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HomeMy WebLinkAbout37503-Z 'uff0c' - - Town of Southold Annex 2/11/2014 P.O. Box 1179 54375 Main Road p 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 See/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 Mi Jacobi Plumbing & Heat. Au 6 1 ed gnatu TOWN OF SOUTHOLD ~r ~1FF0(,~'''•,t a BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY , BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 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 3113/2014. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $2,652.80 CO - NEW DWELLING $50.00 Total: $2,702.80 Building Inspector pF SOUjyolo Town Hall Annex y Telephone (631) 765-1802 54375 Main Road 411 Fax (631) 765-9502 P.O. Box 1179 o roger. riche rt(aDtown.southoId.ny.us Southold, NY 11971-0959 coum, 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 5 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 dw Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect 2-15 Switches 75 Twist Lock Exit Fixtures 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 ~o,*pf SOpl~ol~ Town Hall Annex Telephone (631) 7654802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 P _ Q Southold, New York 11971-09591 - ~MUN'f1, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: d?~7 /N t Building Permit No. 7 S~© - 77--Owner: rQrlV b er'!F] y\es4eNGP (Please print) Plumber: /`'j v l~ C_ t~A Cd b f 11~ I (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. c Yfumbers Signature) Swom to efore me this dayof~20 N BONNIEJ.DOROSKI Notary Public, State Of New York No. O1D06095328, Suffolk County Term Expires July 7, 20 Notary Public, J County of S of/p, 37E-- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ 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: el 2 I DATE INSPECTOR J 7 c3 oF soury~6 ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION ( IF NDATION 1ST [ ] ROUGH PLBG. ( FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ ] ELECTRICAL (FINAL) REMARKS: cy ~ DATE 47 b INSPECTOR le-'~ soll oll, "'A Nvorrmwos TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO DATION 2ND. [ ] INSULATION [ FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: S DATE ~ INSPECTOR C o3,~OF SOOTyi -3 7 J * a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] F DATIO [ ] INSULATION ~7tr FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: d K Yl DATE ` L A411 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ]FOUNDATION I ST [ OUCH P! [ ] FOUNDATION 2ND [ ] INSULATION l+Q J- C4- [ ] FRAMING/ STRAPPING [ ] FINAL °7J [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR DATE INSPECTOR ,3-75-03 ~~OFSOl TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F ING /STRAPPING [ ]FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( UGH) [ ] ELECTRICAL (FINAL) REMARKS: 14 DATE ° i INSPECTOR vl-t ~d ~ ~o~aoF souryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]FOAMING /STRAPPING [ ]FINAL [ /FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ j FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f~ C O , DATE 3 7 /3 INSPECTOR y~o~~oF sooTyo6 S0 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FODATION 2ND [ ] INSULATION ( FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL )RQUGH) [ ] ELECTRICAL (FINAL) REMARKS! pph~(J f,,~ ~ G s-~ DATE D ~Z /3 INSPECTOR ~~O ~ o~~,OFS0GT7o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE °3 %'~3 INSPECTOR U o~,~,OF 80!/ry_ / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE hg~ l 3 INSPECTOR ~2' ~0~~ OF SW/Jyo(o 50 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] F UNDATION 2N [ INSULATION FRAMING / TRAPPIN [ ]FINAL FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R GH) [ ] ELECTRICAL (FINAL) REMARKS: r DATE 03 9 INSPECTOR aoe Sol/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) f/hELECTRICAL (FINAL) REMARKS: DATE t 1l 3 INSPECTOR 3 ./f~o 3 OF SO4ry06 +;0 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ I ULATION [ ] FRAMING / STRAPPING [V;---FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: col DATE / INSPECTOR G~ ~OF SObly~~ 41 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IN SULATION [ ] FRAMING / STRAPPING [ AI'FINAe [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: U-rA4,~ DATE / `2 INSPECTOR -//"L TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ ] SULA [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRES TY INSP ION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: I LY 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. Th You Mike einberg JAN 1 NA .'i FIELD NREPORT DATE CONMENTS FOUNDATION (1ST) U • D Y FOUNDATION (2ND) . z ` ~1 y ROUGH FRAMING & PLUMING Old" h~ Rl C4 0 2 O INSULATION PERN. Y. j y H STATE ENERGY CODE 917 J ji AA elm FINAL e o /406rribNAL CO NTS Z Cart t'u - 41 t~l 0 2 t P-t C, 13 m S ' f NJ daA c ~ br/ ~r n TOWN OF SOUTHOLD, I ~/j v BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL JUN 2 0 2012 Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans . TEL: (631) 765-1802 BLDG DEPT Planning Board approval FAX: (631) 765-9502 TOWN Or SoHTHOID Survey SoutholdTown.NorthFork.net PERMIT NO. -37S-o3 Check Septic Form C7- N.Y.S.D.E.C. Trustees Q Flood Permit Examined Q ^ , 20 Storm-Water Assessment Form Contact: Approved 9 I 1 , 20 i Mail to: w-, Bi~PP~-~E Phone: ~ -I 33 Expiration 3 13 , 20_Lt , Building Inspector APPLICATION FOR BUILDING PERMIT j~ Date & -,:~-2o 20 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 egulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a core on) 1021 ~Oun .f:D'tc!%e~~~ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder M- GL Vcy r\e I Name of owner of premises 1 \ \ C o R cZ F (N I ~J c2 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: U,;L Ci_UAi T qhl- House Number St t Hamlet County Tax Map No. 1000 Section 21l7 Bloc t La Subdivision Viled Map No. Lot 2. State existing use and occupancy of premises and inte ded use and ccupancy of proposed construc 'on: a. Existing use and occupancy lip,( /~jP wg -r_t b. Intended use and occupancy /UC.w AOvv,<, Wdt, /J!d//toos! Y poolIoCwo,wo-~ 3. Nature of work (check which applicable): New Building Addition _Alteratiota, Repair Removal Demolition Other Work_ (Description) 4. Estimated Cost ?;Ltm j e)cn o 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. e'd 7. Dimensions of existing structures, if any: Front Rear 96200 Depth Height i n ' 351-' Number of Stories a_ 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 fve? Rear I7o Depth 10. Date of Purchase a o/0 Name of Former Owner 11. Zone or use district in which premises are situated 4' ~16 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO-X- 13. Will lot be re-graded? YES_ NO Will excess fill be removed from premises? YES NO_ 14. Names of Owner of premises /tiufc Address Phone No. Name of Architect Address Phone No 76-1;'-- os3 d Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. O b. Is this property within 300 feet of a tidal wetland? * YES NO C * 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. l- 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 OFSU FA31-) PA-\ 4A(- L A C- ~A op/-[5 being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the QC =1J a~-t /n (Contractor, Agent, C orate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of~U F 20 ~~-ATREFKM otary blic NoWy PWA% State of Now York Signature of Applicant No.01PE8130838 Cualified in Suffolk Cout~ Commission Expires July 18, ) James F. King, President 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 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 sing) -family dwelling 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, Presidentd Board of Trustees JFK:Ims BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7889 & 7889C DATE: AUGUST 22, 2012 ISSUED TO: MIKE & ELLEN FEINBERG PROPERTY ADDRESS: 62445 NORTH ROAD, GREENPORT i SCTM# 40-1-6 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Angus t 22. 2012, and in consideration of application fee in the sum of $500.00 paid by Michael Feinbere and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit 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. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Jamr+c F_ King - May guFFOt~ - o~~pl ~ ~~o~~ a KIM" Uf~ Town Hall Annex James F. King, President V, so 4y ? ~R Bob Ghosio, Jr., Vice-President 54375 Main Road ,y)i .r.,~ l0 ti P.O. Box 1179 Dave Bergen 7~C Southold, New York 11971-0959 John. Bredemeyer Telephone (631) 765-1892 Michael J. Domino r Y Fax (631) 766-6641 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, 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, r) Dave Berge Member, Board of Trustees DB/amn ,*0 so~Tyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road ax (631 7 ao roger richertta towI,_ U o .ny.us P.O. Box 1179 G ~O Southold, NY 11971-0959 Dvn1 ~i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ECi~iQ(c«,~ Date: a Company Name: p1 S ~(f~i/l LL Name: . J . r License No.: 7~ E Address: p x ~iS o c o . Phone No.: ( - 6 ( JOBSITE INFORMATION: (*Indicates required information) *Name: - E 6 / *Address: CO,3UYS' A/,027i /LO,n,0 /Lc J'dP - 4OA6W a/if- *Cross Street: ~Fp.~ e 0r- -Co,~ „gp L V 41 It ~sC *Phone No.: 76~r- / 6 1/Permit No.: 3 " 93 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) N,e aj (Please Circle All That Apply) *Is job ready for inspection: YES Rough In Final *Do you need a Temp Certificate: NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re connect Unde round Number of Meters/ Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION PLC- for / dam/? S 82 Inspection Form r 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-Agerd-C mul%M-Conha crOemr (Circla0m) lan"ay MNEIL(a OSferent than Apphlesnq Bruce Anderson - Suffolk Environmental Consulting, Inc. Michael Feinberg Add.": P .O. Box 2003, Bridgehampton, NY. 11932 Add1Si' 62445 North Road, Greenport, NY, 11944 Taiepho.#`631-537-5160 F"':631-537-5291 Telephone C F. s: E - Mall: brute@suffolkenvironmental.com E - Mas: P-Pmb Address: 62445 North Road, Greenport, NY, 11944 Brid Description of Construction Activity, Proposed Structural BMPs, Sot? S.C.T.M. e: lgpp 40 Ot 06 Srebahsation BNPs, Project Scope and/or Sequence of Caestrwtion Activity IProvNe Pdddmd Paaee m rMedm) DINkI a.Clen ab[Y W Nsme of Cantreerorendlm CnM.etP«.onR..pa,e®I.brNryrlermM.eon eraWPPP: See Atta_c_h_ed__D_escription.,__-,_______-__-.,____ Same as Owner Addrew: _ Telephone rk Faaffi E - Mae: Named Persone Responsible for Instdlation a Meintenan. of Erosion Control Precis.: j Same as Owner Address: Telephone e: Fave: E -Mail: Total Area oIAll 51 942 S ( Total Area or lrM Cheering 25,000 s.f. Proleol Porceb: andf. Ground Dlskabonce: Project Duration: (A.06pated) 4 Months °afla.. 9/12 bas: 12/12 tw wsewaewensropal WIII this Project Disturbs five (5) or More Acres at ® F-i Any One Time During the Proposed Developmerd? Yes No If YES: Please MSwer lM Fo41oai,1 _ _ _ _ _ . " _ _ _ _ _ - a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No J. Does the SWPPP Indicate HOW Frequently the Site ® ® List the NAMES or deamhpaon ofall Porntlslly Irnmexxi Wakabaies ang. WeWnds: Inspections will Occur and for What Period of Time? Yes No .Long Island-Sound--------- c. Does the SWPPP Adequately Identify All Temporary and/or Permanent Soil Staballzatkin Measures? YF--n EM es No d. Does the SWPPP Adequately Identify a Complete ® - - Project Phasing Plan 7 Yes was of sn saeted Vfa N dy: (as. TMOt. ma(d) Llmd, knp red.-) e. Does the SW PPP Indicate Additional Site Specific Practices that Will be Utilized W Protect Water Quality? Yes No I. Has the Applicant Submitted a Completed DEC Notice ryes of ynpsetad Waterboo: (eq. Late, Creek, Say. Pond, Sound, Fnahwetrwedmd_) Intent a Town of Southold PPP Acceptance Form for Review by the n None S1'A7'F.OFNF.WYORK, Suffolk COUN'FY OF SS 't'hat I . B.ruce.Anderson. (Na.... dMtlual being duty sworn, deposes and says drat he/she is the applicant for Permit, . (name or lnaNle.l signing oocmnai) And that he/she is the Agent I (Winer, Contractor, Agent, Cmponne oM.r, etc.) Owner and/or representative of the Owner or Ownen, 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 mariner set forth in the application filed herewith. Swom to before me this; ....-....~...........I r`~~-, Notary Public:..... ; . d,t o N - - w Ivans 5gda u a g App anq km~tthPw D6. SWPPP Assessment FORM: R PubhC 0 ew - 9 NO. OIIV605385 Qualified in Suflolk County Commission Expires January 22, 20~~ volt' T.O.S. "SWPPPrr Preparation - Chapter 236 For Department Use Only: Storm Water Pollution Prevention Plan S.C.T.M.#: Property Address: ' Review Checklist Checklist # 1 1000 M~ ...ire .a REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: Plan Sheet (Does Ma SWPPP Adequatel Provide for andfor Indicate the Follow in I YES NO , N.A. Explanation for NO or N.A. Location (pg. 1. Drainage a cur bon, & Stormwak r Ps Des ro contain a wo Inch Re I n ke. + 2 Construcllon Phasing Plan Indicating Sequence of Proposed Construction Activities ,3. General Location Map. ,®'®il~; _ 4 Dralange Site Plan Drawn to Scale at Sixty (60) feet to the Inch or larger Indicating the Folloveng. a. Location and Description of Property Boundaries; b: Site Acreage - - , C. All Exsting, Natural and/or Man Made Features on and within 50 of the Property Boundary, d. Test Hole Data Indicating Soil Characteristics & Depth to Seasonal High Water Table; e. Contours lndicetin Pro...' _ g party Elevations (MIn. 2)' I. Spot Grade & Fmtsh Floor Elevations for Existing arM Proposed Structures; - + - ' - - - - -g. Location of Wooded Areas & Isolated Trees with a Minimum Dimension of 18' Diameter, h. Soil Conservation 5. Background information about the Scope of the Project ' Location & Description of the Site, _ Proposed Changes to the She and All Existing Developmernt on the site Including, the Following. a,, All Improvements In rig _ _ - Total Area of Lan Disturbance & T + - - - - - - - " " - - _ d oral Sile Area. b. All Excavation, Filling, Stripping & Grading Proposed and Identified as to depth, Volume Natureof Materials Involved; C. AIIAeas"Requrnng Clearing and/or Grubbing: d. AN Areas Where Topsoil is to be Removed, Stockpiled and where Topsoil will ultimately - _ - - - - - - " - , e. All Temporary & Permanent Vegetation to be Posted on Site: i." All Temporary & Permanent Storm Water Runoff BMP Control Measures P - + - " - - - - roposed; g. The Anticipated Pattem of Surface Drainage During Periods of Peak Runoff; LD i i_ - _ - - - - h. The Location of all Roads, Driveways, Sidewalks Patios, Structures, Utilities & Omer , - _ _ - Improvements, Induding Temporary Access&Oonsfruolion Staging Areas; t. -The Existing & Final Contours and or Spot Efewdons of the site. - _ " _ - - - - 6. A Schedule of the Sequence for Me Installation of All Planned Soil Erosion, Setlimenletion ' ' - - _ - - - & Stormwater Runoff Control Measures. M 10; r~~-rr 4__4 7._Descnphonof PO_IluUon_Pre_v_e_n_tio_n_Measures. that will be lmpiemanted , J I 1 A Description of the Minimum Erosion & Sediment Control Practices to be Installed and/or Implemented for Each Construction Activity Beat wiA resuk in Soil Disturbance, , 9, _ Descnpbon of ConsWCLOn & Waste materials J)W ed to be Stored OnShe 10. Temporary & Permanent Soil Stabilization Plan that meets the Current Version of the New York State Storm, Water Design Manual Technical Standard. r 11.,_Generel_Sde Plan end COnstruckon Drawings for the Pro)ect_ _..._..._,mi~"~` . 12. Uimensbns, Metarial Spetikcatians 8lnstaltation Datalls for AlErosbn&Sedimerrc Control Practices. 13 Temporary Practices Mat will be Cmvar9sri b Pemhanent control Measures ' m'®' - 14. Imlamentation Schedule for Staging TeTporary Erosion Control PracticeorSMP _ _ 75. Maintenance Schedule to Ensure ConOnuous & Effecave Operation of Erosio66 I r}~n,{~t~ I - - - Sediment ConbolPractices. 'EM: r{y,l.leetr, i 1 76. Names of Potential Surface Waters of the State of New Ya'k endlor MBd that may be Impacted b Dave ment . _Y _fev_._ a I 17. Delineation of Storm Water Control Plan I. piemantabon Respnxnt bllities for Each par of the ,ml ' J , - - ~ Pmjeet Construction Site. . _ 18._All other Existing Data that Describes Storm Water Runoff and/or Natural Drainage Busies p tar In Cont Constructing, Ra Irin , Replacing, Insn and Maintaining the ErosIcn lan & & Sediment Control Prectlces. ' Storm Water Management Control Plan Checklist 9 1 I 03-72 xRey DEC "SWPPP" Preparation - Chapter 236-19 For Department Use Only: Storm Water Pollution Prevention Plan S•C.T.M. N. Property Address: Review Checklist Checklist # 2 1009 (Additional Items to be included with Checldist # 1 when Article III is trigered.) °0"b ° °i""^ B1e REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i , i y Plan Sheet Ooes the SWPPP Ade ustel Provide for and/or Indicate the Followin : ?YES , NO , N.A. i 6rplanation for NO or NA. Must be Approved b SMO Location (pg. d) 1. oes a tan Indicate an a aw a hems Re ulred rst 1 m this Packet + i , -Q.. . , 2. Does the Plan Indicete and/or Show a Description of Each Post-Construction Starmwater ' ' Management practice? ice' il~il~; ~3.DOes the Site PtaNConstructlon Drawing(s)Indidate endlor Stnow line LOcetion&Size of iii®~ . Each Post-Construction Stomlwater Management I'mcice 7 ' ' ' _ - r , 4. Does the Site PIaNConaWdion Drawl ' ' ' t _ _ - ng(s) Indicele entl/ar Show Hydrdogic 8 Hydreutic Anatysls , For All SWctural Components of the Stpmwater Management System for Applicable Storms ? t~ l~ 5. Does Una She PtenlConahuctlon Drawing(s) Indicate andor Provide a Ccmpariaon of Post- , , , - ~ - _ Development Stcrmwater Runoff Conditions vnth PmDevelopment Conditions ? ' r 8. Does the Site Plan/Construction Drawing(s) Indicate and%or Show All Dimensions, Material ' ' - - - - Spe Boations & Installation Details for Each Post-ConsWCion Stormwater Practice 7 7. Does the Site PIanlConetruction Drawing(s) Indicab a Maintanaraa3-5dtedde Providedby ~ i i i - - - - the Contractor(s) to Ensure Continuous & Effective Operation of Each Post-Construction ; - Stormwater Management Practice? i. Does the Slte PteNConstmdbn Drawing(s) indicate andlar Show Maintenerwe Easemems to ' ' ' _ Ensure Access to All Stomrwater Management Practices at the Site for the Purpose of Ins ' + and Re ,r? parJron ;1~,®'®' 9. Doss die She Plen/Constmction Dmwi.. _ - _ - ' , - - - rubs) Indcate and/o Show Inspection and Maintenance Agreemerd(s) that are Binding on AI Suhsequem Landowners 7 ~ 10. For All Adivitlea meeting the Threshold in 236-19(8)(1), the SWPPP shall be Prepared & Signed ( ~ + ' - - - ByaProfessionalinth°Principles and Practices of Stormwater Management&Treatment Who 'ml+ '®"I]~I' Who ShaO Ce that he Desi n Meets the R uiTgT s of Cha ' ' ' In 9 __~__________p?Br n-w , , , , 11. Does the Plan Indicate and%or Identify All Potential Sources of Pollution which may affect Me , , , , Quality of Stortnwate Discharges 7 i l~, _ ppoNng the Delernlnation of Approval vnM RegaM ~ r i ~ _ _ . _ _ _ _ _ _ _ _ 12. Does the Plan Provide Documentation Su to Historic Places or Arched I Resources that Includes the Folkwd None on the site. a. Information whether the stornwater discharge or land development activities would have i i an effect on a property that is listed or eligible for listing or eligible for listing on die ;lam' ® ~ _ _ _ State or National Register q,Hisloric Places _ _ ' ' ' ' _ _ _ b. The Results of Historic Resources Screening Debrminatiws that have been Conducletl; I'm ®i ® i ___________y t , r_____._.__--_______-___.,___.,_____.....-...-. c. Description of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed, i®,~i®, or EII_gible for Listing, on the State or National Register of Historic Places; and _ _ _ _ _ _ _ i ` f ~ _ _ _ _ E. Where Adverse Effects Ma Occur,M Written - y y Ageemenls In Place with the NYS Office of Parks, Recreation and Historic Places (OPRHP) or other Govemmental Agency to ®i I~ i l~ Mitigate Those Effects. i i i , , r__._______.-______________--__.._....-_._._._______..______.___ 13. A Description of the SWI(s) Present at the Silo, Inducting an Identificetion of the , Hydraulic Soil Group. , i ®i 14. Idantifeatlon of My Elemente of the Design drat are no in Confortmance with tine ' ' ' ' Design manual, Including Reasons for the Deviation orAltematlve Design and a Description i ®i® _ of the Eq gic Andy wdh tic A al Standards. , 15. AHydrologic and Hydraulic Analysis far All Structural Components of the ~ r--°----- [L9'®'®' Startnwater Management CorNOI System. ' ' ' ' _....___x w , t._....______..__ 16. ADetalled Summary, with Csluvlafone, orthe Siang Criteria that was UsedroDesign , , , All POS6Coniruction Stommveter Mana ement Practices. il~il~i®~ ____________________________________________..._-....__y ~ ~ r_ W. An Operatlonaand Maintenance Plan that Includes Inspection and Maintenance , Schedules and Action to Ensure Continuous and Effective Opeation of Each i Post-ConsWCtion Sbrtn Water man ement Practice. ' ' 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 (leinolislr the existing barn at 621.15 North Road and construct it new single lrumily dwelling and related residential appurtenances. In order to obtain a Building Pennil from the Town ol'Southold, compliance with § 236 ol'the Southold 't'own Code is required. This SWPPP complies with the performance standards set forth rm § 236-13 of the Southold Town Code. The "t'own's Stornrwater Code requires that site erosion, sedimentation and stonnwalcr ruuoll' control measures be appropriate for existing lopograplhy, vegetation and other salient natural leature of the site. This SWPPP is intended to minimize grading and cut and fill operations, ensure general comlrnmity with natural topography, and retain natural vegetation and trees to the maxinmm extent practicable in order to create the least erosion potential and handle adequately the volume and rate or velocity of surface water runoll. No slonnwater will be diverted to another property, or onto the Not-Ili Road (CR - 18), either during site preparation or alter development. §236 of the Town Code establishes perlornra nce controls that are satisfied in this SWPPP. They include 1. The appropriate control of erosion, sedimentation and stonnwalcr runofl'prior lo, during and a llcr 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; 1. The substantial preservation of natural drainage patterns by site design; and 5. Careful site preparation, including liming of the stripping ol'vegetative cover and grading, so that no individual building site is stripped ol'its vegetation cover more than 30 days prior to commencement ol'construction through implementation ol'a reasonable schedule to mrimimrize the a niount of lime for site clearing, construction and restoration. Section 2: Project Description Applicant proposes to redevelop subject prolmly in a residential fashion. 4236-10 requires that a Drainage Control Permit be obtained because proposed grading or stripping of the parcel in excess of 1000 square feet is proposed. In order to obtain a Dna na ge Control Permit compliance with the standards set forth in 4236-13 is required. Included in this Storm Water Pollution Prevention Plan is a Silt' Lrnsion/Sedimen/aliun and ,5;Iwm Water (b)mro/PGw prepared by Joscph Fischelli, P.F. dated July 26 2012. The allached Site Erosion, Sedimentation and Storm Water Control Plan cuntauns dic following stnicturd and non-structural erosion, sedimentation and storm water controls: ? Haybale and sill fence details, deployment and specifications, •3 Topsoil Staging ? Trench Draining with structural storm water control ? Dp,wclls tin storm water control for all impervious surfaces Section 3: Contact Information 3.1 Owner: Michael Feinberg 3.8 Contractor: To be determined 3.3 Responsibilities of the Owner Owner shall be responsible for Ibe following: 1. Maintaining compliance with the applicable sections of this SWPPP including installation of erosion and sediment controls and maintain erosion and sediment control Best Managtimenl Practices (BMPs) in all areas of the site under its day-to-clay control. 2. M;tintain the clciuiliness of the street (CR t8) from construction related debris and sedimentation and implement storm drain inlet protection BMPs throughout the construction process. 3. bcspect and replace storm drain inlet protection BMPs as necessary. 1. Provide for adequate filler control. Control of construction chemicals and debris. 5. Provide for temporar}, erosion control as needed. (i. Suitably stabilize soils alicr construction by establishing permanent vegetative cover. The ( )vucr shall not cause the sloring of erodible or lhwaudous materials on the roadway. Section 4: Description of Soils Present at Site Soils found on the sullied parcels consist of the following: Bc Beaches, 0 to 3 percent slopes (2.0% ± of lot area) Es Escarpments, (I LOV) of lot area) Mill Montauk line study loam, 3 to 8 percent slopes (86. K of lot area) "Ehe main soil lypc found al flue project site is Montauk line sandy loam. It is it very deep, gently sloping, well-drauned soil which exists mainly on the lops of hills and in upland areas. It is a stony soil, with many rocks and boulders from 10 inches to 36 inches in diameter. The surlacc layer is moderately to rapidly permcable, while the substrata are moderately to slowly permeable. Montauk line sandy loam is it member of Hydrologic Group C, which denotes that the soil has it moderately high runofl'potential when thoroughly wet and that water trill] smission through the soil is somewhat restricted. Furthermore, New York Stale has classified Montauk line sandy loans as a "most limited" Storm Water Management soil. This uucans that storm water management practices put in place on (lie property will be limited by the poor infiltration rates of the sill) surface soil strata. ,i. d{; 9!E? Y t. vN F. Montauk line sandy loam has been given it K-Erosion Factor by the 11S Department of Agriculture, Natural Resources Conservation Service (soil Conservation Service). The K-Erosion Factor indicates the susceptibility of a soil to shed and rill erosion by water. Factor K is one of six factors used in [lie hi versal soil Loss Equation (I ISLE) and the Revised I lniversal soil Loss Equation (RI ISLE) to predict the average annual rage of soil loss by slice( 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 conducliviq, (Ksa0. Values of K range from 0.02 to 0.69. Other Factors being equal, (lie higher the value, the more susceptible the soil is to sheet and rill erosion by water. Montauk Fiuc Sandy I,oanl has been given a K - Erosion factor of 0.20, placing it on the lower end of the erosion spectrum, and as such, the dominant soil t33re on lire relevant area is not highly erodible. Furthermore, each of the soil types have been assigned a T Factor by the I IS Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). The T factor is an estimate of dire maxinmm average annual rate of soil erosion by wind and/or water Ihal can occur without affecting crop productivity over a sustained period. This rate is in tons per acre per year. 'I'lic T factor for the onsite soils arc as follows: 13caches, 0 to 3 percent slopes = 5 Ions per acre per year Escarpments, N/A Montauk line sandy loam, 3 to 8 percent slopes - 3 tons pcr year The importance of the T Factor is to show the potential damage to the on-site ccosyslcm through soil loss dire to erosion. T vaducs range Froni just over 0, to 5. The 'r values provided by the PSGS show that erosion on the site is not a pressing concern, because each soil lyre can withstand a large amount of soil loss (file (o erosion, and still maintain a productive ecosystem. Even though the T Factors indicate dial soil erosion is not a pressing concern for the on-site soils; This SWPPP seeks to minimize soil disturbance and soil loss, while applying best management practices (limps) including stockpiling of lop soil, denaporauy soil stabilization, and seeding of all disturbed areas. Each of the soil Opts present on the property is also placed into a wind crodibility group by die I IS Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). A wind crodibility group (WEG) consists of soils that have similar properties affecting their susceptibility to wind erosion in cultivated areas. The soils assigned to group I arc the uaosl susceptible to wind erosion, and those assigned to group 8 arc the least susceptible In this case, the classification into a wind crodibility group is without import as the proposed rise is for a single family residence, with no area bring 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 ol'siltation fencing / staked haybalcs along landward side of wetlands houndw . •3 Delineate / stabilize constnaction access. Commence Site clearing and grubbing Demolition Phase II: •S Commence demolition / removal of existing barn Demolition Phase III: •S Rc-vegetate area of origim d barn (now removed) with native plantings ? Re-install / rc-locate perimeter line of siltation fencing / staked haybides as required •8 Commence site grading ? Establish topsoil stockpile and ret<un with siltation fencing. Construction Phase 1: ? Implement construction staging m d materials storage. Install lcmporcrl' sani4u-N' lacilitics and dumpstcr'(s). ? Preparc for installation of utilities and/or water service. Construction Phase II: ? Commence construction of proposed dwelling and appurtenances (i.e., swimming pool). Construet]OIl Phase III: ? Continue construction of proposed dwelling and appurtenances (i.c sNrimming pool, decking) Construction Phase V: Install leaders, gutters and dowells for roof-nnoll. Construction Phasc NT ? Install drivcwa}' (with stncclural runoff controls) ? Connucnce grading and seeding. Construction Phase VII ? Clean drywell at entrance as required o• Final sccdiug and/or landscaping ? Remove siltation fencing/ slaked haybales line once ground is stabilized. Section 6: Implementation of Minimum Erosion and Sedimentation Control Practices 6. l Schedule of initial placement or implementation of erosion and sediment control practices i Ipon the issuance of a Building Permit, the owner will use the existing drireway as construction access to the properly. After the siltation fencing and the hay bales have been installed, the demolition will couurncuce. Prior to the start of construction on the newv dwelling, the site will he rc-graded, and a topsoil stockpile will be created surrounded by siltation Iencing. The contractor will then conmience his construction of the proposed dwelling and its appurtenances, such as the deck and swimming pool. Alter the residence is built, the driVeway with accompanying drum will he installed, All excess concrete and other construction materials will be renxwed 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 Ile eslablislumenl of full vegetated germination in the construction area. Disturbed areas are anticipated to be fully stabilized by the fall of 2013. In the cN ent that disturbed areas are not fully stabilized, (lie erosion control BMPs sliall remain in place until the following spring. Section 7: Erosion and Sedimentation Plan Tlic Site Erosion / Sedimentation and Storm Water Control Plan prepared by]oseplt Fischetti, P.E. and attached hereto at Appendix A. This SWPPP envisions the implementation of these temporu}, sediment control measures consistent with the standards contained in the 4236 of the Town Code In essence, disturbance over the land is minimized and any sediment laden stonmvater would lie controlled by strategic placement of haybales and silt fences. North Road CR -fR would be similarly protected dining construction. Completion of the construction aid [till stabilization of disturbed lauds. The permanent solution is a structural upgrade for the site and a benclit to the town. Section 8: Site Map SUBJECT ROPERTY c SUBJECT PROPERTY a° r 5»n sm,~c*. , fir me sU+mn `P 7 L~ as 9t Per's Section 9: Maintenance Inspection Schedule ,I'he proposed residential structure is to be owucr occupied. The owner is responsible for the implementation of this S\N'PPP. As such, maintenance and inspection will be continuous wid ongoing throughout the construction process up to lull vegetative stabilization of disturbed soils. Thercafler, the owner will insure that the structural runoll' controls are maintained in good working order. Section 10: Pollution Prevention Measures 10.1 Litter Control and Control of Construction Debris All lifter and waste materials will be collected and disposed into a dunfpsler. onh, trash and construction debris will be disposed of into the dunupster. The dumpslcr will remain covered to prevent wind born dispersal of deposited materials. Once filled to capacriN,, the dumpslcr will be removed and replaced by a private carter. Wade concrete will be collected and removed from site b)' a private contractor upon completing the construction of the building foundation. Materials such as wood pallets and cardboard will be collected and recycled. 10.1 Control of Construction Chemicals Waste materials including pctrolcum products, paints, solvents, and used oil fillers 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 liaz.ardous materials. Appel A: SWPPP Checklist prepared by Suffolk F.nvironinental Consulting, Inc. Lip 'nx B Site Erosion / Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti on May 25, 2012. SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS S v HIGHWAY WORK PERMIT PERMIT# r 48-298 --1 TYPE rFU J CR# CR 481, DATE ISSUED 6/512013 J TAX MAP I 1000-4401-06 j REVIEW FEE $200 00 1 DATE PAID - MAINT SEC DATE PAID PROJECT NAME SECURITY $2 000 00 J DATE PAID ! '77 L-T , PERMIT FEE $100 00 DATE PAID ~f7 MEDIAN ADOPTEE'S [NS EXPIRES: -I 1-- 7 BOND # CERTIFIED CHECK #7 /vG-b LETTER OF CREDIT # e~ /f IMPACT FEE: DATE PAID PERMITTEE iFeinberg c/o Patricia C.. Moore RETURN SECURITY TO THE ADDRESS 151020 Main Rd FOLLOWING (IF DIFFERENT) I Southold,NY 11971 ~ j PHONE # 1(631) 765-4330__ PURSUANT TO THE PROVISIONS OF SECTION 136, ,ART. 6, OF THE NEW YORK STATE HIGHWAY LAW, PERMISSION 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 from entering the County's system. The applicant and/or their contractor will be responsible for cleaning any basins in the County right-of-way if evidence of construction debris is observed. Prior to the start of any work, the stamped permit plan 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 Danzig at 852-4788 a minimum of 48 hrs. prior to start of work. On CR 48, North Rd., 1,500 ft. east of Chapel Lane in the hamlet of Greenport, Now R9. IN THE HAMLET/ VILLAGE OF: IGreenport INTHE TOWN OF• (rSouthold AS SET FORTH AND REPRESENTED ON THE ATTACHED PLANS, TYPICAL SECTIONS AND PURSUANT TO THIS DEPARTMENT'S GENERAL SPECIFICATIONS The zoning and subsequent use of this property is under the authority of the town in which this development is located. Thereby, the issuance of this "Highway Work Permit" should not be construed as an approval by this Department for this development and/or associated land use. DATE SIGNED: REVIEWED BY GH,RERT AND 9Ny, .E. PERMITS ENGINEER: COMGiyNER PUBLIC ORKS (Initial) BY: BY: A (Pero ittee) William fill nan, P.E. Chief Engineer UPON COMPLETION OF WORK AUTHORIZED BY THIS PERMIT, PLEASE COMPLETE THE FOLLOWING AND RETURN TO THIS DEPARTMENT WORK AUTHOR17ED BY THIS PERMIT HAS BEEN COMPLETED, REFUND OF DEPOSIT/ BOND IS REQUESTED. - DATE~ SIGNATURE OF PERMITTEE/ AGENT IDO NOT WRITE BELOW THIS LWE ALL WORK. AUTHORIZED BY THIS PERMIT IS: COMPLETED, REFUND DEPOSIT/ BOND DATE: PERMITS INSPECTOR! T N OF SOUTHOLD PROPERTY RECORD CARD , OWNER STREET 1 'f 1 VILLAGE DISTRICT SUB. LOT FORMER OWNER N E ACREAGE rVC 1~ I` l W AKat-_~ d ~f S TYPE OF BUILDING f 20;~ ~nm\ RES. SEAS. VL. FARM COMM. IND. CB. ISC. ~Z LAND IMP. TOTAL DATE REMARKS 9 a .e ~ l g S~oz 000. /L1 i, 4 i Do o / 4 y V?A~N~~'~WF /o SufQl'PFNgNi 3'7 9 r'y~ 30cv Zq-o o %%G fr,~ `~/a1 9a- ~P ogo - R~ e - - Ci 3 o J o ~~a7 3 a17 - cep v _~8u rv.c t~ 4-2-c o '700 vv /311 / o~ SP4 3366r Ickes U441- aoSbB' I TOn 7 60 :f ®O . e~/ ~~~0 2 f b to 1 L L ° 2 L z AGE BUILDING CONDITION 11 q -L1Z(~/~~ (02~~ S ( '(j 119q S~r NEW NORMAL BELOW ABOVE 1 D Form Acre Value Per Acre Value Tillable I Tillable 2} p Tillable, 3 Woodland Swampland _Brushland r House Plot s Totr}y ~ye? 00~ i f F - - - - - - - - - - - - f r... 40. 1-6 I1/07 x M. Bldg. y X Foundation d s T- Both G?D Extension Basement ~D Floors _ Extension Ext. Walls Interior Finish ®~yyL Extension Fire Place Heat o v~ n y i. Porch Attic $ U h° o (';f f o b~yv Porch Rooms 1st Floor Breezeway Pe#ie °'t~ /G ) 1 Rooms 2nd Floor - o C. c• A , e o7 Oo Driveway O. B. r Ro®5 g~ loo lZa~ ®~RZ w ~ c le rao r ~A~V Date File # TOWN OF SOUTHO D COMPLAINT REFERRAL FORM ~feQ It~ a Location of Complaint: a4 S M# Property Owner. ,e l n p Phon-e Address: 0 clxz NATURE OF COMPLAINT: ~ 1 Ind i 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: 6, P. # 3 7Sv3 G q BUILDING PERMIT EXAMINER CHECKLIST {Date Submitted: 6p `n-~ °LDate Reviewed: Applicant: //0/0"0-"1-0- Owner: ArchitecbiEngiaeei - Estimated Cost: 0,0 SCTM# 1000 _ LT d - - 6 . / Subdivision: Zone: Conforming? yE~ Property Address: )City: Pre COs? ~FS Building Permits (Open/Expired): BP - -Z / C/O Z- - , Info: - BP -z / C/0 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: STORM W/i, R; RU N a,F;F K REQ. Lot Size: *0-) 000 ACT. Lot Size: S1) q f- ;Z' REQ. Lot Cov. o1070ACT: Lot Cov. 0{C REQ. Front 5o ACT. Front O RLQ Side /S ACT. Side o10 REQ. Rear 5o PROP. Rear REQ. Height. 1 ACT. Height K Q REQ.~BOTH y SIDES Ar ACT 49 P oject Descript U. B,I D-P w 3 Waa i 1, Waterfront? or ? If yes, water body: L Z s Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED PLE~A// v s SIGNED, SEiiLED~SURVEY OR SITE P! AN OK Suffolk County Health: Yr N - If yes, *Bed#: 7 *Date: It /S/ /O *Permit#: RI0- /0-191' `tTown Septic Y- N 9&V4k 1- I'I-- 15L, - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC911/75 Y O l./ Date: Permit or NJ Letter - Notes: Southold Trustees: Y orv- Date: L11711-2- Permit Let - Notes: Southold ZBA: Y oreN Date: Permit - Notes: Southold Planning: Y ors- Date: Permit - Notes: Town Landmark C of A: Y o NN TE: *NYS CODE compliance (page 2): Y or N CONTRACTOR 0ctN5E ISAgILITY LI4BILjTY=WO1(k^1EN5 COMPEIVS4TIOM_ Notes: , Fee Structure: Calculation: / Foundation: a r 3 SF 6 13 X $ ,`fo=$ First Floor: a 5~0 SF + Initial Fee: $ 01-0 0 , 00 Second Floor: fe-SF + Additional Fee $ Other: SF SF X $ , Total: c -3X SF + Initial Fee: $ C of o FEES oP + Additional Fee : $ AS BUILT FEE '-8- TOTAL:$ 0-(OIS SO NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 20_ Wind Speed: 120MPH _ Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 lee Shield Underlay: YES_ Flood Haeaeds: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: YIN GIRDERS; YIN CEILING JOISTS: YIN FLOOR JOISTS: YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N LATENT 4/o: YIN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM Y1 LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN. YIN CERTIFICATION: Y/N ENERGY CALCS&N (RESCHECK) 2-0/0 TOTAL COMPLIANCE? Y/N (RETURN TO PAGE ONE) PrQerty Date: 8!16/2012 Scale: 1~ Drawn by. TFL Situate: 62445 North Road, Gr~enport, NY, Comments: Adapted from the Survey of subject Property, as prepared by 1044 Peconic Surveyors RC. on August 1 2012 SUFFOLK ENVIRONMENTAL CONSULTING, INC. Jamph Fschetti, 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 4 ti ryo1 ~ O i .06 J / y / SUM a \ V 1 o~ "F AM .RAIN RUNOFF CALCLLATIONS gpELID,t d.11/1rs+ HOUSE 17'91 W wu~ ~~c Moms 3- CRYVELLS M to 4.r 01W ~i~ tj~ pub"` C? ~ SEPTIC SYSTEM (4 BEDROOMS) 1- 1000 GAL. PRECAST SEPTC TANK 1- EXIBTW' DEEP LEACHNG POOL ) O,, STREET ADDRESS- 62445 NORTH ROAD SCDHS Ref.# R10-10-0044 I SUFFOLK DEPARTMENT OF HEALTH PER uT FOR APPROVAL OF COSTRc-roN FORA i'SiNGLE AM1LYRE ID=NcE AND SURVEY OF PROPERTY NEAR GREENPORT EF.^ TOWN OF SOUTHOLD l,DDvz VED • SUFFOLK COUNTY, N. Y. / 1000-40-01-06 ac.,M s o I a h,AXI% ROOMS—' / SCALE.' 1 -40, ~S T1 PJE 0... APPROVAL 6 I ~ ^ 7' 2 7 ~ pA . _ . DEC 23, 2002 %K aF OW Jaq. 23, 24'a3 (r.vl5; » ) 1;2 Revised Plan Approved O I Sept. 2003 (ceation) 10 1 , ~x OCPT.26, ZOIO (REV,' IONS) Gl;o Expires JUNE 29, 2011 !proposed hseJ JULY) 2011. 104711onsl / Mae1D JULY 12 2011 (REVISIO, ssuRS~ AUGAUG.. I22S', 2011 (POOL STXS'l 2o1/4evislon) AUG. 23, 2011 (re v;'s/onl OCT. 27 foil61*S).. I •(~t® MARCH ~2 2012 (pool forms) W~ MAY 25 2012 (PROP HOUSEI ~wd~ ?uLY 2f 20I (revlslonr) 25'--~~i. ~•l two AUG. I, 1012-(HSE SEPT i Ilk O NOTE by ow at Lop~PPa WateiRe(s) MUST Be Inspected By The Suffolk County Dept. Of Health Services. NUS l/er, t oL&~~/c ~r s Call 852-5700, 48 Hours in Advance, L_ A, To Schedule Inspection(s). OF / IS 0 pa ,Cti r:f RAIN RUNOFF CAL CULATIQNSj HOUSE - 3125v:an.x I . , ~ l r . x In" every. - - ~ PRO'JOE 3- DRYWE_I LS By r nt-svr Y SEPTIC SYSTEM (4 BEDROOMS) .p l- /000 GAL. PRECAST SEPTC TANK ~-V 8'0 X l2' DEEP LEACHING POOL O EXISTING J S kA, TANG 61 15"11 13 6' 153• 15.6• DECK Q 3 T" STEPS PLAY "S" TO r \ AFPAIMD / EL 3 • / ~ , 40 BEACH STAIRS EL (NO SCALE) / / X0.0 E7OSTW MADE E1l7RA~D ,,1 - TOP OF BAN( COATAL AZAM EROSION 561 LOW Ar4 R CIT- IL Apia) DECK STAIR PL r (NO SCAL AN ~0~2'F M 'rL0 lv• 0p EL 3S ' . Sy6 go { CCASTAL EROSION HAZARD LINE FROM 03 COASTAL EROSION HAZARD AREA MAP Photo 53-591-83 j CERTIFIED TO, P ? 3 - LATH STK MICHAEL FEINBERG SHrD TO BE REMOVED NOT SHOWN HFKEON ELLEN H. FEINBERG { FIDELITY NATIONAL TITLE INSURANCE COMPANY i I am familiar with the STANDARDS FOR APPROVAL y AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by.the conditions set forth therein and on the 00 1z W~ permit to construct. v REA=51,94 , % The location of wells and cesspools shown hereon are PQ TO 77E from field observations and or from data obtained from others. n = CIA ANY ALTERAT70N OR ADDI71ON TO THIS SURVEY 1S A KOLA77ON o OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. o EXCEPT AS PER SECTION 7209-SUBDIW90N 2 ALL CERTIFICATIONS CD HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF B CS J C3 / S 49618 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. A- CONIC 3 EYORS, -A-C. - Contour lines are referenced to the Five Eastern Towns 1) 765-5020 FAX (631) 765-1797 Topographic Maps (N.G.V.D.) . BOX 909 ¦ =MONUMENT • 1230 TRAVELER STREET[, SOUTHOLD, IVY 11971 2-354 STREET ADDRESS: 62445 NORTH ROAD SCDHS Ref.# RIO-10-0044 y~ 5 SURVEY OF PROPERTY NEAR GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NY, 1000-40-01-06 SCALE.• 1'=40' / DEC. 23, 2002 S cf~ / Of -23, '6,cv3~rav-:... ps i /Top F, -L %3 Sept. 24, 2010 (certification) / / . OCT. 26, 2010 (REV,,31ONS) JUNE 29, 2011 (proposed Me.) / / ~6+ JULY 1, 2011 (addlllons) / xODO / JULY 12 2011 (REVISIO, sraRS AUG. 2011 ( POOL STKS) /Cb p~ AUG. 22, 2011 ire vision) yi ( ~O o~ s ,~\0 t AUG. 23, 20il (rev;'sion) OCT. 27 201 (stairs; I f~ / ro \k•s~ PS~t~ MARCH ~2, 2012 (pool forms) 2 l / ~o 5~~,D MAY 2$ 2012 (PROP HOUSE( JULY 27 201 (revlsfons) lk% 25'-- ~tp l / 10~ ~~•';AUG. 1, )2012-(HSE. SEPT. -OCT, 22, 2012 (foundaIto 4- <'4, 0 43SF 0 0 !L M y7' , aOdO 0 0.40. ,RAIN RUNOFF CALCULATIONS c //aE \ - C]2 I \ &.A,i¢ \ HOUSE - 3125 sq;p. Gy 31-03 w 1 OJ7 . 331 4%f/. 33//48-0 1. 6 tF PROVIDE 3- ORYWELLS 6'I • 'LT DEEP -0 < \ ~•y;\ 5'`'' ~ 7 / SEPTIC SYSTEM (4 BEDROOMS) O P \ u, \ \ 1000 GAL. PRECAST SEPTC TANK w 8'0 x 12' ( EXIST/NGDEEP LEACHING POOL Off, E)rsl-" C 13T B'e' - 13 G 153' 1316' DECK \ ~ o and STEPS s PLA T OfWS A) r &L 3 \ I SE I(EPAPED \ I ~ ¢3 I BEACH STAIRS ¢ z ~zrm ir• I \ - . MO SCALE) - - TIN To \ ) X0.0 &AM EMTM GRADE SE nEw ACm v v / 9 COA Tf EROscw 0 .23 HAZARD LWEE° gr a I u1 / f~?y~i 02 5 \ I 9 Are) . DECK STAIR PLAN p~S - aE~ 0 ~Cj. (NO SCALE) a ~'Z g6~ g0A 5t EL 3-~ COASTAL EROSION HAZARD LINE FROM S COASTAL EROSION HAZARD AREA MAP ti ti P01 v PF hoto 53-591-83 u D CERTIFIED TOr P s 3 . - LATH Srz 9. MICHAEL FEINBERG y~ sNTD TO BE r+E+a~D NOT SHOWN NErrECw ELLEN H. FEINBERG i FIDELITY NATIONAL TITLE INSU NC COO PAN BLDG DEPT. I am fomiliar with the STANDARDS FOR APPROVAL _ TN nFSOT IHa)Lo AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by.the conditions set forth therein and on the permit to construct. AREA=51,9421 The location of wells and cesspools shown hereon are TO TIE L E \ from field observations and or from data obtained from others. f , ~ t ANY ALTERATION OR ADD1770M TO THIS SURVEY IS A NOLA77ON OF SEC7ION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. H EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERAFlCAnONS /yam HEREON ARE VALJO FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ALY.S 216. O. •49618 i WHOSE .SIGNATURE APPEARS HEREON. ECONIC 3 Contour lines are referenced to the Five Eastern Towns (631) 765-5020 N(639)f765-1797 Topographic Maps (N.G.V.D.) P. 0. BOX 909 ¦ =MONUMENT • 1230 TRAVELER STREET SOU THOLD, N. Y. 11971 1014, 354 STREET ADDRESS: 62445 NORTH ROAD SCDHS. REF.# R10-10-0044 god SURVEY OF PROPERTY NEAR GREENPORT 1ryo~ti TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. ti0~4 1000-40-01-06 SCALE.• 1'=40' JUNE 10, 2013 (FINAL) 0 ~Ic e? 00'~ OF BAN" 0. 80, Z / N ~ no O` Z ssr~ J~` # 05E Z p ~t max, ~ , Z ~ 0oetifP~ O urs I 336 `T rn b. Og'u. 05 X61 ~z Gam' ~y ~ ~0 r e c w 2&5 ~ G ~ 209 s"a=r'OL7C JUh'T(i7Er^ARTM_FV7 APPROVAL S SIN OFCONSTRUCTS ~ J~ S` RVICES i AMILY R;:'czn D A `~R \ q~~ day 0 a .,4 Apo( I N "eu b suot,7y f - s Ii been N AL ! tJM nh °n(j found to Walter i ;iic; - _ OfFirp of "AJ, i P.E., l;}IIe AREA=51,94 2 S F. '°ment1 03f.' TO 77E LINE COASTAL EROSION HAZARD LINE FROM .W COASTAL EROSION HAZARD AREA MAP pct 6~,2S29 PHOTO 53-591-83 MEN` 9,l 6 46) I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES / R~ and will abide by the conditions set forth therein and on the ~SOF Y permit to construct. The location of wells and cesspools shown hereon are ~Gt c ~A DEC 2 2013 ik, from field observations and or from data obtained from others. z SUFF. CO. HEA H SERVICES ANY ALTERA77ON OR ADDITION -TO THIS SURVEY IS A VIOLATION OFFICE OF WAS WATER MGT. OF SECTION 7209 OF THE NEW YORK STATE EDUCAI70N LAW. J ~n EXCEPT AS PER SECT70N 7209-SUBDIOSION 2 ALL CERTIFICAPONS r J HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF F_ , N.Y.S. LIC. NO. 49618 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVE ! PEC YOBS, P. C. WHOSE SIGNATURE APPEARS HEREON. 765- Contour lines are referenced to the Five Eastern Towns (631) 20 FAX (631) 765-1797 Topographic Maps P.O. BOX X 909 909 ¦MONUMENT SOUTHOLD, N. R S 97ET [02-354 Y. 1 i i CAJ/' REScheck Software Version 44) Compliance Certificate Project Title: Feinberg Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 8% Healing Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: North Road - Greenport Southold, NY 11944 Compliance: 32.3%Bettar Than Code Maximum UA: 1093 Your UA 740 The %Ba m W. Then Coda Fxfex mllecb how rJOae w mmxiw the house , based m mole wde oe mbe. 4Q0ES NOT pr .meWu ofanapy use xm rekWe W a minhnumcode home. Gross Cavity Cont. Glazing U A Assembly Area or R-Vali-10 R-Value • Do Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 2600 30.0 0.0 91 Wall 1: Wood Frame, 16' o.a 7614 23.0 0.0 384 Window 1: Vinyl Fmme:Double Pane with Low-E 396 0.320 127 Door 1: Solid 15 0.3D0 5 Door 2: Glass 223 0.320 71 Floor 1: All-Wood Joist/Tnrss: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. -4AJG15G /S. (/HQ)Q 0 /D 7- Name - Title ignat a Date c i ED Ap 01 (P . ya ~r 9T 079 50 y0 ~0F NEV Project Title: Feinberg Residence Report date: 10/07111 Data filename: Untifled.rck Page 1 of 1 Town of Southold P.O Box 1179 Southold, NY 11971 ***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 a1OHMOS Jo NTA LAO 9019 z~oa a Z UP Q -13 33 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 ***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 REScheck Software Version 4.4.4 Compliance Certificate Project Title: Feinberg Residence ,i Energy Code: 2010 New York Energy Conservation Location: Suffolk County. New York ~13 Construction Type: Single Family I AUG Protect Type: New Construction Conditioned Floor Area: 2,600 ft2 Glazing Area Percentage: 8`b Cz L- CPT. Heating Degree Days: 5750 Tmr iT;;OLD Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor. North Road - Greenport Southold, NY 11944 Compliance: Passes using UA trade-off Compliance: 28.3% Better Than Code Maximum UA: 1093 Your ILIA: 784 The aWass Tier COOS 4rtle. nbrJS liverdoebmnpWmthe halekEaeOmm4 CeOeae rulm. It DOES ES NOT PreriOe en aWrreb of anegy ub or®t relslhe b a Mrinummtle hwre. Envelope Assemblies Gross Glazing Assembly Area or av ty Cont. or Door UA Ceiling 1: Flat Ceiling or Sassor Trusts 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 CompNanoa Statement The proposed building design described here is comsistent 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 mnply with the mandatory requi nuenls listed in the REST ck Inspection Checidist Name - the ~ / Date PC) ~rEcr C' ~No 9 019150 .~p~ TF'•. v~ OE ~iz Project Title: Feinberg Residence Report date: 07/22/13 Data filename: CADocuments and Settings\A gel B. Chornaft DowmentAREScheckWeinberg Residence.rck 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'CommenL4Assumptions' 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 Vartlred Field Veriflad York PreanspectioNPlan Review VaWs fatue Complies? Comments/Assumptions Energy 1032 ConshKbon drawings and ?Complies tPR11' documentation suRidently ?Does Not Comply demonstrates energy code ?Not Observable compliance for the building envelope. ?Not Applicable 103.2, Construction drawings and - ?Complies 403.7 documentation sufficiently ?Does Not Comply iPR311 demonstrates energy aide ?Not Observable compliance for fighting and ?Not Applicable mechanical systems. Systems serving multiple dwelling units must demonstrate compliance with the commercial code. 40%5 Heating and coding equipment is Healing: Healing: ?Complies sand par ACCA Manual S based on Bhrlhr_ Bkdhr ?Does Not Comply bads per ACCA Manual J or other Cooling: Coding: ?Not Observable approved methods. BhAr Btuft ?Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Ter 2) 3 Low impact (Tier 3) Project Title: Feinberg Residence Report date: 07/22113 Data filename: C:1Doctmtents and Settings%Angel B. ChomoWly DoatmentslREScheckWeinberg Residence.rck Page 2 of 6 2010 New York Foundation Inspection Compliss4 Comments/Assumptions Energy 903!#.1. Exposed foundation insulation ?complies jFOIff prolochon. ?Does Not Comply ?Not Observable ?Not Applicable 403A Snow malt controls. ?Cornpiies jFOt2jY ?Doss Not Comply . ?Not Observable ?Not Applicable Additional Commwnts/AssunWtions: 1 High impact (Tier 1) 2 Medium impact (Tax 2) 3 11-owl mpact (Trer 3) Project Title: Feinberg Residence Report date: 07/22/13 Data filename: C:1Documents and SetfingsVbngal B. ChonloWy Documents%RESchecMFeinberg Residence.rck Page 3 of 6 2010 New plans verified Field Verified York Framing / RougMn Inspection Value d V Value Complies? Cmmments/Assumptio is Energy 402.4.4 Fenestration that is not site built is []Complies [FR2011 listed and labeled as meeting []Does Not Comply AAMANVDMAICSA 1018.S2/A440 or []Not Observable has infiltration rates par NFRC 400 []Not Applicable that do not exceed code limits. 408" :IC-rated recessed lighting fixtures []Complies P WW sealed at hmrsingfinterior finish and []Does Not Comply ; labeled to Indicate 8lt;= 2.0 ctm []Not Observable 14 leakage at 75 Pa. []Not Applicable 403.2.1 Supply ducts in attics are insulated to R-_ R-_ []Complies [FR12]1 R-8. All other ducts in amconditioned R- R- []Does Not Comply d, spaces or outside the building []Not Observable envebpe are insulated to R-6. Not []Not Applicable applicable it all systems are ductless. 403.2.2 All joints and seams of air ducts, air []Complies [FR13]1 handlers. filler boxes, and building []Does Not Comply cavities used as return ducts are []Not Observable sealed. []Not Applicable 403.2.3 Building cavities are not used as ducts ?Comples [FR151e or plenums. []Does Not Comply 91 []Not Observable []Not Applicable 409.3 NVAC piping conveying fluids above R-_ R-_ []Complies WMI? 105 OF a chilled fluids below 55 T []Does Not Comply are insulated to R-3. []Not Observable []Not Applicable 403.4 Circulating service hot water pipes are R-_ R-_ []Complies FRW insulated to R-2. []Does Not Conpy 0. []Not Observable []Not Applicable 4038 Automatic or gravity dampers are - []Complies PtRW installed on all outdoor air intakes and []Does Not Comply AO ' exhausts. []Not Observable []Not Applicable Addidonal Commards/Assumptlons: 1 High Impact (Tier 1) 2 Medium Impact (Tm 2) 3 Low Impact (Tier 3) Project Title: Feinberg Residence Report data: 07/22113 Data filename: CMocuments and SettirtgsV4tgel B. ChomolMy DoalrrientslREScheckWeir berg Residence.rck Page 4 of 6 2010 New Yak Insulation Inspection Complies? Comments/A rnpdons Ene 303:5.: All installed insulation labeled or ?complies P M312 Installed R-values provided. ?Does Not Comply ?Not Observable ?Not Applicable Additional Comments/Assumptions: =1 H Impact (Tier 1) 2 Medium Impact (Trey 2) ~ELow Inpact (Tier 3) Project Title: Feinberg Residence Report date: 07/22/13 Data filename: C:\Dllcuments and SettingsWngel B. ChomotMy DocumentstRESchackWeinbag Residence.rck Page 5 of 6 ' 2010 New York Final Impaction Provisions Plans Verified Field VerW d Complles7 Comments/Assumptions Value Value Energy 1 402.4.2. Building envelope tightness verified ACH 50 ACH 50 OComplies 402.4.2.1 by blower door test result of &lt:7 ACH ?Does Not Comply [FI1711 at 50 Pa. This requirement may ONot Observable M, instead be met via visual inspection, ONot Applicable in which rase verification may need to occur during Insulation Inspection. 402A.8::-.... Wood-burning fireplaces have ?Complies j gasketed doors and outdoor ODoes Not Comply combustion air. ?Not Observable ?Not Applicable 40322 Dud fighbress via post-construction dnn _ dm ?Complies [FI411 with nuvamorm leakage of 5 dm to ?Does Not Comply outdoors, or 12 cfm across systems. []Not Observable For rougtHn tests, verification may ?Not Applicable reed to occur during Framing Inspection, with maAmum leakage of 0 dm across systems and 4 cfrn without alt handler. 403.1.1, Programmable thermostats instelled ?Corphes (FI71f on forced air furnaces. _ ?Does Not Comply ?Not Observable ONd Applicable 403.1.2 Heat pump thermostat installed on OComplies MIW heat pumps. ODoes Not Cornply - ?Nd Observable ?Nd Applicable 403A Circulatkg service hot water systems ?Complies W"If, ' 'have automatic or accessible manual ODoes Not Comply controls. ONd Observable ONot Applicable 403.9.1 Readily accessible switch on heaters ?Corplies [FI12)3 for swimming pods. ODoes Not Comply ?Nd Observable ?Nd Applicable 403.92 Tmrer switches on pod heaters and ?Complies [1`119? pumps are present. ?Does Not Comply ,y ?Nd Observable ?Not Applicable 403.9.3 Heated swimming pods have a cover. OCompties [F12013 Covers on pools heated over 90 OF ODoes Not Comply are insulated to R-12. ?Nd Observable ?Nd Applicable 401.3 Compliance certificate posted. ?Con"es lFl7j~ ?Does Not Comply ?Nd Observable ?Not Applicable 303.3 Manufacturer manuals for medenical ?Complies [FI1813 and water healmg equipment have ODoes Not Comply been provided. ?Not Observable ?Nd Applicable Additional Commenfs/Assumptfons: 1 High impact (Ter 1) 2 Medium Impact (Tier 2) 3 Low Impact (Far 3) Project Title: Feinberg Residence Report date: 07/22/13 Data filename: C:1Documents and SettingsWgel B. ChomoWy Documents(RESd*&%Feinberg Residence.rck Page 6 of 6 J2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value wall 19.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & .Door Rating U-Factor SHGC Window 0.32 Door 0.32 Heating & Cooling Equipment Efficiency Heating System: Coding System: water Heater. Name: Date: Comments: -4-~ 32!2' 5 pr ~I .104 - o 'o e°p o .n po t~ _ i ~ 3 r Not I r9Wn _-I- 'h ~ 11 1~ I T i' I ~it4S £ ~ ' (n m N 71, \ LfI C T7! N' - - I o O O N O Z I I N - C? TJ II a 9 b1 - ~ z B-6 " I - 1 i Ilk ~ w ~ N TJ/ //o- //off / o,C. ~ N ~r i o~ ~ ~ ~ ,o ~ _ ~ ~ r----- ~ ~ o oilI .ro - c,C: io - t - h' c+ S w - ~,o --~-6 i -o i WINDOWS AND DOORS SCHEDULE terior doors to be 2'-6" x 6'-0" unless otherwise WINDOWS DOORS All interior do J. Closet doors to be field mesured. - A 21-2" X 4'-8" TW 2046 D1 FWH 5068 noted. Close B 21-2" X 4'-0" TW 20310 D2 FWH 2768 C T-6" X 4'-0" TW 24310 D3 FWHI 5068 INTERIOR OR APPROVED AS NOTED, 00 FR NOT PROCEED WITH 7_/I/`g B P It 3 7, 03 D 2'-2" X= T-0" TW 20210 D4 FWG 5068 FRAMING UNTIL LSURVEY OCATION' TE: -WF:9'6'1F'i'g0 BY E 2'-6" X T-0" TW 24210 F 3'-6" X 6-0" TW 34410 EGRESS ANDERSON STORMWATCH PROTI H PROTECTION wo MAPPEEN„AAppgpyEp NOTIFY BUILDING DEPARTMENT AT 765-1002 3AM TO 4PM FOR THE G T-2" X 51-0" TW 30410 EGRESS ELECTRICAL FOLLOWING INSPECTIONS: Boo 3~ H 30-0" X 11-9 " TWT 21017 INSPECTION REQUIRED 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE I 11-9" X T-9" TWT 1827 2. ROUGH - FRAMING & PLUMBING 3. INSULATION -jj / J 5'-0" X T-4" P 5035 ROOF OF 4. FINAL . CONSTRUCTION MUST K 2'-6" X 4'-8" TW 2446 BE COMPLETE FOR C.O. PLUMBING ALL CONSTRUCTION SHALL MEE'i THE S REENED SECTION n DN L 4'-0" DIAM FR 40 ALL.PyWMA9I, WASTE REQUIREMENTS OF THE CODES OF NEW F F /l-O ` M 1'-5" X 2'-0" -A WATER LIVES YORK STATE, NOT RESPONSIBLE FOR y'fESTINOSEFORE MEV j)N0 DESIGN OR CONSTRUCTION ERRORS. r tRI a-~-~ DECK © f~(~GH 4 to -/~-•9 -_-J3r147rs C~od/- p ~I COMPLY WITH ALL COC NEW YORK STATE &p pTOy~Wy P w C AS REQUIRED AM5 VtiIVUZ HOLDT0111 i N/ST-F1DD.e. -drov=.s - - Ili I SOU HO F -~sl- SOUTHO OWNTI N ..DEC ° TERRACE OCCUPANCY OR is o USE IS UNLAWFUL N ~i lI °C `r WITHOUT CERTIFIC \ ry~ i ° slO 7OPEN BEDRM # 3 OF OCCUPANCY GS P N MASTER gEDRM # 1 GREAT ROOM ~ - e ~ RETAIN STORM WATER R 42 PURSUANT TO CHAPTER H S R MASTER BEDRM # 2 OF THE TOWN CODE. KIN CLOSE N ot i CLOSET tF3 PLUMBER CERTIFICATION i PASSAGE ON-LEADIC ENPBEF& Ra/ TO EL CERnFICATLtDFOCCUP.,AN `FOIL _ SOLDER USED IN WATEF SUPPLY SYSTEM'CANNO ' L eE x~ . KITCHEN EXCEED PJ10 OF 1% LEAL Ui '/Ifi'i ,1 1 ATHRM # 3_ ALK1N_-CLOSE - . 10 w~ O OW u~ 3'as~ ROO LAUNDRY STC BAT RM # - h MASTER i\ 3 N . -~1-/0 1.7 OPEN a a CLOSET f 1- 30i 3 L_-. x`53 '1,6 - CLI ET - - - ~`F d N ~ 2- 2-6 #r7 d 44 p - E , 9!8 6 i LOBBY i 11 9 ~~scco~c ~ I ~ i GARAGE h as' 17 37 ?T ~b E l 19 ROOF it BEDRh a-iol z-2 z-z PORCH BEDRM # 4F 1 ~o A A A p 4L 5-.3 3~_ -2 -32 PO i Pool ; N Q Scal /1/4'=r-o° SECOND, FLOOR PLAN 1000-40-01-C I S OR PLAN INDEX FIRR A-1 FIRST AND) SECOND FLOOR I- FLOOR I-LANS ' If~6 :MENT-STRUCTURAL A-2 FOUNDATION - BASEMENT - S qRc EKED~ FEINBERG -RESIDENCE, DATE: ELECTRIC/A ~5~ E~ a. °Ho titer S ( A-3 FIRST ANDI SECOND STRUCTI STRUCTURAL PLANS W:=PZ:F GREENPORT 3~ ~q A-4 ELEVATIONS mT. - .w r 'SOUTHOLD NY'. A_1 b ( A-5 SECTIONS '4T'~P7s 9 A-6 FIRST AND SECOND ELECTRI, ELECTRICAL a OF'NE N~ A-7 GENERAL iCONSTRUCTION N( ICTION NOTES t6a~•~o~ CHORNO ASSOCIATES architects. A-8 WIND PROTECTION SOUTHOLD, NEW YORK A-9 TYPICAL DECK WIND PROTE( D PROTECTION ions are to Face of Studs. NnTE: All Exteriior Dimensions are to di 3.3 ! ¢_G Q ,w r ai O I o ,.I ZQI itl~A n _ tl - u 3v ZO V Dp /Ve ONFcd c AREA kL 00 M -FP A~oVE l~l ti ry,A ( \y \ J ~`~i~ Posh To 8~ / is PA5 L '-M IE o° i~t~8 IG _ u om o mo I - h il i- h wF 4-11 ~o u - , I - ~ 1 ts~G- rl Au V~~ i ~J 6z CP C3 3"1 ~ c/ 2 - - c3 f~a 3 ,1 - V n~ I ~ a 6i " I Irl y r~xc~t Vd ~D . - Vt ~8 2x/o cotCRC Btil Q I 1 y _ I ~SZafe* -I ry Scale: 144"=1'-T J~ -io I/ 4J S"T o T- ~i~ 87ye-vis 2 i ° 6 G - 7U - ~.q 2/ 7 aet = 2 - q / - 1'¢ I ¢ I'2 ~q~ I b 112 2 Z Z 3 MA5/-,ER67HP / ~R'( 3 T+~/c6T 444/NOR/ 393 13 g _ &A V BASEMENT FOUNDATION STRUCTURAL ELECTRIICAL I ~`I DATE: ~ 8 8~ ~ 8 8~ Asa I¢ 1Z 2 2 3 Z Z _ FEINBERG °RE 0tNCE GREENPQRT 'SOUTHOLD NY' A_2 PLUMBING DIAGRAM ~prF:~ 9,60 goer OF NE CHORNO ASSOCIATES Wv architects. SOUTHOLD, NEW YORK u" OrEA/ v - k1Pst~ c//6/Co ~?E-<I cIS/DE n°O DE n°o i = k (a) LVG C6 YDOW. k/ (3)?xG V ~f1 V I V a _LVL~ .4) s /6 o.G . I G a~ 7T:4 ~ GV L l~ t3 rr C2- W 3Qt)1Nt( C-i Lz eve- . @~ sj~ rte. T-TI r F~! 7 _L L/4 u /0 Lz-zr~ 0, c 1-- ~I 712 1~1~-~? L2r7.G. v M V I 1"~ p k 5 k Ct c a 2 LVL /l L~_.RooF I SECOND FLOOR FRAMING Scale: 1/4"=1'-0" FIRST FLOOR FRAMING ~/OJ'E= ALL tJEd4~~S~-,~,~zxiD uyr€cs ~~r~ FEINBERG RESIbE'NC DATE: ~\S~~~E& c o y~ 4)' h ~ W'2 q 92 p GREENPORT n , N o y g,: r SOUTHOLD `NY o~ A-3 F ~F NE~~_~ CHORNO ASSOCIATES archRects. SOUTHOLD, NEW YORK V - IF { t T III Nrr-T I -ITTI L- /ST F \ - - / 1 \ II - - - flik N! r EAST ELEVATION SOUTH ELEVATION Scale: 1/4"=1'-0" 0 I i 7111 I a , r-- I » I ~ i WEST ELEVATION NORTH ELEVATION SPED qRC yT FEINBERG RESIDENCE DATE: W'? ~ti• n GREENPORT SOUTHOLD NY 9T'~~7915a. '.y0 FOF NE`N ° A-4, CHORNOASSOCIATES architects. SOUTHOLD, NEW YORK - RcnreF-YE.vTPTr'f'~ i2- tA~iar .`~"Pryw,D s~fE4 7//ivG 14TNYJUW 13, Fi_r 30 AdkZr /N,Sz/G. Tp1 PdSS4 E ~ _ - [y C~ --,ZJ1 ~n7R1A-r a~eRa f - 2xf3 wD,Broce~ v r !1 • YEh/~'~a S~F/J' I E E s~,ehr WQ,~~/ I ti Liii~,DOU7UNTJ`S ~.4~1,OF2sF.v~ ~CF} .32 1Y6QX ~ n - - - i a I I J. 2 Bd 777 r^-6r[ lid L W ILI f-3 yU{QK ~s e 1 ,~~~-ter ~Tr~°~ rPCyIUD SyEdjN/A/G LYG g f}oUSE WiedP SECTION'. A - 5 ow 8 i q 3 : a 1" _ I s +E6 Pc9rES oRv T~R.c~r/E s/fi~c.os ~8 ff~7Ysa.e .hoc~ - 6 ~"oc . M ,%6 I ~5~'_~}MGPkS e . -W4 1N c + $z-~-sue .c?3~R G1€fl@M # I i 1~7ER f~o~3~ •G 8 _ 8"ccwc-/l4GLS 3 6W 1 ~aa..(~X~°lcdcJ r T/LE o.,V 1,lAfne74k'- iSECTION'-=--_= 1 w1u) rzEAer- H IFS) I A-5 TYPICAL SECTION ~ t e om a e., o 2x - K/O SLOPS - 70/ e"+ a ° SCALE: 1l7'=l'-0" i 4 e a 2 SECTION- A-5 72J133t1= g2 ~7/ J/o _Il ~8 - FEINBERG -RESIDENCE y,T GREENPORT 'SOUTHOLD' NY NJ' 2`~'aJu~ r ` 1-011 - 1 7:1 DETAIL Scale:1~/2II- F oF'NE~~~ CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK CL UE4~ ~cf4EE.~l~D AREA i wp WP v1'y1 Nt4sJE.e ,~.eM#/ - s - m - ~.-~7~L6f/ cGGlTyP) ceEQT 'e'rg ~ f O $/rLK J E # z a O ~ a =~,d ss~k~'E ry~ ~T.!{/mil CLC i O hd CG . I 5 I r-I 1 0 1 7~/1 DRY-- ~'L. 3 f MASS-" ' rev ~ V 7 b it-w I o aE r /-OAS Y O I / T i p i I I WP m Scale: 1/4"=V-0 SECOND. FLOOR -ELECTRICAL AL FIRST FLOOR - ELECTRICAL ELECTRICAL S' ZICAL SYMBOLS _ RECEPTACL NIEPTACLE GROUND Fl i )UND FAULT RECEPTACLE WEATHER F ATHER PROOF RECEPTACLE r'j SWITCH ITCH CEILING LIE LINO LIGHT CENTER DATE: g..~.// WALL WASF LL WASHER O EO, ARo FEINBERG RESIDENCE KQ LIGHT BRA( HT BRACKET GREENPORT EXHAUST F -IAUST FAN Q PULL CHAIIS _L -CHAIN SWITCH LIGHT 'SOUTHOLD `NY A-6 F E _ SMOKE DEl DKE DETECTOR 9 0FN,N, JO CARBON Ml RBON MONOXIDE DETECTOR CHORNO ASSOCIATES architects. TELEVISIOt _EVISION OUTLET SOUTHOLD, NEWYORK GENERAL CONST STRUCTI?N NOTES NAILING SCHEDULE AS PER PRESCWTIVE DESIM FROM 1993 SBC HIGH WIND EDITION. W® FRANE CONSTQIJCTIW MANUAL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL NAL SPACING IS BASED AT 16' O.C. SPACING. ANY OTHER SPACING Ot DIFFERENT APPLICATUM, THE CONTRACTOR SHALL REFER TO THE PRESCRIPTIVE BEIM SECTION OF THE WOOD FRANDNG NANUAL FOR PRIpER APPLICATION 111x1 w1O el l 11F/1 Lila: 7aaiE VMV el l Uwoaarl W 102011111116 l.m awe V 11 1' vRl TOR 1eR~HEe WSM 4e L1e s eiva~ a fr ~mM'AVrtE =N a ?ae - ROOF FRAMINGi -RAMING, ROOF SHEATHING, TABLE 3.8 ROOF SHEATHING REQUIREME ;QUIREMENTS FOR WIND LOADS, .s1r 1[Iaelrm an N MUL OWL IDIFi W LS YiATI/O ILWA7701 AT lANEL >N!lRlTf IN OT1' rom r WILD 5-0 ~ a~roris al~nc PNXL Nttl~ ~.~~w.G1~~•.1 . ~u TQ RATE 1` vwL 4 !e WALL 4i1 L9eOl sAfrtlt sd VFOI - sw tnDlml mt mile • ND6 M Loss ir U& E-m THESE Con7mCT10N lwYw HAVE Km LESU/M~ TO MEET THE UM M LIVE LOAD 10 11P ELATE m vwi, 4 M LUaYI ! 1!• gG NQI[, ! F~ fMlL f a CRITEw DELOV. REFER To sm. R3DL4 / Rmz K NY.. RESIDENTIAL f~1STRUCTD7! CODE C W WALL 4-41d m/OI AW UNIX DSW LL am Alm -WE TAJSm or. EX wnm UA OWN MCI 17- --JN-PW LAIL LIVE m _ =LAr NNN< CEILING SHEATHING, phiftm mww veal --ALL RIMM (EXCEPT 40 PSF WER PIRTiTrod vsad M&L SLEEPDrG RICINS RAILS WiMO RAILS any -zrvan AN MR TAKE &7 Mar -rrx- I ~~d " W= - ac LAP NAIL an. HrMesie NOTES VOTES 70 RAPIER VFCN wEROWWW"M WPM - SC Do I~Ala. W° L•°•" r AEI OC , NaLS THESE NDTES ARE ONLY TO x m - 0 cO ON fAL WALL SHEATHING, u Far roc shwailift NTIOIED IN SCHEDULE LUTES ONLY. of the pert w edge Of the roof. wtdudinp 4 fret on each slats of the roof peak, ;m FIF mw all To RwRLU R - ud ! - !V MOM 00 IIA6 the 4 foot park~ ~ mo ne at of the is n x wrnts required shall be used mr. ZfACwif ! TAIL[ ! PA Tabulated 12 Inch *,c nW assumes 30 @~ C tTIMCTilAAL M MOM lA,sis w!a - ssc For frolmrulp neNfers with <0.42Ki(B.4 ,the roan s assures shsathifg attached to rafter / tr-,= ff W* nenbers with C"4% the nal spading shall be reduced to 6 Inches cc. WALL FRAMING ~~u~.~w r~.~wcu~~~ FRAMING, ~ `11 Comm f ~ 3> Tabulated 4 Nnch or- nolt spacing; assumes sh asnsies sheathing to rafter / truss franft net6ors &th GA49. For f' °nlrmembers with 0.42(G( cG(O a9, the non spndrll not spnekp shall be reduced to 3 Inches D.C. AiiG mm As PER ILYS RESUMMAL CMCTMXTM CO~DE. ~w ,ow X101 Comm u, oc . rKLI leNAL 1T. ilAC1NG " WALL ISM REFER TO THE FID.LAWW NAMOLS FM ADDHTD)Y1L FASTENER REOAMEIpRSi -rmrmw -hid Hmr HIIE lem 1 FLOOR SHEATHING, TABLE 3,9 WALL SHEATHII SHEATHING REQUIREMENTS FOR WIND LOADS, SM 10-99 Standard for Nurrkms Resistant Construction r JW 77ACINf TID6 PANEL cn= - Nd CaA i MAIL I. Q LM COeOI Y Ew an r cO a i' 61 Y - G UN m WIL Ma' odes r 4m torts 7-02 01EWSED FROM 7-!W NtTH m Design Lauds for >lAdYlps and Other Structures sTlm v a ! >r as mm ! rmi arwra fm! AUDI w Comm iG ~ NAL NOTESI GENERAL CONSTRUCTION NOTES, PLATE TO M TO SM I - N d 2!!!M e,a ML ~VL 10 FLM R. wn jm~ r lid Ca !Q rNx HALL THESE DOTES ARE ONLY TO BE REFERRED TO IF 0 tioam, vmT mom MENTIONED IN SCHEDULE NOTES ONLY. into The information an this and frrankV details, They construction e as construction a&K not basic a substitute FEN JOIST 0 LOOR FRAMIN for conerally accepted pool buldip practice and ca+pllonce with current New York FRAMING, 1). Nailing requirements are bused on wall sheathnng State bu &V codes The General Contractor is respwrWie for provk*V standard SIT relied 6' on-center at the panel edge. If wall sheathing NOTE! NOTES mwmmmb~ construction details and procedures to enure a professionally flnishad, structurally acccmvn= ESCNvn= a", !ACING NINES is molted 3' on-center at the panel edge to obtain higher THESE NOTES ARE ONLY TO K REFER shear capacities, nailing requirements for structural 0 X REFERRED TO IF HWMNED IN SCIEDILE NDTES DLY. sound and west Hsrproof conpleled pvdwct. TTr PLATE 1T7 M GIN N LATE OR [wd o=ff E mebers shall be doubled, or alternate correctors, 1~ For wall shen GM KIWL 1m L such at shear plates, span be used to Plaintnln fond path be used tFmrnp within 4 feet tM 4 fat of the corners, the 4 fact edge zone attachment regiirenents shall a The General Contractor is responsible for enorft that all work and construction ipommm nests current federal, state, county and local codes, ordinances and regulations. etc. TD Jm9T a When wall sheathkV Is contlnumm over connected EACH TUE j=MV & members,the tabulated num ber of rails shall be permitted 0. ad 12 knch oz. not spacir These codes are to be considered as part of the specifications for this Hid v and RACKINIS should be adhered to even W they are in variance with the plan T11 .SST not spacke assill/s stwathkv attached to stud frw*V~yam~bers with IRLACECIM TD to be reduced tot - 16d nail per foot. 6)0 449% Far For frnmrng ebes whtlh 94 0.4 nrs with 942<6<, the na1 wpoc kVs shall be reduced to 6 bid s C.C. 34 DY+ensims shall tole precedent over scale drowbW (do not scale drawkW) 211 Q TOP PLATE t TOP !LATE d 3). For exterior parol slblrp, galvN TAN SA ding, galvWft@d box nalts shall be pernltted to be substituted for c:aw an nols. 4, The deWgm has not been ardpoped' for cm truetlon supervision and assess no TD xm resprxsbslty for construction rmralnntinp with these plans, nor respansldlity for m KM KAN LL construction rams. nethods, tedwiques, sequences. or procedures, or for safety Will JWT ~ &utinVlw and eroorms in cmwwc Um with the work There ore no warranties for a To AM AM d %WCjfls use expressed or I pllwd In the use of these plans. i tr! ruT[ - ud tae ; 3. Refer to floor plans, exterior elwotkns, and window L exterior door schedule for types and sties of wa Wowa and exterior doors. GENERAL FRAMING NOTES 61iweral Contractor is to ensure that rosary and fireplace construction Meets ter L Unless otherwise noted, all frarft material to be e2+11TR. e e2+DTR. Doug Fir. exceeds ski ronufactnsws specifications and nppUeable codes. cobVs unless otherwise noted GENERAL DECK & PORCH NOTES GENERAL HVAC S VAC SYSTEM NOTES 7, General Contractor to consult and coordnate with the owner for of bust in Items Prov P. Flaws, walls. In anre al rafters to be 16. 11C. unless oth fire-blocking kildng rp w applicable. wmnn~ ~y~ L Unless otherwise noted, nil framig material to be M3 ACA pressure L Mechanical, subcontractor ~Isy ref such as bookcases, sheiving, pantry. closets, trin, oft. ctcw esponsible for ad no ft to all opnUcaWe Wt l to be construction. Al unless oth to have noted, t benrko wall headers o a pre to be min, 2-pty 2~ated tunben codes and safety requyirements, a Wind load requh ed connections shall be taken Into account durft or as speclfed P- Gliders for floor Joists to be mir? 2-19y 240 unless othereise noted P. WAC subcontractor Is to fully Tlti.: 4 protection pope should be revMwed prkr to stortlnp. Ali headers to hew adequate bearing an each end or as spe 4. All fkm h beams / headers to be kdstalled with heavy duty envy duty galvanized Girders shall be elther bait" to posts s/ 1/2' dls. gdv. bolts or with the Is to fully cooraNiate all system data anal regJrwmk s e here applicable t0 nil anchored onto concrete pier. HVAC gtcontra for t supplier. Am GENERAL FOUNDATION NOTES harpers. ~Pro~vyid~e~. Galvanolzed Margwrs and anchors ho applic Joists corrected to beams to pravlde flnnl systen layout draefnp anal suhnft It to 1 Jolsts to have blocking ! g' [tC. General Contractor, Contrnctaractor, owner pro and eq ner and equlpnent suppUer for flnhl rev*v and *W vat, L General Contractor 14 Masan to review plans, wlevatkxe and details to deba polo a 3. Double up floor Joist under wails that run parallat to floe Lug to floor joist and Intended hoots of fInlshued floats) above typkxl pradr. under bathtubs. Floors petting ceronlc tie shall low veMf4d I e verified for load capndty. 4. All ledgers attached to house to have o flashing barrier, lappYg be!h the skiip, between the house and ledger. Ledger shall be 2, All footing to rest an undsUebed cvftW m& 6. Provide blodit / brWOV In floor Joists ! I O.C. Use sou Z. Use solid blocking bolted to building with 1/2' dla. Galvanized bolts, M Ali footing for posts and piers to be 4' below grade. Plsrs shaU 3. Provide 1/2' expansion joint roterlal between concrete slabs and WPAUg In floor joints under all bear v waits. conCrote or Masonry waft o=oft in exterior or unrneated Interior areas' 7. Provide Insulation baffles at wave vents between rafters, n rafters. Install draft blocking extend a mYiYwAn of 6' above grade. 4. Any new concrete woods bekg attndued to exlstkup Of any) concrete s tore .dewto & All framing material to have appropriate galvanized hangers and be hstolled wish 04 re-bar, 18' long a 12' U- Use approved epoxy for kntnUatkxti L Unless otherwise noted. Roof and Wallis to have a nk% 4-pt! a Wn. 4-ply 1/2' FW CW& over plates and `enders. GENERAL PLUMBING NOTES GENERAL ELECTRII 3. Unless otherwise noted, of Interior slabs an prude to be 2700 peLcancrete exterior sheat?ig grade plywood Plywood to cover over plat ECTRICAL NOTES ch plywood to In adhered Exterior slabs on prude to be 3700 psi canncrete A Unless otherwise noted, 3/4' T6G Fir or Advantech plywood to Jalst w/ PL400 adhesive and savwedl to floor joists for e fists for sub flow*0 Finished 1. All water supply, drainage and venting to be as per KY.S. L All electrical to be as tructions. Residential Construction Code per KY S mmuffimmmm~ s per KM Residsntbil Construction Code. sand or gravel fit with 6x6 wim rash reInfa dnnp interior slabs to be placed on 6 n& floor to be Installed over as per ManuWacturers Instructions e 2. Ali electrical work shall be undi qtl be undereMters approved. polyethylene vapor bar . Foundation Slob to be a M4iMun of 3-1/2' *kk 10, All bathroom waits ~t/o have Ll2' nolst4re resistant sheetrc lnt sheetrock. Garage Walls 2. Verify septic system with Engineer for Suffolk Canty Health 6. Provide crawl space with one lb" cast Iran foundation vent for every 130 square and cw1kW to have 51W Type-X sheetrmck Unless otherwise Jot.herwise noted, rest of Department approval. & Smoke detectors to be located be located tlrou~ as per Section Rffi7 of feet of area. building to have 1/2' regular shorWock.. AU sheetrock to be lid to be taped and finkiedj HLY& Resldsntial Construction Code uctlon Code. Prove a mW*%m of 1 Carbon If plates wall studs, joists e 7. Provide Mb~4u 11111'1124' access Opel to crawl space area. or roofs wish n phbdu of less that ~N12 shall be Installed i Installed with ice L Water Barrier any plumW related work, provide Adequate bracing M oat en for to protect and secure the structure. Verify withe state code Ep q and manufacturers recomrerdntlon for maximum hale sal and oy cy F FEINBERG RESIDENCE DATE: 9 20-11 ~n or approved equnL l gasket and cop--r hW permitted °PZ Win ~ Ski plates to be pressure treated IUse with all Gasket nn hpLY S code A 6 yethylene lin shwith ag be applied doert9+e be R per section gm do p R406 Of ed to fotrdatlon with n GREENPORT of exterior foundation oafs prior to badeflUr~ approved/ yequal termite shksld Plates too be onchored to faun Mnnnnneh LG dl&x7' long anchor baits 2 16' OC and w/i 1' of or w/i 1' of ends and corners. '4j ~ ~79t50 .~p~ 'SOUTHOLD NY' A Dranage to be provided as per section R407 of IiYS. resldsntlnt code A-7 F ~F NE`N CHORNO ASSOCIATES architects. SOUTHOLD, NEW YORK RIDGE STRAPPING FOR 16' O.C. RAFTERS PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDAR 'ANDARD RIDGE STRAPPING 3ERS AT GENERAL WIND PROTECTION C ION CONNECTION NOTES ROOF ROOF CONNECTION WOOD FRAME CONSTRUCTION WITH ALL MEMBERS A PITCH SPAN CAPACITY (plf) 16' ?.C. UNLESS OTHERWISE NOTED, 12' 644 ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES CHNIQUES TO BE IN ACCORDANCE WITH 16' 858 312 20, 1073 THE FOLLOWING MANUALS, a). 1995 SBC HIGH WIND EDITION WOOD FRAME CON RAME CONSTRUCTION 24' 1287 RAFTER-TO-WALL b). SSTD 10-99 STANDARD FOR HURRICANE RESISTAI : RESISTANT RESIDENTIAL CONSTRUCTION INUM DESIGN LOADS FOR BUILDINGS AND 12' 508 TY-DOWN CONNECTIONS COLLAR TIE c). ASCE 7-02 (REVISED FROM 7-98) MINIMUM DES] OTHER STRUCTURES 16' 678 412 20, 847 24' 1017 THE GENERAL CONTRACTOR AND FRAMER SHALL REFI HALL REFER TO ABOVE MANUALS FOR as, 1186 WIND PROTECTION FOR PROPER INSTALLATION. ALL ION. ALL OTHER CONSTRUCTION SHALL BE 32' 1357 RAKE OVERHANG OUTLOOK IN ACCORDANCE WITH NEW YORK STATE RESIDENTIA ESIDENTIAL CONSTRUCTION CODE. 12' 392 CONNECTIONS 16' 523 RAFTER 1). RIDGE TO RAFTER ASSEMBLY, 20' 653 SPAN UPLIF 1-1/4' x 20 GAUGE METAL STRAP SHALL BE ATTACI BE ATTACHED TO EACH PAIR OF RAFTERS. 5112 24' 783 12' OC 361 WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE A RIDGE STRAP, THE NUMBER OF 10d 28' 915 COMMON NAILS REQUIRED IN EACH END OF THE COLI THE COLLAR TIE NEED NOT EXCEED 32' 1045 16. OC 481 THE TABULATED NUMBER OF 8d IN THE STEEL STRO FEEL STRAP. HOLDDOVNS WHERE REQUIRED 36' 1176 12' 351 UPLIFT CONNECTIONS FORT RAFTER-TO-WALL, 2). RAFTER TO WALL ASSEMBLYi 16' 468 WALL-TO-WALL AND WALL-TO-FOUNDATION ddh~l LATERAL FRAMING AND SHEAR CONNECTIONS FOR RA IS FOR RAFTER, CEILING JOISTS OR 20' 585 WALL-TO-WALL TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TE tDANCE TO CHART INCLUDED. 612 24' 702 CONNECTIONS USE 4-8d COMMON NAILS PER RAFTER AND / OR CE D / OR CEILING JOIST TO TOP PLATE CONNECTION AT WALL HEIGHTS UP TO 10' AND AT F AND AT RAFTER / CEILING JOISTS as, 819 ROOF CONNECTION MIN. 8d NAILS NOTES SPACING 2 16' O.C. FOR AN ALTERNATIVE FOR LATE FOR LATERAL AND SHEAR CONNECTION. 32' 936 SPAN CAPACITY REQUIRED WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE % IN LINE WITH STUDS BELOW, RAFTERS OR 36' 1053 12' 427 tbs. 4 TRUSSES SHALL BE ATTACHED TO THE WALL TOP P LL TOP PLATE AND THE WALL TOP PLATE 12' 326 16' 526 tbs. 5 SHALL BE ATTACHED TO THE WALL STUD WITH UPL WITH UPLIFT CONNECTIONS. 16' 435 20' 626 tbs. 5 3). WALL ASSEMBLY TO WALL ASSEMBLYi 712 20' 544 24' 726 tbs. 6 WALL STUDS ABOVE AND STUDS BELOW SHALL BE I HALL BE ATTACHED WITH UPLIFT CONNECTORS. 24' 652 28' 826 lbs. 7 12,12 28' 761 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE W IN LINE WITH STUDS BELOW, THE STUDS SHALL 32' 870 32' 927 tbs. 8 BE ATTACHED TO A COMMON MEMBER IN THE FLOOR IE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS. 36' 979 36' 770 tbs. 7 12' O.C. HOLDDOWNS WHERE REQUIRED 4). WALL ASSEMBLY TO FOUNDATION, FIRST FLOOR WALL STUDS SHALL BE CONNECTED TE NECTED TO THE FOUNDATION, SILL PLATE, OR HEADER GIRDER CONNECTIONS, WALL-TO-FOUNDATION CONNECTDONS BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL Sl STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATION! IUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN ROOF HEADER UPLIF LATERAL MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDEI PED UNDER THE PLATE AND NAILED IN SPAN SPAN tbs. tbs. HOLDDOWN ANCHORS REQUIRED ACCORDANCE WITH TABLE 3.3B OF SBC 1995 HIGH % 95 HIGH WIND EDITION WOOD FRAME CONSTRUCTION 2' 469 254 FOR TYPE I AND TYPE II SHEAR WALLS ULNULK MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER ED UNDER THE BOTTOM PLATE, 3-INCH SQUARE 4' 939 504 (6' PANEL EDGE NAILING) STRAPPING WASHERS SHALL BE USED IN THE ANCHOR BOLTS At BOLTS AND THE ANCHOR BOLT SPACING SHALL I A CRAWL SPACE OR BASEMENT. BUILDINGS WITH A 6' 1408 762 WALL HOLDDOWN 81 1878 1016 20' 0' 347 1270 HEIGHT CAPACITY (lbs.) TYPICAL WIND LOAD PATH NOT EXCEED 72' O.C. FOR BUILDINGS WITH A CRAWL SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A TS AT A MAXIMUM OF 32' O.C. STEEL STRAPS N.T.S; EMBEDDED IN OR ]IN CONTACT WITH SLAB-ON-GRADE ON-GRADE OR MASONRY BLOCK FOUNDATIONS 12' 2817 1524 e' 3375 SHALL BE HOT-DIIPPED GALVANIZED COATED. :D. 14' 3286 1778 9' 3800 16' 3756 2032 10' 4225 5). HOLDDOWN, HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN TI -IED IN THE SHEARWALL REQUIREMENTS OF TABLES 2' 620 254 3.5A-H FOR WALL TYPE I OR TABLE 3.16 FOR WALL FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2 4' 1239 504 WINDOW SILLPLATE ?OOD FRAME CONSTRUCTION MANUAL. A CONTINUOUS LOAD 6' 1859 762 at 2479 1016 CONNECTIONS HEADER TRAPPING FROM THE SBC 1995 HIGH WIND EDITION WOOD FRA) ATION SHALL BE MAINTAINED. WHERE A HOLDDOWN SILL CONNECTORS PATH FROM THE HM]LDDOVN TO THE FOUNDATION SHE RESISTS THE OVERTURNING-LOAD-FROM THE STORY IE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE [2]8' 10' 3098 1270 HEADER UPLIF CITY TENSION CAPACITY AT ITS LEVEL PLUS THE SIZED FOR THE REQUIRED HOLDDOVN CAPACITY TEN; 12' 3719 1.724 WAN t0s. REQUIRED I•IOLDDUVN TENSIUN LAPALI I T LW I HL I I r I ML S i UKT LK S r UK1t.J ABU Vt. 14' 4338 1778 2' 254 HOLDDOWN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGSe 16' 4958 2032 4' 504 HOLDDOWN ANCHORS HEADER AND / OR GIRDER CONNECTION SHALL BE A' ALL BE ATTACHED WITH UPLIFT CONNECTIONS. 2' 770 254 6' 762 4' 1540 504 6' 2310 762 8' 1016 7). WINDOW SILL PLATES, STEEL CONNECTIONS. 36' e' 3081 1016 10' 1270 1 7M WINDOW SILL PLATES ALSO SHALL HAVE STEEL COI 2x4 WALL SILL PLATE (FLAT)i 1-PLY FOR OPENINGS OPENINGS UP TO 41 AND 2-PLY FOR OPENINGS UP TO 6'0. 10' 3851 1270 12' 1524 2x6 WALL SILL PLATE (FLAT) ,.I-PLY FOR OPENINGS OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO 8'9. 12' 4621 1524 14' 1778 14' 5391 1778 7). CATHEDRAL CEILINGS, 16' 6161 2032 16' 2032 T Y TYPICAL SHEAR WALL ASSEMBLY WHERE RIDGE IS TO BE USED AS A STRUCTURAL BE :TURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED ?~~L~!OPE CONNECTORS SHALL BE ATTACHED TO EACH N.T.S. AND ANCHORED ON TOP OF THE BEAM OR SLOPE CM RAFTER TO RIDGE ALONG THE OPEN CEILING PART I W PART OF THE BUILDING. CONNECTIONS TO THE RIDGE MIN. NAIL SPACING FOR ROOF SHEATHING w/ ROOF RAFTERS 2 16. OC REQUIREMENTS. CING FOR WALL SHEATHING ATTACHMENTS AND WALL SHALL BE THE SAME AS ABOVE REQUIRE LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE MIN. NAIL SPACING FOR PANEL EDGES SUPPORTS IN THE PANEL FIELD BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. SPACING AT NAIL SPACING AT INTERMEDIATE 8). A MINIMUM OF THREE (3) STUDS SHALL BE PROS _L WALL OPENINGS REQUIRING A HEADER UNLESS 4' PERIMETER LOCATION NAIL SPACING I EL EDGES SUPPORTS IN THE PANEL FIELD USE (2) JACK STUDS ON EACH SIDE OF ALL WALL I EDGE ZONE 6. O.C. 6. O.C. PANEL EDGES OTHERWISE NOTED. i O.C. 12. O.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OF IE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS INTERIOR ZONE 61 O.C. 12' O.C. 4' EDGE ZOINE 6' O.C. i' O.C. 12' O.C. UNLESS OTHERWISE NOTED. GABLE END WALL INTERIOR ZC]NE 6' O.C. RAKE 5 RAKE TRUSS 4' O.C. 4. O C. EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS. USE THE FOLLOWING USP BRAND ?R APPROVED EQUAL CONNECTIONS SHALL BE INSTALLED ACCORDING TO MAN fO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY. CATALOGUE DESCRIPTION LOAD CAPACITY MINIMUM CATA CATALOGUE DESCRIPTION LOAD CAPACITY MINIMIUM NUMBER FASTNERS NU! NUMBER FASTENERS 'S RT10 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 585 tbs. RAFTER i STUDI (6) Od NAILS EACH ADS5 HOLDDOWN ANCHOR 4000 tbs. BOLT TO VERTICAL MEMBERS (2) 3/4x31-1/2 BOLTS R' BOLT TO SILLe (1) 3/4x5-1/4 ANCHO3R BOLTS RT20 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 1105 tbs. RAFTER& STUD (9) I0x 1/2 R ACH FEINBERG RESIDENCE DATE:9.z,// BOLT TO VERTICAL MEMBERi (2) 7/8x31-1/2 BOL S R S PLATE, (4) 10d CON TDX6 HOLDDOWN ANCHOR 5100 tbs. BOLT TO SILLe 7/8x6-1/8 ANCHOR BOLTS q RT7 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 585 tbs. RAFTER AND PLATE1(5) 8d GREENPORT SOUTHOLD NY' A_8 KHST2 STRAP TIE 4220 tbs. (6) 5/8' DIA. BOLTS R RT16 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 950 tbs. RAFTER, (8) 18xl- PLATEi 8) 8d CO o%.'er KHST3 STRAP TIE 6180 tbs. (6) 3/4' DIA. BOLTS SPT44 L 6 STUD PLATE TIE 1070 tbs. PLATE AND STUDo (6) 16d C LSTA18 FLAT STRAP 1055 tbs. (14) 10d COMMON NAILS SPTA CHORNO ASSOCIATES LSTA30 FLAT STRAP 1670 tbs. (22) 10d COMMON NAILS SPT SPTH4 L 6 STUD PLATE TIE 1470 tbs. PLATE AND STUDe (12) 1 v e architects. y SOUTHOLD, NEW YORK TYPICAL DECK WINI IND UPLIFT REQUIREMENTS HE HEADER GIRDER C?NNECTI?NSi USE THE FOLLOWING USP BRAND ?R F ?R APPROVED EQUAL GALVINIZED EC?MENDED FA'STNERS AND DECK HEADER UPLIF META_ CONNECTORS WITH THE REC?ME SPAN SPAN tbs. INSTALLATION BY MANUFACTURE, GALV, MINIMUM 6' 1408 PRODUCT DESCRIPTION UPLIF 8' 1878 NUMBER tbs. FASTNER REQUIRED 20' 10' 2347 4x4 P[ P?STi (12) 16d COM. NAIL 12' 2817 PBS44 POST CAP 1815 BE BEAM: (12) 16d COM. NAIL 6/ 1859 4x4 P POST= (8) 16d C?M, NAIL 8' 2479 PBSE44 END POST CAP 1430 BI BEAM; (8) 16d COM. NAIL 28 10' 3098 BEA BEAM/GIRDER: (2) 5/8" BOLTS 12' 3718 KC44 4x4 COLUMN CA 3265 POST/ POST/COLUMN; (2) 5/8" DIA, B?L S 6' 2310 36' 08" 3081 ' 3851 PAU44 4x4 2240 F??TIN( J?TING/PIER: 5/8"x7" ANCHOR B? T ST/GIRDER, (12) 16d COMMON NAIL.S 12' 4621 POST ANCHOR POST/GI WET POST ANCHOR CBE44 4x4 COLUMN BASE 3585 POST/ POST/GIRDERi (2) 112" DIA. BOLT WET POST ANCHOR UPLIFT CONNECTIONS FOR; 4x4 5650 POST/GIRDER= (2) 5/8" DIA, BOLT JOISTS-T?-GIRDER / HEADER KCB44 COLUMN BASE POST/ e ~ DE DECK CONNECTION MIN. 8d NAIL 6x6 P[ POST; (12) 16d C?M, NAIL D' S SPAN CAPACITY REQUIRED PBS66 POST CAP 1815 BE BEAM; (12) 16d C?M, NAIL Qe t 12' 427 tbs. 4 POST: (8) 16d COM. NAIL 16' 526 tbs. 5 PBSE66 END POST CAP 1430 B BEAM; (8) 16d COM. NAIL D BEAM/GIRDERi (2) 5/8" BOLTS A t 20' 626 lbs, 5 6x6 rl BEA POST/COLUMN: (4) 5/8" DIA B?L S 24' 726 lbs. 6 NuDOO COLUMN CAP JLLJ POST/ ~ n ni ni ni ni oil on in ni u~ n~ 28' 826 lbs. 7 DOTING/PIER: 5/8"x7" ANCHOR BOLT 32' 927 lbs. 8 6x6 F??TINi TYPICAL DECK IST/GIRDER: (12) 16d COMMON NAI S 36' 770 lbs. 7 PAU66 POST ANCHOR 2350 POST/GI N.T.S. T"A WET POST ANCHOR CBE66 6x6 COLUMN BASE 3570 P?STi POST/GIRDER: (2) 1/2" DIA. BOLT WET POST ANCHOR KCB66 6x6 COLUMN BASE 5640 P?STi POST/GIRDER: (2) 5/8" DIA. BOLT TY-DOWN J?] JOIST: (6)8d COMMON NAILS RT10 ANCHOR 585 HEADER/ ADER/GIRDER= (6) 8d COMMON NAI-S JOIST: (9) 10x1-1/2 NAILS ALT, RT20 TY-DOWN 1105 J ADER/GIRDER: (4) 10d COMMON NAi S ANCHOR HEADER/ INSTALLATION NOTES, 1). ALL POSTS TO BE ANCHORED TO FOOTING ?R PIER W H P R AN AN r, FEINBERG RESIDENCE DAM 5~ e. cyo yip REENPORT I T H O GOLD NY A-9 2), HEADER & GIRDER CONNECTIONS TO BE ATTACHED TO l ^ Q~ 9F.07916,~-3). EACH JOIST TO BE ANCHORED TO G :RDER ?R HEADER W F NO ASSOCIATES vlllf*glgn IrITr'r IAnirrDCN Tn UC ATTArUEn Tn A DT i c-nrFD Dn©Q T T