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HomeMy WebLinkAbout37503-Z ��Q�S�Ef01��oG� Town of Southold Annex 2/11/2014 P.O.Box 1179 C c 54375 Main Road x o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36769 Date: 2/11/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 62445 CR 48, Greenport, SCTM#: 473889 Sec/Block/Lot: 40.4-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/28/2012 pursuant to which Building Permit No. 37503 dated 9/11/2012 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 unfinished basement, screened porch, covered porch, deck, second floor deck and attached two car garage as applied for. The certificate is issued to Feinberg,Michael&Feinberg,Ellen (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0044 6/8/14 ELECTRICAL CERTIFICATE NO. 37503 10/31/13 PLUMBERS CERTIFICATION DATED 2/7/14 MP Jacobi Plumbing&Heat. Au o r' ed gnatu e Jz TOWN OF SOUTHOLD ��ufFoc oG BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • �;¢ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37503 Date: 9/11/2012 Permission is hereby granted to: Feinberg, Michael & Feinberg, Ellen 18-14 Yale Rd Merrick, NY 11566 To: Construction of a New Single Family Dwelling; Great Room, Kitchen, 4 Bedrooms, 3 Baths, 2 1/2 Baths, Den, 3 Walk-In Closets, Lobby, 2 Car Garage, Laundry, Screened Porch, Deck, Covered Porch, Terrace, Fireplace, Unfinished Basement with Mechanical Area, as applied for. At premises located at: 62445 CR 48, Greenport SCTM # 473889 Sec/Block/Lot# 40.-1-6 Pursuant to application dated 8/28/2012 and approved by the Building Inspector. To expire on 3/13/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,652.80 CO -NEW DWELLING $50.00 Total: $2,702.80 r Building Inspector *pF SO!/jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 O- • �Q roger.riche rt(CD_town.southO Id.nV.us Southold,NY 11971-0959 cou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Feinberg Address: 62445 Rt 48 City: Greenport St: NY Zip: 11944 Building Permit#: 37503 Section: 40 Block: 1 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300a Heat gas Duplec Recpt 59 Ceiling Fixtures 22 HID Fixtures Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 18 Smoke Detectors 55 Main Panel 2-15 A/C Condenser 2 Single Recpt Recessed Fixtures 46 CO Detectors 2 Sub Panel 1-60 A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances H75 Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect 2-15 Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 300a underground service, 5-exhaust fans, 2-paddle fans, 1-hydro massage tub 1-40a steam unit,4-ARC fault circuit breakers Notes: Inspector Signature: Date: Oct 31 2013 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631).76571802 54375 Main Road Fax(631).765-9502 P.O.Box 1179 G Q Southold,New York 11971-0959 � �O �Couhm, BUILDING bEPARTUENT - TOWN OF SOUTHOLD .CERTIFICATION Date: Building Permit No: Owner: 1 d y b °e r�l Re (Please print) Plumber: C d b 1 1� (Please print) I certify that the solder used in.the water.supply system contains less.than 2/10 of 10/4 lead. tubers Signature) sworn to Pefore me this day of 20 BONNIE I.DOROSKI Notary Public,State Of New York No.01D06095328,Suffolk County Term Expires July 7,20_LA�_ Notary Public, �J l� County TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �c DATE INSPECTOR `ti 37� a3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN. SPECTION .. . . . [ ][ TIOF NDAN 1ST ROUGH PLBG. FOTIOUNDAN 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 4 � OF SO(/r�,Olo �y�OUNiV,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAM STRAPPING [ ] FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - DATE INSPECTOR TOWN OF .SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . . [ ] FOUNDATION 1ST [ ], ROUGH.PLBG. ] F DATIO [ ] INSULATION 7741 [ FRAMIN /STRAPPING [ ] FINAL._. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) , REMARKS: E4Z2r- 1 DATE �� INSPECTOR. - ho��OF SOpT�,o� , cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION 1. � [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS - C, >7 p-f/ S, DATE d INSPECTOR 3-75-0,3 Of SO(/lyolo eOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F ING/STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( UGH) [ ] ELECTRICAL (FINAL) REMARKS: ' ✓/ -� r DATE o i 3 INSPECTOR �` Gj �ycOUMV,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F ING/STRAPPING [ ] FINAL [ FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: , DATE -INSPECTOR OF SO(/T�olo G eo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ,. . , [ ] FOUNDATION 1ST [ "ROUGH PL13G. [ ] FO DATION 2ND [ ] INSULATION IV FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] ELECTRICAL (FINAL) REM RKS: . 6 \ DATE �Z �3 INSPECTOR ' �� N � �ly�OUMY,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- . : [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ,lam DATE INSPECTOR OF SO//ly0lo 'I / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) .REMARKS: DATE � GZr INSPECTOR -150 of souryo! �'y00UNTV,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] [ ] F UNDATION 2N [ INSULATION [ FRAMING RAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R GH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORy� Of SOUlyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 7'$ELECTRICAL (FINAL) REMARKS: DATE 10 5l t3 INSPECTOR ��`` SO(/l�,o� • ao �ycoum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �+��C f r DATE // X.3 INSPECTOR -G� OF SO(/l�o cOUNi`l,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSIPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN,WLATION [ ] FRAMING /STRAPPING [ - FIN A<D [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: _ u`. DATE 1� INSPECTOR pF SO!/l�Ol h O �O cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLEIG. [ ] FOUNDATION 2ND [ ] SULA [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE S TY INSP ION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 01/07/2014 To Whom it may concern I plan to grass seed the lawn on my property at 42665 rte, 48 greenport Ny 11944. The seeding will be done by the first thaw in the spring of 2014. Tl� You Mike einberg (�[�_C_ JAN 15 201 4 1 BLDG.DEPT. TOVIPI OF souwoLD t ! 1 0 • �� • 1 1. N WWAM- Will ME E ®��. 1L_Y.�/✓ � / mot� �I�T � • w _ 0=1 KIRM PLUMBING I MAR al =��1► IMUL ATION PEA N.Y. STATE ENERGY . 1 all Q i IOAV Was r • TOWN OF SOUTHOLD 0_ ------ ------ BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTM NT r Do you have or need the following,before applying? TOWN HALL J Ll JUN Z 0 2012 Board of Health SOUTHOLD,NY 11971 _ 4 sets of Building Plans TEL: (631) 765-1802 BLDG.DEPL Planning Board approval FAX: (631) 765-9502 TOVVN OF SO111THOLD Survey SoutholdTown.NorthFork.net PERMIT NO. 7S63 Check / Septic Form C7— I/—(�� N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form C/ Contact: Approved / ,20 1 d_- MaH to: POJ ( � Phone:`� S- 3 3 C3 Expiration 3 r- / ,20_Lt do, �. Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 f°Z INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of 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, a egulations,and to admit authorized inspectors on premises and in building for necessary inspections. /(Signature of applicant or name,if a corpo on) G�?ie QL�l2^ e s4", // (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder O �cyr\0- Name of owner of premises C lL-L o ire I A)Gt✓2 6 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number stl6t Hamlet County Tax Map No. 1000 Section �� Block Subdivision 1~iled 1VIap'No. Lot !t Ig1 C Yp._..._<..._ e.-¢•__uc_ _..vim ..... 2. State existing use and occupancy of premises and inte ded'use and ccupanc�sof pro osed construction: a. Existing use and occupancy - - rQ b. Intended use and occupancy Attu vv e xlm Xr ovse f 010/ Nature of work(check which applicable):New Building �V- 3. Addition _Alteration, Repair Removal Demolition Other Work . (Description) 4. Estimated Cost j Ej 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. l-:2-0 7. Dimensions of existing structures, if any: Front Rear 96?00 Depth Height_-6�" 3s' Number of Stories c;2- Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 100 Rear /2-0 Depth f�� 10. Date of Purchase 69-0161 Name of Former Owner 11. Zone or use district in which premises are situated �16 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO-K 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Mir Address Phone No. Name of Architect Address Phone No 7 S7 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO %A,/a,jw * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_X * 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. 18.Are there any covenants and restrictions with respect to this property? * YES NO 'X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSLI YA!-T IL C C A- C- �-eCkxcl being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the = o— a c- e ( ontractor,Agent,Cqrporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this `2 day oi:� -p— 20 I�-- otary blic RICINS Signature of Applicant Notary Public,State of New York No.01 PE6130636 Qualified in Suffolk Counh� Commission Expires July 18, James F.King,President f' `NF 4 a Town Hall Annex Bob Ghosio Jr. Vice-President 54375 Main Road �" �s P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer Telephone(631) 765-1892 Michael.J.Domino Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 18, 2012 Patricia C. Moore, Esq. 51020 Main Rd. Southold, NY 11971 RE: MIKE & ELLEN FEINBERG 62445 NORTH RD., GREENPORT SCTM#40-1-6 Dear Ms. Moore: The Board of Trustees reviewed the survey prepared by John T. Metzger last dated May 25, 2012 and determined the proposed single-family dwellin�to be out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff and/or wetlands jurisdictional boundary, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary best management practices are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. This determination is not a determination from any other agency. If you have any further questions,please do not hesitate to call. Sincerely James. . King, President,' Board of Trustees JFK:Ims .'y'y ♦l�rr� -. <<.N,\,1 ♦i�i� _. :ate♦ ♦r, .._:. - ,Qi�., ...,1 :'''y/4H i4i•'r. .,•lie♦,r, ,yi0ii•' :, • \ / , e l l I r ."e 111 r r a / I/ rr N / r r r •n // — •,1 // 'ti�� //r�� -•,�', 11/r all 1// ..,�,1 //// ` 1 11/r ';. ..� 31�'... F,as.•grS+'A,''Y4:n •dh,L,, - ...- & .' K•A.`.A,f17 .5` 5 'IDS.�msS'<IS'- 11 . . BOARD OF SOUTHOLD TOWN TRUSTEES ..:r SOUTHOLD, NEW YORK PERMIT NO. 7889 & 7889C DATE: AUGUST 22, 2012 ISSUED TO: MIKE & ELLEN FEINBERG a \ PROPERTY ADDRESS: 62445 NORTH ROAD, GREENPORT ` SCTM#40-1-6 AUTHORIZATION i 4 Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Au ust 1 u s 22,2012,and in consideration of application fee in the sum of$500M paid by Michael Feinberg and subject to the Terms and Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and �'tQ1 ' , r ` permits the following: • k Wetland Permit to convert the existing dwelling into a pool house; cosmetic 3 repairs to the existing structure which includes new patio door and replacement of damaged deck boards; connect existing sanitary to new expansion pool and new septic tank; and existing water line and vault relocated and connect to new house; with the condition of the usage of the pool house is not be used as a habitable dwelling; and as de icted on the survey prepared b John T. Metzger, last dated August 1 2012 and � P YP P Y g � g a � stamped approved on August 22, 2012, and also as depicted on the site plan prepared �r by Chorno Associates, last dated May 23,.2012 and stamp approved on August 22, 2012. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, J and these presents to be subscribed by a majority of the said Board as of this date. = - '• rr/� ..Tamps F_ King - Nay •- n coo _aea y'f1p� Ir. �.�"" Pamir✓"Y' "v+3;&ia`Yr- .d°CuS '`Cr usiY•k[L.S°stG`�;'u7r,., si"^.i e, c s, :-:,:: 7Y,tti'ns 'nw:`'-7r1':.B.GsLsu..... v:a :.i. u'wYlr7.lii,. a'1'a. 7Zfiie t�i l �,_,, •� ; s �_ � `�vl , '�. ram' ' ".ti�� ,e v .a�// Ili .dr// 1,w. /A/ lie ^rr// 1� ""r .// ,'w.• I'��l 11� _.. .��/�,1,I,b. ••'::.�::1.,.�,• :: •.:Irl 1 •9` . �1• _ r. 1 •- .;,/ 11,•,..•• •re/ 111,• f James F.King,President ®f Sig(/�� Town Hall Annex Bob Ghosio,Jr.,Vice-President ®� ®�� 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John.Bredemeyer ® Telephone (631) 765-1892 Michael J. Domino Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 22, 2012 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: MIKE & ELLEN FEINBERG 62445 NORTH ROAD, GREENPORT SCTM# 40-1-6 Dear Ms. Moore: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 22, 2012 regarding the above matter: WHEREAS, Patricia C. Moore, Esq. on behalf of MIKE & ELLEN FEINBERG applied to the Southold.Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated July 27, 2012 and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, -and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 22, 2012, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, AL y WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of MIKE & ELLEN FEINBERG to convert the existing dwelling into a pool house; cosmetic repairs to the existing structure which includes new patio door and replacement of damaged deck boards; connect existing sanitary to new expansion pool and new septic tank; and existing water line and vault relocated and connect to new house; with the condition of the usage of the pool house is not be used as a habitable dwelling; and as depicted on the survey prepared by John T. Metzger, last dated August 1, 2012, and stamped approved on August 22, 2012, and also as depicted on the site plan prepared by Chorno Associates, last dated May 23, 2012 and stamp approved on August 22, 2012. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Dave Berge Member, Board of Trustees DB/amn o,*oF so�jyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road m�:ax(631)765,951� P.O.Box 1179 roger.richert(a�town.sou o .ny.us • �O Southold,NY 11971-0959. �yCOUNT'1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: d 6A -v_1VCe' a aJ Date: a Company Name: yS V(C4—Vz4c- Name: l°u'c, License No.: Address: , p �iS oc� �� - Phone No.: — 6,S= AL / JOBSITE INFORMATION: (Indicates required information) *Name: i4AL E *Address: S- ,o .v P G i<P *Cross Street: ��,5�T- ©f fi.e4sC *Phone No.: 79 C- Z( V1 Permit No.: 3-7 03 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YESJ� - Rough In Final *Do you need a Temp Certificate: YE / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Under round Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-R est for Inspection Form ' `� /` 1 ,4 ) roe Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (.All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-contractor or Other(Circle One) Property OWNER:(If Different than Applfcant) Bruce Anderson-Suffolk Environmental Consulting,Inc. Michael Feinberg Address: Address: j P.O.Box 2003,Bridgehampton,NY. 11932 62445 North Road, Greenport, NY, 11944 Telephone#:631-537-5160 Fa"#631-537-5291 Telephone#: Fax#: E-Mail: bruce@suffolkenvironmental.com E-Mail: j Property Address:62445 North Road,Greenport, NY, 11944 Brief Description of Construction Activity,Proposed Structural BMPs,Soil j s.C.T.M.#: 1000 40 01 06 Stabaliza ion BMPs,Project Scope and/or Sequence of Construction Activity DtrhtU Section Block Lot (Pfnvido Additional Pages as Needed) j Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: See Attached Descrl tion i Same as Owner Address: -------------------------------------------- Telephone#: Fax# ------------------------------------ ----------- E-Mail• ---------------------------------------------- -------- -----'-'---------•----------- Name of Persons Responsible for installation&Maintenance of Erosion Control Practice: - .._-...,..._-__ Same as Owner ----------------------------------- ---,---_- Address: _^------------------•'---------___-...___...._,...,..,_.. Telephone#: Fax# ---------------- E-Mail: i ----------------------------------M_.--------- Total Area of All 51,942 s.f. Total Area of Land Clearing 25,000 S.f. Project Parcels: andlor Ground Disturbance; ---------------------------_-.-------_------- (S.F.1Acres) (S.F.IA—) Project Duration: Start End .-._-----------------------_.-_--_--..__..---.____ (Angapated) 4 Months Date: 9/12 Date: 12/12 (Nnmberc1Celender0eys) i Will this Project Disturbe five(5)or More Acres at Any One Time During the Proposed Development? Yes No ---------_.--_-.._..____..--..,--------------------- IFYES:PleaseAnswertheFollowingl r ,.-.-..•...-,-,...•-,_...___,_:_.._.._-._,.--------------- !, a. Does the Applicant have a Qualified Inspector On ® U Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate Wow Frequently the Site ® ® List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No {" Long-Island-Sound---------------- -_--_--___._.._. C. Does the SWPPP Adequately Identify All Temporary andfor Permanent Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete ® ® - _...._...-_........._..._.._......._..._......._......... _..._.__..___...-_--_-_._-.-._ Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired...} e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:leg.Lake,Creek,Bay,Pond,Sound,Freshwaterwetiand_) Of Intent and SWPPP Acceptance Form for Review b the Town of Southold? Yes No y None..------.................__...__..___........._..,_...._._._.._._........._... .__ _ __ __ STATE OF NEW YORK, Suffolk COUNTY OF...........................................SS ................................ That I........Bruce. . . ..Andel-.Soil ....being duly sworn,deposes and says that lie/she is the applicant for Permit, .......... ..................... (Name of individual signing Document) And that he/she is the Agent ......................... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the 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 i that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; day 4 .................. N -...........- NotaryPublic: ..... . ......... ... ... ... ........... .................. D. Ivans (Signdture,o\Appfirant) SWPPP Assessment FORM: Public 01 NeW lulllk No. 011V6053859 Qualified in Suffolk County,2 Commission Expires January / For Department Use Only: °g°`FQ4 T.O.S. "SWPPP" Preparation - Chapter 236 S.C.Depa: Property Address: � 1b Storm Water Pollution Prevention Plan Review Checklist Checklist # 1 1000 District Secilon 61ock Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: _ Plan Sheet Does the SWPPP Adequately Provide for and/or Indicate the Following:) i YES NO ;N.A.;Explanation for NO or N.A. (P9 ) ( q Y Location # 1. Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site. ' 2. Construction Phasing Plan Indicating Sequence of Proposed Construction Activities. 3. General Location 9 Ma eSePa i Y . nDrawto ' a_--Location and-Description of Property Boundaries;_ [OJ i{�i® --- - b, Slte Acreage, _ c c®c i _.c. _All_Ex sting Natural and/or Man Made Features on and within 50'of the Prorty Boundary_ ___._--___-._. ___._._.___._.__-._____�S.R. d. _Test Hole Data Indicating.Soil Characteristics.&Depth to Seasonal High Water Table; + M e. Contours Indicating Property Elevations(Min 2') , f Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; s&Isolated Trees with a g. Minimum Dimension of 18 Diameter; t i - - - ' - "" "Location oflNoodedArea _ .._.. ..-._...._.__.._........._._,._._. _._.__._._._._.,® ®chi._....-._............. .........._. - ._.._.._._............................--_.._...............•...._.._._._.._....-,. ......._. h. SoII Coriseniat'ion Dletrct Soi!'$uNey. � � - i�i�,®c 5. Background Information about the Scope of the Project,Location&Description of the Site, Proposed Changes to the Site and All Existing Development on the site Including the Following._ a,..All Improvements lnduding Total.Area of�and_Dlsturbance 8�Total Site_Area,__._._._. . . _.•,..(� ICI ®}_ b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume '. c NaueoM ,�'® �& re ..__.__.._Materials Involved _ . __._...._._...-._..._._._ _ _' _._.,c_AIIAreas,Requiring ._.__.._....�mli®i®= -..,,,,__...... d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately i�;�;®; be placed; + t e. Ali Temporary&Permanent Vegetation to be Placed on Site; f. All Temporary&Permanent Storm Water Runoff BMP Control Measures Proposed;_ The Antici aRunoff; i i r _._...._..._ _........._......_.__.._ _...._.........,_ g. - p ted Pattern of Surface Drainage During Periods of Peak i rT ®ilk t h. The Logtion of all Roads Driveways Sidewalks Patios Structures,Utilities&Other' -Improvements,Including Temporary Access&Consfruction Staging Areas; i ®� - •'•f.•'�'he Ezist'ing-&/"iris/Contours anii or Spot Elevations of ttie site. ; � i , , 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion,-Sedimentation , &Stormwater Runoff Control Measures. i ®i 7;_Descriptionof Pollution Prevention Measures that will be Implemented. ,__.__._._.____ t , 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or , + + ___l P rn nted for Each Construction Activity_thatwill result in Soil Disturbance.,_ 9. Description of Construction&Waste,; tenals•Fjc tedto be Stored On-Site. _ _.____ ®•[QJ, _.__._,_.` -_._..._ - . ._ Y-- - T 10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the s s New York State Storm Water Design Manual Technical Standard. +®�® 11. General Site Plan and Construction Drawings for t he Project. _ _ +�i®i s 12. Dimensions,Material Specificaiions&Installation Details for Al Erosion&Sediment Control Pre ctices. ,®c®;[[:I], - _.._,_,._..__,„,.,_,,,,„•_.,.,. •_.______.._........... ...__.._ 13. Temporary Practices that will be Converted to Permanent control Measures. j ®�®�- __,•_._....__.___._.__,._._,__...._........_._.._._..___., 14. Implementation Schedule for Staging]'emporary,Erosion Control Practice or BMP. 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& Sediment Control Practices. 16. Names of Potential Surface Waters of the State of New York and/or MS4 that may be Impacted by Development 17. Delineation of Storm Water Control Plan Implementationes R onslbilltles for Each art of the --Project Constructlon Site. 18. All other Existing Data that Describes S-torm Water Runoff and/or Natural atural DrainaeSwales. 19. IdentfcaionofAldontractor s /SubContractors Res onsibleforin'stallin gConstructin , ;�+ ),[�;®, ___ „-.,•_,••_„„_•-.__,_,_..._..................,........_._..__._,,.,.•_ ........_._.._._._..,..„. Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. + Storm Water Management Control Plan Checklist#1 : 03-12 US _ DEC "SWPPP" Preparation - Chapter 236-19For Department Use Only: Storm Water Pollution Prevention Plan S.C.T.M.#: PropertyAddreess:Review Checklist Che kli(Additional Items to be included with Checklist#1 when Article IIII`I is ttrigered.) DIG s°cti°n er°°k r� REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i YES i , i Plan Sheet , , , ) (Does the SWPPP Adequately Provide for and/or Indicate the Following:) , , NO ,N.A.,Explanation for NO or N.A.N_A.Must be Approved by SMO Location(pg. 1. Does the Plan Indicate and/or Show all Items Required_by_"Checklist #1" in this Packet? i + - 2. Does the Plan Indicate and/or Show a Description of Each Post-Construction Stormwater -----ManagementPractice?.._ __.._._._.__._..._._.___._. .__--•-_------.._ ..._._...__....._..__.___- r�i�i®i 3. Does the Site PIaNConstruction Drawing(s)Indicate and/or Show the Location&Size of Each Post-Construction Stormwater Mana ement Practice? i EM'I= =I: 4. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Hydrologic&Hydraulic Analysis For All Structural Components of the Stormwater Management System for AePli ble Storms? truPost- Development 5. Does the Site Plan/Consction Drawings}Ind€Date and/or Provide a Comparison of Stormwater Runoff Conditions with Pre-Development Conditions? 6. Does the S€te Plan/Construct€on Drawng(s)Indicate and/or Show All Dimensions,Material Specifications&Installation Details for Each Post-Construction Stormwater Practice? ;l�i=111 I=; 7. Does the S€te Plan/Construction Drawing(s)Ind€cate-a Maintenance Schedule Provided by the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction Stormwater Management Practice? i j-___._._._.._.__........__._._.______...___.._._.__--.._._.._..--_..__._....._._... __._._.._._._.._..__._._. 8. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Maintenance Easements to Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection and 1Re air? 9. Does the Site PlanlConstruction Drawings}Indicate and/or Show Inspection and Maintenance , , , , Agreement(s) that are Binding on All Subsequent Landowners? 10. For All Activities meeting the Threshold in 236-19(B)(1),the SWPPP shalt be Prepared&Signed By a Professional in the Principles and Practices of Stormwater Management&Treatment Who Who Shall Certify thatt he Design Meets the Requirements of Chapter 236. 11. Does the Plan Indicate and/or Identify All Potential Sources of Pollution which may affect the Quality of Stormwater Discharges? 110 r + + -----------------------------------------------------------------•--- 12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard + ! + + - _. _ ______.__.________ _ `�'®r[t�: None on the site. to Historic Places or Archeological R es--cal ources that Includes the Followin : a. Information whether the stormwater discharge or land development activities would have an effect on a property that is listed or eligible for listing or eligible for listing on the ;I-;®p 10 11 State or National Register of Historic;Places;....................... ______ �___ »__,____,____._____.___________._____»_ ____ _. bµ The Results of Historic Resources c. Screeningor Determinations that have been Conducted r III]rl�r®+ M ^-v-- - _Dcri esption of Measures Nece y r , r ---------------T__._ ...... �,®, . _.».,...____. _ .__.. __._.._.._._.. ssary to Avoid Minimize Adverse Impacts on Place s Listed, ,�, orEllglbleforL€sting�ontheStateorNationaERegisterofHistoricPlaces;and E E L---------- d. Where Adverse Effects May Occur,Any Written Agreements in Place with the NYS Office ' + r + of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to Mitigate Those Effects. 13.-ADescrlplionofthe8o31(s)PresentattheS€te,lncludinganldent-if cattonafthe _; ; ! ;---------------------------------._,...___..-------------- Hydraulic Soil Group. .._....,_......_......,.............._..[-,.._.........._.._._...._.__...._•.._...,«..................---_-------___----------._..I f F (....,-.........._,._».__......._.....«.._....___..........._._..,.-.. ..._._.__.........._.,.... 1A. Identification of Any Elements of the Design that are not in Conformance with the Design manual,Including Reasons for the Deviation or Alternative Design and a Description i cm i®i® of the Equivalency with technical Standards. 15.^AHydrologicandHydraulicAnalysisforWtructuralComponentsoftheµ-- -____ .__--_' Stormwater Management Control System_...... - 16. A 15aa1 d_Summary,with Calculations,of the Sizing Criteria that was Used to Design All Post-Construction Stormwater Management Practices. _ perations and Maintenance Plan that Includes Inspection and Maintenance -_»- An O Schedules and Action to Ensure.Continuous and Effective Operation of Each Post-Construction Storm Water management Practice. ! r + + Storm Water Management Control Plan Checklist#2: 03-12 Stormwater Pollution Prevention Plan Feinberg Property 1000 - 40 - 01 - 06 Prepared By: Suffolk Environmental Consulting Inc. P.O. Box 2003 Bridgehampton NY 11932 (631) 537-5160 Joseph Fischetti, P.E. 1725 Hobart Road Southold, NY 11971 (631) 765-2954 August 3, 2012 Section 1: Project Purpose and Objectives The applicant proposes to demolish the existing barn at 62445 North Road and construct a new single family dwelling and related residential appurtenances. In order to obtain a Building Permit from the Town of Southold, compliance wide § 236 of die Southold Town Code is required. This SWPPP complies w1idh die performance standards set forth in § 236-13 of die Southold Town Code. The Town's Stormwater Code requires that site erosion, sedimentation and storinwater runoff control measures be appropriate for existing topography, vegetation and other salient natural feature of the site. This SWPPP is intended to minimize grading and cut and fill operations, ensure general conformity with natural topography, and retain natural vegetation and trees to die maximum extent practicable in order to create die least erosion potential and handle adequately the volume and rate or velocity of surface water runoff. No stormwater will be diverted to anodier property, or onto die North Road (CR - 48), either during site preparation or after development. §236 of the Town Code establishes performance controls that are satisfied in this SWPPP. They include: 1. The appropriate control of erosion, sedimentation and stormwater runoff prior to, during and after site preparation and construction; 2. The implementation of appropriate measure for dust control during grading operations; 3. The protection of areas exposed by site preparation and during site construction with hay bales; 4. The substantial preservation of natural drainage patterns by site design; and 5. Careful site preparation, including timing of the stripping of vegetative cover and grading, so that no individual building site is stripped of its vegetation cover more than 30 days prior to commencement of construction through implementation of a reasonable schedule to minimize die amount of time for site clearing, construction and restoration. Section 2: Project Description Applicant proposes to redevelop subject property in a residential fashion. §236-10 requires that a Drainage Control Pennit be obtained because proposed grading or stripping of the parcel in excess of 5000 square feet is proposed. In order to obtain a Drainage Control Permit coinpliance with the standards set forth in §236-13 is required. Included in this Storm Water Pollution Prevention Plan is a Site LI'oS1*0111 SCd1InCl11a6O1] y](1 Stojin 4V�ter ConzroI MY2 prepared by Joseph Fisclletti, P.L. dated July 26" 2012. The attached Site Erosion, Sedimentation and Storm Water Control Plan contains the following structural and non-structural erosion, sedimentation and storm water controls: ❖ Haybale and silt fence details, deployment and specifications, •'• Topsoil Staging ❖ Trench Draining with structural storm water control ❖ Drywells for storm water control for all impervious surfaces Section 3: Contact Information 3.1 Owner: Michael Feinberg 3.2 Contractor: To be determined 3.3 Responsibilities of the Owner Owner shall be responsible for the following: I. Malint�auning compliance with die applicable sections of this SWPPP including installation of erosion and sediment controls and maintain erosion and sediment control Best Management Practices (BMPs) in all areas of the site under its day-to-day control. 2. Maintain the cleanliness of the street(CR 48) from construction related debris and sedimenuition and implement storin drain inlet protection BMPs throughout the construction process. 3. Inspect and replace storm drain inlet protection BMPs as necessary. 4. Provide for adequate litter control. Control of construction chemicals au-id debris. 5. Provide for teinporary erosion control as needed. 6. Suitably stabilize soils after construction by establishing permanent vegetative cover. The Owner shall not cause the storing of erodible or hazardous materials on the roadway. Section 4: Description of Soils Present at Site Soils found on die subject parcels consist of die following: Bc Beaches, 0 to 3 percent slopes (2.0%± of lot area) Es Escarpments, 01.6% of lot area) MfB Montauk fine sandy loam, 3 to 8 percent slopes (86.4% of lot area) The main soil type found at the project site is Montauk fine sandy loam. It is a very deep, gently sloping, well-drained soil which exists mainly on the tops of hills and in upland areas. It is a stony soil, with many rocks and boulders from 10 inclies to 36 inches in diameter. The surface layer is moderately to rapidly permeable, while the substrata are moderately to slowly permeable. Montauk fine sandy loans is a member of Hydrologic Group C, which denotes diat the soil has a moderately high runoff potential when thoroughly wet and that water transinission through die soil is somewhat restricted. Furthermore, New York State has classified Montauk fine sandy loam as a "most limited" Storm Water Management soil. This means that storm water management practices put in place on tie property will be limited by die poor infiltration rates of tlhe sub surface soil strata. V. "t G '�q W� 3 +S Montauk fine sandy loam has been given a K-Erosion Factor by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). The K-Erosion Factor indicates the susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in die Universal Soil Loss Equation (LISLE) and die Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand, and organic matter in the soil, as well as on soil structure and saturated hydraulic conductivity (Ksat). Values of K range from 0.02 to 0.69. Other Factors being equal, the higher the value, the more susceptible the soil is to sliect and rill erosion by water. Montauk Fine Sandy Loani has been given a K - Erosion factor of'0.20, placing it on the lower end of the erosion spectrum, and as such, die dominant soil type on die relevant area is not highly erodible. Furtherinore, each of the soil types have been assigned a T Factor by die US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). The T I-actor is an estimate of die maximum average annual rate of soil erosion by wind and/or water that can occur without affecting crop productivity over a sustained period. This rate is in tons per acre per year. The T factor for die onsitc soils are as follows: Beaches, 0 to 3 percent slopes = 5 tons per acre per year Escarpments, N/A Montauk fine sandy loam, 3 to 8 percent slopes = 3 tons per year The importance of the T Factor is to show die potential damage to die on-site ecosystem through soil loss due to erosion. T values range from just over 0, to 5. The T values provided by the USGS show that erosion on die site is not a pressing concern, because each soil type can withstand a large amount of soil loss due to erosion, and still maintain a productive ecosystem. Even though die T Factors indicate that soil erosion is not a pressing concern for die on-site soils; This SWPPP seeks to minimize soil disturbance and soil loss, while applying best rnariagement practices (BMPs) including stockpiling of top soil, temporary soil stabilization, and seeding of all disturbed areas. Each oI the soil types present on the property is also placed into a wind erodibility group by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). A wind erodibility group (WEG) consists of soils that have similar-properties affecting their susceptibility to wind erosion in cultivated areas. The soils assigned to group 1 are the most susceptible to wind erosion, and those assigned to group 8 are die least susceptible. In this case, the classification into a wind erodibility group is withouL import as the proposed use is Ior a single family residence, with no area being left without vegetative cover excepting that of the natural occurring beach. Section 5. Construction Phasing Plan and Sequence of Operations Demolition Phase I: ❖ Install perimeter line of siltation fencing/staked haybales along landward side of wetlands boundary. •'• Delineate/stabilize construction access. ❖ Commence Site clearing and grubbing Demolition Phase 11: ❖ Commence demolition/removal of existing barn Demolition Phase III: ❖ Re-vegetate area of original barn (now removed) Midi native plantings ❖ Re-install/re-locate perimeter line of siltation fencing/staked haybales as required •'' Commence site grading ❖ Establish topsoil stockpile and retain with siltation fencing. Construction Phase 1: ❖ Implement construction staging and materials storage. ❖ Install temporary sanitary facilities and dunipster(s). v Prepare for installation of utilities and/or wafer service. Construction Pliase 11: ❖ Commence construction of proposed dwelling and appurtenances (i.e., swnllnling pool). Construction Phase III: ❖ Continue construction of proposed dwelling and appurtenances (Le swimming pool, decking) Construction Phase V: ❖ Install leaders, gutters and drywells for roof-runolf. Construction Phase VI: ❖ Install driveway (With structural runolf controls) •'• Commence grading and seeding Construction Phase VII ❖ Clean drywell at entrance as required ❖ Final seeding and/or landscaping ❖ Remove siltation fencing/ staked haybales line once ground is stabilized. Section 6: Implementation of Minimum Erosion and Sedimentation Control Practices 6.1 Schedule of initial placement or implementation of erosion and sediment control practices Upon the issuance of a Building Permit, the owner will use the existing driveway as construction access to lie property. After the siltation fencing and Elie haybales have been installed, the demolition will commence. Prior to the start of construction on the new dwelling, the site will be re-graded, and a topsoil stockpile will be created surrounded by siltation fencing. The contractor will then commence his construction of the proposed dwelling and its appurtenances, such as the deck and swimming pool. Alter the residence is built, (lie driveway with accompanying dralin will be installed, All excess concrete and other construction materials will be removed from the site and suitably disposed of. 6.2 Minimum time frames for continuance of erosion and sediment control practice The erosion and sedimentation control practices prescribed herein are to continue until all disturbed areas are stabilized. Stabilization is achieved upon the establislmient of full vegetated germination in the construction area. Disturbed areas are anticipated to be fully stabilized by the fall of 2013. In the event that disturbed areas are not fully stabilized, the erosion control BMPs shall remain in place until the following spring. Section 7: Erosion and Sedimentation Plan The Site Erosion/Sedimentation quid Storm Water Control Plan prepared by Joseph Fisclietti, P.E. and attaclied hereto at Appendix A. This SWPPP envisions die implementation of tliese temporary sediment control measures consistent with the standards contained in die §236 of die Town Code. In essence, disturbance over die land is minimized and any sediment laden stormwater would be controlled by strategic placement of haybales and silt fences. North Road CR 48 would be similarly protected during construction. Completion of die construction and full stabilization of disturbed lands. The permanent solution is a structural upgrade for the site au-id a benefit to die town. Section 8: Site Map SUBJECT 's PROPERTY Q , re. • SUBJECT PROPERTY � i Section 9: Maintenance Inspection Schedule The proposed residential structure is to be owner occupied. The owner is responsible for the implementation of this SWPPP. As such, maintenance and inspection will be continuous and ongoing throughout the construction process up to full vegetative stabilization of disturbed soils. Thereafter, the owner will insure that the structural runoff controls are maintained in good working order. Section 10: Pollution Prevention Measures 10.1 Litter Control and Control of Construction Debris All litter and waste materials will be collected and disposed into a dumpster. Only trash and construction debris will be disposed of into die dumpster. The dumpster will reinalin covered to prevent wind born dispersal of deposited materials. Once filled to capacity, the dumpster will be removed and replaced by a private carter. Waste concrete will be collected and removed from site by a private contractor upon completing the construction of the building foundation. Materials such as wood pallets and cardboard will be collected quid recycled. 10.2 Control of Construction Chemicals Waste materiels including petroleum products, paints, solvents, and used oil filters will be stored in structurally sound and clearly marked containers. The containers will be kept separate from the litter and construction debris and disposed of in accordance with applicable regulations, which pertain to hazardous materials. Appendix A: SWPPP Checklist prepared by Suffolk Environmental Consulting, Inc. Appendix B Site Erosion/ Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti on May 25, 2012. SUFFOL:K COUNTY.DEPARTMENT OF PUBLIC WORKS HIGHWAY WORKkE' tMIT PEI2A7IT# 4$n TYPE L NU J CR# CRo4.8 _ DATE ISSUED 6/5/2013 TAX_MAP#• �-1000 40 01-0 REVIEMI FEE i $200 00 DATE PAID L NIATNT SEC - DATE PAID PROJECT`v'A].fE . J SECURITY $2 000.00� DATE PAID [-7 f� PERMIT FEE $I00.00 DATE PAIL) I—� 1IEDIAN ADOPT EE'S iNS;FXPIRES: BOND# CEiRTtFIED CHECK# �f—��y�`-� LETTER OF CA9 IT# IMPACT FEE: , $0,00 I DATE PAID �— PERMITTEE � 6erg c/o Patricia C.Moore RE,TURiY SECURITY 7U TI3T ADDRESS is1020 Mai:i.Rd. -- FOLLOWING([FDIEIIERENI)' LSoutho]d,NY 11971 _- L� PHONE#1(63`1)765-4330__� PURSUANT TO THE PROVISIONS OF SECTION 136,ART.6,OF THE NEW YORK STATE kIIGHWAY LAW,'PCkM.ISSTON'IS HEREBY GRANTED TO THE PERMITTEE TO: Construct a.20.ft.wide residential asphalt.driveway ramp. Bring.curb line up to grade and restore asphalt shoulder:as:needed. Restore the County right-of--way. All work shall be performed in accordance with the stamped permit plans and in accordance with this Department's most recent general, traffic and.material specifications and as directed.by the County=engineer. existing drainage structures in the County::right-of way must be covered during construction to prevent debris fron.'entering_the County's system. The applicant and/or their contractor will be responsible for pie amng any b:aSins in the County right-pf<way if evidence of construction debris is observed Prior to the start of any work,the stamped permit ptan and attached construction detail and notes must be provided to the applicant's contractor and said contractor must:arrange a pre construction meeting with Ken Dantzlg at 852-4788 a minimum of 48 hra.prior to start of work.On CR 48, North Rd., 1,500 ft.east of Chapel Lane'in the hamlet of Greenport,=iown o'f Southold'. IN THE HAMLET/VILLAGE OF: IG e port �l IN THE TOWN OF: Southold _� AS SET FORTH AND REPRESENTED ON THE ATTAC,II.E.D PLAINS,TYPICAL SECTIONS AND PURSUANT TO t IS DEPARTIYIENT'S GENERAL SPECIFiCATION3 The zoning:andsubse.quentuse of this property is undo rthe.authorlty.,ofthe towti in which this>development:is ft�cate�;Thereby,the issuance of this"Highway Work Permit"should not be constr--ued as an apprpval by this Departmentfor this cJeve)opment, ndlar associated land use. DATE SIGNED: REVIEWED BY GILBERT:ANDE. E, " ' PERMITS ENGINEER: C.- zw PUBT IC ORI{5 (In'itiai) BY: BY: William Llil1 iau;P.E. 4�3- tPer Wee) Chief Engineer UPON COMPLETION OF WORK AUTHORIZED BY THIS PERMIT,PLEASE COMPLETE THE FOLLOWING.AND RETURN TO THIS DEPARTMENT WORK AUTHORIZED BY THIS PERMIT HAS BEEN COMPLETED,REFUND OF DEPOSIT/BOND IS REQUESTED. DATE: SIGNATURE OF PERMITTEE/AGENT D(J::NOT WRITE BELOW TI3IS;LINE. .-�. ALL WORK AU7 I707M-ED BY THIS PERMIT IS: El COMPLETED;REFUND DEPOSIT/BOND DATE: PERMITS INSPECTOR: N OF SOUTHOLDRT RECORD CAR® OWNER ' i STREET -� ( � VILLAGE DISTRICT SUB. LOT �(IV. � ill ,�ti•1,�, � �� �b L-�S FORMER OWNER N E f ACREAGE C S - W r TYPE OF BUILDING RES. I SEAS. VL. I FARM comm. v� IND. CB. MIS�- 9/ � LAND IMP. TOTAL DATE REMARKS �1-4151-00 U Z klhi'lvrx' W %o C) 0 8 0 o 0 1-0�L/a t�L9 'VQ7#3 --EP 17 ,?05-6 1 /� � cq 6P*3366 r laces 9?44-- aoq,g' i ?007 / d--1 G LZ ca AGE BUILDING CONDITIONS NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value o Tillable 1 Ti llal5l'e 2 �k to wl 0 Tillbble, 3 Woodland. . Swamplarid Br-ush.land House Plot Tate sJq. l `.."�'�-e+n'�"s^".4„'I rs•s�..�•,s .i��3.Y. 4.,x IL kk 1 .Y� I f \ 1 0 w ON MEN fa�s ■■■■■■■■■■■■■■■■■■■■ rnONE •I N0.. r! da . ��\ } a�7 k t �x�k v , fir ■■■■■■■■■■■■■■■■■■■■ J ■■■■■■�■■E�■■■■■■■■■■ ■■■■■■■i�1■■■■■■■■■■ 4 � 1 MEN■■■■■■■■■■■■■■■■■ IN IN 'rkyre^� •14,�. i3 sr"rx,L i+1'.p +.i ,p•� a�.+."�,y 5�, §,'fir t p'e�+y tl: ya �, ■■■■■■■■■■■■■■■■■■■ M. Bldg. Extension Extension Extension t Date File# TOWN OFfpSOUTHOLD COMPLAINT REFERRAL FORMj��� Location of Complaint: (,2,`� V1� � � � ��"'CTM# `t o-1-6 Property Owner: e-i 6_� Phone Address: R I L l � NATURE OF COMPLAINT: ACTION TAKEN: Optional: Complainant: By Phone Mail In Person Address Phone: Report Taken By: Date Date Referred to Code Enforcement: -------------------------------------------------------------------------------------------------------------------- CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: B. P. 3 7's-©3 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: Date Reviewed. / AP plicant: �G✓"� / 1 Owner: Architec6Rngiaee� vl"'o" "d— Estimated Cost: o�o SCTM# 1000 = e — Subdivision: �- Zone: ►\" �° Conforming? YMS' Property Address: p�' �� 1�0 City: Pre COs? Building Permits (Open/Expired): BP - -Z/00 Z- — ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- Info: Single& Separate Search Required? Y of Determination: ' — ST°R .RUN,o,Ff OK REQ. Lot Size: 03 ° ACT. Lot Size: S�� REQ. Lot Cov. oZ o`�o ACT: Lot(ov. 0A REQ. Font -TO ACT. Front{' _RE Side /-S' ACT. Side AO REQ. Rear 30 PROP. Rear ok REE gh / ACT. Height R E Q, 8*TH SI DES ,P-r ACT 4 �=�t escri�tn "� j j At r44. 1 :M 3#4.�97YiL.M 'D-2, 3 W ek-iry cl. Waterfront? or ? If yes,water body: �: `�'� Panel# Flood Zone: B:ulkhead/Bluff Distance: g� ADDITIONAL APPROVALS REQUIRED QL/}N 5 SIGNED, SFrILED SUPVEY orb SITE PI-AN ° Suffolk County Health:0r N- If yes, *Bed#: T *Date: it /S/I0*Permit#: .K10- 10-"'4` Town Septic(Y-N If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y o1I1V/� Date: —/—/ - Permit#: or NJ Letter- Notes: 2- Southold Trustees: Y o,6 Date: b/ M�'T'Permit#: J Lett -Notes: Southold ZBA: Y ore- Date: / / Permit#: -Notes: Southold Planning: Y or Na- Date: / /_ Permit#: -Notes: Town Landmark C of A: Y o Nj TE: _/ /_ *NYS CODE Compliance(page 2): Y or N CQNTRA<-poR Llc'�NSt IS'A4BILIrY_- LIABIc.jTy -._WPRklv�Ns C MPENS47'/on/ Notes: , Fee Structure: Calculation: Foundation: 01- 3SF b `� X W,0 First Floor: a C SF + Initial Fee. $ 61-o 0 , Second Floor: SF +Additional Fee ( ): $ Other: SF SF X$ , =$ Total: .3 9- SF +Initial Fee: $ +Additional Fee ( : $ C OF o FEES 0 ' nQ AS 8 U I LT FEE "�- TOTAL: $ a-(4Is � g0 y NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC%GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:20 Wind Speed; 12OMPH Seismic Design Category:B Weathering: Severe -Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHTXIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RAFTERS: YIN' LUMBER SPECIESAND GRADE: YIN WINDOW AND DOOR SCHEDULE: -MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N # LIGHT 8%: Y/N VENT 4%: Y[N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGR-kN& LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y(N .ENERGY CALCS /N (P,6SCHECK) 94I0 TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) o ert Date: 8/16,2012 y Scale: FEINBERG Pr Drawn by: TFL Situate: 62445 North Road Greene) t NY Comments: Adapted from the Survey of subject property,as prepared by �- Peconic Surveyors P.C. on August 1„2012 11944 SUFFOLK ENVIRONMENTAL CONSULTING, INC. Jamph Fischetti, RE P.O. Box 2003 • Bridgehampton - NY- 11932 (631)537— 5160 (phone)—(631)537— 5291 (facsimile) 1725 Hobart Road, Southold NY, 11971 Phone: (631) 765-2954 NEtN • . 05 0. g f� Q O Ar -RAIN RUNOFF CALCULATIONS QN�{ HOUSE - X25 ag 4. �P.s • 0i •s3v a�rr�► • rrs of sw/l. '�. . pg'yu° �► §EPTIC SYSTEM !4 BEDROOMS! I= 1000 GAL. PRECAST SEPTC TANK 'Y I- 8'0 x 12' DEEP LEACHING POOL 'tom EXISTWG 0 I , STREET ADDRESS: 62445 NORTH ROAD SCDHS Ref.# RIO-10-0044 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERIMIT FOR APPROVAL OF CONSTRUCTION FOR A r`'SINGLL= -AMI Y RELDIDENICE AND SURVEY OF PROPERTY NEAR GREENPORT ' • �l�- v-���! TOWN OF SO UTHOLD L lU j i- F:--. b:,_;0. r� SUFFOLK COUNTY, N. Y. // R W 1000-40-01-06 I Ct 41161a.xa- .� C� ROOMIS F f's ;, „F_OF APPROVAL SCALE: 1'=40' DEC. 23, 2002 � 2 of BA Jai, I , 0n3Revised 1' TOYed Feb 12; 2003 (rcy.s Sept. 24, 2010 (certiflcatlon) oCT. 26, 2010 (REV;310NS) Expires l / , JUNE 29, 2011 (proposed hse.) JULY 1,JULY 12221011(IREIV1Sl0, STARS I ' Z AUG. Ili, 2011 (POOL STKS` AUG. AUG. 22, 2011(revislon) .1 AUG. 23, 20il (re vision] OCT. 27 201161aft).; / / 'b , ►.� t�W MARCH i2, '2012 (pool forms) y t a .0 00 )p MAY 25, 2012 (PROP HOUSEI c�► :` .,.w �,p5 JUL Y 27 201 (re v1slonsl 25'--�0� �°z0 j� AUG. (, '�Ol ROSE. SEPT dL KOM ` E � 'ABM /i� ,'�� `'i -A �,�• ..�j�t• �otiP d:;of Vllate if?e(s) MU Be Inspected By The �, ►�. �-► 1 "w Sul I County Dept. Of Health Services. T Cali 852-5700, 48 Hours n Ad To Schedule Inspec�L s12Ailli eance, U�, /iIS�CG�Gp/ O BRAIN RUNOFF CALCULATIONS i HOUSE - 3125 sq.(t. y y p PROVIDE 3- DRYWELL S D•0 M •A..'P'.nccP + 5 SEPTIC SYSTEM (4 BEDROOMS) 1- 1000 GAL. PRECAST SEPTC TANK 1- EXISTING DEEP, LEACHING POOL ) jXdST GDECK I I nNG STEPS t ILA QRUS TO — •- f REPA4?F.D EL 30 40. BEACH STAIRS 12Tca 12'- / - - '(NO SCALE) ` - EMTM GRADE - y 2,n0 TOP OF'BAW HAZARD LIC �Z. Ar DECK �P. �� AD 41P (ER / STAIR-PLAN �00�� - •1�20 `�• (NO SCALE) Q EL 356� gOA COASTAL -EROSION HAZARD LINE FROM 4 z S� �4s �•ef 10 00ASTAL EROSION HAZARD AREA MAP g� 5' �' Pholo 53-591-83 .�,t�f`bli° F, CERTIFIED TO=• P #3- e LATH STK MICHAEL FEINBERG SH€D TO BE REMOVED NOT SHOWN HEREON EL L EN H. FEINBERG FIDELITY NATIONAL TITLE INSURANCE COMPANY i I am familiar with .the STANDARDS FOR APPROVAL AND CONSTRUC77ON OF SUBSURFACE SEWAGE ' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by.the conditions set forth therein and on the N i �r NE B permit to construct.. � v`s REA=51,94 "a �`'= The location of wells and cesspools shown hereon are �f TO T7E �r from field observations and or from data obtained from others. yes ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A WOLA77ON � OF SEC 770N 7209 OF THE NEW YORK STA7E EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS =3 Ago c.��i � HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF � Q /� �� SAID MAP OR COPIES BEAR THE IMPRESSED SEAL-OF 7HE SURVEYOR �I - •'' `6. 49618 WHOSE SIGNATURE APPEARS HEREON. LA_ CONIC 3 EYORS, Contour lines are .referenced to the Five Eastern Towns � 1) 765-5020 FAX (631) 765-1797 Topdgraphic Mops (N.G.V.D.) BOX 909 • 1230 TRAVELER STREET ® =MONUMENT SOUTHOLD, N. Y 11971 02-354 i 6 E r STREET ADDRESS. 62445 NORTH ROAD SCDHS Ref.# 510-10-0044 + o� SURVEY OF PROPERTY 40 N`� , NEAR GREENPORT TOWN OF SO UTHOLD: SUFFOLK COUNTY, MY 1000-40-01-06 /0 � , SCALE.• 1 =40 �,� , ,/ / , DEC. 23, 2002 aF gtNK Ja.•�• 33, '�ov3lreviS��•,3 ) i OF Sept. 24, 2010 (certification) , OC f. 26, 2010 (REV;310NS) JUNE 291 2011 (proposed hse.) s JULY 1, 2011 Nddlllons) / NVOD �� Q JULY 12 201! IREVISlO STAIRS i ��- �� AUG. I5, 2011 (POOL STK' AUG. 22, 2011(rev(sion) AUG. 23, 20i I (revision) y 0�' 'sue, trk OCT. 27 2011(stairs) . MARCH G2, 2012 (pool forms) MAY 25, 2012 (PROP HOUSE) JUL Y 27 20l (re vlslonsl "'gyp / �•.•_ �` 0 6 i A UG. !, 012�HSE. SEP T. 2s'--�3`'. / a OG �� \ OCT. 22, 2012 (toundatlo 1 004 god w \ .t .0 / << I ItO `pis te �/+�• `oho �oY L J- O xeo• �G OPT Opp ,RAIN RUNOFF CALCULATIONS ta� HOUSE - 3125 r `� �� q./l. I.. �• 1� s *� 5 3I25 +r I +OJ7 ev,/1. �.. I f �p��• o�C A PROVIDE 3- DRYWELLS 610 4.3' DEER O SEPTIC SYSTEM (4 BEDROOMS) 1- 1000 GAL. PRECAST SEPTC TANK /- 8'0 x 12' DEEP LEACHING POOL O EXISTING 'PJ P EXISTING 6' f35' e'8' f3 6' 1 153' 13.6' \ 91 DECK \ EL 3 BFINITfiva E REPAIRED STEPS I'LAT'aft4s To � r - EL 3 \ ��` ,_ �� rzrm Iz-e r � I — — aEACH STAIRS EL l / (NO SCALD \ ' EXISTING.TO• E?aSTRYG-GRADE BE REPLACED C� O TOP OF BAW y �NAZARD LAC 8 DECK STA/R-PLAN '?• �� old" - ��PjE�`R ''v` \j•' • �0 2 - � / (NO SCALE) 6� OP St 1 COASTAL EROSION HAZARD LINE FROM a / Sy �^ COASTAL EROSION HAZARD AREA MAP E't C Ey E Photo 53-591-83 CERTIFIED TOj• P #3--LATH STK F• MICHAEL FEINBERG SH€D TO BE REMOVED NOT SHOWN HEREON EL L EN H. FEINBERG FIDEL I T Y NA TIONA L TI TL E INSUR 4 NC17 COMPA NYC • BLDG. DEPT. I am familiar with .the STANDARDS FOR APPROVAL TOWN OF SOUTHOLD AND CONSTRUC77ON OF SUBSURFACE SEWAGE I DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and ►:ill ,:bicro by.the conditions set forth therein and on the permit to construct. AREA=51,942 -istE : The location of wells and cesspools shown hereon are TO TIE a- :_.;yy:' •' --f.r r \ O from field observations and or from data obtained from others. '`; '` ,,: ANY ALTERATION OR AD0177ON TO THIS SURVEY IS A WOLA77ON o< OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. ra i EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA77ONS Y:•_.`; =. �._ I HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF �' :;"�_.` , SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYORl• 449618 WHOSE SIGNATURE APPEARS HEREON. FECONIC S tR r'rf Contour lines are referenced to the Five Eastern Towns (631) 765-5020 P k,` E3'1 a 5-1797 Topdgraphic Maps (N.G.V.D.) P.O. BOX 909 ■ =MONUMENT 1230 TRAVELER STREET SOUTHOLD, MY 11971 02-354 STREET ADDRESS., 62445 NORTH ROAD SCOHS REF.,# R1O-10-0044 SURVEY OF PROPERTY 160 NEAR GREENPORT 1ti TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-40-01-06 SCALE: 1'=40' JUNE 10, 2013 (FINAL) �°c1•�,0 o eP�� E BO p OF BANK 03E. 1%0 . �( STq��,s, � Q� Nw �`0 4 s 5�g� �SOG 0• \f O IX 0 � • �• f\�- /�/.� Rip�00 Q S 48 S f ' S • � � 16 2 ,o. PEE GE o. �� OZ Z05 SloRf � GPRP 6>cr 2y a005 z T05 SUi:OL, taVYJ At-y�� L \ 9ro 0 l r-AR��q,-� 7— specc 4'D�/ee ��vi \ �� ° APPROVAL9y p ®� a7G1��9'�s��7 ' A SI OF COMB c E LEFANULVRLRTn,J 7 a --. Ll a be *:+Z3f. s; Iled by th �fly Ivt ,` aXrUA4 .all0fi f;r3 � 1 e �' •,K i TAL ,�:.,=z;,n; .:; been tJ \ and nd to .a Wafter dR1 . 0ri,ltiee og°,R�er AREA=51,942 S F v"•. '2M TO TIE LINE — COASTAL EROSION HAZARD LINE FROM COASTAL EROSION HAZARD AREA MAP ` •233 0 PHOTO 53-591-83 \ M R 92 6 I am familiar with the STANDARL?S FOR APPROVAL 6•��' C �G:R°• OF SUSURFACE D SP S03) AND CONSSYSTEMS FOR SINGLE FAMILYEWAGE RESIDENCES / 55 g0�i� and will abide by the conditions set forth therein and on the ®F permit to construct. The location of wells and cesspools shown hereon are 'Qt�`' � _ DEC 2 2013 from field observations cmd or from data obtained from others. .,p `°� SUFF.CO.HEAi rH SERVICES WMASMANY ALTERATION OR ADDITION -TO THIS SURVEY IS A VIOLATIONS OFFICE OFRMTERMGT. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF N.Y.S. LI C. NO. 49618 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVE ePEO EYORS, P.C. WHOSE SIGNATURE APPEARS HEREON. (631) 765-5020 FAX (631) 765-1797 Contour lines are referenced to the Five Eastern Towns°' _ ! P.O. BOX 909 Topographic Maps j " r I_ 1230 TRAVELER STREET ■ =MONUMENT v I SDU THOLD, N. Y. 11971 02-354 REScheck Software Version 4 Compliance Certificate Project Title: Feinberg Residence .Energy Code: 2010 New York Pnergy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 8% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor. North Road-Greenport Southold,NY 11944 Compliance:32.3%Better Than Code Maximum UA:1093 Your UA:740 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-of riles. fjDOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross -Cont: Assem6lyor • D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 2600 30.0 0.0 91 Wall 1:Wood Frame,16"o.c. 7614 23.0 0.0 384 Window 1:Vinyl Frame:Double Pane with Low-E 396 0.320 127 Door 1:Solid 15 0.300 5 Door 2:Glass 223 0.320 71 Floor 1:All-Wood Joist/russ:Over Unconditioned Space 2140 34.0 0.0 62 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. aA.I66c, Z. CH0/2A/0 / A) _ 7- it Name-Title 'Signatifel t Date cc 9TF.OF9mE�,t�O � Project Title: Feinberg Residence Report date: 10/07/11 Data filename: Untitled.rck Page 1 of 1 Town of Southold P.O Box 1179 Southold, NY 11971 r r J * * * RECEIPT * * * Date: 06/28/12 Receipt#: 136956 Transaction(s): Reference Subtotal 1 1 Septic Permit-Construct- Resid. 4093 $10.00 Cash Total Paid: $10.00 01ONl19OS JO NMOI '1d30 '9019 ZLOZ 8 Z N(1(' Q Name: Moore, Patricia 51020 Main Road Southold, NY 11971 Clerk ID: CAROLH Internal ID:4093 Town of Southold P.O Box 1179 Southold, NY 11971 i * * * RECEIPT Date: 06/28/12 Receipt#: 136956 Transaction(s): Reference Subtotal 1 1 Septic Permit-Construct- Resid. 4093 $10.00 Cash Total Paid: $10.00 Name: Moore, Patricia 51020 Main Road Southold, NY 11971 Clerk ID: CAROLH Internal ID:4093 CREScheck Software Version 4.4.4 �J( Compliance Certificate Project Title: Feinberg Residence E V E Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Construction Type: Single Family AUG '9 2013 Project Type: New Construction Conditioned Floor Area: 2,600 f12 Glazing Area Percentage: 8% BLDG.DEPT. Heating Degree Days: 5750 TOWPl OF SOUTHOLD Climate Zone: 4 Permit Date: Construction Site: Owner/Agent Designer/Contractor. North Road-Greenport Southold,NY 11944 Compliance; Compliance: 28.3%Better Than Code Maximum UA: 1093 Your UA:784 The%Better or Worse Than Code Index reflects how dose to compliance the house Is based on code tradeoff ruffs. It DOES NOT provide an estimate of energy use or cost relative to a minknum-mde home. Envelope Assemblies AssemblyGros's Cavity Glazing or Door UA Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 2,600 30.0 0.0 91 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,140 30.0 0.0 71 Wall 1:Wood Frame,16"o.c. 7,614 19.0 0.0 419 Window 1:Wood Frame:Double Pane with Low-E 396 0.320 127 SHGC:0.00 Door 1:Solid 15 0.300 5 Door 2:Glass 223 0.320 71 SHGC:0.00 Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory requi ements listed in the REST h ck Inspection Checklist Name-Tale / Sig Date QJ ;g Q b �:"a :.'I,�j,•!jro Via. i.'•� 0 9, `N Project Title: Feinberg,Residence hiv'' Report date: 07/22/13 Data filename: C:1Documents and SettingslAngel B.ChomouMy DocumentsXREScheckXFeinberg Residence.rctc Page 1 of 6 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 2010 New 'Plans Verified '= Field Vented York Pre4nspection/Plan Review` Value :Value Complies? Comments/Assumptions Energy 103.2 ;Construction drawings and , �❑Complies (PR1)I documentation sufficiently j❑Does Not Comply. J i demonstrates energy code []Not Observable compliance for the building envelope. ❑Not Applicable 103.2, ;Construction drawings and 1 J❑Complies 403.7 i documentation sufficiently ❑Does Not Comply [PR3)1 demonstrates energy code j❑Not Observable v ;compliance for lighting and ❑Not Applicable mechanical systems.Systems serving multiple dwelling units must f demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ;❑Complies (PR2]2 sized per ACCA Manual S based on Btulhr i Btu/hr ❑Does Not Comply loads per ACCA Manual J or other Cooling: Cooling: ;❑Not Observable approved methods. Btu/hr Btu/hr :❑Not Applicable ; ; t Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) S 1 Low Impact(Tier 3) Project Title: Feinberg Residence Report date: 07/22/13 Data filename: C:1Documents and Settings\Angel B.ChomolMy Documents\REScheckXFeinberg Residence.rck Page 2 of 6 2010 New York Foundation Inspection Complies? Comments/Assumptions Ener 303.2.1 Exposed foundation insulation ;❑Complies [FO11]2 protection. ❑Does Not Comply j { ;❑Not Observable ' ❑Not Applicable 403.8 1 Snow melt controls. ;❑Complies [FO12)2 { :❑Does Not Comply ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Feinberg Residence Report date: 07/22/13 Data filename: C-Mocuments and SetfingslAngel B.ChomoWly DocumentslREScheckkFeinberg Residence.rck Page 3 of 6 2010 New Plans Verified _ Field Verified York Framing./Rough-Inlnspection Value Value Complies?- Comments/Assumptions rgy 402AA ;Fenestration that is not site built is 1 I❑Complies [FR20]1 listed and labeled as meeting ❑Does Not Comply AAMAIWDMA/CSA 101A.S.2/A440 or 1[]Not Observable ; has infiltration rates per NFRC 400 that do not exceed code limits. }❑Not Applicable 402A.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish and ( ODoes Not Comply labeled to indicate&It;=2.0 cfm � i leakage 75 Pa. " ❑Not Observable ; g + a❑Not Applicable 403.2.1 ;Supply ducts in attics are insulated to R- R- ;❑Complies [FR12]1 R-8.All other ducts in unconditioned R- R- :❑Does Not Comply spaces or outside the building ; ❑Not Observable ; envelope are insulated to R-6.Not ; applicable if all systems are ductless. ; ❑Not Applicable 403.2.2 ;All joints and seams of air ducts,air 1 I❑Complies [FR13]' handlers,filter boxes,and building J❑Does Not Comply u cavities used as return ducts are ❑Not Observable ' sealed. []Not Applicable 403 2 3 ;Building cavities are not used as ducts; ,❑Complies [F1215]3 or plenums. 1 T❑Does Not Comply 1 []Not Observable ; i[]Not Applicable 403.3 HVAC piping conveying fluids above ; R- R- ;❑Complies [FR17]2 1105 OF or chilled fluids below 55 IF �❑Does Not Comply are insulated to R-3. ;❑Not Observable ❑Not Applicable 403.4 Circulating service hot water pipes are; R- R ;❑Complies [FR18]2 insulated to R-2 ; :❑Does Not Comply } ;❑Not Observable j❑Not Applicable 403.5 Automatic or gravity dampers are ! j❑Complies [FR19f installed on all outdoor air intakes and 1 7❑Does Not Comply � exhausts. ; j❑Not Observable ; { j I❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Feinberg Residence Report date: 07/22/13 Data filename: Q%Documents and Settings%Angel B.ChomoWy DocumentsXREScheckXFeinberg Residence.rck Page 4 of 6 2010 New York Insulation..'Ins Complies? Commerrts/Assumptions Ener 303.1 All installed insulation labeled or ;[]Complies [1N13f installed R-values provided. []Does Not Comply j ;[]Not Observable ;[]Not Applicable Additional Comments/Assumptions: 11 High Impact(Ter 1) 2 1 Medium Impact(Tier 2) 3- Low Impact(Ter 3) Project Title: Feinberg Residence Report date: 07/22/13 Data filename: C:00cuments and SetdngslAngel B.Chomoft DocumentslREScheddFeinberg Residence.rck Page 5 of 6 2010 New Plans Verified Field Verified York Fina[Inspection Provisions Complies? Comments/Assumptions EnergyValue Value- . 402.4.2, Building envelope tightness verified ', ACH 50= ACH 50= ;❑Complies 402.42.1 by blower door test result of 8Jt;7 ACH; :❑Does Not Comply [F[17]' at 50 Pa.This requirement may J ;instead be met via visual inspection, ;❑Not Observable ❑Not Applicable in which case verification may need to: occur during Insulation Inspection. ; 402.4.3 Wood-burning fireplaces have 4 !!�❑Complies [F[8]2 gasketed doors and outdoor 1. i❑Does Not Comply combustion air. I i 8 I ❑Not Observable ; i J❑Not Applicable 40322 :Duct tightness via post-construction ctm ctm ;❑Complies [FI4]' with mabmum leakage of 8 cfrn to ; ❑Does Not Comply U outdoors,or 12 ctrm across systems. ❑Not Observable ' For rough4n tests,verification may ;need to occur during Framing ❑Not Applicable Inspection,with mabmum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats installed ❑Complies [F19]2 on forced air furnaces. 1 i❑Does Not Comply Q I❑Not Observable I I'❑Not Applicable 403.1.2 Heat pump thermostat installed on ❑Complies [F110]2 i heat pumps. []Does Not Comply 1'1❑Not Observable ; i❑Not Applicable 403A Circulating service hot water systems i❑Complies [FI111 j have automatic or accessible manual ' 111Does Not Comply €J) `,controls. ;❑Not Observable ; j !❑Not Applicable 403.9.1 Readily accessible switch on heaters ; ;❑Complies [F112]3 ;for swimming pools. ❑Does Not Comply J ❑Not Observable I ❑Not Applicable 403.9.2 !Timer switches on pool heaters and ; j❑Complies j [FI19]3 pumps are present I ;❑Does Not Comply ?❑Not Observable + []Not Applicable 403.9.3 ;Heated swimming pools have a cover.; ❑Complies [F120]3 I Covers on pools heated over 90 IF ! +❑Does Not Comply are insulated to R 12. ❑Not Observable []Not Applicable 401.3 Compliance certificate posted. j j❑Complies [FI7]2 I T❑Does Not Comply g i ❑Not Observable I (( i ![]Not Applicable 3033 '',- Manufacturer manuals for mechanical i❑Complies [FI18]3 Jand water heating equipment have i J❑Does Not Comply; J been provided. I !❑Not Observable {,❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Ter 3) Project Title: Feinberg Residence Report date: 07/22/13 Data filename: CMocuments and SettingslAngel B.Chomoft DocumentslREScheckXFeinberg Residence.rck Page 6 of 6 �J( 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Wall 19.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): Glass&boor Rating U-Factor SHGC Window 0.32 Door 0.32 CoolingHeating& Heating System: Cooling System: Water Heater. Name: Date: Comments: ' � o poc , 0 1 �1 / ¢ 20-02- ���/g ARE c� Y — 10< 33 N ° •�- `�':, -- -- -ids I- -- tV Ro f, o -- J - ° 64� WT -- irl IN ow 71 I II 1 ' o If ttrxc. VA 7!9b oll .. oo -- `- 02 - 71 ol � I �'q� 2/ � 7 219 t9 BASEMENT FOUNDATION STRUCTURAL ELECTRICAL 3 1 WINDOWS AND DOORS SCHEDULE DOORS All interior doors to be 2'-6" x 6'-0" unless otherwise WINDOWS A 2 —2 X 4 —8 TW 2046. pi FWH 5068 noted. Closet doors to be field mesured. j B 2'-2" X 4'-0" TW 20310 D2 FWH 2768 C 21-6,. X 41-0„ TW 24310 D3 FWHi 5068 INTERIOR �. , — X r. 3 —0 TW 20210 WG 5068 DO NOT PR APROVL- A� P�0T �3, D 2 2 D� F OCEED WITH D TE: 9�l_�� B.P. 3 ?`�,0-3 / !I E 2,-6„ X 3'_0" TW 24210 �t FRAA�lhlG UNTIL SURVEY n - CO `n „ �� HAU"�DATIU"!lOTI4Y LE:° ���BY: _ Q - r Q F 3'-6 X 5 —0 TW 34410 EGRES ANDERSON STORMWATCH PROTECTION BEcPdAP 0V2D, NOTIFY BUILDING DEPARTMENT AT �l Al G 3'-2" X 5'-0" TW 30410 EGRESS - 765-1802 8 AM TO 4 PM FOR THE • E�-ECT� g+ � FOLLOWING INSPECTIONS: �� --d — 3 �. -� - 6 ��_� - - --- H 3,_0„ X 1 1_9 ,� TWT 21017 N D'J , „ r n '- "* """"`' �f ' "' ��M } 1. FOUNDATION TWO REQUIRED —� — TWT 1827 IN��a ��,i� a l-O /I 1 -9 X 2 9 _ 4 FOR POURED CONCRETE 2. ROUGH - FBAMIIwG & PL-UMBING 5'-0" X 3'-4" P 5035 INSULATION 3. Ih ROOF V> 4. FINAL - COi STR'UCTION MUST Ilk, : — K 2 —6 X 4 —8 TW 2446 BE COMPLETE FOR SHALL / �� PLU'V'31NG ALL CONSTRUCTIONNTHE CUDMS OF NEW S REENED SECTION ,� L 4 —0 DIAM EET THE FR 40 ALL,PLMA.SINGWASTE REQUIREMENTS OF " 0, I p eN / l(� /� -G" �/ 2�_O�� -&WATER LINES NEED YORK STATE. NOT RESPONSIBLE FOR 1� M J /� TESTING CEFOAE COVERING DESIGN OR CONSTRUCTION ERRORS. ¢-0 DECK �I - ` 1_41- - -9 r --- x�,� s � ' oar COMPLY WITH ALL CODES OF I `U - NEW YORK STATE & TOWN CODES "Ni • AS REQUIRED Avt - G / d-Co /A/ /S�' Div -� 3-<o 1 S HOLD TOWN ZSA � SOUTHO �ANN:NG BOAR[ SOUTHO OWN TRUS �S lo ,o ° TERRACES ____���.� N, .DEC OCCUPANCY OR USE IS UNLAWFUL Ole cv �� , / rWITHOUT CERTIFICATE - - P -� OPEN , BEDRM # S O�" OCCUPANCY MASTER BEDRM # 'f � N GREAT ROOM RETAIN STORM WATER RUNOFF BEDRM,# 2 MASTER PURSUANT TO CHAPTER 236 N `� OF THE TOWN CODE. WALK INCLOSE 0 SIM IF '' CLOSET ' J i i� , i a {MASSAGE �' C PLUMBER CERTIFICATION. . (@ 4n 9 - tpt�_ -� - S ' , o ,� ,� ON LEAD CO 'TEA1T BEFORE TO EL _ Ti ON OF OCCUPANCY ! i SOLDER USED IN WATER D .r LO —_ - - - - I 11 SUPPLY SYSTEM C�INNOT KITCHEN T 7 t y I - 'f / c - EXCEED 2/10 OF 1% LEAD. ATHRM # 3_ +i ALK11�I_C10SE �,b _ _ , q w i n OW S ? v t (n 7 - o - — 1 �3 h LAUNDRY 1 STEM BAT R� # 2 t i�O ROCS MASTER � � � � � / -- . '� �` - s I 0 U .� _1� rfp $,7 \ � CLOSET I --8 Fr2 `'7`' - }�' OPEN `� �F - Q '. -__.car > � i , I ; m� Y I - ' DEN % ►� , _, _ °x6 _ C!koW r CILb ET —Tr ---,s t/J .mod �,i _�y�, 41 -('a-A *z lk - ► - ° 1 j LOBBY �cc GARAGE '_ --- � ;7 7 a 'Ji •, i - ROOF PORCH BEDRM # 4 � — � ---A I r�- Pa 9-� - io 4A LO UD ' � ' Q N = kale 1�4' =�'-Io° SECOND.FLOOR PLAN FIRS OR PLAN INDEX 1000-40-01-06 A-1 , FIRST AND SECOND FLOOR FLANS �,� _ DATE: - ' A-2 FOUNDATION - BASEMENT - STRUCTURAL � Ile VV �r'3 ELECTRICAB. FEINBERG RE:SIDENC� A-3 FIRST AND SECOND STRUCTURAL PLANS �`����' "��;��, �•_ �.• GREE•NPORT. , q A-4 ELEVATIONS ; 'SOUTHOLD• "NY � _ A-5 SECTIONS 1 J-ry A-6 FIRST AND SECOND ELECTRICAL '�9TF °'a''� '�o� 3 _ ;�NA ` �� CHORNO ASSOCIATES ���� A-7 GENERAL CONSTRUCTION NOTES �`'' A-8 WIND PROTECTION -9 TYPICAL DECK WIND PROTECTION architects. A SOUTHOLD, NEW YORK NOTE: All Exterior Dimensions are to Face of Studs. 4 ^ V i° J m , — -- - o T —�- I - -- - - d . q I T 6 o I /5! 20"a2 13-6 u nQv 'Dih pF r \ c� --�dS LL— i 1 7 _ �= u _ - �-> 1 _ 6f I Z _- d a a , A 1—AII ; 1 Q • (I cc c f-aw50 Lr - O x 2 cz lT/ OS f•; a ---- - - — _ r 00 i � I AD zo i 1 I Scale: 1 4'"=V-0" A rd -- ,; - - - - c To 2. Z 2 3 12 - I ENT FOUNDATION) STRUCTURAL ELECTRICAL BASEMENT. FOUN 3-7 _slttz�. DATE: 9'r-20 ./e 3 2 3 2 2 E� A FEINBERG -RESIDENCE 2 I �, . ,R , J Q,.z -� GREE�IPQRT . /�- � �• � � � SOUTHOLD NY PLUMBING DIAGRAM -•9 PLUM , ` `` YNE`� CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK r - y v - --T-ot 1/0 /b o.C. \ 211 E .ZOWAI (3)-2xG 1 �p AIL LVI I- @-Ir O,c 001, . a � c t"L_1128 -- -- — - - _ - V „_ , FIRST FLOOR FRAMING scale. 1/4 -1 -o SECOND FLOOR FRAMING DATE: FEINBERG -RE.SIDENCE GREENPIORT . Q 0. . X; �I .'SOUTHOLD' "NY .3 • .�p,s,�' p 191 . .O - ` ` OF CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK r - — + — , r e Pi 11 - - - - 4===11 Lt 11' 1 1 If I Ili t 11 1 1 1 .. >s�' fir. J, a �i1�'11 1 11 1 11 T 11 A 11 — _ — -- — , �.�G_� v"D or - _ - SOUTH ELEVATION EAST ELEVATION Scale: 1/4"=V-0" I , l I � e i I rI I I � I , I , 7-1 35, -- NO RTH •ELEVATION WEST ELEVATION ' DATE: 9 ARC FEINBERG RESIDENCE GREEN PORT - All • / SOUTHOLD NYA-4 . CHORNO`ASSOCIATES architects. SOUTHOLD, NEW YORK • V R�,�?�e-7-/c J - _ - r 1- i . 1 n i r . � ,, J B I i � _ AD M '' _�.-- --t- �J - Ll <TYf SECTION ------ ----- GYG ,� a - -- 2 b k/ © -g \°b IFNI ��-/ _ . E S -IVA w / 3 - llld7�i� IaRCG 10 AF 71 3 — - • 1 - W. - i S E CT I O N• -=---- TT,c,�,c, _ c��..(7 �rce d • M�,�.�v�.(��� �> A ..• 5 � TYPICAL SECTION off, i Ole i � .. 6n� 'nr wv b � ; SCALE:1/2"=V-0„ 2 -kIEG,DR/� t • • w 6 0 1 ' • S E C'T I O N• ------ - . ,7 //o _1i '8 r _ �TfC->t DATE: �' �o2Q. // i — FEINBERG •RE.SIDENC.E �A=ZZ:D �-�ED ARC G�REENPORT - ( -C��� B. Cyo y —2 = �:Q T k`� �Io SOUTHOLD' •NY . D ETAl L Scale:02 — 1 -0 .f, TF;o;91,0' aQ TM IL I I - F of c�F�?F `b CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK 4N l41 =14co oGGE& KIP s . -1 - - -- >— b - a `_ tR • ® O O . Ga�trr 3 / I O ✓ � . 3 - cfi��' D ce- tea: iC� S IL u d)RYT7 - b I k/ II I • •Il O •1 FIRST FLOOR - ELECTRICAL - Scale: 114"=V-0"• SECOND, FLOOR - ELECTRICAL ELECTRICAL SYMBOLS RECEPTACLE =4�: GROUND FAULT RECEPTACLE mE�_ WEATHER PROOF RECEPTACLE r"J SWITCH CEILING LIGHT CENTER DATE: WALL WASHER �Eo qR FEINBE.RG RESIDENCE f-C LIGHT BRACKET EXHAUST FAN w k �� GREENPURT: Q PULL -CHAIN SWITCH LIGHT N�� �'� SOUTHOLD NY SMOKE DETECTOR ' TF -9 . CARBON MONOXIDE DETECTOR CHORNO ASSOCIATES TELEVISION OUTLET architects. SOUTHOLD, NEW YORK b GENERAL CONSTRUCTION NOTES NAILING SCHEDULE " PER PRESCRIPTIVE DESIGN FROM 1995 S C HIGH WIND EDITm�O, WOM CONSTRUCTIM IllANUAL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - tMV �► I ►Y VW ttiomlt SSHHAAL.L REFL NAIL ER PRESCRIPTIVEING IS BASEM) DDEEIGI+N SECTION\ 1OTHER �D F ING � FM APPLICATIM ICA Lumm CATOMY TIIW. a US n s �. n - ROOF FRAMING ROOF SHEATHINGS TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 9TY. X= low.! �A UZATIM AT IN TiNE lIAd�1. tti'JTFt THESE Ct . CTffiC1 =111 TS HAVE I TO IM�'EET THE LIVE LOAD TO HATE L!' WAM 4-Ud lR�lXM a NFCt1 - S� � Qom! s 66oc. s� a a, W. �, a rM Pam. F1 C� MMV. R"EF'ETt TO SECT. R31L4 / R�Lg W N.YS. RES CODE To Tom' PLATE W WALL 4-4 JMT NO M= 4 . _ sic u� CEILING SHEATHING, MAIL RM 40 ovoE PA�rrr>oo� vM - » LAP ►� m, • GYP= IM NOTES SLEDING "S To %File - src END KAn. v oc . Fm.a THESE NOTES ARE .Y TO IN SCFiEDIx.E idITES LEVCY. ± TW, t " END MAD. WALL SHEATHING, D. For roof sheathing within 4 feet of thin pat Ineteer edge: of the roof, IneiQetli�g 4 feet on each of then roof peak, TNSA 1WZZ9D _ the 4 foot perimeter tone attachments required shalt be used Md EIS Dell NUL ME Nam L ernr. ZPAC M STMLTi PM TAME 99 a. Tabulated 12 Inch o c. nall spacing assumes sheathing attached to rafter / t�'�= frame with M4% oil � - ne For framing with <0.42<GC0.4% the na4 spacing shall be reduced to 6 s o.c. WALL FRAMINGi PL� �`' COMM 6 r� 3L Tabulated 4 Inch oc. nail spacing assumes sheathing to rafter / truss fra g meals*rs thth 00.49. for ASSE1 ..ED AS PER i�M RESIMMAL C174STRUCTI�+! CODE. .� �� v �, � . Fif1.D framing with 0.42<GCQ.49, the nail spacing shot! be reduced 'to 3 irrcl'neec o.ew REFER TD THE FMt ADDITIONAL FASTENER & M. SPACM T� RAWAM - Nd t M rMX>� ,� , FLOOR SHEATHING, TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIRED LOADS, SSTD 10-99 Standard for Hurricane Resistant Construction CTlS " EA. 11A�l. .J®IT 0T9r. SPAM OCATHM !�A AT POML 'IS ES IN Tim PNVL (�OTFS 7-OE GZZW D MM 7-M lw%num Design Loads for Mdrigs and [them Structures tTU1f _ tam i' OR LEU 4' EM a 6• ! %r7Uf. N 7rm PAwm ma GENERAL CONSTRUCTION NOTES = PLATE To m,® = Md i� �. NOTES, PEt FACE MIL THESE i�TES ARE ONLY TO BE REFERRED TO IF L The lnforratlon an this set of construction is Is related to basic design Uwd P-7.�0e VND •- FLusr reoT� MENTIONED IN SCHEDULE NOTES ONLY. intent and frardrg details. They am Intended as o construction ail, not a substitute with c for p FLOOR FRAMING+ t). Nakirg requirements are based on craft sheathing NOTES awnerally accepted good bull practice and anew current New York State buftd�g cows. The Gerrneral Contractor Is r for provk&V standard nailed 6 on'-center a# the panel edge. If wail shernthirg construction details and pros to ensure a professionalty , structuraUy J= DESCRMIG t9LM le�TEt is naked 3' on-center at the pane! edge to obtain higher sound and were f completed i Product � pa THESE NOTES ARE ONLY TO REFERRED TO IF MENTIONED IN SCHEDULE t+f11TES ONLY. shear capacities, riling requirements for structural TW PLATE OR - ad �. nerbers shalt be doubled, or alternate connectors, 1). For watt sheathing within 4 feet of the corners, the 4 foot a tone attachment is shalt such as shear plates, shall be used to maintain load path be used.2. The General Contractor io re a for that all erotic and construction 2 _ � � mots current federal, state. courtly and local cows, ordinances and regulations, etc. M JMCT NAL 2) Whom wall shed is continuous over connected These cod vs rarer to b� ins part of the fiea�tbns for this buftd�np and thMng Z. Tabulatee�d 12 Inch o e. naE os sheo shoa�td be to even if are h varisernce with the plan. TO JagsT members,the tabulated r>aer of Halls shall be permitted spacing thirng attached to stud framing rnerioers with Y to be reduced tot - 16d nall per foot. G>0.49. For framing members with 0.42<G(, the Halt spacing$ s6x�tt be r•edarcerd to 6 inches ea.c. 3. lawns shall take precedent over scale drawings (do not scale drowi gs). SILL W TOP PLATE " lid la►>I. 3). For exterior panel slaf:"rnp, gnlvin>bted bon Inks shalt be permitted to be substituted for common na►ks. 4. Thew dmogner has not been anowd for construction supervision and assumes no To raw - J= NM responsibEty for construction eoord rno►tinp with these piQrrs, nor' re ity for TO V. 3 ` .Jaw f� construction MOWW, Mthods, teclu 0s, sequences, or procures, or for safety preccnu#tons and prograrg in connection with the work. There are no warranties for a M IXUT 3 - lid awl NAL clf� use expres d or Implied in th elley use of these plans. " � :InmT � Refer ;.o floor plans, exterior evations, and 6 !exterior door schedule for sm.L M Tor PUTS types and sizes of s and exterior doors. GENERAL FRAMING NOTES 6.Genearat Contractor 15 to that masonry and fireplace construction meets or L Unless otherwise noted, all fraedrg material to be #2+BTR. Doug Fir. exceeds att manufacturers Ificatiorm and 2. Floors, waits, ce fts and rafters to be 16' aC. unless otherwise noted GENERAL DECK & PORCH NOTES GENERAL H V A C SYSTEM NOTES -1, nd, General Contractor to cwmAl a eourd!r ate with the owner- for alt built in items Provide _0­--btcckhg whe. a applicable. such as bookcams, StM1 rang, pantry, closets, trip, etc. L Unless otherwise noted, all frn*g material to be 61 ACO pressure L Nechonicnl, subcontractor is r I Unless otherwise noted, all wall headers to be min. 2 Pnted lumber. responsible for adhering to all apptltabte 8. Wind load required tihall be taken In to account durb�g c All to have ante on each end or as specifiieedya codes owed safety re ts. Tom. ,;a protection peke should be rovie prism to starting, 1 2. Girders for floor ,joists to be min. 2--ply 240 unless otherwise noted P. HVAC subcontractor Is to fully coereb ate all system date w%d r&qu_ements 4. AU flush beams / headers to be Installed with heavy duty galvanized Orders shall be either batted to posts w/ 1/2' d5a. poly. bolts or with the equipment supplier. GENERAL FOUNDATION NOTES tee. Provide Galvanized Hangers and anchors where applicable two at( anchored onto concrete pier. Jobts connected to beam: 3. HVAC subcontractor to provide float system tayout e�arrirng and submit it to L General 6 to rovb�w plans, elevations and details to d 3. Joists to have blacking R W U.C. General Contractor, owner and equipment supplier for finial review and approval. Irt� is of float(s) eubove typical grae�. � Double up floor' ,joist under wails that run paralierl to floor ,joist eared under bathtubs- Floors getting ceraedc tile shall be verified for load capacity. 4. All ledgers attached to house to have a flashing barrier, lapping 2. All footingto rest on ,(vlrJ leak. lo!�ted the I with between e�fa. Gthe ualveanlzee►d bot#s,and � si�nU be 6. Provide blotting / bridging In floor ,joists @ Ir O.C» Use solid blocking A I provkb Ile expansion ,jdnt nate"riall between concrete stalm arm! abutting In floor joists under all bearing wells. concrete or � "y mUs In exterior or unheated interior areas. S. All footing for posts and pkrs to be 4` below . Piers shall 7. Provide Insulation bafflers at cove vents between rafters. Install draft blocking extend a mhnurn of fil above- grade. 4. Any new concrete Mft bek QttQd hvd to exlsttng of any) concrete s me to 6. All f be installed with 04 re-�b�c+�r, iB' tongDl 12' OTC. Use epoxy for Irnstallntion rnmlrg material to have appropriate gotvnntted hangers o►nd 8. Unless otherwise noted, Roof and Watts to have a min. 4-ply Ile F s. 5. Unless of noted,*note all interrtor� slabs ten Wandato P5�0 ps!►eornerete exterior €hea*ft plywood' Plywood to `over over plates and headers. GENERAL PLUMBING-- N 0 T E S GENERAL ELECTRICAL NOTES E��r stabs on grad* to be 35M P01 Concrete 9. Unless o noted, 3/4' TLG Fir or Advantech plywood to be adheredper KM Resk ntial Construction Coale. to Joist w/ PL400 a and screwed to floor ,joists for sub flooring. Finished 1. All water supply, drainage and ve!ntinp to be as per N.Y.S. L All electrical to be as so►nd orgravel fit with 6x6 c"re me�hi reinforebng. Interior slobs t0 be pinned on 6 mil. loan to be installed over as per manufacturersM�tttruetlOns. Residential Construction Coale 2. Al! eNectrieat erotic shalt be tern apprsnved potyethytene vapor barrio. FempWatiorn Slab to be a of 3-1/e thick. MAll batiroom watts to have Ile moisture resistant sheetrock. Garages Watts 2. Verify septic system with Erngtneer for Suffolk County Health 6. provide crawl space ash ore, &" cast Iron foundation vent for every 150 square and coltings to have S/Ir Type--X sheetroek. Unless otherwise noted, rest of Departrant approval. 3. Smoke detectors to be located thm~ as per Section R317 of feat of area butcbV to have 1/2' regular shoe#rock. All uheetrodc to be taped and finished. N.Y.S. Reside tkal Construction Coale. Prove a minimm of 1 Carlin a If watt studs, plates or ,joists are cut out during ini taltatlon for IL All roofs with n of less that 4#12 shalt be Installed with Ice b Water Barrier any plumbing related work, provide adequate bracing and plates DATE: 9 7. Provldce 1®'x24' notes: to e�vA arm. or Wed P to protect and secure the structure. Verify with the state code p .z0-/� °�"° �`' p"° y ��E ARC FEINBERG �RE.SIDENCE and manufacturers recommendation for maximum hole size and ti • tea• cy ' X exterior of foundation ba coo as per R4� of M Sill plates to be lam' per �� �� � G R E E N P O RT l� pressure treated Use with sit gasket .and coin-r mr`tta�d. ,w._ �. � ,� id.YS. c+tx . A 6-ral polyetfhylz flit► sltl be applied over below male portion approved equal termite shield. Plates to be anchored to foundation wM a . of a wter•!or fot,endatlon mantles prior to toaekfklirng. Ile dlaxr long anchor bolts @ 6' O.C. and wA P of ends and corners. 9. Drainage to bar as per seettion R403 of N.Y.S. t cod N•• .. r SOUTHOLD 'N.Y '- CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK RIDGE STRAPPING PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD RIDGE STRAPPING FOR 160 O.C. RAFTERS MEMBERS AT GENERAL WIND PROTECTION CONNECTION NOTES ROOF ROOF CONNECTIONWOOD FRAME CONSTRUCTION WITH ALL PITCH SPAN CAPACITY (plf) 16" O,C, UNLESS OTHERWISE NOTED, 12' 644 ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH 342 16' 858 THE FOLLOWING MANUALSi 20' 1073 a). 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION 24' 1287 RAFTER-TO-WALL b). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION 12' 508 TY-DOWN CONNECTIONS COLLAR TIE 0. ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND 16' 678 OTHER STRUCTURES 442 20' 847 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR 24' 1017 WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL BE 28' 1186 IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 32' 1357 RAKE OVERHANG OUTLOOK 12' 392 CONNECTIONS 16' 523 RAFTER 1). RIDGE TO RAFTER ASSEMBLY, 20' 653 SPAN UPLIF1 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. 542 24' 783 12' OC 361 WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d 28' 915 COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED 32' 1045 16' OC 1 481 THE TABULATED NUMBER OF 8d IN THE STEEL STRAP. 36' 1176 HOLDDOWNS WI-ERE REQUIRED 2). RAFTER To WALL ASSEMBLY 120 351 UPLIFT CONNECTIONS FORo RAFTER-TO-WALL, LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR 16' 468 WALL-TO-WALL AND WALL-TO-FOUNDATION TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED. 20' 585 WALL-TO-WALL USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE 642 24' 702 ROOF CONNECTION MIN. 8d NAILS CONNECTIONS CONNECTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING JOISTS 28' 819 SPAN CAPACITY REQUIRED NOTES SPACING 8 16' O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION. 32' 936 1 1 4 WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR 36' 1053 12' 427 lbs. TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE 12' 326 16' 526 lbs. 5 SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. 16' 435 20' 626 lbs. 5 742 20' S44 24' 726 lbs. 6 3). WALL ASSEMBLY TO WALL ASSEMBLY ' 644 WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS. - 2 24' 762 28 826 lbs. 7 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL 1 32' 870 32' 927 tbs. a BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS. 36' 979 36' 770 lbs. 7 1120 O.C. HOLDDOWNS WHERE REQUIRED 4). WALL ASSEMBLY TO FOUNDATION WALL-TO-FOUNDATION FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR HEADER GIRDER CONNECTIONSi CONNECTIONS BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM Mom" Will EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN ROOF HEADER UPLIF LATERALI 1 "7-E MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN SPAN SPAN tbs. lbs. HOLDDOWN ANCHORS REQUIRED ACCORDANCE WITH TABLE 3.3B OF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION 2' 469 254 FOR TYPE I AND TYPE II SHEAR WALLS E31KIJLK MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE 4' 939 504 (6' PANEL EDGE NAILING) STRAPPING WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL 6' 1408 762 HOLDDOWN NOT EXCEED 72' O.C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT. BUILDINGS WITH A 8' 1878 1016 WALL TYPICAL WIND LOAD PATH SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32. O.C. STEEL STRAPS 201 HEIG 10' 2347 1270 HT CAPACITY (tbs.) EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS 12' 2817 1524 8' N.T.S.3375 SHALL BE HOT-DIPPED GALVANIZED COATED. 14' 3286 1778 9' 3800 16' 3756 2032 10' 4225 5). HOLDDOWN� HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES 254 21 620 3.5A-B FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2 4' 1239 504 WINDOW SILLPLATE FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL. A. CONTINUOUS LOAD 6' 1859 762 CONNECTIONS HEADER TRAPPING PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN 28' 8' 2479 1016 SILL CONNECTORS RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE H®LDDOWN SHALL BE 10' 3098 1270 HEADER UPLIF SIZED FOR THE REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE 12' 3718 1524 SPAN tbs. REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. 14' 4338 1778 21 254 1 i ............ 16' 4958 2032 4• 504 HOLDDOWN ANCHORS HOLDDOWN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGS 770 254 "7 1HEADER AND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. 2 4' 1540 504 6' 762 ki ' 762 8' 1016 6 2310 MIN7). WINDOW SILL PLATES, WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. 36' 8' 3081 1016 10' 1270 2x4 WALL SILL PLATE (FLAT)i i-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS UP TO 6'0. 100 3851 1270 12' 1524 2x6 WALL SILL PLATE (FLAT)i 1-PLY FOR OPENINGS UP TO 5111 AND 2-PLY FOIR OPENINGS UP TO 8'9. 12' 4621 1524 14' 1778 14' 5391 1778 7). CATHEDRAL CEILINGSo 16' 1 6161 2032 16' 20321 TYPICAL SHEAR WALL ASSEMBLY WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH MIN. NAIL ;SPACING FOR ROOF SHEATHING w/ ROOF RAFTERS 8 16. OC N.T.S. RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS. LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTrS PANEL EDGES SUPPORTS IN THE PANEL FIELD 8). A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. 4' PERIMET'ER LOCATION NAIL SPACING AT NAIL SPACING AT INTEROMEDIATE USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS EDGE ZONE; 6' D.C. 6' O.C. PANEL EDGES SUPPORTS IN THE PANEL FIELD OTHERWISE NOTED. • 128 O.C. 4' EDGE ZONE 6' O.C. 12' D.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS INTERIOR ZONE 6' O.C. 12. INTERIOR ZONE 6 O.C. O.C. UNLESS OTHERWISE NOTED. GABLE END WALL 4. O.C. 4' O.C. RAKE & RAKE TRUSS USE THE FOLLOWING USP BRAND OR APPROVED EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS. CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY. CATALOGUE OAD CAPACITY MINIMUM CATALOGUE DESCRIPTION LOAD CAPACITY MINIMUM FASTENERS NUMBER DESCRIPTION L FASTNERS NUMBER BOLT TO VERTICAL MEMBERi (2) 3/4x3-1/2 BOLTS RT10 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 585 tbs. RAFTER & STUDi (6) 8d C MON NAILS EACH DATE: ADS5 HOLDDOWN ANCHOR 4000 lbs. BOLT TO SILLi (1) 3/4x5-1/4 ANCHOR BOLTS RAFTER& STUDS (9) IOx 1/2 L ACH F E I N B E RG -RESIDENCE BOLT TO VERTICAL MEMBERS C2) 7/Sx3-1/2 BOLTS RT20 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 1105 lbs. PLATEi (4) 10d COM �C Rcy� HOLDDOWN ANCHOR 5100 tbs. _ PLATES CS) ed S.•. � G R E E N P O�T . . TDX6 BOLT TO SILLo 7/8x6 1/8 ANCHOR BOLTS RT7 RAFTER-TO-TOP PLLATE TY-DOWN ANCHOR 585 tbs. RAFTER AND . . KHST2 STRAP TIE 4220 lbs. (6) 5/8' DIA. BOLTS 50 tbs. RAFTERi (8) 8x1- N !; S O U T H O L D 'NY KHST3 STRAP TIE 6180 tbs. C6) 3/4' DIA. BOLTS RT16 RAFTER-TO-TOP PLLATE TY-DOWN ANCHOR 9 � PLATES 8) 8d CO �� s�' o%• � LSTA18 FLAT STRAP 1055 lbs. (14) 10d COMMON NAILS SPT44 & 661 STUD PLATE TIE 1070 lbs. PLATE AND STUDo (6) 16d 1 CH CHORNO ASSOCIATES LSTA30 FLAT STRAP 1670 tbs. (22) 10d COMMON NAILS SPTH4 b 61 STUD PLATE TIE 1470 lbs. PLATE AND STUD, (12) 1 1-1/2 �. architects. SOUTHOLD, NEW YORK TYPICAL BECK WIND UPLIFT REQUIREMENTS HEADER GIRDER C❑NNECTI❑NS,, USE THE F❑LL❑WING USP BRAND OR APPROVED EQUAL GALVINIZED DECK HEADER UlPLIF META . CONNECTORS WITH THE REC❑MENDED FA":TNERS AND SPAN SPAN floss INSTALLATION BY MANUFACTURE, 6' 1408 PRODUCT DESCRIPTI❑N UPLIF GALV, MINIMUM 8/ 1878 NUMBER lbs. FASTNER REQUIRED 20 10, 2347 4x4 POST (12) 16d C❑M. NAIL PBS44 1815 12 2817 POST CAP BEAM: (12) '16d C❑ M, NAIL 6' 1859 4x4 P❑ST: C8) 16d C❑IM, NAIL 8' 2479 PBSE44 1430 28 END POST CAP BEAM: (8) 16d C❑M, NAIL 101, 3098 BEAM/GIRDER: (2) 5/8" BOLTS 12' 3718 KC44 4x4 COLUMN CA 3265 POST/COLUMN: (2) 5/8" DIA, B❑L S 6' 2310 8' 3081 36 4x4 F❑❑TING/PIER: 5/8"x7" ANCHOR B❑ T 10 2851 PAU44 2240 12' 4621 POST ANCHOR P❑ST/GIRDER= (12) 16d COMMON NAI S CBE44 4x4 3585 WET POST ANCHOR 3d_ C❑LUMN BASE PDST/GIRDER ( 2) 1/2' DIA, BOLT" '. .• UPLIFT C❑NNECTI❑NS FOR, KCB44 4X4 5650 WET POST ANCHOR •e J❑ISTS-T❑-GIRDER HEADER COLUMN BASE PDST/GIRDER: (L) 5/8" DIA, BOLTS / _ DECK C❑NNECTION MIN, 80l NAIL 6x6 P❑ST: (12) 1601 C❑M, NAIL D •: SPAN CAPACITY REQUIRED PBS66 1815 a POST CAP BEAM (12) 16d C❑ M, NAIL ° 12` 427 lbs. 4 PBSE66 1430 6X6 POST: (8) 16d C❑M, NAIL o _ 16 526 lbs. 5 END POST CAP BEAM,, (8) 16d C❑M, NAIL D • 4e t 20' 626 llos, 5 KCC66 5225 6x6 BEAM/GIRDERS(2) 5,/8" BOLTS — — — — — _ — 24' 726 lbs, 6 COLUMN CAP POST/COLUMN: ( 4) 5/8" DIA, B❑L S Elll=III-III III=III III-III III-III III-III III III-III ,,, ,,, !„ „� ,,, ,,, ,,, ,,, ,,, ,�, ,,, ,,, ,,, ,,, 28 826 lbs. 7 32' 927 tbs. 8 6X6 FOOTING/PIER., 5/8"x7" ANCHOR B❑ T TYPICAL DECK PAU66 2350 36 770 lbs. 7 IPOST ANCHOR P❑ST/GIRDER: (12) 16d COMMON NAI S N.T.S. • 6x6 WET POST ANCHOR ' CBE66 3570 • COLUMN BASE P❑ST/GIRDER: (2) 1/2" DIA, BOLT" KCB66 6X6 5640 WET POST ANCHOR COLUMN BASE P❑ST/GIRDER (2) 5/8" DIA, BOLTS o � o - - o . 0 TY-DOWN J❑IST: (6)8cl COMMON NAILS o �o RT10 585 ANCHOR HEADER/GIRDER= (6) 80l COMMON NAI S ALT , RT20 1105 TY-DOWN J❑IST: (9) 10x1 -1/2 NAILS ANCHOR HEADER/GIRDER: (4) l0d COMMON. NAI S INSTALLATI❑ N NOTES, 3 1), ALL POSTS TO BE ANCHORED TO F❑OTING OR PIER W H A '� AN 'K7­ FEINBERG -RESIDENCE oA - i.. e• C,yo REENP.ORT 2), HEADER & GIRDER CONNECTIONS TO BE ATTACHED T❑ �� .� ; GS T MOLD r Ou NY A' 9 3), EACH JOIST TO BE ANCHORED TO 6 � RDER OR HEADER W NO ASSOCIATES SnT�-r Air -o� Tn DC' nTTnrucn Tn pT I T1��t '�nAp T T 'R� � :`� is `o Sig: Y 375c� S'ti.�+ � r