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HomeMy WebLinkAbout37477-Z Town of Southold Annex 11/20/2013 P.O. Box 1179 54375 Main Road p Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36613 Date: 11/20/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 215 Harbor Lights Dr, Southold, SCTM 473889 Sec/Block/Lot: 71.-2-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/27/2012 pursuant to which Building Permit No. 37477 dated 8/28/2012 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: additions and alterations, including covered porch, screened porch and attached two car garage, second floor decks and third floor sitting room and deck, as applied for per ZBA #6519, dated 1/19/12 which stipulates the third floor may not have bedrooms, sleeping areas, kitchenette or bathroom. The certificate is issued to Kelly, Patrick & Kelly, Diane (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0004 11/14/13 ELECTRICAL CERTIFICATE NO. 37477 8/15/77 PLUMBERS CERTIFICATION DATED 11/8/13 Peconic Plumbing & Hea ' g Authoriz Signaturcoo- TOWN OF SOUTHOLD d s r 0,~ 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 37477 Date: 8/28/2012 Permission is hereby granted to: Kelly, Patrick & Kelly, Diane 30 Cathedral Ave Garden City, NY 11530 To' Additions & Alterations to a Single Family Dwelling; Living Room, Dining Room, Kitchen, Breakfast Area, Den, Foyer, Mudroom, Mechanical Room, Fireplaces (2), Porch, Screened Porch, 2 Car Garage, 5 Bedrooms, 5 Baths, 1/2 Baths (2), Walk-in Closets (2), Study, Sitting Room, Balconies (3), as applied for. At premises located at: 215 Harbor Lights Dr, Southold SCTM # 473889 Sec/Block/Lot # 71.-2-6 Pursuant to application dated 7/27/2012 and approved by the Building Inspector. To expire on 2/27/2014. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $3,172.80 CO - ADDITION TO DWELLING $50.00 Total: $3,222.80 Building Inspector Ir Form No. 6 t 1 I - 1, TOWN OF SOUTHOLD ~ ' BUILDING DEPARTMENT L 1 -8 2M iIj TOWN HALL 765-1802--__ r~ ~r APPLICATION FOR CERTIFICATE OF OCCUPANC This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. QCY?2rn6e4- `dt 2o1'~i New Construction: Old or Pre-existing Building: V (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: ?_Ca a ~ 0~ e_ Suffolk County Tax Map No 1000, Section " l Block 2 Lot Cp Subdivision*- parOac co o ' ~2ko-D for.2 Filed Map. "lpgjl Lot:_ t~ Permit No. Date of Permit. e> 2Q~ 12 Applicant: :FY,P.A 1/op.o!' Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V/ (check one) Fee Submitted: $ pplicant Signature Form No. 6 0- " TOWN OFSOUTHOLD, BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or . topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fite Underwriters. 4. 'Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliahce'fiom architect or engineer responsible for the building. .6. Submit Planning Board Approval of completed site plan requirements. ' B. For existing buildings (prior to April 9, 1957) ninon-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing ail property lines, streets, building and unusual natural or topographic features. !izi_ 2. A properly spmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C_ Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certi£leate. of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of.Occupahcy - $25 4. Updated Certificate of Occupancy - $50.00 .5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. _.41 ~~Z? AM Construction: Old or Pre-existing Building. X (check one) :location of Property: ~UrJ 415(j 501 (1"~liLc House No. Street Hamlet lwner or owners of Property •fSl (/k (,dam fG~tiuY ;uffolk County Tax Map No 1000, Section I Biock Z Lot w4vision l9P °F WoAgz utm SW-A*u2 Filed Map. 446( Lot: 44 'e C~z/tiv/wcc ) a<lnit No. -7 7 ~ ~ . 7 Date of Permit. Appfitxnt: ' lealth Dept. Approval: Underwriter's Approv'arming Board Approval: request for: Temporary Certificate Final Certificate: eeSubmitted:$ Applicant ienature g~bFFO(, f Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 z P.O. Box 1179 c Southold, NY 11971-0959 roger. richert(a)town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Patrick Kelly Address: 215 Harbor Lights Drive City: Southold St: NY Zip: 11971 Building Permit 37477 Section: 71 Block: 2 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 X Garage X INVENTORY Service 1 ph 400a Heat oil Duplec Recpt 87 Ceiling Fixtures 27 HID Fixtures Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 32 Smoke Detectors Main Panel A/C Condenser 4 Single Recpt Recessed Fixtures 132 CO Detectors 4 Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances 3-dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 106 Twist Lock Exit Fixtures TVSS Other Equipment: 400a underground service, 6-exhaust fans, 8-paddle fans, 3-GFCI circuit breaker. 5-ARC fault circuit breakers Notes: Inspector Signature: r~ Date: Aug 15 2013 Electrical Cert'fiicate.xls o~~a_- CoGy~ G x Town Hall, 53095 Main Road Q Fax (631) 765-9502 P.O. Box 1179 'y~O• ~~0~ - Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD - - NOV -8 !!~~il 2(q3 LJ, CERTIFICATION Date: VJ OyQ.rn)pee- `b s'Z O t 3 Building Permit No. t~ Owner: 1 0. 1 i L t M 0 \(,¢X Y_t~ (please print) p Plumber: l~P40~7i/~ Pee (please pnnt) o?l i e I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. VM L. LOPER Nohry Public, State of New Yak N0.011.06070081 ' Ouakfiell in Suttoly,~oun QirMON Evires e l q-/C-( umbe ature) Sworn to before me this _ 7 day of /UO 2013 4C) Notary Public, U ounty F 3 7 7 o~~ OF SW/r l 'P •!F TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLOG. LJ/.,! [ IF NDATI [ ] INSULATION FRAMIN /STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ l FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ^r< DATE Y INSPECTOR ~o~aoF sour,, A~~v 1.t~4) 3-7 7g3 --t,E s2oNs TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY ( FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~IL-C-1t~_ 5\N1~ ~2 T- 5 v~ ~ LAS P~h DATE 3 _ _ 13 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION I ST [ VT-ROUGH PLBG. [ ] FQUNDATION 2ND [ ] INSULATION [ /FRAMING /STRAPPING [ ] FINAL ( ]FIREPLACE & CHIMNEY [ ] FI AFETY INSPECTION [ )FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL( UGH) [ ] ELECTRICAL (FINAL) R ARKS: ~ f' DATE ~8 -INSPECTOR 'G ~.~,OP 80l/l~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION UA-ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~3 ~3 INSPECTOR 14 Y- T7 f f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GH) [ ] ELECTRICAL (FINAL) REMARKS: J I DATE 0 3Z INSPECTOR }~,1,OF 80UTyo* /ham TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)} ELECTRICAL (FINAL) REMARKS: DATE 4 1 INSPECTOR ` / * ~OF SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: &,42 G• O. DATE ~G INSPECTOR C~ICI~ 52 NOYACK PATH, (PO BOX 13741, WATER MLL, NEW YORK IR76 TEL 631.754-5555 GIEl1E®f FREDR,I 41 EAST MAPLE ROAD, GREENLAWN, NEW YORK, IV40 FAX 631.261-DU ROBE WEBER ARCRTECT November 19, 2013 Town of Southold Building Department PO Box 1179, Main Road Southold, NY 11971 RE: KELLY RESIDENCE- RENOVATION/ADDITION 215 Harborlights Drive, Southold, NY BUILDING PERMIT # 37477 Building Department: The renovation of the Kelly Residence took place on top of an existing foundation. Additional interior foundation walls and piers were added in the course of the renovation which were all done per my architectural and structural plans. ~7,~,wRED AR~'h~p V ly yours, K' Q'N`GK R, 41'4% 4Y 0 F derick R. Weber, t$a ~556~ rF 'p NOV 2 n 2013 FIELD NItEPOICT DATE COMMENTS FOUNDATION (1ST) qi FOUNDATION (2ND) y 08 ~*.t 0 ROUGH FRAMING & PLUMBING' H / / ` plc © ~ py INSULATION PER N. Y. STATE ENERGY CORE oG FINAL C ADDTfIONAL COMMENTS r 1- 7-L3,c O. r_ Asa 755 0 K 3 r C -OK S b r-+s 's ~ i e- a~~-fi 5 ?I n l e~ l I ~ 13 ~o C~$ I Fg o ~ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 7~ 77 Survey SoutholdTown.NorthFork.net PERMIT NO. / / / Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20~ Single & Separate Storm-Water Assessment Form 1 Contact: W ~RCMtt~Cl Approved , 20Mail to: fktp ~ISRrPi~V/}L i }TE o / 4t Phone.losi -1k- s-s9s Expiration 0 ' Building Inspector JUL 2 7 2012 APPLICATION FOR BUILDING PERMIT Date ~l n -A 20 ~2. BLDG. UEPT, INSTRUCTIONS TOWR pF'0UIHOtD 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, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( ignature of applicant or name, if a corporation) 4t 6661- M R&~p Cywgw~iUamo W? . 11-140 (Mailing Address of applicant) State whether applicant is owner, lessee, agent, 61tect ngineer, general contractor, electrician, plumber or builder Name of owner of premises 4/~KkU, + Xxdle* + (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. Vk&uDlhlfst Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pr posed wok will be done: C ~Iv~2 ub~s ~z~~~ ~TI.4dl~_ House Number Street Hamlet County Tax Map No. 1000 Section Block IL Lot Col Subdivision iM f®f ktA&lsoR,LV,*-f5 TXTATj::& Filed Map No. "4foJg 1 Lot .6WvnoN 0- (071,2WIJJW,) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1y14" Auu DW . ~'/SW+yvwy Nm' ~ {~ATW. SIC b. Intended use and occupancy &tj[41.t5rISMI&-A DWWOUWGt rPAA Es- 3. Nature of work (check which applicable): New Building Addition X Alteration k Repair Removal ,x Demolition Other Work p (Description) 4. Estimated Cost 1~'?f(lO, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front X3.9' Rear 73~~t Depth 52~St Height Flo (To Rjvrir~ Number of Stories Z Dimensions of same structure with alterations or additions: Front "f39' Rear `13,91 Depth 52.5t Height "W do Ryz>&n,e) Number of Stories- -25 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories t _ 9. Size of lot: Front i~ tDO Rear 1Oot Depth20Cr 10. Date of Purchase HA-i 1M99 Name of Former Owner JPbYN A V"V4i& ~fBftk' 11. Zone or use district in which premises are situated 1`-10 (WON- &t.004- W4 LOT lQ00 9 C 12. Does proposed construction violate any zoning law, ordinance or regulation? YES < NO om Ar Z$4 RL'e- 465?9 13. Will lot be re-graded? YES NO V, Will excess fill be removed from premises? YES NO 30 ~TU><DfL~1. iEVI?a 14. Names of Owner of pr_emisesfAVA4KK Dktfo Address 6tk2o~Nl~Phone Nock) T41-mqc) Name of Architect flfleU dG~ IIJ Address 41 ~N Phone Nc(631) ?51-555S Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. s b. Is this property within 300 feet of a tidal wetland? * YES >e- NO 2 IAN-.~bRVp` * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 5GRE opr~oN I~y~,• 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 'Fay'r' WA1 d;,)' being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Mnl't l Public, State of New York (S)Heisthe f?r ~.2t.Nr1C No otsustssoce (Contractor, Agent, rporate Officer, etc.) ualified in Suffolk County ; amp'fission Expires April 14, 2 rY tc 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 20 Notary Public Signature of Applicant Jtll M. Doherty, President Town Hall Annex Bob Ghosio, Jr., Vice-President 54375 Main Road P.O. Box 1179 James F. King Southold, New York 11971-0959 d " Dave Bergen John Bredemeyer r _ Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 21, 2011 Frederick R. Weber, Architect 41 East Maple Rd. Greenlawn, NY 11740 RE: PATRICK & DIANE KELLY 215 HARBOR LIGHTS DR., SOUTHOLD SCTM#71-2-6 Dear Mr. Weber. The Board of Trustees reviewed the site plan prepared by Frederick R. Weber last dated December 19, 2011 and determined the proposed second and third floor additions to the existing 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, Jill M oherty President Boar of Trustees JMD:Ims New York State Department of Environmental Conservation Division of Environmental Permits Building 40 - SONY, Stony Brook, New York 11790-2386 Telephone (516) 444 0368 Facsimile (316) 444-0360 TeM P. CONll June 2, 1999 LETTER OF NONJURISDICTION TIDAL WETLANDS Mr. Patrick Kelly RE: 1-4738-02257100001 30 Cathedral Avenue Kelly Property Garden City, NY 11530 215 Harbor Lights Dr., Southold Dear Mr. Kelly: SCTM #1000-71-2-6 Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of the functional bulkhead greater than 100 ft. in length, constricted prior to August 20, 1977 as shown on aerial photograph #72-2024 dated April 6, 1976 is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under, the Tidal Wetlands Act Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15 to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, MMR Permit Administrator cc: K Gralton, Inter-Science 6MHP File I'd CP77-JW-CIC 6ua~ uni rli i'nn i i r~ (nva FORM NO. 3 NOTICE OF DISAPPROVAL DATE: Oct. 17, 2011 To: Fred Weber for P & D Kelly 41 East Maple Rd. Greenlawn, NY 11740 Please take notice that your application dated October 4, 2011 For to construct additions and alterations to an existing dwelling at Location of property 215 Harbor Lights Dr., Southold NY County Tax Map No. 1000 - Section 71 Block 2 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 20,000 square foot parcel is not permitted pursuant to Article XXIII Section 280-122 which states; "Nothing in this article shall be deemed to prevent the remodeling reconstruction or enlargement of a non-conforming building containing a conforming use provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The proposed additions/alterations upon completion will have a single side yard setback of 13.3' and combined setbacks of 26'. Therefore, the proposed construction is not permitted pursuant to Article XXIII Section 280-124, which states that non-conforming lots measuring 20,000 square feet in total size require a single yard setback of 15 feet and combined setbacks of 35'.. In addition, the proposed construction is not permitted pursuant to Article III Section 280-14 which stipulates two & ahalf as the maximum number of stories permitted The proposed plans indicate a third story. Authorized Signature CC: file, Z.B.A Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. BOARD MEMBERS OF SOUj Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179 ~ Q Southold, NY 11971-0959 James Dinizio, Jr. #f Office Location: Gerard P. Goehringer G e Town Annex /First Floor, Capital One Bank George Homing 54375 Main Road (at Youngs Avenue) Ken Schneider YCQUlm Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 19, 2012 ZBA FILE: 6519 NAME OF APPLICANT: Patrick and Diane Kelly PROPERTY LOCATION: 215 Harbor Lights Drive (adj. to a canal), Southold, NY CTM: 1000-71-2-6 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated Nov. 3, 2011, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his recommendation dated November 29, 2011, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 20, 000 sq. ft. waterfront parcel in the R-40 Zone. The northerly lot line measures 100 feet along a bulk head on a saltwater canal. The easterly lot line measures 200 feet. The southerly lot line measures 100 feet along Harbor Lights Drive. The westerly lot line measures 200 feet. The property is improved with a single family dwelling, an accessory i~n_ ground oool, hot tub, and a dock on the canal, as shown on the site survey drawmgi 1 by Freeerick R. Weber, Arc teli ct, dated Sept. 23, 2011, and last revised Nov. 1, 2011. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article III Section 280-14 and the Building Inspector's October 17, 2011 Notice of Disapproval based on an application for building permit to construct additions and alterations to an existing dwelling at: 1) less than the code-required minimum side Lard setback of 15 feet; 2) less than the code required combined side yard setbacks of 35 feet; 3) more than the co a permitted number of stories of two and aTia-M.. RELIEF REQUESTED: The Applicant proposes to construct alterations and additions to a single family dwelling with existing nonconforming side yard setbacks, by expanding upwards within the existing building foot print. The Applicant has to request variances to retain the same 13.3 ft. single setback, and 26 ft. combined side yard setback that already exist, because the proposed construction increases the degree of nonconfortntty from the Code required 15 ft. side yard setback, and 3511. combined side yard setback. The Applicant also requests a variance to construct n1~G~third floor livable space consisting of a 392 sq. ft master bedroom suite including a bedroom, a bathroom, and dressing, and sitting rooms, when only 2 1/2 stories are allowed by Town Code. Page 2 of 3 - January 19, 2012 ZBA File#6519 - Kelly CTM: 1000-71-2-6 AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code, particularly in reference to the design of proposed third floor living space. The applicant at the public hearing on Jan. 5, 2012 submitted a revised site plan that removes the proposed third floor master bedroom/bathroom suite, and shows a family room in the center portion of a 392 sq. ft. third floor, with storage areas on either side of this room, thereby bringing the plan into more conformity with the codes. ADDITIONAL INFORMATION: The Applicant's property was the subject to , rior ZBA decision #4683, dated May 5, 1999 concerning the proposed construction of an in ground pool. 1e ile contains a Letter of Non- Jurisdiction from the NYSDEC dated June 2, 1999, and two letters from adjacent neighbors stating support for the Applicant's proposed project. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1, 2011 and January 5, 2012, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, an assessment of the character of the neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances for the proposed single and combined side yard setbacks will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The setbacks of the building's footprint were established when the existing single family dwelling was constructed in 1988 under a valid building permit. The footprint will not be changed by the proposed additions and alterations. Grant of alternative relief for the proposed third floor living space will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The third floor space will be created by roof alterations that will not exceed the maximum building height as permitted by Town Code. Adjacent neighbors submitted letters of support for the Applicant's proposed renovations. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant to retain existing non-conforming single and combined side yard setbacks cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The Applicant has proposed alterations and additions within the existing non-conforming setbacks of the building footprint that will increase the degree of non-conformity, and therefore do require variance relief. The benefit sought by the Applicant to construct a third floor bedroom suite cannot be achieved by some method, feasible for the Applicant to pursue, other than an area variance because the use of any third floor area for livable space requires an additional variance from Town Code. 3. Town Law &267-b(3)(b)(3). The variance granted herein for a single side yard setback of 13.3 ft. represents a +11% reduction in the required 15 ft. setback. The variance granted for a combined side yard setback of 26 ft. represents a +25% reduction in the required 35 ft combined setback. Considering the facts that both setbacks already exist, and that the building footprint will not change, the two variances requested shall be considered as not substantial. The variance granted herein by alternative relief to construct livable space on a third floor is substantial, since third floor additions are not allowed by Town Code. The total height of the building will be below the code required maximum height of 35 feet. The variance is granted for space to be used only as a sitting room, and for access to storage areas, and to a proposed attached roof deck as shown on the revised site plan A5 drawn by Frederick Weber, dated Dec. 30, 2011. The entire building will be equipped with a fire suppression system. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The alterations and additions will be constructed within the existing building footprint. Storm water runoff will be contained onsite as required by Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The Applicant purchased the parcel after the Zoning Code was in affect, and it is presumed that the Applicant had actual or constructive knowledge of the limitations on the use of the parcel under Zoning Code in effect, prior to, or at the time of purchase. Page 3 of 3 - January 19, 2012 ZBA File#6519 - Kelly CTM: 1000-71-2-6 6. Town Law &267-b. Grant of the requested relief for single and combined side yard variances is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of alternative relief for the construction of a third floor sitting room, with access to a roof deck and storage areas is the minimum action necessary to enable the applicant to enjoy the benefit of third floor livable space, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Scneider, and duly carried, to GRANT. the variances for single and combined side yard variances as applied for, and shown on the site survey drawing AI by Frederick R.'e erWT Architect,, date&Sept. 23, 2011, and last revised Nov. 14, 2011. i DENY, the variance for the proposed third floor addition, as applied for, and; GRANT ALTERNATIVE RELIEF as shown on the site plan labeled A1, drawn by Frederick R Weber, dated September 23, 2011, last revised November 14, 2011 and the architectural drawings all dated September 23, 2011, revisions noted for eac page, labele our atlon dated revised September 26, 2011, A3 I" floor dated revised January 5, 2012, A4 2ad floor dated revised December 30, 2011, A5 3rd floor dated revise an 5 201 , a ed revised Janu , 2012, A7 elevations dated revised October 12, 011 and A8 sections dated Septem er Conditions: I will not contain any bedrooms, sleeping areas, kitchenette or bathroom. be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote ofthe Board: Ayes. Members Weisman (Chairperson), Goehringer, Schneider, Dinizio, Horning. This Resolution was duly adopted (5-0). ~+9(itti Leslie Kanes Weisman, Chairperson Approved for filing(a, lag /2012 Town of Southold ® Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM ~'~y,• PROPERTY LOCATION: 8 MUL a: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSWN OF A 6p STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN T)TsTrTcT 15 n 'Hr cT -faT' CERTIflED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM # / WORKASSESSA[Wr Yes No a. What is the Total Area of the Project Parcels? 1010'v cr-. New ++ZtLLTkr N wI, - - (include Total Area of all Parcels located within "WrAq~ l.or MglMplsl p*d Rena n All Stone-Water Run-OR the Scope of Work for Proposed Consbuclbn) Generated by a Two (2") Inch Raidall on Site? ? b. What Is the Total Area of Land C (ss•/ACm) (This Rem WE Include all run-off created by site 3 an a Ground Disturbance for ~ leamg (0®o S 'r. clearing and/or construction activities; as well as all proposed ++A a?bgPrhLSma site Improvements and the permanent creation of Impervious ceps it Ground surfaces.) . a~ M(aP.rAaa) ) 2 PROVIDE BRIEF PROJECT DESCRIP'ITON (ROde.AddkWPagarNmdMQ Drainage Does the Location? Proposed This Structures Indicating Size Survey Sie & Show An m This Item shall Include all Proposed Grade Charges and X G'~ "flJ X11 1rS 4s~ l"jZ?bZlt~p Slopes Controlling Surface Water Flow. - 3 Does the Site Plan andfa Survey describe the erosion and sedirrient control practices ymt WE be used to 1 Gonad are erosion and storm water citscherges. This ~1StMk. t?~~p 1 Rem must be maintained throughout the Entire Conviction Period. 4 WE Oft Pr0lW Require.arry Land Filing, Grading or El ~NpV~t1~1 b1~1~ ~ ~~y~ Excavation where there Is a change to the Natural KZ ` `A Existing Grade Involving more than 200 Cubic Yards A of Material within any Parcel? LND 1 tLgg 5 Will this Application Require Land Disturbing AcRvides Itroo tllo" ee ~V C~2 ~y~ H l 1~ n Encompassing an Area In Excess of Fire Thousand ? x t + (5.000 S.F.) Square Feet of Ground Surface? NDP1 10-?dOAN 6 Is there a Natural Water Course Running tlvagh the ? Site? Is We Project within the Trustees Jurisdiction X General DEC SWPPP Regulmo a ds : or within One Hundred (100 feet of a Wetland or Subtrdmlon of a SWPPP Is required for all Construction activities Involving cop Beach? VeMax o disturbances of one, (1) or mom aom: mauling asmdrenrosar laid than ere acre that 7 WBtllere °W 6. am pad or a "r common plan that will uMNmeny dtsarb one Or more aaee of land: which Exceed een(15tlonon e Skpas excluding Combodion activities kwdv6ta sop dByrbarnces of less than are (1) ape where lgajj (1 o feet of Vertical Rise to the DEC has daemdned that a SPOES pemdt is required forsmm aaterdtrdtram. R aiv N% 100') of Hahontal Dbtar X ? (sWPP.P'a Shan meet the Widen r, Requirements of the SPDES Demand Permit . $ W RN rkl q }~gassorwr - rvi us a ~n for Stmt Water Discharges from Corebudion acWNy.-Permit No. SP-0.10,001.) Surfaces be Sloped to Died ° I 1. The SWPPP shay be repamd prior totha submMei atha NO1. The NOl dm1 be Sto r von right t f way? suhmmad t the Depaboare pdorto the mmmr~ment of txxaI coon adw. into and/or to the direction of a Town of-way't 2 The SWPPP da0 dasaroe do ercalrn andsedtrmnt control practices aid wham 9 Win this Project Require that Placement of Material. required, licall-construction sbmwater management practices thatw?f be used and/or Removal of Vegetation and/or the Construction of m arty nsmmred to reduce the poker s in dorm water discharges and to epee Rem Within the Town Right-of-Way or Road Shoulder compusno, wM mm terms and oontNtlms of the pemi0. in addpbn. to SWPPP shall Area? trade sun .m norbrmeethe Nehdana F-1 X- 1dan14y POW" eoiacos of polutlun which may reawnabiy be expected to affect am a,Mw'oaPenat quapydaomwabrdisdeges. NOTE NAny Arawwt* tAtseom one hough Nhpb Answered with aCleek Mark S. All swPPPs that require are postconsbudbn dam water managenmrd pre floe In a Box and the eonebuction are dbtorbance Is between 5.000 coupon e d alms be prepared by a quelled Design Pmfmdcoa New York a Stmt-ovate, Gracing. D Freston Control Plan Is bRe Re aF. a 1 he a area, Must o grared by the 7mmsf that Is Imowkdgeabia in the principles and Practices dsmmWaterMa srManagemL Southold mhold all Nuet be M Submitted nhM for Review Bert bmruge mAnY aapdkng Pwrolt MOTE AChockM k(y+)w&wAts+erireedr MmsUmbRSgaedfaa CpnplsNAppk0m) STATE OF NEW YORK, Notar) Public, State of New Yo COUNTY OF SS r!o. 015L)6155050 ! Q s c!1 in Suffolk County W Commission =quires April 14, That I b being duly sworn, deposes and says that he/she is the applicant for Permit, - (Nara dldvauw/ 1 >~+imsrtij And that he/she is the ?......A.-.~.,•T \l~'."'~t.~ (gwrtx, Contractor. AgesL Capoiam oj6ov e'ec) Owner and/or representative of the Owner or Owners, and is drily 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 ofhis knowledge and belief, and that the work will be performed in the manner set forth in the application filed herewith. Swore to Wore me this,- ...........dayof...... 20.'a Notary Public: -P........... vSTf~...... P . tsq FORM - 06/10 T.O.S. "SWPPP" Preparation - Chapter 236 PorDep°rtt°entUsaOnly. ppdadnss: Storm Water Pollution Prevention Plan SCTM a• Property Review Checklist Checklist # 9 1000 QUIRED LAN FORMATION AND IMP MENTATION DETAILS: Does the St"ll Adeciprovide for and/or Indicate the Following:) i YES ; NO N.A, ExphnatWh foY NO orb Plan Sheet 1 Ora naye_ _ w a ns rmwater s to con rt a wo nch Ram II n te. ~ -III litilt _ Location pg. 2 Co - nstruction Phasl plan Indleatl uenca of-- Pn caged ConsWCUon ActlviUes - - - i _3 Gonerellaca~on Map_------------- - - ..._.._..,~iQi- 4 10j la a Slte Pon Drawn to Scab at 3 e0 fe et to the Inch - la er Ind,catm the Followin - i ' r----"' _ - _ _ - - _ b. §Ite Acres 9.SZe3SilJ? 4nMPrgp"Boundaries;- r----------------- _ c AO _ Made FeaWres on and wlhin 50 of the Progeny B OUntlary; Test Hole Data Indk _ft Scil Cliareotedstlce & Depth -Contou to Seasonal HI9_h Water Table; i iQ,~OQt _ - e nl . _ Property ElsvatlonsSMin.2j: _ f Spot Grade d lill E(evaUOns (or graang and Am PI- SWcbires: - t_p~y_ 9 L66IIIII iWdi i(TAreas $,lsolawTFSiswifhaF(inI marii sfonol if Diameter, " = E Ao:r 1E 5. Background lnPortnition about the3 c & eof the Pm escd PL _ P Jett, LOcaUOn&DOn of the Pro caed Chan es to the Site and All ExlsU Develo em on the slte Ind In the Followin a,.AlUmpcavatiliI il"LigJ9talAna9iLaW18aWrbancsB~CatalSJJx6rea MB:p 0------ b. All Excavation, Filing, Stripping & Grading Proposed and identified as to depth, Volume I~ i i .6 - c, All,r4reasR44urPDSc143Dg.andlor9rubbirtgL All Areas Where _ d. Topsoil - lstabeRemoved,Stockplled anti where Topso,l w,ll ultimate)r -1: O bO Pla _ = 17 a e All Temp° _rax &RAMgllint V Mffi= _Aetationtobe Pl- - aced on Slte f All ' - - l~ - Temporay Permanent Storm Water Rurw1F BMP Control Measures Pro osed $ ' - P - d ~OIOr - The Aetidpdted Pattern of Surface Drainage DuRr jFo ds of Peak R unoff - r i- - --J~-~y-~~ _ h The lACatldri a(alii Driveways, slaewallts, Patios, Structures UliliUes & Other .rmprovemetds-, IIfinjTemporary Accas TCcirrsUuotion Staging Areas. I TFiePxladnq'K'FlitalZ`onfoursana-ws oiETevedonsofthaslCe - - - a ns°heaaleoru,. Sequence ItistallaUon of All Warmed 5011 - E ros ion,Setlimentation ~ON~aSaN~u±CSj-131W- _ , 8 Stormwatar Runoff Control Measures. O, 7__Deserl lion of Pollu Prevention Measures that wNl be lm lamented L--------------------------- A Description of the Minimum Enuion d Sediment Control Implement4d for EaEh ~o_nsguedon AoW¢Ythat will result In Soll Disturbance. _ i~; ~ i s. DescrlP ot---_ & Weate matsriata - U4 .r L_tW_o p4 P_ _ Expected tobaStore dOn-Site------------------------------------ E? -K' 10. Temporary & Permanent SWI Stabllizadon Plan that meats the Current Version of the IL New York State Storm Water Des1$___-___ n Manual technical Standard, 0 ~tJ~ C~1~r0t.'R.6 ,pz ~ 11. General Site Plan and Construction D 16r the Pre sC. , 12. plmenslonsi Mabdild§a lAto, &etstalation Di lls for Al Eroston& Sediment Control Practice s. iJ~i~iQr---------`----------------------- Tem o _ Predtlceathat will be Converted to P anem control Measures. - 13. -1 r'-1 a9t t4. Im IementaUon Schedule for Ste In Te_ Eroaien Control Practice or BMP. - -~1~i-------- 15. Maintenance c to Ensure Contlntrous & EHectlve Operation of Emsicn 8 SedlmentControt trolPr Pradlcas. a----------------- INrr_}Y-.'g7--~.- Ka W6; S. Names of Potential Surface Waters of the State of New York ndMr V! S-4 that - maybe- ' r-'- mpactsd by DevelOprnenL ;r ( lil=,0, , , 17. Dellnaatlon of Storm Wifer Control Plan lm entation Res'onsibillUes for Each a_rt of the ~ , , , ProjectCogswWion3ite._ F----- - - 18. Al other Eidstin9 pati Iltet pes°rlb- - es Storm Water kunoff and/or NaWral DrainsgaConaSwales_WCBng, _ _ _ , , - 18. Identification of All Contractors) /Sub-Contractor(s) Rasponslble far Insin, "'--"---N---------------- tall Re RO and Main the Eroelon 8 Sediment Control Practices. ~ i~ i - - - - - - - Storm Water Ma"agosnsmt Control Plarr Wnl, list # 1 : 03-1.2 VS0 Town Hall Annex 411 Telephone (631) 765-1802 54375 Main Road INC roger. riche rtde6xw6n3.1s' o7 6u195o15.nv.us P.O. Box 1179 Sondiold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTEDBY: Date: Company Name: a:v 4E764;~ crl-lzl C- Name: License No.: Address: ~-O 0 -74~ 0 LQ 1Phone No.: 691 2,6s- / 6 JOBSITE INFORMATION: (*Indicates required information) *Name: A ~,Q rJZ-1r 1<'415Z / *Address: =;)/S- IIA0601L 471 IDIZIL14 *Cross Street: 6J.1 AJ P T4 M M,4C-- D[U tjr *Phone No.: 1~6 7- Permit No.: -3 --1 Ll 1 ~7 Tax Map District: 1000 Sectiom. Block: ::Ll Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) IV 62-td A~Z Q &,rJ C E- (Ze Me Rfff~ (Please Circle All That Apply) *Is job ready for inspection' YES NCO Rough In Final *Do you need a Temp Certificate: (29) NO Temp Information (if needed) 1 Phase 3Phase 100 150 200 300 350 Other *Service S;ize: Number of Meters Overhead *New Service: Additional Information: PAYMENT DUE WITH APPLICATION C. 82-Request for Inspection Form ~ 1 y I 1 1 q?s I~" a it io. 4 t F' ~r '~vu V iT M 4 V r ..w 6~!'-.nor.v.. ME .`-r •ssz~.h,.~,~y.+c'"3'i''~" ~i~ 1"~~ ~ ~K°4~. ^c ''~.ry~i 'nt.d :e ~ r _ _ - I - ~'~o~ C 5-~u~nk1 6 Sir_ 7 1 Aa" i ; ONO rhiZ. (tso FLT t~Y,IY~ x,15OfL I,I fol~°(`~ ~121V L 1.o i r Jf1tr. i~ s ; S i urwch .."yam' tl _ .t k' 34 r r i R • !N r i',~ i ,,r^•. _ - yrs.. i J 7 1 t Itsj's. gib- l . /Q• 1 Y 1Y If rr t n ~i..,-_, I • ~ F ~ _ {:ti's ~i.` M ' I is iR~ i, ~r;~ 3 j. 4 Ir7 .61,i'. pgy 14 ..J a f•` f- v ::1t?.. 1. - fit' 'i )QYw \'C:-~1~^~ - {~f -:7-~I i. I B.P. # 371{' 77 _ BUILDING PERMIT ,EXAMINER CHECKLIST. 'Date Submiitttte-d~:,'_Q~7 I °2Date Reviewed: g~ -a' Applicant: / i1),%e/ W /L Owner: / ~la~ 2 Estimated Cost Architectleltisgixeer- SCTM# 1000 - 7~ - 02 6 Subdivision: 7 ~L-6 M e V Zone: ^ Conforming? IVO Property Address: A l.S H J Y u 2 City: Pre COs? Building Permits (Open/Expired): BP_ _ Z / Go L w_, Info BF Go Z- , Info- BP -Z / C/o Z- , Info: BP -Z / C/o Z- , Info: BP -Z / C/o Z__ I Info: _ Si g#e & SeparRte Search Reauired? Y o&Determination: SToRMW/l.Tr=K RUN a,FF Lot Size'. 4 '0 °co ACT. Lot Size: ~1~ °OO '`f--tREQ. Lot Cov. A070 ACT: Lot Cov. x.04 REQ. Front ' 7 ACT. Front44.;VREQ Side ACT. Sidej3_3 ~Q. Rear S0 PROP" R ar SO REQ. Height. 35' ACT. Height S~4 Rest. BOTH SIDES 3!_kRE ACT ~ v /a 2 z~} roject tRI? ¢hatz -&4-c( R rr P4,4 ,0-T1V9) E E O t- THs'Fine A can. _ Waterfront Y r N? JW., 3 TNT, AA. If yes, water ody: r? Panel# Plood Zone: Bulkhead/Bluff Drstanee: ittT R4V ADDITIONAL APPROVALS REOUIRED QL,rgNS(~) SIGNED, SFALED_S4RVEy OR SE PLAN_ Suffolk County HealthQ or N - If yes, *Bed#: 10 *Date: 11/18/ I*Permit#: R/0-P'-000/ s own SepticY-N - If no, certification required:: Y or N Received: Y or N By: NYS DEC: PRE-UECVnn Y o G Date: o/ Permit 173 000/ or NAette/ Notes: Southold Trustees: Y 0 - Date: 4l I ~ Permit NJ 'Letter - , lNotes: Southold ZB aF Y,or N - Date: _L/ 11/ )9-Permit 6E M - Notes: -3~ Flc&rL Southold Planning: Y o- Date: Permit - Notes: Town Landmark C of A: YDTE: L *NYS CODE Vompliance (page 2): Y or N C°NTRgCTO LIctNSE• A015A LIT_v LIRBIL T vlW°-k k MENS Compevs }'rtod ?Arr.c.l• Notes: WSW, oeFV/SED Y4 - 0 ui ' d- dL 36 5 Fig t Fee Structure: a cu t~Pet4 -A3~ is P22 Foundation: SF ` 301 X 7OZ 4 First Floor: 3 7 `SF + Initial Fee: $ 006-fi~i . O Cl Second ,Floor: Q / SF + Additional Fee ( $ Other: 3RD FL, fbok7 SF SF X $ , Total: 7 3 a. SF + Initial Fee: $ + Additional Fee $ C of O FEES ~SC,OG AS BUILT FEE C TOTAL:S '31 71" $0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 20_ Wind Speed:. 120MPH QK Seismilc Design Category: B y Weathering: Severe Oh Frost Depth: 36" 0k Termite: M-H bK Decay: SCR Design Temp: 11 Ice Shield Underlay: YES oK Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS: Y/N WALL STUDS: YIN GIRDERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS: YIN ROOF RATTERS: YIN LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: YIN EGRESS 5.7 S.F.: YIN LIGHT 8%: YIN VENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAMO LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: YIN CERTIFICATION: YIN ENERGY CALCS -ON (RESCRECK) d-O ~ d TOTAL COMPLIANCE? YIN (RETURN TO PAGE ONE) New York State Insurance Fund Waskeiv Compensation & Oisabiilty Benefits Specialists Since 1914 199 CHURCH STREET, NEW YORK, N.Y. 10007-1100 Phone: (888) 997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE " 112849627 BURGER CONSTRUCTION INC P O BOX 934 COTCHOGUE NY 11935 POLICYHOLDER CERTIFICATE HOLDER BURGER CONSTRUCTION INC PATRICK & DIANE KELLY P O BOX 934 215 HARBOR LIGHTS DRIVE COTCHOGUE NY 11935 SOUTHOLD NY 11971 ~ j I POLICY NUMBER CERTIFICATE NUMBER PERIOD COVFRED BY THIS CERTIFICATE DATE G 777 885.5 169677 06/29/2012 TO 06/29/2013 8/15/2012 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 777885-5 UNTIL 06129/2013, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THESTATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND. WITH RESPECT TOOPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY, IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 06/2912013 IN OUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. EUGENE BERGER- PRIES ANN BERGER- V. PRES BURGER CONSTRUCTION INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validatcd on our web site at https://www,nysif.com/oert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 423767020 1.26.3 S b'd 2OS6S9L:Oi 6t,2SUEL1£9 NOIlDndISNOD 2135211-18:w"J 9080 2L02-9T-Df1d THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE uaT4rzHOLDERul it . THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: R the certificate holder Is an ADDITIONAL INSURED, Mo policypes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain Policies may royuire an endorsement. A statement On this certl0eate does not confer fights to the certificate holder In lieu of such endorsomont(s). 'ROOUOER Phone: (6a1)29M700 Fa,C (6311298-3850 CONTACT Roy H Reeve Agency, Inc. JOY H REEVE AGENCY, INC. PnAUT a& 20 BOX 64 r, E+d1: (631) 298-4700 {631) 298.3850 F.M.R. NATTITUCK NY 11952 rhra@royreeve.com 'MRFflA INSURER(S) AFFORDING COVERAGE NAICs _ INVAIAERA Interstate Fire and Casualty SITURED 3URGER CONSTRUCTION INC INSURER A 00 BOX 934 NauRERC :UTCHOGUE NY 11935 INSURER D: WlunFn I. mNRERi ' :OVERAGES CERTIFICATE NUMBER: 45032 REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED RELOW HAVE BEEN ISSUED TO 'THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHCR DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS, XC USIONS AND CONDITIONS OF SUCH POLI IE . LIMITS SHOWN MAY HAVE BEEN REDUCNU BY PAID CLAIMS, JeR TYPE OF INSURANCE 'Loo% 'AAM POLICY E"s POLICY F-zP SR.. „ _ w2A _ POLICY NIIMRFR A Vwmpmm 1 GENERAL UARIU1Y LH81002278 07120/12 ,UNITE 07I20113 EACH OCCURRENCE S 1,000,D00 X COMMERCIAL GENERAL U-SILITY 100,000 PN"JAISEa fEa ocannwl S CLAIMSdMOE 1.7x OCCUR MFD EXP (Any me perswi) S 6,1100 PERSONAL L AnV INJURY S 1,DOO,DDD GF.NERALAGGREGATE S 2,000,000 CENLACCRECAI'ELIM11' APPLIES PER I PRDOUCrS-CUMPIUPAGG S' 2,000,000 POLICY PRO LOG - J. LJEGT S GOMEWrO enJGLC LINT ANY A1,1T0 DODILV INJURY(POr pdnp,} s-- ALLOWNED SCHEDULED AUT09 AUTOS DOOII.y INJURY (Per ktltlenl) S HIRED AUTOS AUTOS ONMCD PNi,WkNTY - S " - FGll1l"OD UNeRRLLA NAe H OCCUR CnCH OCCURRENCE 5 F1F.Efa Lw CLAIMS-MADE AGGREGAIE S DF.D RETENTIONS - " WORKER& COMPIMATION - WO6TAII4 OTII AND - ANC EM PILYF31R1a' LIABIL WILT' TORY LIMITA CR E MY PROPRIETORrvMrRaRIERECUTIVE YIN E.L. FACN ACCIDENT { OFRCSRRlSMeu ERCLUOmT F MIA IMReda"n NMI 6L0155 1EfAEMPLDY W..eCRRR EE 7 IGN OF WF.RAtM NR IUnw E.L. DISEASE-POLICYLMIIT S -ESGRIPTION OF OPIdiATR)NS/LOCATIONS! VEHICLES (Attach ACORD 101, Addict RRal Remarks $Lhadulg N morn eases Ie nuulmUl :ERTIFICATE HOLDER CANCELLATION DPIOULD ANY OF THC ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Patrick & Diane Kelly THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 216 Harbor Lights Drive ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPREREMATWO Attention: ~ t Thomas A. Dickerson ;CORD 26 (2010105) 01 1 98 8-20 1 0 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD S £-d 20S6S9L"i 6b2Sb£LT£9 N(DaDndiSNOD N39dne:mo.ad 9080 2T02-9T-qnu CER'I IMCA'I'E OF INSURANCE COVERAGE TINDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed b Disabilifty Benefits Carrier or Licensed Insurance Agent of that Carrier Ia. Legal Name and Address of Insured (Use street address only) lb. Business Telephone Number of insured BURGER CONSTR l1(:"flON INC. 031-734-52(7 2515 PINE TREE ROAD Ic. NYS Unemployment Insurance Employer CUICHOGUE, NY 11935 Registration Number of Insured 7912749 1 d. Federal Employer Idend I ication Number of Insured or Social Security Number 112849627 2. None and Address of the Entity Requesting Proof of Coverage 3a. Name of insurance Carrier (Entity Being listed as the Certificate Holder) Zurich American Insurance Company ')'own Of Southold 58 South Service Road, Melville, NY 11747 Building Department Town Hall 3b. Policy Number of entity listed in box "la": Sotthold.'NY 1.1971 1973407 - 002 3c. Policy effective period: 1/22/2012'1'n 1/22/2013 4. Folic covers: a. X All of the employer's employees eligible under the New York Dkahility Benefits Law b-[] Only the following class or classes of the emplover'ss employees: Under penalty of perjury. i certify that i am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 811512012 By (Signature of Insurance carriers nutlaxiuil wpiesemalive or NYS Licamed insanmce Agent of that iuswatce carrier) Telephone Nwnher (831) 845-2200 Title Operations Manager IMPUR"I AN I - If box "4a° is checked, and this funn n signed by the in.• ce tamer's withorired repivseualivc ur NYS Licensed Insanmt'o Agent of that carrier, this oartiticatc is COMPLETE. Mail it dirteft to ate certificate holder. If box "4b" is chcekal, this cwthiicate is NOT COMPL FTF for purposes of Section 220, Subd. x of the I henhility fkw its law. It must be mailed fire awipl iron in the wrxken. • C..'4rmpensal.ion N wd, TM Plans Ameplance L1111t, 701'ark Sn'eel, Plumy, New York 12207, PART 2. To be completed NYS Workers' Com nsatlon Board (Only if box "4b" of Part 1 has been checked State Of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-natned employer has complied with the NYS Disability Benefits Law with respect to all of lusher employees. Date Sighed By (Sipature UNYS WarkeN' ColllpenwLa)n H(.NIrd Employee) Telephone Number Title Please Note: On(v insurance Carr&rrs Hcensed to write NYS disability bearfirr inrurarace policies and NYS licensed insurance agents of those insurance carriers are authorized to issue .Forn1 DR-120. 1. Insurance brokers are NOT authoriwd to lvaue dills form. DB-120.1 (5.06) S S'd 20S6S9L:c1 6b2Sb£LT£9 1,10m diSNOJ d3E)dn8:w0n3 9080 2T02-9T-9f1H D C G1 i f+ i • N ~ m 1 s ~ rL) CD m Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 0 M A DATE ISSUED: 61111985 Z No. 11146-H _ Ln e ~ SUFFOLK COUNTY Z Horne Improvement Contractor License w L4 This is to certify that EUGENE BURGER N doing business as BURGER CONSTRUCTION INC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. AdditiQual Businesses m - cn NOT VALID WITHOUT rruu DEPARTMENTALSEAL AND A CURRF_NT CONSUMER AFFAIRS J) o ; nXYQ ID CARD Director J N yn SURVEY OF LOT 44 MAP OF HARBOR LIGHTS ESTATES SECTION 2 SITUATES AT BAYVIEW, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK F. 0712611966 MAP NO. 4681 S.C.T.M. NO. 1000-71-2-6 AREA = 20,000 SQ. FT. CANAL ELEVATIONS ARE N.A.V.D. 1988 DATUM FEMA ZONE: ZONE X, ZONE VE 8 WOOD WOOD WOOD FLOOD INSURANCE RATE MAP BULK MAP NO. 36103CO167 H 69A B Dyp 5.3 X4 MD S 64'05'10"E 100.00 WOOD DOCK PLAG POLE HEDGE c UASTAL N MaNTIRIED 11/10/1990 j (ALB) 2.8'MOG11.E m ZONE FE mmamED Il/ URRM 10/1090 2.1'11. -8.7' TRW ZONE X POOl~ 4_071. COASTAL BARRIER LNGROUND D `MaIffa ED 11/78/1990 SWLNNVV I POOL 16.6' 88 ' HOT POOL TUB SLATE PA770 (7.3=7') iV ZONE % O U WALL WALL CONC. G1 V1 ~I? O LOT 43~ CSLO17T PAIO ZONE X LOT 48 tq 0L8 B. v zL O o 13.4 O 73.9' O WOpD p 2.7 O WOOD O STOOP O WOOD POOL COR. BEATER POOL 2 STY. 41w FJ17ZR FR. DWG. y 0.4'R. F..Ml I.9' FE.COR.E. G.F.EL9.7' \ 1.4' k GAR. 28.9' 1 .6 TREE 3.3' 18'8' CONC. LINE ~~p to APRON 17AMER lI HEDGE O A I 0.7'W 0.91R. GRAVEL UNDERGROUND DR IYEwAY WOODED 7-O / ':i WOODED 200.00' N 64-05'10"W 00.00' lLT•Lp.B wB'~ DOWN0 0 U.P. GUY LIL j) \ HARBOR LIGHTS DRIVE a (50' WIDE) M b~ GUARANTEES OR CERTIFICARONS ARE NOT TRANSFERABLE UNDERGROUND U0LI77ES EASEMENTS NOT SHOWN AND UTILITY POLE LOC477ONS ARE NOT GUARANTEED. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS. PATIOS, PLANTING AREAS, ADD177ON TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED SECTION UNAUTHORIZED 7209 OF THE NEW YORK STATE TEDUCATION LAW. I COPIES OF OTHIS SURVEY MAP PAT T. SECCAFICO NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL PROFESSIONAL LAND SURVEYOR, P.C. NOT BE CONSIDERED A TRUE VALID COPY. - SUCCESSOR TO - ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS DONALD TASE, LS. FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMA77ON OBTAINED FROM RICHARD WILHELM av0 A55acwr[S OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT HORTHSTAR SURVEYING P.C. PAUL T. CANALIZO, LS.. ROBERT A. KART, L.S. BE CERTIFIED. GOOD GROUND SURVEYORS, P.C. 328A Main Street Hampton Atrium Unit D-4 Center Moriches, MY 11934 186 W Monnyttsauk Hi hway Phone: (6 1 878-0120 HPhonte~(631) 728 5330 UPDATE: I1/O1 2011 Fox: (631) 878-7190 Fax: ((631)1 728-6707 FILE NO. T1621 SCALE: 1 30' DATE: 05121/2008 N.Y.S. LIC. NO. 049287 COPYRIGHT - 2011 PAT T. SECCAFICO P.L.S., P.C. C A N A L DOCK SUFFOLK COUNTY DEPART'WNT• pp HEALTH SSRvr CrS 8 Loa OP 10' ! BULKHEAD PEJtI~IT B?t gnfA~f)VInLO$ El +12.9' Pq)y(jj_y ~ Q~ 1~ A C.I. COVER DATE G/I G i 1- EI +10.8' O GRADE I' MIN. 10-[2-000 N er El +9.4' 2' MAX. El +9.T APPROVED EXISTING Pitch) 1/8' Per Ft N n CRAWL INVERT (Min. Pitch) SPACE EL +e.e' INVERT DISTRIBUTION LEACHING (MAXI1t1Ub1 OF EL +8.3' 1500 GAL. INVERT 14 T POOL (10'4) 3') N SEPTIC TAN EL +1.r' EL +ix POOL (10'4x3') QTY(4) 06 EXPnM THREE YEARS FROM DAM OF MINIMUM DISTANCE App9UNAL TO GROUND WATER II I El 10, 81 10' 10' EXISTING SWIMMING POOL SANITARY SYSTEM b Water Line(s) MUST Be Ins DISCONNECT EXISTING SANITARY SYSTEM 'A' X Ik_ EXISTINGy Suffolk County Dept, Of Health Sery~ R PROVIDE NEW SANITARY SYSTEM 'B' PATIO _ TING Call 852-5700, 48 Hours In Advance EXI "A FOR A MAXIMUM OF (L> BEDROOMS _ To Schedule Inspection(s). ' 1500 GAL. SEPTIC TANK (TRAFFIC BEARING) I'Q 0'------------ W/ C.I. COVER TO GRADE DIS ONNECY~ - EXI IIN.G_ NLIARY_' - (5) 10'4 x 3' DEEP LEACHING POOLS F------ W1 TRAFFIC BEARING COVERS --1 EXISTING SINGLE FAMILY - EXISTING DWELLING ` SINGLE FAMILY (PUBLIC WATER) , 1 - DWELLING TEST HOLE DATA 1_ PoIH ~___I PORCH J (PUBLIC WATER) (M[DoruW GeoSnence. Maq S. 2011) , (EI +9.1' t) `0K R. /r i CCe~ , 0.5• Dark Braun Loan OL AFL It, NsIr mo fm EXISTING 2-STORY Braun clew<y sand sc * ¢ l SINGLE FAMILY "A T d W8PE TION ti * DWELLING FM &AWARY 8Y$TM 41 zr . f Brown Sdtg Sand SM " FF EL +12.9' 4T TH P 5' Braun Fine Sand SP U~ AS.S G~ Y GARAGE °F tJ vv $ [Abapnlet dnt of existi ng sanitary system must be in Water n Brawl Fine Sand FREDERICK WEBER. ARCHITECT ~ rmance with departme t re uir!ment Submit f0onmc 41 EAST MAPLE ROAD ed formWWM.v'/ gprppf 1. GREENLAWN. NY 11140 =_y.__ ~1 r ' EXISTING + E. , - Lf'2f S,LP3,• DRIYEWAY PROPERTY OWNER: JANUARY 11. 2012 PROPOSED .opl {----Y o o' -Test PATRICK t DIANE KELLY REVISED: APRIL 2. 2012 SANITARY Ep. Cpl !~4 sa SYSTEM 'B' _ 200.00' BAYVIEW/ SOUTHOLD REVISED: MAY 11. 2012 +9.5' w e +10.5' TOWN OF SOUTHOLD REVISED: JUNE 13. 2012 SUFFOLK COUNTY. NEW YORK RrRout WeeerN w or OR ! I Serve (SWeved u/ SURVEY INFORMATION: 21/2** Pipe) to it EXISTING 1 PAT T. SECCAFICO, SURVEYOR Provide 5' Clawance WATER CENTER MORICHES. NY to Santarg Syateu METER 1 SURVEYED: MAY 21.2008 HARBOR LIGHTS DRIVE I ELEVATIONS ARE N.G.V.D. 1929 DATUM 1 > N I SITE PLAN SURVEY OF LOT 44 n I D MAP OF HARBOR LIGHTS ESTATES 1' = 30'-0" 1 w SECTION 2. SITUATED AT BAYVIEW I = FILED 01/24/1944 MAP No. 4481 q I 5CTMV 1000-11-2-4 RECEI V E® i LOT AREA: 20.000 S.F. EXISTING s SINGLE FAMILY DWELLING s (PUBLIC WATER) SU~~ Co. i 01'Fl9i i" R( S.C.D.H.S. REF. R10-12-0004 88-SO-36 MEAN HIGH WATER ALONG BULKHEAD SURVEY OF PROPERTY CANAL AT BAYVIEW S63'57•58'E (ALONG TIE ONE) 100.00' TOWN OF SOUTHOLD FLOATING DDGK SUFFOLK COUNTY, NY WOOD BULKHEAD- RAMP 1000-71-02-06 DECK . SCALE.• 1'=20' FE -T 05E ST 8,--2015 ,.6w I FSept. 18, 2(; (revision). x , 201 k1 T10 NS) O M r .J 1~ W U) LL 1O 1 ' ( t t t9 H 4 x n r-_ W a U i, -ila.I, I G - ,h LOT 43 I LOT 44 LOT 45 0 c, If g 1 'o t2 C 1. LD ~ ~ Y I-Q V' c. I ((``ITS:. ~3gS~ O I fao' x O i J I y N J9 N I r Y: Y POOL ;y ,T~ .u Or ?s _ „F^ c 0 O1t7 C) o ~~5 OLL r~ LL I LL ~ (n C Q4 EXISTING SEPTIC i~ HOT SYSTEM (88-SO-36) , L,p r~ TUB 6T 1` LF lll J Qa no so. A B ST 41 21 ' go' LP 1 15' 1 49' LP 2 10' 39 LP 3 26' 31' FE \ LP 4 20' 45' O.6'E 133' 12.0 LP 5 26' 35' x PORCH LP 6 26' 43' yo a3 .0 SCREENED LP 7 30 35' w lab' 2d0 0 7. PORCH U TV xW q W 23.2' 721E- 0.11W ~i 1.9'E TWO STORY b FRAME HOUSE x Ibi N 29.0' 1.B• Ln Z 138_ _ A 19.6' °j )d6' APRON 2 B W COLUMN i "STONE m ELECTRIC METER LP LP 1 2• LP ASPHALT LP ` LS 03 LP ASPHALT 7 n ~i 200.00' U7huTY POLE UNDERGRND. 54'0„5.10" - PROPANE TANK W.MN.- fOO.OO I t:- 6- UTILITY i - - 1 $e[EAD APRON ' I WATER HARBOR LGHS LY FOR ROAD ~EpF FIRE SUPPRESSION SYSTEM) f ARO T 11E LINE §u i f LOT NUMBERS REFER TO "MAP OF HARBOR LIGHTS" N(lV 0 6 2013 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON a/t'b $c5 3t3 JULY 26, 1966 AS FILE NO. 4681. SUFF. CO. HEALTH SERVICES N.Y.S. LIC. NO. 49618 ANY ALTERA770N OR ADD177ON TO THIS SURVEY IS A KOLA710N OFFICE OF WASTEWATER MGT. ECON C YORS, P. C. OF SECTION 72090E THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECT70N 7209-SUBDIVISION 2 ALL CER77FICA77ONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 13-229 REScheck Software Version 4.4.1 Compliance Certificate Project Title: Kelly Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 20% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 215 Harbor Lights Drive Fred Weber Southold, NY 11971 Architect 41 East Maple Road Greenlawn, NY 11740 631 754-5555 fweberamhitect@yahoo. com Connpiantte~ Passes using UA trade-off Compliance: 3.9% Better Than Code Maximum UA: 915 Your UA: 879 The % Better or Worse Than Code index reflects how dose to compliance the house is Oased on code tradeoff rules. It DOES NOT provide an estimate M energy use or cost relative to a mimmumoode home. Gross Cavity Cont. Glazing ILIA - Assembly o• Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 2923 30.0 0.0 102 Ceiling 2: Cathedral Ceiling (no attic) 400 30.0 0.0 14 Wall 1: Wood Frame, 16" o.c. 5522 21.0 0.0 249 Window 1: Wood Frame:Double Pane with Low-E 876 0.320 280 Door 1: Solid 24 0.400 10 Door 2: Solid 18 0.400 7 Door 3: Glass 244 0.330 81 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2611 21.0 0.0 115 Floor 2: All-Wood Joistrrruss:Over Unconditioned Space 457 30.0 0.0 15 Floor 3: All-Wood Joist/Truss:Over Outside Air - 188 30.0 0.0 6 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 4.4.1 and to comply a mandato requirements listed in the REScheck Inspection Checklist. t>J -7/~~ Name - Title Signature Date i Project Title: Kelly Residence Report date: 07127/12 Data filename: Unlitled.rck Page 1 of 3 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ? Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: ? Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: Windows: ? Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? - Yes No Comments: Note: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ? Door 1: Solid, U-factor: 0.400 Comments: This door is exempt from the U-factor requirement. ? Door 2: Solid, U-factor: 0.400 Comments: ? Door 3: Glass, U-factor: 0.330 Comments: Floors: ? Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-21.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ? Floor 2: All-Wood Joistrrruss:Ovef Unconditioned Space, R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ? Floor 3: All-Wood Joist/Truss:Over Outside Air, R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ? Recessed lights are either 1) Type IC rated with enclosures sealed/gasketed against leaks to the ceiling, or 2) Type IC rated and ASTM E283 labeled, or 3) installed inside an air-tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Sunrooms: ? Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Project Title: Kelly Residence Report date: 07/27/12 Data filename: Untitled.rck Page 2 of 3 ? Materials and equipment are installed in accordance with the manufacturer's installation instructions. Fi Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ? ^ Materials and equipment are identified so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Li Duds in unconditioned spaces or outside the building are insulated to at least R-8. FI Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Fi Air handlers, filler boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Lj All joints, seams, and connections am made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 181 B. O Building framing cavities are not used as supply ducts. O Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. F-1 Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: - O Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: O Circulating service hot water pipes are insulated to R-2. O Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: ? A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-condifioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Project Title: Kelly Residence Report date: 07127/12 Data filename: Untitled.rck Page 3 of 3 2010 New York Energy Y Conservation Construction Code Certificate Insulation Rating R-Value Ceiling I Roof 30.00 Wall 21.00 Floor/Foundation 21.00 Ductwork (unconditioned spaces): _ Glass & DDoor Rating U-Factor SHGC Window 0.32 0.27 Door 0.33 0.21 Heating & Cooling Equipment Efficiency Heating System: - Cooling System: Water Heater: Name: Date: Comments: I ~I I Roof JiL3„ 13" 3„ 13„ _________________JIL------------------- JIL 2 1/2' 1 2 1/2" 2 1/2' i 2 1/2' 2 1/2" i 2 1/2" ---T----i i ---r-------T----,_2 I/2' I 1 I I I I I I I I I I 1 - I i 2 I/20 ,-----j------~_2 I/20 1 1 M. Bath Bath 2 i 1 Bat3 I 1 i-- I I I -I I I I I I I i I I I 1 1 1 Bath 5 1 Bath 1 4 1 1 Q7 1 IY2' I IY2' 1 1 2' 211/2* i 1112" 211/2" 1 IY2' 2 1/2'1 IY2' 211/2' I V2' 2' i I I{2' 211/2' 1 IY2' i I ly2" 211/2. I IY2' I I I I I I ~ I i I i I i I I I I I I 1 I I I ~ 1 1 1 i i 1 I 1 1 I 1 I 1 2nd Floor- I 1 1 1 1 1 I 1 I I I I ----I ---I----- - - - - - - 1 12' 112'---- 2^ 2" 3" 112' 3" -11 12' I 11 11 2' 3" 2" 1 11 2' 2" - - - - - - - - - - - - - - - - - - - - I 2- C.O. - I - - - - - - - - - - - - 3„ I 1 C.0.I C.0. I C.O. - 3" 3„ 1 3" 1 1 3„ 2 1/2' I I/2' - - - - - - - - - - - - - - Laundry 1 1 Bath 11 Ppwder I Kitchen I lt2' i 2 V2' 2' 1 1~ 2• 2 IY2' 1 Q2' 1 IY2' 3" I 1 1 I n W 1 1 I 1 DW W I 1st Floor 1 ----1- ---I-- 3- _I 1 2' 1 1 2F.A. - C.O. 2„ 3" 3" 2N C.O. 12. I To Approved C.O. 3" C.O. C.O. Sanitary System Budding Drain, 4" Diameter, 1/8" per Ft., Min. Pitch CrawlS~ace------------------------------------------------------------------------ ~EFtED qqC PLUMBING SCHEMATIC NOT TO SCALE Q~Ga %GK R' ~y~FO KELLY RESIDENCE SOUTHOLD. NY * A ST'9 ~asge Y RFREDE' OBERT F RECEIVED ~ WEBER JAN 18 2012 ARCHITECT BOARD OF APPEALS C A N A L luul WOOD FLOATER (6'x20') 0 RAMP 5wos,10'E E 06• I0• E BULKHEAD 100"~~ LANDING N.Y.S. DE.- MOTES: nn~ DOCK "LETTER OF NON-JURISDICTION" luul 3DICTION" BEHIND FUNCTIONAL BULKHEAD C? LONG CONSTRUCTED PRIOR TO T 3ULKHEAD GREATER THAN 100' PRIOR TO AUGUST 20,19-11) O HOUSE 15 IN FEMA ZONE: X IE: X ~j 4 V FLOOD INSURANCE RATE MAP MAP NO. 3610aC0161 H TE MAP ^ n W m' uG M F iM F N I m m R W R W 18.1' (Ewating) EXISTIN EXISTING PROPERT r' OWNER: INGROL SWIMMIN INGROUND PATRICK Y DIANE KELLY SWIMMING 18' `KELLY UuIJ POOL POOL BAYVIEW/ `,:)JTHOLD 38' O TOWN OF S'AITHOLD 100 les' lO Mms tang) O SUFFOLK CCANTY, NEW YORK U YORK O SURVEY INFORMATION: N F EXISTING STONF I EXISTING STONE PATIO a GRADE I yv PAT T. SECCAFCO, SURVEYOR ACENTER MORICHES, NY URVEYOR n51 Tab )Lip--Jl SURVEYED: MAY 21, 2008 ti )08 ° Greaa _ ELEVATION ARE N.G.V.D. 1929 D/ Y.D. 1929 DATUM DRAWING TITLE: EXI5TING STONE II EXISTING STONE PATIO a GRADE LOT 44 I I , LOT 95 SURVEY C` LCT 49 LOT 43 I Remove la, ~ li I sty a EwapnO I MAP OF HHA,PBOR LIGHTS ESTATE gL Nav BluvaL°ne Remove -4TS ESTATES SITE PLAN f', I l5tepe~ scii p' gL`p• celie~°y SECTION 2, SITUATED AT BAYVIE t AT BAYVIEW I~ T II k - T - - entry - FILED 01/_ /1966 MAP No. 9681 P No. 9681 13.4' I i i i I 12.1' (Exuubng) ew c /tWithin €xlating ev c of eCk upper IC .apng) p R in Eating x Shedl New Screen 1 SCTMV 100;:,-11-2-6 Re ers °rGRe efS , in E ;i~a LOT AREA 2:.),000 S.F. F. Re er a le ADD a Re er el le LEwepng Foot nnU Ramp. B 1e UN ADD DER KNEW OF R dge j g ap ZONING: R-40 1NDEra Rid Rid e I (NON-CONFORMING LOT 20,000- Rld e YARDS: WFINCIPAL) ~T 20,000- 39,999 SF) JOB: RENOVATION/ Sha Shed -STOR FRONT 40' ADDITION I I SIDE (ONE): 15' a, I SIDE (BOTH): 35' KELLY RE5IDENCE 'I I ~ ~ -9 Shed I~I B REAR: 50' d' ) r 1 IY Drmr I 25 HARBOR LIGHTS rMVE I I Ffr EL 12 1 O BULKHEAD: lb' SOUTHOLD,IY !m cf".g, Re erne She Re erne !Shed ' Re erse i5 he to HEIGHT (MAX.): 351, (2 1/2) 5TOR11 1/2) STORIES TOWN OF SOUTHOLD i0 R, e _ Ga61e Gak le s.i m LOT COVERAGE: 20% SCTMW 1000-11-2-6 Im 13.3' 1 - - - - - E a cting e (Ewepne) IN Were N ZBA Appeals #4683 Approved Lot C (Included 10'x38' Deck= 380 sr, Patic Foved Lot Coverage to 4812 sf or 24.06% 380 sr, Patio at Grade Constructed Instead) ARCHITECT. d) ~t~v WP WALK EXISTING LOT COVERAGE: :z x m DRIVEWAY HOUSE W/GARAGE: 3148 st FREDERICK R. WEBER e J m 3148 sf (Surve or/ZBA) 41 EAST MAPLE ROAD 9 GREENLAWN. NY' 11140 POOL (38'x18'): 684 SF 684 SF 52 NOYAC PATH FRONT STOOP: 50 SF 50 SF WATER MILL, NY 11916 200.00' TOTAL: 4482 5F 4482 5F TEL 631 154-5555 FAX L31 2L1-1004 NL1.06'10"W ' 06' 100 W 100. 0' I 4482 SF / 20,000 Sr = 22.41% F = 22,41% I BEAK I a ~alcK ~ H A F B O P t R B O R LIGHTS DR I V E F It ~ I LL OF I Af o I I I w I ~ 0 NOV 14. 2011 ,I w SITE PLAN Noe NOV 1. 2011 OCT 12, 2011 1" = 20'-0" REV.: SEPT 2L, 2011 0 z DATE; SEPT 23. 2011 SCALE : I' - 20' JOB NO: W201105 I, DRAWING NO. 26A FINAL MAP I / ~ _ SEE DECISION ~-0k -J G1fL f'fl I OF AB R~cFf~F ?qN y U ~ M eoARO o~ Zo1Z FREDEROCK ROBERT I AApSACS WEBER ARCHOTECT I 13'-6" 13'-6" (Ewstlhg) (Ewating) 2: 22'-10" W-0' ~I 3 L' a,-O, r____________________________________________________ I ~ i m I I m Backflll Existing Crawl Space t_18 J i ~ I I I in III iM I I IJNEXCAVATED ill Backfill Existing Gravel Space ~ I O I Area of Ex sting let Floor I~_~~' UNEXCAVATEO I 1 no 'im W I I Converted to Porch Spacer ~~on I I ~ j in Illi~ N i :n I I m Ir. Area of Existing Ist Floor I I M I New e" Conc. Block Wall on )~I i~ Converted to Porch Space nV~ --__-_-I - 20"xl0"_Cant._P. Conc. Ftg.____ _I_ r- r- l o I l u~ul r I i - f~fLl r~~' v = d I I New 8" Canc. Block Wall on j I I I III LL: rn I I 20"x10" Cont. P. Conc. Ftg. I I i I I - III LL m Existing' I 8 -8. 1 1 I III x x O x Chimney I I c, I III I I I i I Q, c LL X x Pier I I O W ~ r III I I X III I I ~ III ~ 7 1 r ~ W I ~ nn~ - r W-, r___~ \ (3) 2x12 Girder (Exist g) I I ___I I I ^ I I I (3) 2x12 G I lr=&r r _L-- y, -_-_-_----__-_L Iuui E__E E--:--=e.e-..e I..e e.I L©I L~I L __J ( I rJ 8'-3' 8-~~ 1 4" 1 0" l -0" 6 -3" r I I I I 1 I I ul I I ~ III I ~ III o o° I I ~ LL III I o I I ' I I t :III I I ~ ( ~ I I _ I I I I ? III m ExistinI I °i - x aml= g it O I i o-9 DRAWING TITLE: j - m Existing O III CRAWLSPACE iL LL ra 0 v IL"xlb" Conc. BI. ry III w p O 1 I FOUNDATION Piers on 29"x24" I I -x P. Conc. Footings 111 y a I 1 N 1 I i (Tgp.- All Piers) III I I ' I I I I III \ I I III O ~ I ~ 1 - i (3) 2x12 Girder (Existing) ~ ©I I I r-- _ iv Q = E °M _ E II ~ I I ev i I I - . e e = e ' O c II _ m R W r I I III I I J . r L ~ L If= i I III III III I I i I I I I III III III I I I I III 1 JOB: I III III Existing 1 III III it ~ III I ~ I I RENOVATION/ chimney r-- I III III j III I ~ ~ I I ADDITION Base I I III III Removed i -I-_I_ KELLY RE51DEdCE rrnli-~ i i I I 1 I ° - U 1 III I I III a i u i VI 25 HARBOR LIGHTS 0MVE 1 I o r I ° I Brd • I III j I I I' I SOUTHOLD,NY I 9• Existing L III - Midpoint V - ~ Ip I I I TOWN OF SOUTHOLD Baseney (Existing) III m III I I i i' u. Ip I 1 I 5CTMa 1000-1-2-L I 1 w IL III III i LL 1 w' t] 'III III O R k 'III I Existing I I p W .III x O W a Iii I { A UNEXCVATED I I ARCHITECT: I ..L K LL III III N ' New... .r.... I rv In In N III Chimney I III III Base I 1 N III III °p III O I 1 a N III I I N w FREDERICK R. WEBER I I III III III 01 III I I I 1 41 EAST MAPLE ROAD I I I n1111 III ~ \ I I I `III III " nl I GREENLAWN, NY 11140 _ r1 52 NOYAC PATH (3) 2x12 Girder (Existing) I I^ I £-_o--.e---e.L~_-€1== e l le=--=_=_-_ __I 31E Ivc-eee=---- _ ~ I I WATER MILL, NY 1141L t-- r-----------1 I II I I I I I i ~ I I I I I I III , I I ~ I I TEL L31 154-5555 FAX 431 2LI-1084 III 201-10" ~ 18 I 5E .SERF-ARC LL III I I U-11 1 I ~ I I I I ~ I ~ III I I I I G~5 ~GK R. QTR ry~~C,r -i 'I - 01 III I I I 4O y< I ~Illm I I _ ~ LL III ~ °LL IIIIII ~ !52 ~ O LL x R O II W O r III I I 1 m p W „ I O!. I K III x r-- I I O c I I tY . I I nl I 1 cn In O I I iv ~ ~ ri`~ ISfi00 `I m 11 r_______________s III ' I I I I I III I I I I III i I \ `III i III__~ I III _ R 1 __i 1 c W I - I ~ ~-sir----- - m m - - - - - - - - - - - - - - - - - - i New Front Stoop I i t i i i i i I i ~I REV.: SEPT 2L, 2011 Y~ i i i li I L____;_____Line bf-SGep ______i i DATE: SEPT 23.2011 I1 SCALE : I' ° 20' 191-3" 191-3" 191-3" 291_01 ' (Existing) (Existing) (Existing) ,sting) (Existing) JOB NO: m201N'S5 i r~ DRAWING NO. - Note: Existingg Footprint of House to Remain. Proposed Rear Porches are Created FOUNDATION PLAN within House Footprmt. All Enclosed Addditions Occur over Existing Footprint. I/9" I'-011 NOR. ZfiA FfNAL MAP ~ SEE OELISION d OF AS 6 go JAN 1 ~ 2012 RFREDERUCK OBERT ARD OF4Pp644S WEBER ARCHOTECT i ~ t~woJ -1~ -1 Cn fz.h~"G I Q i I ! ' ire... _ - fir' I - --~"r.- no a~7~k.`(`I ion I~~ nvn~n luul j~ ~ lli'II r i/ j 1{ p (r` ..;r j pay- k' j ~ I I I TAN I i p _6 L ~u snnee I I _ I I I a J. bvo ~INk aw I~9Kt,, ov~D. rte' Q j Z DRAWING TITLE: 3 I - - -Z A- 15T FLOOR V 1 v j" + j g_W a scr~ss u- 14.• 1 ;I r~ 5' o .K-P. C y , 1 JOB: RENOVATION/ i ADDITION KELLY RE51DENCE 1 „f P 1r - - 215 HARBOR LIGHTS DRIVE aVU ~nV~u. ni rt~ ~~~o~ I ~ ~ I r TOWN OF SOUTHOLD 2 CtarZ_c_ SCTMII 1000-91-2-L ARCHITECT: L- I LMm FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11940 I 14Jc 16 S,F 52 NOYAC PATH S _ WATER MILL, NY 11991. - X17 7 I ~ lA< TEL 1.31 954-5565 t/,~,~ QQ1yy~ FAX 1.31 2L1-1084 S .EFV.D ARCH II seas Von 1~ Vi - J.W 5,4o1'Q- - - 2Cill- - REV.: 5'F f 26, 2eII DATE: SEPT 23, 2011 SCALE . 1' = 20' JOB NO: 401105 DRAWING NO. FIRST FLOOR PLAN ~0<0 zeA FminL rv1Ar ~ 3 E EA V N' OF AS ~I RECEIVED JAN 1 8 2012 BOARD OF APPEALS FREDERICK ROBERT WEBER ARCHITECT I Q 0 „ i _i 1 it / - O O 1 O' -L 1N6 ICI . \ / --il - , I Ml] ~v _ I DRAWING TITLE: 2ND FLOOR { i X\ l O I ~I-,~lty ~ ~ Gkrz~ce, ~I i ll002. uhf-ltv,__~.I:--- JOB: . RENOVATION/ ADDITION KELLY RESIDENCE 415 HARBOR LIGHTS DRIVE SOUTHOLD.HY TOWN OF SOUTHOLD SCTM11 1000-91-2-6 ARCHITECT: E2 FREDERICK R. WESER III I~,; , 41 EAST MAPLE ROAD GREENLAWN, NY 11940 i 52 NOYAC PATH WATER MILL, NY IR9L TEL L31 954-5555 FAX L31 2LI-1084 I (.Yc_.-c?^~iht SEA ~.~~REDAR~f,~ ~"oK ~o X n ~ a~ Sew /3505 i v f L 3 ~4S~I2a-911.. _ - RE V;: li-- DATE. SEPT 23, 2011 _ SCALE . 14 = 20' - - - - - JOB NO. m201105 DRAWING NO. I' SECOND FLOOR PLANT N°< ,A SRA FINAL Mph J ILE DECISION OF As G - RECEIVED JAN 1 9 2012 FREDERICK ROBERT BOARD OF APPEALS W EBER ARCHUTECT y. ~l L~J 0 I I,I Will ~GY.Y„1 ~I 1d ~ 1 -T DRAWING TITLE: 3RD FLOOR j c 1~m. ~uv i JOB: RENOVATION/ ADDITION KELLY RESIDENCE ~I 715 HARBOR LIGHTS DRIVE I a^.Ilmn: IN uV \ ~ 511 TOWN OF 50UTHOLD ~ ; ~ -__u~~ w~urowy SCTMII 1000-91-2-4 I ~ 1 I ARCHITECT: i N FREDERICK R. WEBER ~ J 41 EAST MAPLE ROAD GREENLAWN, NY 11940 52 NOYAC PATH WATER MILL, NY 11996 TEL 631 954-5555 FAX 631 261-1004 ~ i 4 5£ ,4S ARC,, Q~~,cK a. i~?cc~ I_ - ~ i i -pEC.-332s~1i _ -t -t L ~ REV.; SE~;26~ 2ot1 DATE: SEPT 23, 2011 SCALE : I° - 20' Ili . - - - - JOB NO: 0201105 DRAWING NO. - - Inn r-m~ see oe o, ,.r THIRD FLOOR PLAN ~I i, 1/4" - V -O" OF AS Ii i~ ;I { I 11 t~+.1 i"1 1 I JAN 1 8 2012 FREDERICK epARD °FgaaEAOS ROBERT WEBER ARCN R,,'PEC4 -IF Ij w~ 1 - - - - - - - - - - - - - - - T jaa~ .i .II y- Tip ~ Y I t V vi _ , 1 s'nr ~ 1 4 ~r f1 f4 I ! 1 qtr 1(--- A h Irr _ I _i•' (l L I ~ ~ [ 1 Y rh ' ni a d"In ~ ' ~6 f J-- 1_~sF- ` ant spy ~i7r~ <~r~ ^-w. Fa "r•:''•if'Y*1 ,1y.~~~, 1. I n 1 !n 1 I ye. IA~-•seaon: 1 gyn.,. :r~' • - ' I - r C T .yT' il. - no 0 _ _ _ v _ ~Irll I 44 Y 1 uno jF! 17T li. r l5? 6 N II" L~ I ) , ~-"per perttl~ LL.rC. i' ~~~1 sYi u I g5i lu ul a +rv.Z m t.., wr ~ri1 - L,,~s ~A IF I,p e ~1u Piro'' src Ie 1111,W), fir aV?ua ~a,:~r IL~G 'dF"`~AS >I ~ di ~w 4 v 4 1, w, l @XN'^ g.TIFA n~.n ttt 4i 4 n ea" 11`1 I !ii ~lx-VI ^ i NORTH ELE~ATION DRAWING TITLE: ELEVATIONS I - ' I 14~ ~ ~ ~ 1 1 ~ I JOB: 119 RENOVATION/ r M -V- ADDITION 'I I : ]''l e '1 L7NE. ' KELLY RESIDENCE 115 HARBOR LIGHYB DRIVE , SOUTHOLD, NY n v nv~ . aY} . r~. :'eye' 'u q TOWN OF SOUTHOLD SCTM# 1000-11-2-L w 1 r? ARCHITECT: FREDERICK R. WEBER n. •'P l v,k v x -'_['Tr- AANPr~'sM1 'd 3 41 EAST MAPLE ROAD T~"Ph h7 i~pf rly,• '.ill-irt .:ik GREENLAWN. NY 11140 h QI.1 I~': M1 ~LL ' 52 NOYAC PATH WATER MILL, NY IML ' - ' ~:rl ag ' 1 1 't yr e e r TEL 01154'-5555 PAX 01 26I-1084 i SEAL- 1- i - 4 I tl Sq'ERRD AF,C~,~ ' A'-1y]~ ,Jan'' IIq'o' -0 ~ #N , rY{ rryY f ~ A.~I { ,i I A'Z~ ~ ~e,-,~ . y, r Jlr 1 a f 4O Yt „rk r• ~I I, _ r : ~hr ` r r ri 121\ I I ^'Y ll'!: ~ 3~:M JI • 4f4 ~ ~ IIIL IWYII r I t .f ~'T,9 'ssaa ~4 iar ~ ~ ~Fl pM1. ry~ul Alf r' ~ a-- 's N`~Ir s'~~ My} ^r. 5;_^~_~ I .1 r V * Y il+-~e I p ~ pRo'~riC"T`~ L1N~ T1I r N ~ 1 tea, a r, ~ r JAM. ` AJ5 ' J, -~~,A7 t *n 'a T Ir rl '{~1 ~ a Irp,,r 14w1e ~ - - ~ rq l y 1 \ --r s REV.: a.r, V1~n S1 1 tl l I, d" 3r~~, f: I y"F frl li 1111~1~ rc AMMEW t J,; - t tr ,I L ~r Ir A[~f~+~ rl+, Ir ~1 it it lh~ I~i~JC I~I~IV~f Ir41' ILR-, DATE: SEPT X, +011 SCALE : 1' - 2C-' 15r --r ,.y r 1 ~ T~ ; fli i,. iyjj ~b ~nl„ ~ II1 ( ~'.I flV Vl',~j +l~iyti sl iJ r+~'li I L JOB NO: m2011015 r y4'. rl 1 _ A f h r "~^5 _.,~~.1-- I+~s dl ~ y5, l~j'+,~ ~I,. I +slla ~ r I eI r S ~II, { ~ \ 1 r (v ~nf !~tu 11 ~{Q' ~j,mi1, I+s} I~ ~{I~,~~rf 1 4r~V n,~r iA 1!`C~ul pppD~Y a ; I ~ ~ "Il r!, tl yl f+I el a DRAWING NO. ; ~N a~, i',I. I I py, sl''~ YI ~!I I'dl ~'l~,l I + i~~~~I~dp3 ill l d V ~ 1~~ p~ LLu I I~ "P°k'{ hq by ~ 'I l~ av i j 6 ti ~ LI I W. M, n „4Y" L k ! I h YG,Y AT dr 4 { ~ - - y ~~rr11 )Nr~f , I. 11;101 I r L 4 I~ if 'Y r1',2 ~'A~I.r Sd V 7 , ~,1 a 8 r{I, 3 I n{ Il t ~F IdY.b m~lxka T W +nl} ~ if' L .w L!~ + i :Ma'n w N ~ r airy ,lam M wlx s. L { n~ f +1 e ~ ry t x I y ' I I r~ y. ' A a }h i f dal ~ i>r 717 Q7 .S }6~14s'~Y !b!~lei>ily?,id~{hl $.Sd,k vk~ ti.t' .1 n ',',fi~66 _ A PINAL MAP `E ~ECISIUN it Or AU V I " II { I J I III oNtvt s~ciwa--o1= "ECEIVED Hof - "hk~ `C~GRO%oH4'~ -aN r.H4'~ -aN JAN 1 8 2012 FREDERICK ROBERT BOARD OF APPEALS WEBER ARCHITECT u , ii y t _ i -1-r- ~ r i ~ I r - I, - 11 1 l~ 1 i _ Jill c I I ~ II: I I ! ~ i I I -t 1 11 } ?r I fa2'M LUF, li , - LL1T ; r Cn ~v~M~J To zot4io6) 771-7 - TT NU] n I i I I 0 i _ nn~ I ~ I I ~ I i L~ C I I I ' ~ ~ -ice II 1 I F-M ~n i LLH U-1 f- ` L-41NS CJnn n~J ~LL A' I - I~~I I _ I , i WEST LEL VAT10-N DRAWING TITLE: I I ELEVATIONS s it ii 1 I 'h5' doe: RENOVATION/ +I ADDITION KELLY RESIDENCE 216 HARBOR LIGHTS DRIVE al OVYI PIVLV, 1\1 TOWN OF SOUTHOLD I F p 7"bY~ SCTMII 1000-11-2-4 - - - JIF~--0UU - --1 ARCHITECT: / ' - - - FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL, NY I19114 TEL 431 154-5555 FAX 431 241-10114 ] I 'LLB , (mmo SEA µEOgR bi- "I - I_J ? I 1 1-L I-U~ QQ - I, I i sTq +ssea yl~~ _l 1 I LI J_ i ' 77 1 T REV.: 2~712,9vA___ i ,I ~ r 1 I~ ~i ~I 1 r `j - jLV4l rn I I I 1 A i 1 ~ I l l T DATE: SEPT 23. 2011 r! I ~ f f I 7,9 SCALE : I' m 20' - ~r N t ~Y I_ L JOB NO: m201105 1 r t i t 1~~1 1I oc- ' ~K.1~'ilr~ I h • ~1--1-t- DRAWING NO. J cam- I - } 1 T _I I I I ~I I i _ 7 A rtunr Nrlr LJ SCC DP~GtJ„1 `I OF AS I 1 ?q1veCSjVSCb F119LSL' EROCW a a ' 20~ T OgR OPgpp~gCs WEBER ARCHOTECT i 0 no 0 nn~ luul ~nn ~Jnn n~nJnn 1~~1 12 i II _ DRAWING TITLE: i i ~ I ~ I SECTIONS I - ~ - - i ~f~1~~ \P~~ ~ Y~4 r JOB: RENOVATION/ ~ 3~ ~ \ ADDITION KELLY RESIDENCE 9R ueonno arum nonce 300THOLD, NY II' 12 ~I~ / }~0 i TOWN OF SOUTHOLD SCTM# 1000-91-2-k ARCHITECT: 3 i, ~ FREDERICK R. WEBER i 41 EAST MAPLE ROAD C REENLAWN, MY 11140 i' 52 NOYAC PATH WATER MILL, NY 11991. it TEL 1.31 954-5655 i PAX 1.31 21.1-IOB4 SEA .~EPEOAfl[;~ p,GK R it 4a QO u srp 1s5 i ~ I~T`L 4 po2~:~-~, ~,I i I ~i - ~I _ REV., DATE: SEPT 23, 2011 ` SCALE : I• a 20' JOB NO: w201105 DRAWING NO. T!0 A 9CP.DE. iSlJ:1 0 IrE OF AB r 'r I w'FF ro. nm~ SX'Z sr~+/ `SOUTHOLD FRED EI 5CK M ROBERT WEBER 'Lis "AAS_Al4LlJkRvsMNIG. wTWAI o, I-11(, \ STORM WATER M WATER POLLUTION PREVENTION 5 E D U L E ARCHITECT CONSTRUCTION PH RUCTION PHASING; D R A W I N G C H E D U I- INSTALL HAY B~ ALL HAY BALE/SILT FENCE. FALL DRAINAGE STRUCTURES (REMOVE RESULTING FILL FROM SITE). Al SITE PLAN i ~''"w.~~_~~-~ L~/ I ,w •a'q~' ,A~ 2- INSTALL DRAIN( ? 45TRUCT ADDITIONS/ROOFS OVER EXISTING HOUSE FOOTPRINT. A2 FOUNDATION LAN a ~~~1r-' ~ 3- CONSTRUCT AC ,,~r ~1~t:, ti~F~ 4- PROVIDE GUTTI )VIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. - °L d~_Jrli ~lOG"7 HOG • ' ` nr°tpw. /I INSPECT HAY BAL :T HAY BALE/ SILT FENCE WEEKLY A3 IST FLOOR 2Lr N c. EJ,~II SITE AREA: 20.001 in ' r~~~ - 6m FILL REMOVED FOF REA; 20.000 5F. LAND DISTURBANCE: 1200 5F A4 2ND FLOOR PLAN :MOVED FOR SANITARY SYSTEM t DRAINAGE STP'ICTURES: AS 3RD FLOOR (10'0 x 3'H x 5) + (1 VH x 5) + (10'0 x 4'H x U + (10'0 x 5'H x 2) = 90 (t) /t /SOUTH) SI REMOVE TOPSOIL ^I o,i Aye'"'„p~~'b,~ c •IpC RE-SPREAD OVER 'E TOPSOIL OVER PROPOSED SANITARY SYSTEM, ° ''CKPILE IN DRIVEWAY, AL ELEVATIONS (NORTH/SOUTH) READ OVER COMPLETED SYSTEM. Al ELEVATIONS (E.AST/WEST) JEST) nn nn nn AS SECTIONS I~~I C A N A L ASa SECTIONS LOCATION MAP WOOD FLOATER A9 SCHEDULES. TRIM. DETAILS; (4'x109 ETAILS; RAMP LANDIN luul 5 &4. 05' 10' E 4° 06r 10° E BULKHEAD 100.00 AIO CODE DETAIL:) )OR FRAMING (15T) DOCK SI STRUCTURAL- :ND FLOOR FRAM El +12.9' C.I. COVER DOR FRAMING (2ND) TO GRADE I' MIN. 52 STRUCTURAL- 2RD FLOOR FRAM El +10.8' El +9.6' 2' MAX. El +9.1' FRAMING (3RD) LM Per 1/8" Per Ft 53 STRUCTURAL- ROOF FRAMING Pitch) N OOR luti EXISTING (Min. Pitch) CRAWL INVERT LEACHING m El ELECTRICAL.,- !ST FLOOR SPACE EL +8.8' INVERT DISTRIBUTIN EL nl +8.3' Pg INVERT INVERT POOL (10'(0x3') POOL (1mx3') ° ro EL +7.8' EL +1.c' OT . ( ) m~ ~ E2 ELECTRICAL- 214D FLOOR _OOR r MINIMUM DISTANCE w E3 ELECTRICAL- 3RD FLOOR LOOR TO GROUND WATER M El +1.5' w EXISTING LAWN AREA TO REMAIN 10, 8 10, I 10, I luul IY IEwann')~~ Ina)~~ INGROUND - L` SWI( POs SWIMMING Is, Eweunp POOL ZONE X Tree Line SANITARY SYSTEM b mix O Sal inp) OO DISCONNECT EXISTING SANITARY SYSTEM 'A" O (Ewaunp) 'ROPERTY OWNER: tv L EXISTING: Bale/-, PROVIDE NEW SANITARY SYSTEM "B" Hay r EXISTING STONE PATIO ° GRADE PROPERTI le LOT 44 eP. N.Y.S. DEC NOTES: Nmm PATRICK I 'ATRICK E DIANE KELLY FOR A MAXIMUM OF 14) BEDROOMS LOT 43 9dt Fence 1 1O ! Hpg 0y°/ 9rle I o° LOT 45 "LETTER F NON-JURISDICTION" BAYVIEW/ SC DRAWING TITLE: 3AYVIEW/ SOUTHOLD 1500 GAL. SEPTIC TANK (TRAFFIC BEARING) (BEHIND FUNCTIONAL BULKHEAD GREATER THAN 10 TOWN OF 50 'OWN OF SOUTHOLD W/ C.I. COVER TO GRADE r EXISTING s~fONE PATIO ° C)RAhQ gANTA iUFFOLK COUNTY. NEW YORK 51TE PLAN (s) It'6 i 3' DEEP i EACHING POOLS 100' Sentheck EXISTING t Y I*,. LONG CONSTRUCTED PRIOR TO AUGUST 20, 1977) SUFFOLK CO' SURVEY INFC iURVEY INFORMATION: W/ TRAFFIC BEARING COVERS From BuLlkheed --i - _R~,„ - - ---sEsp4 ---dep. Reme v FEMA NOTES: PAT T. SEC-1 'AT T. SF_C_CAFICO. SURVEYOR 'ENTER MORICHES. NY I 100' Seethack ramggrkl Fran Frroperty ca CENTER MOR t sm~. E"aura ;lJrSN a tp#I ller i i f 11 I Fdn. Plantmp Fdn F4nun Fdn PI t HOUSE 15 IN FEMA ZONE: X SURVEYED: P iURVEYEO: MAY 21. 2008 A"f Line ,189;1', I Fdo. Fianemp :LEVATIONS ARE N.G.V.D. 1929 DATUM IEwati p) 3) ' U a ak pper a II atlnp) FLOOD NSURANCIL RATE MAP ELEVATIONS m ett g ` Shed INe° Screen tl _ Remov SURVEY OF 3UR VEY OF LOT 44 RETAIN STORM WATER RUNOFF TEST HOLE DATA ae - Re eree Fgf11^Q Re eree )EMeimg Foot nnU SOUTHOLD TRUSTEE NOTE 1AP OF HARBOR LIGHTS ESTATES PURSUANT TO CHAPTER 236 (McDonald GeoScrence. May 8, 2012) 1 Re6 cr I I e6` eh MAP OF HAF ADD e FLOOR'------= 15~^iy SECTION 2. SECTION 2. SITUATED AT BAYVIEW OF THE TOWN CODE. JOB: :ILED 01/26/1966 MAP No. 4481 RENOVATION/ LNDE EW ROOF Rlege Rdge jet Scep ALL WORK ON HOUSE IS OVER 100' FROM FUNCTIONAL BULKHEAD (2ND t SRO FLOOR SPACE 15 BEING FILED 01/24 0.6' Dark Brown Loam OL ' 1 1 Rld Rid ° CONSTRUCTED OVER EXISTING BUILDING FOOTPRINT) ELECTRICAL ADDITION Brown Clayey Send SC 1 _STOR ? NEW SANITARY SYSTEM 15 PROPOSED Shed 1000 I LOT AR EA; : PLUMBING KELLY RESIDENCE 3CTMU loooJNSPECTION REQUIRED ALLPLUMI§ING WASTE I T, _OT AREA: 20.000 S.F. d WATERq LINES NEED 115 HARBOR Llt4TS.ORIVE 1 I r cF ld 3 LOT EA: vc"nc VVVpryING aVp1^~~~• nl I ZONING: R-40-' Braun Silty Sand SM I 1 F EL 12. 'I d Dormer O ZONING: R-4 )NON-CONFORMING LOT 20.000- 39.999 SF) TOWN OF SOUTHOLJ 8' Braun Fine Sand SP W Et=llie I I RaVae r eFim~na~Ll to I IE hed w (NON-CONED YARDS: (PRINCIPAL) SCTy I, # 1000-11-2-4 Gebl Gebl rae I Shed Ge6 ree YARDS: (PRI - - ----_-_~i fEaetm FRONT FRONT 40' b Water in Brown Fine Sand in SIDE (01 et were _ I _ Existing SIDE (ONE): IS' ARCHITECT: (El +1.5' N i(EAstmg) O SIDE (B( SIDE (BOTH) 35' REAR: 50' a O I---; Oil TanV±) LIT) REAR: 5 - BULKHE~ EXI5TING `f i i------ i DRIVEWAY HEIGHT (MA: BULKHEAD: 15' FREDErCKiR. '7EBER 41 EAST y I iAPLE ROAD Il' PROPOSED Y S'i: ,ice . HEIGHT (MAX.): 35'. (2 1/2) STORIES GREENLAWA. NY 11140 SANITARY ;LP3,~ LOT COVER ) --}e;__~___r Qw r Test LOT COVERAGE: 20% 52 NOYAC PATH SYSTEM B" I .r ~1 '`,Se f Hole ZB Apl5ealX- ZBA Apl5eals #4483 Approved Lot Coverage to 4812 sf or 24.06% WATER MILL. NY 11416 SITE DRAINAGE: EmstLing r Izp• I Cleerifo1 - Tan 200.00' (included 10'x38' Deck= 380 sf• Patio at Grade Constructed Instead) Propp~ane p' et - - TEL 031154-6666 AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) Tanklt) mj d7 LOT COVER LOT COVERAGE: FAX 12 B4 N 64' 05' 10' W Demn 100. O' I HOUSE W/G HOUSE W/GARAGE: 3148 at (Surveyor/ZBA) S - 10' Dm. x 5 HigM1 w/ ;;12 cP Util. Pole ~ N 64' 05' 10' A Hwse/Porches (Partial) 1883 sf x .144' Rain = 312.4 cf Traffic Bearing SIa6 LILL a ---~.----y~ U} uo 3pU1. Pole POOL (38'xll 0~ c t R, POOL (38'x18'): 6e4 sr - Re-Rout Water' 'L' EXIS 6 'L' EXISTING LIL6 ,,FIRE INSPECTJON B Hause/Porches (Partial) 1883 sP x .IGL' Rem = 312.4 cf 10' Die. x 5 High a/ 342 Cr Service (Sleeveed w/ WAT Traffic Bearing Slab 2 I/2"o Pipe) to METI WATER FRONT STO METER FRONT STOOP: 50 SF REQyU~IRREED BEFORE? * 4 f%n Provide 5' CIvarance . TOTAL: 4482 SF Or-01 I to Sanitary Sg:etem H A R B H A R B O R L I G H T S D R I V E 1 7 w O I of 4452 SF / ,4452 SF / 20,000 SF = 22.41% OCCUPANCY OR 2 House and Porch Roofs to have Gutters 1 Leaden Connected to Underground Drainage Structures fTyp.) I w USE IS UNLAWFUL FEB 2i:. Jl2 81 Ring: 42.25 cf/Ft or Height w PLUMBE PLUMBER CERTIFICATION WITHOUT CERTIFICATE JAN 21,1012 101 Ring: 48.1 cf/Ft of Height ON LEAD ONLEAUCONTENTBEFORE DEC I°. 30: CERTIF10 CERTIFICATEOF OCCUPANCY OF OCCUPANCY ZBA-NOV NOV X 3 SITE PLAN u~ SOLDE1 SOLDER USED INWATER OCT 12, 2W SUPPLY SUP,PL.YSYSTEA#-dANNOT REV.: SEPT 20, 2C'; 1" = 20'-0" EXCEED EXCEED 2/10 OF 1% LEAD. „w ,L I : APPROVED AS NOTED DATE: SEPT 23. COMPLY WITH A MPLY WITH ALL CODES OF - ATE 1/jB.P, 4 77 SCALE : I• J° t NEW YORK STATE YORK STATE & TOWN CODES JOB NO: m201106 AS REQUIRED AND Q LpIED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 765.1802 8 8 AM AM TO 4 PM FOR THE DRAWING NO. V/ SOUTH( SOUTHOLD TOWN ZBA FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED SOUTH( SOUTHOLD TOWN PLANNING BOARD FCR POURED CONCRETE ^ n SOUTH( SOUTHOLD TOWN TRUSTEES 2. ROUGH - FRAMING & PLUMBING L/// C^I III 3. INSULATION N.Y.S.0 N.Y.S. DEC 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW OF AID YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. FRAMING NOTES: FOUNDATION NOTE; NOTES: AND PLAT 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x4 STUDS SHALL RECIEVE 5-10D NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. I- DOUBLE ALL FLOOR JOISTS AND F[ I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 9. NAILING SC „ IOISTS AND FRAMING UNDER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 10. PLYWOOD 10. PLYWOOD SHEATHING TO BE NAILED WITH 80 a 4" O.C. EXTERIOR EDGES AND LD a 12" O.C. INTERMEDIATE. PARALLEL PARTITION AND AROUI, I AND AROUND ALL OPENINGS. FREDERICK 3. TALL O BEB SET OON SOLID BBE APA RATED LOCKING. GLUE S AND NAILLPL WOOEXPOSURE 1, D SUBFLOOR TO FLOOR JOISTS. ALL EDGES OF PLYWOOD II. ALL ROOF OR APPRC 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 2- CONCRETE TO BE 3 00 PSI AFTE 00 PSI AFTER 28 DAYS. ROBERT 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TA SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 3- ALL NEW PIER FOOTINGS TO HAVE 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T -O' AND OVER WITH TRIPLE UPRIGHTS. 12. ALL PRE-E ALL HEADERS SHALL BE A MINIMUM OF 2-2xIO IN 4" WALL 13-2x10 IN 6" WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS BOTH WAYS, TYP. 465 TO HAVE 13) 85 BARS WEBER 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 S'-O" O.C. SHALL BE RE SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. PERIMETERS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIF 13. ALL MULTIPLE LVL PRODUCT W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 4- ALL COLUMNS TO HAVE 1"x10"x3/4" (UNLESS OTHERWISE NOTED) 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE F 14. PROVIDE FIRE5TOPPING AT ALL LEVEL PENETRATIONS. IE l"xl0"x3/9" B.PL. ARCHITECT 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON' OR APPROVED EQUAL. 15. BRIDGING 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. 5- STEEL SHALL BE AST A-34 IEXCI r-- PIPE COL WHICH SHALL CONFORM fM A-34 (EXCEPT iLL CONFORM TO I ASTM A53 ROUND PIPE). STEEL WC PE). STEEL WORK SHALL CONFORM TO THE LATEST A15C 5 4 TE5T AI5C SPEC. Existing Bluestone B C C I D I A8 Patio Grade qg AB 1 13'-6" AB 13, 6„ A8 6- ALL WALLS SEPARATING GARAGE f TO BE [-HOUR FIRE ATED (5/8" iNIS GARAGE FROM HOUSE RATED (5/8" TYPE "X" GYP. BO.) fExistinc fExistmg) New Bluestone L - - Stoop k Steps 21'-6" I 1 221-10" to Existing 23'-2" I Stoop S eps I IS'-O" 1 to Existing I IS'-O" I T'-10" I I PeGO I _ r 3'-16" 81-0" I -'4r-A'r- I 8'-0„ 31-4" f I I B 1 y luul - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I m ~ I e m f m r`. Backfill Existing Crawl Space m L- 1^ BACKFILL III Backfdl Existing Crawl Space - nn~ FBACKFILL1 lu ul Conver rted to to P P O Area Existing 1st Floor IZ///, orch SpaceI N New B" Canc. Block Wall on )Tff- ` 1 I I New Piers- Tie Rebar I I 1 Into New 51ab for Support I I no ~o Area of Existing let Flo i I °i 1 N 1 I 1 _ --x1 --Cont.-P. Conc. Ftg. " Converted to Porch Space - I o 1 E I n/! . Il: New 8" Canc. Block Wall on 1 J ` luul 20"x10" Cont. P. Conc. Ftg. " 48^ 2-l" 1 1 - 1n a- " Existing Neu x I sill I I ~ W I O R Chimney Mec . Flu J- ------v~ i 1 I % W Pier I _-_-F-__I 1 4 : r-- N 1 m t.... I.I.::::.':: ,.I ..m................... ~n x W W III rJ~I 1 III 1 I 1 f `III 1 I III , 11_x_ I I I i___ i _ I I (3) 2,42 Girder (Existing) 1 w rnnJn I I (3) 2x12 Girder lExisti g) I I ff====.c__ ff==_=cee=--c=- __ff f.8 3F-..c-.....eel ME 1== L I I 1 =ee~ee€le--c-=====e ec`lo----------1 _I_ lMul - i I I 1 (Dropped) I _ =-o- _-Lie= c=-eee~ = I 111I~~_-J11 I IL_J_ ~,,I aVe Exlstln"g Dro ~I r., - 7 _L_J_ I I 1 I fJ II II Frame (3) 9 I/2 LVL lush ( r Flue) L I 11 11-0" Y 8. I ~S I I I B'-3" - I IL LL j 1 New (2) 9 1/ " LVL 1 I m W Neuw steel Pipe I U = W Cahlumn AAove a III I I m ;III New Pipe e.. P.== J o Column Abovr I p I I I I - r?111 OI' Existin r ) r R New I6"xl4" Conc. BI. 1 1 g • m Horizontal Fan I 04i . Fired e- ' m ? i Cal in Crawlsp ce I Boler I I DRAWING TITLE: Pier (Fill Solid) on I CRAWLSPACE 1 I a 24"x24"x1211 P. Conc. 1 ':r I LL R 1 /iS)r,1 V Indlreo¢:' I LL x 1 I O_ Footing ;.A.nl- ' O w L_ ~I Water: -Heater 1 3 O w 1 '-,--r- - - s', I FOUNDATION 1 I _ I N r rthW x New IL"xb" Conc. BI. z X ~A l 1 N F- - Solid) on 1 pcc a t I I I N i I 1 I New (3) II I/4" LVL _New I) II I/_4" _Vt. 1 1 Ne_w_(3_)_I_I/4" G 4' p 30" 30 xl2" P. Conc. rawkspaae i l I'.i i i i I I I :I I I I I l I I i I i m j 'F=TQroppeal-'- - I 1 ( topped) (Dropped) I I'• 1 ooting I:' I I,+, 1 1, i - I I f O c I I -1 .1 ) 2x12 Girder IExlsGng) I - - _ 1 (3) 2x12 Glyder_I (Existing) 1 m r x Leeee=-____ - - -Elfi w r-----------i L-m I ni It _J --------0_ --I r~ lave-------- I uNi R I W i I (III III I I L ' I I 1 1 Iii III Existing III 1 1 III 1611x16" Conc. BL nl III III 1 I I I mIII I I I 1 III III Piers on 24"x24" III III III 1 1 1 I JOB: gs III In Existing i III II P. Conc. Footin CRhimney f III III (Tgp.- All Piers) III III O m III I I I 1 III III 111 III W III ~ 1 I 1 1 III I I I 1 RENOVATION/ Removed emoved I I III III III 111 1 r_111_i III 111 _W-,r-IU- New III I I I I ADDITION 1'_8"j 1 I W New (3> II I/_4" _LVL 01 _I a New (3) 11 1/4" LVLI . 1/4" LVLi New (3) 11 1/ LViL W i 1 KELLY RESIDENCE I o I IIE ELI-e __===E4- it ff _ all I 1 1 1 ?d) I''' I (Dropped) I I 1 I I 2p6 HARBOR LIGHTS DRIVE Existma (Dropped) III 1 1I 11 I 1 (Dropped) I ~_w_.,~_ L---:d L-IH-~ I I I I SOUTHOLD, NY Chimney I m iii II II iii r[; Base Brd a 111 r= l d ont(Existing) ` New~~=° III ~ III I I I I ° 111 I I I TOWN OF SOUTHOLD SCTMs 1000-11-2-L d m N New Steel Pipe I I I z III I Column Above Existing New Steel Above pipe, I O w III I a Column Above I x Conc. at. Chmney x 11 g ) 1Y' olid) on ;IL" Conc. at n a III 1 I UNEXCAVATED I I m 111 Solid) on m O III I O I I ARCHITECT: 111 P. Conc. base A III 11ilk j 111(3) 2x12 Girder (Existing) III _ ii x12" P. Conc. <v w FREDERICK R. WEBER d In I " m I I I I 41 EAST MAPLE ROAD GREENLAWN, NY 11140 r-IN-~ I I I I I L__ __=c.=v=...=__v___________=1ll el I__ 31E Lc-===.-___ I I I = ell - `~I i 62 NOYAC PATH WATER MILL, NY 1191L l i r1 1 III I (Dropped) i 111 11 I - _E_~ I I I I New //~"r 1.-yl_JL-u1-, Chimney) I I III III III III i I I I TEL 631 154-6555 Footing 1 1 III III III I III III III III I I I I I I PAX L31261-1084 I 1 8" T-1" 0 8'-l" s 1 II'-I" s I r 111 9'-3" KEY KEY I 1 ~ LLIII VIII w-III ~ I I I III I I I I _ SEA 1 I m - III m • III m -III m III I I I I Existing Foundation Wall M ARC o' I ~ X111 ° ~III~ ?III i 1 i p LL m iL 111 m w- 111 _m nl- III a LL k III oa 1 O x w New Foundation Wall 1 1 Q W IIIW Illx III O w O z LL k 1 I N 1111 I--------- III n 111 I { In 1 m m rmm O I I I I v C Existing Wall * Removed mT ~~;t,3 O 1 I III I ~ I I III III I " III-_~ 1 1 1 III III v ~Xill - - - - - - - - - - - - - - - ' FirJ I I I m 1 n, m r_, New Front Stoop i s ry Miec. J LY 19, 2012 i U _ i r - i r- i _ REV: A Line Lol`75iep C C D DATE: JUNE 4, 2012 Ae A8 AB SCALE : 1/4' = 1'-0' JOB NO: 401105 191-3" 291-0" DRAWING NO. (Existing) (Exls.ing) (Existing) xisting) (Existing) B Note: Existing Footprint of Ig Footprint of House to Remain. Proposed Rear Porches are Created FOUNDATION PLAN- Footprint. All Enclosed RAddditions emain. Occur over r Porches s are rootprint. within Home Footprint. All AB Q2 OF AID FREDERICK FIRE ROBERT FIRE SPRINKLER SYSTEM: WEBER 20'-0" PROV CONF PROVIDE AND INSTALL A FIRE SPRINKLER SYSTEM CONFORMING TO NFPA 13D (STANDARD FOR THE (Side Yard Setback, See Zoning TWO I IN Variance) THE i TWO FAMILY STALLATION OF SPRINKLER SYSTEMS IN ONE AND ARCHITECT CLINGS, 2010 EDITION) THROUGHOUT THE f THE RESIDENCE Rluul I I 13'_G. I I (Existing) A ExmGni Bluestone B C (Existing) D I qg Patio Grade A8 A8 • I I 8 22,_10" AB 23'-2„ 6x6 Press ^ - T'-10" I I Post, Encase in "Azek" Tapered Square Column New Bluest Dne I I B'-O" New Bluestone Stoop I Steps Enclosure (Anchor Bolt e s to Existing Existing I I to Found.. Strap to Hdr. to Existin P 9 2a 112T(i~lr) 19,_L„ Patio 10,19,. Patio T-II" 3• I I - - - - - - - - - - - - - - - - - - - - ----r--- N ~ p_____________-____________ - - - I 3'-2" 9" Dn II" New SCREEN ,6R CH Screen Panels i I Itl" L'- I'-I" 3".2" s" 1v 4'72" V-6" 3'-2" 3'-2" I IIII in : F F F (Provde Storm li I WINDOW SCHEDULE II; III ! New IP R H i Remove Floor Framing, Backfill t panel I isert:J I I O li ;I 4 Line of Bag Above \ Remove Floor reefing. BackFtll It i~ Pour New P. Con~.i Slab, O2. Screen d Finish w/ Bluestone, Pavers, L I - Unit Unit Model # R.O. Area Egre Pour New P. onc. slab, O 4 Finish w/ Blu stone Pavers, 'Y In, F W (Random Rectangulilm), Typ, m i, i I O Opng Q CUDH3232 3'-2 3/8"x V-0 1/e" 1.18 Yes R~p `.(Random Rect ngular),? Tgp. 10 9" 22,y4, i L' i O ` 1 I IN Line of 2q'di Floor ® CUDH2832 T-10 3/8"x 6'-O 1/8" 6.3 Yes t=/G i I~ li Lme of grid Floor , g ~ I Stone Feed ' Din O - BREAKFAST REAKFAST M)"pririj Fireplace © CUDH322L 3'-2 3/8"x V-0 1/8" 5.14 Yes o ~ r fiR~ ' III i I I I Beams (Typ.) - - ' 2" "q' 1'-2 crµ~ EYE if --r r-___- O CUDH2824 T-10 3/8"x V-0 1/8" No O III --Mech.- Flush Bludisitone / O °i 1 F ;--flue - Hearth (One Piece on ~i E , O CUDH2024 2'-2 3/8"x V-0 1/8" No r (IIII ' ' ® ~ IIIII i c ' m IIIII O I _ ef. Utility R FO CUDH3224 3'-2 3/8"x 4'-8 1/8" No 111116" L" 21'-O" I Kit' in k UJ ? r R i a II 1 1 F w I O «LL L___a ' QG CUDH2824 T-10 3/8"x 4'-8 1/8" No iii __-_s_________ _________L___s rr________________ i, RU, Upper rte w/ ®Remove Existing Walls (T:gpJ IIIII u M w, I l i Upper Ce nets' r___-----; Q kill i, ;________~i Coat Hooks Existing HO CUGH2622 T-8 3/8"x 4'-4 1/8" No ;n DINING R00 M 1118' Wide 0 i l~ l ~ IIIII Opening oPantry t--------', MUDROOM 2 LAUNDRY O I z JQ i y,i O Cahmet , . I _ i " ~ +r New Window Q CUDH2818 T-10 3/8"x 3-8 1/8" No (IIII in Existing .J KO CUAWN2424 2'-I"x 1'-11 5/8" - No n A ~ III 1 r CY)'~TS Uj Location I Q r_________ =y,__ I .I'-l' 4" -9" 0 - 1. 1 4" I r © CUAWN2428 2'-I"x T-3 5/8" - No I 111 ' New 1/2"-!, i )r ,r i . . Steel Plpa ' MEbH. Clothes Pole I r New 3 I/2"0 It III I Steel Pipe . Jslansl-.-.-. C Jum - in I w/ Shelf i K Q I`~M CUAWN2632 2'-3"u 2'-1 5/8" - No DRAWING TITLE: o i Column 111 in it _ __i T ws in9 III N : III 1 DW I DW i pink DW Tvaeh WC, I -I 2~ BATH f. O Q CUGH4024 3'-10 3/8"x 5'-0 1/8" 1.11 Yes 15T FLOOR ill Ref. 1 1 I 1 I I- I I-L A' -J'_J Y ? ~ Miles _________.R.econT3_ uTed_________++ r_____ , 1,051 , n , 1 Model I Model Numbers Refer to "Marvin", StormPlus, Clad, m Pocket Remove Existin Walls (Tgp.) Kll ails (Typ.) n rail Ex ij b m Impact Impact Zone 3. Low-E II w/Argon Glass Doors ors a ------Q - - n w I (2) 3a 2 - _ - - - - r e New 5 Min. A Ewstng 9 Min. r 2 Self-Closing Self-Close g o 4._4g,_~. I I Iq" 3,_Oa N d.......... n I ! I L Door (Crawl Door DOOR SCHEDULE 4 11 7--4~ 7111111,11 ' Space Access) Exi ring 3qp 11k-Tr jed 'eel4nll Am Electrical l JOB: III OP Iing •2~, ~~i N7e____ I I I I ~ 111 II I I .'f ~ I I Umt Countertop Counterto ExmunSgte ps Pa els u • Wood Unit Model # Width I Height RENOVATION/ nl I PA 'YR i iv Upper Cabinets ii j I O p 1 Front Door t Sidelites TVx 94, (DW) ADDITION = I 1 I I i ii 'III ! 2v II Existing Tp9ppe"X" 12 1 New indow ("Upstate Door"- Custom) (2) 1'-2'x 8'-0' (51.) KELLY RESIDENCE T i " Separat Bde. K 7 Garaga Lo ca lotnn9 G j I O C 11 I • a ~ I I - I a ui,u" O "Marvin" UD J ALV-10 V2 Clad Ultimate Outswiq French Duo RA 23 NARBOR LIGNT9 DRNE 1 1! 11 1 III T Y Ceiling (Tqp.) O "Marvin" CUIFD2868XL 7-10 MIN C-101/2' SOUTHOLD. NY Reconstuct ew i I n I I 1 I I---- ~ 'i-- u C 3 Clad Ultimate Inswing French Door (R.O.) TOWN OF SOUTHOLD Fireplace/Ch ne ' i i~ Ewsting i i i ~ E I I I I Centered o - 1 s i LIVIN4_ROOM i i 2'- " 1" -(Y 6 - rr t I " O "Marvin" CUIFD2868XR T-10 1114'x C-10 VT SCTM# 1000-91-2-6 New LIVI OOm I 4 4 Clad Ultimate Inswing French Door (R.O.) 2 New 3 1/2"0 " = m Be Beams (Typ.) Steel Pipe Existing New Pipe Y 5 " Column A CAR GARAGE n iColumn I O N Q I O C 5 "Marvin" CU5FD6068 XO L* 4-15/8' x 6'-101/2' ARCHITECT: Clad Ultimate Sliding French Doar (R.O.) 1 i- ' Olen I I I N 11 II I W © C 6 "Marvin" CUSFD6068 XO R* 6'-15/8' x 1'-10 1/2' FREDERICK R. WESER II I I I I I I I SY RAGE - I Existing Reunf. P. Conc. Slab II , O Clad Ultimate Sliding French Door (R.O.) 41 EAST MAPLE ROAD VI I------ O GREENLAWN. MY II140 _ Reconfigure Reconfigured TV .v II I I --oEN i` I )Corfered i Ing DEN Neu; Existing Window 52 NOYAC PATH i I F R NewelLiving Room I I I I~I II E Pakt- m in II * Verify Operation WATER MILL. NY 11916 Celhng (Tgp.) PII i _ Loc ation I II ation , I TEL 631954-5555 I . I I ' TrimNed r--- -~I ----------R*=OT---- ¢-_6T-------------------s L" 21'-0„ a G° I KEY FAX 6312(1-1054 6" i i 16'-O" .OpIng 10'~10.. N v l I,. LI .L L... ............I. T Risers I II I , 'r KEY - n SEAL: II I I u I , n I I Existing Wall Al mEDAR / I II II I 1 j / I I New "Carriage" Style Door in Existing OpenlNg I , 8P\GK If, New Wall 4o F~ A I II II T I \ J \\I - 9 n - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® G Existing P. Conc. Apron ~ Existing Wall '1L 4 .y m ~r Removed ~ I I II 11 I N mr4; ress'a itk' Shelves IiQ Shelves v W Y-0 61 in Widen Front N - ------Recess for I • \I I AZ -m- ---A--------------A - i Bluesto toop • Steps A Line of Overhanak of Overhan SQUA SQUARE FOOTAGE: I Misc. J LY 19, 20Y1 1 4x4 Plost, Encases in REV.: EXISTING NEW TOTAL Tapered 5 Q~ C D AREA AREA AREA DATE: JUNE 4. 2012 A g'-10° "Azek" Trim C g I5T- LI I5T- LIVING 3233 sf I-) 662 5F* 2611 of A8 l0' 0" AB - i SCREE SCREEN PORCH - 283 ar 283 of SCALE : 1/4" = 1'-0" 1,4 REAR REAR PORCH - 339 5f 339 sf JOB NO: m201105 GARA( GARAGE 451 SF - 451 of 29' O" DRAWING NO. (Existing) (Exia mg) .S (Existing) astmg) tine) 2ND- 1 2ND- LIVING 2120 5F 188 5F 2908 5F / kr T i 2ND-0 2ND-DECK5 - 225 5F 225 5F n B FIRST FLOOR PLAN ' A8 3RD- 3RD- LIVING - 428 5F 428 5F 3RD- DECK - 128 SF 128 SF I/9" 3RD- * Conver OF AIO * Converted to Exterior Porch Space i FREDERICK i i ROBERT i FIRE FIRE SPRINKLER SYSTEM: WEBER ~ I ' PROVI PROVIDE AND INSTALL A FIRE SPRINKLER SYSTEM CONF( CONFORMING TO NFPA 130 (STANDARD FOR THE INSTAL i TWO F INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO FAMILY DWELLINGS. 2010 EDITION) THROUGHOUT ARCHITECT I I THE R THE RESIDENCE. i i i ~ I I ~ i ~ I I ~ A B C (Existing) (Existing) D AS 8 22'-10' 231_21 AB AS A8 21,_G. 's WINDOW SCHEDULE Half IF Shingle Rail/ L Hai HI Wood Balusters Half Hgt 5lnngle Rail/ Half Hgt. Wood Beluaters It h' Sog ly Cap a 3' Hgt. I Mahogany Cep s 3' Hgt. _ Unit Unit Model It R.O. Area Egre 2u ...23,, - .o ...........................................l:-.T................_. _5 AO CUDH3232 V-2 3/8"x C-O 1/8" 1.18 Yea v d'.-3.'.'•_.3'-L" ...................9 Q...................... q.... - - q. 3, 20 RO • 31_2• 3-2" T w ! RO R^O RO g. © CUDH3222 V-2 3/8'x 4'-4 1/8" 6.S3 Yes nl _ _ 3,y,, © CUDH3224 V-2 3/8"x 5'-0 1/8" 5.14 Yea Q y J o O I0 © Screen l Screen J~ OO b 1 RO n e O r C ~ e C e O DO CUDH2824 T-10 3/8"x 4'-B 1/8" No 0 I e e m t ii New „Bag" 4Q Neii "Bag' New "Bay" i?'-d' - - - ire - - - - O EO CUDH2024 7-2 3/8"x 5'-0 1/8' No i in - - - - - --t_=_=_a------ I e CJ Window I F FO CUDH3224 V-2 3/8"x 4'-8 1/8' No I 1 i J rood o New 2~ New 2~ Vanity V dy Seat D o 0 New ;n O i O Pocket O Pocket , Bookshelf c' G @ CUDH2620 2'-10 3/8"x 4'-0 1/8' No I Pocket in I Door r o G O O I 1 ~ OH CUDH2422 T-8 3/8'x 4'-4 1/8' No ~nn 4. _p 4' i 'I i IL'-5" I41-5" _ -7 1 T ly O CUDH2818 2'-10 3/8"x 3-8 1/8" No M. I F`-- O CUAWN2424 2'-I'x 1'-II 5/8' - No n,, n IJ 1 I ~ f III I O ~1 ill BEDROOM 2 to =DROOM 2 i ' o O © CUAWN2428 2'-I'x 2'-3 5/8' - No 11-4 Existing 1'r,4' BEDROOM 3 O iv .i. MASTER BEDROOM Va - ° I nltg i r _ LWu• Tuh ----CL. - ' 0 MO CUAWN2432 2'-3'x 7-1 5/8' - No V N I ro~ I 1 I (W [rip 1) I II 11 V CUDH4024 3'-10 3/8"x 5'-0 1/8' 1.11 Yea I0. + II 4' 9•_9, edge I -+i-.- 2 - - ' I I i t L~__ NewJJ~ i I l r -a at 1 © CUDH2822 21-10 3/8"x 4'-4 1/8" No Cabine li 1 . l l `n -.,..I-.-u - 1 Guard 2 Door 4- DRAWING TITLE: II w ® CUDHT2810* 2'-10 3/8"x l'-4 3/14' No Mswel i I I Post SO CUDHT321O* T-2 3/8'x l'-4 3/14' No 2ND FLOOR OI 21_4. 21_01 2'-02'-9" T-8 L-Y 4- I' I 0 :20'1 L 1 I I I ew New 2", Z LIN~I • '~'h r ~ 1` u, 'c L' "41N NI I y_ l l l IN NI Up o li ' I in I Model Model Numbers Refer to "Marvin", StormPlun. Clad, ket~ I ',t Pocket 2s .I 1 .o °v. " Door Door Impact Impact Zone 3. Lau-E II w/Argon Glass 2a H n ra I I New Bearing Wall r ' * Custom Size •p a I , I i 'Yri 11 ~ 'r ;r 2 :Bul New 1 r W In 3° W 1 ((4~~~tb°aYb, ets Pockat _J__Qatlme of~Garage `slow ~ r_L I - 1n I iv 1 i~ ill Door T~ 1 1 I~ I EXlst12 2~ 1 1 (K) la I ® I iv K DOOR SCHEDULE doe: as - 1 Exutin m k Ex1e2M M HALL 2ND FLOOR HALL i a RENOVATION/ - fr I ~ W.LC, ttl ~ ~ W..C. ~ r 1 i 1 ~ 24'-5' Unit Unit Model # Width 1 Height ADDITION 4i 4'-4' '.9'-3, Ll EN 14 Front Door it Sidelitea T-Vx C-B' (Door) KELLY RESIDENCE r l 1 Open Red On / 'r I Existing E 1 Existing henna Well + 1 " 1 : ('Upstate Door"- Custom) 12) I'-2'x Ir-0' 181.) yB HAREOR LIGHTS DRIVE C Imneu u.... i I. "w•__..._u ~ni.v..nn.n va, a i 1...... ,!mva• aA Tunin my Wall v I iii Xr____ / I I 2e i l I ' U U Clad Ultimate uOut Wing French Dorn IR.O.) I1,, / w91 1 , N TOWN SOUTHOLD p H6ngmg 2c 2'-Bf - 4,-- I i- --i--' "Marvin" CUIFD2848XL 2-101/6'x!'-101/2' SCTMS 1000-11-2-6 -6 O Clad Ultimate Inswing French Darn (R.O.) Lr -----I' LI 'pr____ / I I - Tub 1 = - ------t----d- 1--~ l / l 1 Open to J III 7tN1w I I I~ ~ i l hvlpoal :r I m m O 4 "Marvin" CUIFD2848XR 7-10 VAN 1'-101/7' ARCHITECTr Clad Ultimate Inswing French Door (R.O.) q 24 Bearing W II (Exlatingw Below New Ra(t r Bearing))t NeI ea u I "Marvin" CUSF04048 XO L** &'-15/8' xC-N VT 1 I I New 2i BEDR OM 4] 1 R Q Pocket - Clad Ultimate Sliding French Door (R0.) FREDERICK R. WEBER I,\---- DR OM 5 1 1 Door I New 2i I 0 "Marvin" CUSF04048 XO R** C-15/8' x e-10 1/2' 41 EAST MAPLE ROAD I I / Packet I I L © Clad Ultimate Sliding French Door (R.O.) GREENLAWN, NY 11140 STUDY / I Door y m . J °u I - I 13'_x. 4 - L. 4' , 12'-2' C q_L• I E ;-r(Dj Q WATER MILPATH 1i IN16 I 151-i" i ° $ 'P I~`3'-- T ~I enRg i # 1 l m \ Ili__ _ ml wl ro ml Va t , I _m I i Venfg Operation TEL 631 154-564! FAX 631 761-1084 KEY KEY m r I UI 611 ~U' \ L,.______ J-~ l UI KI ~Lllif_____- s EDAROHi n Ing ! 12'-O'- IP,tchj Existing Wall ?%,K R. ~eFp~ I F- Itch jE rmhng 12'-O'--->: Pitch I I 1 I in O O in TM I 1 Wlndalq Seat New Wall a F~ Window eat rv Pitch j~ elhng ! 2'-O'-s r a `J i I V/ in I /I I I y I ndolq Seat I I ©N K 1 I I 1 1 I I I Existing W L - - - - - - - - - --y----------- © O n ~k Re ,Sp 7,0,33 ~p 'r . v1 EO © EO E ~ I C E N a w 2'- 2'-2" 2' 3'-2' 2 2'-2' 3'-l' 2'-1" 2 2'-1" , .1'-8 1/ " T-11' 3'-2" 2 2'-2' 3'-1' 2'-10' I`2 2'-10' 2'-5' 5'-O" ` _ RO RO RO RO RO RO RO RO R( ...RO.........RO RO RO RO Mix. AUG 21. 2~ 5Ql $Q d M W. AUG 7 , Misc. JULY N. 2 REV.: IS'-0" 101_0" 151-01 151-0' 2'-3" 29'-0" 2ND 2ND FLOOR LIVING: 2908 5FLC D 2ND 2ND FLOOR MBR DECK: 85 SF DATE: JUNE 4. 201^_ A C 2ND FLOOR 13R3 DECK: 140 SF SCALE : 1/4' . -0' pig A8 )81 2ND -3' 29'_0• JOB NO: •2oih:,5 (Exlatmg) (Exiating) (Exlatmg) (Exlating) (Exlatdng) DRAWING NO. D aSnUT1101D OF AB 6 SECOND FLOOD PLAN NOR~N Ag i i FREDERICK i r i 1 ROBERT ~ i i i i i FIRE 1 1 - FIRE SPRINKLER SYSTEM: WEBER 1 PROS PROVIDE AND INSTALL A FIRE SPRINKLER SYSTEM i r i CONF 1 CONFORMING TO NFPA 13D (STANDARD FOR THE i i INSTP 1 TWO INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO FAMILY THE RESIDENCE. CLINGS, 2010 EDITION) THROUGHOUT ARCHITECT i r i THE r i i r 1 I I 1 - r r i r 1 1 13r_6" (Existing) p B C (Ezlstmg) A AB AS AS ~8 A8 23'-2" r (Gb 22'-10' Half Hat 5hmgle Rail/ Hair Hgt Shingle Rail/ Half Hgt. Wood Balusters Half Hat. Wood Balusters f Mahogany Cap a 3' Hgt. t Mahogang Cap " 3' Hat. L~J 10:-'~".........'. ..........::::..3:-.6~~................ ......d'.-~Q".............. ..........................3'-k"...:::_,............ ..8'.-.0" .-.4.... ..-7"......... . ...23'-5".................... ..o Sr 9" 3' 3'-2" 3 -2" q" - WINDOW SCHEDULE o, i RO , //RI~O r ,r O RRO~O R(C~O 9. 3 1-10 I- 3%---~ Unit Unit Model tt R.O. AOpng Egre r O P O o dry $O C Screen s 5 teen ©o I RO e b e e e ' i e e ® CUGH3232 3'-2 3/8"x V-O 1/8" 1.18 Yes New "Bay" New "Bay" ® e,'a, 'W 3 in New "Bag" L? © CUDH2832 T-10 3/8"x 4'-O 1/8" 4.3 Yes ( Window I - © CUDH3224 3'-2 3/8"x 5'-0 1/e" 5.16 Yea O I 7~s New I I Pocket et New 2i Vanity V~a1 \rty Y Seat Ir~nl O O Pocket 0 New in Ll O QD CUDH282L 2'-10 3/e"x 5'-0 1/8" No O in I Door ° r Door Pocket Bookshelf r p --il I OI 9" Door 121-8" 6° M EO EO CUGH2024 T-2 3/8"x 51-0 1/8" No ~nn _p, 16,_5. O O O jaiit- Q CUDH3224 3'-2 3/8"x T-8 1/8" No M. I I I _ I 1'r' _ ~ 1 I N TT7" 11 i -~v' 'N 1 1 I N M '1 r1 j N O u W QG CUDH2824 2'-10 3/8"x 4'-8 1/8" No n ^ n EDROOM 2 = -------I i ` I I ;f I Existing 9 r" 9' 4' _II"_ o- O N D Q # 4" BEDROOM 3 H Q CUD1,12422 T-8 3/8"x 4'-4 1/8" No 10 - MASTER BEDROOM 96" - - Vamtg ___I__.___-_~ e --I-r' Tub - O C3o 19 - 7) 0 CLIDH2818 T-10 3/8"x 3-8 1/8" No i I II I ~ 1 rr KO CUAWN2424 2'-I"x 1'-11 5/8" - No 4" . V-4'i Ridge •I i . ~ _ New ~ r - ! _ ' 2) I I I r :n 16uard Do et t I 2 ewel I I © CUAWN2428 2'-1"x 2'-3 5/8" - No v. r Rail w/ g, g MO DRAWING TITLE: MO CUAWN2432 2'-3'x 2'-1 5/8" - No i 2,-gar 21-0" 4'_I0x-O.''.21 2ND PL00i2 , ~2-3" 21-8" 2'-3"4 L5!. -Y'=B4 J 9" 1, I 1 I 1 ~I ~ta 4 r `v J~ ilNrFi NI U I I ~n i I Q CUDH4026 3'-10 3/e"x 5'-0 1/8" 1,11 Yes 1 ew 2° I New 2" _ " ,d l L. r 41N~Ni .&ho Dv, p y 1_m. re I I II Model Model Numbers Refer to "Marvin", 5tormPlus, Clad, Pocket. Pocket " f „f 1 Door Door _s - _ P m ,-ost Impacl o Impact Zone 3, Low-E II w/Argon Glass 20 - 'v 1 H n ral , I New Bearing Wall iv Oi m c Yt ~ I ~ ° r ~ I ~ uNi R ets "i Pocket __Qwthne oF~Garage `Below r_L I ri W ` I - DOOR SCHEDULE ~Al I l I Existing / I in a A © I O 2 I l J (K) I ! i I it K Unit JO9r 'm n Exieungm r k ElwsilUg M~ HALL 2ND FLOOR HALL j Unit Model # Width I Height r_r I IU.LC. ttl i r W .C. 1 ~ I I - I v I I E i I I 29 _5 I q^, ~ i iv Q I O RENOVATION/ I51-1" O N I m Front Door 4 Sidelites Y-4'x 4'-8' (DW) ADDITION ("Upstate Door"- Custom) (2) I'-2x 8'-0" (51J KELLY RE5IDENCE ~ iY i t F ii : I 1 LI EN i L. .a I ~j c v I r K 1 Chimney New . i i t Open Rail Dn / ; Existin I Existing B arm Wall `v Clad "Marvin" Ultimate UOutDwig BFrench DooRAJ /IL'x C-10 V2' 25 HARBOR LIGHTS DRIVE _a III 1 ! ai I _ n O SOUTHOLD.NY wan "Marvin" CUIFD2868XL e -NI/ICx c-IU V[ 3 Clad Ultimate Inswing French Door (RA) TOWN OF SOUTHOLD Hhnging / I I j 1 1 / vi ~ I c 4" o -0 I ~ 2 • " 3, " 2'-Bf '1 f R, 4,. LL' I I r ° ' I - - -------L-'--'- --y--~ \ 9 "Marvin" CUIFD28(.8XR 7-10 IAN 4'-10 1/2' SCTM2 1000-11-2-6 F O ~ I I` I ~ I m , I I m ® Clad Ultimate Inswing French Door IRA.) I I i I I , _ m c O I I I ~ I/ I "Marvin" CUBF04048 XO Lt C-15/8'x4'-101/2' ARCHITECT: 2° Beanng W II (Existing t Nbw 2° INew Raftr Bearing l Po et 1 I I 2 2" 2-9" m I I New 2' Clad Ultimate Sliding French Door IRA.) S~HeI es i i Do \ rl$ ipl~____ 1 / i EDRIOOM 5 BEDR OM 4 11 A Pocket W © "Marvin" CU51FD6068 XO R* 4'-15/8' x 4'-101/2' FREDERICK R. WEBER Clad Ultimate Sliding French Door (RAJ 41 EAST MAPLE ROAD DRIOOM 5 I I \Doof New 24 IF GREENLAWN. NY 11140 O I I Pocket I I I O I 5TUDY y i Door j °1 1 °1 ,LIV-3 , 62 NOYAC PATH WATER MILL. NY 11916 vl 15 9 I.. \ 9" I,3-- - 12'-2,. * Verify Operation lu- anlty TEL 631154-5556 r I I m \ irvii I ml lI I m I I Vanlt I FAX 631 261-1084 I KEY SEAL: ' I I iN I3/ Pte--` Iling Existing Well \S.~EpEDA T itch jE Ceding 12'-O'~j F9tch pitch jE- elhng ! I2'-0"~ GK N. Cy New Wall 4' Qya h.FFe~A iv Q I Wlndau eat 3$~T V?' / ~,~I j i Wlndoul Seat indoul 5eat m m r I I /J I I :u I a Existing Wall Removed O ____i____________ ._________O- IT^ li- fl © O 1 © O ~ W 21 -2" 3'-2" T 2'-2" 3'-1" I'-8 I/ 2'-1" 2 2'-1" 2 2'-1" 2'- 2'_2" 2'-5" T-0" 3'-2" .....R.O ...RO RO RO . RO RO Rd O RO RO RO RO R RO R I 512 SQUARE FOOTAGr=. Miac J LY h. 202 REV: 16'_01 0-01 V-0" 2'-3" 29'-0" 2ND 2ND FLOOR LIVING: 2908 SF D 2NC 2ND FLOOR MBR DECK: 89 SF DATE: JUNE 4. 2012 . ~ A C C Ag 2NC 2ND FLOOR BR3 DECK: 140 5F SCALE : 114' m 11-O' 'J A8 AB A8 1-3" JOB NO: 0201105 T I 1y~_3„ _0" 19,_3" (Existing) (Existing) (Existing) (Existing) (Existing) DRAWING NO. ~v87 B ) p- 8 SECOND FLOOR PLAN AS X37 37. ~I ,I ass OF AS - 3 ?3 73 - a B 3pµ) T µ l TQTkL 3 00 FREDERICK ROBERT FIR': FIRE SPRINKLER SYSTEM: WEBER PRO PROVIDE AND INSTALL A FIRE SPRINKLER SYSTEM CONFORMING TO NFPA 130 (STANDARD FOR THE INST TWO INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO FAMILY THE REST ENCE CLINGS, 2010 EDITION) THROUGHOUT ARCHITECT ih~ A B C fExistml C (Existing) p A8 A8 AB AB AS (2nd Floor Dlmen Ion String- Tgp. lat Floor Roof Below ]at Floor Roof Below Line of Porch Below l~u up7l' Line of Porch Below 2nd Floor Deck Below i i V i Half Hgt 5hingle Rail/ Roof Overhang WINDOW SCHEDULE li Roof Overhang HaIP H t. Wood Balusters Overhang Line of 2nd FI r Be'. Line of 2nd Floor Below ' Mahogany ap 3 119E. of 2nd FI r Below p 2nd Floor Deck Below I I Unit Unit Model # R.O. Area Egres Roof of Roof Roof Roof r i i j O j ~ r I r •J ® CUDH3232 3'-2 3/8"x L'-O 1/8" 1.18 Yes 2p -8~ p 1/ I I II T 2'-B• 21 g" I B" g" II I/ ' . © CUGH2832 T-10 318"x L'-O 1/8" 6.32 Yes ' h e e T © CUDH3224 T-2 3/8"x V-0 1/8" 5.16 Yes - Pe r e e - --~-1'=1B"-H i f----- e r o er Roof I II i e of _ _ I I I - - - Gabld Dor nor O CUDH2826 T-IO 3/8"x 5'-0 1/8" No O GAIl Dormer ebld Dor nor I I I I O I Window SVat Window $eat rw $eat I I QK OK Q EO CUDH2026 T-2 3/8"x V-O 1/8" No I I ~ y.~ I I I Shed Dormer Q CUDH3224 3'-2 3/8"x 4'-8 1/8" No ~I J Dlr~, I I a- m O r I 71Z I n X O OG CUDH2824 T-10 3/8"x T-8 1/8" No I I w a QH CUGH2422 2'-8 3/8"x 4'-4 1/8" No I ~ K )m~ I ~~I I \ pL' J Q[' J V 6 I I O CUDH2818 2'-10 3/8"x 3-8 1/8" No ~ I I KO CUAWN2424 2'-I"x 1'-11 5/8" - No UP 0 I Ridge ~ p O I\ SITTING ROOM wi 3 \ \i / I I © CUAWN2428 T-IN T-3 5/8" - No \ Ix `o 'v I I DRAWING TITLE- -~Idge- - 'v MM CUAWN2632 2'-3"x T-1 5/8" - No 1 I ATTIC I O 2° Downeer O N M 3.75 m H. ier O j I ~ O CUDH4024 3'-10 3/8"x V-O 1/8" 1,11 Yes 3RD FLOOR I `n Hnral I ATTIC I I I Mode IRS o m Impac Model Numbers Refer to "Marvin". StormPlus. Clad. Impact Zone 3. Law-E II w/Argon Glass rn 1 ~ n,_q~... - _ - J N N w I Kn a Wall Knee Wall I x837 I II it DOOR SCHEDULE j II it JOB- i my i I I L9ha Dormer i I I I ~ Unit Unit Model # Width t Height RENOVATION/ /P6 I I I i t II O I II 'i ~ I I II I I ("Upstate Door"- Custom) KELLY RESIDENCE - 1 Front Door t Sidelites 121 O 2"x'8 ~(Dw)) ADDITION "Marvin" CUOFD2898 XR 7-101AVx e-10 1/2' Clad Ultimate Outswing French Dom fR.O.) 46 HARBOR LIGHTS DRIVE I ~ i I I ± I I ------'``.,---------'-i ii i it seurueLa NY "Marvin" CUIF02868XL 7-101/Wx C-101/2' ' I I I v \i' - I I I I I I I II it 'ZJ Clad Ultimate Inswing French Do" (R.O.) TOWN OF SOUTHOLD I I 16 II II I F____ _ j I j Ir___~ ?I rn ® "Marvin" CUIF028(.8XR Y-10 1/14'x 1'-10 1/2' 5CTMR 1000-91-2-9 Clad Ultimate Inswing French Door IRA) I I I I j l in C O "Marvin" CUSFD6068 XO L* 1'-15/0' x 1'-10 1/2' ARCHITECT: I ,I l I II I I II I ! m I II II I n Clad Ultimate Sliding French Door IRA) I I L I I I I I I I ~ I I I I W I II I II it G "Marvin" CUSFNO(.8 XO R* L'-I 5/8' x 1'-101/2' FREDERICK R. WEBER i I I o I I I I I II I I II it , Clad Ultimate Sliding French Door (R.O.) 41 EAST MAPLE ROAD i IL ~ I I va I I I I I I I I I II II I II it i I I I I I I I i t 'r O GREENLAWN, NY 11740 I I I I I y`a I I I I I I I II I I II I 52 NOYAC PATH I I I I II =II I II I I II I ;I * Verirg Operation WATER MILL, NY 11996 I I I I I I I I Rao I I ~ j I I p l TEL 931 '154-5555 it I I I - I I I JI II I FAX L31261-1084 II'LL-_______________y._______ II I KE' KEY I Shed Roof l l l I II I__Jll ii II , II :I I I ;I I ~ _r I I SEAL: Irl__J I I I I II I III I Existing Wall I III II I II II I S.SGRED ARC, I ll1 111, I 1JJ 1 ill Ra RooF I i.............. ' New Wall ¢•r"~a`°" R• ty'TFc I I I Roof 1 4 1 1111 II r -------------------------------------------------J I I V I ILI 'I I _-_-_J 41 III-_-_- z m Existing Wall ¢ a- r •I O m Removed In J QK ii I I it CO OK O I 1 K I w ;I r; ~a3 I II I I II e7n F I': 10'_0., IS'_0" 291_0" $d SQUARE FOOTAGE: Mac. J LY 19. 2012 REV,: 3RI 3RD FLOOR SITTING: 428 SF 3RI 3RD FLOOR DECK: 128 SF DATE: JUNE 4, 2012 A C p,g AB AC I AB SCALE : 1/4' = 11-0' N-0 JOB NO: m2011O5 I DRAWING NO. N B THIRD FLOOR PLAN N°~~ Q% 5 ' A8 OF AS FREDERICK ROBERT WEBER ARCHITECT I r-M ek-bat=-- , I - 'I I I - I ~ i er o ~ I I I I I ; - - - - - - - - - - - - - i i i i Ix8 "Azek" :8 "Azek" Rake Bd. :eke Bd. - - - - - - - - - - - - - - - - - - - - - - - - - - - ' ~ I-- T--- Ix8 "Azek" Fascia 6d. S "Azek" u asaa Bd. I I I , I II , I I I I I I I I I I I i I I y nn~ luul m O O O ~ II IM MI c I O O I assn O , n II I I 0 Copper Copper /f n w Gutters I Leaders Gutters t Urf Leaders n„ n __________________________________________________r7_ -_---_-rl I O ffTI I' i it ~nn II I II rn~n nJ O ; O O II LMJ r I I I o In e , ii aiding I I6', S O e he or rri e" tyl G5 - - v e igle Flare (Typ.) - _ e - Shingle Flare (T91 I I New L.I. Stone i ; li on Existing Conc. Foundation Wall ; DRAWING TITLE: I I I I, I ,I I I I I r ~ ,1; .r-c_==__r======ccc_===-_=====cr==-c_=_c-=c=====fir==: icr-_-_c_ I g SOUTH ELEVATION Cap Chimne u ELEVATIONS ::so Chimney a/ Cement Wash ;ement Wash I "Chimney Pot" Chimney Pot" 1/4" = I'-O" J ney W/ i Waah t of _ Stepped Brick Stepped Brick Pot" 't" Chimney Flare Chimney Flare JOB: i RENOVATION/ ftNeW ADDITION I I KELLY RESIDENCE II I~ 25 KfAWR LIGHT5 DRIVE I "7V1611 I MVLY, KI TOWN OF SOUTHOLD I ` 1 ' I Ick ® ® 1 ® ® . , ® ® I SCTMs 1000-11-2-L I i . Imney i RoW O O O O I ` C' C' I I I ARCHITECT: I I d I FREDERICK R. WEBER I 11 \I I I I 1 I I I 41 EAST MAPLE ROAD . e ee _ e \ e e e e e GREENLAWN, NY 11140 .__--r_______________----------------- r~_________n_____r__________________----_____:____________________~_r Ix8 "Azek" Fascia Bd. ,8 "Azek" 52 NOYAC PATH 'asaa Bd. WATER MILL, NY I141L ' I I I I 11 . ® 21I z I III ® be Wood Shingle food Shingle TEL 01 154-5555 M 1 1 1 I x 11 I i n a ay Siding 11 iidmg FAX 631 Ul-1084 I ' I I 1 I I O i1I I I I 'I III ' I I I I I `'1 I J FE O SEAL: 11 I O O O Panel 1 I O O O Aze ' rovide G~_i GK 00 I ' 5i ding 00 n C tl l Z 4O Ttn,7f h' I I I ' I In I' p.) 11 I I I - I I I 1 u' II I I 11 1'- I I I O o O _ Ix8 "Azek" <8 "Azek" F E 1 11 Fascia Bd. FFT~ 6x6 Pressure 'aacia Bd. I II I 11 I II I 11 I II x6 Pressure "reated Posts, II II ® ® Treated Enclose Posts Sqm Inclose in Square Misc. JULY M. 2012 Removes a Screen arch i n tapered Azek" rim, Strap to Panel Ins s ITyPpe.) W/ 5to I I 11 { O O O O 5 5 Tapered to Header, Anchoi leader, Anchor I II I II ' O O II i i Bolt to Found. ound. Solt to Found. DATE: JUNE 4, 2012 = I I II I II I II I Typ.) ' luestone F-l [ Shingle Flare SCALE : V4' - 1'-0' Shingle Flare (Typ.) JOB NO. w201105 Parch Flo I I - - DRAWING NO. II li New L.I, Stane i' Bluestone Slab Steps New Porch m/ I to Patio/Grade li Bluestone Slab an Em"ting Conn. ii I I I I Foundation ion Wall I I, I I~ i Li, L' J) 6%0 NORTH ELEVA_rlO { OF AIO FRE®EROCK ROBERV WEBER 12 ARCH0VECV M II 9 ~ II ` Wood hingle Roof - I , Sheds r Ga le W Gale Wall rn 1 I ,r I 11 I 11 , I I . I I I I I I I,~1" ~ , I I '-°_--°'-----'O-_-__°_'_------°___}~___-}lv~ - Deck ___________P .,_r o~Co per p -r'I r7 - i 1 Gutters 1 _L,I' j I Leaders I I ...SMx4---~ IFM 12 +~II li Azek" I I ® : L 1 }fffi iii „ Casing I i 7 (Exlsting) Wood Shingle ' O pO pO no Skiing O I I 0 I I P ' Upper Deck Rails: II ' ~ I I Part Height Shingle i 2nd Floor Walls• Cap W/25(8 1 II 1 _ Deck Meho eng. Open Rail i________ L P___ to 3'~ Hg t.- "Azek Balusters. Voc, Cap - -TT _ v Ix8 "Azek" II II II R I I I Rake Bd. Ix8 "Azek" I ® ' I: I I I I I I I \ I I I I i i Fascia Ed. II II II 'I I: I I ' i I Lxd Pressure ® I ® I I: I I I I I I 1 1 1 1 11 I I I: III G ,I 1 Treated Posts, Enclose Tapered Azek" O O O 1 \ E Trim• Strap to New Porch Header, Anchor Bluestone Slab I/Z' I I I I I L~~L~ Bluest Bolt to round. Porch oor (Ty;).) I 12 BI Baton I I , « a' _____<__<_ v eav< _ v_ 61 I II II p~< 11 ~ III __evvvos =ev_v-------- v New L.I. Stone I 1 I l j II I I I I I I - lil 1 it on Exlsting Conc. I I I I I I I DRAWING TITLE: III I FOUndZon Wall III II ~ it ~ 1 I - ELEVATIONS J r I II Gable all ormer I II I EAST F-J.EVATION I I I i II I I II I II , I I I'9. _I I I O O '1. I i.. , 82'-(O" (Removed) 29•+3. i`i.. JOB: Deck RENOVATION/ _______ry,_; ADDITION _ T7 i KELLY RESIDENCE - KELLY RESIDENCE I . HARBOR LIGHTB DRIVE i 26 I II ~ ,VY11'IVLV. pl i 12 TOWN OF SOUTHOLD 1 ~ ' I' II II New: I I 1 SCTMB 1000-11-2-6 (Existing) ARCHITECT. O O m i Wood Shinglea I . r i I i M i II FREDERICK R. WEBER loot N Deck 41 EAST MAPLE ROAD GREENLAWN. NY 11140 - - - - - - - - - - - - - - - - - - - - - - -------------------------------`52 NOYAC PATH ! ________II ' WATER MILL. NY 11116 I I ~I I ~I Y , I I I I I TEL 431 154-5555 FAX 1.31 261-1084 New: Brick ' SEA I I ~ I I I ~ •i GK Afrr~, i B i GK R. 1. ~~~t\ ~ ~ II O ii r O ~ I I I I O I I OJ I I I I I I , I I I I I I I I I I I I I I I 4*1 I I I I II ~I I I I ~ I I , 1 vi''~~*hV^~ b A )a( Bluestone Blues QS T Porch Floor " i II I I 11 SCOO 011 =e....... IP1. )5560 i t I F I i N V I New L.I. Stone I l I on Exleting Conc. I li Foundation Wall I 1 ii I li it u, Misc. AUG 21. 2012 --T--~ '119c. JULY 14. 2012 WEST ELEVAT NATION REV.: \ ~ C DATE; JUNE 4. 2012 V I ) SCALE : 114• - 1'-7 JOB NO: 0201105 ~l~l E 2 pn DRAWING NO. J LI AUG 2 7 20012 D L% 7 ?[IJG urPr TN[l nr~T!]Jlnio OF AIO FREDERICK ROBERT WEBER ARCHITECT 52'-0" no 0 -O' ill-a" New (2) II 1/8" New (2) II 1/8" LVL Ridge LVL Ridge 12 dem-2x112_ 12 BIM" .G. 12 5 ~luul 12 RR, IG"oc 5 (t) Betts US= 5 ._3. 19'-I" u She D mer New 2x10 Shed Dor er 9 1/2" F.G. RR. IG"oc 1 " Po t (2) 11 dge LVL II Ridge New 2x8 CJ, IL"OC 12 ` Betts (R30) 12 Ridge LVL W911 A p II w' LVi n. ' n _ I L 9 1/ 5-4. G 6pt•ta OT~, II 5hedl5o-mer -------------------------ti- New 2x8 CY . SR3 -Tf-- Gable We 1 ew 2x1 Gable We - - R ove E siting Remove Existing • i i R. U."o - Roof Raft ra 12 ;y Roof Rafters \~`.~T•i•••• - 12 -JI New New 2x10 u- J '~"p ' : ' ATTIC Salting Room-~ ` i SITTING RO M RR. IL"oc Srtt g Room r Well 29,_, Wall I 151-e" r-t 12" F.G. 11 -_picc FJ Alongaide Exmtmg - Cerh ' ---Pitched Bata (R30) Celhag~ ljw- lee' Slater ew II 8" LVL 4'-I" G: 9 1/2 fRSO) ' 3rd loor Be 2x8 C.J. IG"oc Fy 3rd Flo r~ - ~i . 2x8 C.. IL"oc Fy Deck ' t Dec DRAWING TITLEr „ 10 CJ IL"OC - NNew '2 dy w/ 9..1(2" F.4..i.i.. : r (2)'/8"x11" CGI. SECTIONS 3 I/2 (2) 11 Betts (R30P EMMUng 3 I/2: 1 ast angers or ) Bee,rmg Well set in Wall) i Neu 13> II 'I/B" 9 T91 31 y`y/ ~ I (WIC/ all /2: - New °11 II '1/B•~ L (Flush) Beano Wall LVL (Fl uah) LVL~Ndr. iv I walij I ~~_0~~ ' i 2q'-1"i i IWIC/Hell WaIU i i I Maho any Decking r N Reconfi sired Existing ^ ` . i t T 1 I 'f Existing Cantilever MJ Over Existing New New V 81ea Ewatrn O' tUP. Over Membranera 1/141 e 5 I/2" F.G. 'i M BATH Shower UPPER HALL m g Betts Batts (R30C) 12 as MBE 1st FI Beer~dg Well WIC I STUDY \ MBR i to Support nd FI STUDY ~ Roofing (Typ.) MBR 15'-I" 3'-G" 5 Bag' L' PI'-L' Bearing WaQi 4" T-3' •C) 3'-~• ' Batta (R21) J'-3' 15'-1" " 3'-G" 12 I Bagg L" WIndo i Wmd sting New (3) II I/i" 5 New 11 11 New II I/ "LVL FJ, Existing 2nd Flaor IL" ac (V nfg Depth= Remove Ex1~Gng Existing I I Bearing Well aring Wall New: 2nd Plaor a- IL" ac ( rrfy eptha Remgve E clog Existing Ing Wall LVL (Flush) Deck I J Existing 2 12 Depth) 2x12 F.J.. If!oc 2x12 F.J., IL'pc Wood ShInglea JOBi Deck Exmting xl2 D th)___ _2xly F.J., I oc 2x12 F.J., IG m i „ u „ n n „ ,u 1, u u n „ „ u 30tt Felt RENOVATION/ F.G. _ Existing (3) 2x12 sting (3) 2x12 FJ wl ADDITION (Flu Batts (R2U New (3) 9 1/2" •~r-.... .4°,. I 5 I/F.G. (R21) New (3) 9 I/2" Exmtmg 4Cut Beck on xmU (2) 3/8" Steel LVL Header ,......9x1.0.. CAS. 14.".95. i .Ad 11 1 3/8" Steel (Verify) KELLY RESIDENCE A L I T i12 A'I: Inlay aiV, ~ Y 1Z uaaIann I P.Il9'Q henna LVL Header ExI,OIn J. IL"oc -~4xIO~C.J.. xutlf i,.... i New 3 1/2" New 3 1/2" SOUTHOLD, NY l I Wall to House Bearing Wall I;New Pocket Doors w Coftered Ceding TOWN OF SOU~THOLD New Pocket Doors PORCH j T R onFi ued Exlstin Exi in : SCTM* 1000-X„-2-4 is POR 'T M DI ured c Ewatin wood (Inside Existing m DI ING ROOM LIVING ROOM 1/2' ywood I I Foode )mung O DI IN4 R00M FOYER s, L"oc Footprint) 9 II 2x4 5 uds, 14"oc pd T ARCHITECT: Bluest 5 1/2" F.G. I I Porch loor Ewstmg Exmdng Batts (R20 sone F211 Remove Existing Pr ExlsGn Floor g ExuGng IRD Framed Floor In Mortar) ~ i 2x10 F.J., IL"oc 2x10 F.J., IL"oc (sting 5 1/2' F.G. ;i (5et i Mortar) 2x10 F.J., IL"oc 2x10 F.J., IL"oe Structure O F.J., IG"oc Betts (R21) FREDERICK R. WEBER 41 EAST MAPLE ROAD ri r GREENLAWN, NY 11140 . I/2"PxIL" A.B, New (3) II I14New (3) II 1/4' Ewstmg IL"xIG" ' 'New' A'' P: 'Cone:' 32" oc (Typ.) LVL Girder LVL Girder mating Conc. BI. Pier x(3) II 1/4" Extstin IG"xl "xIG^ Neu 32" oc (TypJ NLVL ew Girder g Existin 52 NOYAC PATH WATER MILL, NY 11914 Slab; wl 4'xL"-10110; - Nw nc.ll BI. CRAWL5PACE on 24"x24"x12" Pier IOr!10Conc. BI. Pi x12" " New Conc. Bl. New IL"xIG" on 24"x24l CRAWLSPACE Existing 8" AWFF; RQInFr (Tgp;P New IG"x" Feound.CoWa Conc. BI. Pier Exmti g (T Conc. ugh out Found. Found. Wall Ftg.t "x Conc.4BI. Pier P. Conic, Ft Ems ng P. Conc. Found. Ems 2" Lnc. Well on IVx8" TEL 431 154-5555 on 24"x24"x12" 2" P. Ca c. Silab (Typ. Throughout Crawlspace) w hoo8"9 on "x24"xl2" (Typ. Thraug out 2" G Ftg. ,...''-sP. tg. Crawispace) 2" P. Conc, Ftg. FAX 431 241-1084 P. Conc. Ftg. rNew.4" t' New 3 1/2" New 3 1/2" Wall to House Beaming Well New Coffe red C tone bove (3) #5 Bars New 4" Stone Veneer Above SE (3) a5 Bars Y r Both Ways in Grade t 4" Conc. Both Wa s in Block Below Grade Pier Footings Grade t 4" Conc. EDMphij, Block Below Grade OkCK R, ~e1c Pier Footings (Typ.) (TypJ 4 F B E3 (DININIG/FOYER) SECTION SECTION AA IDS (DINING/LIVING) nT9 saes 1/ -4 11-01, Misc. AUG 21, M sc. AUG 20. 2012 Misc. JULY 19, 2012 REV.: DATE: JUNE 4,' 717 SCALE r f/4' - -D' JOB NO, u2O6O5 1 r f ~ ~ NO. DRAWING I AUG 2 7 2012 D O L~ U ewr FrI L_ iitl'VPI OF SOUrIRD OF AID ti FREDERICK ROBERT WEBER ARCIBTECT Q 2'-91/2" 21-0" I5'_e. ~~o 41, New (2) II 1/8" LVL Ridge fU:ll' l/8" LVL Ridge 12 nv~ l~u~~u l 12 - ~ 5 Main Roof (Foreground) She D mer New 2x10 ' Shed •Qor er New'' 12 2x10 RR. W, oc II l/8" e - RR, IL"oc 1 " (2) 12 J.• LVI (2) II l/8" LVL Ridge ' LVL Ridge II Gable We ew ew 2xl ~ ~ fl Remove stIB P0s R, R, 16"o Iuu1 4 122 I i r Roof Rat a., . ATTIC o ATTIC Wit TaOgm-:P~ ,dTTI - ~-Remove E><,eting 5'-0" L" 91/2" F.G. T-O' 191-9" Roof Rafters 15' 9" I it ,1= blot New Bat( III LVL Batts (R30) IA Existing FJ ngside Em Ing ' ite 3rd Floor 2x8 J.. IL'oe - '-Cad _Pitched 2x10 C.J., IL"oc on C. Deck - - - Ca~Hug_ I TLE: New (3) II 14New (2) 9 f/2" LVL New (3) 11 l/ " LVL w/ - Exiatu Ewabng R¢o+'"- r DRAWING TI 9 1/:" F.G. LVL (Upset w/ ~'.d2 w/ (3) 2x10 RR Batt, (R30) Remove afters ~,y.. ..12)5/8"xIP° teel, e, New 2x4 ..Existing 2x9. \ SECTIONS I I= Emstg Remo Raf (Joist Hanger for FJ) Bearing Wall _Nem____ Rearingg Wall II- ~ ters 2-0 2-L' Mahogany Decking New (WIC./Hell Wall) n m P.T. Sleepers c Over Membrane BATH CL, HALL BR 1 Recanr lured Exutun New•. .•Nee •I 'I• 'T I N 12 Roofing (Tgp.) 5 F.G. I/2" f.G. 12 BR2 m BR 2 as Between 6eamale5(ubFL HALL B'R.5 Br.S r~ \ I i. L O ~ i Batts tts fR21) atts (R21) 5 Bnd° ay" i L' IT-41 4" 4" is, 51/2" 15'-91/2" VT 2)'-3" , Wi .I ` 43 rn 9 1/;" F.G. Existing Remove Comp. Existing 7f3 ` New 11 1/4" LVL FJ, Galy. Joist Enst 2nd Floor Ha era (Typ') m rl tmg Ewstdng 2nd Floor Bath (R30) 2x12 F.J., IL Beam t Kneewall i 2x)2 F.J., IL"oc Deck r a- IL" oc (Ver fy Depth- Remove ExfsUr~g g Deck I ' Ewamng 2xl Depth) 2x12 F.J., IL"od 2x12 F.J., IL"oc F.J., I6"oc Roof Existing JOB: ' 2x10 C.J., IL"oc a RENOVATION/ New Wr New (3) 9 I/2" ii kii U ii ENew: New 'I L2 uOBa IL (Veri ADDITION 2 F w/ (2) II I/Wall, 1'+ ib KELLY RESIDENCE . LnA[U Ex,,t,ng ? Encase m 578' 9B II F.G Neood Shi is (R O) Raise Exi Shingles f Beam in' YFIaa10 ` les LVNew L ( Header /2" (2> 8" Steel R ...U ) R ( Ver Ry> Under /4?, VL LVL w/ (D 2x10. G:~u.lb"oc ...7gpF."2C ~9P...Bd:) _ ..a Hdrg' E30R...F.al' lUo°d j..........i Ewstmg (3) ex12 FJ U 3.0 Fall- "ocm n9. u u.210 C J m IL "ogc/ u ~ LL Beam I XT Steel le "Sinter" 11 I/9' LYL Eastmm , New E3) II I/4 New LxL Beam w Cedma m kitchen ' I Nem 2x4 New 4x4 E New Gxb Beams z~ hingles 215 HAR9OR MHT$ DRIVE a " (For a' High I_/2" _Mvc F/21 Pjywood PORCH LVL I(FI sh) " 'Woe Infill Cede g as too. Bearing Wa11 L II'-10" 4" 2'-2" 4" 3'- " 3'-9" 201-9" Garagae Dowd G' 2x4 Stud 2.4 5tuds, IL"oc (Inside Existing Cover W1 eim TOWN OF SOUTHOLD Footprint) i i T Relic nfi ured ' Existing SCTMs 1000-11-2-4 Bluestone KIT HEN i I DEN 12' SCREEN PORCH move Existing 3 1/2" F.G. Exist g Porch Floor ARCHITECT. (set in Mortar) irv `v 5 I/ .G. Existing l i l Existing III asting 5 1/2" F.G L__12xtO New I New Existing F.J., IL"oc Batts (RIS) 2x10 .J., I 'wc Remove Exi In Batt!"1 2U II 2d0 F.J. IL'oc , . 2x10 F.J., IL"oc 10 F-J., IG"oc Batts (R2U i FREDERICK R. WEBER Framed Floor I fV I I it Structure 41 EAST MAPLE ROAD GREENLAWN, NY 11140 1/2"0x16' B. New (3) II 1/1" Exwtm Exmting IG"xlb" 52 NOYAC PATH _-New: 7" '--Cdnc:--- Existing IG"xIG" - '::.5166.w(t4'xL";1Qb,1,f0'.; Conc. BI, Pier New 4" P. Conc. 32 oc '(T p.) ILVL Girder New 14"x14" Conc. BI. Pier WATER MILL, NY 11414 - 'WWF''Yteinf.: ¢7y pJ 'Naw.C.0M BI;7 on 24"x24"x12" Existing E Found;: Well: P. Conc. Ftg. P. Canc, New Ca'nc BI. CRAWLSPACE Eng SIa6 all 4'x4" 10/10 Conc. BI. Pier on 24"x24"xl2" Existing 8" .Ba'ckfdC:: onc. anc, Found. WWF Remf. (Typ.) Found. We on 30"x30"x12" Exis ng IL"x8" PConc. F tg. P. one Exist n P. Conc. Ft . P. Conc. Found. it - 9 TEL 431 164-5656 P. onc. 5lab 1Tgp. Throughout Wall on . Ftg. FAX 431 241-1004 . . ' : 2" P. Conc. Slab ffew e ll. Con IL c. Ftg. Backfdl Crawlspace) P.Conc. Ftg New 4" Stone (3) 45 Bars Veneer Above SEAL: Grade 1 4" Conc. 11'-all 13'-1" 20'_1" Lg,~u Both Ways in Pier Footings Block Below Grade \c-1-nM ARC s- ~r (Typ.) G cK SECTION DD (SCREEN PORCH/GARAGE) SECTION CC ~C (KITCHEN/DEN)~~~~~~"5_~~;~'2 r._ ~rv Misc. JULY M 2012 REV.: DATE: JUNE 4, 2012 SCALE : 114' - 1'-0' JOB NO. 11201105 DRAWING NO. i LJ~.] O \.=..1 OF AIO I~ F I N 1 S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS FREDERICK NOTE: ROBERT PITCHED CEILING IN OFFICE i BR 5 iE- GABLE PROJECTION 2x4 CAP WEBER ID s z s 'z W ° s i'W m W W W .,V. z m is I WHERE OCCURS N to rn 0 Z' c 1 m r- ' p c 8 Y i ~ C U Q Q Q Z 3. It z w? i a U PROVIDE " MPSON" ROOF: 2x2 BALUSTERS W Q ID ID ID K O 4_ z ~a U - 0 z C a7 T Z, H' > w a D D F y' ¢ a- 3'.U D tL a m' (p° m Cl W o z GALVANIZE "H2"' OOD SHINGLES HURRICAN CLIP" 5/4 x3 LATHE (Horm. It Vert.) 51 O.C. ARCHITECT 01 z~ 4 0 i O O Z U O ID Z W v j ID 'W U< W ON ALL RO~F 1 30t! FELT fY O r t- W LL O, U EV IV N i L7, Q_' o _ w z 1 Q F O = G, U\ O> 4 ~N~' j z d O< o j RAFTERS 11-0" 5/8" PLYWOOD SHEATHING - - - - (34" WIDE STRIP OF ICE i WATER 5/4 x 4 MAHOG /4 x 4 MAHOG E~ 2x8 CAP DECKING ON SLEE ER5 s - t- s' m u m v P U rn z U, a v, z L7' ID m w 2 F' N r$ 0 U AD m r- 2x10 R.R., TYPICA SHIELD" a ROOF PERIMETER) DECKING ON SLE I6" O.C. °OVHG. FOYER 's 0'0 91-0" Britten Paneling to 2nd Floor nd Floor 2xL BLOCKING/ INSULATION MEMBRANE ROC EMBRANE ROQFI G 1/2° PLYWOOD LIVING ROOM 1 10 lb 9'-O" Panels to 40", Coffers per Mn STOP BETWEEN RAFTERS L.C. OPPER er plan 2x10 C.J. 3/4" PLYWD. p 16" O.C. NOTE: ALL PLYWOOD TO PLA THING PITCHED BLOCI PLYWD. 2x4 STUDS, 14" O.C. Height) LAP TOP WALL PLATES ITCHED BLOCKI G L.C. COPPER SCUPPERS /TYP.) DINING ROOM .1, e . 8'-0" Ii Boards- 8' (Full Height) KITCHEN/BREAKFAST lei 0 ~ 0 0 0 1010 91-0' Bmam Clg. a/Beadboard Infdl ird Inli11 IN CONTINUOUS SHEETS o00 0 oooc ~ o00 0 _ O DEN 0 lei 9'-0" Batten Ponds to 40'. Beans per Plan w per PIM Ix2 SHINGLE MOULDING (ON RAKES) { t. TOP OF 2ND FL. GALV. 2x8 D.J., 14' O.C. I g - COPPER GUTTER WALL PL. BOLTS, IL" O.C. GALV. JOIST HAN D.J., IL" O.C. W/ J POWDER It 91-0" Beadboard to 48" Hgt. LL 10" F.G. BATTS (R38c) 1x8 "AZEK" FASCIA BD. LV. JOIST HANGER5 STORAGE N MUDROOM Iw 91-0" NO Boards to 44' Hgt. 4gt. (2) 2x6 TOP WALL PL. 2x8 RAFTER IE, RIP FOR PITCH 10 (3) 91/2' LVL HDR. (TYP.) 2x4. 16" O.C. / LAUNDRY 91-0" CROWN TOP OF ROUGH OPNG. Ixb TtG, BEAD t J igt. FOR "MARVIN" FRENCH CENTERBEAD, "AZEK" - CROWN IL --X /I J BATH I 9'-0" Breadboard to 48" Hgt. DOORS t DOUBLE-HUNG SOFFIT W/ 1/2" SCREENED 1x6 TtG, GALV. iALV. SCREEN PORCH 8'-4" Breaded Ceding WINDOWS- ('-10 1/2" VENT STRIP BD_ t C,BD, HURRICANE 4LIP5 ANE GARAGE 101-0' ABOVE 5UBFLOOR PORCH CLIPS .,LIPS nn nn nn Ixb "AZEK" FRIEZE BD. (LAP CASING CEILING 40" Hgt LEAVING 3 1/2" EXPOSED) (TYP.) STAIR (Main) Varies Blatten Paneling to 40' Hilt L~I STAIR (Rear) Vanes Blatten Paneling to 40" Hot 40" Hgt 5/4 x L "AZEK" WINDOW CASING (Head) STAIR (3rd) Varies 40" Hgt UPPER FL OR/ DECK/ O UPPER HALL 8'-O" Blatten Paneling to 40" Hgt 40' Hgt WINDOW SIZE )ECK/ RAtI MBR HALL 8'-O" Blatten Paneling to 40" Hgt MBR 81-0" Blatten Paneling to 40" Hgt 40" Hgt (VARIES) 13/4" = 1'-0" A9 _ WIC (His/Her) 8'-0" o T m {gt, BR 3 ° luln M BATH 8'-0" BVeadboard to 48" Hgt. Of STUDY Varies Batten Paneling to 40' Hgt. Y H9L O BR 2 8-0, J BATH 2 0 0,~' 0 8'-0" Beadboard to 48" Hgt. igt. - WOO SHNNG E5 LL BR 3 81-0„ 30# PELT Z BATH 3 O _ 81-0" Beadboard to 48" Hgt. let. (Y BR 4 i1 8-0- 3/4" PLYWD. igt. NAIL 5UBFLOORt GLUE) BATH i 81-0" Beadboard to 48" Hgt. BR 5 Vanes TOP OF 2ND FL. 5/8" P6Yj0C D SHEATHING BATH 5 Breadboard to 48" Hgt. {gt. SUBFLOOR 2x6 TUDS. C./ 5. BAT15 G (R DECKS L.C. COPPER SITTING ROOM 81-0" 6leadboard- Full Hgt. X t. DRAWING TITLE: (A DECK i COPPER GUTTERS SCHEDULE 5 1/2" F.G. BATTS i LEADERS DETAILS (SOUNDPROOFING) _ I/2" DIA. GALV. 0 OF IST FL. BACK BOLT5. IL" O.C. JAL L PL. (2) 2x4 TOP WALL PL. N I BAND CROWN N (3) 9 1/2" 131 9 I/2" LVL HDR. fTYP.) Ixb "INZEK"FRIEZE BD. MOULDING ALL PORCHE ON S LVL Hdr. 5/4x4 CASING r+l N 5/4x "AZEK" SING (TYP+ - - - JOB: N \ GALV. ~ r- TOP OP ROUGH OPNG. _ HURRICANE CLIP, ALL RENOVATION/ m FOR "MARVIN" FRENCH RAFTERS DOORS t DOUBLE-HUNG ' ADDITION WINDOWS= L'-10 1/2" KELLY RESIDENCE ABOVE SUBFLOOR f STRAP HEADER n uaesne I ~~.uTe Hanle TO 4x6 POST I I SOUTHOLD,NY'~ 2 3/4 ¢ N 213/4" 3X"i 5 1/2" ~ 4 I I I LxL Treated Post, I ~ I I I TOWN OF SOUTHOLD SCTMS 1000-1I-2-6 Encase in Square Tapered CROWN WINDOW B . E WIN OW SIZE Precast Column, Strap Top I HEAD AM-T'YP. Half Fall Size WINDOW SILL- 3" = r-o" n (VA IE5> and 80ttam (Typ.) ARCHITECT: Half Full Size ELEVATION 5/8" o I I I ~ FREDERICK R. WEBER GYP. BD. I I I ~ 41 EAST MAPLE ROAD ' GREENLAWN, NY 11140 \ I ~ I I M I ~ I I 52 NOYAC PATH WATER MILL, NY 14176 DINING PORCH IST FLOOR TEL L31 164-5555 N I i I I PAX 431 261-IOS4 EXISTING WOO SHINGLE I I I Note. M Where Wndau 51lls - so SEAL: Occur Deectly - es m 5UBF LOOR 30# FELT Ahove Countertops, m Eliminate Casng and M 5/8" PLYWOOD H ATHING I I I p K Extend Backspplash to N I I I 2x10 F.J., 14" OC 2x4 TUDS, 14" 0.C./ Underside of Sill ~y BACK 5/ WAIN5COTIING L' F. BATTS (R 1) I I I TOP OF IST FL. 3/ WINDOW BAND Top of Existing TOP OF IST FL. BLUESTONE Fm. FI. EL +12A' r JBFLQOR 3 I/2" SUB LOOR TERRACE I I I I 11. .I..~ SILL CHAIR RAIL 1 w Half Fell Size WINDOW/DOOR Hal Full Size - F CASING- TYP. Half Full Size TREATED p P REINFORCED I 2x6 TREATED u 110 SILL PI. II P. CONC. SLAB o 0 it W/ HAUNCH 9 C J. SILL PI. II 2z4 ° BASE OF y,~ 5/8" COPPER TERMITE II SLAB EDGES GYP. BD. SHIELD AND SILL SEAL I~ PIN SLAB TO LONG G ISLAND LONG LONG ISLAND n FLARE REV.: 3ULA l9, 4o IZ, STONE FACING IA TRIM BO. TYP. ON FOUND. WALL FOUNDATION WALL STONE FACING 5TONi FILL FOR STRAPPING NOTES, 8' ~-GRADE LONG 15LAND DATE: JUNE 4, 2012 SEE DRWG. A9 10" STONE FACING SCALE : 3/4' - I'-O' STONE PORCH TO FOOTING 4" CONC. BL. JOB NO: u201106 TO FOOTING M m COVE 8" P. CONC. 3/4" = 1'-0" A9 CELLAR DRAWING NO. r CRAWL5PACE FOUNDATION WALL ON 20"x 10" CONT. P. CONC. FOOTING (TYP.) SHOE m I/2"/e" I/e I/ BATTEN 2" P. CONC. SLAB WIDTH AS REQUIRED 1/4 PLYWOOD TYPICAL o a I-STORY SECTION WALL SECTION WALL SECTION It 4 BASE CASING WALL CAP 2 3/4" 8 BASE 4 BASE MULTIPLE UNITS OF AIO Half Half Full Size Half Full Size Half Full Size Full Size SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS FREDERICK ~ 2 x G TIE 9 EACH RAFTER Jattt Dwor"M Nell slees Ndg Spsdnq ROBERT WEBER 4001 -N-~ ICE SHIELD UNDERLAYMENT ROOF FRAMING AMINO REQUIRED - 24" FROM EDGE HURRICANE CLIP RAW bTapplate (taan¦lled) 3-Ed perrafler TYPICAL, CdhV Joist lo Top Pisb (Ta"aled) 3-ed per)obt ARCHITECT Culling Joist ft parallel Rohr (FeasaulsM CMlh/ Joist Lapa over Partitions (Faoanellut) 3. 16d each lap 4. led each Imp ALTERNATE POSITION OF Collor Tie to RAW(Fac"W14 2-ed pertle HURRICANE CLIP USE SIMPSON H3 B1od ft b Rohr (Tae•r W Ied) 2-8d each end Film Board to Rehr (End-nalisd) 2-1ed each end WALLFRAMING t1MIN0 Top Plablo Top Pleb (Facenaled) 2-1ed ' pertcot Top Plates st Intersections (Faaenalled) 4-led Jolrb4sch elde MST31 METAL STRAP Shut b Stut(Facs•nalad) 2-led 2,r o.& SIMP50N H2 HURRICANE 0 ALL JACK POSTS Hmdrbtbadsr (Fsos•rsllsd) led 16' ox, eleng edges CLIP NAILED. FROM PROVIDE 8d COMMON RAFTER TO STUD. - NAILS 9 4" O.C. AT a/ 4 - ad NAILS 2-led per 2r4 sled TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Topslic", Pigs to StAMrsi•natisd) 2-led per2aedad 5 - 8d NAILS EACH END SHEATHING. 2-led per2d94rd SHEATHING TO LAP TOP WALL PLATES Bottom Pltle to Floor Jold,BendIolatEnrlold or Bladdnp (Face-nulled) 2. led per fad APA RATED PLYWOOD TO 4 - ad NAILS FLOM FRANYNG EXTEND TO TOP OF TOP PLATE. TYPICAL WANG Joist to 811, Top Pisb orGirdw (Too-milled) 4-Bd perjolat 4 JACKMPETAL OST STRAP Br WpYp b Joist (/Toendkd) 2-8d sochatlr aand MST21 9 STUDS Bbaldrlp to Joist } oaauled) 2-8d each erel w/ 4 - 8d NAILS 948' O.C. 51MP50N M5T21 BloddnptotNlorTop Plat(Toe•natisrq 3-1ed 11th blodr -18d asahjolst 3 t Q /EACH END - TYP. 11/2" WIDE - 12 GAGE LedpsrSh~lp . yto,,Bum(Faoa•nallsd) METAL STRAP 032' OC. Jaiston Ledparto Beam(Taenatied) -ed 0 3-1ed perJolel FLOE FLOOR JOIST MAXIMUM. Band Jdkto Jolet(End•naled) Band JoMtts 1111 or Top Pleb (ToaislNd) 2-led + per fool DOUBLE TOP PLYWOOD SHEATHING ROOF SHEATHING EATHINO n n PLATE TO OVER LAP BOX H HEADER BWdwal Pansis 8d 4 o.m perhnsfer zone other e" o.m edges a Q 2 x G 914" O.C. BEAM - TOP + BOTTOM. SIMP50N MTSA IS-Z W/ penal .12" o a h bww STUDS (G) ad NAILS TOP t BOTTOM a 32" O.C. Diallenel Board sheaNlhlp of penal 1"xS"ori"xS" 1"x 10" orwlder 2.8d persupport 3-8d wouppart CEILING SHEATHING HEATHINO fl Gypsum WY6oanf Sd Twigs/11Y 81M inn nJ WALL SHEATHING EATHINO I u~u SIMPSON MTSA 18-Z W/ 11-(4) 8d NAILS TOP t BOTTOM 9 32" O.C. &mohaal Panda W (ees table 3.9) 51MP50N LTPi-Z W/ Fiberboard Push SIMPSON LTP4-Z W/ ILI ad NAILS TOP i 7f18` Od 3-odgelVftld (G) 8d NAILS TOP 1 ed Todge/treeld BOTTOM 9 32" O.C. FLO( FLOOR JOIST BOTTOM 0 32" O.C. 25132" NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION Gypsum Wallboard ttd Tedga/lrrtleld DRAWING TITLE: 8d NAILS 9 4" O.C. Ha1dbMld sd (aso CODE DETAILS 2 - 45 REBAR cn (SHEATHING TO LAP SILL PLATE) Paditlaboard Panda .1: ed (v"w)ees lehle a.9) (2) 2 x G SILL PLATES DlapondBoaldSlMaWbq i COPPER TERMITE SHIELD" ACQ TREATED. w/ SILL SEAL (TYPJ )y~:~' :.:~r r9';=!~ ! 1 y < ! t e, 1 4 1 1 1"x6worl"xW 2.8d paresppat 5/8" x 14' A.B. 932" OC. 1"xitY0rwider 3-8d per luppoR SEE FOUNDATION DWG. w/ 2')Q'x3/I6" WASHER. l a ! FLOOR SHEATHING EATHING FOR DESIGN/REINFORCING (ir (HOT DIPPED GALV. OR " - STAINLESS STEEL) •i-t `t'r'i!': •t:;`i+a. ..,,i,; ::::r. 4 , • . swe6val pa"s ISOLATE WASHER FROM 8d Wedge/12"field prmler tlran 7" ELEVATION 1"°`Ima lod Vsdge/8'8eld JOB: SECTION SILL PL W/ FELT STRIP DYpomd Board Sheafti; 2-ed p oomorl RENOVATION/ ICAL PATH 1"xiWor"aAder 3-6d pereupport ADDITION HOLD DOWN + SHEAR CONNECTION CRITICAL KELLY RESIDENCE 1Na r4requlmrsrdsNbmadanwall a*Wftnalsdit"onaanbratthepmat91111.If wals nel edge. ftwa8 slrslhhp is now now merde for struaWral memban@W 26 HARBOR LIGHTS OWE 3" anwnW attire panel edge to obfdn hWwdm ar_,-ospmNka,using reWyaments for druOWr ..-.-Y-.--.--6 CAUTUnLn MY I bedoubm,er aurnais ccvir i,NWIOgnRPews ew~uy2Whee well eho0hq b E011EEmwm am ooMeaEW IIM f1, Et tsbul Wnumbsf of mkb mN u, _ e.,.,. "u.. M*w of;Z shall to pa milled to TOWN OF SOUTHOLD ~ I I be wlddCed 101-16d nM perfooL SCTMS 1000-11-2-6 I ARCHITECT: U er ck I Upper Dec FREDERICK R. WEBER \ Shed 41 EAST MAPLE ROAD GREENLAWN, NY 11140 DESIGN CRITEF N CRITERIA: WATER MILL NY 11916 Re verse Re erse abe abe I L. GROUND SNOW LOAD - NOW LOAD - 95 PSF. WEATHERING - SEVERE FATEL X 111 154-6550 -EL - 90 PSF. L.L. FR05T LINE DEPTH - 36" I 11/4' x 20 GA, GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL 3A5 - 90 PSF. L.L. TERMITE - MODERATE TO HEAVY AROALDL Hl d COMM R SURE IZONES• °C" Ridge w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS i - 30 PSF. L.L. DECAY - SLIGHT SEAL: NOTE: HIGH SURE ZONES ARE ALL AREAS EACH END 014" O.C. EACH END 014" O.C. BEDROOMS WIND SPEED D -120 MPH ' v-'~' 4'-0° FROM A RIDGE, HIP OR GABLE END R Id9e - Ridge 11/4" x 20 GA. GALV. STRAP 1 1/9" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGC -SIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES w/ 5-8d COMMON NAILS TO w/ 5-8d COMMON NAILS IN FDN. 016" O.C. EACH END 014" O.C. Shed DESIGN CRITEF N CRITERIA: STH. 556 A n1..,i DESIGN IN ACCORDANCE ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL :TION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. i 1 i Dormer 2'-0" MAX. WINDOWS - G DWS - GLAZED OPENING REV.: 311AL,-1 ),9, qo12 2'-O" MAX. I DATE: MAYO 2012 j ~Shed 2 - 8d COMMON WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE : 1/4' - P-O' NAILS TO SILL EXTERIOR WINDOWS SHAL PLATE DEBRIS TO MEET THE RE MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM ev rse Shed Rev rse R E 1994 AND OF ASTM E N OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: W201105 RESISTANT GLAZING, WOC OF 1/14" AND A MAXIMUM GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS ID A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING 773 i~ -a Shed R v Gable PROTECTION. ATTACHME ~N. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 14" OC DRAWING NO. FOR SPANS UP TO 4' AN i UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' ROOF I'LAN GARAGE DOORS TO BE )OORS TO BE RATED FOR 120 MPH WIND LOAD. /A\ O M.T.S.) CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR COMPONENT AND CLADDING PRESSURE ZONES OF AID i FRAMING NOT S (THIS LEVEL): LEVEL): FRAMING NOTE=S: 9. NAILING SCHED AILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x4 STUDS SHALL RECIEVE 5-I0D NAILS AT SILL NOTE: EXISTING 2ND FLOG STRUCTURE 15 FRAMED WITH 2 RAMED WITH 2x12 F.J.~1 VERIFY HEIGHTS OF 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER AND PLATE. A AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SPECIFIED II 1/4" LVL F.JS OR THIS FLOOR ALIGN W/ EXIST LIGN W/ EXISTING 2x12'S. FREDERICK 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. 10. PLYWOOD SHE PLYWOOD SHEATHING TO BE NAILED WITH 80 i 4" O.C. EXTERIOR EDGES AND 4D a 12' O.C. INTERMEDIATE. TYPICAL "EVE'S" ON THIS .LOOR FRAMING PLAN ARE 1 3/4 AN ARE 1 3/4" x II 1/4" MICROLAMS. ROBERT 3. ALL 5UBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 11. ALL ROOF RAF' ILL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON' TYPICAL MINIMUM HEADER 2) 2x10 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVE[ OR APPROVED EQUAL. WEBER 4. ALL HEADERS V-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. 9'-0" AND OVER WITH TRIPLE UPRIGHTS. 12. ALL PRE-ENGII 4LL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, DERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS ALL HEADERS SHALL BE: A MINIMUM OF 2-2x10 IN WALL 1 3-2x10 IN 6" WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND HE ILL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM J015T SHALL BE REQUIRED AT FLOOR ION IN L J015TS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. REQUIF 5. SOLID BLOCKING SHALL 15AIR CIRCULATION PROVIDED FOR ROOFS. 6" DOUBLE FRAMING AROUND OPENINGS (5kghghts, Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE !IMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. ARCHITECT PROVIDE 2' SPACE FOR ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS o 24" O.C. 'ROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. T. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRE: BRIDGING TO BE PROVIDED FOR ALL J015TS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. i 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "51MPSON" OR APPROVED EQUAL. 15. BRIDGING TO I A B C I I AB AS A8 A8 i I D I I I I 6x(. Pressure Treated I I Post, Encase in "Azek" I I Tapered 3 are Column Enclosure (Anchor Bolt I I to Found., Strap to Hdr. Typ.) I I I I MJ1 I _ .7' -EM _711- (3) 9 I/2" LVL 9 1/2" LVL (3) 9-1/2" LV / (I) 5/8" Steel T (3) 9 1/2' _LVL a/ k1) 5/8" Steel IQ i 1 43) ==4 =-(3) 9`1/2" LVL l-~ ==_(3) 9 1/2" VL y (3) 9 1/2" ~_L--------- ____________________y----------- i I > - J .0 U , I I II ~ I ' I u V I I I I 1 I 1i11r ~I - fr~ - ~ ; - o I ° , , , ~ I I Line ' I I' rv j .I I'~il it I of Bay Above t~ PORCH YQ c SCREEN P,QRCH 'I ; I , 1 0 £p i O r I I i i O 't i i l I I I j( \ I I I I I I 0 I Il lu (I U W:pt 1 I 1i1o4 K1 qc m:5 i U aeN " N_ I I I I h o I, 1 Post z I 1i11 T ' YC .I U: ~ II oO Above °.R u a a Line of 2rldlLF_I_o_o_ JJ' O1 3 _.E' _ Z nn~ =n_.- .r _ AF - ~.'ILIL_~,'_r_____-{ja} Ir luul y II ~J.' line al 2nd Floor a qP _ ;z I f3) II I { /1' LVL 11 14 LVL r pl(2) 11 4" LVL UW1 U Ilj W w l W i i IIII I rn i W i _ r (3) 11 1/4" LV~ 13 11 1/4" LVL 103) it 1/4, IjVL :11, 1 11 1 Beams (Typ.) 1H+ wl 1 =_--_----.lp7=-_=_ _'-"=_I ' 1 r III Remov7e E sting 13) 2x12 rfz u1 4F all 2x12 rFlushfi I ' ~I'~ I I ' ' m~-- _Remove EQyC7ng 2x12 ZF1USh) ----_I' 1 I i - 11 i ' II ii 11 BREAKFAST h' Q A i I 11 KFA$T ~nn n QIIII I JI,,_______ ,11111 - -11 ~ ` 1 ,-all III =e II =1i A I I J I 1 y. 1 Q C 1 uyp e : 1 Byl' )1V01 j 31 I _ I ~ I 1 1 III I I I o y ~iili Q II pill, LL BII w 941, - w II ,1111 li LI I M1I - J n~J luul n ~Ie1 - III Illut---------- I _ ] p Ir II II 1 a . ' °'lll __IU IIt =====s--~ --------------r---°, u- £~--Remove Exutmg Walls (Tgp.) ,III Adl III1, \ UI TII J 11 I vl J s J IIII a 't'r II I III( i 7 u jii >it \ Ii a a j~ IIJ W LAUNDRY QII J _ II I I-------- II I, II p ;rills DINING ROOM i J u II ,1111 oli o T_ Ill ,i110 Reemov Existing 2x8, Il;"ac EI 2x8, 1("cc Ei i Remove MU OOM i 4 v \ =11,1 ~ \ TII 111 U I li li .III Z i Ilr ITS ~ III - 77 \ rRemove Existing 2x12, I6"oc ______T~ _ { a41iI 3g III __I__ Z __c__= L--- _ _ _ r_____rp_____________...,III 1l R Iff i-- ~1`'L1 31 New 3 1/2"6 k - N DRAWING TITLE: m w all Z > i, New WIIl Wr Beam zllil Steel Pipe W I o z Z z ,I% Neal 1/2"A III New W 12x96 I 5tde 1 Pipe t u plr ti L -*----r----~~------------ , "-i---- %=i ~I New H-4"-6VL 11= BATH I 2ND FLOOR I o I 1 1 I FRAMING I I " I r 1 I I I III I _+J_r~l- (15T FLOOR) 2x4 Non-Bearing Wall (For Deer 'Pocketa9 2x9 Nonaean g,~lall (For 'Packets") I ,L-+-J/-I_ ~I I III, it 1 I - ~ ~ --A -TT r______ _______Z _ _ 2x4 Bearing Wall (2) 11'T/9" LVL 2x1 B,e¢rmg Well ul (2) II it/{'ILVL 1I 111 Remove Wells -Typ-zEE rating 1 1 11 II ~illl _ J j II Y-------- J------------- Is (T9P' ) J III ny I II `I I, I 1 ~f_r 111 _ ' 11 I I 11 1 I 111 //l I 7111~VL (2) 9 1/2" LVL i i t I I , 1 1 1 at u I1> ~ - -KITE F1>Eistln9 2a<12 FJ, IL"oci i i ni iii IJ I I r I I 1 1 \ i III I I ~ , N f 1r 11 ryi lllw Il:r ioN 11 I 1 I i I III 11 I JOB: I I = , III ~ II I I 11 ,I 00" w ^i Ill u -yi lh> I I RENOVATION/ y ADDITION li i i 1 1 y in III 1.1 iU w PA itRR j1 11 R III ^ IIIEwsting I ~IIf¢ \_II n ~ I KELLY RESIDENCE ii i i i i UU)~ i.1(3) 2x12 fFlueh) r. ' 25 HARBOR LIGHTS DRIVE c e ~ , ~ I I~ II 41 I RnuTUnLn MY - I I 1 1 1 1 1 I I _ I I `Ematmg (3) 2x12 w/ [2) 3 ?xl2 w/ (2) 3/8 II" Steel IE ` i'il III u II I I -TT 1I 1 I I p - -f ) x4 _1 TOWN OF SOUTHOLD TT I 11 II I II. 1 1371 Kx6 II (3) 2xL I 11 ' I -I-- PCs Post 1 ii z 1= z~ Post I > STORAGE I II " I New W 12x50 WF Beam _______JII' SCTMS 1000-11-2-6 4_- I_ II L - Exist naai i(3) _2x{~ _w/ (2) 3/1 II" j teel IL' i I,_ 1 y '1-- A_'-----•-'-'- I ARCHITECT: :r . 1\ Add (IY 4V1 w/ (1) 3/4"Al" teel IQ I ;'i---- 1 .LYi}1- e g Bel - u- New 3-11 Y (Remove Built-up Beam Above)=wNea 3 I/2'W u Steel PI 111$teel Pipe Beams (Typ.) 1 I LL LL ____3~- rl_-____ rv _ Column li llpalumn I r--= III rv GARAGE n Inl ii x x 'III I FREDERICK R. WEBER 1 If 1^ II II I II. J t II 11 II L_ 11 11 II III II 41 EAST MAPLE ROAD Cut Beck on Existing x k on Existing 2x12 FJ. IL"oc w _VE If Directlar Tof u -u III N IN > III^w 1 y = Y-- y h~ w >II1v rn T J II> GREENLAWN. NY 11140 Pr 1 rl a 1 11 m Ewstl?tg 2x12 FJ, IL1 m r 1 III « ----------_____y 52 NOYAC PATH • P d N 4 11'Q I m 5iQ k x Ili- I j WATER MILL. NY 1191L ----i-f------------------------•-------------, - W I- II I DEN DEN 1-1 t~ I =IIIgw w i i Ji 1.1 ilM FO ER : L__ 1 1 ,y11 11 11.1 1 Illy [ 1 w lu t3 m ii; i i I TEL L31154-5555 FAX 01 2LI-1064 / y~rsting 2x12 FJ. 1,11 I I 1114 - 11 r_---- 1 r _ `y III 1 II v 3 [ I \I III II 1 z wII~ KEY z I KEY SEAL: m 1 `rT 11 /-I II 11111 __,I , 1 I 1 1 1 1 c! I ' Y I I - ' 7---- Ewstlng Wall 5(C~'~~'`f IIp~--- I New (3) :II 1/4" LVL 0, -,-IJ u - yn- - it I I i ~ POWDER I III m 11 I I 1 1 1 i i I I 1 1. I #xlstmg (2) 2x12 w/ 5/8"x II" Steel E 11 1 I New Wall r~(J'I LL ~,nF i I 1 11 1' 1 i New O, II I/i" LVL (Under mall Above) 'New (2) II I/4" LVL (Under Wa LVL Nnder Well Above) r Existing Wall - -L a (2) 9 1/2" LVL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Removed 2x10 IG Lp ~s,s~ dui j , i RR~ i i li 2) I I/i" LVL R oc I I 1 r 1 IG"ot i i O li u I I I I (2) 9_1/2" LVL j 12) 9 1/2" LVL (2) 9 1/2, LVL v (2) 9 1/2" LVL_--_-_- (2) 9 i I z I Line of Overhang of Overhang i I I ~ New (2) 9 1/2" LVL Misc. JULY 19. 2011 - I REV.: L---------- 4x4 Poet. I Encase in D DATE, JUNE 4. 2012 Tapered A "Azek" Trim C SCALE , 1/4' a I'-O' AB I a I AB A8 JOB NO: w201105 I DRAWING NO. 2ND FLOOR FRAMING 81 8 (IST FLOOR PLAN) Ae OF 53 I FRAMING NOTES: FRAMING NOT S (THIS LEVEL). LEVEL): (AILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 9. NAILING SCHED AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 518" MIN. THICKNESS OR AS NOTED. AND PLATE. A 10. PLYWOOD SHE PLYWOOD SHEATHING TO BE NAILED WITH 80 a 4" O.C. EXTERIOR EDGES AND 6D • 12" O.C. INTERMEDIATE. TYPICAL "LVL'5" ON THI5 F, OOR FRAMING PLAN ARE 1 3/4 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXP05URE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 11. ALL ROOF RAF ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON" TYPICAL MINIMUM HEADER (2) 2x10 AN ARE 1 3/1' x II 1/8' MICROLANS. FREDERICK ROBERT TO BE SET ON 50LID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVE[ OR APPROVED EQUAL. 4. ALL HEADERS V-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. T-O" AND OVER WITH TRIPLE UPRIGHTS. 12. ALL PRE-ENGII 4LL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST' TJI SERIES WOOD-I-BEAM5 AND LVL PRODUCTS OR EQUAL. ALL JOISTS, STRUCTURE SHOWN ON THIS PLAN IS PREDOMINANTLY 3RD 11NANTLY SRO FLOOR FJ AND 2ND FLOOR CJ WEBER FLOOR PLAN) ALL HEADERS SHALL BE A MINIMUM OF 2-2)dO IN 4" WALL t 3-2x10 IN L" WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND HE 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED • 8'-0" O.C. SHALL BE REQUIF DER5 AND HEADERS SHALL HAVE BEARING 5TIFFENER5 INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS (MAJORITY OF RAFTERS A RE SHOWN ON 3RD FLOOR PLANT \LL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4' LVL RIM JOIST SHALL BE REQUIRED AT FLOOR _ PROVIDE 2` SPACE FOR AIR CIRCULATION IN ROOFS. PERIMETERS. HAN NMETER5. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 4. DOUBLE FRAMING AROUND OPENINGS (Skglights. Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. ARCHITECT 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. H. PROVIDE FIRE! °ROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON' OR APPROVED EQUTAL. 15. BRIDGING TO I 3`iRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 6'. A B C AS A8 AS / D I A8 DECK DECK I _ (2) II 1/8" LV (UPSET) _ . I I r 8 g i~Screen _o Screen rs gj V I no 1 I: E L------------------------ - _ 0 R5 8 (3) II 1/LVL (2) 5/8" xll"' I. W ) I 8" LVL all (2)_5/8" xll" (2)_5/8" x11" Stl. E (2) 9 1/2" LV Gfe n (2) 9 1/2" LVL 12) 9 1/2" LVL ______t- -a_ (4) 2uG III (4) u N III nl 31 2x6 (3) 2x6 N Post Post I Post dx-t I r' Post 2. i] r-gh 111{r' y i '-1111 I VIII III r Z Ili Illlj =roil O I 0 II i ~ IIIII I I I (3) 11 l/8z~^1 LVL j - Jl iii igll ~I 1 p, ~ n J r__ ~ i &y i i li = illl IIIII li i BATH ~ C II > ;III Y I M. Ai;M u ,___sl_,'I I u (III, Out6 of 3rd N o --rI-t Illu BR 3 - UQ O Jllgl Floor Walls Above- I ;i i` 1 _ _ r+y j IL Jlllj 1 a >i411 X :I , J, v j~ J >illl Cr Jlllli o I " I'i > Jilll > J~Illi i I _______1 I 1 i111~ 'i l --(~l'~I J illll J ~illli U U ii li ~'--------ii U ;DIlllli _ R 2 \illl L MBR - _ - -0-~- J , B ns riuu U rnl II r---- - - - r----",- I _ > _____II[ i x 1 LI a ;I II J ?i,L„ _ _____qp p p I I r--- { I Ridge I II[I CL. 7 - 1 N N dll alli LL Ili / - 311 li - tlf 111 N V 1 VIII J i'I J J 'I a_~ ; (illl 3 x-111 1 `v 3111 J > l l J J 'i r___ >ii II U 3111 3 III 3 3 II_______ II p I 1 3111 w y i.l t -l 1 V 2111 Jiliii r Jliliii z ZIII Ridge 1 I I-I- - R N III m m- u. n l W 111 \ ~lii \ an II 3 II 141 2"LVL III L III iji li li l I DRAWING TITLE: z L 11, I I I I \ ill III l 1 1 n1 , I 1 Ili I a1N N I s- I. I 3RD FLOOR/ I Ill I I ROOF FRAMING 1 (2) 9 1/2" LVL la (2) 9 1/2" LVL 'I rk ~i~ Iii I 1 I 1 ~ I I = li i I (2ND FLOOR) 8 (2) 9 1/2" VL (Flush) 1 New Bearing g Wall 1 i i i ~ I I I I I ~ I 1 `v' i i `v' I II II 2ND =0_c R HA V II m U n N I IC..J. IV a 0a 2x10 C.J., 14L. i { CC 'i I ~ I I ~ I I ~ I i I ~ R ~ iv0 . I Iii N Ili ~ J ~ ~ \ I I 1 \ l E > 1 I JOB: i W.LC. ttl W..C. tt2 KC. i ` I I I I ~ I \ y / I o` J I I RENOVATION/ L EN +,L--pp I ~I ADDITION r-. a KELLY RESIDENCE I 1 (4) M, 1/2' L,VL (FloWl i I Existing B~ ar Existing B~enng Wall (3)1 II 1/8" LVL (Upset w/ CJ) r I i I~Namfer Ends to FR w/ RR)-°' I li i I'F____ I I ! \ wl I I 25 HARBOR, W#n DRIVE ii Ili II ! I 1 I I \I I i ' II ~ EI I I TOWN OF SOUTHOLD Ih 9 1/2" _LVL N WI 1/2" LVL ! I I I yl i t ! t I I I \I p = I I c~ dl Remove E_xl_stl_ng Wall__ I 1 c x p _ _ SCTM2 1000-11-2-L O Bearm I I\ LLi i a _ I ~ (D 9 I/2" LVL (Flush) i I I I I w I~ ~ ____J ARCHITECT: IN aft II (Exlstmgg t I i \ew R Bearing)I \ nr____ " ! I I v w > z N BATH $ BR 4 1 I fcv I j I ~ 4i I iBR 5 I SIR 5 I I \ L BA 5y I,i o LLi FREDERICK R. WEBER I 1 1 I ~ (j I i t I 1 I 41 EAST MAPLE ROAD 1 1 1 I \ LL• Nr___ it ! 1 I I I I I I \ J I O n i---- i i 1 I 1 New 2410 C.J., IL"OC j J~ I GREENLAWN, NY 11140 1 n 1> i l w Y I New 2xs CT, IL"oc l y l New 2x8 VCT, iL"oc y u ~T, IL"oc 52 NOYAC PATH w w ni___ iV v1-7I WATER MILL, NY U91L I I I m I O I m I m I l i p I P i ~ l i i a I ml ml I c c ui J_______ & _________Lm_ TEL 01154-5665 FAX 01 2LI-1094 m I I vl '91 STUDY I m N \ ri4 A I___ vq_______al ________F~ _ i I I UI D!I~IU `I \ I~ I UI KI IU I (j I \ o I c w Na 2x10- CT, IG"oc KEY KEY zo l i I I I I 1 1 1 1 1 I ra ____I' YB i ~ :y I e Pitch iE ceiling 17-0'--9~PitchI, Pitch iF-Ceding ? 12'-O'->i Pitt 12'-O'~Ipitch! I ! I------- ----,i SEAL- Existing Well \ 9 I/2" LYL ` I I I IK ~ I ~ I S~EP,EO ggcR,~_, x K 1 i 1 o _ I I 1 I I I j~ w~ I ~ I GK q New Wall 2" LYL i I (2) 9 I42- LVL I I ~i I I (2) 9 L(2" LYL Y 1 I ~ I Existing Wall I Removed i, - O u in N w I : m I) N m R W mc• JULY 19, 2012 REV.: A C D DATE. JUNE 4, 2012 A8 AB A8 SCALE . 114' = 11-O' JOB NO- m201106 DRAWING NO. 3RD FLOOR/ROOF FRAMING B (2ND FLOOR PLAN) N°', P2 AB 1/4" = 1'-0" `~J OF 53 FRAMING NOTES: . NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2xL STUDS SHALL RECIEVE 5-IOD NAILS AT SILL 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 'I. NAILING 5CH1 AND PLATE. AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 2. ALL SHEATHING TO BE FiPA RATED, EXPOSURE I, 5/8' MIN. THICKNESS OR AS NOTED. 10. PLYWOOD 51 PLYWOOD SHEATHING TO BE NAILED WITH 81) a 4" O.C. EXTERIOR EDGES AND LD " 12" O.C. INTERMEDIATE. FREDERICK 3. ALL SUBFLOORING TO BE: APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD II. ALL ROOF Ri ALL ROOF RAF7ER5 SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "5111PSON" ROBERT TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROV OR APPROVED EQUAL. 4. ALL HEADERS V-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. 12. ALL PRE-ENS ALL HEADERS SHALL BE: A MINIMUM OF 2-2x10 IN 4" WALL 1 3-2x10 IN L" WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND I ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS. BIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'5 RECOMMENDATIONS. WEB STIFFENERS WEBER 5. SOLID BLOCKING SHALL 13E PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED u 8'-0" O.C. SHALL BE REQI HALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. PERIMETERS. HI ERIMETERS. HANDLING. STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 4. DOUBLE FRAMING AROUND OPENINGS (51cglights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPL V. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA. GALV. MACHINE BOLTS a 24" O.C. ARCHITECT 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIR PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON' OR APPROVED EIQUAL. 15. BRIDGING T( BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. A B C D AB AS A8 9 A8 Line of Porch Below Line of Porch Below I Deck Be,. i I i i I Deck Belau 1 I Roof Roof I I Roof Roof 1 no I I i 0 % 2nd Floor Well i - f--i-(3) TT72°LVL Xdr- -1 DECK r-- 13)-TT "TOCT{d 1 I Lme of Overhang _ "Tarlyd~i-_i ;I Roof i j I Gable{ Dormer >r ` Gable{ Dormer I (3) 1 1/2„ : LVL Hdr. -I :I j ° (2) RR Shed Dormer ' I I \ I 1. ~ II (3) 2xL Post i .I =1 of z!ew - New 2x10 f l 1= u I I'; New 2x10 New 2x10 I .os i t K ' O 1 K K N fY of n 1 New K Of till R.16"ac RR I K 1~ RIL'ac0 RR. 16'ac fIF>------------ D- ]-14'x,7 i i 14 im O m z wee m z `13 1 I ~ I m v l a/ llf~ ~ fill vl e' SITTING ROOM Dili \~I i I a I f2) RR I ~ s (Y c I 'R c! 1 Z 1 O g ; I IU II I/ LVL Ridge I g. 0,9 it i c ~ i ~ v ~ O R x ~ v 11 ' ~ OC i I c ~ Z II I 1 i j Ga,/ I z End I J° O o it 'IU II 7/8" LVL Ridge i Wall o 2 I I \ I/ (3) 2x6 _o (3) 2x / N 1V8' LVL\Ridge_ _Post (2) II 1/8' CVL Ridge Post (2 j11 1/8" LVL II LYL ; Ridge F' i j IV 4', DRAWING TITLE: O i I m I i m ; Wad ATTIC O 1 x 1 I ROOF FRAMING ~ N I ey I (3RD FLOOR) 3 I I u Z TIC AT ~i u w pLi U a i IK :o ~ b'O 3 1 I Y1 V Z (yI V - j Z -i o i Wall Below O V yj 0( yj ~ V ~I 2x10 12 O i-__.------------- I ;e Kee Wall i L9h, nee We I awwwwwwww" MRS ...................tY............... Of T i'o 3 Wad i 0 o nn. .2xlQ..IFI.....12xID IR........a .~L 0 *0 z ~'~p New 2x10 i I Y aq~s j i rc. ry RR. ICoc ? j JOB: RENOVATION/ .,........a...2xlO..fe....... rl 1 I ADDITION Dormer '...q.:...'z - New (3) II 1/8' LVL IUpset w/-'C. _ I ~v re Wall " °P :n:,, KELLY RESIDENCE .;I'z I LKn_ Wail ~y. Knee Wall____,.. ---,1Nev.....0....°"..T.....oF C J...E.' New 2x10 New 2xl - 1 (3) 1 1/2" LVL Hdr. I iii :New 2d0 / New 2x10 7 New 2x10. ~WaII d F n Below Z b / New 2x10 RR, ILfI us "ARBOR LIQHT5 DRIVE RR, IG"oc RR, IG'oc 1 Garage Wall 1 SOUTHOLD,NY TOWN OF SOUTHOLD Bearing RR, IG"ac RR, IG'oc I~ I .I .6 I 7: Well 9 sons 1000-91-2-L I ----(3) RR a m I O' ~ - I ~iT;O II m I ARCHITECT: bzl=i1 Al ~Ifit ~e K I~ oY rryk r End i l K I~ K F-( fr _ I Wall i t FREDERICK R. WEBER ::I it O iM O fr,,f New 2x10 RR. IL"oc New 1x101 RR. IL'oc j 41 EE ROAD j ;1 I New 1x10 RR, 10"oc New 2d0 RR, IG"a n i a S i Naw 2,10 RR, IG"oc / New 1x10 I it New 1x10 RR, n j rv T i I a 1 UI w New 2x10 RR, IL"bc; ' Z Z rtY f L 31 I~i 54 NOYAC PATH l 1 1 y \ x III v WATER MILL, NY 11196 i Roof 3; 1 1 1 sl I ind Floor Wall 1 ~I i I I p I I a0 ~ 11 1 z / 3 I I s - ________,I al II I TEL 631 954-5555 FAX 631 2L1-1084 IV \ 11 : v 11 I- r 1 Shed Roof R 11 r- i l o KEY KEY I : I 11 - New 2>d ',RR~I6"oc / Naw 2x10 ~RR,IG'c' I ' 1 End °o tl SEAL: i Id7 I I r ~I I III N ~I m• ------y______ ------,LEI E -Wall 3 OC ; K i End _ Evatmg Wall 1 I II I III v 10 I II I 1 111 y .JCtc sr. ' I % Z 1 III 111 z Roof Roof 01 i Ist Floor Wall we s Floor,•W,•_a,ll I wr I r ....2 Well t . m ' New Wall I~ 11 Roof I III III I l m I I j III I I~I 2nd Floor Wall I I O ? ~ - ~ ~ l i I - 111 I I------ Ewsang Wall =il ' Removed ~~N=•~~~'' 'L~nT. !ssc~ c;!_ IW II 1 I 11 R?I I 11 I I II 1 II I I II WI r-v lot Floor Wall ` I ---------------------------------1L----~ Misc. JULY N, 202 REV.: A C DATE: JUNE 4, 2012 A8 A8 AB SCALE : 1/4' - I'-O' D JOB NO. w201105 i DRAWING NO. ROOF FRAMING . B (3RD FLOOR PLAN) 1/4" - 1'-O" ~J 83 ' AS OF ss i ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT ELECTRICAL NOTES: ELECTRICAL FIXTURES: 0 DUPLEX RECEPTACLE WEBER 0 W.P. DUP.REC.-WATERPROOF I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): 2- DIMMERS TO BE "DIVA" f511de Control), WHITE. I- CHANDELIERS (DINING. FOYER. ETC.) VC GP DUP.REC.-GROUND FAULT 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 2- KITCHEN PENDANT 3- BATHROOM WALL SCONCES I I ® DUP.REC.-FLOOR ARCHOTEOT 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK., 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE E 4- SURFACE MOUNTED PORCH CEILING FIXTURES QM OUP.REC.-(USWITCH OPER. DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. NITORING. 5- ALL DECORATIVE EXTERIOR FIXTURES I I L- ON SHINGLED WALLS. WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL (PLATE. G- PATH AND POST LIGHTS (12OV, Line Voltage) SPECIAL OUTLET I- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPIMENT. l- PADDLE FANS (To be Mounted on Bracket Spanning I.Jaats) ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: 0 SURFACE MTD.-CLG. I- ALL PORCELAIN FIXTURES I I OF, SURFACE MTD.-CLG. (Porcelain) 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO") 5"4, HOUSING ! TRIM (White) I 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. RECESSED-CLG. q- UNDERCABINET KITCHEN FIXTURES. I I IO~y9 WALL MOUNTED (SCONCE) I I 0/~ DUPLEX FLOOD I I 04 RECESSED- DIRECTIONAL I I sQ SHOWER LIGHT (Wet Location) I CA- UNDERCAB. FIXTURE n ~7 n I _ ® ® DOORBELL/CHIME luul I I ?F EXHAUST FAN II III FH EXHAUST FAN w/ HEATER II I I, 11 I PADDLE FAN n n n ------I-------------------- ii PORCH II CRE N P C I II PADDLE FAN / LIGHT no 4 II A III II 11 /fob „ I II F? ATTIC FAN vG Hose s SP 9P I , ® SPEAKER Bib 3 I I IJ TELEPHONE v-_ I O CABLE VISION O O IIIII .N EAKF :FAKE IIW.P. TYLP. 3P © COMPUTER (Cable t Phone) IIIU IIIII SP SP SP 1 _ [Ell LIGHT W/ HEAT/FAN/NIGHT LIGHT Il • IIIII O THERMOSTAT ~J IIIII AF LO PI GF ® Sink p w D I Illh_____,__________________ I I ~ FAN/LIGHT (J~7 - ' IIIII - I VDCO O SMOKE DETECTOR Iuu1 IIIII Oco CARBON MONOXIDE DETECTOR 5 ~ P IIIII ii 0 LAUNDRY I DINING RO M q~p C II SWITCH ~hNo I' a M DROOM $3 SWITCH 3-WAY n COPTS U_II_L'. SWITCH 4-WAY u - _Ili I i Hose - r I Bib D SWITCH W/ DIMMER - Bbder g n .u MECH. , $w SWITCH WATERPROOF DRAWING TITLE: BA Hl JS JAMB SWITCH ELECTRICAL AFF II 8-~_ r1 m ' DW H I K KEY PAD Ref. i I DW I I DW i EX EXISTING IST FLOOR I I I Iodu•dcd I i i i ; h9atpf F.. , I i 'i i' ¢III 'I 11 I to it I I 'Y KI'I ~FI I _ ~i " illl I II II i II II O II KITCHEN I 11 I i i i i i m .I I I I I u ' II I I I I ~ Fiii° CoakTop i - To Creel if AC tt5 LL { n I Space 'I JOB: y {I~ u RENOVATION/ PA R W AD =MMMS--mEmamm. ~GFI ~ GFI + WGFI II I ADDITION - n AC ttq I KELLY RESIDENCE ?s HA"Ollt LIGHTS DRIVE • - i j - I I I I - 3 II II I - Garage Electrical 11 90UTMOLO.NT STORAGE Garage TOWN OF SOUTHOLD ` _ _ _ _ _ _ ii AC tt3 SCTMS 1000-11-2-6 II " _ " AFF' 9P Q ' r~ .3t_...... tO _ 11e I 1 FF if II " " I To 2nd II ARCHITECT: I II If I II II I GARAGE n AC tt2 FREDERICK R. WEBER I II II I • I II u I i u ~ 41 EAST MAPLE ROAD I I I I I u GREENLAWN, NY 11140 52 NOYAC PATH DEN AFF WATER MILL, NY 11916 ' ' I'I 3 i FOYER ~ I UaJ I II I Ii SP II 'Ih I II " I 1 II 1 TEL 631 154-5555 .___DEN__________ ^ I 11 1 AC ttl - FAX 631261-1084 I I! I I II I I II 1 SEAL: I POWDER 1 II I I II I I I I IR I// 5P 5P I II I GC R. ( CCn if if if LL V ''rR n~4r~ `G~ Hose I -FG -A - Bib I II II I Hose Bib 4F& I /~~1 I I I I ~~III1~~ ~__________]~rl l_________________~~~L_____ PLUMBING NOTES: Miec. LY 11 2012 REV.: I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WILLS. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. \SS. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO !PREV4NT SWEATING- TING. DATE: JUNE 4. 2012 APPLIANCES: 4- ALL DRAIN PIPES RUNNING THROUGH I5T FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. 5. 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. I CONTRACTOR L- ALL SINKS ARE TO BE UNDERMOUNT . I SCALE : 1/4• - 1'-0' OWNER TO PROVIDE THE FOLLOWING APPLIANCES. INSTALLATION it ALL UTILITY CONNECTIONS BY CONTRACT( I- EXISTING COOKTOP, (L) BURNER PROPANE I- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM- COORDINATE W/ JOB NO: (201105 2- EX15TING MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE IRRIGATION CONTRACTOR. 3- EXISTING WALL OVEN: 30" SINGLE ELECTRIC WALL OVEN, 30 AMP CIRCUIT 6- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR POOL HEATER, RANGE, GRILL, ANI GEN RATOR. 4- EXISTING REFRIGERATOR: 48", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 9- PLUMBER TO RUN AND CONNECT OIL FILL It VENT PIPING FOR BOILER. DRAWING NO. 5- DISH WASHER (Qty. 2): L- WINE COOLER: 24" WIDE/UNDERCOUNTER. DEDICATED/GROUNDED 15 AMP RECEPTACLE ELECTRICAL I~r '1- KITCHEN HOOD: EXTERNAL BLOWER, 900 CFM 8- EXISTING WASHER: 9- EXISTING DRYER: ELECTRIC DRYER FIRST FLOOR PLAN- I ..1 OF £3 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 4) DUPLEX RECEPTACLE WEBER ,OUR DUP.REC.-WATERPROOF MryI F Gh DUP.REC.-GROUND FAULT ARCHITECT ® DUP.REC.-FLOOR Q~ DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET O SURFACE MTD.-CLG. OF, SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. WALL MOUNTED (SCONCE) DUPLEX FLOOD 04 RECESSED- DIRECTIONAL ® SHOWER LIGHT (Wet Location) p= UNDERCAB. FIXTURE ® ® DOORBELL/CHIME © EXHAUST FAN 03H EXHAUST FAN w/ HEATER ~J DECK PADDLE FAN Il ll Il(~ DECK I I I Screen Screen I PADDLE FAN / LIGHT Q L__________ _ i /Qfo re n F? ATTIC FAN ~nlU,InLI?n~ W.P. - _ ~Wl' I 1 SPEAKER I 1 I p TELEPHONE ONE I I I I I I O CABLE VISION I gp 1 © COMPUTER (Cable E Phone) ATH 3 H® LIGHT W/ HEAT/FAN/NIGHT LIGHT • I I BA H 2 H BR 3 I rD THERMOSTAT n M. H I I AF'F' L$ I FAN/LIGHT LJ I I Q SMOKE DETECTOR I I Oco CARBON MONOXIDE DETECTOR M R 60" LO Tub BR 2 I AFF $ CL ~ I I SWITCH . I p I a SWITCH 3-WAY H 3 C~ O d$4 SWITCH 4-WAY I I I wo SWITCH W/ DIMMER I YV Q • ~ I $w SWITCH WATERPROOF DRAWING TITLE: I JS JAMB SWITCH ELECTRICAL I I 1 1 1 1 I K KEY PAD O I ' . CL 41N N I LI N N I 2ND FLOOR I I EX EXISTING I I I I i 1 I ~ I 'IT ht I 3 i ? I 3 r 3' I 1 I .I\ 2ND FLOOR HALL T / / I I I - - - - - - - - - - - - MB HALL m ? I ~ O ' ~ ' I I JOB: I I ~O \ RENOVATION/ W.I.C. 01 W.I.C. a2 • O / I I ADDITION % I I LLII ENS--I--I Lam. 1 n ? 4 KELLY RESIDENCE __y I ~G 76 HARBOR LK:HTS DRIVE BOUTHOLD. NY r 11 LJ I( ITII\! /1 IAFF i _ Y ? ! I I TOWN OF SOUTHOLD SCTMS 1000-11-2-L ~r / I I I I I I 1 I I 1 I / 1 I 1 ~ a / I 1 I I i I I i I 1 ARCHITECT: 1 VY P 1 Chend:Iler H B TH 4 BR 4 f i p 1 j i BR 5 BR 5 I \ o H i 1 FREDERICK R. WEBER 41 EAST MAPLE ROAD I 1 I 1 ~ / 1 I I I \ , I i $ I I I \ I i I GREENLAWN, NY 11140 1 \ I I 52 NOYAC PATH I 1 $ To Ist 0! Floor 8 AI F 1 \ , I I i I \ I ~ I: WATER MILL, NY 1191L I I ~ ~ ~ / 1 I I 1 i j I I I 1 I GF / I I I I TEL 041154-5555 1 I I / -r-- i ti FAX 0120-1084 I i Lpi~ I I / I ~ I 11 lAFF 1 I STUDY y I i ~ i 1 1 I o I i 1 ° Y----- ----------I, I W1 SEAL: ED ARC, 10 I I I I I I ~ li :~Gl .~CK ~ 1 I I I 1 I I I / I 1 I I ~ 1 I / I 1 I I i 1 j I I/ I I . W At ft Ci I I I 1 I I I - - - - - - - - - - - - - - - - - - - 1 - F IG"e - iec. LY 19. 20 2 I REV.: DATE: JUNE 4, 2012 SCALE : 1/4' = I'-O' JOB NO. u201105 DRAWING NO. ELECTRICAL SECOND FLOOR PLAN 1/4" = V-O" OF E3 ELECTRICAL SYMBOLS FREDERICK S SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER ,0 W.P. DUF.REC.-WATERPROOF (DOPI DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT Q` DUP.REC.-(1)5WITCH OPER. SPECIAL OUTLET O SURFACE MTD.-CIG. OF, SURFACE MTD.-CLG. (Porcelain) RECE55ED-CLG. b WALL MOUNTED (SCONCE) CC DUPLEX FLOOD I C}> RECESSED- DIRECTIONAL sp SHOWER LIGHT (Wet Location) C UNDERCAB. FIXTURE i__ ® ® DOORBELL/CHIME i i FQ EXHAUST FAN i i [FAN EXHAUST FAN w/ HEATER i i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a PADDLE FAN nn i i I i i c PADDLE FAN / LIGHT no i i fill O i _ _______________________________________-I ATTIC FAN L Ij f_______________ DECK I II © SPEAKER - - - - - - - - - - - - - - - - - - - - II I { I II I I II A TELEPHONE I I~ I I I II I O CABLE VISION 1 I I © COMPUTER (Cable t Phone) I I I ® LIGHT W/ HEAT/FAN/NIGHT LIGHT I7 I I.I I.I I 1 ~I Il rD THERMOSTAT ~J I I I I I I I I I I I I FAN/LIGHT n n n • I I I ~ I I I I j ~I I SMOKE DETECTOR IAu unl l i SITTING ROOM D YV I Oro CARBON MONOXIDE DETECTOR . I I SWITCH C~ I $3 SWITCH 3-WAY / I I I I I I $ 4 SWITCH 4-WAY (A . y 5P ~ \ f ol I I f I I $o SWITCH W/ DIMMER I $w SWITCH WATERPROOF DRAWING TITLE: I - - I 3 ATTIC I JS JAMB SWITCH I O I I I ELECTRICAL KEY PAD I I T ~n I ATTIC - I PI of I EX EXISTING 3RD FLOOR NCO I I r I I I I I ~ pppp I II I II I ~ I II ?I I I I 1 I I ~df~ I I I I II it JOB- I II I I II i II I I I II I I II I II it I II it RENOVATION/ t ADDITION I I I I 0 I I II it KELLY RESIDENCE I I L______i IN HARBOR UnNTS nRW L_II________________~ II if SOUTHOLD. NY I I I I I I 1 I II ~ I II it I I II I TOWN OF BOUT14OLD SCTM* 1000-11-2-4 h____ -_____JI II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I II I I it ;1 I II II I II I I II it ARCHITECT: I I I I I I I I I I I I I II I II I 1 II ' I II ~ it I I I I I I I L _ II II I II ~ ~ II I I II I II PI FREDERICK R. WESER 41 EAST MAPLE ROAD " I I ~ it II II I II ~ 1 II I GREENLAWN, NY 11140 I I I I I I I I I I I I j ~ I I II I I II $I I I~ I I II I I I I I I I I I I II 52 NOYAC PATH WATER MILL, NY I1416 I I I I I I I ~ I I I I I I II ' ' ii F I I it I I I I I I I r- J 1 TEL 01154-5555 I I I I I I I - - - - - - - - - - - - - - - II I I II I FAX 012LI-1014 - - - - - - - - - - - - - - - - II II I II I - - - - - - - - - - - - - - - - - - I I I 141 I III SEAL: I I I I it I III I 11 I I I I~ I I I I II it i 1 '(EFF~FlRC I I I I 1 I III II , QG'VbN l• c~C \ I I ILI I 'I I I I ;I x I II I I II it I II I I II I ;I ;I IRSGI .i - - - - - - - - - - - - - - - - - - - - ---------------------------------1L----Jy--------------------" l Miec• JULY 11, 20W REV.: DATE: JUNE 4. 2012 SCALE : 1/4' - 1'-0' JOB NO. 0201105 DRAWING NO. ELECTRICAL N THIRD FLOOR PLAN IE 3 1/4" = 1'-O" OF E3