDE 5 COAT5 FIN15H 1 N M FIELD VERIFY 5IZE TO 50T FLUE CHA5E O ❑ sa,�l� ' N! I GLG ® -1 1 N NEXT TO FIREPLACE AFTER 5ELECTION OF I I FP. MADE BY HOMEOWNER PROVIDE NON . � ❑ CONT. UPPERS ,ABOVE _ _________ _________ -�I � !O'-o"AFE � ----------- --------------- - --------- _ 11121-0 110 > COMBUSTIBLE 5URFACE3 ON ALL INALL5 16 -O ° LU --------- ---------- I I AND FLOORS IF DIMENSION I5 LE55 THAN REF. m o ---------- Lu Io8 L — ——————————— ——� I8'; BUT IN NO 6A5E LE55 THAN 12': BA5E GNTR @ 36" A.F.F. --------- -- , TRIMMED L NE of 2 5T r SPACE A5OvE o - NOTE: FINAL LAYOUT AND 5/ZIN6 FOR T z GL6 OPENING K/TGHEN BY OHS ER 411 4�1 � lo`-on�FF , I --------- -------------- -------- I , 1 X EQUAL EQUAL �' INK K I TLHEN _- ---_- -------------- ----- O I NOTE: 112" 6YP. BD. ON ALL INALL5 AND U N tQ FLOORIVG -MOOD ,1, ® y w N ;n CEILINGS (TYf?) ALL INTERIOR FINISH PROVIDE 5 1 GOATS FIN15H -' — ------ --------------- --------- 10� _____ 13'-10'" I 6'-411 2'-2" I 1 N L 5ELE6TION BY OWNER. (TYP) O � ' 1 4 0 HOOD RANGE 10" a"�10"I 10"I a" 10" (2) l-3/4"X l!-7/8" tIL Lu I -6 ABOVE-------------� I I I --- -- '----- �-- , I - I I I—I•—•—•—•—•—•—•—•—•—•—•—•—•—•—•---•O — —•—� — — ® —————————— F=====_ ------; ��O O { IkC P05T5 EVE I 1 J ll-7/8" TJ/ 230 ------------------- _i ; 11 PYINE i ii 1 14" I I -----------------� I 1� „ CL6 ® O (3) 2X8 (3) 2X8 = I I (3) 2 X lO 1 UNDR 1 , IjI= F.J. ns l6 O.G. to-o AFF I I d (2) l-3/4"X q-l/2"ML I\ F.P. � � GNTIR @ 42 A.E.F. � I I � � I I � FLOORING -WODD m �C •N m I \ OPEN TO ABOV� 1 1 m PROVIDE 5 COAT5 FIN15H _ 3 _O�� � I I 1 � � I ! I` N i i 11-7/8MIN. TJ/ 230 3/4 Xq-l/2ML v iII Ij i oII 71eDINE L1 01 l ......— _ .�_.J. w ' " FLOORING -HOOD "• -0 - r d 5 7 1 1 10 PROVIDE 5 COAT5 FIN15H I I C I (2) -3/4"X q-l/2"ML Z (3 I I I N I I ILI I w I � I I N I I m i _ ( 11102ILI! 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ALL (3) 2X8 (3) 2X8 (3) 2X8 4"X q-1/2" ML EQUAL EQUAL EQUAL - 4 411 — — 15'-10" I'-6k Ilk" 1'-411 k 1'-611 Ilk FI 5T FLOOR PLAN PROJECT TITLE DATE: NSA PROJECT #: emschick Silverman Architects P.c. ��QED Aq CAI � PROPQ/'LD RUIDFJ M AUGQ/T 1, 2005 /y ". ..the business of ARCHITECTURE." (� �y,�^ fA 04-1076 �'� 545 WILLIAMf BURG DRIVE . . -• '� •J'OUTHOLD, NY SCALE: DRAWING NO.: 735 DeerFoot Path . A r/VOTED ' ` Cutchogue, New York 11935 9TF No.029G�3 �J DISTRICT: SECTION: BLOCK LOT. DRAWN BY: Phone : 631-734-7007 Fax : 631-734-7347 armwww.ns-arch.com OF " � FLOOR PL�/N /YORT�I 1000 78 05 16 A- 1 -- ----- II I I I 1 A-4 12'-10" 2'-0" 5'-10" 51_21 11 5-21 +��+(2) (2) X 8 (2) 2 X lO 2 X lO (2) 2 0 NOTE PROVIDE 5MOKF DETECTION 5Y57EM INTER LINKED TOGETHER A5 PER STATE CODE 1060.10. ALL BEDROOMS, 6ORR/D0R5 TO EACH HAVE ONE EQ• I INSTALLED A5 PER CODE VERIFY W/TH O N m L. STAIR 5H R LOCAL BUILDING OFFICIAL FOR ANY HH 216 GC WOOD TUB 5PE61AL REOUIREMENT5. k NOTE• U.L. APPROVED FLUE IN5TALL ' AGGORD/NG TO MANUF 5PEG5 if N.Y.5. O - ViALK-I N N N ------ ------ -� = GODE5. /0"DIPEN5/ON TO BE HELD. 2I7 � I BEDROOM 2 ------ ---- - G w CARPET __ MSTEi� N FIELD VERIFY SIZE TO SUIT FLUE GHSE � I 215 ----- ------_ ----� ----- I �-——————— BATH c0 0 NEXT TO FIREPLACE AFTER 5ELECTION OF GL6 ® -----� i ATTIC A6CE55 8'-O"AFF m � ------- ---- r ------ �� 4„ TILE N BB COMBUSTIBLE �RFAOGE�ON ALL V/ILL ON k - 2 ------ ----- ----- ——J 3_0 N AND FLOOR5 /F DII-EN5/ON 15 LE55 THAN JJ N �- � I _ I I8", BUT IN NO 6A5E LE55 THAN 12" O ------- -------- LIN ------- 202 203 NOTE: 112"GYP. BD. ON ALL WALL5 AND ------- ------ -N CEILINC75 (TYP) ALL INTERIOR F/N/5H 0 o d SADDLE 5ELECTION BY OWNER. (TYP) 213 _ 0 SINK O I \ � �.\ 1 K W.G. I '1 5 m 7 S 3'-4It 6 2'-O" 6` k O LANDING N WOOD N C� BATH 212 �M RBLE TH OLD . m P (T THEDRAL CEILING) � � �————— MARBLE THRF5HOLD C� TUB TILE 211 RA/LING A5 PER CODE c 6 X 6 P05T i I I'-I0" O 1 o LIN I I o X I 2 X 6 G.J. m �PosrAeovFl I ° 6 6 P05T I Q I � I @ I6" o.c. o � � = d X d P05T I M>�ST�I?R��Di�00M � m � i GL6 LT 3"AFF - 20a E I BEDROOM I � � OPEN TO BELOW � � N SUND GK i CARPET I -A 2 X 8 G.J. 0 1 0 I o �I'i GLG ® 205 ' � I ® l6" O.G. ' 5/4"X 4"IPE DECKING 5ET ON — 5'-O"AFF 0 N I m I > 2X P/T 5LEEPER5 5ET OVER 2 _ i I I N W PLY-EPDM ROOFING MEMBRANE O N _ N POLE 5HELF(TYP,1 - (3) 2 X 8 N I ———— TRAY CEILING ABOVE — p 5ET OVER NEW 3/4"MARINE-TEX �y LL -� I i O PLYWOOD 5UB5TRATE 5ET ON N NEW BUILT IN 4 TAPERED ROOF RAFTER5. (TrP) 5TORAGE ----------------- N N I STG z ROOF 5LOPE AT I/4" W I I _ X Y 4 PER FOOT(TYP) - - I I lo° j I 201 206 i I j o j I i 205 204 i I j NCOFFER ' V O NEW GD GEALED k I I EQUAL v `? EQUAL I EQUAL EQ. `? I ► EQUAL v `? EQUAL I I I F k I/2" GUT7ER5 AND LEADER5 TO - 5PLA5H BLOCKS AT GRADE- �y N I I 16" I k `p I -� I 1 O" (C N I I 110�� ► N �p I IIO" I � d T)'POAL FOR ALL e N I '� I I I I I m I I I VERANDAH NOTE: 5ET TO BASE W MANUFACTURER .5/4"X 4"IPE DECKING Q I j I I I / 2 A v �'/ / I I I j I AFFROVED FA5TFNING. ——————— � �'T��/L '�l"IL ----- ----------------- ------_r3 7✓/_4L';, q_b72� C------ - 4 ® o -•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•- - - - - - -.-.-.-.-.-..... - o - - - -.-.-.-.-.-...- - - - - - - ------------------------ PROVIDEBLOGKlNGAS RE217(TYP) RAILING A5 PER CODE(TYP. ALL) 6X6 PIT WOOD P05T ALIGN W/GNTR OF I'-oil q'-4" I'-E6" 13'-O" I'-6" o FTC7 BELOW NEW TU650N 5TYLE P05T, PAINTED WHITE 0. t; TO MATCH TRIM (HB G PERMACA5T OR 515—O" • a s EQUAL) A-4 5 C0 I;� FLOOR PLAN INTE RIORFINISHED TU5( AN 5T),/"LL P05T DETAIL 5rALE = 3 =I-O' I PROJECT TITLE: DATE: NSA PROJECT �aED Aqc emschick ilvermatn Architects P.c. ti% PROPOJLI) RUIDF_/`ICE ' ���' c 545 WILLIWE5URG DRIVE ...the business of ARCHITECTURE." U 005 Nf 04-1076 - - — — --- - - - - - - — — - — SCALE DRAWING NO.: 735 Deerfoot Path M „/OUTI�OLD, /YY AJ /VOTED Cutchogue, New York 11935 9TF No.02JQy3 y DISTRICT: SECTION.- BLOCK LOT: DRAWN BY: Phone : 631-734-7007 Fax : 631-73,4-7347 www.ns-arch.com 0 N�� e FLOOR FILM NORTH 1000 78 05 16 II I -- I i == ---------------, -----, - ===== - ===== � -----------� r-------�== == _ I IN I I I . I I • I I I /I I I II \ L.J III III I I j I I I II � IiI IjI � I I I I �J 41111 \ LL- I ! I I � I lj- III III � \• � IjI ijI � i i ��, F ­1 L.J III I I Q I I �1� III N I • I I ' I N I I Dc BALCONY BELOW I I (� L�=== \ I r___� j l 2 2 X /2 III I Ij I , I I \� I I III I iIN I I I � I I I II I Nlil IiIN- I . j ------------------ III II II III II I ED6EOFROOFLINE F-------------------� �\ c ��j� 71) 1 iL------ j ____ \ N / �_ ==== ' L------ I EDGE OF DECK BELOW I I I I \. ! LI r----- j i t p j 2„X 12" RODE Rt4FTER5 j III L.J I -._._._._._. - _._._.------- - / 16" O.G. FLASff/N6 \ i (2) IIIIjIII r`TIiIIIII �TIiIIIII�=--_-----��--------- GF.P. F.P.�IIIIII IIIIIIIIII�II II'• !III // � l6" oC �1Q�T R�I/P�L��E��R%.R —IIIIIiIlI II!IjiIlII I IIIIIIIIil (2) 2 X 12 _ \\•\\��TRIPLE RIPL E R.R.CRICKET ._._._._._._._._._._._._._._.__ ___ _______---------- _ _ _ _ _ _ _ _ _ _ _ _ _ _.__.__.__.__. __.__/\ —Nk.�_ .II _._._ -3X -78" R/D6F BEAM (2) I / /_ __� - -------------- _____ 6 x 8 PoSrBELOw�8 PoST (5) 5IMP50N L 90 AP CONNECTORS (2) 2X12 ` CRICKET— ..... ------------ TRIPLE R.R TRIFLER.R. '� _ _ _ _ FLA5HIN6 2X1X 12 ROOF RA=TER5 L L \� 2 2 X 12. ylll ! F.PI IIIIIIIII II SUNDEG I I I I IIIII � � F � III j I N � I FLASHING 11 (1��I�� �1� / >Y I I I i IL ALl6N WITH I I f L------� / o v J - L -_ _j i I CATHEDRAL I i I------� Ls---- j p p -- ��-� WALL BELOW. ---- �p O - ----zJ � III j -°��' � i i N � •\ VERANDAH I \ i� •\ (BELoI� I I I I j I j •\ II I � ---------------------- J—y L-J r-------- LJ �J LJJ LJ LJ � ---------------------- J LJ J ROOF FAIO PLAN i PROJECT TITLE 'DATE: NSA PROJECT #: Nemschick Silverman Architects usiness of T. . QNED Aqs Ily, PROPQ/'ED RU DDICL: AUGI�/"T 1, 2005 /Y 04-1076 5 0 NJ.NEd� TAG — - -1,� ��- ��;��e 545 WILLIAM,/bURGDRIVE - m 1 — -t-- �, SCALE DRAWING NO.: 735 Deerfoot Path I y ` .f� ,/OUI�IOLD, NY �f /VOTED Cutchogue, New York 11935 yT No.02 OZ3 -k DISTRICT: SECTION: BLOCK- LOT: DRAWN BY: Phone : 631-734-7007 Fax : 631-734�-7347 www.ns-arch.com of NEB FLOOR PLAA NORTI11 1000 78 05 16 I II i COPPER CONGEALED FLA5HIN5 AT ROOF INTER5ECT10N3 57ANDIN67 SEAM COPPER ROOFING OVER 30#BLD6. FELT OVER (2)LA,YER5 OFY4" G.D.X. PLYWD. SHEATHING FORMED TO F/T EYEBROW WINDOW PROFILE 5ET PLYWD. OVER FIELD LAMINATED "R/B5" TO FORM ROOF RAFTERS OVER FYFBROW WINDOW. LAMINATED PLYWOOD TO BE (2)LAYERS t0F 5/4" A.P.A. RATED GLUED TOGETHER AND GUT TO FORM ARCHED ROOF RIBS AT 12"OG A5 CONTINUOUS RIDGE VENT INDICATED. (2)LAYERS (OFY4" GYP. BD. FORMED TO FIT TIGHT NEW(2) I-3/4"X ll-7/8" ML RIDGE BEAM AGAIN5T R155 OF EYEBROW WINDOW ABOVE TAPS .3-GOAT 5PA CKLE, PR/ME AND PAINT A5 PER OWNERS LINE OF EYEBROW DORMER OVER GLERE5TORY WINDOW. REFER TO FLOOR 5ELEGTION PLAN5 AND ELEVATIONS FOR ADD'TL INFO. CONGEALED' COPPER FLA514IN6 AT ROOF/WALL / i \ lN7ER5EGTlO�N i � � � � � I D/A VENT HOLES AT EACH RAFTER FOR CONTINUOUS VENTILATION AROUND ROOF CRO53 LOCATION OF EXTERIOR WALL BEYOND -EXTEND i � � � FRAMING UP AND FN57 AGE WITH SOLID BLK6 BFTI�N R.R. - ? i lO-l/4'; R-38 F.B. INSULATION IN JOIST BAYS Wl7H LIMITS OF IN15ULTED ATTIC 5PACE INSULATION BAFFLE 2 X,5 G.J. ® l6"O.G. 12 / 6A Tf E511; SAL 651L/N67 \ � � � � \ 12 2x12 ROOF>2AFrFRS AT 16"OG (2)3XI2 HEADER 5 � � \ 5 ROOF GON57T2U6TlON: ASPHALT ROOF 5HIN6LE5 OVER /5#BUILDING FELT OVERY " G.D.X. PLYWOOD 5HEATHIN6 OVER ROOF CONGEALED'WELDED SEAM COPPER RAFTERS WITH R-50 H/GH DEN5/TY F.B. IN5ULAT/OWN BETWEEN AND FINISHED WI7HY" 6YP5UM BLOCKS AT,GRADE - 7YP16AL FOR GUTTERS AND LEADERS SPLASH I WALLBOARD, TAPED, SPACKL AND PAINTED A5 ALL PER OWNERS SELECT/ON i I IX10 FASCIA AND TRIM BOARD TOP OF PLA,7F5 TOP OF PLATES aEvQ ,, NEW CONCEALED COPPER TT/ 1/2,, ELEY. l4-1 1/.2 I I I I 6UT7ER5 AND LEADERS TO VENTED BEAIDBOARD WD I I I I I 5PLA5H BL06K5 AT GRADE - TYPICAL FOR ALL 5OFFIT5, PAINNTED TO MATCH TRIM. VENTIN6 PANELS TO I I DECORATIVE TRIM TYPE AND HAVE INSECT-SGREENINQ VERANVAH 5TYLE PER OWNER SELECTION. PROVIDE IN5ULAT/ON BAFFLE AND l" lz AIR 5PA6E IN FINISHED CATHEDRAL INTERIOR WOOD COLUMNS, SEE GEILING5 FROM 5OFF/T TO R06E Q I I DETAIL FOR ON. ORE Ea Ea VENT FOR CONTINUOUS AIR FLOW FORMNEW 4 IRE L7EGKlN6, FlMSH HALL EQ EQ NEW WINDOWS A5 PER FLOOR PLAN WITH CLEAR WA7ER 5EALER/ d? AND ELEVATIONS. SET WINDOW REPELLANT 1BYH CABOT OR EllSTAIR LANDING TO BE 2 X 10 CONSTRUCTION. FACE WITH HEADER HEISHT AT 6'-8"A.F.F. ARCH APPV,D EQUAL. I I DECORATIVE TRIM, TYPE AND - STYLE AS PER OWNER'S m SELECTION. o I I CHIMNEY CULTUREDAND EXPOSED 6 AT 5 TA/R✓ m FOUNDATION WALLS, PILE GAPS, ETC. AS PER OWNERS SELECTION. p TOP OF 5E60ND FLOOR m ELE1! ll'-1 l/�" I I II I I I & I JL LN�IN� II 1 I I I I TJI F.J. @ 16" O.G. BEYOND I BEADBOARL7 lND PLANK SOFFIT, RUN PERPENDICULAR TO FRAMING ARID 5PACED TO ALLOW FOR PROPER WATER I I _ PROVIDE 3-�2'AGOU5TIG F.B. INSULATION DRAINASE C?F VERANDAH - PAINTED TO MATCH TRIM. FOR SOUND CONTROL AROUND ENTIRE MECHANICAL ROOM WALLS TOP OF 57A/R LANDING 60VEREP FOIR6H KITCHEN ElE! 7'6 3/4„ • ' I - ��yoN� - FLOOR 605TRUGTION AT STAIR: r, NEW TUC50N'57YLE Po5T, '- 5/4"APA RATED T f 6 PL YWOOD 5UB FLOORIN5, GLUED AND 5GREI dED TO 3X6 -7 PAINTED WHl'�7F TO MATCH I I N HEM FIR #2 FLOOR JOISTS ® l2"OG TR/M. (HB$6 PERMAGA5T OR _ EQUAL) EXTERI I I = OWNERS SELECT/ON F.P. GEDAR051DINO OR A5 PER NDRAI 5. RAILS TO BE MIN. I I l-1 G 'F.R.l v�" 15#BLD6. FELT m H A LQ G.D.X. PLYWD. SHEATHIN& 36" HIGH BA4LU57ER SHALL BE - (2)2X6 TOP PLATES OVER 2X6 WD. 5TUD5 ® l6"cOC SPACED A5 ,PER GODS. rH, '- OVER 2X6 SOLE PLATE 5-2y(R 21) INSULATION WITH VAPOR BARRIER BETWEEN 5,W5 AN02'GYP5UM WALLBOARD, WITH 3-COAT TAPE CONGEALED' FLASHING BEHIND SIDING AND 5PACKLE AND FIN13H A5 PER OWNERS 5ELECTION AND OVER L.ED6ER BD- I I FLOOR 6ON5T7RU6TION: 3/4"APA RATED T$6 PLYWOOD 503 5/MP50N J0I.13T HANSERS AT 2XIO PIT LEDQER BOARD FLOORING, GLUED AND 5CREWED TO NEW BOLTER To `5TRUGTURE W1THY2'LAC,BOLTS 5PAGED 12" I I II-7/0" TJI FLOOR JOISTS o 16"O.G. A5 OF 57A6 Ll PER NAILING 5CHE7ULE TOP OF FIR5,T FLOOR I I TOP OF FIRST FLOOR ELEV. O'-O" HE . O'-O" 9-1/2"M.L. HDR. M M ��/ X I p I I p ! I p I I p I I p I I p I q-1/2" TJI 2360 @ 12" O.G. I I I I I I I I I 3 X 12 PRE55URE 7REATE12 GIRDERS THRU ' O O I O I O I I O I I O BOL TED ON BOTH 5IDE5 TO NEW 10"DIA. FRE55URE TREATED WOOD P/LE5 DRIVEN TO REFUSAL, 5EE 5/7F PLAN AND STRUCTURAL FRAMING FOR MORE INFO. 6)R FA 3 X 5 CRO55 BRACING A5 PER PILE FDN PLAN REQUIREMENT5. OIL TOP OF 6RADE ELEV _ 5'—Q",+ V/,F. �-�- -I PAINTED G.D.X PLYWOOD 5OFFIT 5E6URED TO -I I I I I I I_ I -;III I-�Ii - I I I I I �-I II I I I I I I III-rI O�RAT PERIMETER O 1 PANE 5 A>D 12G0�;> FIELD ' I' III III I I I III I � - I I III IIIi-1-' III_ III-+—' ' I III I- „ PROVIDE MINIMUM(2) 3 DIA. VENTILATION 6RILLE5 J (W/56REENS) AT EACH END OF EVERY FRAMIN6 BAY FOR COMPLETE UNDERSIDE OF FINISHED SPACE i SECTION SCALE = 1/2"=1'-0" ED Aq„ PROJECT TITLE DATE: NSA PROJECT #: emschick Silverman Architects P.c. ��a ANFd;"% PROPO/ED RFz/IDFJ`ICE .. .the business of ARCHITECTURE." C� , ' scti AUGIyT 1, 2005 /yf� 04-1076 - - - - - 545 WILLIAMY15URG DRIVIl — - - — n�i SCALE DRAWING NO.: } „fOUT�IOLD, AY 75Derf tPthVLJ 1 11 LLLW 3 e oo a — _ `� �f/VOTED No.02:,Oc., Cutchogue, New York 11935 �TF _k� DISTRICT: SECTION: BLOCK LOT: DRAWN BY: Phone : 631-734-7007 Fax : 631-734-7347 www.ns-arch.com of N�� FLOOR PLAA /NRTH 1000 78 05 1t6 II I _ 1 i "COR A—VENT"RIDGE VENT(TYP) NEW 57ANDIN6 5EAM COPPER ROOF, 30 YEAR A5PHALT 5H/N6LE ROOF OVER I5#BUILOER5 FEL T OVER 112"G.D.X. OVER 15#BUILDER5 FELT OVER 112". PLYWD. 5HEATHIN6 G.D.X. PLYWD. 5HEATHIN6 ON RAF7ER5. UL APPROVED FLUE CONGEALED ALUMINUM IN57ALL ACCORDING TO FLA5HIN6 AT ROOF/ROOF MANUE 5PE65 $ N.Y.5. _ IN7ER5ECTION CODES. z NEW CRICKET AT CHIMNEY N 10'-0" 12 12 TOP OF RIDGE MIN. TO ROOF 5TRUGTURE 5 5 PROVIDE ALUMINUM 5TEP ELfY. + 32=0"f '0177)TH5E" 16E GUARD FLA5HIN6 FLA5HIN6 AT ROOF/CHIMNEY 2'--O" MIN © ALL ROOF EDCE5, H/P5, _ IWER5E6TION MEN GUL7URED STONE FACING AT VALLEY5, f ROOF OP65. CHIMNEY AND EXP05E7 FOUNDATION NN WALLS, PILE GAPS, ETC. A5 PER OWNERS 5ELEGTION. NEW ALUMINUM 6UT7FR5 AND LEADER5 TO 5PLA5H BLOCKS _ _� I L I I I 1 I I Il L 1 I -L11T I I AT GRADE - TYP/GAL FOR ALL VEN7F9 BEADBOARD lND i l ----- ------------ 50FFIT5, PA/N7E17 TO MATCH 11 7RIM. VENTING PANEL5 TO HAVE IN5E6T 5CREENIN6 TOP OF PLATES fLEV /q-I UZ PROVIDE $ IN5TALL NEW HANDRAIL5. RA/L5 TO BE MIN. 36"H/6H. BALU57ER / / \ I X l0 WD FA561A, 5HALL BE 5PA6E9 6" MAX 106 X / 105 Y 104 PAINTED WHITE(TYP. UON.) / . O 771 z �oaDoa�oa 77, Doa 77, �oa Doa�oa �oaDoa�oa mf TOP OF 55COND rLOOR CO ELEV. II=l 112" CA L....in. —n n n TOP OF PLATF5 m fLfV. lO'-O" JH N NEW TIJGSON 57YLE P057; PAINTED WH17E TO MATCH TRIM. (HB$C PERMA6A5T OR EQUAL) A / 102 D E N JIL LL �t TOP OF F/R57"FLOOR ELEV. O 1-0 1 LATTICE $ DECORATIVE 7RIM WORK. WOOD 57EP5 e RAIL5 TO CODE TOP OF GRADE(APPROX. - V.I.F) 5 ACH FRON7 ELEVA710N I PROJECT TITLE: DATE: NSA PROJECT : RED Aq W. ti-- �. PROPO./'ED RUIPLACE IVemschick Silverman Architects P.C. "...the business of ARCHITECTURE." --- — `� ���o n «,yn�� 545 WILLI�Mf P�URG DRIVE AUGIUT 1, 2005 /yVA 04-1076 SCALE DRAWING NO.: 735 DeerFoot Path %Nor ,/'OUT�iOLD, /YY j.� '> AJ /VOTED Cutcho ue New York 11935 Na.oz e 'l:` 9 � �' �� DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-5 Phone : 631-734-7007 Fax : 631-73�4-7347 www.ns-arch.com � OF NEB' i Al- FLOOR PLA/`I NORTH 1000 78 05 16 s II l 30 YEAR A5PHALT 5H/NGLE ROOF U.L APPROVED FLUE INSTALL OVER 15#BUILDER5 FEL T OVER 1/2" . ACCORDING TO MANUF 5PEC5 4 N Y.5. G.D.X. PLYWD. 5HEATHING ON RAF7FR5. I GODE5. '5I77JTHENE" lGF GUARD FLASHING ROOF CRICKET BEYOND. (✓IF) 2'-0"MIN. ® ALL ROOF EDGE5, H/P5, VALLEYS, ROOF OP65. NEW 5TANDING 5EAM COPPER ROOF OVER 15#BUILDER5 FELT OVER I/2" G.D.X. PLYWD. 5HEATTIIN6 12 12 ROOF RAFTER FLARE: R14 DIU5 A5 5 PER AR6H/7E6T: O cv TOP OF PLATES ELEV. l9'-I 1/2„ Fl._A5HIN6 FLASHING I X l0 WD FA5GIA, PAIN7ED WH/lF(1YP. UON.1 VENTED BEADBOARO AP Z AA 5OFFIT5, PAINTED TO MATCH TRIM. VENTING PANELS TO NEW INTEGRAL COPPER GUTTERS HAVE INSECT 56REENIN6 AND LEADERS TO SPLASH $$ GG 3L06K5 AT GRADE - TYPICAL cn FOR ALL TOP OF 5EGOND FLOOR ELEV. ll'-1 TOP OF PLATE5 ELEV 10=0" H H H FLASHING FLASHING PROVIDE $ INSTALL NEW M N HANDRAIL5. RAIL5 TO BE MIN. FLASHING 36" H16H. BALUSTER 5HALL BE WOOD FENCE AND WALK 5PA6ED 6 MAX. =icv O - O NEW 7UC50N 5TYLE P05T, PAINTED WHITE TO I MATCH TRIM. (HB$G K L PERMA6A5T OR EQUAL) � Boa TOP OF FIRST FLOOR FL.EV. O-0" LATTICE $ DECORATIVE TRIM WORK. IIIIIII Mill WOOD 5TEP5 $ RAIL5. TOP OF GRADE(APPROX. - V.I.F) ELEV. - 5-0"+ poll ;Tl NEW CULTURED 5TONE FACING AT NEN FOUNDATION5 AND FOOTINC75 CHIMNEY AND EXF05ED FOUNDATION A5 PER 5TRU6TURAL DRAWINGS. WALL5, PILE 6AP5, ETC. A5 PER OWNER5 5ELEGTION. 6H7 ELEVA710N SCALE -f PROJECT TITLE ]DATE: NSA PROJECT #: Nemschick silvermen Architects P.c. ED AR AUGIl/T 1, 2005 /YJ� 04-1076 " the business of ARCHITECTURE." �5 W 'F4f - — - - — — � ,<<� Sc� 545 WILLIAM, 'bURG DRIVE .�. �. 4z 1 1, �� fOUTi�OLD, NY SCALE DRAWING NO.: 735 Deerfoot PathkLl— LZLPJW ,�,'J i '' A/ /YOTMD orf Cutchogue, New York 11935 N o oe� �t� 11 yT yJ, DISTRICT: SECTION: BLOCK LOT: DRAWN BY: Phone : 631-734-7007 Fax : 631-734-.7347 www.ns-arch.com F pF Nara FLOOR PL�/`i NORTH 1000 78 05 16 u i i CONCEALED ALUMINUM FLA5H/N57 AT ROOF/ROOF IN7ER5E6T1CN 'GOR A-VENT"RIDGE VENT(T)"P.) NEW 5TAND/N6 SEAM COPPER ROOF, 50 YEAR A5PHAL T SHINGLE ROOF OVER 15#BUILDER5 FELT OVER 1/2"G.D.X. OVER /5#BUILDERS FELT OVER 1/2". FLYWD. SHEATHING G.D.X. PLYIND. 5HEATHIN57 ON RAFTERS. U.L APPROVED FLUE INSTALL B/TUTHENE 16E GUARD FLASHING ACCORDING TO MANUI= SPECS n u 2'--O"MIN. ALL ROOF EDGES, H/P5, N.Y.S. CODE5. VALLEY5, ROOF OPG5. o Z 12 12 NEW CRICKET A T CHIMNEY NEW lN7EGRAL GOPP TOP OF RIDGE N ,I O-O ER GUTTERS MIN. TO ROOF STRUG7URE �5 PROVIDE ALUMINUM 5TEP AND L.EADER5 TO 5PLA5H ELEV + 32=0"t FLA5HIN57 AT ROOF/CHIMNEY BLOCKS AT GRADE- TYPICAL NEW CULTURED 5TONE FACING AT INTERSECTION FOR ALL CHIMNEY AND EXF05ED FOUNDATION WALL5, PILE CAPS, ETC. A5 PER ROOF RAFTER FLARE: RADIUS A5 OWNERS SELECTION. PER ARCHITECT. Ll 1 L1,,,LL-Lj ILL LIL LI LIB_ 1 VENTED BEADBOARD hD 5OFFl T5, I X lO ND FASCIA, PAINTED , PAINTED TO MATCH TRIM. VENTING WHI7F(TYP UON) PANELS TO HAVE IN5E6T SCREENING TOP OF PLATES ELEV. lq=l 112" PROVIDE INSTALL NEW HANDRAILS. RAILS TO BE M/N. 36"H/6H. BALUSTER I m m 5HALL BE 5PACE0 6"MAX. DD EE FF GG 5TONE CHIMNEY GAP. Lul- I O , m O %I TOP OF 5EC0ND FLOOR m ELE! ll'-1 l/2" TOP OF PLATES ELEV. I i i e O TOP OF FIRST FLOOR LLL—=—j\j ELEV. O'--O" NEW FOUNDATIONS AND FOOTINGS A5 PER 5TRU6.7URAL DRAWIN65. NEW CULTURED STONE PAGING AT CHIMNEY AND EXPOSED FOUNDATION WALL5, PILE GAP5, ETC. A5 PER OWNERS SELECTION. TOP OF GRADE(APPROX. - V I.F.) A5 PER 5TRZ7URAL DRAHIN53. NEW FOUNDATIONS AND FOOTINGS ELFV -. v 3-0'- �: :. , . . LATTICE $ DECORATIVE TRIM WORK. I EXTERIOR 5HOIAER "HUT'- (TYPICAL). SCALE PROJECT TITLE DATE: NSA PROJECT #: Eo aq PROPQ/'r-D RF/1DCA w. NFL, AUGI�/'1" 1, 2005 /YJA 04-1076 emschick Silverman Architects P.C. ��a �y� the business of ARCHITECTURE. 545 WILLIAMf BURG DRIVE-- - % R b n���� fOUTI�OLD, /YY SCALE DRAWING NO.: 735 Deerfoot Path _ (* ,_.=� / z, Af AOT1D Cutchogue, New York 11935 No.02K23 yam` DISTRICT: SECTION: BLOCK LOT: DRAWN BY: Phone : 631-734-7007 Fax : 631-734t-7347 www.ns-arch.com OF NEB FLOOR PL�/`i /YORT� 1000 78 05 16 II � I i U.L APPROVED FLUE INSTALL AGGORDING TO MANUF 5FE65 $ N Y.5. CODES. NEW 5TANDING 5EAM COPPER ROOF, OVER 15#BUILDER5 FEL T OVER 112"G.D.X. NEW CULTURED 5TONE FACli AT FLYWD. 514EATHING CHIMNEY AND EXP05ED FOUNDATION WALLS, PILE GAPS, ETC. A5 PER OWNERS 5ELE6TION. ROOF CRICKET BEYOND. (VlF) ROOF RAFTER FLARE' RAiDIU5 A5 12 12 'BITUTHENE" ICE=GUARD FLA5HING PER ARGHITEGT. -{- 5 I 5 2'-O" MIN g ALL ROOF EDGES, HIPS, VALLEYS, ROOF OP575. c� UJ TOP OF PLATES NEW INTEGRAL COPPER GUTTERS AND LEADERS TO SPLASH FLASHING �� I9_I 1121, BLOCK5 AT GRADE - TYPI�GAL —FLf�5HIN6 FLSHIN6 FOR ALL I X l0 WD FA561A, PAINTED WHI TE(TYP. LION) HH 212 0,ij LL MM - O WOOD DECK GUARDRAIL LAGGED PROVIDE $ INSTALL NEW TO NEW STRUCTURE �K) HANDRAILS. RAILS TD BF ooa Boa Doa SHALL BE 5PAGED 6' AX.M NEW TU65ON 5TYLE PILA5TER, m PAINTED WHITE TO MATCH TOP OF SECOND FLOOR TRIM. (HB$6 PERMAGA5T OlR ELEV /P--/ 112" EQUAL) - TOP OF FLATE5 EL ,4 H I N F H �ELEV. WOOD FENCE AND WALK 5 VENTED BEADBOARD HD 5OFF/T5, PAINTED TO MATCH TRIM. VENTING PANEL5 TO HAVE IN5E6T 5GREENING O 105 - t EW T U650N 5TYLE P05T PAINTED WHITE TO T U MATCH TRIM. (H3$6 PERMACA5T OR EQUAL) TOP OF FIRST FLOOR ELEV O=0" r Nip NEW FOUNDATION5 AND FOOTIN65 A5 PER 57RUCTIURAL DRAWINGS. TOP OF GRADE(APPROX. - V.I.F) ' ELEV. - 5-Q"f LEFT 51r:�E ELEIATION 6�emschick Silverman Architects P.C. ��aEo A9cy PROJECT TITLE rAUGQ/T E: NSA PROJECT '". .. �� h'F;Sc�\� PROPOf ED R�./'IDF_/`ICE: 1, 2005 /Yf� 04-1076 the business of ARCHITECTURE." —- - - 545 WILLIAMf BURG DRIVE SCALE DRAWING Na: I rl U ILW 735 Deerfoot Path _ �� �� A/ /VOTED Cutchogue, New York 11935 �� No.02902S yo, DISTRICT: SECTION: BLOCK LOT: DRAWN BY: �8 j Phone : 631-734-7007 Fax : 631-734-�7347 www.ns-arch.com OF NEB FLOOR PLA/`i /YORTm 1000 78 05 16 ® ® � L) L� NA I L I N6 SGt I�UL ( X '05Ui: II�II l I.D. MANUFACTURER MODEL R.O. REMARK5 I.D. MANUFACTURER MODEL R.O. REMARK5 NO. TYPE UNIT DIMENSION MATERIAL FRAME REMARKS NUMBER OF NUMBER OF JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING A MARVIN OR EQUAL CUDH26634 2'--8 3/6"X 6'-4 7/6" W10" TRAN50M AA MARVIN OR EQUAL GUDH2434 2'-6 3/6"X 6'-4 7/0" l0/ -HINGED -L.K.R./l?H.R. (2)3'-0"x 6'-B" FRENCH GLAD WOOD 6LA55 PRE40NG GLAD IN 07FAMSOM f� R A M I N B MARVIN OR EQUAL - SEE DR BELOW FOR WIDTH BB MARVIN OR EQUAL GUDH2Ol6 2'-2 3/6"X 3'-6 7/6" G MARVIN OR EQUAL - SEE DR BELOW FOR WIDTH GG MARVIN OR EQUAL GUDfl20/6 2'-2 3/8"X 3'-8 7/8" 102 PR- HINGED -L.H.RIF_H.R (2)3'-0"x 6'-8" FRENCH GLAD WOOD 6LA55 PRE-hWC-GLAD H115"TRAN50M RAFTER TO TOP PLATE (TOE-NAILED) 3 - ad 3 - IOd PER RAFTER " l03 H/N6ED- RH. 3'-O"x 6'-6" FRENCH WOOD 6LA55 PRF HUNG WOOD EXTERIOR GRADE FIN15H CEILING J015T TO TOP PLATE (TOE-NAILED) 3 - ad 3 - IOd PER J015T D MARVIN OP.EQUAL GI1DH21634 2'-6 3/6"X 6'-4 7/6 W/18" TRAN�M DD MARVIN OR EQUAL GUDH2O18 2'-2 3,�8"X 3'-B 7/E" , „ „ " 104 HINGED - RH 3'-O"x 6'-6" FRENCH WOOD 6LA55 PRE-HUNG WOOD CEILING JOIST TO PARALLEL RAFTER (PAGE-NAILED) (HEEL JOINT) E MARVIN OR EQUAL CUDH2•434 (3)2-6 3/6 X 6,''-4 7/6 Me T RAM50H EE MARVIN OR EQUAL CIVH2430 2-6 5A5 X 5-6 7/6 MO 7 RAN50M RAFTER 5LOPE: 3:12 22 - 16d 22 - 40d 4:12 17 - 16d 17 - 40d F MARVIN OR EQUAL CUPH26634 2'--8 3/6"X 6'-4 7/6" W/I6" TRANSOM FF MARVIN OR EQUAL CUDH2430 2-6 3/6"X 5'--O 7/6" W/l8" TRAN50M 105 PR -HINGED-L.H.R/RHR (2)2'4"x 6'-6" FRENCH WOOD 6LA55 PRE-HUNG WOOD EXTERIOR GRADE FIN15H 5:12 14 - Ibd 14 - 40d EACH LAP 1:12 10 - 16d 10 - 40d 6 MARVIN OR EQUAL - 5,F-EDR BELOW FOR WIDTH 66 MARVIN OR EQUAL CUD1120/6 2'--2 3/0"X 3'-6 7/5" 106 HINGED - R.H. 3'-O"x 6'-6" VINYL GLAD/GLA55 PRE-HUNG WOOD H1 EXT GRADE FIN15H MTL. 5GREEN DR. a:12 AND GREATER b - Ibd 8 - 40d $ l6" TRANSOM H MARVIN OR EQUAL SEE DR BELOW FOR WIDTH HH MARVIN OR EQUAL GUDH2O16 2'-2 3/6"X 3'-6 7/0" l07 HINGED -L.H.R. 50LID GORE MA50N1TE PRE HUN6 WOOD CEILING J015T LAPS OVER PARTITION (FACE-NAILED) 2'-6"x 6'-6" RAFTER 5LOPE: 5:12 22 - Ibd 22 - 40d : J MARVIN OR EQUAL CUDH266.34 2'--6 3/6"X 6'-4 7/6" W/l6" TRANSOM JJ MARVIN OR EQUAL CUDH2O16 2'--2 3/6"X 3'--6 7/0" l06 HINGED - PH. 2- 6 b"x '--6" 50LID GORE M45ON17F PRE HUN6 WOOD 512 1-1 - Ibd 1-7 - 40d 5:12 14 - 16d 14 - 40d EACH LAP 7:12 10 - Ibd 10 - 40d K MARVIN OR EQUAL CUDH26654 2'--6 3/6"X 6'-4 7/6" W16" TRAN50M KK MARVIN OR EQUAL CUDH2O14 2L2.316"X 3'-O 7/6" /04 HINGED - RH 2'--6"x 6'-6" 50L0 GORE M45ONI7F PRE HUNG WOOD cl:12 AND GREATER a - Ibd & - 40d L MARVIN OR EQUAL CUDH26654 2'--6 3/6"X 6'-4 7/6" W//6" TRANSOM LL MARVIN OR EQUAL CUDH2O16 2'--2 3/6"X 3'--6 7/6" //0 HINGED -R.H.RZ 2'-6"x 6'-6" 50LID CORE M45ON/7E. PREHR/NG WOOD COLLAR TIE TO RAFTER (FACE-NAILED) RAFTER SLOPE: 3:12 7 - IOd 7 - 12d M MARVIN OR EQUAL C100026 3'--O 3/6"X 5-4 7/6" MM MARVIN OR EQUAL CUDH2O16 2'--2 3/8"X 3'--6 7/0" 4:12 6 - IOd ib - 12d N MARVIN OR EQUAL CUDH3c�26 3-O 3/6"X 5'-4 7/6" NN MARVIN OR EQUAL CRT64/7 T--1"X l'--515/l6" MOTOR/ZED ,2O1 H/NGID-L.H 2'-6"x 6'5" 50LID GORE M45ON17F PRE HUNG WOOD 6:12 AND GREATER 4 - IOd -4 - 12d PER TIE O MARVIN OR EQUAL CUDfOOO 2'-2 3/6"X 3'--6 7/6" 00 MARVIN OR EQUAL CIRT6417 T-l"X 1'--5/5176" MOTORIZED 202 HINGED - PH. 2'-6"x 6'-6" SOLID CORE MA50NITE PRE--IUNG WOOD BLOGKING TO RAFTER (TOE-NAILED) 2 - ad :2 - IOd EACH END P MARVIN OR EQUAL CUDH2O14 2'--2 3/6"X 3'--O 7/6" PP MARVIN OR EQUAL WAWN2420 2-/" X/'-6 9//6" 203 HINGED-L.H. 2'-6"x 6'-8" 50LID GORE M45ON/7E PRE4VN6 WOOD RIM BOARD TO RAFTER (END-NAILED) 2 - Ibd 3 - 16d EACH END Q MARVIN OR EQUAL CUDH21014 2'-2 3/6"X 3'--O 7/6" 204 PR -HINGED-RH 3'-O"x 6'-6" FRENCH WOOD 6LA55 PRE4VN6 WOOD W/EXT. GRADE FIN15H M7L. 5CREEN DR IN A L L F R A M I N G R MARVIN OR EQUAL CUDH2P016 2'--2 3/6"X 3'-6 7/6" 205 PR - HINGED-L.H 3'-O"x 6'-6" FRENCH/HOOD 6LA55 PRE4VN6 WOOD W/EXT. GRADE FIN15H MM. 5CRREEN DR. TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d I :2 - 16d I PER FOOT 5 MARVIN OR EQUAL SEE DR BELOW FOR WIDTH 206 PR -HINGED-R.H 3'-O"x 6'-6" FRENCH WOOD GLA55 PRE-HUNG WOOD H/EXT. GRADE FIN15H M7Z. 5CRREEN DR TOP PLATES AT INTER5EGTION5 (FAGE-NAILED) 4 - Ibd 5 - 16d JOINTS -EACH 51DE T MARVIN OR EQUAL 09H00/4 2=2 3/5"X 3'-O 7/6" W/l6" 7RAN50M 207 PR-HINGED-L.H 3'-O"x 6'6" FRENCH WOOD 67LA55 PRE4VN6 WOOD W/EXT. 6R4DE FIN15H MTL. 56REEN DR STUD TO STUD (FAGE-NAILED) 2 -16d 2 - 16d 24" O.G. U MARVIN OR EQUAL CUDH2014 2'2 3/6"X 3'-O 7/6" W/I6" 7RAM50M 206 HINGED - RHR 2'-6"x 6'-6" 50LID GORE MA50NITE PRE HUN6 WOOD HEADER TO HEADER (FAGE-NAILED) 16d 16d 16" OG ALONG ED6E5 V MARVIN OR EQUAL 5EEDR BaOW FOR WIDTH 20y HINGED-L.H.R. 2'-6"x 6'-6" SOLID GORE MA50NITE PRE-HUNG WOOD TOP OR BOTTOM PLATE TO 5TUD (END-NAILED) 2 - Ibd 2 - 40d PER STUD W MARVIN O4 EQUAL GUDH2-434 2'-6 3/8"X 6'-4 7/6" HINGED-L.H. 2'-6"x 6'-6" BOTTOM PLATE TO FLOOR JOIST,BANDJOI5T, ENDJO15T OR BLOCKING 2 - 16d 1,2 :2 - Ibd 1,2 PER FOOT 2/0 SOLID CORE MA50NITE PREHUNG WOOD (FACE-NAILED) X MARVIN OR EQUAL CUDH2434 (3)2'-6 3/6"X 6'-4 7/6" 211 HINGED -L.H.R. l'--5"x 6'-6" A 50L117 GORE MA50NITE PRE HUNG WOOD F L O Q R A M I N G K MARVIN OR EQUAL CUDH2434 2'6 3/6"X 6'-4 7/6" 212 HINGED-L.N. 2'-6"x 6'-6" 50LIP CORE M450N17E PRE HUNG WOOD J015T TO 51L.L, TOP PLATE OR 61RDER (TOE-NAILED) 4 -8d 4 - IOd PER J015T Z MARVIN OR EQUAL CUDH2,434 2Lb 5/6"X 6'-4 7/6" 213 HINGED -R.H.R. I'-6"x 6'--6" 50L1D CORE M45ON17E FRE-HUNG WOOD BRIDGING TO J015T(TOE-NAILED) 2 - ad 2 - IOd EACH END 214 HINGED - R.H. 2'-6"x 6'-6" 50LID CORE M450N17E PRE-HUNG WOOD BLOCKING TO J015T (TOE-NAILED) 2 - ad 2 - IOd EACH END NOTES: 215 HINGED - R.H.R. 2'-6"x 6'6" SOLID GORE MA5ONRTE PRE-HUNG WOOD BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d 4 - 16d EACH BLOCK 216 HINGED-L.H.R. 2'--6"x 6'--6" 5OL1D CORE 1-050WE PRE-HUNG WOOD LEDGER 5TRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - Ibd EACH JOIST ALL WINDOWS 5HA1 L INCLUDE INSECT 5CREEN5, FACTORY HEAD AND 5EAT BOARD5, AND FACTORY EX7EN510N JAM55(IF REQUIRED). HINGED-L.H.R. 2'6"x 6'-6" VINYL GLAD/GLA55 EXTERIOR GRADE FIN15H 1015T ON LEDGER TO BEAM (TOE-NAILED) 3 - ad 3 - IOd PER J015T WINDOW "M"d 'N"MEET THE RREQUIREMENT5 OF THE RE5/DENTIAL BUILDING CODE OF N.Y.5. FOR EMERGENCY ESCAPE 2/7 PRE-HUNG WOOD ALL GLAZING WITHIN l6"OF THE FIN15FlEO FLOOR 5HAL.L BE TEMPERED GLA55 A5 PER NY5 CODE- BAND J015T TO J015T (END-NAILED) 3 - 16d 4 - 16d PER J015T VERIFYW/TH MANUFACTURER FOR 5PE61F/6 REQUIREMENTS PRIOR TO ORDERING WINDOW5. BAND J015T TO 51LL OR TOP PLATE (TOE-NAILED) 2 - 16d 2 - 16d PER FOOT 5TRUGTURAL PANELS: PANEL INTERMEDIATE ED6E5 5UPPORT5 CLIMATIC Grz06RAf=H 1 G Z7r=51 Gil CR 17ER I A INTERIOR ZONE ad IOd 4" 6" PERIMETER EDGE ZONE 5 ad IOd 4„ 4" 7 GROUND WIND 5EI5MIG SUBJECT TO DAMAGE BY WINTER ICE 5HIELD GABLE ENDNALL RAKE WITH LOOKOUT BLOCK ad IOd 5NON (SPEED IN DE516N DE5I6N UNDERLAY- FLOOD 4 4 WEATHER- FR05T LINE MENT HAZAR05 ROOM LIGHT (5%) \/ENT (4%) LOAD MPH) CATEGORY ING DEPTH TERMITE DECAY TEMP. REQUIRED G I L I N G 5 �"'I' � A T H I N G ROOM NAME AREA N/A PER MOD. TO SLIGHT TO GYPSUM WALLBOARD 5d GOOLER5 5d (GOOLER5 7" EDGE / 10" FIELD REQUIRED PROVIDED REQUIRED PROVIDED 45 PSF 120 R 50122 E5EVERE 3'-0" HEAVY MODERATE IIi8 YE5 N/A 1/ IALL SHEATH I N G MUD ROOM 106.36 6.66 /253 4.33 7.16 STRUCTURAL PANEL5MARLBOARD PANEL INTERMEDIATE A I L I I �t G I�l O TF. ED6E5 5UPPORT5 DINING ROOM/KITGHL7J 354.4E 26.35 6624 /4.17 37.90 INTERIOR ZONE ad IOd 4" 6" GREAT ROOM 213.09 17.04 7720 6.52 3223 I. NAILING REQUIREMENTS ARE BASED)ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL 4' EDGE ZONE ad IOd 4" 6" SHEATHING 15 NAILED 3" ON CENTER:AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR GAPAGITIE5,NAILING REQUIREMENTS 5TUD)I/GI/E5T 105.73 6.45 36.91 422 16.45 FOR STRUCTURAL MEMBER5 SHALL EBE DOUBLED, OR ALTERNATE GONNEGTOR5, SUCH A5 5HEAR PLATES, 5HALL BE U5ED FIBERBOARD PANELS: TO MAINTAIN THE LOAD PATH. 7/16 6d 3 - 3" EDGE/6" FIELD 1 MASTER BEDROOM 237.73 /9.0/ 63.60 9.50 21.32 2. WHEN NALL 5HEATHIN6 15 GONTINUOLU5 OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAIL5 SHALL BE 25/32' ad 3 - 3" EDGE/ 6" FIELD BEDROOM NO. l 142.59 /1.40 37.50 5.70 /LOO PERMITTED TO BE REDUCED TO I - 116d PER FOOT. 6YP5UM WALLBOARD 5d GOOLER5 5d (GOOLER5 'T" EDGE / 10" FIELD 3. CORROSION RE515TANT II GAGE ROCOFIN6 NAILS AND 16 GAGE STAPLES ARE PERMITTED;CHECK IBC FOR ADDITIONAL BEDROOM NO. 2 /36.66 10.95 26.56 5.47 17.36 REQUIREMENTS. PARTICLE BOARD PANELS ad ad 5EE MANUFACTURER 4. ALL QUANTITIES ARE BASED ON 16" OC 5PAGIN6 FOR RAFTER-5, J015T5 AND 5TU05. NOTE• 5. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 51DE OF THE F L p p R 5 H E A T H I N G ROOF PEAK, THE 4 FOOT PERIMETER E06E ZONE ATTACHMENT REQUIREMENTS SHALL BE U5ED. ROOMS WILL HAVE BOTH ARTIF161AL LI16HT AND MECH. VENTILATION IN ADDITION TO NATURAL L16HT AND VENT PROVIDED. 6. FOR WALL SHEATHING WITHIN 4 FEETr OF THE GORNER5, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENT5 5HALL BE U5ED. 5TRUGTURAL PANELS: ALL AREAS SHOWN ABOVE ARE IN SQUTARRE FEET. I" OR I F55 ad IOd 6" EDGE / 12" FIELD GREATER THAN I" IOd 16d 6" EDGE / 6" FIELD 1 PROJECT TITLE DATE: NSA PROJECT #: Ilemschick Silverman Architects P.c. A,51 ��aED A,gCy PROPOf�D R�/'IDL/YCE: ". ..the business of ARCHITECTURE." 5 o w ti' �� �UGI�/T 1, 2005 NfA 04-1076 545 WILLIAM_f 5URG DRIVE 735 Deerfoot Path LJ �. n fOUTNOLP, IV SCALE DRAWGVG NO.: TAG[ - A_f/'YOTCD Cutchogue, New York 11935 T No.a29oe3 y� DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631-734-7007 Fax : 631-734-7,347 www.ns-arch.com OF N � A- 9 FLOOR PLA/`I /YORTti 1000 78 05 16 I II � (2)I-3/4'X lb'LYL R06f " OF NH RAFER L-7 S/DE ANCHOR BOLT PLACB ENT SEE CONTRACT I � 2X10R., 0,1 v �+S lO G.L A 6 O.G. p . . . .d.:_. _. . H2 fRRIGAIE GlP®!6' TOR . .v. . . . . . . . .351M�NGOJ�Gl :v. ' x 11-7/8'NCR05 v 51LL PLATE 5EE PLAN FOR 50 TYPICAL. GONG.no.WALL . . 0 ® RIflG� a�T!•kIL FLOOR GONN�GTION fl�Tf�IL Qf��T�1Z/TOf� 1=LAkT= GONN�GTION a�TAIL PLf�N ® GORN�1a-�aN_ Simpson Strong—Tie CC046 Use every other nail hole CUT in a row to provide the LENGTH MIN.6' code—required minimum ° END HGLDMAN SEE CONTRACT center—to—center LENGTH edMAILs DRAWING5 > spacing for nails ® aG• _ Z / O o GGriR1ACVU5 5/MP5ON - - — — 51MP50N L5TA-36 806E 12NT U1 } H2 HURRICANE (CLEAR *.EACH RAFTS O Q _ _ CLIP®l6' FRhM1N6 (CLEAR SPAN ZeU wD6E 1 � � O Fr7l.I"IDATION 2X100V _ a ° O AO 51�5 P G�PLAN a °a. 8O'NAILS TYPICAL ® O.G. END Provide minimum 7" LENGTH I d. end distance Equal number of specified nails rl in each end I Simpson Strong—Tie Simpson Strong—Tie CS Coiled Strap ABA44 (ABA66 SIMILAR) RII�6� fl�TAIL L0,4L7 Pf�,Ti-1/�LOOf� �Rf�MINC� 7��T,41L 1Z�k�'7'T=R/TOP T�L,o."t"� GONN�GTION fl�T�IL QL�.N � GORN�R-PR/-�ME o ° ° PROVIDE DOUBLE 5TUD®EACH TIE DOWN HURRIGAI� 5TRAP @ l6"� . ® GH NCHOR 4X4 N00D S1MP�N N-3 BOLTS 51MP50N H72A 4X4P05 ® G. 2J 6 5R ATE BOLT 5/MP50N 5/8"0 THREADFD ROD _ l/2"�THRU GNW 5/8' BOL75 G NUT DOUBLE A5T ,q� ®PG�✓T(GCE (Z)10 5 /� �) NAILS EACH PLATE) EACH FLATV r 5/8"d ANCHOR BOLT DE EA.51DE1 $/8" ANCHOR BOLT 1 ®4'O.G.OM 5T0RY 1f0115EJ m"p J4 0 6'O.G.(OAE 5TORY HaI5, ) ®6'O.G.(ONE STORY HOL50 ®4'OG.(IN0 5TORY Nlil)5F) 5/MP5GNJ F1344 °o• 02 oc. a.a 51MP50N 5W O ANCHOR BOLT P05T BA5E :a UZIO ®4'O.G.(7W 5TORY H26E) e Simpson Strang-Tie H6R.®l6' ®6'O.C.0E5TORYH0U5E) HD2A Simpson Strong—Tie H TT22 f�ORG+-4/fl�G1G/i-+OUS'= GONN�GTION D'=Tt41L QOf2G1-I/n1=GK/rIOIBT GONN�GTION fl�T?.IL FOUNDATION WALL/1=LOOFZ 1=i�f4MING a�Tf�IL t4LT�RN6�T "ME 2(24NN DET�.IL 57A I;)Al Z� 57R-AFFIN67 CONNECfiIO P fiAIL5 SCALE = 1/2"=1'-0" Nemschick Silverman Architects P.c. "RED Aj o PROJECT TITLE DATE NSA PROJECT #: ".. .the business of ARCHITECTURE." ��� era w h'F PROPOfED RF�IDE/YCE R` AUGLY1 1, 2005 IIfs, 04_1076 545 WILLIAMf BURG DRIVE I'.: ._'.xr�� SCALE: DRAWING NO 735 DeerFoot Path (*") U ;�` �: J'OUTHOLD, /NY 1) I - Af/VOTED o�� « Cutchogue, New York 11935 j.020 yam, DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631-734-7007 Fax : 631-734-7347 www.ns-arch.com of NEB LF I• FLOOR PL�/`I NORTN 1000 78 05 1611 II 6 -4155REV/A 7/OM5 C 086 7RUC 7/0A/ NO 7E5 A. AREA Q7Y. QUANTITY SYMBOL L� SGI�II�T/ON SYMBOL �B�G I�r/ON A.B. ;ANCHOR BOLT PAD. RAD05 A.G.I. AMERIGAN R.D. ROOF DRAIN CONCRETE REGPT. RECEPTACLE A.O.A. AMERRICA N5T16ANS WITH PE1NF REINFORCING - DI3ABILITIE5 ACT DIV. DOWN GENERAL NOTES SECTION ELEVATION DR. DOOR X _ ADH f�DHESIVE l A6- SEE X TAG- SEE A.FF: ABOVE DTI. DETAIL 1. ALL WORK l5 TO CONFORM TO THE RULES AND RE6ULATION5 OF THE 22. CONTRACTOP TO REMOVE ALL DEBRIS CREATED BY THI5 WORK FROM THE 23. PROVIDE POCKETS IN WALL FOR COL UI-IN5, BEAMS AND SLABS. /0. ALL CONGEALED 5PAGE5 IN WOOD FRAMING SHALL BE FIRE5T PP DWG. DRAWING O ED WITH X-X DW6. AS DWG. AS FINISHED FLOOR LOCAL BUILDING DEPARTMENT AND THE NY.5. BUILDING GON5RRUCTl01N 51TE AND D15POSE OF IN A LE6AL MANNER ON A WEEKLY BA5/5 OR MINIMUM BEARING ON WALLS O'� BL=A. ,5: 4"FOP 5LAB5, 8 FOP BEAMS, NOTED NOTED ALT. AL TERNATE DWLS. DOWELS WOOD BLOCKING AGGUR'ATELY FITTED TO FILL THE OPENING AND ARRANGED I EA. EACH CODE NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED SOONER /F CONDITIONS WARRANT. U.O.N. AL./ALL7�. ALUMINUM TO PREVENT DRAFTS FROM MOVING FROM ONE SPACE TO ANOTHER. E.l.F5. EXTERIOR A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN 24. TOP ELEVATION OF SLABS 5HA:-L t AP1'AGGOROIN6 TO FIN15H FLOOR ANOD. ANODIZED INSULATION ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. 23. AT THE COMPLETION of WORK, THE 51TE l5 TO BE CLEARED of ALL ,_ 1/. PROVIDE BR051N6 8'-0'"o.c. MAX(SOLID OR GRO55 BRIDGING). MATERIAL. 5EE APGHITECTURAL .?FAA1N3S. FINISH TA6 A.N.S.;. AMERIGAN FlNlSN SYSTEM DEBRIS AND EXCESS MATERIALS. THE FACILITY l5 TO BE LEFT BROOM SEE FINISH TA6 SEE S NATIONAL ELEG./ ELECTRIC/-AL 2. ALL ELEG7R/GAL WORK TO BE FIRE UNDERWRITERS INSPECTED AND GLEANED AND WORK l5 TO BE COMPLETED r0 THE TOTAL SAT/SFACT/ON 25. IN ANY APPROVED GONSTRUGlio�'v ,JOINT, PROV/DE 2'X 4"KEY M/N. AND 24 2• NOTCHES OR HOLES FOR' P/PING ETC. /N ST1?UGTURAL , RAM/N6 MEMBERS X DW6. AS X_X LE6END a STANDARDS ELECT. _ SHALL NOT BE PERMITTED. CEILING? FIN. INSTITUTE APPROVED. 5U5M1T GERRIFIGATE TO OWNER UPON RECEIPT. OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. BAR DIAMETER LAP(16' MIN.)OF F r_iN ORGIN6, EXCEPT FOP 5LAB5 ON X-X NOTED LE6END APPRG;i', APPROXIMATE ELEV./EL. ELEVATION 6RADE. ENC. EN6/NEEP/ED 24. THE ARCHITECT HAS NOT BEEN RETAINED FOR ADMINISTRATION OF THE 13. DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE JOISTS. ARCH ARCHITECT/ 3. ELECTRICAL GoNTRAGTOR To VERIFY ELECTRICAL SERVICE AND PARCEL -l'aAL EQ. EQUAL CONSTRUCTION OF THI5 PROJECT. 26, SLAB ON 6RADE SHALL BE PCUPrD IN STRIPS. GON5TRUCT/ON C CONTROL FOR ADEQUACY/N PROVIDING NEW ELECTRICAL INSTALLATIONS AS J01NT5 SHALL HAVE A MAXIMUM �T',�GlN6 OF 30'-0"IN ETHER DIRECTION. 14. ALL FLOOR AND SKYL16rHT OPENIN55 ARE To BE FRAMED WITH DOUBLE PwMB I NE) AV6. AVERAGE EQUIP. EQUIPMENT SHOWN ON THE PLANS. GP6RADE, SERVICE, METER AND PANEL A5 MArY 25. CONTRACTORS SHALL COOPERATE WITH ALL OTHER TRADES AND WHERE MAXIMUM AREA OF POUR SHALL %jF 2%Oo 5Q. FT. HEADERS AND TRIMMERS FULLY JOJNED WITH STEEL BRIDGES OR "TEG05". AGGESSORIES B.O. BOTTOM OF ETC. ETCETERA BE REQUIRED. REQUIRED INSTALL ALL BUILT-IN WORK, SLEEVES, INSERTS, ETC., AS ELEVATION TAG- SEE BD. BOARD EX13T. EXI5TING 1-5• To ELIMINATE THE HAZApD OF M0I5TUPE GONDEN5ATION IN GOLD WEATHER, X-X REQUIRED FOR A COMPLETE JOB. 27. ALL WALL AND PIER FOORIN'6� ��:=1�_L BE MINIMUM I2" THICK AND PROJECT BENGHMARK AGGESSOR I ES BLD6. BUILDING EXP. EXPOSED AND TO PERMIT THE ESCAPE OF HEAT IN HOT WEATHER. VENTILATION OF 4. ALL PLUMBING WORK TO BE IN STRICT ACCORDANCE W/TH N.Y.S. GODS 6"MINIMUM BEYOND ALL FACES OF GYALL5 AND PIERS UNLESS OTHERWISE LE6END B.F.F. BACK FLOW EXT. EXTERIOR ATTIC AND GRAINL SPACES 15 REQUIRED. BLOCKING AND BR1D6/N6 SHOULD PREVENTOR FD. FLOOR DRAIN AND ALL APPLICABLE LOCAL REGULATIONS. 26. SEE N.Y.S. BUILDING CONSTRUCTION GORE MANUAL FOR REQUIRED WOOD NOTED.BLK. BLACK FDN. FOUNDATION FRAME NAILING 56HEDULE. BE ARRANGED 50 A5 NOT TO INTERFERE WITH THE MOVEMENT OF AIR. EXTERIOR BLKC-. BLOCKING FIN. FIN15H 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE LE. GONTRA6TOR.5 20. GROUT USED SHALL BE NON-FERP'0J5 NON-SHRINK 6ROUT BY IN-PAKT AND 16. ALL CATHEDRAL CEILINGS SHALL HAVE CONTINUOUS VENTILATION FROM DOOM FINISH TA6- BR6. BEARING FIXT. FIXTURE LIABILITY WOPKMANS COMPENSATION, COMPLETED OPERATIONS, ETC.. SHALL ATTAIN A STRENGTH OF.2,•.,?! PSl IN 7 DAYS. EAVES TO RID6E. 5/ZE 1kV5ULATlON AGCOPDlN6LY. PROVIDE 3/4"dia. VENT BTM BOTTOM FLF. FLOOR CONCRETE ROOM SEE EXT. ADEQUATE FOR THE PURPOSES OF THI5 PROJEC T AND FURNISH PROQTF OF HOLES AS NEEDED THPU SKY l HT FP NUMBER ❑X BTN. BE FRZ FREEZER L 6 AMlN6 TO MAINTAIN CONTINUOUS MATERIAL SAME TO THE OWNER PPIOP TO COMMENCING WITH WORK. 29. ALL SLAB TEMPERATURE REh"vt=Or_-EMENT TO BE FIBEPMESH CONCRETE VENTILATION. X X X FT. FEET/FOOT TA6 GAB. GAt3/NET � , LE6END/SITE I. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE REINFORCEMENT AS MANUFAGTIk_,. !-2,�'FIBERMESH CO. OF APPROVED FTC. FOOTING 6.6.F COMPACTED 6A. 0AGE/6UA6E 6. EACH 5UB60NTRACTOR SHALL SUBMIT A COPY OF HIS INSURANCE AMERIGAN CONCRETE INSTITUTE A.G.I. 516 LATEST EDITION. EQUAL. M11IN5 AND PLACEMENT ; A;-L BE IN ACCORDANCE To lZ DOUBLE JOISTS UNDER EINTIRE BATHROOM AREA UNLE55 OTHERWISE NOTED. 6RANULAR FILL 6AL. GALLON COVERAGE(WORKMAN5 COMPENSATION, LIABILIT)-, D15ABILITY) TO MANUFACTURERS 5PE61F/6ATIOP113 G.J. CONTROL JOINT SALV. GALVANIZED THE OWNER PRIOR TO COMMENCING WORK. EACH 5U56ONRRA6TOR 5/HALL /0. THE CONTRACTOR SHALL BE PE5PON51BLE FOR GOORDINATIN6 ALL G.L. CENTER LINE 6.C. 6ENERAL 2. CONCRETE GONTPAG TOR TO SET AND PLACE FORMS W/TH 57R/G T REQUIRED /NSPEG T/ON5 OF THE ROU6H AND FINAL FRAM/N6 DOOR TA6- CL6. CEILING CONTRACTOR SUBMIT LIEN RELEA5ES PRIOR TO REQUESTING FINAL PAYMENT. ATTENTION AND GARS TO ALL DATUM, FLOOR AND 6RADE ELEVATIONS. O SCHEDULE EXISTING WALL CLOS. CLOSET 6D. 6RADE STEEL 19. THE CONTRAGTOR SHALL INCORPORATEALL REQUIRED STRAPS, ANGLES, DOOR SGHD. TO REMAIN GLR. CLEAR 6L. 6LA55 7. CONTRACTOR 5HALL AT ALL TIMES PROCEED WITH WORK A5 TO MIIJIh'1IZE 3. CONCPETE PROTECTION FOR REINFORCEMENT SHALL CONFORM To LATEST TIES, SUPPORTS, ERG. AS ,MAYBE REQUIRED FOR PROTECTION OF 5TRUCH E GYP. GYPSUM A.G.I. SPECIFICATION. 1. ALL STEEL FABRICATION AND E, ON SHALL CONFORM TO A136 COL. COLUMN THE OWNERS lNGONVEN/ENGE, AND SHALL Do SO IN A WORKMAN-LIKE �,_=� ;��- FROM FORGES OF NATURE THIS INCLUDES: ROOF TO ROOF•ROOF TO GVALI_5,• ; GONG. CONCRETE HG. HANDICAP MANNER, 5PE61F16ATION5 FOR 5TRU6TURAL 51,EEL, LAIE5T EDITION WALL5 TO WALLS AND HALLS TO FOUNDATION. THESE FA5TENER3/ TIES GOND. CONDUIT ACCESSIBLE H.G. HOLLOW GORE 4. ALL TEMPERATURE REINFORCING SHALL BE 5LJFF161ENTLY EMBEDDED TO 5HALL BE A MFRD BY 5IMF50N OR APPROVED EQUAL. GONN. GONNEGTION � WINDOW TA6- CONN. CONSTRUCTION HD. HIGH OEN5/T1' B. ALL 5ALV40EABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURE_; DEVELOP FULL STRENGTH /N ALL GONGRETE WALLS AND SLABS. 2. ALL 5TRUGTUPAL STEEL SHALL BE A-5TM A-36, EXCEPT 5TRUG7URAL TUBE HOR. HEADER FURN15HlN65 AND DECOR 1TEM5 SHALL BE STORED AND PROTECTED EPROM WH16H SHALL BE AS TM A500 OFALY- AND STRUCTURAL PIPE WH16H SHALL X SCHEDULE EXISTIN6 WALLS GON7: CONTINUOUS HDW. HARDWARE O DOOR SCHD. TO BE REMOVED GONTR. 60 RAGTOR DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO DIE BE A5TM A501. G.T. CERAMIC TILE WHO. HARDWOOD 5. PROVIDE ADEQUATE TIES FOR ALL STEEL REINFORCED IN SLABS, BEAMS, G.5.1. CONSTRUCTION H.H. HOLLOW META TAKEN WITH SAME PIER5, AND WALLS, REINFORCED TO BE HELD AT CORRECT DISTANCE FROM GON TPA G TOR(5) 3. ALL 5 RRUC TURAL STEEL U5ED A5 EX.7:EPIOR WALL LINTELS SHALL BE SPECIFICATION HT HEIGHT FORMS AND EARTH BY STEEL CHAIRS OR TIES. INSTITUTE 9. PROTECT AND MAINTAIN EXI5TIN6 UTILITY LINES WH16H ARE TO GALVANIZED. H.V.A-G. HEATING, PROPOSED WALLS Co. CIIBIG VENTILATION, AIR REMAIN IN SERVICE IN SUCH A MANNER AS TO AVOID INTERRUPTION OAF I 6. FOLLOW C.R.S.I. RULES FOP PLACING ALL REINFORCING STEEL AND 4. BEAM GONNEGTION5 SHALL BE PT5I6NED T WITH TAN --__- CONDITION NG THESE LINES. UNLE55 OTHEPIv75E NOTED ALL EXISTIN6 UTILITIES SHALL Bc O 5 DONE-HALF THE REVISION ____ - REFER TO DES_. DOUBLE L /�\ - .----_-_- _-_ RE E /.6. ISOLATED GROUND ALTERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE AGGE550R1E5. MAXIMUM ALLOWABLE UNIFORM 10AD FOP. THE PARTICULAR BEAM AND TA6 FLOOR PLANS DEG. DE INCHES NM TA A TH RITIE5 AND UTILITY COMPANIES HAVING JUR15DN6TION SPAN CONDITIONS SHOWN OR THE LOAD INDICATED ON DRAWIN65, DIA. DIAMETER GONER EN L U O FOR SIZE INGL. INGLUDE/ED WHICHEVER l5 GREATER. • DIM. DIMENSION SO AS TO GUARANTEE A COMPLETE INSTALLATION. _..._ INSUL. INSULATION INFO. INFORMATION 7. CONTRACTOR SHALL SUBMIT CONCRETE MIX REPOPTW/TH INT. INTERIOR INS TL. INSTALLATION/ CONFRE55ION TEST PE5ULT5 To EN61NEER FOR REVIEW PRIOR TO 5• WELDING SHALL BE IN AGCORDAN'Ci=IVTH AW5 SPECIFICATIONS U51N6 PROPOSED DOOR J-BOX JUNGT/ON BOX INSTALLED , CONTRACTOR SHALL PROTEGR, PATCH AND REPAIR ALL EX/5T/N5 HOFRK S TAR T/N6 FOUNDATION GON5TRUGT/ON. REFER TO JST JOIST PEQD. REQUIRED E70-XX ELEG7RODE5. EX 1 ST I N6 DOOR JT. JOINT RM. ROOM ADJACENT To HIS WORK, OR DAMAGED A5 A PESUL r of HIS WORK. TO REMAIN FLOOR PLANS P.O. ROUGH OPENING WHERE EX15TIN6 MATERIALS ARE TO BE MATCHED, CARE l5 TO BE AND SGr-IED. IN. SUPPLIER P.TU. ROOF TOP UNIT TAKEN IN BLENDING COLORS AND PEPLIGATlN6 ADJACENT FORMS ANVD 6. REPRESENTATIVE TEST CYLINDERS SHALL BE TAKEN FROM THE CONCRETE 6. ALL BOLTS SHALL BE ASTM A-3<.5N.�k^JD 5HALL. BE INSTALLED TO A SNUG FOR SIZE LAM. LAMINATE SAN. SANITARY CONTOURS. PLACED EACH DAY IN ACCORDANCE W/TH CONCRETE SPEC/F/GATIONS. CONDITION AS DEFINED IN AISG Si�EGIFIGATION_5. LAV LAVATORY S.G. SOLID COPE TESTING SHALL BE PERFORMED AT 7 AND 2e DAY5. LB5. POUNDS 5G6. 5GHEDULE 7. ALL WELDERS SHALL BE CURPEN7,'_y'G-EPTlF1ED. THE FOLLOGVIN6 L.F. LINEAL FOOT SECT. SECTION 12. BEFORE 51JBMITTIN6 ANY PROP05AL, IT SHALL BE THE RE5PON5/BIL11iY CERTIFICATION5 APE ACCEPTAB�_': NEll PORK 5TATE NEW 710RK 61TY P LOW POINT OF THE GONTRAGTOR TO FAMILIARIZE HIMSELF WITH ALL EX/STING q ALL MESH SHALL BE 5PLI6E9 50 THAT THE OVERLAP BETWEEN OUTERMOST DEFT OF BUILDINGS, OR TESTlPJ6 L'=,C,,jnn T, GERRIFIGATION TO THE AW5 EXISTIN6 DOOR PROPOSED S.F. SQUAREFEER „4, FIXTURES MAIL. MAT.^RIAL SHT. SHEET GONDITION5, MATERIAL5 TO BE MATCHED, WORKING SPACE AVAILABL'_E, CRO53 WIRES OF EACH SHEET lS NOT LE55 THAN THE SPAGIN6 OF THE GODS. 11414, i TO 8E REMO�/ED O MAC. M,AX ,JM P IT11' CRO55 WIRE5 PLU5 TWO INCHES UNLESS OTHERWISE 5HOWN ON THE FOR FUTURE ME<.y �^�9FCHANIGAL 5/M. SIMILAR SAFETY PRECAUTIONS, ETC. REQUIRED FOR THE SAFE AND EX ED ,CUS , MF ,,iANUFA6R)RER sm. SMALL EXECUTION OF THI5 CONTRACT FAILURE TO DO 50 WILL NOT BE DRAWING. MIN, MINIMUM SPECS. 5PE6IFI6ATION5 R' REPRESENTAI�IVE'_ GAUSS FOR EXTRA 605T5 TO THE OWNER OR OWNE 5 NL.G. M�CELLANEOUS 30. SQUARE CONTACT THE ARCHITECT IMMEDIATELY IF FIELD 6ONDIT'ON5 ARE /0. ALL FOUNDATIONS 514ALL BE CAST ON UNDISTURBED OR CONTROLLED PAINTING MILLIMETER 5Q. FT. 5QUARE FEET d M.P. M0/5TURE FOUND TO BE OTHER THAN THOSE SHOWN HEREON PR/OR TO PROCEEL7/N6 COMPACTED SOIL HA VINO A MINIMUM BEAR/N6 G/GAPATY OF TWO(2) TONS 1 RE515TA.NT 5.5., 5/5 STAINLESS STEEL PER 5QUARE FOOT UNLE55 OTHERWISE NOTED(SUBJECT TO FIELD I. ALL STEEL AFTER FABRICATION_-'r, _ hE THOPOU6HLY CLEANED OF RUST, r / n STD. STANDARD WITH WORK AFFECTED BY SAME. M NT DIRT L005E MILL SCALE, ANG 0,..��' c kEl6N MATTER. AFTER GLEANING MT.�. OC E INSPECTION AND VERIFICATION BY GONTRAGTOP). l 71. ^1ETAL 57L. 5TEEL 5TEEL 5URFA6E5 SHALL BE 5H01-':Fb ",/T//ONE COAT OF METAL G-15 a NOTE�, � C-� NL� N17 ����1/l T/ONE N1.G- NOT /I!CONTRACT 5TRUCT. STRUCTURE/-AL l3• CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ON,'. NOMINAL SUPPL. SCIPPLY/-lED FABRICATION. PRIMER, AND ONE GOAT GOLC>R '":.`'F'-_`ELECTED BY OIVNER. PAINT GOATS I��OT FLAN AN12 N Nom, NUMBER 5UFF 5!/SPENDED Il. MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWO SHALL BE FULL WETTIN6, APPLY 761, 0b6,HLY AND EVENLY TO THE %.5.F. NATIONAL T/ TOP OF HORIZONTALL Y WHERE ELEVATIONS CHANGE. SURFACES, AND FREE FROM 9�, .'Y " RUNS OR 5,44 5. SANITATION RB. RHPOU6H BOLT l4. DISGPEPANGIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAHIN65 WHICH ARE AT VARIANCE WITH THE LAW ORDINANCES, RJLIE5 �61 FILE FOUNO/ATION FLAN FOUNDATION T$B TOP � BOTTOM 2. PRIMF� SHALL BE R05T-O-LEUM1,06� FC' 7-INH'I5ITIN6 PRIMER OR N.T.S. NOT TO SCALE TB TONGUE � 6ROOVE OR REGULATIONS, BEARING Oki THE GONDUGT OF THE WORK 5HALL r3E= 12. ALL RETAINING WALL5 5HALL BE ADEQUATELY BRACED DURING APPROVED EQU/VALENT. SEGONI% GnA r SHALL BE PU5T-O-LEUM 1060, - A-1 - FIRST FLOOR FLAN O.A. OVER ALL TEMP. TEMPERED REPORTED PROMPTLY TO THE ARCHITECT. CONSTRUCTION TO MAINTAIN SAFETY AND 5TABILl7Y BAGKFILLIN6 5N�<< APPROVED EQUIVALENT. A- - SECOND LcOOi� CLAN O.G. ON CENTER TYP. TYPICAL NOT BE PERMITTED UNTIL CONCRETE HAS ACHIEVED 90A5 OF THE�GIFIED OPN6. OPENING U.L. UNDERWRITERS DE510N STRENGTH. r, A-� _ �OO� RAN'I NCB CLAN OPT OPTIONAL LABORATORIES 15. IF CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFER 3. AFTER ERECTION, TOUGH UP ALL FILL CONNECTIONS AND ABRADED OPP. OPPOSITE UV. ULTRAVIOLET FROM WHAT 15 5HOWN ON DRAWlN65, THE ENGINEER 514ALL BE 5URFAGE5 W1TH SAME TYPE OF HATEPIAL USED FOR 5140P COATING. A�� - SECTION PL. PLATE V VOLT/VOLTAGE NOTIFIED IMMEDIATELYAND I�JORK SHALL NOT PF06RE35 UNTIL l3. ALL CONCRETE SHALL ATTAIN A MINIMUMy�N,5TH OF 3,000 P31 @ 23 PLMB. R UMBIN6 V.B. VAPOR BARRIER ALL PROBLEMS ARE RE50LVED TO THE 5AT15FACT10N OF THE DAYS. FOUNDATION, SLABS ON 6RA-PEAND CONCRETE EXPOSED TO A-5 - FRONT ELEVATION FLrX;. PLYWOOD V.P. VENT PIPE EN6/NEED. WEATHEP SHALL BE AIR ENTRA/AtV. PNL. PANEL VERT. VERTICAL WOOD A-& c RIC;OT ELEVATION PR. PAIR w/-w/o WITH/WITHOUT 16. ALL SUBGONTRAGTOPS SHALL BE RE5PON5/BLS FOR FILING AND 14. ALL CONCRETE REINFORGlN6 STEEL 5HALL BE IN ACCORDANCE WITH ASTM A®-I EAi� ELEVATION PREP. PREPARATION/ WD. HOOD OBTAINING APPROVALS FOR THEIR WORK WHICH MAYBE REQUIRED. A-615 6RADE 6o DEFORMED BARS. I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH NO. Z FB = 075 P51, FV = 95 PREPARED P51, E = 1400,000 P51, MAXIMUM't-1.�77/RE CONTENT<1996. A-a - LEFT ELEVATION P.S.F. POUNDS PER WDW. WINDOW 5QUARE FOOT N.H. WATER HEATER IZ ALL SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, FEN6,,E5, 15. WELDED WIRE ME5H SHALL BE IN A66ORDANCE WITH A5TM A-135. 2. ALL STUD LUMBER SHALL BE DOU6LA5 FIR LARCH STUD 6RADE, FB = 675 A-� - 5G#�EDULE5 P.5.1. POUNDS PER HE WATER PP.00F TRANSPORTATION, SAFEGUARDS, ETC., A5 REQUIRED FOR THE PROPER. 2. ALL 5TRUGTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN P51, FV= 95 P51, E = 11400,000 P`1, MAXIMUM M0137VRE CONTENT< 19%. 5QUARE INCH WT. WEIGHT EXECUTION OF THEIR WORK. ONE OPERATION. CONSTRUCTION JOINTS 5UCH A5 A DAY5 POUR JOINTS - SETA I L� W.W.F WELDED WIRE 5HALL BE LOCATED IN THE MIDDLE OF THE SPAN, MAIN REINFORCING TO 3. ALL WOOD CONSTRUCTION 5HALL -/OMPL 1'WITH THE NATIONAL DESIGN PT PAPT/POINT FABRIC PVMT. PAVEMENT /0. ANY DE VIA TION5 FROM THE APCHITEGT'5 DRAWINGS MUST BE 503MLTTED RUN THROUGH THE JOINT, KEY AND ROUGHEN JOINTS TO EXPOSE TO THE ARCHITECT IN WRITING FOR APPROVAL SPEGlF1GARION FOR WOOD GON57i 4;TlON, LATEST EDITION. AGGREGATE FOR CHEMICAL BOND. 19. EACH CONTRACTOR AND 5UBGONTRACTOR SHALL BE RESPONSIBLE FOR /7. NO HORIZONTAL JOINTS SHALL BE PLACED IN HALLS EXCEPT A5 5HOWN ON 4. ALL WOOD EXPOSED Ro WEATHER 5HALL BE GGA TREATED IN MAINTAINING 5AFETY ON THE JOB SITE DURING THE 6ON5TRUGTIOP. ACCORDANCE W/TH AFPA STANI�AK�S. _ THE DRAWINGS, WITHOUT THE APPROVAL OF THE ENGINEER. NOTE: PHASE TO GOMPLYWITH THE REGULATIONS AND REQUIREMENTS OF THE 5. ALL WOOD CONNECTORS SHALL BE BY 'SIMPSON'; "TEGO',' OR GO! 5, q.VA TION OCCUPATIONAL SAFETY AND HEAL TH ADMIN15 IRA TION. T14I5 514ALL le. MAXIMUM LEN6TH5 OF FOUNDATION WALL POUR IN ONE OPERATION SHALL APPROVED EQUAL. THE DUTIES OF THE ARCHITECT AND Hl5 EMPLOYEES OR AGENTS SHALL INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING ALL NE6E55AR1- BE NO MORE THAN TWO CONSECUTIVE COLUMN DIM. OR 60 FEET I. ALL WORK ON THIS PROJECT SHALL GOPNFORM TO THE NEW PORK 5TATE ENERGY TEMPORARY SUPPORTS AND BRA6IN6 A5 MAY BE REQUIRED PRIOR T6) TERMINATE WITH Trt c OMPLETION AND DELIVERY OF WORKING DRAWINGS. 6. MEMBERS DE5I6NATED A "6A,N6c_AM"OR "LAMINATED VENEER LUMBER" CONSERVATION GON5TPUCTION CODE. (LLATE5T EDITION). THE THE INSTALLATION OF NEW STRUCTURAL ELEMENTS, A5 WELL A5 19. CONCRETE CONTRACTOR TO BE RE5PON5/BLE FOR 5ETTIN6 ALL ANCHOR THE ARGHITEGI l5 NOT RE5PON5/BLE FOR 5UPERV15/ON OF CONSTRUCTION OR 'LVL"5HALL BE MANUFAG7 Ei,) IN ACCORDANCE WITH 5PEGIF16ATIONS ADEQUATE AND PROPER BARRICADES, RAILINGS, LIGHTING, 5TAlk5, EITG. IN PATES. - T T l DESIGNED ACCORDING, TO PART- .5 OF THE NYS ENERGY T BOL T5 AND LEVEL 6 L , ,- 2. THIS PROJECT 5 OF THE PPOJEG NOR DOES THE ARCHITECT HAVE AUTHORITY TO AGR ON BY LOUlSIANA PACIFIC CORP. ,'v, �UB�TI 1U7F5 51-IALL BE PERMITTED 6ON5ERVARION AND CONSTRUCTION GO)DE 'BUILDING DESIGN BY ENVELOPE BEHALF OF THE OdINER OR THE CONTRACTOR UNLE55 NOTED 0THERH15E IN REQUIRED TO PROTECT THE WORKMAN, OWNERS PERSONNEL AND METHOD"(TABLE�02.2), UNDER ZONE llB3(SUFFOLK COUNTY). OTHERS FROM INJURY DUE TO CONSTRUCTION WORK. PROVIDE FREE WITHOUT THE EN6/VEERS APPRO�'Fti. LE5/6N STRESSES ARE AS FOLLOGVS: WRITING. 20. PROVIDE GONTINUDUS Zx6 TREATED SILL PLATE OVER TERMITE SHIELD T FB = 2,950P5/, FV= 290P5/. E 3• ALL EXPOSED HOT HA TER PIPING AND/GAR HEATING DUCTS TO BE INSULATED A5 AND SAFE PASSAGE FOR PERSONS O AND FROM AREAS AND TIED INTO FOUNDATION WALL5 WITH l/2 ANCHOR BOLTS 8-O o.c. (l-O FA6ILITIE5 WHICH ARE TO REMAIN. M A CORNERS)WITH /0"min EMBEDMENT PROVIDE SILL PER SSG. E503.3.3.1 AND E504.5 OF THIS NY5 ENERGY GODS. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS MAX. FROM ALL U IL 5) 7. THE ARCHITECT SHALL FQO1/1;1- C,'L CULATION5 TO THE CONTRACTOR FOR ��I� V/T O �N �C�Y GO11�� GON�OI�IvI NG OF THE 6ONTRAGTOR OR ANY 5UB-CON TPA CTOR OR ANY OF THE SEALER AND GROUT SILL PLATE TO WALL VERIF16ATION OF LOAD5 AND,5L--Ai, 51ZE5 WITH'MFR. PRIOR To ORDERING 6ONTPACTOR5 OR SL65-6ONTRA6T0R5 EMPLOYEES OF AGENTS, OR ANY 20. F16UPED DIMEN5/ON5 SHALL 60VERN SMALL SCALE DRAWIN65 hgi.PE AND MANUFACTURE. NOTIFY ARC,,l,,FCT OF ANy D15GREPANGIE5, IN N M CHICK 5/LVERMAN ARCHITECTS P.G. AGKNOWLEDOE AND 0THEP PERSONS PERFORMING ANY OF THE WORK. DIMEN5ION5 ARE E5TABL15HED BY CONDITIONS. IF EXISTIN6,EACH 21. FLOOR SLABS ON 6RADE TO BE 4"POURED GONGPETE W/TH 6x6/1.4X1.4 C7 ARITIN6, SHOULD THERE BE A FFc f-L.EM GVF E 5 GO G ALL NTR4 TOR 5N MEASURE EX/5TIN6 CONDITIONS PRIOR TO ORDEiRIN6 WIRE REINFOR61M6 AND STEEL TROWEL FIN1514. PROVIDE 1/2" ATTEST THAT TO THE BE5T OF OUR rWk^VLED6E, BELIEF AND MATERIALS AND COMMENCING WITH WORK HALL. EXPANSION JOINTING AT FLOOR SLAB AND FOUNDATION 8. JOIST 5/ZE5 AND SPACING 61bFPl .R;7," DOU6-FIR LARCH #2 (fb - 1,175 PROFE35IONAL JUDGMENT TH15 BUILDIMC, 15 5E516NE5 1N CONFORMANCE WALL. PROVIDE 2"(P-lO min.)R/G/D INSULATION 2'-O"EACH WAY (FOR P5/ Fv = 90 P51 AND E=L6x10 Pl,'. ''✓ERIFY SIZES WITH ARCHITECT IF WITH THE NEW PORK 5TATE ENERGY GOW5ERVATION CONSTRUCTION CODE, LATEST EDITION. 21. 6ENERAL CONTRACTOR AND N15 SUBS ARE RESPONSIBLE FOR ALL LAB 1- HEATED SPACES). OTHER SPECIES OR GRADES ART. !,STD OUT WORK, INCLUDING 5PE61FIEO LAY-OUT DRAWIN65 A5 REQUIRED. 22. ALL 5LAB5 ON 6RADE 5HALL HAVE THIGKENIN65, DEPRE55/ONS, 9. THE DE5/6N LIVE LOAD IN LIVING-ARL=AS I5 40 P5F(OL=IO F30 ATTIC LIVE r GENERA GONTRAG TOR SHALL COORDINATE RESPEG TLVE SUBGONTRA G TORS L H W HEREIN R N _ -lP R A O N ERE O O OPEN1N65 ETC. A5 REQUIRED D 5 5 ,-� -, - LOAD l5 20 P5F(DL-SP�F) ROGI L -. A� 15 30 P5F(DL-lO PSF). RDOF 5PAN5 � NA R DATE SO A5 NOT TO GAUSS UNDUE HARDSHIP, DELAY AND INTERFERENCE W/TH _ s '� ARCHITECTURALDRAWINGS. _ �T,, AND 5PAN5 /N L I VING ARIAS,+;': r_ �l�ED TO A DEFLEC TION OF L/360. CONDUCT OR WORK . -- L�1,> D AqC y/ No.c ^0,6 OF N E\14 h1 . oT= �voT Qr.,A FRoJP�T ems 'ck Silverman Architects P.c. � OCT06�R 11, 2005 N A 04 1076 f the business of ARCHITECTURE. -- - GQ -------- ---- - - -I - --/I - --- ----- - ----- - - ---- -------_----- -- ------- --- - - - 545 WILLIAMYEJURG DRIVE- --- --- --- - -- - - - � - - - �� ,JOUT�IOLD, /YY SCA:_E � Aw r _ � c - - - f 735 Deerfoot Path ;//� NOTED Cutcho ue New York 11935 r ,� ,_ <> 'Lc', ;2� ;fdf�.1 ! Cy- 9 , �I -Pr, l SECTION BL - Phone : 631-734-7007 Fax : 631-734-7'347 www.ns-arch.com ' 1000 78 05 i I FLOOR PL�/`I /YORT�1 - ---- ---- - - --- - - - - ----- ----- - - - ---- -- -------- ----- - ---- - - -- -- - - --L -- i p � Q B VAT w . O TEST HOLE DATA grFR � � / /N ST� 4 SURVEY OF PROPERTY (TEST HOLE DUG BY McDONALD GEOSCIENCE ON/ FEBRUARY 4, 1999) ELEV. 5.4' j J SITUATED AT TEST HOLE B 1 TEST HOLE B2 °' BROWN SANDY LOAM OL Q) 0 BAYVIEW (TEST HOLES 81 & 82 DUG BY McDONALD GEOSCIENCE ON APRIL 1 1, 2002) ELEV. 2.9' 2 5' ELEV. 5.4' o> ELEV. 7.0' TOWN OF SOUTHOLD V MIXED SAND & LOAM DART! BROWN SANDY LOAM OL / �� SUFFOLK COUNTY, NEW YIORK DARK BROWN SILTY LOAM OL /F t4 h 3 O C/ BROWN CLAYEY SAND SC BROWN SILTY SAND SM N U ELEV. 1.3' WATER IN BROWN C O � — — B 0 SILTY SAND SM O O 4.1' N �' �, S.C. TAX No. 1000 78 05- 16 c SCALE 1 ��=30' WATER IN BROWN CLAYEY SAND SC ELEV. 0.9' GREYISH BROWN CLAYEY SAND SC 9' 6.1' WATER IN BROWN SANDY Y B 0 S D CLAY CL WATER IN GREYISH BROWN CLAYEY SAND SC FEBRUARY 22, 1999 10' F 8' JUNE 29, 1999 ADDED PROPOSED HOUSE WATER IN BROWN SILTY SAND SM WATER IN BROWN SILTY CLAY CL 18' j JULY 28, 1999 REVISED AS PER EN—CONSULTANTS 13' 10' AUGUST 3, 1999 REVISED AS PER EN—CONSUILTANTS WATER IN BROWN SILTY SAND SM SEPTEMBER 8, 1999 REVISED AS PER S.C.D).H.S. WATER IN PALE BROWN JANUARY 16, 2000 REVISED SITE PLAN I �' WATER IN BROWN FINE I FINE SAND SP TO MEDIUM SAND SP JULY 10, 2000 ADDED WELL EASEMENT & PROW. WELL WATER IN BROWN FINE SAND SP ����,, FEBRUARY 11, 2001 REVISED PROP. SEPTIC SYSITEM WALL 23 15' Q JUNE 5, 2001 ADDED PUBLIC WATER SERVICE & REMOWED PROP. WELL APRIL 22, 2002 ADDED TEST HOLE B1 & B2 24' q QQ CO JANUARY 9, 2004 REVISED SITE PLAN 4/ �� AREA = 18,207.32 sq, ft. / _° A.2 0.418 cc. NOTES: d Q / O V' 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM O O ?��/ EXISTING ELEVATIONS ARE SHOWN THUS: _U / i/ �M �U' V ,h EXISTING CONTOUR LINES ARE SHOWN THUS: ----------8-------- V '� PROPOSED ELEVATIONS ARE SHOWN THUS: / Q� ��` Q PROPOSED CONTOUR LINES ARE SHOWN THUS: v U / 2. THIS PROPERTY IS IN FLOOD ZONE: AE (EL 8) AS SHOWNN ON ' ^O /�,,(/� FLOOD INSURANCE RATE MAP No. 36103CO166 G "! ZONE AE EL 8): BASE FLOOD ELEVATIONS DETERMINED y � 3. PROPOSED SANITARY SYSTEM STRUCTURES SHOWN THUS: CS Q qx Yx O ES LI PROPOSED EXPANSION POOL `- O , � "h Y / >� HOLE RO A � -1 % �N �� Uj /�/ PROPOSED LEACHING POOL + / 4��0 ���Q h� /0; W ^\� � �' O�p PROPOSED SEPTIC TANK �\ .Q) J��� wQ�' is 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREOCN ARE FROM FIELD �p � ' OBSERVATIONS AND/OR DATA OBTAINED FROM OTHER S. 0 � � Q Cl) �Q�, �� 0=U•;" �J •�G� 6. THE PROPOSED SEWAGE DISPOSAL SYSTEM SHALL BE EFFFECTIVELY DUG OUT, DOWN T ��;;�`` /Y A SIX (6) FOOT STRATA OF ACCEPTABLE SAND AND GRA4'✓EL, FOR A DIAMETER SIX (6) FEET 4V R' �� 2 /Y 0-�;' �_ � GREATER THAN THE LEACHING POOL. J Q Q 7. AREA OF EXCAVATION TO BE BACKFILLED WITH ACCEPTABILE SAND & GRAVEL. �� �� p �� 8. 240f cu. yds. OF FILL WILL BE NEEDED FOR THE SANITA4RY SYSTEM. S�� Off '`, �j PRE EXGAVATE UNSUITASLE 9. TOTAL UPLAND AREA = 13,312 sq. ft. O� O SOILS TO ELE\/ATION 5 PRIOR 10. NON DISTURBANCE BUFFER ADJACENT TO WETLAND BOUNDDARY, Tc� GL,4N51 IEEE EXCAVATION NON-TURF BUFFER SHALL BE ESTABLISHED OVER ENTIRE PARCEL. BELOW WATER 11. SEPTIC TANK SHALL BE MAINTAINED ANNUALLY. All �0 TfEST Y ���.. O�p� ICA HOLa B1 i tD \� ------ --7 �S� O O LOT COVERAGE DATA �C� - - T (LOT " y T COVERAGE CALCULATED OVER UPLAND AREA 'C'�<1 DESCRIPTION AREA % LOT COVERAGE CONC. ? � 9� �\ � � � � . �, � Q C I 2.5 PIPE ��2F' `� �� OG S �' HOUSE 1,092 sq. ft. 8.20% NOTE: ODD •`•�`� � `�` �` •� �0� ��� O�p �� �� PORCH 336 sq. ft. 2.52% DRAlN46E FIXTURE UNITS SHALL BlE COMPILED IN THE FIELD, BULKHEAD a,�' ' `�` `` �` Z4 �� O S� OG �S SCREENED PORCH 288 sq. ft. 2.16% 4,, VTR' 4" V.T.P. BASED ON PUN OF HASTE LINE AAVD LOCATION OF VENT 5TAGK f1 (� PI3ER5. ADJ05T VENT AND WA57E 5/ZE5 ACCORDINGLY BASED p F �\ / \ �` ��� 2� ��• TOTAL 1,716 sq. ft. 12.88%; ON TABLE P9/6.1 AND P709.1 OF TTHE NY5 BLD6 GODS +\ o O D NOTE �c�0 ALL 5UPPL Y L INES TO BE INSULATED. , / � � 5ATH #2 EST DLE B2 O �- 2" v MABTER BATH ` ePN oNr`.� T- 2" V I III/2"V Ill/2" V -I-- -�P� / - ' oN;F�.R�ER ---___ %__ l�titio PROPOSED SEPTIC SYSTEM AND 4- VI 1 —T--__ 4° v 0 `N oN F �� ` % � 0���i _ �� _� O I l l/2" V I l l/2" VI ��'� •�% ! aF�T��, ,,, f�, ; o , RETAINING WALL DESIGN BY I 1 I 11/2° VI I I I I I . FREDERICK S. KEITH, P.E. OF I i i ILAV i LAVI LAV i 1l1/2" V III/2" V G �,� �;ti SAG HARBOR ENGINEERING. �j I w.c. I H.G. I I / 4 LAG zG% %/ R`�F�ti TUB I � I 7UB I SHOWER I SECOND FLOOR 2' 3„ 2„ I I 2" 2, T � O `�` `�\ �� P�J�� i i'i�P O• r — 3 3 2" G.O. .,C) MUD O� y>� 1 I _ G.O. � RM. 2° v KITCHEN I 2„ VI _ I 2„ V 1112 v I I � I I I12"' v I 1112 v IX ( I KITCHEN 5/NK I 1112 V I I I 1112 vl _ LAV 1 4 I `I LAVI I I BAT #I _ FPE5H 2„ V ( AIR INTAKE HASH D.lN. EXTERIOR FALL I CERTIFIED TO: I 1 I SHOHET2 JAMES GRATHWOL FIRST FLOOR 2 1 2" I 2„ 3" 2„ I I G.O. �-•__ 3" 3" ( G.O. G.O. 2„ 4-" 6ONNEGT TO I APPROVED °OO 4„ G.O. SANITARY 5Y5TEM �Q, 4 D A 4"HOUSE TRAP — XH.6.1. IN PIT Va.02 SCALE = N.T.S. N F pF NEB SCALE = 1" = 20'-0" I PROJECT TITLE DATE REVISM Q ISA PROJECT fVemschick Silverman Architects P.c. PROPQfLU RUIDLACL IOCTo6ER 11, 2005 n/A 04-1076 l .the business of ARCHITECTURE." !,' - - -- -- -- - - - C -- ---- --- -- ==_ = --- -- __ _=_ -- - RG DRIV // - --- -- -- ---- -- - -- ----- - ------- - - --- - - --- ---- - ---- - --- - ---- - - ---- - - ---- 5 A C C .A�JIN G NO - - WILLI M U Path - - - -- --- - - - - -----..r- - ----------- -- --- - - - -- - --- ---- -- - --- - -- fOUTf�OLD, /YY 735 Deerfoot Pa -- — -- - -- -- -- ---- -- Cutchogue, New York 11935 I j DIIS T RICT SFCTION B OC LO T Phone : 631-734-7007 Fax : 631-734-T347 www.ns-arch.com I FLOOR PLAY /YORTH 1000 i 78 05 16 E•L i MOM- - - - -- I'-O" MIN. TrF AROUND PERIMETER LINE OF WALL/PORCH ABOVE I�I_�II cl,1_41101 10 o /3 /-3/4" X ll-7/8" ML 2) _-3/4 _ __-_7_/�8_ ___ (3) -3/4" X 11-7/8" ML r--- ------------------- 1_�----------------------------------- - -------------_._._ _._.—._._._. -- -- ._. _._. ._. _._. ._. .-.—. - .- . - -- l " X ll ML - -- -- -- -- - - 1. ALL PILE5 5HALL CONFORM TO A5 P-f DE516NATION D25-Ql STANDARD 5FECIF16ATION5 FOR ROUND TIMBER P1,LE5 AND SHALL HAVE A MINIMUM T/F DIAMETER OF lO IN6HE5. 2. ALL PILE5 SHALL BE FRE35URE TREATED IN ACCORDANCE WITH THE DJ AMER16AN MOOD PRE5ERVER5 � _._._._._._._._._.,_._._._.� ASSOCIATION STANDARD C3-qq "PILES - Q I I PRE5ERVA TIVE TREA TMENT BY PRE55UnRE ,N I —L DJ I I I I � , -- -•-•-•-•-•-•-•-•-•-•-•-•-•-•-• -�- I i i _�.� ' , PROCE55. 3. PILE5 5HALL HAVE A MINIMUM m COMPRE551 VE 5 TREN6TH OF 800 P5I ,AND 5HALL BE DRIVEN TO A SAFE BEARIN6 CAPACI rY OF 15 TON5. _-�._._._._._._._._.--._._._. ----•-•-•-•-•-•-•-•-•-•-'-'-'-'-'-•_.r; 4. ALL PILE5 ARE TO BE DRIVENUNDEiR Ti` ; I i i_ i i `q THE 50PERV13ION OF A LICENSED 3 X 8 X-BRAG%1 O ( I FROFE551ONAL ENGINEER OR HI5 11 11 REGULARL Y EMPLOYED 5UBORDINATF• HE T f`F IN 2 DRREG TIONS SHALL KEEP A Lob OF ALL DRIVING D14 TA ALL PILES I I I I FOR EACH PILE I I � 011 2 r I ' ' I �`' 5 PILE5 ARE TO BE INSTALLED AC60RDINO TO THE EN6/NEERIN6 NEN5 -_- �� �� "X H-7/f�'ML-(LOH)- .--- i ll-7/8" TJl ill i i I o ll-7/8" TJI �Y i lI-7/8" TJl FORMULA OR A5 THE SUPERVISING _. - - - ...... O - -- - - - -- - - D 360 © l6 O.G. III 360 9 l6" 0.c%, I I 360 l6" O.G. 8" GONG. #� ENGINEER MAY DIRECT. 8 GONG. I ,I I I+---------------- I _ 5LAB W/ N _ 6. EACH PILE 5HALL BE A 5IN6LE PIECE 5LAB KI #5 I 10" TYi�. o 8 B. Elul. O ——_ N OF 5UFFlGIENT LENGTH TO PA35 THROUvH I I � (2) l-3/4" X q-l/2"ML (LOW) � � � i � m I I m , , ANY FILL, MUD, SAND, ETC. AND TO PENETRATE A MINIMUM DEPTH OF lO-O AND HAVE A N I I o o BELOGY MEAN SEA-LEVEL, , �, ,� I o o I �- MINIMUM PENETRATION OF 5-O INTO GOOD (3) l-3/4 X 9-I/2 NIL (LOW) , 1_ _._._:L._._._._.� I I BEARING MATERIAL. 7. PILE5 5HALL BE DRIVEN TO A 63 1 1 (2) 1-3/4" X q-1/2"ML (LOW) N = VERTICAL TOLERANCE OF 2� AND A ' I111 III I ' I II 5-I HORIZONTAL TOLERANCE OF 3" A PLAN � , cv I I I I q ( I m SHOWING THE FINAL LOCATIONS OF PILE5 A5 DRIVEN NOTING ALL DEVIA TION5 (3) l-3/4" X lI-7/8" ML (LOW) _ �I ' ' (3) l-3/4" X lI-7/6" ML ' ' (2) I-3/4" X ll-71AT ML ' ' (5) l-3/4" X ll-7/8" ML ' ' � FROM THE DESIGN LOCATION 5HALL BE r PREPARED FROM AN ACCURATE SURVEY Ii ...... _._._._._._._._._._._._. _. �_�._._._._._._._._.-.- -.-•-•-•-•-•-•-•- - -'-•-•...... - ------ ------ ------ -•- - -•-'-.-•-•-•-'-•-c�-. I I � �► ANDSUB,MIrTED To THESUPERVI5IN6 N I ENGINEER FOR REVIEW AND ANY A 1VECE55ARY REDE5I6N. N v i i i i ►� `j O 8. THE OWNER 5HALL BE RE5PON5IBLE FOR ALL 5UFERV15/ON DURING Q) I I ' CONSTRUCTION. N � I I I i t— � I I I � I I � �I I , , I ......(2) -3/ _ _ll_7/f3" ML (LOW) —® — —a— I I _L_® _ _ _____ (2)_l-3 _"__11-7/8 ML-(LOW)_ T © _ 0 •— —. - _. _ _ ------------------------- --- --- m v l I I I I m o H-7/8" TJl F.J. 360 •_j ; �.N _(3).=._._._.-._..._._._. ..... .....J (2) -3/4 -l/2 NIL - -- - - - ` - ' -----------------------t--s L s------ I ---- --s --s------------------------------------z---r--� s------- " " --- —{�--s --� BLOGKIN57A5 L- f ----- ------------------------- - ------- 2) l-3/4 X q-1/2 ML �au�rzED 1'-4 15 1_4 11 2,-I„ I _O 6 -O -� 5/MP50N L5TA36 5TRAf'5 ® I6"O.G. 5/MP50N H3 FR,4MlNG ANCHOR EACH 5/DE OF EACH J0I5T = (2)3/4"GAL 1! THRU BOL 75 I'-O" 01 3 X 12 GIRDER MIN. /O"PIA. 20TON P-T- HOOD PILE TICAL FILE 6IR--­Z I FILE FOUNPA71ON PLAN A 7� (:D SCALE _ 3/6"=I'-O" C7� �(��•� Yt cr 4•, r�/` PROJECT TITLE: DATE: REVISION:Q NSA b§OJECT #: Nemschick silvermam Architects P.c. PROPO./•LP RUIPL/YCL: OCTObLR 11, 2005 /Y A04-1076 the business of ARCHITECTURE." / '/% 545 WILLIAWWRG PRIVY CALF DRAWING NO ._ f OUTHOLP, ff 735 Deerfoot Path — -- -- -- — — R_ __ - - K Cutchogue, New York 11935 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631-734-7007 Fax : 631-7341-7347 www.ns-arch.com FLOOR PLA/`I /YORTH 1000 78 05 16 M.R. UP A-4 41I-loll R Q 60" X 36" 01 (2) 2X8 (,2) 2X8 BASIN 3HWR- (2) 2X8 (2) 2X8 % _- PANTRY I -5 6 G J BENCH II ° EQUAL EQUAL IVOT: PROVIDE 5MOKE DETECTION 51NK 5Y57EM INTER LINKED TOGETHER A5 PER INK D iLi�� @ l2" O.G. ilia W.G. -I .STATE CODE 1060.10. ALL BEDROOM5, O M.E. 5 WER IIQ ` 6ORR1DOR5 TO EACH HAVE ONE O = A2� TILET{-'} M5TALLEDA5 PER CODE. VERIFYWITH 5 _�- UTILITY 5/NK th ° LU PEP OWNER ° mILE 1 pq N LOCAL BUILDING OFFICIAL FOR ANY 5'-5" -O 1 5'- 10'-5" SPECIAL REQUIREMENTS. g ;� ( NOTE: U.L. APPROVED FLUE: INSTALL =maMUD ROOM GL6 9 - - SADDLE O STUDY 1466ORDIN6 TO MANUF 5PEC5 If N.Y.5. TILE loll O"AFF m CODES. 16"D1MEN5/ON TO BE HELD. GONG. DRIVE �I - - I -� I _4 , cq • PROVIDE 5 COAT5 FI 194 N M FIELD VERIFY 5IZE TO 501T FLUE GHA5E NEXT TO FIREPLACE AFTER 5ELE6TION OF 0 = GL6 I� N F.P. MADE BY HOMEOWNER. PROVIDE NON CONT. UPPERS ABOVE V 2'-0" 110 LLI COMBUSTIBLE 5URFAGES ON ALL WALL5 O � ----------- ---------- ; AND FLOORS IF DIMEN51ON 15 LE55 THAN REF. Q IGL w 108 /0", BUT IN NO GA5E LE55 THAN 12". C'S BASE GNTR @ 56" A.F.F. ---------- -------- TRIMMED Lo ——- _ GE ABOVE _ /'VOTE: FINAL LAYOUT AND 51ZIN6 FOR w — - _._._. _._._. KITCHENBYOWNER. OPENING —' � (3) / , - T z GL6 1 11 4 4 ` '� INK `� to o"AFF I - EQUAL EQUAL K I TCHEN _-- _-- _-' ------------ I NOTE: 112" 6i"F BD. ON ALL WALL5 AND U N 4 FLOORING - HOOD \\II ® v O I, t� ail 6EILIN65 (TKF) ALL INTERIOR FIN15H ------- ''- PR01/IDE 5 GOATS FINISH II -- ------ ---- -- --- ----- SELECTION BY OWNER. (TYP.) 0� I 13 -10 6 -4 k — 2 -2 �- I QI 141 Q I HOOD ABOVE RANGE �/110" 8"11 " 1011 8" loll (2) l-3/4" X ll-7/0 ML II��I� (VENT TO BELON) (2) 3X12 I I -� - I I _ _ _ _ L---- - I I •— I -- - - - -�- - ------ ------t I V - --- - - - - - - - - - - - - -- , O - _ ------ -—_— -- — -- I F ° WINE i ii O o I II LINE OF 2-STORY SPACE ABOVE / . 1 D ll-7/P TJI 230 o GL6 14 ° (3) 2X8 HD� — - (3) 2X8 HDR= (3) 2 X lO I = I I. _ _ G.J. @ l6" O.G. lo'-o"OFF / II ° N !I �� ; UNDR I is O O i I POSTS ABOVE P05T5 ABOVE ® q N O ------------- � � / I. Z F•P1 I _° GNTR 42" A.F.F. v I II / II I d- FLOORING - MOOD m I I I cp I i l �`' / I m PROVIDE 5 GOA T5 FIN15H (2) l_3/� ` , q-l/2"ML !� F.P. 3,_p„ m I / i I m � II I I � �� I � I IIw OPEN TOAB01iEI- O — LI liN - o ll-7/8 TJI 230 I iI � II I� (2) l-3/4" X lI-7/8" ML -' _ - (2) l_3/4': X q-I/2-ML• >-.�: - -� _ r ALIGN G.J. 0 l6" O.G. I it DINE li_I._._._._._._._._._._._._._._._..._. _._: 1 Lu II I I FLOORING - HOOD I I I717 I I. II PROVIDE 5 GOAT5 FIN15H II I O I I I I I (2) 1-3/4" X 9-1/2'NlL Z� II I 104 IU I• II N I I !I z /� �� ry j! I �' I I -� K 102 I III 011 I 101 I I N N Ill pi V m lw � I I - - zll I LU I I q (2) 2XX0 (2 Xb (2) 2X83 III (3) l 3/4" X q l/2" ML I I (2) 2XXO (2 X8 (2) 2X8 I I _ X I 5rREENED PORCH -- - -- - - - - - - - - ---- - -- - - - - - - - - -- - - -- - - --- I -- - -- -- - -- - --- - -- - - CIO •cq m II 5/4"X4" IPFDEGKIN6 - - - - - - - - - - - - C'S I X - -- — — - - - -- --- 105 I � w 0 II I m EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL i I I 01 I II w — — •---•—•---•--- — — —•__ _ _ tK___1_L;E_0_F5_E6OtVD _ _ -__---___-__ - — _ � —— �, * rt I I T. 2 X lO I 18 110 1 (2) l-3/4 XlI-7/8 ML 110 18 11® I FLOOR ABOVE I I® 18 110 1 (2) l-3/4 X ll-7/3 ML 110 I I.I N q ° - = I I I I I I I COVERED I I I I I I I I! II j G.J. l2 O.G. O O O O -° I I I I I I '' I II I m -� I PORCH v I I 8 -� U i -� '� r- I 514"X 4" IPE DECKING m l I I I I Ij O I �- N I I I Q w I II cv =3 I I I N I I I I m m l I II II I cc� RAILING © A5 PER ! I I Ij jl II I '�3) 2X8 NDR (3) 2X8 HDR (3) 2 8 HDR - - - - - -- - - - GODE(TYP. ALL )_ _- - - - -_ - - (2) 3X12 - _- - - - - - -- 2 3X12 � - -- (2) 3X12 � 2 3 � ) 112 _ r 6X6 P05T5 UP EQUAL I EQUAL EQUAL 711 N 4" 15'-loll CJ } 57 FLOOR FLAN - --- — -— PROJECT TITLE: DATE: REVISION:Q NSA PROJECT #: Nemschick Silverman Architects P.c. PROPOM) RUIDE/`IGE: OCTOMR 11, 2005 JVA 04-1076 "...the business of ARCHITECTURE:' 545 WILLIAMIRjURG DRIVE Al SCALE. DRAWING NO.. . _ JOUTHOLD, NY 735 Deerf00t Path f0_UT_H 0_LP__­._____- ___-_ A__ -L -W__ ____�_XO R_ __ K DISTRICT: SECTION: LOCK. LOT: DRAWN B . A- 1 _ Cutchogue, New York 11935 D s B L : D Y Phone : 631-734-7007 Fax : 631-7314-7347 www.ns-arch.com 11 FLOOR PLV NORTH 1000 78 05 16 I I A-4 12'-10 " 2'-0 " I'-2" 5'—IO f 5I_2 111 51_2211 01 - � _31 2 X 8 2) 2 X lO (2) 2 X lO (2) 2 8 NOTE: PROVIDE SMOKE DETECTION ( ) -- 5YSTEM INTER LINKED T06ETHER A5 PER O 4'-O" 5TATE CODE 1060./0. ALL BEDROOMS, �O i� i______ � GORRDORS TO EACH HAVE ONE ' ' _°�O INSTALLED A5 PER CODE VERIFYGVITH L.. ST> I 1 O LOCAL BUILDING OFFICIAL FOR ANY 216 �C wooD TUB 5H E R SPECIAL REQUIREMENT5. JJ NOTE: U.L. APPROVED FLUE. INSTALL 1 -° WOOD c� DD ACCORDING TO MANYE SPECS e N.Y.S. = GODE5. l8" D1MEN5/ON TO BE HELD. 0 217 I BE OM 2 ------ ----- - ------ ------ '��- �' MASTER FIELD VERIFY 5/ZE TO 50T FLUE GHA5E WOOD I 215 ____ - -----__ ----_� ------- ; I BATH NEXT TO FIREPLACE AFTER SELECTION OF N I GLG I I Q I TILE(PER OWNER) ----- - -------- ----- - ------_ GG FP. M,4DE BY HOMEOWNER. PROVIDE NON cp -° 8'-O"AFF m I v I 4" (� COMBUSTIBLE 5URFACE5 ON ALL WALL5 2 ----- �- ---------- ---- ------- I I 3'-O" -� AND FLOORS IF DIMENSION 15 LE55 THAN O KK N ____- ------____-- ---__� -____-- �" ID" BUT IN NO CASE LE55 THAN 12" �Q Q _Q i 214 ------------------ 202 (3 203 NOTE: 112" G)`P. BD. ON ALL HALLS AND N CV L I N ------------------ CEILIN63 (TYP.) ALL INTERIOR FINI5H d ❑ SADDLE - 5ELEG TION BY OWNER. (TYP.) 0 0 0 Q 213 - Q 5/NK O O _ _ — <1 O _a -T W.G. FATTIC ACCE I 6 i LANDING -� _ _ _ wooD c� ✓� N BATH 212 ,,,—MARBLE THR 5 OLD m (CATHEDRAL CEILING) LU MARBLE THRE5HOLD 3 -O w TUB TILE � � !� 6X8P05Tar 211 RAILING A5 PER CODE I LIN 210 O ! 6 b P05T j 0 m 2 X 8 G.J - m f05T ABOVE MASTER BEDROOM m ° 1 N x 6 P05T wooD 1 m 5�-O"AFF] 201 BE OM I OPEN TO BELOW N �J WooD I �' 2 X 8 G.J. Q SUNDGK: o CL� 2oS @ I6" D.G. cry N loll 5/4"X 4" IPE DEGKING, SET ON — 8�O"AFF 2X P/-5LEEPER5 5ET,OVER 2 � N u, PLY-EPDM ROOFING MfEMBRANE POLE If 5HELF(TYP) p 5ET 0VER NEW 3/4" MIARINE--TEX ; (3) 2 X 5 O co N NEW BUILT IN Z v PLYWOOD SUBSTRATE.SET ON — QTAPERED ROOF RAFTER5. (TYPE z STORAGE. — — — — — —— — — _ — — — — — — ® N :.,' No�rE: sEr ro BASE W/MAN(1I ACTlIRER NN I i STG APiPROIiED FASTENING. N � W 1 1 z ROOF SLOPE ATr l/4" _ `� �'�� PROVIDE BLOCKING A5 REQ77(TYP) PER FOOT(TYP.,,) - — - - - - - - - - -•— - - - - - - - - O — — — — — — — — — — - --- - -�� XZ9- - - - - - —.2—X- - N 6XF� P/TWOODPOSTALIGNW/GN7ROE I I 206 I I O I I 205 204 I I I ° FT6 BELOW 207 I 1 u v I I u v I N — NEW CONGEALED ALUM1 GUTTERS N I I EOU,AL v v EQUAL I EQUAL O. I I EQUAL. EOUAL AND LEADERS T _ ` II II I' - NEVY TUG50N 5TYLE P05T, PAINTED WHITE BLOCKS AT GRADE - TYPICAL 1 _ I N I ! I i I I 1�" I 11 m 'r To ,MATCH TRIM. (HB$6 PERMACA5T OR FOR ALL j j 11O N I\j N `� I I 11 11 EQUAL) II II I I I I I j I 5/4"X4" (2) 3 X 12I - - --- - -- -- --- - --- -- - - - -- - - -- - - - - - - - - - - — —.—. __-- _.—.—.—.—.—.—.—.—.---•— — — — —— — — —— — — — — — — — — — —— — ao J i (2) 3 X 12 RAILIN6 A5 PER CODE(TYP. ALL (2) 3X .12 Q 6X6 P05T5 1 Izi TYP I'-6" I 15 _O 1'-61I I II I'-6�" _ 151_01I 1 I_611 h Cw I rJ8 _O n SECOND FLOOR PLAN A INTERIOR F:: 1 5H t;) TU5CAN 57'rL F057 � 7A SCALE = 3"=1'-O" 5GALE = 3/8"=I'-O" 3 A-4 PROJECT TITLE: DATE: REVISION:Q NSA PROJECT #: Nemschick Silverman Architects P.c. PROPO/LD RU117CA E: OCTOMER 11, 2005 AfA 04-1076 "...the business of ARCHITECTURE." _ _ 545 WILLIAM[PJURG DRIVE - - - -- ---. SCALE. DRAWING NO.: -EW fOUT�OLD, /�Y _ - 735 Deerfoot Path Cr. 0__UT�H 0 LP___ Cutchogue, New York 11935 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-2 Phone : 631-734-7007 Fax : 631-734-7347 www.ns-arch.com FLOOR PLA,/`I /10RTH 1000 78 05 16 11 _:-_-_�_� -___________-I F-_____�__� ________ . III � II j w I I IIIII \ I I ! I ! j ! LL_ o iii Ii1 o IjI FIELD LAMINATED "RIBS" X , i TO FORM ROOF FAFTERS BALCONY BELOW �L —_ — I I III N I I / I IJ' IN I I I I � III I \ �j• I �- -- - � —•—•—•—•—•—•—•—•—•—•—•— n II 4N \ '' I I III 2 2X12 I I \- I I NI • I IiIN� i/ i I I I I -- - --- - - --- ----- -- - - --- I I j ��-- - - - -,--- - - �� - - - -- - I - --- - - - - a. L _ I -- ,-- -- - -J ED6EOF ROOF LINE I I I I I \ N l j I I - - - 1- - —L — - --- --� - --- --- --� EDGE OF DECK BELON i III i I III =� ! I IIIII � � \ III III /� 2" X l2" ROOF RAFTERS � I I I �• � rl � .I-!-I / @ l6" O.G. � I FL5HlN6 (2) 2 TRIPLE R.R. \ (2) 2 X 12 III / TRIPLE R.R. I ICRICKET _J= _ _ __ _ _ _ _ —._ —•-----.----_-_--•--- ----------------------------.-------.—.------- - � — - -———--—— - -- _ — — - � �� I I . (2) 1-3/4" X 11-7/0" R/06E BEAM 6 X 8 P05T BEL01 I I I ! >; �� 6 X 8 P05T BELOW / � GAP j I � � / cv F.P. � I I (3) 51MF50N L90 I I P CONNEC TORS I (2) 2X12 j \ ,- / I 111 - - - - - - - - - - -I— \ CR�,KET TRIFLE R.R. � ; TRIPLE R.R. _ _ _ _ _ ._._. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — ! FLA5HIN6 2 X 12 ROOF RAFTERS IIIII X I I �,�%- -- � ! _ ====-2 2 X 12 SUNDEGK I� � I uI I III � 1�/ � I ' I I • ! � IIIII FLA5HIN6 IIIII �% i AL16N NITH -- --- - -r - - _ — — �— - --- -� j CATHEDRAL (J � �- - - -- - T —��— -- �- - --�-- - -- _' — _ —L— --- - —1- - _ = -- L �- - -- - - - � - - -� WALL BELOW. p- -� --1--- -- - -� I / z ! VERANDAH / N ! (BELON) ! N \ I I j I IN \ II r = �--- - - - - - - - --- - - -- - - - - - - - - s Zsr L - - - - - - - - -- - - --- ---Fz= _L- - -- - - -- - - ------ - ---- --- sZ -N-1 - --L _j---- -- - - - - - - -- - --- - - - - - - - --L -4 J-- - -- - -- - - -- - - -- - ---L -LJ---- - -- - - -- -- - - ---- - ---------I- J--L ROOF 1=RAKN& FLAN y1� +df SCALE (1(jr - -- PROJECT TITLE: DATE: REVISION:Q NSA PROJECT #: Nemschick Silverman Architects P.c. PROPO./ED RUIDE/YCE: OCTOMIR 11, 2005 JVA 04-1076 "...the business of ARCHITECTURE." _ _.. 545 WILLIAMf BURG DRIVE _...-.. .__._. _.... .. . ... SCALE: DRAWING NO.: ._, � .. . . ... . . fOUTHOLD, /1Y 735 Deerfoot Path - - 0__U.T -------- _ _ - - - --- - - — - -- �/ /VOTED F1 Cutchogue, New York 11935 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631-734-7007 Fax : 631-734-7347 www.ns-arch.com 1000 78 05 16 FLOOR PL�/`I �ORTH i I COPPER CONGEALED FLASHING AT ROOF INTERSECTIONS STANDING SEAM COPPER ROOFIN6 OVER 30#BLD6. FELT OVER (2) LA1'FR5 OFY4" G.D.X. PLYWD. SHEATHING FORMED TO FIT EYEBROW WINDOW PROFILE. SET PLYWD. OVER FIELD LAMINATED 'R/55" TO FORM ROOF RAFTERS OVER EYEBROW kV/WOW. LAMINATED PLYWOOD TO BE ! (2) LAYERS OF 3/4" A.P.A. RATED GLUED TOGETHER AND GUT TO FORM ARCHED ROOF RIB5 AT 12 OC A5 6ONTINUOU5 RlD6E VENT INDICATED. (2) LAYER5 OFY4" GYP. BD. FORMED TO FIT TIGHT _ AGAINST RIBS OF EYEBROW WINDOW ABOVE. TAPE, NFW(2) l-3/4"X ll-7/8" ML RlD6E BEAM �I ' �._ -�"/ L INE OF EYEBROW DORMER OVER 3-60AT SPACKLE, PRIME AND PAINT AS PER OWNERS __ /�' !I �' > ,Y +'. '' MAT � - CLERESTORY WINDOW. REFER TO FLOOR SELECTION e X "' X_ _ .. _ xX`x_ X.-X_x_ X X -- ,"° PLANS AND ELEVATIONS FOR ADD'TL INFO. CONGEALED COPPER FLASHIN6 AT ROOF/WALL - it i�- —� �% � � � I l"DlA VENT HOLES AT EACH RAFTER FOR NT R ECTION -� 6ONTINUOU5 VENTI I E 5 L ATl ON AROUND ROOF 6R055 FRAMING LOGAT/ON OF EXTERIOR WALL BEYOND - EXTEND UP AND ENGAGE WITH SOLID BLK6 BETWEEN R.R. - -:5z L I MI T5 OF I NSUL TED A TTI G SPACE. 2x12 ROOF RAFTERS AT 16" OG 2 X 8 G.J. I6" O.G. 12 -i/ � �/ TI T �I � ���l V \ 12 5 ROOF CONSTRUCTION: 5 r ASPHALT ROOF 5HIN6LE5 OVER I5#BUILDING FELT NEW GONGEALE ALUM. 6UTTERS T OVER Y2" G.D.X. PLYWOOD SHEATHING COVER ROOF Y � \ AND LEADERS T 5 / �\ RAFTERS WITH R-30 P16H DENSITY l B. INSULATION AT 6RADE - TYPICAL FOR ALL BETWEEN AND FINISHED WITHY2 6YP5UIM WALLBOARD, TAPED, SPAGKLED AND PAINTED A5 \ PER OWNERS SELECTION (2) 5XI2 HEADER } IxIO FASCIA AND TRIM BOARD TOP OF PLATES - - _= -- - - -- - - - -- -------- --- - -- i i" TOP OF PLATES ELEV. l9'-1 1/2" I I ELEV. l9'-I l/2" [ III L NEW ONGEALED ALUMZ1—\ 60TT 5 D 5 TO VENTED BEAL7DOARO WD J ( 5PLA5H BLOCKS AT 6RADE - TYPICAL FOR ALL 5OFF/T5, PAINTED TO MATCH VV TRIM. VENTING PANELS TO DEGORATIVE TRIM TYPE ^ND HAVE INSECT SCREENING , STYLE PER OWNER SELEG710N. VERAN5AH PROVIDE INSULATION BAFFLE AND I AIR SPACE IN FINISHED CATHEDRAL fl INTERIOR WOOD GOLUMNS SEE ' - GE/L 1 N65 FROM SOFFIT TO RlD6E III I DETAIL FOR MORE I' VENT FOR CONTINUOUS AIR FLOW o III INFORMATION. �� EQ EQ EQ EQ NEW WINDOWS AS PER FLOOR PLAN CO y, NEW 4" lPF DECKING, FINISH O AND ELEVATIONS. SET WINDOW WITH CLEAR WATER SEALER / cO STAIR LANDING TO BE 2 X 10 - HEADER HEIGHT AT 6-8 A.EF GON5TRUGTION. FADE WITH REPELLENT BYN GABOT OR , ARCH APP'VD EQUAL. DEGORATIVE TRIM, TYPE AND Ii1 STYLE AS PER OWNER'5 m SELECTION. o I CULTURED STONE FAGIN6 ,AT 5T ,3 - m CHIMNEY AND EXPOSED i FOUNDATION WALLS, PILE (GAPS, ETC. AS PER OWNER5 SELEEGTION. a TOP OF SECOND FLOOR --- -- -- -- -- - - -- - I = ELEV. // l //2° N Z-- _ — — --- — — - — — I I �/8" TJI�.J. � 16" O.G. BEYOND I � �I (5)2X12 BEADBOARD WD PLANK SOFFIT, RUN PERPENDICULAR TO - --- - � /.// 4-8 Ij FRAMING AND SPADED TO ALLOW FOR PROPER WATER PROVIDE 3Gz' ACOUSTIC F.B. INSULATION FOR SOUND CONTROL AROUND ENTIRE A H . _ DRAINAGE OF VERANDAH PAINTED TOM MATCH TRIM MECHANICAL ROOM WALLS TOP OF STAIR LANDING KI T6,qEl y Yx ;�, y,_ ,_ , ELEV. 7'-6 3/4" FLOOR 6ON5TRUGTION AT STAIR: 3/4 APA RATED T�6 PL 7-WOOD SUB w NEW TUGSON STYLE POST, FLOORING, GLUED AND SCREWED TO 3X6 PAINTED WHITE TO MATCH HEM FIR #Z FLOOR JOISTS a lZ" OG X T OR �H � PERMAGAS - i_ TRIM. ( B 6 EQUAL) EXTERIOR WALL 6ON5TRUGTION: - I-- -- I' / A�1 CEDAR 5/DIN6 OR AS ) ER OW F.F. NERS SELECTION # l5 BLD6. FELT \ - ---- / 4E MIN. F.R. G.D.X. PLYWD. SHEATHING HANDRAILS TO BE MIN. _ - � 36" HIGH. BALUSTER SHALL BE 2X6 TOP PLATES OVER 2X6 WD. 57UD5 l6" OG , l SPACED AS PER GODS IS) OVER 2X6 SOLE PLATE l - I � 542' (R-2/) INSULATION WITH VAPOR BARRIER BETWEEN STUDS AND)2' GYPSUM WALLBOARD, klITH 3-GOAT TAPE ! AND 5PAGKLE AND FINISH AS PER OhdNERS SELECTION CONGEALED FLASHING BEHIND SIDING AND OVER LEDGER BD. FLOOR 6ON5TRU6TION: I � 3/4 APA RATED TAG PLYWOOD SUB ---- / 51MF30N JOIST HANOER5 AT 2XIO FIT LEDGER BOARD ',' FLOORING, GLUED AND SCREWED TO NEW __.-� _ i ! BOLTED TO 57RU6TURE WlTHY2'LA6 BOLTS SPACED /2" I_i l - _ �� 1/-7/8" TJI FLOOR JOISTS P 16" O.G. A5 OF 5TA66FRED. -_ - - - _ ---__ 1 ;=.j PER NAILIN6 SCHEDULE TOP OF FIRST FLOOR TOP OF FIRST FLOOR 01 / - I _ t� ELEV. O'-O" -- - � - - )(, _ _ - _�� ) -- �� );� -- --- )�) I ELEV. O'-O„ r / t 'X 9-l/2" M.L. HOR. I / / / i / / \� \i / / / I / — C 0 ! ! O O 2xl0 P.T. I2 O.G. 3 X 12 PRESSURE TREATED GIRDERS THRU -, ;, 0 0 O T A -SEE F.P. FOR MORE INFO - B LIED ON DO H 5 lDFS TO NEW IO"Dl ---- PRE55URE TREATED WOOD PILES DRIVEN TO REFUSAL, SEE 51TE PLAN AND STRUCTURAL FRAMIN6 FOR MORE INFO. 3 X 8 6R055-BRA6IN6, A5 PER PILE FDN PLAN REQUIREMENTS. TOP OF GRADE I _ - --- ---- - -- - ------ -- -------- ---- ----- — —— —--- —— ----- -- — — --— — -- -- — — — — — + ---—— --- —--- -- -- —— r — I r ELEV. 5 O - V.I.F.V. F. - f, -, -' --- --- - - - - I 1 - j I' ---- —— - --- ------ -------- —-- — — ! — ------ --- — - -- — —--- -- ------------ --- — - --- — — — ——— — — —— -- — — — — --- ---- — — -- — — —— — I --- — —— — —— — --- ----- — — — —— — —— ! -- — ... - -- -- I - -- --- --- ---- . ----- ! - - - -I -- -- - - - - - - - -- I -- -- I r - r--- - ----- I r --- --- --- - --- I - - 1 --- -- - -- --- r --- - - --- - - - -- - - f--' ---- - - - --- - - --- ----- -- f -- - -------- --- - I' ---- -- - , - - ------ I - --- -- _ — I - - _ I 1- ------------ ---- - -- - - ------' — I --- - - - --------- ! :.---... -- -' --- - ----- --- - - ' PAINTED G D X PLYWOOD 50FF1 T SECURED TO - - - I I - - I, I -- - - I I - -- -,— --- I --I, - -- -- - ! --I r - - -- --- - - - - -- - --- - -- ------ =---- -- - -- ---- - - - - -- - - -! - - - - _� ---�. - -- - - ---- - ! - I I -, I ! ! _T - I I - - ----- I I -------- - -- FLOOR FRAMING WITH MlN l / GALV ]DECK SCREWS - _ f I I 1 ! --- - ---- -- ------ ---1 I --- - ----! ! -- - ---- ----- -- - - - - 8 ---� I ----' !-T - ----------- -- - --- ----- I - --- --- I i--------- - -- - 1 1 - ----------- i__; I- I ---- 1 -;- ---- ---- - --- - -- 6 OG AT PERIMETER OF PANELS AND l2 OG IN FIELD. �, A� P — — _- —— -- I I I — I _ I I I j_ —+ T—�J f — -------— --- ------ _ t� Ch` - '' `�ti. R`C� _. .__ I PROVIDE MINIMUM(2) 3 DIA. VENTILATION GRILLES r, (W/SGREENS) AT FAGH END OF VERY FRAMING BAY c„ ' '�:^. Q FOR COMPLETE UNDERSIDE OF FINISHED SPACE A I', } F � I'I 5GAL E = 1/2 =1-O ll -- - P;CJ=CT TITLE: 1)A, F-: REVI$IMQ NSA FROJECT # -- N mschick Silverman Architects P.c. � PROPQ/TD RUIPUNCL. e _ OCTOPMER 11, 2005 IVA 04-1076 N p the business ofARCHITECTURE. - -- - --- --- - -- _---- -- - - -- ---------------- ---- --------- - --- 545 W�LU�I"��PJURG �RIV� / ---- -- —-- - -- --- --------------- - --------- -- --- - - - ----- - - -- — - ---- -- -- - ----- - — ------- ----- - -- -- -- --- ---- C ALE DRAWING NO _ JOUTHOLD, AY _ I --- --- --- --- ---- --- — -- --- A-f/10TED 735 Deerfoot Path ------ --- - - - - -------- ------- - - ---- - --- --- -- ------ - ----- --- - Cutchogue, New York 11935 i , >� DISTRICT T SECTION- BLOCK-- - LOT: DRAWN BY - -- - A-4 Phone : 631-734-7007 Fax : 631-734--7347 www.ns-arch.com 1000 78 05 16 FLOOR PLAA AORTIC II 'GOF-A-VENT" R/D6E VENT(TY`F) ! NEW 5TAND1N6 SEAM COPPER ROOF 30 YEAR A5PHAL T 5H/N6LE ROOF OVER 15# BUILDERS FEL T OVER I/2" G.D.X. OVER 15# BUILDERS FEL T OVER 1/2" . PLYWD. SHEATHING G.D.X. PLYWD. 5HEATHINC7 ON RAFTERS. 01 APPROVED FLUE CONGEALED COPPER FLA5HIN6 A T ROOF/ROOF INTER5EG TION INSTALL ACCORDING TO I MANUF 5FE65 e N. _- CODES. ® z 12 NEW CRICKET A T HIMN Y "I 12 C E TOP OF R15cE - I \-5 - ELEV ----- - 1 - a -• MIN. TO ROOF 5TRUGTORE 5 PROVIDE ALUMINUM STEP BITUTHENE /GE-6UARD FLASHING „ i I � �' -` I I I FLASHING AT ROOF/CHIMNEY 2'-O" MIN. g ALL ROOF ED6E5, HIPS, - -�\\- — \-�;— -;' INTERSECTION NEW GUL TURED 5 TONE PAGING A T _ CHIMNEY AND EXPOSED FOUNDATION VALLEYS e ROOF OP65. \ --�� ,.��-- �\ -( WALLS, PILE GAPS, ETC. A5 PER !_ _ i ! NEW ALUMINUM GUTTERS AND I I~I \ ! .`-�- ---;- ( I ( OWNERS SELEG TION. \ R I � IiI I I � I LEADERS TO SPLASH BLOCKS _ �, ! _ - L _ \ U- i- ( -I \� I AT 6RA17E - TYPICAL FOR ALLILL— !! T'� I � I 111 ! ' I r' I I I I \ I ! •; - �-_�- 4----! 1_ I -�-, �---' I I - --y— -;- VENTED BEADBOARD HD ! - - - SOFFlT5, PAINTED TO MATCH TRIM. VENTING PANELS TO - _ — -- roe OF t�LA rE5 HAVE IN5ECT SCREENING ELEV. l c7'-1 1/2„ PROVIDE INSTALL NEW HANDRAILS. - \ I X l0 HD FA5ClA RAILS TO BE MIN, 36 H16H. BALUSTER i I i PAINTED H T I wIETYP0oN. SHALL BE SPADED 6 MAX. X =IOrt I06 10� Y W (C04 i I O I f III I I I'i �II > ; < < 1 J D C z D Da 1 C I � I1-- TOFI ON - -- ---- --- - - --- — -- --- — -- — - ELEV. ll'-1 1/2" ------------ ----- TOP OF PLA TE5 - -- - - -- ELEV. /O,0„ � I G G TH 1 1 I ll I NEw TUG SON STYLE o T, f - ---- -- - -- _ -- -- - - -- - --- - - - - 1 - --- - - --- - --- - -- - -- - -- - PAINTED WHITE TO MAT-GH - ---- --- - TRIM. (HB�C PERMACA5T / OR EQUAL) - — I A � D /F F J I. I 02 I OI O I — I III II I : Hi 1 -- - ! I f I I I I ! I II I I � 0 I II I I i I I III! II I t - - -- - -— -11 -- -- -'I - ---- --- -- __ -- -- -- ' ----- ----- - _-------- ''=___ -- TOF OF FIR5T FLOOR ELEV. O'-O" T -- - ---- - ---- - ------- -- -- - --- - I I v . ! , I _ ! ; ! : �; I ; - ; ; -;--- LATTICE � DECORATIv�E TRIM WORK. - t1 r - -- ; I - - - =-+ , a , _ - • ,, , - i -- 3 ...._;..... - ; - --- J-L WOOD 5 TEPS 5 TO GORE. RAIL I I • I • I - - ---- -'= TOF OF C7RADE (ARFFOX. - V I.F) ELEV. - 51-0,1+ JZ f III OF r N i - /� - - -- --- -- --- - ------ -- - -- -- - - - - -- - ---- -- - -- - - - - PROJECT TITLE - 'I DATE: REVISIOrk-Q ----- - - ----- ' -- - --- -- - - - J;A PROJECT # Nemschick Silverman Architects P.C. PROPO,JLD R�/IDF_/`ICE: IOCTObLR 11, 2005 /N/A 04-107b "....the business of ARCHITECTURE." I' -\ I __ ---- -- -- - ---- ---- - --- --- - - -- -- - --- -- -------- ----- ---- - -- -- --- - - - -- -------------------- -- ----- ------------ ------- --- --- ----- - - 545 WILLI�Mf P�URG DRIVE � - - - i - ---------- -------— -- - --------- -- ---- - - -- - — - -- ---- - ---- --- ---- - -- - - - --- -- —------------- -- --- ------------- --------- ------ --- S� r l - -- - - - - - -- - -- --- -- - --- RAW I D 735 Deerfoot Path ---- -- -- - --- - ------------- --- -- - ---- ---- -- ---- -- Af/NOTED Cutchogue, New York 11935 Fax : 1-7 4-7 347 www.ns-arch.com DISTI„OT sECTlor! 1 B, O v nT: DRA�vVN BY A-5 Phone : 631-734 7007 Fa 63 3 05 l b FLOOR Rut, /NORTH II - - - --- -- - - - ---- - -- - - - - — ------ - - - - - 1000 - -- - -78 I 1 I II � I I I I 30 YEAR ASPHALT 5HIN6,LE ROOF U.L APPROVED FLUB INSTALL OVER I3# BUILDER3 FEL T OVER 1/2" . A660RDIN6 TO MANUF 3FE65 N.Y.S. ATHIN N RAFT R ---XPYWD. SH 60 E5.G.D. L E ROOF CR/CKET BEYOND. (VIF) '3/TUTHENE" ICE-GUARD FLA5HIN6 2-O MIN. @ ALL ROOF ED6E5 HIPS I VALLEYS, ROOF OP65. -' - NEW 3TANDIN6 SEAM COPPER ROOF JI - # I � j OVER l5 BUILDERS FEL T OVER l/2 G.D.X. it 12 , �, , � , I I i -- ---�-,--�- PL YWD. SHEA THlN6 -- - - �- _ - 12 ROOF RAFTER FLARE' RAD105 A5 - ! L= t '- 5 PER ARGHI TEG T. I Ij i ,� LI�LILL I i TOP OF P I L� E5 ELEV. /9-1 1/2 FLASHING FLASHING - - --- - —FLASHING I � l X lO HD FASCIA PAINTED I li WHITE(TYP. UON) _ I, I = i VENTED BEADBOARD HD Z AA MA C H T I SOFFITS PAINTED TO NEW CONGEALED ALUM. 6UTTER5 HAVE INSECT SCREENING AND LEADERS T �� GG DD BLOCKS AT GRADE - TYPICAL n I ' I FOR ALL TOP OF 5E60N17 FLOOD —— TOP OF PLATS � FLASHIN6 - - FLI�SHIN6 ELEV. lO lsO,l - -- ---- --- - - -�_ PROVIDE $ INSTALL NEW HANDRAILS. RAILS TO BE MIN. _ _ -- - >=LASH1 N6 36" HIGH. BALUSTER SHALL BE 1 SPADED 6" MAX. WOOD FENCE AND WALK —I�d j _-- _II ® I ll NEW TU63ON STYLE POST, PAINTED WHITE TO MATCH TRIM. (HB,$6 - K PERMACA5T OR EOUAL) TOP OF F/R5T FL OOP ELEV. O'O" - - - - --- --- -T,-- -- --- - -- -- - - - - - -------------------------- - --------- ---- - - - -- LATTICE DECORATIVE - - _ +.._.. .. , } _. -- ' + - _ i + - } ..... . - - _TRIM WORK. - - - _. . - 7 wooD sTEPs � RAILs. -- - � ----� ' I . TOF OF GRADE (AFFROX. - V..1.F) --- - -ELEV. - 5'-O"± - NEW GUL TURE17 STONE FAGIN6 AT NEW FOUNDATION5 AND FOOTINGS CHIMNEY AND EXPOSED FOUNDATION A5 PER STRUCTURAL DRAwIN65. WALL5, PILE GAPS, ETC. A5 PER OWNERS SELECTION. II i i \ Aa 1 i C� SCALE O. r. T f;v J O, F' rr' I I III I PROJECT TITLE DATE. REVISMQ NSA PROJECT # PROPQfED R�/117LACL: OCTOP5ER 11, 2005 tVA 04-1076 Nemschick Silverman Architects P.c. j the business of ARCHITECTURE." F" ---- ------ - - -- ---- --- -------- -- -- ------------- —--- ---- i - - - ---------------------------------- -- -- - -- - 545 WILLIAM,JbURG DRIVE - - -- ----- --- --- -------- - - - - ----- ----------------------------- - - i� � � ��✓/ --- -------- ----- - - -- - - - - -- - -- - --- -------�---- -- --- --- - -- --- --- - - - — - -- - - ----- SCAfLE DRAWING N O- - ,/OUI-MOLD. /YY �// - -- — --- --- --- ---------- ---- - - - - - -- -- -- -- --- --- ------- - - - -- --- -- - ---- ---- - --- - - --- -- - — -- A/ /VOTED Cutcho ue New York 11935 ; A.b I 735 Deerfoot Path g �/, DISTPI, T SECTILfI BLOCK: LOT: DPA\WPI BY Phone : 631-734-7007 Fax : 631-734-7,347 www.ns-arch.com - l - -- ---- FLOOR PL /1 /YORTI� - - - --- - 1 1 - - - ----- --- 1000 78 05 L 16 j II I - I I CONCEALED COPPER FLASHIN6 AT ROOF/ROOF INTERSEC TION i "GOB-A-VENT" R1D6E VENT (TYP.) ' NEW STANDING SEAM COPPER ROOF, .30 YEAR A5PHAL T 5HIN6LE ROOF OVER 15# BUILDERS FEL T OVER 1/2" G-D.X. OVER 15# BUILDER5 FEL T OVER 112" . PL YWD. 3HEATHlN6 G.D.X. FLYWD. SHEATHING ON RAFTERS. U.L APPROVED FLUB INSTALL 'BI TUTHENE" ICE-GUARD FLA5H/N6 ACGORDlN6 TO MANUF SPECS 2-D MIN. @ A ROOF N.Y.S. CODES. ALL ED6E5 HIPS VALLEY5, ROOF O.P65. 1 z _ — 12 NEW CR K T lC E A r CHIMNEY TOF OF R/DGE cyI 12 NEW CONGEALED A UM GUTTERS , � ;� _ � PROVIDE ALUMINUM STEP AND LEADERS T MIN. TO ROOF STRUCTURE / _ �_, j FLA5H/N6 AT ROOF/CHIMNEY - - - - - -- ��— �'- i`'_ I '�--- BLOCKS /�l" GRADE - TYPICAL �- J-} FOR ALL —` - - INTERSEG TION NEW CULTURED STONE FACING AT CHIMNEY AND EXPOSED FOUNDATION �'�' - � _��� WALLS, PILE GAPS, ETC. A5 PER i I --� I I I ' ----- � ---.Imo, ,�� ROOF RAFTER FLARE" RADIUS A5 OWNERS 5ELEC TION. yl� i —_-�—I ( I ,_ , PER ARGHI TEG T j !! '' I li i � � � � _ � � ;� �' i VENTED BEADBOARD WD 50FF/T5 : I l X lO WD FASCIA, PAINTED — - -�._ �j 11 ! I i I I 1'' PAINTED TO MATCH TRIM. VENTIN6 I - - WHITS�TYP LION) ,-.--'-�.-� --, �-- � -- �--�-�-,-,-�--.��--1 -� -, .-: -�---�, -- -` � ; . L- -,�- - --- � � �-- -- -- � -------� -�; - ----.---1--� -`....�--� -�-- -•-�---�:- J--1- -�--- I ��_- � � I TO 5EG T SGREENlN6 I TOF OF FLATE5 ELFV l9'-1 1/2" -- - PROVIDE INSTALL NEW HANDRAILS -- I TO BE MIN 36" Hl6H BALUSTER SHALL i BE 5PA6ED 6" MAX. 5T N_ O E CHIMNEY GAP. _ 11 0 i 1 1,, TOP OF 5,E60N5 FLOOR - ct� ELIEV. 11'_/ 1/2„ ----- --- _ - - --------- --- ----- --------- - ------------- TOP OF FLATE5 ----- I I II i - I I i I - - - - -- j - 1 / I , I,II I . I III II TOF OF F/R5T FLOOR ELEV. O'-O" — - r--T-�— - ---- - --- -- - --- — - - - -� - --- f '- I� — — _ ---' �-- 1. -�._..._r � NEW FOUNDA TIONS AND FOO TI N65 + + , - ! - - - - I - -- J NEW CUL TUBED STONE FAC lN6 A T CHIMNEY AND EXPOSED A5 PER STRUCTURAL DRAWIN65. - - - ) f E -- t - ; + --' i ' i � - , ,- , --, , ...... -- -�-. _ � _ 1------� - -`-� � ,-;-;--- ,; ;-;--�-; ' -I -� WALLS, PILE GAPS, ETC. A5 PER OWNERS SEA EG TION. I ;- � FOUNDATION - NEW FOUNDATION5 AND FCCTIN65 TOP OF &RADA AFFROX. V.I.F A5 PER STRUCTURAL DRAWINGS. I a I LATTICE DECORATIVE TRIM WORK, I EXTE�?lOR SHOWER "HUT"- �TYP/CAL). REAR L V AT O I� ; I I Cd7 �l' 1 �ry o �1 , F G R! PROJECT TITLE DINE REVISION Q NSA PRCJECT PROPQJLD RUIUMCL: Nemschick tSilverman Architects P.c. OGTOP�ER ll, 2005 04-1076 "'..,the business of ARCHITECTURE." r - --- - - --- - - - - - - -- - - -------------------------------- --- -- --- ----------- ------------------------------ -- --- - - - - K 545 WILLI�Mf 6URG DRIVE -- -- - -- - --------------- ----------- ----- --------------- ---- ------ ---------- -- - - -- - ----------- ----- - ----------------------- - -- -- - - ------- - - --- j fOU-MOLD, NY _wLE. DRAwIN� IJo: 735 Deerfoot Path , -- -- --- �/ NOTED Cutchogue, New York 11935 --- ---- --------- ----------- - -- - - - - ---- -- - - ----- ------- --- ' j� DI,,TRICT SLCTOfJ ELOCK: �LOI D?A,WN B' Phone : 631-734-7007 Fax : 631-734-7347 www.ns-arch.com A-7 - ----- - - -- --- ---- - --- ---- -- - - - --- - --- --- - - - -- - - - --- - - - - - ----- -1 - �t=LOOR PL�/`I /YORTU _-- --- - - -- 1000 ;- -- 781 051 --16 i U.L APPROVED FLUB INSTALL ACCORDING TO MANUF 5PE65 � N.Y.5. CODES. NEW STANDli 5EAM COPPER ROOF -__ OVER 15# BUILDERS FELT OVER I/2" G.D.X. NEW CUL TUNED S TONE F=ACIN6 A T __ ___- - - PL'rHP 5HEA THING CHIMNEY AND EXP05EL;l FOUNDATION WALLS, PILE GAPS, ETC, A5 PER OWNERS SELEC rION. ROOF CRICKET BEYOND. (VIF) ROOF RAFTER FLARE.. RADIUS AS l - 12 BITUTHENE" lCF GUARD FLASHING 12 _ ----- PER ARCHITECT. j' L =y -� -a-- ti 15 2,_0„ MIN. @ ALL ROOF ED6E5 HIPS 5 - _ `ram VALLEYS, ROOF OP65. ------------ �_i�_-- I-� --t - ' !' , I - TOP OF FLATE5 NEW CONGEALED ALUM1. 6UTTER5 - - ,-- --- ELEV. l9'-1 1/2„ AND LEADER5 T rA I FLASHIN6 - FLA5HIN6 - _ - I - FLA5HIN6 - BL OCKS AT GRADE - �TYG PIAL - - -- - FOR ALLT�- 1 X lO WD FASCIA - -- PAINTED MIT rF VON) JJ 212 — — KK MM NN _ - - PROVIDE e IN5TALL NEW WOOD DECK 5UARD,1RAIL LA66ED - - -- - -- — — - TO NEW STRUGTURB �� - - z=-- - - HANDRAILS. RA/L5 TO BE - � _ I `��f �� `� I, .\ `��� I I MIN. 36" HIGH. BALUSTER f 1 � SHALL BE SPADED 6 MAX. - I I I� I I I -- - NEW TUGSON STYLE PILASTER _-- PAINTED WHITE TO MA7TCH -- - - TOP OF SECOND FLOOD TRIM. (HBe6 PERMACA_`ST OR -_ -_-_ --- - - - -- --------- -- - ---------- ----- -- - ---- ____ - -- - _ - ELEV ll'-1 I/2„ EQUAL) _ ---- - -- -- - TOP OF FLA TES - >=LP5HIN6_ _- - FLA5HIN6 -_ ELEV. IO`-O" WOOD FENCE AND WALK ----- _ VENTED BEADBOARD WD 5OFF/T3 PAINTED TO MATCH 7i TRIM. VENTING PANELS TO -1CA HAVE IN5E6 T SCREENING = — j I l LLJ --J - NEW TUG50N STYLE j I®� -- - = - --I - ---- - -- PO5T, PAINTED WHITE TO I T U MATCH TRIM. HB$6 I ( PERMACAS T OR EQUAL I ) - -- -- - - TOP OF F/R5T FLOOR _ --- -- -- ---- ELEV. O,_O„ I NEW FOUNDA TION5 AND FOOTIN65 AS PER 5TRU6 TURAL 19RAWIN65. TOP OF GRADE (APPROX. - V l.F) ELEV. - 5 _O"f D l ti OF Nli PRO'E T TITLE D, .TE: REVI81M - -� � Q �, NSA P!?OJECT # � RNemschick Silverman Architects P.c. I PROPO-M) RFfIDLNCL: OClOMR 11, 2005I /1 04-107b "... .the business of ARCHITECTURE." ! �T-j. --- -- -P___ ---------- - -- -- - — - L - - - ----- -- - - - - - ------ ----------------- - -- - --- --------------------- - ---- - --- -- - RG DRIV MCA------ --- ----------- - - -- - - - -- -- - - ------------------ - -- - - - - - - - _ �E. DRAW IfJG f lO- ---- - -- - I OUTHOLD, AY-- --- -- -- -- --------- - - ----- --- --- -- ------ ----- - ---- -- - - - -- -- ---- - -- --- - -- f Af/ 0TU) 735 Deerfoot Path Cutchogue, New York 11935 DISTRICT. SECTION e,L� l< LOT: DPAwvN rA-8 Phone : 631 734 7007 Fax : 631-734-7,347 www.ns-arch.com '� I LEA /Y RTf� - - - 'FLOOR P O - -------- - --- 1000 78 - --- -- --- -------- - ------- - - i o i i S cl-11 NA L I NS SCHEr;)UL ( Xf=OSURE II II l R.O. REMARKS I.D. MANUFACTURER MOEL R.O. REMARKS N® TYPE UNIT DIMENSION MATERIAL FRAME REMARKS NUMBER OF NUMBER OF ID. MANUFACTURER MOD.EL JOINT DESCRIPTION NAIL SPACING COMMON NAILS BOX NAILS A MARVIN OR EQUAL =C-10H262342'-2 5/0"X 6'-4 7/8" W/l8" TRANSOM AA MARVIN OR EQUAL GUDH2434 2'6 3/8"X 6'-4 7/8" /0/ R - HINGED - L.H.R./R.N.R. (2)3'-O"x 6'-6" iFRENGH GLAD WOOD 6LA55 PRE-HUNG GLAD W e"TRANSOM O O F R AM I I t� � (' B MARVIN OR EQUAL - 5EE DR BELOW FOR WIDTH � BB MARVIN OR EQUAL CUPH2O10 2'-2 3/B"X 3'-6 7/9' RAFTER TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - IOd PER RAFTER 102 PR - HINGED - L.HR/R.H.R (2)3'-O"x 6'-D" iFRENGH GLAD WOOD 6LA55 PRE-HUNG GLAD W/18"TRAN50M G MARVIN OR EQUAL SEE DR BELOW FOR WIDTH GG MARVIN OR EQUAL CUDN2O10 2'-2 3/0"X 3'2 7/8" CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - IOd PER JOIST 103 HINGED - R.H. 3'-O"x 6'8" FRENCH WOOD 6LA55 PRE HUNG WOOD EXTERIOR GRADE FINISH D MARVIN OR EQUAL CUDH2054 2'-2 3/8"X 6'-4 7/0 W/18" TRANSOM DD MARVIN OR EQUAL 6UDH2O0 2'-2 3/8"X 3'-8 7/8" CEILING JOIST TO PARALLEL RAFTER (PAGE-NAILED) (HEEL JOINT) E MARVIN OR EQUAL GUDH2 434 (3)2'-6 3/8"X 6`-4 7/8" W//8" TRANSOM EE MARVIN OR EQUAL GUDH2O/8 2'-2 3/8"X 5' 7/0" /04 N/N6ED - R.H. 3'O"x 6'-8" FRENCH WOOD 6LA55 PRE-HUNG WOOD RAFTER SLOPE: 3:12 22 - I6d 22 - 40d 4:12 1-7 - I6d 17 - 40d „ 105 PR - HINGED - L.H.RIP.HR (2)2'-4"x 6'-8" FRENCH WOOD 6LA55 PRE-HUNG WOOD EXTERIOR GRADE FIN15H 5:12 14 - I6d 14 - 40d EACH LAP F MARVIN OR EQUAL GUDH2C�34 2'-2 3/8"X 6'-4 7/8" W18" 7RAN50M FF MARVIN OR EQUAL GUDH2430 2-6 5/8 X 5-8 7/8 W e TRANSOM -7:12 10 - I6d 10 - 40d � l06 HINGED - R.N. 3'-O"x 6'-8" VINYL GLAD/6LA55 PRE-HUNG WOOD l"I/EX GRADE FINISH MTL. SCREEN DR q:12 AND GREATER 8 - I6d 8 - 40d 6 MARVIN OR EQUAL - 5EE DR BELOW FOR WIDTH 66 MARVIN OR EQUAL CUDH2430 2'-6 3/8 X 5-8 7/B W/l8 T PAN50M lB" TRANSOM l07 HINGED -L.N.R. � � � 50�ID GORE MA50NITE PRE-HUNG WOOD CEILING JOIST LAPS OVER PARTITION (PAGE-NAILED) H MARVIN OR EQUAL - 5EE DR BELOW FOR WIDTH HH MARVIN OR EQUAL GUDH2O0 2'-2 3/0"X 3'-8 7/8" 2-6 x 6-8' RAFTER SLOPE: 3:12 22_ I6d 22 _ 40d 4:12 17 I6d 17 40d I J MARVIN OR EQUAL GUDN2U34 2'2 3/8"X 6'--4 7/B" W/lB" TRAN50M JJ MARVIN OR EQUAL CUDH2OIA 2'2 3/8"X 3'-e 7/0" 108 HINGED - R.N. 2'-6"x 6'8" SOLID GORE MA50NITE PRE-HUNG WOOD 5:12 14 - I6d 14 - 40d 7:12 10 - I6d 10 - 40d EACH LAP K MARVIN OR EQUAL GUDH2634 2'-8 3/8"X 6'4 7/8" Well TRANSOMKK MARVIN OR EQUAL GUDH2Ol8 2'-2 3/8"X 3'-8 7/8" /09 HINGED - R.H. 2'-6"x 6'-8" 500D GORE MA50MITE PRE-HUNG WOOD q:12 AND GREATER 8 - I6d 8 - 40d L MARVIN OR EQUAL GUDH2(634 2'-O 3/8"X 6'-4 7/0" W//8" TRAN50M LL MARVIN OR EQUAL CUPH2O14 2'-2 3/8"X 3'-O 7/8" //0 HINGED - R.N.R. 2'-6"x 6'-8" 50L/D GORE M45ONITE PRE-HUNG WOOD ROLLER TIE TO RAFTER (PAGE-NAILED) RAFTER SLOPE: 3:12 7 - IOd 7 - 12d M MARVIN OR EQUAL 6UDH3020 3'-0 3/8"X 5'-4 7/8" MM MARVIN GR EQUAL 6UDH2O10 2'-2 3/0 X 3'-e 7/8" 4:12 6 - IOd 6 - 12d 5:12 4 - IOd 4 - 12d PER TIE 6:12 AND GREATER 4 - IOd 4 - 12d N MARVIN OR EQUAL GUDH3o2B 3'--O 3/B"X 5'-4 7/0" NN MARVIN OR EQUAL G0H2O10 2'-2 3/8"X 3`-8 7/8" 20/ HINGED - L.H. 2'-6"x 6'-3 50LID GORE MA30NITE PRE-HUNG WOOD O MARVIN OR EQUAL GUDH2/Ol8 2`-2 3/8"X 3'-8 7/8" 00 MARVIN OR EQUAL GPT0417 7'-I"X I'-5 15/l6" MOTORIZED 202 HINGED - R.H. 2'-6"x 6'-8" 50LIO GORE MA30NITE PRE-HUNG WOOD BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - IOd EACH END RIM BOARD TO RAFTER (END-NAILED) 2 - I6d 3 - I6d EACH END H/E614 /'-lO 3/8"X 3'-O 7/8" PP MARVIN OR EQUAL CRT6417 7'-l"X I'-5 /5/I6" MOTORIZED 203 HINGED - L.H. 2'-6"x 6'8" 501-1D GORE MA30NITE PRE-HUNG WOOD P MARVIN OR EQUAL CUD Q MARVIN OR EQUAL GUDHIE614 /-lO 3/8 X 3-O 7/0 QQ MARVIN OR EQUAL HANN2420 2-1" X I'-8 9/I6" 204 PR - HINGED - R.H 3'-O"x 6'-8" FRENCH WOOD 6LA55 PRE-HUNG WOOD W/EXT. GRADE FIN13H MTL. SCREEN DR. � A L- L- F R A M I N �7 7/8" R MARVIN OR EQUAL GUDH2�0/B 2'-2 51 X 3'-0 205 PR - HINGED - L.H 3'-O"x 6'-e" FRENCH WOOD OLA55 PRE-HUNG WOOD W/EXT. GRADE FINISH MTL. SCREEN OR, TOP PLATE TO TOP PLATE (FADE-NAILED) 2 -I6d 1 2 - I6d I PER FOOT TOP PLATES AT INTERSECTIONS (PAGE-NAILED) 4 - I6d 5 - 6d JOINTS -EACH SIDE 5 MARVIN OR EQUAL 5EE DR BELOW FOR WIDTH 206 PR - HINGED - R.H 3'-O"x 6'-B" FRENCH WOOD 6LA55 PRE-HUNG WOOD W/EXT GRADE FINISH MTL. SCREEN DR. I T MARVIN OR EQUAL 6UDH0014 2'-2 3/6"X 3'O 7/8" We" TRANSOM 207 PR - HINGED - L.H 3'O"x 6'-e" FRENCH WOOD 6LA55 PRE-HUNG WOOD W/EXT. GRADE FINISH MTL. 5GREEN DR. STUD TO STUD (FACE-NAILED) 2 -I6d 2 - I6d 24" O.G. HEADER TO HEADER (FADE-NAILED) I6d I6d 16" OG ALONG EDGES U MARVIN OR EQUAL CU9142Z014 2'-2 3/0"X 3'--O 7/0" Me" TRANSOM 20D HINGED - R.H.R. 2'-6"x 6'-8" SOLID GORE MA30AIlTE PRE-HUNG WOOD TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - I6d 2 - 40d PER STUD V MARVIN OR EQUAL SEE DR BELOW FOR WIDTH 20q HINGED - L.H.R. 2'6"x 6'-8" 5000 GORE MA50NITE PRE-HUNG WOOD BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING 2 - I6d 1,2 2 - I6d 1,2 PER FOOT W MARVIN OR EQUAL GUDH2434 2 6 3/B X 6 4 7/B 210 H1N5ED - L.N. 2'-6"x 6?-B" 5OLID GORE MA50NITE PRE-HUNG WOOD (FADE-NAILED) X MARVIN OR EQUAL GUD142434 (3)2'-6 3/8"X 6'-4 7/8" 211 HINGED - L.N.R. 1'-8"x 6'_ell SOLID GORE NA301VITE PRE-HUNG WOOD F L O OR F R A M I N Y MARVIN OR EQUAL 6UDH2)434 2'6 3/0"X 6'-4 7/0" 212 HINGED - L.N. 2'-6"x 6'-8" SOLID GORE MA50NITE PRE-HUNO WOOD JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST Z MARVIN OR EQUAL GUDH22434 2'--6 3/0"X 6'-4 7/0" 213 HINGED - R.H.R. l'-8"x 6'-8" SOLID GORE MA50NITE PRE-HUNG WOOD BRIDGING TO JOIST (TOE-NAILED) 2 - 8d 2 - IOd EACH END 2/4 HINGED - R.N. 2'-6"x 6'-8" 51)i In GORE MA50NITED PRE-HUNG WOOD BLOCKING TO JOIST (TOE-NAILED,' 2 - 8d 2 - IOd EACH EN 25 HINGED - R.H.R. 2'-6"x 6'8" 501-0 GORE MA50MITE PRE-HUNG WOOD BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - I6d 4 - I6d EACH BLOCK NOTES: HINGED - L.N.R. 2'-6"x 6'-8" SC.i,D GORE MA501VITE PREHUN6 t1000 LEDGER STRIP TO BEAM (PAGE-NAILED) 3 - I6d 4 - I6d EACH JOIST 2I6 AM TOE-NAILED 3 - 8d 3 - IOd PER J015T x BOARDS, AND FACTORY EXTENSION JAMBS (IF REQUIRED). f} 4 EXTERIOR GRADE F(NlSH JOIST ON LEDGER TO BE ( J ALL WINDOWS SHALL INCLUDE INSECT SCREENS, FACTORY HEAD AND SEAT BOA HINGED - L.N.R. 2-6 x 6-8 VINYL GL D/6L 5� PRE-HUNG WOOD 2/7 I� WINDOW W" $ 'N"MEET THE REQUIREM'lENT5 OF THE RESIDENTIAL BUILDING CODE OF N.Y.S. FOR EMERGENCY ESCAPE BAND JOIST TO JOIST (END-NAILED) 3 - I6d 4 - I6d PER JOIST ALL GLAZING W17HIN 15"OF THE FINI5l5HEO FLOOR SHALL BE TEMPERED 6LA55 AS PER NYS CODE - - BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - I6d 2 - I6d PER FOOT VERIFYWITH MANUFACTURER FOR 5PIE6IFI6 REQUIREMENTS PRIOR TO ORDERING WINDOWS. R O O F S H E A T H I N G STRUCTURAL PANELS: PANEL INTERMEDIATE EDGES SUPPORTS i � 06 RAPH I C DES 16N CRITERIA INTERIOR ZONES 8d IOd 4" 6" / PERIMETER EDGE ZONE 5 8d IOd 411 4 I I GROUND WIND SEISMIC, SUBJECT TO DAMAGE BY ICE SHIELD WINTER UNDERLAY- FLOOD GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d IOd 4" 4 SfJOW (SPEED IN DESIGN W.JEATHER- FROST LINE TERMITE DECAY rTEMPN REQU RED HAZARDS G I L_ I G ��- -�- I N C7 o for LOAD MPH) CATEGORY ING DEPTH ROOM L16HT (5%) VENT ( o) ROOM NAME AREA N/A PER MOD. TO SLIGHT TO GYPSUM WALLBOARD 5d COOLERS 5d G.00LERS �" EDGE / 10" FIELD REQUIRED PROVIDED REOUIRED PROVIDED 45 PSF 120 R 301.2.2 15EVERE 3'-0" HEAVY MODERATE Ilia YES N/A WALL_ SHEATH I Nc� STRUCTURAL PANELS/HARD BOARD PANEL INTERMEDIATE MUD B.66 I2.53 4.35 7.16 ROOM 108.36 �I OTS ED6E5 SUPPORTS �� 1 � I �� I � DINING ROOM/KITCHEN 354.4E 20.35 B8.24 /4.17 37.90 INTERIOR ZONE 8d IOd 4" 6" AT ROOM 213.09 /7.04 77.20 8.52 32.23 I. NAILING REQUIREMENTS ARE BASED Off WALL SHEATHING NAILED 6 ON CENTER AT THE PANEL EDGE. IF WALL 4' EDGE ZONE 8d IOd 4" 6° I &RE 00 T THE PANE EDGE TO OBTAIN HIGHER SHEAR CAPACITIES NAILING REGUIREMENTS SHEATHING 15 NAILED 3" ON CENTER A E L , FIBERBOARD PANELS. 5TUDY 105.13 0.45 36.g1 4,22 18.45 FOR STRUCTURAL MEMBERS SHALL IBE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED I/16 6d3 - 3" EDGE / 6" FIELD TO MAINTAIN THE LOAD PATH. 25/32" 8d 3 - 3" EDGE / 6" FIELD 2 9.50 2/.32 WHEN WALL SHEATHING IS GONTINUODUS O'v'ER CONNECTED MEf(BERS, THE TABULATED NUMBER OF NAILS SHALL BE MASTER BEDROOM 237.73 /90/ 6�.B0 2. PERMITTED TO BE REDUCED TO I - I(od PER FOOT. GYPSUM WALLBOARD 5d COOLERS 5d GOOLERS 7" EDGE / 10" FIELD BEDROOM NO. I 142.59 11.40 37.50 5.70 /1.00 3. CORROSION RESISTANT 11 GAGE R000FIN6 NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK IBG FOR ADDITIONAL REQUIREMENTS. PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER BEDROOM NO. 2 /36.8B 10.95 28.3E 5.47 /7.36 4. ALL QUANTITIES ARE BASED ON Ih"' OG 5PAGIN6 FOR RAFTERS, JOISTS AND STUDS. DING 4 FEET ON EACH SIDE OF THE I I NI C7 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INGLU � L_ O O R S H E !dt T �"'�' NOTE, ROOF PEAK, THE 4 FOOT PERIMETEfR EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BE USED. ROOMS WILL HAVE BOTH ARTIFICIAL )L16HT AND MEGH. VENTILATION IN ADDITION TO NATURAL L16HT AND VENT PROVIDED. 6. FOR WALL SHEATHING WITHIN 4 FEET OF T JE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REGUIREMENTS SHALL BE USED. STRUCTURAL PANELS: I" OR LESS 8d IOd 6" EDGE / 12" FIELD FEET GR EATER THAN I" lociI6d 6" EDGE / 6" FIELD ALL AREAS SHOWN ABOVE ARE IN SC�U AR E EE . i �, D Af'r` � r A � O - ` - -- - -- -- - - -- - - - -- - -- - PPO.iLCT TITLE D,,\TL: REVISM NSA PROJCCT # Nemschick Silverman Architects P.c. ;,may PROPO LP RUIDF_/`ICL O CTOP5ER 11, 2005 11-fA 04-1076 the business of ARCHITECTURE. -------------- - -------------- - -- - - - -- ----------------------------------- - - / - ------ ---YO - - - - ,JOUTf�OL Y �AwIN� N 545 WIL �.- - --------- - - -- - ------ -- - - -- - - -- _ D /Y-- ------------------- ------------- . -- - ------ - -- - �V/ 0TED 735 Deerfoot Path - --- -- - - --- -- -- - - --------------- - - - -- - ------- -- -- - - - 0- - --. -- --- - n - SECTION �I_oC LOT: DIRA WP DISTRICT B1 Cutchogue, New York 11935 �; a n rch.com - 7347 www s a � Phone : 631-734-7007 Fax : 631 734 FLOOR PLA/'I /NORTI� - 1000 78 05 16 L (2)1-3/4"X/6"L.V.L.RIDGE MIN.b" ANCHOR BOLT PLACEMENT 5EE CONTRACT 51MP5ON L-70 EACH SIDE z ® OF EACH RAFTER DRAW IN65 0 2 X lO R.R.® 16"OG NJIO I " - ^ 0 g C. ® 6 O.G. �_ ( - H2 HURRICANE CLIP al6 /� l� �� - H3 5IMP50N GONNEGTOR �' 0)1-3/4"x 11-7/8"WRO5 p l 5ILL PLATE 5EE PLAN I FOR 5/ZE, T(PICAL. GONG.FND!HALL. � I 45 o � I 0 ' � RIDGE DETAIL FLOOR CONNECTION DETAIL BARTER/TOP f LATE CONNECTION DETAIL fi�LAN � CORNER-IRON. Simpson Strong—Tie CC046 I Use every other nail hole 4 CUT in a row to provide the LENGTH l HOLD DOM code-required minimum EhND 5EE CONTRACT �2 center-to-center LENIGTH Bd NAILS PR,AWIN65 Q O spacing for nails O O GONTIN0005 1 j SIMPSON 51MP5ON L5TA-36 R1D6E VENT Ul)_ — H2 HURRICANE o EACH RAFTER _ IL CLIP a l6" i FRAMINC, _ CLEAR 2x12 R106E O ) IL 1' FOUNDATION ��SZSo� 2Xl0alb" - r 3W WALL 5EE PLAN i N l FOR 51ZE d 5PA61NO d 8d NAILS TYPICAL h ® „O.G. ti a ° d Y ll ° G d Ery D Provide minimum $ LENIGTH a end distance a d . Equal number of specified nails r� y in each end Siim son Strong-Tie Sir- Pson Strong—Tie P 9 ABA44 ABA66 SIMILAR CS Coiled Strop RIDGE DETAIL LOAD P,4T1-�/FLOOR PR4MING DET,41L R?.PTER/TO7= F'L,4TE CONNECTION DETAIL PL�kN � CORNER-Pf¢�ME ° o ° ° ° PROVIDE DOUBLE STUD a EACH TIE DOlHN 5IMP50N L5TA36 5/8 m BOL T5 51MP50N HD2A 4P05T HOOD HURR�ANE 3 5TRAP o 16"O.G. . @ EACH ANCHOR WRAPPED AROI'NO ELT ® .C. DOUBLE 2X6 5ILL PLATE 51MP50N 1/2"(P THRU CNN 5/B" 5/8"� 7HPEADED ROD BOL TS COUPLER NUT DOUBLE 215T (4)lOd NAILS (4)lOd NAILS i r-- - A64 ®P05T(ONE (2 NAIL5 (2 NAIL5 DE EA 51DE) EACH PLATE) 5/8"d ANCHOR BOLT EACH PLATE) 5/6"d ANCHOR BOLT a .fla". ®4'O.G.(TWO STORY HOUSE) a 4'O.G.(T{HO 5TORY HOU5E) g a "°.a ° ac. a b'O.G.(ONE STORY NOVSE) a 6'O.G.(ONE STORY HOUSE) o o a 51AF50N PB44 a 5/MP50N 5/0"d ANCHOR BOLT P05T BA5E U210 a 4'O.G.(T1HO STORY HOU5E) a° NOR.a l(9" a 6'O.G.(ONE STORY HOUSE) Simpson Strong!-Tie HD2A Simpson Strong—Tie H TT22 PORCH/DEGfG/HOUSE CONNECTION DETAIL PORCH/DEGfG/JOIST GONNI=GTION DETAIL FOUNDATION WALL/r-LOOtZ FRAMING DETAIL ALTERN4TE TIE DOWN DETAIL Vr-D AP N N N N N SCALE - I/2 -I-0 �-� O PPOICT TITLE - - DATE REVISION Q iS�, PROJTC T # Nemschick tiilverman Architects P.c. PROPOTID Rr-A) NGE. OGT06ER 11, 2005 /NfA 04-1076 .. .the business of ARCHITECTURE." / - -- ------ -- - ---- - ----- - -- ---- -- ---- - - ---- - - - - - - - - - ------ -- 545 WILLIAM R DRI E __ `' / - -- --- --- -- — - -------- ----------- --- - -- --- - - -- -- - - - - - - --------- -- ----- --- -- - --- --- -------- - — —— - - -- - - - - ----- C' V SC FaL F - DRAWING fJ0 f�U - - - f OUTSOLD. /NY 735 Deerfoot Path �f/NOTED Cutchogue, New York 1'1935 � ��,� --- - - ----- -- - ---- ---- ------ - --- - -- -------- -------- - ..-..-.. -- --- ----- ---- --- ----------- --- ---- -- ---- ----- --- -- — ---- --- - — ------ --- ---- --- DISTPIC-T SECTION BLOC: LOT DRAWN BY. Phone : 631-734-7007 Fax : 631-734-.7347 www.ns-arch.com FLOOR PL�/Y /NORTt� 1000 78 05 16 L•F�• -- --- - --