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.�guffDt,� Town of Southold Annex 11/20/2013 y. =off c�Gy P.O.Box 1179 co AT 54375 Main Road orh y • -V 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 ing Authoriz ignatur oSUF c�,cyG TOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 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: $3,222.80 Building Inspector D F-L, 9 TOWN OF SOUTHOLD Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT —$ 2013 TOWN HALL 765-1802 BLDG. DEPT. 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. QQN6LW)bP r �2)1 201?s New Construction: Old or Pre-existing Building: V (check one) Location of Property: 21�J --pr, j,� House No. Street Hamlet Owner or Owners of Property: ?P' -* Suffolk County Tax Map No 1000, Section `� Block 2. Lot Lp Subdivision,A- ter' nC Ud" Filed Map. 4+ot j� Lot: Permit No. 6_1 L4'1_1 Date of Permit. e> se'l 12 Applicant: i2c:e V\j. fix' Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ,ffpplicant Signature Form No.6 ouv TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFIC,4TE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: �. For new building or aenv-use: 1. Final survey of property with acc6rate-location of all buildings,property lines,streets,and unusual natural or topographic features_ 2. Final Approval from Health DepL of water supply and sewerage-disposal(S-9 fwm).. 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 2110 of 1% lead. - 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a.certificate of Code Compliatice'from architect or engineer responsible for the building-. .6: Submit Planning Board Approval bf completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings a•nd"pre-existing"land'uses: 1. Accurate survey of property showing all property lines,streets, building and•unusual natural or topographic features-_ " 2_ A properly cpmpleted application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied,the Building Inspectgr shall state the reasons therefor in writing to the applicant. C_ Fees 1. Certificate of Occupancy-New dwelling$50.40,Additions to dwelling$50.OQ,Alterations to dwelling$50.00; E Swimming pool$50_04,Accessory building$50.00,Additions.to accessory.building$50.00,Businesses$50.06, 2_ Eertifleate of Occupancy on Preexisting 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. — �'�i OAO`2- Vew Cofistruction: Old or Pre-existi1ng Building: • X (check one) :Aoeation of property: Hous-6 No.q Street Hamlet ?wnir or Owners of Property: lutffolk Eounty Tax Map No'1000,Section I Block 2 Lot �o lu<Lbdivision l n p o f JVMN 2 Filed Map.#461 'emit No. 3 1 Date of Permit. Applican� I[ealth Dept.Approval: Underwriter's Approval: 'laming Board Approval: request for: Temporary.Certificate Final-Certificate: (check one) ee Submitted: $ ,r0 L Ap*ni2natu=re=_ S�SFFO�,� Town Hall Annex 0� cGG� Telephone(631)765-1802 54375 Main Road o Fax(631) 765-9502 ca x P.O. Box 1179 - • Southold, NY 11971-0959 4.4 roger.richert(a)-town.southol d.ny.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 H Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 400a underground service, 6-exhaust fans, 8-paddle fans, 3-GFCI circuit breakerE 5-ARC fault circuit breakers Notes: Inspector Signature: Date: Aug 15 2013 Electrical Certificate.xls CD N = Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 - y�o� � Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT E C E TOWN OF SOUTHOLD NOY - 8 2013 CERTIFICATION BLDG. DEPT. TOWN OF SOUTHOLD Date: Q'0,4(? dO eb b �2 CO I' Building Permit No. Owner: (please print) Plumber: (S6(o �K p (please print) l P�p✓1. i � �{ I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. VIM L.LOPER Notary Public,State of New York No.01LO6070081 Qual�ed in Suffol oun Cgmaussion Expires =(C( umber afore) Sworn to before me this day of 20_ Notary Public, SAA1,OW—County Uj 37 �aOF SOpT�olo olyco ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .., . . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. F NDATI [ ] INSULATION FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: CA ti DATE v INSPECTOR SO(/j�,o� cou • 3-1 7q ,3 --:� Spo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION [ ] FOUNDATION 1 ST [ ] 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: _L- DATE-3 - ^` �-� INSPECTOR. �� ti0 alp �Ol� cOUIYi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION �. , [ ] FOUNDATION 1ST [ s ROUGH PLBG. [ IF UNDATION 2ND [ ] INSULATION [V FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] ELECTRICAL (FINAL) R ARKS: DATE 0 0 INSPECT . OR OF SO(/T�olo moo` • ao co TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� l� INSPECTOR 11 OF SoUTyD/- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R G_ H PL0G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GH) [ ] ELECTRICAL (FINAL) REMARKS: ®�. DATE ® � ���� INSPECTOR OF SOum, Uryolo �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) } ELECTRICAL (FINAL) REMARKS: DATE j INSPECTOR�L OF SOUjy�lo cOUMV,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ - I FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ IN LATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 63e 4, � . DATE Q / INSPECTOR a 16� 52 NOYACK PATH, (PO BOX 1374), WATER MILL, NEW YORK U976 TEL 631.754-5555 FREDE BER� 41 EAST MAPLE ROAD, GREENLAWN, NEW YORK, 11740 FAX 631.261-1084 WEBER AHCHHTECT 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 PERMT#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. IT:-®Apc���� V y yours F derick R. Weber ;Z56-3 �+ IZN E C E lJ E .. NOV, 2 0 2013 BLDG. DEPT. TOWN Or SOUTHOLD FIELD INSPEM•N REPORT DATE COMMENTS r EOUND�iTOlaT(1ST) .19 FOUNDATION(2ND) rA ROUGH FRAAMNG& ©� � H PLUMBING ®r. INSUL•ATION PER N.Y. H STATE ENERGY CODE MNAL C D .ADDITIONAL COMMENTS 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 � �f�f 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 Contact: Approved 20 Mail to: 12D ww /o -- 17 f( 4��► M I�.y, Vz� Phone: 4&6 Expiration d— — - 20 :N D Building Inspector JUL 2 7 2012 APPLICATION FOR BUILDING PERMIT Date s.--! ?rt , 20 `Q , TOWN OF SOUTHOLD BLDG. T INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of . issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( ignature of applicant or name, if a corporation) (Mailing ddress of applicant) State whether applicant is owner, lessee, agent, itect ngineer, general contractor, electrician, plumber or builder Name of owner of premises �/�5'12,!(,� ` D .,N }� (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. Fk4In1NC� Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pr IZ6 d wo��'kwill be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision kAT�F� ft7yuqAL4Wj5 Filed Map No.'4G,61 Lot 0 607/2 16/196a) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy GI M"& 5wmipl , �� sWry►ury�l�t'�o 4 Fes', ,�" �� b. Intended use and occupancy �s 3. Nature of work (check which applicable): New Building Addition ?�, Alteration ,k Repair Removal >< Demolition Other Work (Description) 4. Estimated Cost #p 74vr(g00, 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. I_f business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front i Rear ' Depth 5205` Height 1Jo Te Ru>r.,z> Number of Stories Dimensions of same structure with alterations or additions: Front �t�a9' Rear Depth 'S2.5 Height V (fie ►2iorosi> Number of Stories l 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories R 9. Size of lot: Front ioo Rear 10,0 , Depth 12-e:Pc - 10. Date of Purchase K/'H n9l Name of Former Owner JOR14-A \l"u-4j4, CAynp.BlAk., 11. Zone or use district in which premises are situated _kn (WON-"fimW4" 19T �,90 - !h,n G2 12. Does proposed construction violate any zoning law, ordinance or regulation? YES >< NO O1G Ar zb4 F ue: 4 c w) 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO (�,�, � Rio CA�r�� 14.Names of Owner of premisest�sKV** PMG{��uv�Address &AWLN9V N.4,.t►OOPhone No.&0)'741 -2999 4[ � tZok� Name of Architect �WD�� W Address �,� Ttt5 t����Phone NcC6�l)'V5 -5 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES>t 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 NO "(, j * IF YES, D.E.C. PERMITS MAY BE REQUIRED. S12c LoTrez w S':A-�.Jo 'ibw7.1 of NO SAID.� N.-VS t-Z,. Irk, CPr-IVZAASTWeS 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 ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, `:ONNIE Q. BUNCH S Nntc?n, Public, State of New York ( )He is the � ' 1Vn A1l3U61s�a®sa (Contractor, Agent, rporate Officer, etc.) r:Ualified in Suffolk County crnlydssion Expires April 14,2 r't 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 f Notary Public Signature of Applicant JIl1 M.Doherty,President ® QU�� Town Hall Annex Bob Ghosio,Jr.,Vice-President `� ~` �� 54375 Main Road s P.O.Box 1179 James F.Kings' Southold,New York 11971-0959- Dave Bergen �^ f Telephone(631) 765-1892 John Bredemeyer ® � 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, bV Jill M oherty, President. Boar of Trustees JMD:Ims New Fork State Department of ECnv ronme-eacl Conservation Division of Envir=mental Permits Building 40 - SUNY, Stony Brook, New York i1790-235b Telephone (516)444-0365 Facsimile (516) 444-0360 John P. Cahill • Cotnmisslaner June 2, 1999 LETTER OF NONJURISDICTION.-TIDAL WETLANDS Mr. Patrick Kelly RE: 1-4738-02257100001 30 Cathedral Avenue Kelly Property Garden City, NY 11530 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, constructed 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 Grafton, inter-Science 8MHP File I.-d CS`77-/t7/-QI Q Aua\J i i is I rl i•nn is r,7 6nim 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 XXHI 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 XXIH 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& a half as the maximum number of stories permitted. The proposed plans indicate a third story. - CZ2 ; 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 �QF so Southold Town Hall Leslie Kanes Weisman, Chairperson � yQIO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. [ Office Location: Gerard P. Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Ken Schneider couffV 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 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H 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 in ground pool, hot tub, and a dock on the canal, as shown on the site survey drawl'nl by Fre Brick R. Weber, Architect, dated Sept.23, 2011; na d 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 yard setback of 15 feet; 2)less than the code required combined side yard setbacks of 35 feet;3)more than the code permitted number of stories of two and a UFa 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 nonconformity from the Code required 15 ft. side yard setback, and 35ft. combined side yar set ac_. The Applicant also requests a variance to construct N64ithird floor livable space consisting of a 392 sq. ft master bedroom suite including a bedroom, a bat�m, and dress_g,and sitting rooms,when only 2 1/2 stories are allowed by Town Code. j • 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. TFe file 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 fmdings: 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 j 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 j 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. - I 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. i 3. Town Law 4267-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 t 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 4267-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. i Page 3 of 3—January 19,2012 ZBA File#6519-Kelly CTM: 1000-71-2-6 6. Town Law 4267-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 267-13, 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 dr niwa g Al by Frederick R: e er,Architect, ated Sept. 23, 2011, and last revised Nov. 14, 2011. 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 each7page, labeled oun atlon dated revised September 26, 2011, A3 lst floor dated revised January 5, 2012, A4 2nd floor dated revised December 30, 2011, A5 3`d floor dated revise T anua 5 201 , s ated revised Janua , 2012, Al elevations dated revised October 12, 2011 and A8 sections dated Septem er 23,2 Conditions: \ I 1. The third floor area will not contain any bedrooms,sleeping areas,kitchenette, or bathroom. That the above conditions 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 f 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 of the Board: Ayes:Members Weisman(Chairperson), Goehringer, Schneider,Dinizio,Horning. This Resolution was duly adopted(5-0). r , 14 c4L Leslie Kanes Weisman, Chairperson Approved for filing(, /ao /2012 Town of Southold ; 0 z Erosion, Sedimentation & Storm Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.K#- THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER,GRADIN DRAINAGE AND EROSION CONTROL PLAN District Sect on GRADING,DRAINAGE oc . CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW PORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? ICE S,¢. HEW N IM ION %ptU r (Include Total Area of all Parcels located within -tbT*L� LT 1A414hisJ4*ct Retain All Storm-Water-Run-Off the Scope of Work for Proposed Constriction) Generated by a Two(2')Inch Rainfall on Site? (S.F.rAaes) (This item will Include all run-off created by site A b. What is the Total Area of Land Clearing (jao S, clearing and/or construction activities as well as all and/or Ground Disturbance for.the proposed �ik►�K��t�>,'J�►+ t3 Site Improvements and'the permanent creation of construction activity? 'impervious surfaces.) PROVIDE BRIEF PROJECT DESCRIPTION (ProvideAddiGonal Pages asNeeded) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This D Item shall Include all Proposed Grade Changes and �tk6TIA� bK� VI" kg�V�6 Slopes Controlling Surface Water Flow. �. 3 Does the Site Plan� and/or Survey describe the erosion and sediment control practices that will be used to control site erosion and stone water discharges. This �116fi19JtPi item must be maintained throughout the Entire Construction Period. 4 Will this Project Require.any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards i,�/���� /► �� �� of Material within any Parcel? "'77 'LNn 5 Will this Application Require Land Disturbing Activities >�Encompassing an Area in Excess of Five Thousand El (5.000'S.F.)Square Feet of Ground Surface? -wing WrFA94 9 &y"% 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements, or within One Hundred(109.)feet of a Wetland or E1' X Subr iMlon of a SWPPP is required for all Construction activities involving soil Beach? i. VVaR.® WN-� disturbances of one(1)or more acres; including ilisturbences bf less than one acre that 5_'4 �L Ft,sN 7 Wilt there be Site preparation on stWGra, Slopes are part of a larger common ommon plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Verticaf Rise to including Construct' activities involving soil disturbances of less than one(1)acre where On Hundred 100')of Horizontal.Distan ? the DEC has determined that a SPDES permit is required for storm waterdischarges. - (SWPP.P's Shall meet-the Minimum Requirements of the SPDES General Permit . 8 WIIi DrnleWays, a nrKi g as oor oth-e1r i4ervious for Storm Water Discharges from Construction activity.-Permit No.GP-0-10-Ogi.) Surfaces be Sloped t0 Direct StoRirWater Run-Off1.The SWPPP shall be prepared prior to the submittal of the NOI.The NOI shall be - into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activily 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require-the Placement of Material, required,post-conduction storm water management prdclices that will be used and/or Removal of Vegetatipn and/or the Constructlon of any constructed to reduce the pollutants in stone water discharges and to assure Item Within the Town Right-of--Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(ibis item will NOT Include the Ifistatiation of6rlyeniayAprom.) Identify,potential sources of pollution which may reasonably be expected to affect the quality of storm water•discharges. _ NOTE If Any Answer to Questions one through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site distuibance is bbtween 5,000 S.F.&i Acre in area, component shall be'prepared by a qualified Design Professional Licensed in New York aStorm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that Is knowledgeable inlhe principles and practices of Storm Water Management. Southold and Must be Submitted for Review Priorto Issuance of Any Building Permit (NOTE ACheckMark(,/)andforAnsver for each QuestimIs.Required for a Complete AppQralim) n STATE OF NEW YOM Notaiy Public,State of New York COUNTY OF...........................................SS rlo.01 BU6185050 Qualified in Suffolk County That I,..... .. '.......`!.::..l,6 Commission'Expires April 14,2 d/� ..................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of IndNrdual signing Document)- Andthat he/she is the ... ...... .4 .��..��.. .....................................................:......................... (Owmer,.Contrado,Agent,Corparete OtRce,eta) .•••••.•••.•••••••• Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ................... ...........day of... �al oPublic• !;�;�P-.........�r - -•............... .. .. ..... .................................. (Sig ature o- FORM - 06110 U-6 "SWPPP" Preparation - Chapter 236 FcrDepartraentuseonly:Storm Water Pollution Prevention Plan s.c.T.M.#` Property ddress;Review Checklist Checklist # I 10b section. alack LZI —` _ REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS; I i I Does the SWPPP Adequately Provide for and/or Indicate 9 the Fo11ow(n ) ,YES, NO I N.A,,EXplanattoh for NCO orM. Plan Sheet I r r.. . .r Location(P9•#) 1. Drainage a cu a ons& tormwater.l3MPs Des one to coots n a Two Inch Rainfall On-Site: Oq _OlJ b U__ _--- ---•----------------------- tl ►a 2. Constr--- Ph-- Plan Indicatin Se uenceofPro osedConstructionActivftles. '�--�� -�-�`y- �"� ----------�_-- g ,------ '------- f--------__ _- ___-- 3, General Location Ma . --- I rOr--- r i I r----------------------- ---_-__ ...... _.,..•.•_ fa ange Site Plan Drawn to Scale at Sixty t60'Z feet to the Inch or larger indicating the Following_ ,jam,�,[�, LocationsndDescripUonofProperiy8oundarlessiiC�iO~---------------------------_-----••----- b. SlteAcrea e• --..__... r'f�� � �------------- __.- .. .. ... . .. . . 9-`--------------------------------------- ----- -._._.�Id --------------------___ ___._.,.. _c,_ A__ sting,Natural and/or Man Made Features on and within 50'of the Pro art Bounds ' '---""-"""' "'--'------------- --•-•••--.._........... .. est ole Data Indicating_Soil Cfiaracteristics&Depth to Seasonal High Water Table; i�iQiO~'"--"""-'---'------------ e_ Contours I ndicaUnq Pro a Elevations Min.2' -P`fir------- s-- -�---- ------ _"LO'I ;Or3fill�i►"1t ;; -- - - f. Spot Grade&Finish Floor Elevations for Existing and Proposed Sfrucfuri - -� _--•_u' ; I - �' r _..._..------ ---- ---- �, [,p,p --► --- ' _ _ g. oea ono oode Areas& solatedTrees with a Minimum Dimension of i Diameter; 0 0, -----------________..__,..___.....•............... fi� oTI Conserve`tffonlSTs---Sol-Sureey-----�----------------- ----------- - 5, Background IrtformaUon about the Scope of the Project,LocaUbn&Description of the Site, i ;�;=;" _ Proposed Changes to the Site and All Existing Development Cn the site Including the Followirig. :� 0�`_ y' b. All Excavation,o Filling.Strl lin;&GradinPosedandIdentifed•es to depth,.Volume ' ' -------'" ""'-` _...J$tur fV ias .Pter Invoved c,_ AIIAreasR�gylringCleariand/orGrubbingL__--- � �i0r-------------------_:_--------------_._--_. _._ dz All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately I r �•-"""'"'"-""---"--------------- ........._............... be place_d;,_ IQIi�, e. All Tem ors &Permanent Ve elation to be Placed on Site; '-------- g,0 01 ------------------------------ -.._.... ......... f, All Tem or_a &Permanent Storm Water Runoff 8MP Control Measures Pro osed; I,�- ---- - - ----- ------------ ----- ---- ----.._.P_ The Artticl sled Pattern of Surface Dralna a Durin Periods of Peak Runoff; h. The Location of all Roads,Driveways,Sidewalks,Patios, - ..........-----ice------ - ------- r I '----------=- provemen ncluaing`TernporaryAccess&ConstructionStagingA�eas; "` -' '',���,0, --------- = ____=______ - - _ _I. Tfie UiffingWF)nal onfours`ana or poi ievatTons oftfie site-� _. _ __ _-__--____ --- ------------------i ------------------------ ---- -- I 1 6. A Schedule of the Sequence for the Installation'of All Planned Soll Erosion,Sedimentation - � I � �' "' --�-----_f14_ -'_L`�r; +sty-•�_�...v�.. - &Stormwater Runoff Control Measures. ----------------- 8. A Description of the Minimum Erosion&Sediment Control Practices to be installed and/or Implemented.for Each Construction Activlt that wi11 resultln Soil Disturbance, 9•_Descrt tlon ofnstruction&Waste materials Ex acted to be Stored On-Site. ' r------------------------------------------- --- A ----�'---- _ML----------------�----------------------- --.._ 1=10 10, Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the s I ----------------------------------- New York State Storm Water Design Manual Technical Standard_-,__- _____------- ---------- --- -----------y 11. General Site Plan and Construction------gLAIn sforthePn2ct. 12._Dimenslons Material S eclflcaUons&tnstallatlon Datalls for Al Eroslon&Sediment Control Practices. -----" `-------- ------•--••• 13• Tempo_rary_PracticesthatwillbaConvertedtoPermanentcontrolMeasures. }��[J��i ---------------------------- --_ - -----------=14, Implementation Schedule for Ste in Tem ors Eroslon Control Practice or BMP, ---------------_-_.__.. 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& , , , ------ ___•,•, .• Sediment Control Practices. __ 1 -'---------"-----"--"•-------•------------------'----------__- � I I 18• Names of Potential Surface Waters of the State of New York and/or MS4 that may be '-�- Imeacted b�+Develoement ................ _ _ 17._DelineationofStormWat_erControlPlalelementatlonReseonsibilitl - _{ -' 1 ' '------------_______________________________._._... _•••_-•__ Project _es for Each part o the -- on 101 r __- _- __----_-__ Construoti Site. O' ' --- --- - - _ _- -- -------- --- ------•--, i i�------ _ 18, All other ExlsUn Data that Describes Storm Water Runoff and/or Natural Dralna a Swalea. ---`-----------`---------------------- o--------------- g--------- j0�011'-- --- - 19. Identification of All Contractors)/Sub-Contrector(s) ResponsiblO F-Installing,Constructing, - "'-' N ------------______-_ ^^^- Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. 10 r Storm Water'Managemetnt Control Plan Checklist#1 : 03-1.2 of so�jyol . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road R�ax(631)765. 50 P.O.Box 1179 Q roger.richert(cv_towi - - :h�o ny.us • �O Southold,NY 11971-0959 O ��'rOUNTI,�� . BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �/ �vo�12��LGa Date: / 3 Company Name: G'!V ,� FLU G%-/�/ C- Name: W, 6 License No.: 5— Address: p , 13o%>4— Phone No.: 691 Z6--s— l y/ JOBSITE INFORMATION.: (*Indicates/required information) *Name: ��1 T!L/C /<�- *Address: d/s' 1'1Aa602 LTA" 1pn1 zl-'-4 -- cS oy-(t1 40 L1- *Cross Street: (,�/ �J P '-A✓y1 *Phone No.: 31 - �/ —S'�-/ Permit No.: Tax Map District: 1000 Section: I Block: ID, Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) N � � eoi c E- -- 12r Ma pf� (Please Circle All That Apply) *is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: Gi) NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: t Underground Number of Metersr Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION X�s� rr/G 82-Request for Inspection Form 6' A rt r kW>A Vm 1i fZ Pi�hV C, f C � � - r r 3t l y� y '.y 4 .'!1 J• � � �flay -�...N w Ir N, r , eR? Oro - '.< :•SLY _ r'r B. P. # 37Y- 77 BUILDING PERMIT EXAMINER CHECKLIST "Date Submitted: ����°�Date Reviewed: Applicant: �' ''�� 1��� %'"�� Owner: Architec / -� � L `�Z Estimated Cost �G© SCTM# 1000 — 7l Subdivisions/ �,+ 'fig Zone: iO Conforming? /i/Ca Property Address: �''� - d"' j� City: Pre C.Os? — — Building Permits (Open/Expired): BP_ Z/c/o Z- ,Infc BF C/o Z- ,Info- BP -Z/C/o Z- , Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- Info: Si �e& Separ to Search Required? Y o Determination: _ Q . Lot Si ze. "> a e o 1.ACT. Lot Size: > °Q REQ Lot Cov. A 0 7o ACT. Lot Cov.-r a REQ. Front 46 ACT. Front, REQ Side ACT. Side 3!3 �KREQ. Rear PROP. R ar So REQ. Height. 3+S ACT. Height IS 44 R 6-0. 6oT14 S1 DES 3� A C T ro ect Description: PEW r6 E . 1(b 00 19454, A- /+THS ;l it a Waterfronts Y r N?S�� S BA-V � -/ ) �� 91'% a�. If yes, water ody: �-� Panel# Flood Zone: B"ullchead/Bluff Distance: �Q � T ADDITIONAL APPROVALS REQUIRED PLAN S (if) SIGNED, o1, SWE PLAN Suffolk County HealthcY or N - If yes, *Bed#: 6 *Date: is/0F//°'%*Permit#':)C/O"/A-d�owa Septic(Y-N - If no, certification required:: Y or N Received: Y or N By: NYS DEC: PRE-DEC911/7. � oj(`N�' Date: fol),/ff Permit #: kV39 0 gZ000o< or NJ Lette� Notes: Southold Trustees: Y oO Date: /11-/ 5t4/ Permit#: =LetterNotes: Southold ZB . Y r N - Date: / 1/ P-Permit#: 6-EM -Notes: Southold Planning: Y 00- Date: '/ /_ Permit #: -Notes: Town Landmark C of A: Y DTE: _/ / ✓NYS CODE Compliance(page 2): Y or C0NTKA-CT4 L'1C�NSt COMPeW,54T1on/ f�r,��•. Notes: N-w' oe VV/SEA Y.30 $- 1 O - o Fee Structure: Calcu till •-,�3 Foundation: SF � 3� X $ , �o=$ O First Floor: 3 �-�;TSF + Initial Fee: $ 0`oo p 00 Second Floor: 30 41 SF + Additional Fee ( ): $ Other: 3RD FL SF SF X $ , _$ Total: 7 3 a SF +Initial Fee: $ + Additional Fee $ C of o FEES �o� )0 AS BUILT FEE 0 TOTAL: $ �� ° 90 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHICD SIGN CRITERIA: Ground Snow Load:20 Wind Speed; 120MPH Dk Seismic Design Category:B Weathering: Severe 04 -Frost Depth: 36" 6� Termite: M-H' VK Decay: S_w Design Temp: 11 Iee Shield Underlay: YES OK Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIR_E AREA: TYPE OF CONSTRUCTION: _ -- DESIGN CRITERIA:'ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STODS: YIN GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: -NIISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N A LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS-. YIN PLUMBING RISER DIAGRAM LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YIN CERTIFICATION: Y/N .ENERGY CALCSJ N (RESCNECK) d--O TOTAL COMMENCE? Y/N (RETURN TO PAGE ONE) SURVEY OF LOT 44 MAP OF HARBOR LIGHTS ESTATES, SECTION 2 SITUATED AT BAYVIET, T03N 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 FLOOD INSURANCE RATE MAP WOOD q%E RAMP WLAI°vnnvG MAP NO. 36103C0167 H (e a201 (3's12') 5.3'a4.2') BULKHEAD S 64005'10"E 100.00' WOOD DOCK FLAG POLE HEDGE W 2.8'W. o OASTAL O M CENTnUD I1/�1B%1 90 E ZONE VE (EL.B) HEDGE COASTAL BARRIER 2.1'w IDENTIFIED 11118/1990 LREE INE ZONE X —— —————— 4'0_W. COASTAL BARRIER INGROUND IDElVW= 11/18/1990 SWIMMDVG POOL 18.6' 38' HOT POOL TUB ZONE X 'Z SLATE PA770 (7.3'a7) 0 WALL WALL CONC. �1 Cll` �{a O LOT 43 OY TREE SLATE PATIO ZONE X LOT 45 LINE FL117VE 13.4 O 73.9' WOOD 12'7' WOOD O STOOP STOOP O O Ar ORAMP OOD POOL POOL 2 STY E.COR. HEATER FILTER FR. DWG. io 4'iP 215 HEDGE F F.EL.11.9' d 0.4E. FE.iOR. G.F.EL.9.7' v y 1.4'E. GAR. 0 28.9' TREE 3.3 19.5' CONC.ONE C4 1 .8 APRON W. C4OAF TIMBER HEDGE O 8 I 0.9'W 0.9 E. C 7 ,ACC UNDERGROUND �'� �'�,�^^ GRAVEL SAY GAS WOODED 7 / WOODED 200.00' N 64005'10"W 00.00' 8 M DOWN 0 0 U.P. GUY ML•5 / I HARBOR LIGHTS DRIVE o' yI (50' WIDE) bb GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. HE OFFSET DIMENSION SHOWN HEREON FROM HE 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, ADDITION 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 ALTERATION OF THE NEW YORK STATEO THIS EDUCATIONRVEY LAW.IS A COPIES OFON OF THIS 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, L.S. FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM RICHARD WILHELM AND Assocwms OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT NORT14STAR SURVEYING, P.C. PAUL T. CANALIZO, L.S., ROBERT A. KART, L.S. BE CERTIFIED. GOOD GROUND SURVEYORS, P.C. 3284 Main Street Hampton Atrium Unit D-4 Center Moriches, NY 11934 186 W. Montauk Highway Hampton Boys, NY 11946 Phone: ((631) 878-0120 Phone: 631 728-5330 UPDATE: 11/01 Z011 Fax: (631) 878-7190 Fax: (631) 728-6707 N.Y.S. LTC. N0. 049287 FILE NO. T1621 SCALE: 1" = 30' DATE: 051 112008 COPYRIGHT — 2011 PAT T. SECCAFICO P.L.S., P.C. CANAL* DOCK SUFFOLK.COUNTY DEPART MEN OFfM'AL't H Sf?RViGM S W 4W IM E BULKHEAD 100.00 El +12.9' sMcLt$A?4TLI y R,,, TD �d'UCTI�L?At 1 AI CE ONLI' C.I. COVER DATP, 6A j 2 El +10.8' O GRADE I' MIN. er El +9.L' 2' MAX. El +91' APPROVED EXISTING Pitch) 1/8" Per Ft iv CRAWL INVERT (Min. Pitch) SPACE EL +8.8' INVERT i .�'i.ThT'Ii) I DISTRIBUTION LEACHING EL +83' 1500 GAL_ INVERT INVERT POOL (10'@x3'> NP $ � � SEPTIC TANK EL +i"8' EL +lt' POOL (10'�x3') G2I (4) "� � DA-M OF MINIMUM DISTANCE RAt; TO GROUND WATER M EI +L5' ------— ---------------------� -- - -------—- — L EXISTING SANITARY SYSTEM $ SWIMMING POOL DISCONNECT EXISTING SANITARY SYSTEM "A" �d MftF �Line(s) MUST Be InspecW By Suffolk County Dept. Of Health 'Services- PROVIDE � Call 852-57Q® 48 Hours PATIO TING In Advance PROVIDE NEW SANITARY SYSTEM "B" FOR A MAXIMUM OF (I.) BEDROOMS .f SLA To Schedule Inspection(s). 1500 GAL" SEPTIC TANK (TRAFFIC BEARING) (�'a------- I W/ C.I. COVER TO GRADE DIS ONNECI`' i _r,�• 5XI T(r(G_ ,�NITARY (5) 10'� x 3' DEEP LEACHING POOLS ---�Y =_- W/ TRAFFIC BEARING COVERS --- --- EXISTING i SINGLE FAMILY - i i i EXISTING DWELLING SINGLE FAMILY ___ TEST HOLE DATA y (PUBLIC WATER) DWELLING -p0H i (PUBLIC WATER) (McDonald GeoSaence. May 8. 2012) 1_____�--__r ---i PORCH' - (EI +9.1' t> �5 Dark Braun Loam OL �� \G1C R. �� �O `------- �o 11 � �� A EXISTING 2—STORY J Bran clayey send sC .:4 SINGLE FAMILY .A�/x4` �s ' CTION q DWELLING FM SAWAW 8Y$7j Braun Sdty Sand SM FF EL +12.9' ►l-DE 8' --- Brown Fine Sand SP n a�S6 � v GARAGE 3 OF I•u; , Water m Brown Fine Sand ,.' -- 7Abandowjjcrt0f eXIstII9g sanitary systei7111ILl,St bar lti (Ei +I"5 f) FREDERICK WEBER. ARCHITECT ; L ,•o +10.8 n ce with depa-LIneRtregWrement SubWt 41EAST MAPLE ROAD ' :-...* � aorm.WWM-O£�GI proof. 11. GREENLAWN, NY 11140 = ,- EXISTING t LP2f +�LP3;- / � DRIVEWAY PROPERTY OWNER: JANUARY 11, 2012 PROPOSED ;:Dplf o; Test PATRICK >t DIANE KELLY REVISED: APRIL 2, 2012 SANITARY ' �_ ,� .9rap t Hole SYSTEM "B" 1 `•.E _-__,LPI; --.,LP4!-- 200.00' BAYVIEW/ SOUTHOLD REVISED: MAY 11. 2012 TOWN OF SOUTHOLD REVISED: JUNE 13, 2012 ' +9.5' SUFFOLK COUNTY. NEW YORK Re-Rout Water--.;v"`_N Ae ov IO' a 100 I SURVEY INFORMATION: Service (Sleeved m/2 1/2"(P Pipe) toWATFR G I PAT T. SECCAFICO• SURVEYOR Provide 5' Clearance METER CENTER MORICHES. NY to Sanitary System 1 SURVEYED: MAY 21. 2008 HARBOR LIGHTS DRI VE I ELEVATIONS ARE N.G"V.D. 1929 DATUM I > SURVEY OF LOT 44 SITE PLAN No N p MAP OF HARBOR LIGHTS ESTATES 1" = 30'-0" SECTION 2. SITUATED AT BAYVIEW FILED 01/26/196G MAP No. 4(,81 I SCTMu 1000-1I-2-6 � z LOT AREA: 20.000 S.F. EXISTING SINGLE FAMILY DWELLING � 3\i { y §� (PUBLIC WATER) FRECEVIED CO.i-E,%1-TH '6ER/IDES OF�4� "`'EWE"TE _ �i:. _ S.C.D.H.S. REF. R10-12-0004 88-SO-36 MEAN HIGH WATER ALONG BULKHEAD SURVEY OF PROPERTY CANAL AT BA YVIEW S63.5.758"E 1 00.00' TOWN OF SO UTHOLD (ALONG TIE LINE) SUFFOLK COUNTY, MY WOOD BULKHEAD FLOATING DOCK RAMP 1000-71-02-06 DECK IE SCALE: 1'=20' 0.5'E UIGUST-8;-201.j--- s'W iSept. 18,� 2�913 (revision) k I act. 28, 2013 (;4DD1T10NS) ;#M k to Ef. r ? Ca ti 044. L� 0.5 c) LOT 43 LOT 44 LOT 45 0 w uG B 03 (o : cry ti c( k- - in Cif 9 AD g Ig N � ✓-. YPOOL 8 Z � �15 ® � • , a 18A' co 3 ✓) c ) Q 0 EXISTING SEPTIC r� y' HOT SYSTEM (88-SO-36) LP §T �^ ] PA 770 B P ^I,- so, �� ST 41 21' L , LP 1 15' 49' LP 2 10' 39' LP 3 26" 31' FE LP 4 20' 45' 0.WE 13.3' 12.0' LP 5 26' 35' k PORCH _ LP 6 26' 43' I0 9.3' s SCREENED LP 7 30' 35' 13.6' 2B 0' o 7. PORCH _ U .. N z 23.2' f OXW kW Y , i 9'E l TWO STORY 3 FRAME•HOUSE M w 3 ` a z O �LW _ d• �` � z N 29.0' (n k a w 6.6' Tn 1 6' 04 19.6' N N' 18.6' v APRON FE. Z 13.6_ .— A B 0.2'W i S10NE COLUMN m ELECTRIC METER LP LP LP 1 2• 3 co v ASPHALT LP • LP B.B. •ST co 4 5 •LP ASPHALT 7_ 35 200.90' UTILIPOLE TMUNDERGRND. W:11N¢41Q5'1y_ -� ..00' I PROPANE TANK 100_, UTILITY o-_ ,.. OE WIRE BEAD I APRON WATER HARBOR , LfaHTS VALVE ROAD (SUPPLY SUPPRESSION �• F, .`; SYSTEM) • 1 s `N � Y AREA=20170 SO. FT. ' TO TIE LINE .-LOT NUMBERS REFER TO MAP OF HARBOR LIGHTS NUV 0 6 2013 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JULY 26, 1966 AS FILE NO. 4681. SUFF.CO.HEALTH SERVICES N. Y.S. L/C. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OFFICE OF WASTEWATER MGT. CON-IC ~ YORS, P.C. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICATIONS P.0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 13-229 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 t i 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=5655 fweberarctiitect@yahoo.com Compliance:3.9%Better Than Code Maximum UA:915 Your UA:879 . The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • e bA Assemblyor or D•• Perimeter V-Pactor 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 JOISt/Truss:Over Unconditioned.;Space. 457 30.0 0.0 15 Floor 3:All-Wood JoistlTruss:Over Outside Air '':': 188 30.0 0.0 6 Compliance Statement: The proposed buildin6 desi6n 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 compaieandato requirements listed in the REScheck Inspection Checklist. • -7/ Name-Title Signature Date Project Title: Kelly Residence Report date: 07/27/12 Data filename: Untitled.rck Page 1 of 3 f 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,describetbatures: #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 Joist/Truss:Over 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-300'c6vity 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. ❑ 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. ci Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ci Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Ducts in unconditioned spaces or outside the building are.insulated to at least R-8. Ducts in floor trusses above unconditioned spaces.or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated"UL 18iA''6r`iJL"181 B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: 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: Circulating service hot water pipes are insulated to R-2. ❑ 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: Ll 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-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Kelly Residence Report date: 07/27/12 Data filename: Untitled.rck Page 3 of 3 - 2010. York Energy ' Conservationbf r- Construction, Certificate Ceiling/Roof 30.00 Wall 21.00 . Floor/Foundation 21.00 Ductwork(unconditioned spaces): ®.s Window 0.32 0.27 Door 0.33 0.21 .. Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: Roof 3 ff i t 3 ------------------------------------�+�3�----------- 2 1/2" 2 1/2" 2 1/2" , 2 1/2" 2 1/2" —_ i 2 1/2" t 2 1/2" ' t _�-- --_T_' ► i ____�__----�--_� __—_�---r— 2 1/2" t _ 2 1/2"M. ,Bath , Bath 2 B' I , a , i 1 Bath 3 I t i I , t I i � Bath 5 i Bath 14 1 1 Q 2" 1 lt2" 1 Iy2" 1 I Y 2' 2 11/2" ; 1 1(2" 211/2" 1 I Y 2" , 2 1/20 1 lh" 2 11/2° I I i 2" i 1 1(2" 211/2" 1 IY2" , I Iy2" 211/2" 1 I Y 2" --------C--.O--. - -------_- i ---3-f,- t --- ----i ------- ---- t iI -- - i ---ii, C.O. Floor-12" 112° ff I12" 12" 3" -1-1-2"-- 3---- t 2ff I' 1 12" 3"f 21 1 — ———— --—— -------- --—— — ————— ———————— -- -------------------------- ----- ---- ————— ————————— —————- C.O. C.O. 31 f + 31 f t 2 1/2" 1 1/2" ———— —————— --,- Laundry i Bath I I Ppwder j Kitchen 1 1�2" t 2 V2° 1 1.'2" 2 IX2" I IY2" 3" i In W DW DW Ist Floor -- -2" ------ 3ff - 1 1 2° 2f -------1-{� F.A. C.O. 2ff Iff C.O. 2ff C.O. 12" 31, 3 3 t To Appro, C.O. 31, C.O. C.O. Systemy Building Drain, -f" Diameter, 1/8" per Ft., Min. Pitch Crawl Space ---------------------------------------------------------------------------------------------------------------- E D ARr' PLUMBING SCHEMATIC NOT TO SCALE 1 \GK R' 4�- KELLY RESIDENCE SOUTHOLD, NY s ! l e k E ROBERT 9 � E , ' I{ JAN 18 2017 BOARD OF AF)PEALS ti a � I i � t E ji • i 4 C A N A L WOOD FLOATER =s (6'x201) -- RAMP 4 f S 64° 05' 10° BULKHEAD 100.00 LANDING —' — N.Y.S. Qt-,r... :MOTES: n n n a DOCK "LETTER Oi- NON-JURISDICTION" u (BEHIND FUN TIONAL BULKHEAD GREATER THAN 100' LONG CON;}TRUCTED PRIOR TO AUGUST 20. 1911) C= u HOUSE IS Its:M hEMA ZONE: X, Y FLOOD INSURANCE RATE MAP 3 MAP NO. 36IU3CO161 H I ro 4j JC t ! (Existing) I EXISTING PROPERT OWNER: INGROUND PATRICK DI.ANE ," L L Y f SWIMMING 18' (�E POOL BAYVIEW/ -,`,JTHOLD o Is.d' 38' O TOWN OF :�.. 1•iTE�rILD Q SUFFOLK NEW YORK (Existing) 1- IS — S — — TI — �— — — — - D PAT VTYS�CC'AFl1�.0, Sl..!RVE7"OR � EXISTING, STONE PATIO � GRADE � Ewatmg CENTER MORICHES, NY oHn°Ls ab SURVEYED'.- MA"' 21. 2008 � m Grade ELEVATION- Ar<E N.G.V.D. 1929 DATUM EX15TING STONE PATIO ID GRADE TITLE: GRADE LOT 44 I LOT 45 I LOT 43 i ( Remove I i SURVEY 0%' 1-0- 4�f I Exlstmg I !5oieps SNew tep Bluestone Remove MAP OF N,',;;,: GOR LIGHTS ESTATES SITE PLAN Ceilarg i SECTIOK, ', SITUATED AT BAYVIEW —f — - Entry -i FILED 01/': /1966 MAP No. -4681 13.4' I I i 12.1„ (Existing) New P c er eck pper C xlsUing) It m xtstrng Shed;New Screen SCTM# iOl,.'s-�l-w-(, Remove LOT AREA- : :�,OOO S.F. ize ers ---- Re ers orc I In E>aesting Existing Foot rmt) Ra,m I ale ale ------ r� i Modify ADD 3RD y stoop ZONING: R- 0 UNDER HEW OF Ridge R dge -� t sitep (NON-CONI-+'?RMlNG LO 20,000- 39,999 SF) JOB: I Rld e I I -ST®R YARDS: (fi F!NICIPAL) LShed� FRONT 40' RENOVATION/ I(Gable . , � I SIDE (t?ISE): 15' ADDITION ��\ \ Shl d SIDE (DOTH). 35' KELLY RESIDENCE 1 72 D�rm REAR: 5!: ' F` EL 12. ' r ® 2I15 HARBOR LIONTS DRIVE W I l l IShe e� BULKIAFAD: `I5' SOUTHOLD, NY chi negate Ierse l Shed Re erse 4 ® Gat le l 2 8.1 - HEIGHT (MAX.). 35% (2 1/2) STORIES TOWN OF SOUTHOLD LOT COVERAGE: 207o SCTM8 1000-11-2-6 (Existing) overe -- ----------i-- cis ZBA Appeals U-4683 Approved Lot Coverage to 4812 sf or 24.04% (Included 10'x38' Deck= 380 sf, Patio at Grade Constructed Instead) ARCHITECT: S L WALK LOT COVERAGE: f1p� w m EXISTING FREDERICK R. WEEDER DRIVEWAY ��f8 sf (Surveyor/ZBA) 41 EAST MAPLE! .ROAD HOUSE WiGARAGE: 3 3 GREENLAWN, NY 11140 m " can POOL (38'xi89: 68-I SF 2 N® A I Y C PATH FRONT S 'EJOt': 50 SF WATER MILL, NY' 119'19 200.00, "TOTAL: '482 5F TEL L31 154-5555 PAX 631 261-1054 N 640 05' 10" W 100. O' I 4482 SF / 20,000 SF = 22.41% I s2AL -Q� , �:� ct%GK F� H A R B 0 R LIGHTS OLIVE I ,, � .. I y G 0 NOV 14. 2011 W SITE PLAN NOV 1. 2011 OCT 12. 2011 < I" = 20'-0" REV.: SEPT 21., 2011 -, 0 - z DATE: SEPT 23. 2011 I 3 r . SCALE : 1" 20' JOB NO: Pj2011OS A. DRAWING NO. 713A 17TVIAL MAP SEE DECISION OF A19 a -14N FREDEROCK ROBERT t,7 i f s 1 aRCH9TEC'iP i ,l I r _ i � f (Existing) l I I' j ! I ------------------------------ r---------------------------------------------------------------------------------F----------------------------------- --' I --------------------------- I j r--------- --------------.-------------------11 L -j------------------------j--- --------------------- ------ - - -i BO Hi I I Backfill Existing Crawl Space ' - _� I I 111 cal I I I RM UNEXCAVATED ul -___y_____ ____��, I I u a aii f i I m 'Lr ., {., , Backfill Existing Crawl Space Area or Existing Ist Floor - i I nc) 3 x j f Converted to,Porch Space UNEXCAVATED I I j O W Area of Existing Ist Floor 1 � I i I New 8" Conc. Block Wall on 'xl `------------- Converted to Porch Space �'' f I 1 / ; -------- --------�-- - 20'- 0"---- P. Conc. C F .---- _ \ •------------- L- - I f r o \ -- I I tr I f II j v t t - New 8" Conc. Block Wall on f I ---------- -------a- -------------------------- ---L=-kl1=� I 1 r- fff r_-� = 20"xlO" Cont. P. Conc. Ftg. I I • 1 I 1 _o IU m Existing I I I - vi III O x , Chimney I I t I I O� II N w Pier f I i r---- -----------I i nn lu I m I�! I I I I 4 f f I O w '- I ----- ---------=--J f H I -_ __ r-I --- __ I -, rJ W _ _ --- _ - ------- r I I - I - I (3)_2x12 Girder (Exists 9) _ I 1 =________= 1 == 1 =_________= I -= 1 (3) 2x12 Gar err L== L= xis In___ L __ L _______= L -= I =====_= r = i f I 1 III I I�I i -I�t =1�1 --- I I I I I I I I I t.© I 1'--_'J t L___J L---•'1 L___J L__—J L1 I �: 1 J L___J L___J L_ui_J � • 1 1'-0" di r I I III � f I I I I u � III u i I !L III o O_ I i ! In= a, Existing f i DRAWING TITLE: x u- III c g w Existing O �n � CRAWLSPACE lL. I 1 u O 16"xl6" Conc. BI III w I FOUNDATION I f O Piers on 2-4"x24" III x I f x P. Conc. Footings III ty 1 I I (Typ.- All Piers) IIIEn O ) - j ; -_ ---------- J I O ------------------------ - - �l3) 2x12 Girder (Existing I iv x I LA X W 1 r===========1 == E============ III ============-==== ============� i=========- ==f = i--------- ------------------------------, i W LAJ I L_u1—J L_IIf_J L---J L_�_J f = I I I fit III 111 1 I I I I III III 111 1 I JOB: � 1 I 111 III I IU I Existing i 1 In m o III I i I i RENOVATION/ I Chimney I III III III t Base r 1 III III III 1 I I I ADDITION Remolved� i f ul m r—I++i—, i f I i f�1=LLY RE51 1= j i 11'-8 1 f i i I I f I I I o I ►u I f III I o i r ul I 215 HARBOR LIGHTS D%'VE I SOUTHOLD. NY I I 1 ffl I Brd Exisnin 9 44 I - L— _J 9 L_Itl_J � IH l I I 1 I I f Chimmey f I .. III Midpoint III - I o III I I 1000-(Existing) m Q' I, ' In 1 I TOWN OF SOUTMOLD Base I g) -> IL f I i SCT1'Itl' '11-2-6 I u- III Ilt III I I I I x •III fit x I Existing W O W -? III III O • III 1 1. - u- III III x :o u- Ili I f UNEXCAVATED I I M ARCHITECT: 1 New ...........f...... .......... .................. x N I I I I N III III O III 1 I O I I _� In I , Chimmey I --� I O III III X Itl I �'+ I f cv `x w FREDERICK R. WEBER I Base f i I III I t I 41 EAST MAPLE WOAD Ifl In iii I t I I I I `- III III � III I I I 1 GREENLAWN, r-�IE _, NY II�'40 r I I t 52 NOYAC PATH ° I t �--- ------- I -- E ------ (3)-2x12 Girder (Existing) - _ - ==-==1 I I WATER MILL, NY II�+16 g7` ----• r-====__===--I == r I III I I III f I I I 11 _ I — I 1 I . nl lu nl I I I I TEL 631 154-5555 f I III 111 III I I I i FAX 631 261-108,4 I . I III III _ Itl " L I - " I rr I 18" l'-,{" o g'--(" -� 11 II'-I" .� I 8'-3" 0 8'-�" i I 6 -II Si I 20 10 18 I rp .1. ► _ , _ ; 1 I SEAL: - I I f = rn •Illm • Illvi rn Ifl 1 '0/' r p m w III m w III u. _III ------------� ---- 00 i - W x Q III W Q tll W Q W I nl I O x III X III X 4 I I -x �y III N III N I r---------- ------ N -------------- _ O al f III r- , a t— t I III I I (1) III O I i f55C`3 I I " III 1 r--------- I III :�- I I OO m .'/ �,' r• s ' I III I f III I W ° ----------------- ----- tr is 1 L__ 00 t— -------------------...1__—_____J f i • - r--J —1 r ---- New Front Stoop ' ------------------j I r a r--------� r--------� I REV.: SEPT 26. 2011 i1 ---------1- ---------i- 1 j i----� Line 4�f-�t�ep L----j DATE: SEPT 23. 2011 s. ` SCALE I. 1� 20Y 41-011 Ir (Existing) (Existing) (Existing) :+ (Existing) JOB NO: w20IK>3 I ; DRAWING NO.` `� FOUNDATION PLAN Note: Existing_ Footprint or House to Remain. Proposed Rear Porches are Created within House Footprint. All Enclosed Adddrtions Occur over Existing Footprint. 7_13A FINAL MAP tl j : SEE DECISION #f OF A8 f ' t f . r ; i , � I � ztR ' 1 r FREDERUCK 8 ,2 '012 IMBE DTI op t F'a4S [nllfUV'li 9 IJ EC U i -n r Gdk/Ull�t� b�u�4J4'`To `�0 ---------------------- -- - 1I ` I ! j i ` -_ ��VI(� ... \�. i 1 C t/�d� I � � �/ ,,:a �,. } '�'•i � 1 - i I 141 _f 1 r u.. w -1II f i no _ .i, ' h —T- 0-9 Is I)W 1 QVV�p At DRAWING TITLE: �- , I IX � - a IST FLOOR ?V tt WW JOB: , ,/. RENOVATION/ ADDITION KELLY RESIDENCE 25 HARBOR LIGHTS DRIVE SOUTHOLD, NY pov vf L TOWN Or- SOUTHOLD SCTMS 1000-1I-2-6 ., v ARCHITECT: FREDERICK R. WEBER GRENLM ROAD EAWN, NY il'140 . d j WATER MIL , NY ATH II916 I f r TEL 631 15-1-5555 _ FAX 631 261-108.4 - — ,-- (+ ' I ? 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U, i 1 >- n: ,fir., - _ , ^ ,a,_ ., .:,i - �'. rr ,1 ,fs .r,,. ,. r r t,' �y �b 't' l +t - _, r .I� 3t', irvrn::.1,^,'r.',• ,�'.l,.:. ,/ 12'n „ t I z,.�r�F.R�,1_r,�r ! { t+ n ,CJ '�� � 4 i ._.... . .. -... -' . i/ to I1� Hr Wit= D Ci IGi� I -------'- (. I - } I.: .... ..... . ti , ; i i g�yypp 'i�Cl(0%h1 ✓ N W JpNROBERT � �3201? - BOARD �� UMBER i ZL ® EALS ARMTECT �N A/ ...... r � ------------ -_ r i r - r- I ' J I _ , : - � r i f ' I 1 ._r v r i I if ZZ r .t �, — � I a n 1 � i—�_—_� ! i_ l; I , {• 1 } I I 1 r 1 '.— I + ' 'i t I f --- -.— I I� _ __ N 'I_ ��+/✓{ ,9 , A no --- --- ---- - - - -_ ' ----' - --- -' �� _ _ _ - f P N _r + - - 3 —� F i 3 I I i I F �n� ".°�� ij.sv�. jA � I'��A�fyT .1 �� F irlu �, ''-f L I�..,.. .;.�, Y� ��a ��s I N9911 DRAWING TITLE: ELEVATIONS 31 _ . I ` I i J0;3: �. --- • ADDITION ` -- -=' -- - - KELLY RESIDENCE t 1 / 215 HARBOR LIGHTS DRIVE , 4 S tdY ,,s_ .. .._. .. N S� TOWN OF 50lJTHOLD SC M ARCHITECT -- -_ FREDERtCK R. WEBER I EAST MAPLE ROAD -k � (�'6 G ' -�- - =- '' L , _ �s- -i f I _ ..._.\......__.._-• _. _.___--- _ , __ GRE LAW NY II't40 y r ' �' i ? _.1_._ ---- -..._..._.._! _ S2 NOM MC PATH WATERILL, NY 11916 -'.— - -- --_ FAX 631 261-105�4 , Dl If 1 i f _ f 1 ._-.__�._,.,_..__...._........... _—..._._____.. ..._._ _..-_.._._ I pis , r +S yy f. r • j s , 1 k'IXv - 2 � r , r DAT SEPT 23, 2011 M -.--g _ -. � t .�_-__ - �I 1 ( '— �' S s` —r-( ''`�;•r r,�'j/,� 'e/;:.�-�''s�,�,• �'Y�A•���f f�f�Yl� _ { ► "`` > ' I SCALE 1" 20' ! �• ,. - s � < ' +- _. _ ' _~ E� � I -�Ex __....._ �.-- ..._... t ._�7 _- _ 'fir •w� :.' �� ,a��, .� J013 _ — ... ' • 1 { f I � .-___ -•..-.....:_. -.. ...>`- ��� /, 1 �1,f,. f��I I 111 �,,, ",•\ , NO.- f�1201105 r I I Fvf I (- [_J L � L 1C __�_{ i - 1 � - _ a r ;A -- -- -- r ! \ ( t..--- _ .__._-...... _�. .. - - --- - ► - — DRAWING NO. —_E—zz ATI � ^'— � ( i { f ( �� � 1 i I i �I l i d � I� t 'j� _�- �l I { I t I• _,"'.,r.,..,,..` I II I , I OF G it . r fl J r ii ' I aI I • I al it 3 � F !i 3 3 L i t 1 Q � fff ARCHOTIECT � f S � � j � i 1 � A ! f 12 L� DRAWING TITLE: rr I i SECTIONS r` JOB: RENOVATION/ j ADDITION KELLY RrESIDENCE 215 HARBOR LIGHTS DRIVE 50JTH0LD, ICY 12 Q i �I TOWN OF SOS ITHOLD CTM:3 1000-11-2-6 d1 ARCHITECT: I !s �o FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, MY IIl4Q a 52 NOYAC PATH WATER MILL, NY 11916 � I , PAX 631 261-1084 t i TEL 631 '154-5555 1 ry i 3 S 4 t r I ' i 3i.�CnS1T'�R4t3^A442Tfl.'SSR�h+�.E»^�lTT4'h �'".t+ri �'�.,nth:h^"._'^'.RT"`„'Eipg,;a,�^•^� _ __.-_ 3 •e•..� Y �+�1.41"�^wiS'G'=1'9t,198!'�TSL4G�.ixL%:f.% .C's�._• it,S"Y,IY , ..--_.__..--_..— ` j — b'..5.'T..,,nur-. x :..y' �R,S"v�e•.5�. �,Yv+.iA.^,v"Y9m•� '_.'.sJ'nwYg.•" „rTn'Xl5":w1TA�'. t � REV.: s � DATE: SEPT 23, 2011 SCALE : I° = 20' JOB NO: 19201105 I 1 DRAWING NO. t � x,.•w,.,.d '•-,..�.y � � �'� .r' q `'�� Vim:., .d="-m'� �E'.�l.'.- .�.,.i..;+i ii Q O OF AS i . � `I• va SOLITIIOLD Y RWmDIhavY 4��X ROVER° WEBER �°A I � 1. I �SLr�JC I " _�� %'/ I IL1 S ttdi4l LtV, Cs _' � y..- � ' '► �"' STORM WATER POLLUTION PREVENTION `u - s_Na� �� 8 � g. s 0RAWING,1 SCHEDULE ARCHOTEC7 CONSTRUCTION PHASING: A . "i--' I- INSTALL HAY BALE/SILT FENCE. " L I z'. pr"'`rg _r -_ j�M 2- INSTALL DRAINAGE 5TRUCTURES (REMOVE RESULTING FILL FROM SITE). AlSITE PLAN' _ - , ,I . 4 �� t % ja a �;=' -' �i' 3- CONSTRUCT ADDITIONS/ROOFS OVER EXISTING (HOUSE FOOTPRINT. I� I^ I A a�pl I �f- PROVIDE GUTTERS/LEADERS AND CONNNECT TC� DRAINAGE 5TRUCTURES. AZ FOUNDATION • LAN J. �1 //' ,G� �i IIGREATHOGI NECK I /I INSPECT HAY BALE/ SILT FENCE WEEKLY ,eta IST FLOOR 'L t .N C:_ 4` i ", l� i BAYVlE1Y a ��, , SITE AREA: 20.000 SF, LAND DISTURBANCE: 1200 SiF A�{ 2ND FLOOF FL•�N —I 7 -- << Ad- FILL REMOVED FOR SANITARY SYSTEM i DRAINAGE STF' .TUBES: A5 3RD FLOOD (100 x 3H x 5) + (10 (0 x 4H x I) + (100 x 5H x 2) = 90 (t) < mto�t :._ ;ram- , �; / J „ ,` ., G AL ELEVATIONS ((`NORTH/SOUTH) -- �,�. "�= I'' i �;-�� p I �`, REMOVE TOPSOIL OVER PROPOSED SANITARY SYSTEM, CKPILE IN DRIVEWAY. RE-SPREAD OVER COMPLETED SYSTEM. BEACHF Al ELEVATIONS (E.AST/WEST) CadarBeaeh HOG N FC>` A SECTIONS �. , ,48a SECTIONS _ LOCATION MAP WOOD FLOATER 000FLOATER A9 SCHEDULES. 'rl'.IM. DETAIL.5 RAMP n f1 n L4° 05' 10- E BULKHEAD 100.00 LANDIr I u u I A10 CODE DETAIL•, 5 El +12 9' DOCK $I STRUCTURAL— '&AD FLOOR FRAMING (IST) C.I. COVER ro EI +1 TO GRADE I' MIN. S2 STRUCTURAL— :�RD FLOOR FRAMING (2ND) er t El +9•4' 2' MAX% . El +9.'l' Pitch) I/8" Per Ft cv 40 s S3 STRUCTURAL— ROOF FRAMING (3RD) EXISTING ' CRAWL INVERT T_ (Min. Pitch) SPACE EL +8.8' INVERT LEACHING � El ELECTRICAL..— IST FLOOR EL +8.3' 1500 GAL. INVERT INVERT DISTRIBUTION POOL (10'0x3') c4 SEPTIC TANK EL +7.8' EL +11' POOL (10 0x3 ) 0TY (4) 06 E2 ELECTRICAL— AND FLOOR MINIMUM DISTANCE TO GROUND WATER w E3 ELECTRICAL— 3RD FLOOR EXISTING LAWN AREA TO REMAIN 4� 10' 8' 10' 10 --- -------- --------•---------- ------ -------------�---'-- - -tEwatrrigT- - --------------- _ -INGROUND 18, - IN SANITARY SYSTEM SWIMMING Extstu Tree,ng }�QQL ZONE X IM [� O O 18.L' I Q DISCONNECT EXISTING SANITARY SYSTEM "A" (Ewstrng) 00 PROVIDE NEW SANITARY SYSTEM "B" (MUM OF l6) BEDROOMS N r EXISTING STONE PATIO s GRADE � Hay Bale/ LOT 44 e�smatea, N.Y.S. DEC NOTES: PROPERTY OWNER: FOR A MAX LOT 43 Sdt Fence I ' H,ag Bile/S'/t I :Grad LOT 45 PATRICK t DIANE KELLY 1500 GAL. SEPTIC TANK (TRAS=FIC BEARING) - "LETTER OF NON-JURISDICTION" DRAWING TITLE: •-r.......... _ BAYVIEW/ SOUTHOLD W/ C.I. COVER. TO GRADE i; p,--_--_-- =, o Jam'' DI ,,.�, (BEHIND FUNCTIONAL BULKHEAD GREATER THAN 100' TOWN OF SOUTHOLD 3' D_E ILGr^.!-!lNf: POOLS 100, Setback EXISTING STONE PATIO s c?Kxot� _-�- �.�EXISTIN�G , LONG CONSTRUCTED PRIOR TO AUGUST 20. 19'('1) SUFFOLK COUNTY. NEW YORK SITE PLAN W/ TRAFFIC BEARING COVERS From Bulkhead _--_-_ , I _- _ r , ; SANITA Y i —ExItDL __ G,,,_�y•y�gl� _,�_r_:7_I_J _A- ,:,_� SURVEY INFORMATION: -5'Eoop r - - $tepa Remove -t-' i . e -r �• SURVEYOR => !� 100 Setback t ste exrstm ; )�gt FEMA NOTES: PAT r . SE"_,AFICO. �U .VEYOR From Property n9 l -- Enti,°r e I i r."1j' e CENTER MORICHES. NY I Line ;f,, i I Fdn. Plantm Fdn Planting -dn. PI't` ' ' .'�I�'K�i HOUSE IS IN FEMA ZONE: X SURVEYED: MAY 21, 2008 1 ..1 r 9 (Exrstirlg) I U er ck Upper a Osting) FLOOD INSURANCE RATE MAP ELEVATIONS ARE N.G.V.D. 1929 DATUM TEST HOLE D,4 T�4 i rn 'car 9 i Sfied ,New Screen _ MAP NO. 36103C016'i H -- -- ---- Re Brae I Exr�trng Within rmt) �' ;t,ng SURVEY OF LOT �� RETAIN STORM WATER RUNOFF (McDonald GeoScience, Re erne ,..e,p. SOUTHOLD TRUSTEE NOTES: May 8, 20l2) ebe t ��-- rurodry MAP OF HARBOR LIGHTS ESTATES PURSUANT TO CHAPTER 236 I I abe ADD FLOOR`------ �L`ltoop (El +9.1' f) R dge �,� step SECTION 2, SITUATED AT BAYVIEW JOB: Dairk Brown Loam OL UNDE EW ROOF r ALL WORK ON HOUSE IS OVER 100 FROM FUNCTIONAL OF THE TOWN CODE I Ridge ( _jI BULKHEAD (2ND ( 3RD FLOOR SPACE IS BEING FILED O'1/24/194G MAP No. 4481 Rrd e CONSTRUCTED OVER EXISTING BUILDING FOOTPRINT) RENOVATION/ Brawn Clayey Sand SC I I Shed -STOR IN, NEW SANITARY SYSTEM IS PROPOSED ELECTRICAL !ADDITION PLUMBING KELLY RESIDENCE SCTMtt IOOOA r- CTIOP1 Ua E ALL PLUMBING WASTE 61 Brown Silty Sand SM i I 1 iY /t LOT AREA: 20,000 S.F. &WINTER LINES NEED 2� HARBOR L1C4T3 QQNE 8 --- Fine and P \ F r, EL 12 \l ryry Do1mer I "TESTING BEFORE COVERING : SouTHOLO NY O ZONING: R-40 8 2 Brown S S W Re-Loci( I 'Shed ui (NON-CONFORP1'i SIG LOT 20,000- 39,999 SF) TOWN OF SOUTHOLJ Chimney: I Rev rse i Sfied Rev rse SCTI'1#. 1000-1I-2-�, ' Gabl Gab t �' 2.8' Water in Brown Fine Sand �- � NE strn YARDS: (PRINCIPAL) �" ;[S. ��� ----------- - iun FRONT 40' - (El +I.S' t) �t- '(E>bsting) avere r -- i n SIDE (ONE): 15' Ln t r---1 Existing SIDE (BOTH): 35' f�' ARCHITECT: t Oil Tank(±) � REAR: 50' ---- ---- I EXISTING FREDEr""K R. "'EBER n �- , .• ,o .. ,- . BULKHEAD: l5' I� AD PROPOSED z ' S'i .. ►.--�. ' I m DRIVEWAY GREE41 NLAWr. NY 11©0 SANITARY r , ���LP2,% �,LP3, . -'� � HEIGHT (MAX.): 35'. (2 1/2) STORIES SYSTEM "B" -=' `-' �.- -----� 0 ` Test LOT COVERAGE: 20% 52 NOYAC PATH SITE DRAINAGE: ' .+ �Holle WATER MILL, NY 11914 i :,� ��,�-- , ;l �r .Sep ( ZBA Appeals U4683 Approved Lot Coverage to -4812 sf or 24.04% ExisProppane r `'�xp' '' `.L1'1 %Ciea r rLP4,' Tan 200.00, (included 10 x38 Deck= 380 sf, Patio at Grade Constructed Instead) Tanktt) TEL L31154-5555 AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) ; LOT COVERAGE: FAX 31 2L 84 A House/Porches (Partial) 10' Dia. x 5 High iu/ .. T2 Util. Pole � N 64° 05' 10' W Down 100. 0' 1883 sf x .166 Ram = 312.6 cf Traffic BearingSlab �`' cf LILG Guy I HOUSE W/GARAGE: _ ¢ ----Q a 0 Util. Pole 3148 sf (Surveyor/ZBA) SE ' 10' Dia. x 5 Hi h in/ - Re-Rout Water "L EXISTING LIL5 I POOL l38'x18'): ��`'� "''` f'• 342 cf Service (Sleeved w/ b84 SF �., `. a;, B House/Porches (Pantial) 1883 sf x .166' Ram = 312.6 cF WATER I ! R o .gin�- I ' II S I: ,t 4 P METER FRONT STOOP: 50 SF ^� �, TI�� Traffic Bearing lab 2 I/2"� Pipe) to �I"i ��ll �® �• . �w ro � : r �DN•� — Provide 5' Clearance I 7"I"' '"• to Sanitary System H A R B O R L I G H T S D R I W E ( TOTAL: 4482 SF Q���'���'� .t� House and Porch Roofs to halve Gutters t Leaders > Connected to Underground Drainage Structures (Typ.) I �' 4482 5F / 20,000 5F = 22.41% (51 P) aAUG 20,�� o , o OCCUPANCY OR - � � +� ULY'- UNE 8'4, Ring: 42.25 cf/Ft of Heig$t I W USE IS UINLAWFUL FE3 ZL, ..Jll 10'0 Ring: 68.4 cf/Ft of Height! JAN 21, '012 I a PLUMBERCERTIFICATION WITHOUT CERTIFICATE ON LEAD CONTENT BEFORE r DEC 1� 2C� � o CERTIFICATEOFOCCUPANCY O�" OCCUPANCY ���-��� SITE F L A N R���N SOLDER USED IN WATER OCT 12. �0 r SUPPLY SYSTEMCANNOT REV.: KEPT 2L. «C' I" = 20'-0" EXCEED'210 OF 1% LEAD. APPROVED AS tffiTED �J DATE: SEPT 23. �- ATE:�s B.P.# 37 / SCALETo CJNIPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES E: .3 ( By:-. � JOB NO: mZ011C!>y AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 765 18Q2 8 AM TO 4 PM FOR THE DRAWING NO. SOUTHOLD TOWN ZBA FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED — SOUTHOLD TOWN PLANNING BOARD FOR POURED CONCRETE SOUTHOLD TOWN TRUSTEES 2. ROUGH - FRAr:'ING & PL.U(rBING 0 3. INSULATION N.Y.S.DEC 4. FINAL - CONSTRUCTION MUST BE COMPLETE FC; C.O. ALL CONSTRUCTION SHALL MEET THE RECUIREMENTS CF THE CODES OF NEW OF AIO YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. -� -�- FRAMiNG NOTES: FOUNDATION NOTES: 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2xb STUDS SHALL RECIEVE 5-IOD NAILS AT SILL I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER i- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. � PARALLEL PARTITIONS AND AROUND ALL OPENINGS. FIREEDEROCK 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD I0. PLYWOOD SHEATHING TO BE NAILED WITH 8D >s q O.C.. EXTERIOR EDGES AND bD a 12 O.C. INTERMEDIATE. TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SURE 1OR TO FLOOR JOISTS. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WiTH GALVANIZED HURRICANE TYPE CONNECTORS BY "SiMPSON" 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. EM®131EIRTi OR APPROVED EQUAL. WERBEIR 4. ALL HEADERS C-Ow AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WiTH TRIPLE UPRIGHTS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST"' TJI SERIES WOOD-]-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, ALL HEADERS SHALL BE A MINIMUM OF 2-2xIO IN 4" WALL # 3-2xIO IN b" WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 3- ALL NEW PIER FOOTINGS TO HAVE (3) #5 BARS 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 13/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR BOTH WAYS, TYP. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. PERIMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 4- ALL COLUMNS TO HAVE T AO"x3/4" B.PL. Ae IRCHO ECT L. DOUBLE FRAMING ,AROUND OPENINGS (5k9hghts, Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE LVL PRODUCT W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. (UNLESS OTHERWISE NOTED) a 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FiRESTOPPING AT ALL LEVEL PENETRATIONS. S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. 5- STEEL SHALL BE SHALL CONFOASTM RM !EXCEPT _ PIPE COL WHICH SHALNFORM TO r ASTM A53 ROUND PIPE). STEEL WORK SHALL -------, I `\�\ CONFORM TO THE LATEST RISC SPEC. 1 A Exist►ng Bluestone B C 1 \`\ D '' b- ALL WALLS SEPARATING GARAGE FROM HOUSE t A8 �' Patio Grade A8 A8 " t A8 i F13-b � TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) IF -___-- _-- (Existing) New Bluestone �� L-------------- ��'�----- -----t-- "------------- j Stoop f Steps 22'-10" t to Ewsting INCIII I Stoop ( Patio S eps t 15'-01, t to Existing t 1 Patio t —r_ 1 3'-b" 8'-O" 3'-b" r -4'��r--r— " 8u—— 8 I t $ 1 e I I 77 �0 t __-----+ I °D t +--------t- 1 t 1 t l i I 1 I 1 --------- -----------------------------------------------, ---------------------------------- -- 1 -1--------1 - ----------------------------- - - 1 _ ---------G— ----------------------------------2, Y--1 LLJ r------------_---------------------------------------------- --------------------- --------- r I 00 t f Backfill Existing Crawl Space '9 L- -J 'Q' Ill ih t 1 t B>L1,CKFILL tit �_ -f Backfill Existing Crawl Space 1 t 111 ,---------- ---- 'Ir , Iuu1 BACKFILL t I I O 1 ! 1 Area of Existin Ist Floor Irl �/ """""""" """ \1 g ` 1 1 1 no ao 1 1 Converted to Porch Space t t,t // -_-__-___ -____ `� I t New Piers- Tie Rebar i t '- ;' 111 ,/ ,/ _ `� �� into New Slab for Support 1 t 1 IF , 1 t v m IIl/ ••// � \\ \ � � t � N I ► 1 \\ ' --------------- Area of Existin Ist Floo ! I t t n t New 8" Conc. Block Wall on g 1 t 1 20"AO" Cont. P. Conc. Ftg. O r( /' u \\ ' .............................. c Converted to Porch Space 1 E L- -i= -------- -- ------------------ ---- i ° t } �, 1 I Iuu1 1 ....--------.. ................F .........................I..................... !. 11.' I _ --------------, I `i r New 8" Conc. Block Wail on QC t , 20"xIO" Cont. P. Conc. Ftg. I r----------- -------e -------------------------- ---+=-klt=� _ ^ I 1 t - °' --i- ' -I g„ b,_0" 2 _1„ 5'-10„ ,_L, 1 ! 8, 111 I INew x I I I I — N Existing 1 I I a 1 t 1 I ► rn m 111 O x Chimney 1 I Mec Flu- j- X W Pier , I ------_- J L---- ----E----1 l 111 t t X I11 t :.�..:.:.:.:.:.:.:.:.:.:.:: �....... ..... �. ...... ..... I 1 _ W W III -- t ! 1 Ili I �__ _-----:s... 1 N X L {3) 2x12 Girder (Exist g) j- j j--- (3) 2x12 Girder j--- (Existing) --- t T---� - i i i . 1 UJ 1 1 I 1 1R�-: 1 _ _ -- -- -- -- ----- - i MEE-= __===� �=-=-===----== --���=====__-----�1===`=___-----�1=====__===-=t- ({1= t====� == -1 9f� t==�=======t1== ______EI = 1 I III I 1 I II (Dropped) _ ___J L___J L emove Existing Dr 6� J L_-_J L-, t ! �J L.-__J _J L-ui J �" I 1 11 Frame (3) 9 1/2" LVL lush ( r Flue) I I 1 8„ 1'-4" 8'-0" 11'-0" t l 8`-3" 8'-6" 1'-b" N t 11_0„ 4/_3" Y So' t 1 1 tit rL I New (2) 9 1/2" LVL 1 1 t 1 N iil New Steel Pipe -' _______ __ -' _ 1 u 2 ill Column Above P o ------- -- -= , o t t ° U- ,,, New Pipe p i 1 1 t - �' • nI % Column Abov I p t m I I 1 `Q "' i Q' I Existing m Horizontal Pan 1 0117 ired t o P � i j DRAWING TITLE: i New Ib x16 Conc. B1. c ��'' t w I t ? Coil in Crawlsp ce I -t�, Boiler - _ t Pier (Fill Solid) on CRAWLSPACE tL I 1 � �, 1 24"x24"xl2" P. Conc. 1 1 ! I M X 1 1 1 `i 1 _ _i o Indire'ct I FOUNDATION t O Footing L� _J O w L __ Water.•+eater l a O w t t - g ,--tli X New I6"xlb" Conc. BI. z -�' - --�-� -�- -� , z -�-� X 1 t t -- y Solid) on tcc s, t cv rf�l 1„ 1 t New (3) 11 1/4" LVL i---i New (D 11 1/4" YL i i New (3) II 1/4" LVL t 30"x30 x12" P. Conc. t ratvtsluaoe 1 1 ;' t 1------_ _== ��•:____ __ = w= - == _-___=_=� '')I{r: 1 I 1 .t i 1 1 t a. I t 1 1 1 1 �► I _ (6ro`ppea)- 1 1 ( ropped) t 1 (Dropped) 1 ::1, t _ Doting _ t ;' ;_ ; ; '- 1 '-'' 1 -� '- '------------ 00 --------� 1 0 O I 1 (3) 2x12 Girder r— —, r -- , 1 — 1 t X t L_-- _ --- i -- t -----_-- _ t - t - ) 2x12 Girder (Existing)C14 t ► -- ---__-_ t _ 1 _--_____ 1 __ 1 _- (Existing) _ -t __ — _-' --- --------- -� ___—_______— 1 t---------- — I I-- — t uNi R M W t====—__====—I =_ E_________ — I ill I ,117 -'------------jp— 1 Ill—t 1 — — =lei— =1 -- I---------- =1 - r---------- -----------------------------, ( W L_,,3_ 111 III L—,�,_J L--_J L_t,t_J I I 00 I i t Ili ill Existing III nl III r t nl Ib"xlb" Conc. Bl. III tt, rn I„ , ► 1 I r t In ill Piers on 24"x24" tit m ut I 1 t 1 JOB: Existing I t II, fll P. Conc. Footin s tit ill O �' III ► 1 1 t Chimney --I t t,t 11I (Tgp._ All Piers !tl 1a •� to nl 1 1 1 1 RENOVATION/ Base t t tit nl ul to _ - --- n, t I i , ADDITION Removed I t III 111 111 III III I 1 1 t 1 nl Ill _ _ r r tH-, I 1 t t KELLY RESIDENCE 1 I'-8"i I i- - 11t New (3) ll I/4" LVL ►11 j it New (3) II 1/4" LVLI t New (3) If I/ " LViL I i 1 1 I 1 u I Ilk �1I►=_,__== _=_= 11 _--__--__ _--__— —_ .u► 1 1 1 1 t 25 HARBOR UGHTS DRIVE Ttl (Dropped)- I nt 11 :t) 1 (Dropped) I 1 (Dropped) I I I 1 1 t SOUTHOLD. NY Existing t 1 L_Itt_ III II L-Itt_JL_ J L_- L_t!t_J I I I I ChimneyTOWN► i — -� -� ill 11 N 1t 111 1 -. 111 I 1 t I II! ' tt Brd III 1 °i ' III 1 1 1 t OLD Base 1 , ll- Ht 11^ Midpoint u- 1� 111 I ? u- III t 1 New Steel Pie 1 t SCTM8 11000 11 2—L j t u- (Existing) -> �� Ili Ig P u" X III 1 1 Column Above Existing New Steel Pipe t 1 ! ! O W ? III �- 11 U- III I O W 111 I z Column Above New .•.........►...... .._._.. ........................ ........ ....... x u- Ili O it v O ii=° Ill I New Ib"xlb" Conc. Bl. X i'- 111 I UNEXCAVATEID in �' ARCHITECT: i- Chimney 1 l t O Itu- x iln lit Pier (Fill Solid) on Base .'.:'...! -x III ^ u `' i1 1 24"x24"A2" P. Conc. X m 1 X n m i1� nl Ip Footing CIA n1 I 1 W FREDERICK R. WEBER t '.•.•., ut nl 1 ul 1 I n= 1 � I I I 41 EAST MAPLE ROAD 1 .....1 t Ili uP 1tE' nt I cn nl i 1 1 i GREENLAWN. NY II'i40 I I In z nl ►y m I 11 r—�—� 111(3) 2x12 Girder (ExIStlnZlll r— Jet—,r— , r---, r-ni-, I 1 L iEll E_======___-= �=111 =______=====9�11==-L #f ': .+ ========1 == 1=======__ --1 CIE 1==-==_____ =1 1 L _^_______^ — — 1 1 SZ NOYAC PATH --� _ _ ___ __ —_ — —____----;— _ WATER MILL. NY 11916 I ,------------E I I,1 1 -,n-- (Dropped) —,T,- 1 III t1 ::. :. ! r�1 I New I 1 L---J L-IIt-J L_�11_JL_ I_J L--_J L-tlt-J , I I t 1 TEL 631 'T54-SSSS Chimnec� I , III III IIt III I 1 1 1 FAX 631 261-1054 Footing! 1 , III 1B nl III L 1 " 1 , 8„ 0 8'-1" III-In 1 n1 8'-3" 0 8'-b" _,- , b -p 8t I 20 -10 t 8 r KEY on t 1 SEAL: ---- 1 t LL III u- IIt u-11, 1 .. .. ., Foundation rn -I Il ai • II I rn •Ill rn 111 1 9r'�•;'.-._-•-TM , , Existin a `� .N n1 +, 18 III^ �, III I � ii- tll u- Ill m U-Ina Il_ °0 ——— 1 1 �L, k ` ��'I t — ------------- �; X O n1 X O 111 w 0 I11z w I i New Foundation Wall n. �w l* 1 X X X O ,1s... '` .,x r` 1 W ttl W IIi. III, m CIA N Ili ------------ � 1!I C-4 x t r----------------- --J '-------j III � 111 IIi O o �1t .� , `•':'' 1 t .. --------- �x r- - - v t I N •---------- Removed r ,..r'r t m 1 t y Existing Wall 1 t III 1 --- --- - i tl{ III O `�-� 1 1!I t 1 111 III I I ' s . 4. 1 '---------- ----------------- 111 __ i__ III ---III ---------------------- — 1 W = _ _J 1 tl 1 1 lit ni 1 L------------------------------- --� -J `_'1 �----------------------•-----------J r O New Front Stoop 1 1 1 -----------------------j 1 1 rt• .•.•...•..•.•.......•.'....•.'.••..'.'.•.'.•.'.'.• .... 1 Mist. ------ ------ REV.: J LY 19. aol� 1 r- ; r- -, 1 A `--- Line of step C D j Ilk DATE: JUNE 4. 2012 A8 A8 A8 } SCALE : 1/40 1'-O" [2'-0" 2'-0" JOB NO: w201105 DRAWING NO. (Existing) (Exis ing) (Existing) (Existing) lot- " N Q B Note: Existing Footprint of House to Remain. Proposed Rear Porches are Created FOUINDATION PLAN within House Footprint. All Enclosed Addditions Occur over Existing Fmotprint. A8 '/411 o lr_On �i OF AIO FREDEROCK ROBE FiRE SPRINKLER SYSTEM: VEIMER PROVIDE AND INSTALL A FIRE SPRINKLER SYSTEM CONFORMING TO NFPA 13D (STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ZONE AND (Side Yard Setback, See Zoning Variance) TWO FAMILY DWELLINGS, 2010 EDITION) THROUGHOUT Q r���t 0���� THE RESIDENCE. 1 ] 1 F(O> (Existing) DEx1sUn� Bluestone �,Patio Grade A8 A8 21r_dn 22'-10" AS 6x6 Pres ] ] Post, Encase in "Azek" Tapered Square Column New Bluestone 3'-6" 8'-O" 3'-6" New Bluestone 1 ] Enclosure (Anchor Bolt Stoop t S eps Stoop 1 Steps to Found., Strap to Hdr. to Existing to Existing 2" n.4_1? I�`-6" Patio 10�-9" 19'-dn Patio l'-Ii" 2" 1 I 1 ---- ----- ---- ----------------------------------- ----- ----- -------z----------------------------z------------, I �I --- __ _ - --- -- _--__- -------F=====_�_______ s - -----`-*___- m== == - - __- --------- _------- -- - _- ------ -- _- --__ _____________ - _=a= =�am= =-s ---- - - - - ---- -- -- ------- ------- -----_— r n r ■ n e n rn" r n =n — , n rt r n -- n � � 8 n = WINDOW I ' 6"- I`-1" 3'-2" 3" o '-2" 3" 3'-2 1'- 6' 2" 2 -2 3-6 9 3 -2 3 -2 9 3 -6 jr I - W I`1 D W SCHEDULE 1 New SCREEN P�6RCH Screen Panels i 1 ] t (ProvideStorm „ I 'I' = t �; New R H _ Remove Floor Framrng� Backfill t Panel I serts) � .' ► t R.O. Area Iuu1 1 ___________________ ___ 3- ` Pour New P. Con Slab, I Unit Model # E res O j O �.'^ Line of Bay Abov `.� Remove Floor raming, Backfill d �ji; _ ?s; - _� Screen 01 Ftnrsh w/ Bluestone Pavers, t 1 OPng� g Pour: New P. onc. Slab, i'� FO o - ' ' ' no 0o i �, �i zo _ ��` F (Random Rectangul rl), Typ, ao 1 , , Finish w/ Bluestone Pavers, ; _ �O� �{" 22',9' i i 6�' ® CUDH3232 3'-2 3/8"x 6'-0 1/8" 1.18 Yes o (Random Rect ngular),: Typ. �"��' Ilk 0 5 A A A _ 5 ,O I ; Line of 2nd; Floor _ __ ' ' i� B CUDH2832 2'-10 3/8"x 6'-O 1/8" 6.3 Yes 0 = o o. o �_______ r______� _ _____ _ __________ _______________________;�________ ____ __ ____________ cp, Line of grid Floor 'v ' ; _- Stone F �'ed I on i � BREAKF/tST ,r 5' Fireplace t P 8 _ n r, ; ; ] © CUDH3226 V-2 3/8"x 5'-0 1/8' 5.16, Yes Masonr tie lace t Screen Beams (Typ.) t-2° '1�" P-2 �,� n n ' -------------------- - 1 - x - o ` —__------— ------ - __—_---_ __ ______- --- --------� i-------- _ i u I N ----------- ----__�___� --- __ I CUDH2826 2 10 3/8 5 0 1/8 N N --------------- - r-- _=_-==_-==- ------ - i i -�1eCk.-, Flush Blue;s;tone °O �, a' -F-lue - trtIte Piece _ _ rgr .� Dn I O CUDH2O2L 2'-2 3/8"x 5'-0 1/8" No c t1111I I L------ - ' -C, 3,_2 rn:-, - °1 CUDH3224 3/8 x 4 -8 1/8 No m tttd -3 1 Ref. 1 ;_ ---- - - ttbty N u to ttllt n t 1 -----,---� --- Sink 6 21'-II° ; `;{ �; ------; ; lU D C`+ w I OG CUDH2824 T-10 3/8"x 4'-8 1/8" No --------------- ---------+ --- ,,LL---------------- ------ --- --- , � ' - ----------- r--------------- ----- " _ r --- ------ Q CUGH2422 2-8 3/8 x 4 -4 1/8 No ��----� --- Ill--==S - � x i r Counterto w/ i i-------- I I � 1r 9rr �' , n , „ N _____------ —�� trot ' i ii UPP , , Coat Hooks Existing , Remove Existing Walls (T:ip.) 11 , 111 er Cab nets , , ` DINING ROOM tlltt8' Wide ; j i zo i ii ' '-------- i 2L LAUNDRY O 1 11 JO CUDH2818 2'-10 3/8"x 3-8 1/8" No 1111t I O I � antry il; � � �--------i , MU O _ z Opening _ hilt A 9 , Ell Cabinet I u ------__ a" New Window Intl ' t in Existing I KO CUAWN2421 2'-I"x 1'-11 5/8" - No CO`QTS UT ' Location :- N ... o ---- ----- �I 1-1 I 1' ��-------J �n 5'_9n 20 n Ong Tr-1 n" �n do ;° I }- CUAWN2�f2 2' I" 2` 3 5/8" A In -_-,--- n_ ------- - -------i----- I -I----------- -' New I/2 ---r �r, , 1 O 8 - x - - No 111 ---- i ---i-----� ----------- 1 -- r- -------- "s 7�xi�tt� nNew 3 VZ°� ul I , Steel Pipe �' L MEH. Clothes PoleI t- _. _._.52 J ._.�.�s12►1d_._.�._.�. —.— ==— , w/ Shelf lY — DR,�WING TITLE: — —M XSteel Ptpe , , , � � , •C->,I CUAWN2632No ' ExistingColumn ilin - ----, -----, ----- ----� ---- Wt )' J rnrnI�� ��®OI�---- W1C- -�_T_ �_-�- ---- —� 1 (�. N CUGH4024 3-10 3/8 x 5-O 1/$ 7.11 YeN t11 1 DW t IDW Trash ' = BATH IRef. ; iii -- Tj ----- ------ -- -1-, - ,--r- -1- 'r�-_ - in ---_ ----- --------- ----------- econ-fi�u�ed---------+ o !u , C!a- -s------_ _---- �;,.� ---�• - -- - -`� -----------1-;------- ------ r� ' N I ,,- I t I � 1 � � rn I p ct Zone r3.RLofwrE !I ,w/aArgon GlassPr Model Nu sr YIM --------- -, ------------ ----, -----; ---- I I 2 -;4; , t,ml 1 1 �ti_r H n rai P cket 11 Remove Existin Walls (T ) KITCHEN , , , , , , , Ex m a_ ; Pocket b-I iIll 1 I 1 I yp' ---- ' ' '--------------------1 t It Doors } ' 111 ] D Ors - J l ' i I 1 r ---------------------: r ------ ------- La `� a New 5 Mrn. Ag 4 Mtn. p DOOR '1OOD SCHEDULE (2 28 I I I f- -- ------ t l iIi I W LJ I\ 1 1 1 1 r U I 11 I t I I i n I n 4111 "" " { rr r ■ n n �' 8�_O" ° ; II'-10" 1 6 Self-Closing Self-Clost g 11 1 a- 4 4 4 , ut 6 I 8-1 4 I-q 4 3 -poor 1 N A ..... ':.1. I.1...................................I.I..........Cry. - _ _ ; Space Access) Door qp o. .........I. t1. v- r-- _� ; ; P Ext tin 3 i 1 .. i r lk-Trted �., „� -„ _= ,=--"� gg JOB: O e m „ ,-r, --�,-�----. I _ Am Electrical 1 1 ` P Existtn Pa els II t ! Unit Model Width t Height �� �' o o __o Counterto 11 g RENOVATION/ P I� g 2 ----- - -i - r P 11 1 ----------� Wood Ste s IU I 1`R I o; ' iv Upper Cabernets 11 I ] 1 ADDITION r+ - _- _ n I ,� ( UpstatUeoDoor Scustt�,> 3'-6•x 6'-8•' (Doer) KELLY RESIDENCE PA , Extstrng Td. e X New endow • o " "' (2) I'-2"x 8'-(0" (S.L.) 1 F� „ r ■ u " ► 11 m --_---- __ ___________ t ►n E sting I "Marvin CUOF02848 XR 2-10 lllb x V 10 V2 ---- ------ -- ------------------ --- -- ------_�-==- -m_ _ __ - _ =_ __________- = = Se araB a Gara e Q P ,_________________, -______ __, u - -------,z--_ P Garage Loca ion I I Clad Ultimate Outswtng French Door (R.O.) 5 H,4POL LIGHTS DRIVE 8 House- Walls ax "Marvin" CUIF02648XL T-101AVx L"-10 V2' ° 11 I 90UTHOLD NY Ceiling (Typ.) II .econstuct 11u I I I I I t i I F____ _ 1__ 11 1 0 Clad Ultimate Inswing French Door (R.O.) TOWN OF SOUTHOLD Fireplace/Chr,•mne ; ; ; Existing ; ; r ' I — ' 1 1 SCTMS 1000-'11-2-6 1 ---. r ,r r--- --- 6"------------------------------- --- li I „ „ ■ ■ Centered on e_1 i i i LIVING ROOM i i i 2'- " I 6'-11" --4" —` I T_ 4" 14'-0" 6" - - - - New Ltvi groom 1 ---- -------- -- ---- --- _ _ --- -- 1 -0 ------ _—.—._._.—.—._.—.—._._._.—._._- ._._- tr _ Marvin CUIFD2868XR 1/16x 6 - / _- , , _----__-_ , , --_--- , _ - - 1 1 (adClad Ulttmate Inswing French Door (R.O.) _ I �0 2` ' New 3 V2"� _ a- " t - _ rn n r ARCHITECT: . _ _ F__ a- , New 3 i/2"it 1 :r E 1 5 Marvin CUSFD6068 XO L* le-15/8 x 1`10 1/2 ARCH �- '-3 ' ' , yP Steel Pipe Extstrng ' - N o Clad Ultimate Sliding French Door (R.O.) r- 481 i , I I t t ao 1 I i- I i , , Beams (T ) P IlSteel Pipe l _ i +-� Firb'm _ ' ' " ' ' 1---- Column CAR GARAGE N IlColumn I - N x 1 --------- ------------------------------- n ," , I1 O N ii i � '- Oper1 --- ' I --------- ------------------------------- ----- ---- --- Il y I w O Marvin CUSFD6068 XO R* G 15/8 x 6-10 I/2 FREDERICK R. WEBER ' ' ' Existing Rernf. II Rat � I -- ----- -- a �- 1 I I I I r ,q'-ty ---- S'f' RAGE'- t ( Clad Ultimate Sliding French Door (R.O.) 41 EAST MAPLE ROAD 1 I I i P. Conc. Slab It 1 GREENLAWN, NY II'140 Ir tl 1 q- ----- ------ -� �-----------------, �------ T e ' Reconfigured V ' �, _ i--------------------------- 11 --� I 52 NOYAC PATH ---------- -- --------------� �------ ----- � � 11 ( V WATER MILL. NY * Verify O Operation W L 119'16 T i Coffered I I !j ' Newel , , o0 DEN I II in Wtndow I y P I !t in Existing I t , F YE FAX 631 261—i 55 Living Room t r r l]I II Post- ---- � � I � I n Loct3tton TEL 631 '154-5555 Ceiling (Typ.) ; ; 1'i I r---- ---- �� ; --------- ------------------------------- 1 II I 1 I I , 1 1 l 84 Trim ed _7 ,r------------------- _ 21'-O,r if 1 6° 1 1 KEY 6" 1 1 , n 1 4I't�0 Opening , - „ --- -; ;4 ................ _O 6' drr I l i6-O 1 1 Kt , P g 10-10 Zj-�1 N = 10..... ..........................I.1...................................,.,.......... ..........1. I -; Risers - 1 II I 1 r SEAL: _ M i i ; i i 1 1]1 t °0 c I tt t I in Extstrng Wall C.CnRrir; ,; %C K �'. ° "Carriage" t :I i :'r {•:�' �Jr �� i i 1 i I x I New Carriage Style Door in Existing Open tNg New Wall . %' / \��� �f = _______ ____________________ ------- -------- — — --------9----- ----- --------- - --- - - -- ----- -- •---------- Existing Wallc•y.,..`;{. � 00 € �� --------=Q=--- --_� _ - ------------------------------- r--- ---- - � Removed �•�':�,``•'=- � I t i , 1 1 t - -- ------- ------------------------------- G Existing P. Conc. Apron - r tl 11 1 ----- /f I t II t 1 N 1 I t , _ + + + r t Shelves Shelves 3 I x I - 1 1 t l -= I I_ �, N Widen Front N 13'-6" 6'-6" 16'-0" 3'-0° W \1rY+ ~ I ____ _. �-----------------� �____ vj t Recess for _ 1 ------------ -� Bluest a toop � Steps i-;------------------------------- -y 1 ,,• -A--------------O� --- � A Line of Overhan A -------- 5,_qn 8,-O„ 5,_2n1 3,_4 3c 3"_4", i,_21, 8'-0" SQUARE FOOTAGE: f 7 Misr. JULY 19, 2012 N L---------- ----- REV.: � T\-.qx,4 Post, Encase in EXISTING NEW TOTAL AREA AREA AREA Tapered �`�-- t p ] DATE: DUNE 4, 2012 A 1' 8'-i0" 1 "Azek" Trim C j IST- LIVING 3233 if (-) 662 SF* 2611 sf -• '�- c 3�c,.� AS ( SCALE : 1/4" = 1'_0" '48 Llc�0" A8 SCREEN PORCH - 283 sf 283 sf 3 i REAR PORCH — 339 sf 339 sf JOB NO: rj201IO5 i GARAGE 451 SF - 451 sf 2 '' On DRAWING NO. (Existing) (Exis ing) 'S (Existing) trng) E j A ,, 2ND- LIVING 2120 SF 188 SF 2908 SF U \A 2ND-DECKS 225 SF 225 SF B FIRST FLOORFLAN � A8 3RD- LIVING - 428 SF 428 SF 3RD- DECK - 128 SF 128 SF I OF AIO * Converted to Exterior Porch Space FREDERICK FIRE SPRINKLER SYSTEM: i IE 1 1 PROVIDE AND INSTALL A FIRE SPRINKLER SYSTEM CONFORMING TO NFPA 13D (STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO FAMILY DWELLINGS. 2010 EDITION) THROUGHOUT ARCHU ' s,CT 1 i ` THE RESIDENCE. 1 1 1 1 r A B' C„ (Existing) D A8 a8 AS 23'-2' a8 2r-1o• HeT � Shingle Rail/ WINDOW SCHEDULE Half Hgt Shingle Rail/ Ha, H� Wood Balusters Half Hgt. Wood Balusters t f' I)oc iy Cap ® 3' Hgt. 1 Mahogany Cap 9 3' Hgt. Area Unit Model 4 R,O, Area Egres r_ « ,_ r lOr_3r , 3��yN .$::;0.`. . .". ..T-1« .23'-5" .O — - \v' 8. .Q.. �. .�. _ /8"x C 0 1/8' 1.18 Yes : . .3. _ .... Q CUDH3232 3 2 3 9" 3'-2" �" 3'-2" 9" 9' 3' 2r • 3'-2" 9" `e --� O R O- e L a � RO RO � 9• B CUDH3222 3'-2 3/8"x 4'-4 1/8" 6.3 Yes --- -- ----� --Q --- - - - - - --, « r « r r r r r r « r _ « r _ « « 1/8` 14 Yes 0 0 ,P 3 j4 -IO 0 - - 0 © CUDH322G 3 2 3/8 x 5 0 5. i 1 u '►� 0 --� R O n e 1 O O '- no i— i— ��, © Screen Screen @ ,0 1 e e e ' @ CUDH2824 T-10 3/8"x 4'-8 1/8" No 0 io v New «Ba rr ,� "Bag" 3�_M ®---- - crC y 0 3 New* t , EU CUDH2O24 T-2 3/8"x 5'-0 1/8' No _-_ _____ - - __-_ � F _r r « R I , 54 � 52 _�J � Window � R O CUDH3224 3 -2 3/8 x 4 -8 1/8 No 4 Vanity III Y ity0 , v Seat o O o New 24 New p i Pocket o I' Pocket �' t PocketBookshelf cv New Q CUDH2820 T-10 3/8"x 4'-0 1/8' No CI Door o r , I Door _ Door - N I f --1 I o 4" - I -0 4' ' ; 16'-5" 4" ;; • - 12' `" cn O CUDH2622 2'-8 3/8"x 4'-4 1/8" No fill --- - -� �L�J/ O _ 1 1 1 1 1 I 1 __ _= J N I r 1 / O O M' — ----- R ii 1 I 1 CUDH2818 2'-10 3/8"x 3-8 1/8" No 1 I -j-+,-r ----- 1 t N l j KO CUAWN2424 2'-I'x 1'-11 5/8' - No 1 I I ------ • I 0 ( )] ;� `_� BEDROOM 2 -- --------� I o O Existing « i ' �, v- n 4,� 4r 4-_--4�=1 , I 4" b- I i QL L CUAWN2428 2'-1'x 2'-3 5/8' - No R MASTER BEDROOM 96 _ Tub _______;_; ; " __-----_- BEDROOM 3 Op iv Vanity 1 IW rr oo -__i------i , r Tub I I -�--- C1-. 1 .1 r ge — I Q CUAWN2632 2'-3'x T-1 5/8' - No C14rP - 1iIi lW rrlpoop i i � I o- 1L--------II ( e I 1 1 1 , I I I a- CUDHI024 3 10 3/8 x 5 0 1/8 1.11 Yes 4" i 6'-4"i i " 9'-9" 4" `r 10'-#'ii i i `' i --------, I i t - � .— I 1 idge .—..._._� 0° � ' 7 2 Y — --���._ r _ New 'Q- I © CUDH2822 2'-10 3/8"x 4'-4 1/8" No r -- I I Cabin :; , ' ;. (2) I I ``� ' I ,uard -' s -- :'ticket a- I 1 DRAWIN`, TITLE: f , - 2 Door R I _ _-_ I 1 V_ Rail w/ , ' I 1 0 ® CUDHT2810 2'-10 3/8"x I'-4 3/I6' No _._._.—. •_-`-4-_ --_ --- _- - = uel 2ND FLOOR rr, 2 2 r l 2 0 - r r _ « r r_ r r ;I 4" ' 'r tr ! r « r «t _ 2 - 2 -8 9 I_$ 61-©� ' i 1 ---- ' I 1 1 I i I'Ost i i ' °_ t " " 1 11 SO CUDHT3210* 3 -2 3/8 x 1'-4 3/14 No I 2 LII)CENh r �` v, '�� I' i ,. ` IaIN Ni t Up ew 2 New I �r 8 - i' d7' k` ;`;`T`s .,''` �I 1 I `� Model Numbera Refer to "Marvin", StormPlus. Clad, 1 Dooret� Door e l2 _ ;I1 �� I >_, 11 ------- - - _ i \ ' I �. 1 Q, Impact Zone 3, Low-E II w/Argon Glass t -- --- -------- ---- - -- 2 - "--;� I H n ra I I New Bearing, Wall -- - _ � * Custom Size 1 - =------ _- _ 1 .�3 o Ln w I �aibi in ; ; New 3 1�:� C�athne of I Garage Blow r_L ' C4 u1 Pocket r--- ------ - 1"'I - --� II II u� I ' ' /��� i i i Door ��� I I ' ' 1 �\ I 1 ao `N I Existin k Elxisti�i Existing �, ,, , M ,28 i i - 11 e I O DOOR SCHEDULE JOB: 1 I t1 HALL 2ND FLOOR HALL I I I I i 1 �K> I 1 �\ u I N QC �- y 1 I , , , I e ' I RENOVATION/ 15'-1" 4" 1i', 4'-4' 4" 9'-3" 4" i 24'-5" ' `�«, i `�� I i-+ p I I O Unit Model si g ADDITION t Width t Height ----------� I `\ LI EN Q L. I I \�l o- v �i' 1 cI W' 3'-L"x b'-8" IDoor> KELLY RESIDENCE I Chimney New i� \ Open Rail Dn � v- I Existin B\ ann Watl _ - - i �'+ ' s I I a' 1 Front Door t r e Iles 1 ("U state Door"- Custom) (2) P-2'x 8'-0' lS.l.) _ �I i cn I I p 215 HARBOR LIGHTS DRIVE 1 Wall v ' ' I ; ; ,' ' I� I I \ 1 28 ; I ` I Q '; 2 "Marvin" CUOF02648 XR 2'-101/IG'x C-10 I/2' SOUTHOLD. NY I' Clad Ultimate outswing French D (R.O.) 1 �• Hhn in--__--- I 1 ,i__-- ' / t \\ ._ 'r , , I _ 4« vj I `V TOWN OP 30UTHOLD \ 1 2-8� / '�' I • "Marvin" CUIFD2868XL 2'-10 VIG'x C� 101/2' 9 9 i I 1 I N SCTM� 1000-11-2-1 2 _-- - -------C----�- --------------------------- =-1 -� Clad Ultimate Inswing French Door 00 r- 3 , p ' , I I I I\ Ihirl ooI v- - i ------ 1 00 4 "Marvin" CUIFD2848XR 7-101Xx 1-101/2' -- - -- O en to a�---- t 1 I p I 2� Bearing W�ll (Existing t New 28 Below r�---- t I I \\ li I - «I cn ARCHITECTS New Raft r Bearing)) 1, ' �'-2 2 -4 , Clad Ultimate Inswing French Door (R.OJ I 9 I P o et 1 I ' \ New 24 1 ; N R Marvin CUSF04048 XO L** L-I 5/8' x i-10 I/2 t SKeI es I I Do 'j, 1 ► °' " " r , i ''' ' I 1 \ Pocket BEDROOM '4 , I tU 5 Clad Ultimate SlidingFrench Door (R.O.) FREDERICK R. WEBER ii� EDRIOOM 5 \\Door New 2'' I ' i �41 EAST MAPLE ROfi,D ;---- 1 I I 1 t I \\ , Pocket R I 6 GREENLAWN, NY 11140 Door 1 i l i _ "Marvin" CUSFDLO Fr XO R** (R.O.) ' x l'- ,` O Clad Ultimate Sliding French Door 1R.0.) ��---- 1 yc (r , 92 NOYAC PATH �• ° I 15�-4" I \\ 4" 1fL.3"-- - I, / 4' �so I I 13'-1' i � i \\ 4 - IV 131" I _ • 4• i 12'_2r 6• 4'_6R I �- O WATER MILL, n',' 11"114 - c l r --- I I \ I,1 I \ arntyl , I I ** Verrf Operation �•- I i� rnl I ' 01 \ ��-- - --- I �„I I I �, I \ v Varnt � TEL L31 1F4-�g:;� i : 1 r_ I v I S U' -- ---- �' ---- £�--- -- I- --- ----- = -------+- u I I y p _ I___ v I I _ V I = y - --------- ---- — � FAX L31 2L1 10184 ;0 I I U ' (Y I I U . \ i i------ -;qj _2 ' V I nc I ' U ' ` o -- —L-- I ta �— �� I KEY I 1 I I I I I I 1 — Q �[� I `° ' _ ——————— SE . L�dCi All -- - —— — ' I E— itch I<--Ceiling 12'-0'->IPitch r Pitch IE— tiling * IT-0"->I Pitch 1 N a j�_ - -- ) / D ,: - - _� Existing Wall f��5� �GK QZ,'� O I e �o (�� �? ' Q I � I in I� in 1'�-� I I Wind I Seat I I �i� 1 LL " d I == 3__ New Wall iv Window eat i ow , " -- , A 1----- - I I /- -- ---1----- -- -� �, ---------- Existing W Rem e ---- --0--- -- ----- ----- --® `a © O --- --- o T� y in W 2'-2" �2` 3'-2" 2 2'-2" 3'-1" 1'-8 I/ " 2'-I" 2 2'-I"2 [1'-8 I/ " 3'-1" 2'-2" 2" 3'-2" 2 2'-2' 3'-1' 4'-4" 2`-10" Ir-� Z'-10' 2'-5" 5'-O" 3'-2" 5'-O" i, ............ .............. RO RO RO RO RO RO RO RO RO RO RO RO I Misc. AUG 21. 2: Misc. AUG 20. P; Misc. JULY M. REV.: 2'-3• 15'-0" 10'-OR 15'-0" 2'-3" 29'-O" 2ND FLOOR LIVING: 2908 SF A c p / / DATCr JUNE 4, 20i^ A8 A8 A8 2ND FLOOR BR3 DECK: 40 2ND FLOOR MBR DECK: 85 55 � SCALE : I/4" .. _0, 19'-3" 6'-0" 19'-3" 29'-0" JOB NO: w2011� i (Existing) (EX15t1Mg) (Existing) (Existing) DRAWING NO. LJ � � � Il 1�� � I B SECOND FLOOR PLAN ��� AUG 27 2012 A8 , I OF A8 a FREDERUCK f FIRE SPRINKLER SYSTEM: 1 , 1 PROVIDE AND INSTALL A FIRE SPRINKLER SYSTEM I CONFORMING TO NFPA 13D (STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND I TWO FAMILY DWELLINGS, 2010 EDITION) THROUGHOUT QRCHOTECT THE RESIDENCE. I I � 1 1 � 1 A ESv C (Existing) p A. h 21'-6" '°'8 AS 22'-10' EA8 K0231-2" e Half Hgt Shingle Rail/ Half Hgt Shingle Rail/ PaIr Hgt. Wood Balusters Half Hgt. Wood Balusters Mahogany Cap B 3' Hgt. # Mahogany Cap 6 3' Hgt. /Y,-�'• .3 �� ...............1+-111 = .�3'-5" qll " 31_211 qtl ' 3, 20 q 3,_211 9q o RO _ WINDOW SCHEDULE RO ----- - --- ----C----Q -- - -- - a - -- Q-- - ------- - _ _ C ..ram C u O O ` 3 44" I-10' �' 0" — " — 2r 1I /q I Ox I Oq x 1 1 It .7 W = Unit Model # R.O. �pn9 Egre no '- `- © Screen s r e S reen O �o� e s e e ' ® CUDH3232 V-2 3/8"x C-0 1/8" 1.18 Yes O New Irpatlr Neu - 1...) 7 CUDH2832 2'-10 3/8"x C-0 1/8" 6.3 Yes � n n --(=�== ===-���_______--f=====� „ --i-----I-� _ ----�=== =_�------- 5.{!I 52 - --�L/- Window I © CUDH3226 3'-2 3/8'x 5'-0 1/8' 5.16 Yes PQ I *� New 24 a I'. i New 2" Vanity Va rty , I `� Seat O Pocket o ; i Pocket I I a New 2 M I i s () Pocket Bookshelf I -1 O CUDH2826 2'-10 3/8"x 5'-0 1/8" No 'cnl N i Door :o r , 1 i i Door ; Door f, O I I I - I f 1 1 p I x ' ' ' q" q 12'-8" 6" E CUGH2O26 T-2 3/8"x 5'-0 1/8" No r q l 11 16'-5" 1 6 --- -- 0 1 I I 1 11 1 ------ ; I O O _ n ' ' i 1 --- N , i 1 1 _ �► O CUDH3224 3'-2 3/8"x 4'-8 1/8" No G' I I 1 1 __1J• a 1 1 j (� I L - I 1 I t ------ M. _____ n • I ' 'I ' �----- _-I ; a ; t l 11 I I ;a„�- �_�� -_� 1 I _ -� _� , I ---- t r �'' j O CUDH282`{ T-10 3/8"x '1'-8 1/8" No Tar W _ - -----� r ' I Existing �J I; ' ! BEDROOM 2 CIO 1 a MASTER BEDROOM `-'' ; `I �� �!---`�-11- ' ' `i BEDROOM 3 O a' CUDH2622 2'-8 3/8"x �f'-9 1/8" No _ �- I Vanity , - - -- Tqb-- ---1-------, 1 �' Tub e ----------- ,a - - _ t gea- ' ,I, °7 I I I '--- C� ; ; 1 — — a- O CUDH2818 2-10 3/8 x 3-8 1/8 No I i ° - t I 1 1 I F--- ` 1 e a rr I I I I ip• I I L I I I • I a1 I " ,r V•' � ' ' m ' K CUAWN2�f29 2'-l"x I'-If 5/8" - No I I 9-9 9 10- I I I tr 1 1--------I I idge -41 (2) 2 _. -► ,I I�--a - _Ne_w1 - _.—.—._.I - © CUAWN2.428 2'-I"x T-3 5/8" - No i I �- -Po61Eet a 1 1 s DRAWING TITLE: 1 ,uard I ;r 2 Door `r I = 'ail w/ CUAWN2932 2'-3"x T-1 5/8" - No O .—._.--- .—._.._._--._.__._._.�._.—._._ I 1_ " 1_ x n !- x a n x " :1 ;_ N I a l l ------I I r-r I - 26 zo � l0 20 2 � 2s 234 -a" � , , I ��.t III- 2NDPLOOR I I O CUDH�f026 3'-10 3/8"x 5'-O 1/8" 1,11 Yes I ew 20 New o rl Cho ► (L. 1 41N N1 I UP 1 I I _ �k .--------+-f �l 1 iM 1 u I I "Marvin".� • II Pocket, ' ' ' ` II I j Door 'I' Door / }s :I 1 M �+��, �T I ► t I �. I I 10� - ---_ ---- -- �m-- - H n raI �I�� 1 I I o ImpacModet Numbers Refer to Marvin . StormPlus, Clad, _: Q, Impact Zone 3, Low-E II w/Argon Glass 2 v / New Bearin Wall C4 1 ,-) -- - - - - -- - --- cv $ I I I I New 30 .6,�._ I _ --- - -- - I N W ! � I \`�� ; I � `� Ut{'t. in I I I I �_-_-- - --- -- I 1.0 x 1 _----_ _Quthne of Garage `below r_L _ , DOOR SCHEDULE 11 1 ��' i � --- - "' Clabt ets ' I ' ' I , , , Pocket Door I I 1 Existing - ry I Ewstin °D i Bxistirig ,"'" M , I I `i :28 1 ' ' 1 l ) I s �� n ai O JOB: I g / M1 HALL 2ND FLOOR HALL r , I I w- I I I `?/ iv fY 1 , W.1.C. #t I ► W.I.C. I r I I = / a, I Unit Model # Width # Height dd / � d I , _ ' I d •� _ I , RENOVATION/ 6" I5'-1" �" 1� 41-4" II �,-3u 4n / I 2.4'-5' I I'-y "' _ _ c / I \ 1 , o ioo ("UpstateFront DooDro SiCuatom) 2) 1'2"x'g8" (Door) ADDITION - -� - ----- -----------/ I LI EN a © N Q °� I I KELLY RESIDENCE v ,I r, 10 tS.La tf- "Marvin" r_ q u Chimney ; Open Rad On m / a- I Existin B\ arin Wall v- 1 _ I 1 `�' t Marvin CUOFD2868 XR 2 l0 1/Id x G-10 V2 New / ; ; i \ ; ; p - ' � ,.(-� 0 Clad Ultimate Outswing French Door (R.O.) 215 HARBOR LIGHT$ DRIVE Wall v; ' 28 I i ' '� O "Marvin" q 50UTHOLD, NY Clad Ultimate U Inswing French Door R.O,)/IL x 6'-10 V2 TOWN OF SOUTHOLD -- Hl9n--------- \ ' i I,h----IJI 'ging / 1 i i \\I 2c4n o �tr_O. I ,/ 3r n 2'-8f 't' - 4/---- C----e - 1--! ,/Ma"Marvin" C 9 " ------ ------ - L _ -- _ ---------�_______------- -- O Clad Ultimate Inswing French Door (R.O.) r UIFD2868XR 2 10 1/16 x 6'-10 V2' SCTMz� - - -L I I 1 00 ' 1 M Marvin CUSFDLO68 XO L* 6 15/8 x d-101/2 ARCHITECT: "Marvin" r_ ■ 1 " Bearing W 11 (Existing # New 26 Below /�; I I ► I \ —� I/ I /�1�20 g I SKeI es thew Raftr Bearing)I Po et h�---- I I ' ' \ New 24 1 _ R Clad Ultimate Sliding French Door (R.O.) 1 ( I I I Do ''' I I I I Pocket I BEDR Oft .4 , u I tII "Marvin" CUSFD4048 XO R* 1`15/8'x 6'-10 1/2' FREDERICK R. WEBER EDRIOOM 5 I I \ I; ' I ® Clad Ultimate SlidingFrench Door (R.O.) I \Door I I New 24 I I �I EAST MAPLE ROAD I O GREENLAWN. NY 11140 I I I t ni fit I I / I I I I / , Pocket a I \ Jr Door lag NOYAC PATH � � ! I I c'ua I \ / 1 , a- 1 Q ✓ 14" {, n I WATER MILL. NY 11916 Id I I tO 00 O a I n En I r n v \ Ix IT-2" I " 6" g-6� l��'-3--- ---- 4 v t - 13-�I I I `16" I , * Verify Operation `I I I I I \ : III HL__ _ --- /' I I ' 1 I \\ Vanit II arntyl ' I ; i TEL 1,31 '154-5555 cv 1 I I IM \ I rn 1 07 II ll, _ /1 I--- I---��--- -- I tE--�------ _- -- ---- ----- +-�-- - I FAX 631 261-1054 - --------- - Q --------! =--F------ _ J I _m 1 I _ Y ./-� I I I 1 I \ a i �I 93= �� I I KEY UI �� IU i Y - - --Q-L-I—��� ,-r�'7 - �� I,i aL� I .>, ' _--_-__� SEAL: I itch I�Ceiling 12'-O">'Pltch IPrtch j� eiting 6 12'-O">I Pitch l I cv == �3 -S - -- - -- -------, Existing Wall �'::E, �, ; I g l I \ I ;c, . „14..,<<�., I I I I I O r ---0---� r��� a I Window eat I ``' ��j 11J 1ti i I I Windoiq Seat I I �''iv DC5 "/7 3� " I New Wall ,o ` - � . ��� t 1 I �� C I //!> I I I I I I (�. .6...................... Zak-O..... ... ... I I I I i 11 _ I :>, I I I i O -------------- Removed Wall I _ T _ Removed -•L---- ---------J ................................ L------------ ---'L----------------J Q \ \ �ic_c ra..+r,•,,, i. L--____- - ___ _ O 1 LU G�1 n 1 a 1 u r q I o r u ('-,.2 I n 1 n 1 n I u I , n q , q ! r II 1_ 1 n , x r_„ '_ • ,_ a I 2 _ - -1 '4 -:4{ 2 -10 2-10 2 -5 5 -0 3-2 5 O 6 2 - :2-! 2 2-I 2 2 1 1 8 I/ 3 1 2 -2 3 2 2 2 2 3 3 1 2 -2 3-2 2 2 2 3 1IL I ............ .............. .......................-211....................... ......... .: ............................. ....... .................. .. ................................... RO RO RO i20 RO RO RO RO RO RO RO RO r, { .... .... SC�UARE FOOTAGE: Mist. JUL1( 19, 20 2 I 1_ q I'��_ II 15'-0" 2'-3" 29'-0° REV.: ( 2'-3" 15 0 �01 O 2ND FLOOR LIVING: 2908 SF A C D 2ND FLOOR MBR DECK: 85 SF DATE: JUNE �f, 2012 / k: AS ,, AS Ag 2ND FLOOR BR3 DECK: I�fO SF SCALE 1/+$" = 1'-0' ,�/q JOB NO: tu201105 ? I 19'-3" 29'-0" 6'-0" (Existing) (Existing) (Existing) (Existing) 2 �] Y' DRAWING NO. \A SECOND FLOOR PLANAS No i 37 OF AS 3 o 1 , ToTA L 3 '7 3 /"Til e FREDERUCK FIRE SPRINKLER SYSTEM: ROBERT WEBEIR PROVIDE AND INSTALL A FIRE SPRINKLER SYSTEM CONFORMING TO NFPA 130 (STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TTWO FAMILY HE RESIDE CE LLINGS, 2010 EDITION) THROUGHOUT QRCbOTECT B' C (Existing) p AS R A8 AS A8 8 -O" 3'-6" 3" 3'-6" 8'-O" 3'-6" 1`-�" 6'-3" �'-2" 10' (2nd Floor Dimen ion String- Typ. Ist Floor Roof Below 1st Floor Roof Below -- Line of Porch Below Line of Porch Below - 2nd Floor Deck Below ' Half Hgt Shingle Rail/ WINDOW SCHEDULE Roof Overhang Half Kit. Wood Balusters Roof Overhang . . t Mahogany Cap 3 gt. Line of 2nd Floor Below Line of 2nd Fl)or Below - ---------------------- ------------- -------- i O . Y `. 2nd Floor beck Below ; -r' Unit Model # R.O. Opn� Egress 9 Roof of f �' Roof `, Roof no CUDH3232 V-2 3/8"x 4'-0 1/8" 1.18 Yes 0 t_ »M » » 2 r_8 n II , 3n " 6r, 91 I' 0" II 1 2" T-8" 2' 8" II I/ ' \` .6 3 II I/ 2 8 3 l 3 ` _ � B� CUDH2832 2'-10 3/8"x 6'-0 1/8" 6.3 Yes -.--- ---- ---Ra----Ro-- - - ---R•GL ----------- - ---------------------------�-------------------------- - -------1=1- C CUDH3226 V-2 3/8"x 5'-0 1/8" 5.1r6 Yes I F----- --L---- -- -- K-1 P e ur o er e - -- '1`=16'L ----1 I Roof I I I 14— Gable Dor er O CUDH2826 2'-10 3/8"x F-O 1/8" No I I I Gabld Dormer I $ Window Sat eat Shed Dormer Window I t K K EO CUDH2O24 2'-2 3/8"x 5'-0 1/8" No I ! _ I I O ( Q It/�� r a. O CUDH3224 V-2 3/8"x 4'-8 1/8" No 00 t I I I- , t6 6iI II w Q CUDH2824T-10 3/8"x 4'-8 1/8' No 5' 9" I -- ------------y ------------- 61_6 Il rn / J j l HO CUGH2622 2 8 3/8 x 4 4 1/8 No --- - - --- a J CUDH2818 2 -10 3/8 x 3-8 1/8 No / CUAW142424 2'-I"x I' ll 5/8" - No Rid O \ I 9e SITTING ROOM 3 J I CUAWN2428 2'-I"x 2-3 5/8" No I \ { Rid a . — --- - I M� CUAWN2632 2 3 x 2 1 5/8 No I Down I ATTIC I I 3RD FLOOR 14 Riser, o I (N CUGH4026 3'-10 3/8"x 5'-0 1/8" 1.1! Yes --� I CIA ATTIC `n 2✓,77 r}� `� H andra I iModel Numbers "Marvin", Plus. Clad. Impact Zone 3.Refer o tE II w/Argon Glass _ _ I O w''-'' }I► I L ��I i� » ri O — r� 3 " ................. III --—— — ———————— —— —— —— ————————— ——————— I ---- I ------------- ------------ _;got4r_qx.... .... 6r, N 12,_9r,. . . 4 nv- ------- wx � Knee Wall Knee Wall N DOOR SCHEDULE i 1C� I I I r `• i i I JOB: I� -------------- t ► I o, d I I I I Unit Model # Width ! Height I +a RENOVATION/ t era i i 'v- I � I I Front Door t Sidetes 3'-6x 6'-S' (Door) ADDITION -2"x 8'-0" (SLJG 00 O (2) I' Shed Dorme state Door - Custom) KELLY RESIDENCE = wi +———3' —1 =_____ _____-'�=___________ j I t I Cad Ultimate Outswi g BFrench Door (R! /16"xG'-10 VT 215 HARBOR LIGI4TS DRIVE I I II t I OUTHO D L N II 5 Y x� 10V "Marvin" CUIFD2868XL 2' 101/16' 2' O 9 TOWN OF SOUTHOLD I t Clad Ultimate Inswing French Door (R.O.) t i i i I I i "Marvin" CUIFD2868XR 7-10 1/11'x C-10 VT SCTM 1000-11-2-6 I II - F---- -------------------- , II II ' . Clad Ultimate Inswing French Doo r R. . j--- ----------------------- --- — ARCHITECT: S "Marvin" CUSFD6068 XO L* t;'-I 5!8` x iv I I ! I I I t l t Clad Ultimate Sliding French Door (R.O.) t t I t I I I I t I w © "Marvin" CUSFD64b8 XO R* G'-I 5/8` x 4'-10 I/Z' FREDERICK R. WEBER L I I I I I I I t I I I t Clad Ultimate Sliding French Door (R.O.) 41 EAST MAPLE ROAD GREENLAWN. NY 11140 52 NOYAC PATH t =41 r I I I I I 1 I I Verify Operation WATER MILL, MY 11916 I I I j I f I Roof I I ! I 1 1 TEL 631 '154-5555 t I I I ! r r� -------------L --- -------j I t I I I I FAX 631 261-108 I _' ---___ ------- I KEY I I I T L---------------- rt--� i II II II I �Ft ----- I I L——————— r SEAL: IJ ------ L--------- -------; ng Wall------------ xisi At", I I I t I t t t : I =-= ---- -- New Wall -% {. a` ! I ! I Roof I j I I I I •... .------------,-----�-- �® a n- 1 ! U Roof �� 1 I I I I I I ILi--- —_ _ _ ----------------------------------- ^ I corn L------ -_ ---'Jl t I I -- - - ------I I i vt :--------- Existing Wall _ I ' -rl _ JJ Removed 11 r— -- } O I I I 1 i O 111 I 1 1 I I I ........... !r-- ——— ———————————————————————— — ——J L———— J_— ———————————————————————————— 10'-0" 15'-0" 2'-3" 29'-0" SQUARE FOOTAGE: Misc. DULY 19. 2012 REV.: 3RD FLOOR SITTING: 428 SF A C D 3RD FLOOR DECK: 128 SF DATE: JUNE 4. 2012 A8 A8 AS SCALE : 1/4" = I'-ON (S JOB NO: w201105 1 ' - DRAWING NO. BTHIRD FLOOR PLAN \_\0 o A8 OF AS I I FREDERUCK ROBERT VEBER I _ _ A H ,spa CT I , r— i I 1 IWood ShingleI ' I 1 I I - I 1 I I I I a " 1 " out"Elare Roof 1 after to Rartals tv I i ♦ i _ , 1 i ♦ I I ' Ix8 "Alzek" ----- _ . Rake Bd. - - - ---- -- ------ - ------------------ - ------ r -- --------------------------------- -------- ---------- ----,— --------------^------------`—^------------ -t--- —','----�-.------ ---r -------------^----i------- -- ------'----- — ------T--- r--- "Ai ek'r 1 Ix8 z Fascia Bd. I I 1 1 1 1 I I I I I I 1 1 I I 1 I =(D OI � :I/ ' O O I ' no it Ell \.:/ lE 1 , I zeJ 1 1 I I 1 I I I I I I I I I asin I I 1I Copper \ i Gutters t ------___-__ ___ _--__-____--__-_-_ _ - Leaders v- ro I 11 11 I 1 , ......... . II / 11 1 ' It '! I I I t � 11 II 1 I 1 1 I I 1 1 1 I Wood Shingle , , it it I l n 1 1 \V/ 16' x $ O e fie or IL�_C-7 (" e" tyl ) 1=I = rri TT ' ---------------------------------- -----,-------------------�---- ---------------------------------------------------- -------------------------- - = _ - E _ - ---- - Shingle Flare (Typ.) 1 1 I New L.I. Stone !! [ i on Existing Conc. = I' Foundation Wall DRAWING TITLE: ' -------------I 1 SOUTH ELEVATIONELEVATIONS � I � � ----� Cap Chimney w/ --- -Cement Was t "Chimney Pot" Cap Chimney w/ l Cement Wash t "Chimney Pot" Stepped Brick ♦ - Chimney Flare ek-eut�,. llfpa „ /�� /� ♦♦♦ i' `♦ Rafter toI JOB: ` o^A 9*lsolle =-•--FIAre- RENOVATION/ New �'�'Brick ADDITION I Chimney KELLY RESIDENCE ZZ 215 HARBOR LIGHTS DRIVE ,,.♦ .................................... ... . I.. ......... . .. . ......... .. .... ............... .. SOUTHOLD. NY I w TOWN OF SOUTHOLD ick SCTMZ 1000-11-2-L . i i -Ghimneg o o '1 I C C ARCHITECT: MINI 4 1 ♦ 11 1 P I 1 ♦ I FREDERICK R. WEBER 41 EAST MAPLE ROAD 1 t GREENLAWN. NY 11140 ---- ---- ------- -- ----- ---------- ------ -- Ix8 "Azek" S2 NOYAC PATH =----,-r------------ ----- ----- ---------------- ---------- -------------- --------------------------- -------- --------------- WATER MILL. NY 119'1L I Fascia Bd. JillTEL L31 'i54-5555 1 ` I I II 1 / I I I r- Wood SMngle fill Siding FAX 631 24I-1084 • I , II . I x ® ;` 11 n up ay z o be O s O ull 1 "> SEAL: I I I I , ` I , J• . j 1 1 1 I 2" ' O rov:de Wood 1 I D FD D O le o o O ' I I I 11LI ) �` biding I it I I I I I ✓ �'. 1{ je it _ L 1 --------------------------------------------------------------- I 1 1 I I 1 1 Ix8 "Azek" I Fascia Bd. ...... ..... .. ..... ..... .. .......... _ .. .. .. ..... J 1 1 1 I I I I 11 I I i i i i i i 6x6 Pressure I I I I I i I I Treated Posts, i i I I i t Enclose in Square Misc. 1 1 1 1 1 1 1 ,� „ Removes a Screen orch Pan , , , , e JULY 19. 2012 w/ StormPanel Ins ems (Typ.) F ` 5 w I ; Trim, to I 1 1 1 1 O Q O O 1 1 Header, Anchor Bolt to Found. DATE: JUNE 4. 2012 1 1 i i I i i lTyp.) ' Bluestone aI i ' I ; SCALE I/4' I'-O' Porch Flo Shingle Flare (Typ.) --------- ------m=Q = ==sin=- -------- -------------- ------------- JOB NO: w201105 Jill s - - - - - - ----------------------- 1 - - - - - - - - - � - - - - - - - - - - - I DRAWING NO. Bluestone Slab Steps New Porch w/ New L.I. Stone to Patio/Grade i Bluestone Slab on Existing Conc. Foundation Wall I1 I I _____________ ___________________________________________________.- 1 1 Q O rJ _-_-_-_-__J.________________________________ _______ _-____ _�_1 I I 1 I NORTH ELEVXI' 10� I OF AIO ROBERT ICE 7 12 12 ARCHOTECT � I , Wood hingle ' Roof ' - ' •. --- ----- c -----� ------ p l e. Ga le Wall .' A. „ I I Existing Roof I --- '.•' I ; '' I ''/ 29'-3" (Removed) r ,� .1 1 , " X. ' 1' - ��---- -�- --- s---- ------------------ ----------------- -1----�:�� - _ Deck 1.4 i --- � -11 -_----•-_ _•--_-_---_-- e r----------- -------- -----------T -------------- ersGu p La ers.. ..... ............................ �........ i.................. ............................ 5/•{X4 "Azek"12 1! I , Casing no 9 Wood Shingle Siding ot Upper Dec k Ro biya. il s Part Height : hI l�-e 2nd Floor Walls. Cap w2!x8 — 1 IDeck Mahopang. I1IIIII1►lI� I to 3Hgt- " Azeek" Balusters. 5"oc„ Cap --- --------------------------------------------------------------- ------- ------------------- w/ 2x6 Mahogany Ix$ "Azek" -------- -------------rr-------------- --------------- Rake Bd. . ................ Ix8 "Azek" ............ . Fascia Bd., 1 I I I, I 4x4 Pressure Treated Posts, Enclose In SgwarCEcc I Tapered "Azek" I N e w--- P=-_-oar-_c h_--a=_w--/Trim, St toy Header, r=T_iI - I am�-,r,I,III�_---?III_-.-;IIIIIIIIIII1-I,-IIl-�------r>I---'--Ii4Ii11t,I11I--N-------'-------',-i11{IIi1iIII-,•--�i11IIiI1II ---,-I,-4-,E- '-- --7,.- ,-I�/'-2III1IIII1III1, "IIIlIIIII1III11, R o of- aM•_.'y.. —,-'—','- = I,1I1I�•ev'1 -•52'-0"�` 41 . �1Is, Bolt to Foundl. (Typ.)BolUrecshtOoor 12 on Soop -- -----a --------------- 12 � ----------------------------------- ---------- - ------- - ----------------- z-------- `f New L.I. Stone ni Conc. �- .-. 1I I,I''1 '2-Li1 � DRAWING .'Q�u'TL`Jl'• T�.�:•i��..'MI�.n T ' 91L~ t 'E '^f��: Foundation Wall 1I1 �ti --- - -`----=- ELEVATIONS II -*r — ==__ __ ___________ ________________---------------------------- ------ ------ - - T - _ _ _ - '---- ------------ ----------------- .............. Gable all ormer" AS E TION xisting LE (Removed) 29'=3" - JOB: -0" Srd If Deck .1---------------------------- -------------------F --------- RENOVATION/ ------- ADDITION -------------------- ------------------ T1 I I 1 KELLY RESIDENCE .....I ............................................ . ...... . ........................... ...... 215 HARBOR LIGHTS DRIVE SOUTHOLD. NY TOWN OF SOUTHOLD SCTM# 1000-11-2-L= New: 00 i Wood Shingles I (Existing) ARCHITECT: IF 2nd Floor FREDERICK R. WEBER Deckk 41 EAST MAPLE ROAD ------------ y------- --------------- ------- `---------- -------------- ------------------------ -- ------ a GREENLAWN. NY II140 ---r T- 52 NOYAC PATH ----------------- ------------------- ----------------------- WATER MILL, NY 1197L A......... . . .....J. . ...... . ........ ..... ........................................ . ............................ TEL 431154-5555 FAX 431 241-iv84 N(S"ick �? \LK r' La Bluestone Porch Floor Blues on ss===-c =-=--_ ------- --- ---------- : ------_---- ---------------------L St00 --------------------------------------------' ------------------ ------. ------------ --•-------- ------------------i4 New L.I. Stone on Existing Conc. If Foundation Wall -{ ___________________-=_______=___=__=______--=_________=______=________- AUG 21. 2012 ,T JULY 11. 2012 WEST ELEVATION REV.. DATE: JUNE 4. 2012 1/4 , SCALE : 1/4" - JOB NO: w2GI105 DRAWING NO. `ij U AUG 2 7 2012 OF AIOt FREDEROCK ROBER U rV WWII R ARCHOTECT l� V U 52'-0" L no ro 'I'-p• 14'-8" Iq'-8" 15'-8" "I'-Or New (2) Il 't/8" New (2> II 'i/8" LVL Ridge LVL Ridge 12 __-N.etu�xLQ- -- --�� •�� 8 I/4" - 12. RR, I6"oc 5 w Batts ( 30C) r� Shed Dor er " She D! mer .•� New 2XIO I'- t " q I/2 F.G. 0 RR, 16"oc Post (2) II '1/8" 12 Ridge LVL Ridge New 2x8 CJ, 16"OC `. i2 Batts (R30) •*•. a �1 /�,' ,,, W�,, 8'C) ` `, III - ------ ----- 1 ' Batts Jam• ` ---_- -- ------- --------.--__--__--__--_--i� 6« `` 1 _ ♦ x I �`` �`• shed 13ormer I Gable Wa 9� III � - w x Gable Wa I , .� , I,_6»t 16" �6r�,', ,' ,,`!` �� 1 t I R G"I �-Remove E rstrng �`�` Roof Rafters `. �� t � `� I ,' �' ,� ,�' Remove Existing-7 r A � 12 I t ' '� .'� Roof Rafters 12 0 1 ry r 4 I ,�' 6 I New New �XIO $- i , V/ �.� p g -I SITTING RO M �+ ; 1 T ATTIC Wallin Room I ' !, ,� I Sitting Room 1 ��` ♦; r_________ ______________________-.-�J ` ` ` ` t i SIC ,' 1 r- Wall f Ajo- r_ r « I I,y ` , 1 I \ I 1 ` `. -0'" t ,N .: , ' ' 29 1 . . ` " I II �,. ister /New r C - -_pitched Bat s"(R30) 15'-8" t-t I5 O 6 %f�9 Z' 6" 10 6 4 7 L ,c ✓ I « ' r r_• � • ��♦ � 1 I �' V� a Existing ' `♦ C�rhra � 1 2 F.G. " " 8lster ew II 1 8 LVL 4 19 I/2 F.G. I'-O" s''j -'t' 6 -� Batts (R30) 1 I Benc .-I I FJ Alongside d g Srd 3rd Floor 3• I,,"' ' 2x8 C. I6"oc ',, :` `� ' i-) Dec - 1 2x8 C.J. I6"oc `` _ _ -_ Deck DRAWING TITLE: ' i'rl -- " '- • � I I IF �y s,t. cvl' 1 tJ�ew`2�10 CJ 16"OC I 4"1...- " q..112."..F•.Cf,i.i.... t `�� I � J' I��iTIONcJ' W/ 1 1 ` ?. I...... ..... �.. 1 11 . �. I"1 (2)" /8"XI1«.. tZ°el.fD. t I I �`. g — ! ,.............��.. i L Batts 1R30 Existing 3 1/2: I I I ' . 1. » I t 1 ` — I I 1 d . (2) 11 '1/8 LVL` i — " ,... , t ? I I i 1 1 Ne (3> II �/8 Exr.,�" .g 3 1/2. , New (3)' II '1/8 `. „ I I I 1 ast angers for ) I I Bearing Wall I I 1 ` • -- (Upset in Wall) I L (Flush) BearrZ.a Wall I LVL (Flush) ` 1 9 /�� I -lt_O• 29'-•{°i i (WIC/Hall Wall) I p ` '-$� Mahogany Decking I (l�'IC/ ,all Wall) I LVL�.1•,Idr. �� Reconfi ured ' rj N I ' ' I ' New 1` on P.T. Sleepers , '� " Exstrn:a i i " , M Existing Ist FI Bearr�J W Iler Existing 1 I STUDY 8 I/4 F.G. , I � Over Membrane I ;,, ' M BATH UPPER HALL I O 1 0o MBR 1 g WIC C� I Batts (R30C) 12 MBR , , � to Su ort 1�2nd FI O Roofing (Typ.) i MBR 5 IN2 F.G. Shower 1 ' "Bag" ' ' r_ . PP , " �,_3r I 1 " 15' "P3a " 6" Batts (R21) Il'-6" 4" 1'- " 15'-I" :° » 3'-6" 5 Wind r 6 Il 6 Bearrng Wafl, �¢ 4 12 5 i Wino \_ New II 1 ' New (3) II 1/4" -' F� New II I/ " LVL FJ, ; , Existing ' 16" oc t rif a th= Rem ve E ting Existing i ing Wall LVL (Flush) 2ndl Floor .'' �� ' o- 16" oc lV rtfy Depth= Remove Exl�trng Existing � Bearrng Wall Ntew: 2nd Floor I I C y p o I I ; ; I Existing 2 12 Depth) 2x12 F.J., I�,'oc 2x12 F.J.. 16 ,qC I Wood Shingles JOBS Deck .' Existing xl2 Depth) 2xl:? F.J., I oc 72x12 F.J., I6 r r Deck , 310# Felt ---III II II 11 11 II II II �,i��, --III II II II II II 11 II III 11 II II 11 It 11 II 11 - ---------------------------------- ---- - RENOYATIO _,�1 II (Flu ) 5 I/2" F.G. ' _,�1 'I Existing (3) 2x12 FJ w/ ADDITION New ( ) 9 I/2" Existin 1 - LCuiti Back one Xtsti i Batts (R21) New t3) `1 I/2'" Existing " LCut Back on xrstiri`�P KELLY RESIDENCE ' $u N 3 " ' 4x110 C.J. l6 c ' LVL Header gg (2) 3/ Steel (Verify) 12) 11� " `7xlO..C.J.�.�`A(4 .....i..... ....:4x10 C.J....��� . ......,.1..................................................... ;.......................,............ .............. .......... .A.�.(.l .. 1..► .. .I.. LVL Header xl0 J. 16 oc J.I..................................................... ................... ..... . . tlrici'er' all Above ...... 2� HARBOR LIGHTS DRIVE ...�..... I I 00 hingles I I » « .. •. ' w/ (I) 3/4" Steel l� 1 ; New 3 1/2" New 3 1/2" 30 elt I:I 1 I I New 3 1/2 New 3 I/2 SOUTHOLD, NY New i i i Wall to House Bearing Wall t New i i Wall to House Bearing Wall _ \—New Coffered Ceiling I 1 Pocket Doors _ I:I 1 I I Pocket Doors FP , �� I Exr to PORCH I N =- I I Exxr to SCTM# IOOOTOWN OF U��H��D I:I I .� ,— R onfr ured it Exrstrn , ,;, , I R onfi ured b- Existin 1/2' wood :1 t _ I/2 ywood rr (Inside Existing 11 °0 DII ING ROOM LIVING ROOM y " 1. !Inside tstang , to DICING ROOM FOYER 0 Footp rrj ) I t 2x6 5 uds, 16 oc Footprint) 1 i I 2x6 Studs, 16 oc ARCHITECT: Bluest I i i i 5 1/2" F.G. i i Bluestone i i 5 1/2" F.G. 1: rch loor N t 1 I Existing Exist Remove Existing I:1 Porch Floor N 1 1 1 Existing Exrstrng Batts (R21) ; ; (Set in Mortar) i ; ; "' Batts (R21) �(rS(et r Mortar) i ; ; 2x10 F.J.. 16"oc 2x10 F.J., IL"oc Framed Floor 2x10 F.J. 16 oc 2x10 F.J., 16 oc FREDERICK R. W1=1SER I 1 1 j Structure •1 v- ' 41 EAST L ROAD ►•1 ---- -------=r - ► - -------------- - GREENLAWN NY 11140 ---- ----- ------------ ---- --------..... ---- x16" A.B. New (3) II I/4"-� « - S2 NOYAC PATH I/Z"�XI6" A.B, New (3) II 1/4' New (3) II 1/4 Existing 16"AL" Existing 16 xl Extstt;sa WATER MILL, NY H914 «, xistin g r. Neui'�{"''P':''C'oric:''' i 32" oc (Typ.) LVL Girder g Neib 32 oc (Typ.) LVL Girder LVL Girder Conc. BI. Pier Conc. BI. Pr r « Slag;i>ij: :xL;. : IOflO:: Exrstrn 8" ::51a:b:iuI;'L'xL, . ... ...?:.; New Conc. BI. CRAIULSPACE Existing 8 Neiw Conc. BI. New 16"xl6" CRAWLSPACE on 24"x24"xl2" 9 New 16"xlb" on 24"x24"xl 1tlt�i .Rernf:..(?yp;?.. . .'. P. Conc. Fot:nd. Ului ..Re.rrif;..(Typ;T, . . .• P. Conc. Ftg. P. Conc. Found. Found. Wall Conc. B1. Pier P. Conc. Ft . Existing " TEL 431 154-9555 Found. Wall Conc. BI. Pier Existr g Wall on 16"x8" " » Well on I6 x8 on 24"x24"xl2" 2" P. Co c. Slab (Typ. Throughout .'.'.'.'. .. Btickfrll'.'.'..' '''.''.' on 24 x24 xl2 (Typ. Throughout 2 F. C nc. Slab PAX L31 241-1084 . . .. . ..Backfilf: �. Crawls ace) P. Cone. Ftg. �' P. Conc. Ft Crawls pace) P. Conc. Ftg. P. Conc. Ftg. P - - - New 4" Stone -'-`�" `� �" -' g P - New 4" Stone --t r Veneer Above �-�--= Veneer Above SEA". (3) #5 Bars Grade t -1" Conc. /!�� Both Ways in Block Below Grade Bo #5 Bars Grade t 4" Conc. E �,Rcye� Pier Footings Both Wags in Block Below Grade �o \��, � Pier Footings Q �v t'� (Typ.) (Typ') n ?� SECTION BB (DINING/FOYER) SECTION AA (DINING/LIVING) 1-3 /�Ir - 1r_On 1/4" - T-Orr 1� Misc. AUG 21, `,"A* � Misc. AUG 20. 205 Misc. JULY 19. 2012 REV.: DATE: JUNE 4. ` :017 SCALE : 1/4" -0' J013 NO: a201,OS DRAWING NO. AUG 2 7 2012 Q O �;LL'G DEFT. OF AIO i I FREDEROCK I OBERT WEBER ARCHOTECT 52'-0" no New (2) If 1/8" v v l!).•1('1/8" LVL Ridge L•'V L Midge 12 l u u l !2 5 Q Main Roof 5 ' -(Foreground) She D mer .'' - Shed or er H New 2x10 New'••. RR, Ib"oc 1 " [2 2x10 RR,'-we oc (1) I( 1/8" 2 (2) 11 1/8 LVL Ridge LVL Ridge i I W. Gable Wa " I nn 1-4 .-'Remove i 1 Po New 2xl 12 , , cy /a , ,,' Roof Rat �.� �, R, I6"o ATTIC ` .E^ ;'� o ATTIC Wall gm�; •' 7 ' ` � � ,' i 1;i • /• � Wall `. I�\�' — 1'-0• H Remove EXI$ting 1 a 1 11 14 - H 9 1/2" F.G. ' 1'-0" 5'-O" b" :r"9 YIN 6" 1_bH 1 4`1 b 15 9 _ Batts (R30) 19-9 Roof Rafters Existing , ,-; ; FJ A ngside Exi ing ; ; -_,Witched *' 2x10 C.J., 16"oc on C. a •` 3rd Floor . i I I 2x8 ` Deck ------ - • S -- DRAWING TITLE. New (3) 11 ZT8", New (2) 9 1/2" LVL ;10i i 11 Existing R o -- C`+ 9 1/. rn, _ New (3) it 1/ LVL w/ ______-- 9 • 1r F.G. LVL (upset w/ C J Z w/ (3) 2x10 RR SECTIONS l2) 5/8 xli tee;..i�.................. .. ... . ..... Batt: (R30) -------- Remove Existing 121-0 21-4" ; i (Joist Hanger,, for FJ) New 2x4 Existing 2x4 i ; =I_ cv = � , g Bearing Wall _Lle�u____ Bearing Wall Mahogany Decking New Roof Rafters 1f_OH (WIC/Hall Wall) Over MembraSleeners a-, i .' \` ' - ------ Fxistln Newer ! i B,ATH EL. Reconfi ured = 1 12 i . BR 2 Allow 3/4 Space (Min.) ---- -- HALL B�R, 5 ,� 1` co 12 Roofing (Typ.) _ 5 I/2" F.G. BR2 , i Between Beam t SubFl. _____ __ , C• _ ,— H H ' , \`,` !` Batts (R21) 5 UBay" 16" !1'-b" ---_-_-_ 4u q" Is'- �`%�, I �11, !� 6" 3'-0 7 Wrndo ; 5 1/2" 00 15'-9 1/2" 3 0 V2 V2 , 21'_3" 1. ,r 9 I/:" F.G. I i �7�, .'''r: � New II 1/4" LVL FJ, ------ ``r • Existing Remove Comp. Existing , , i 16" oc (Ver f De th= Galy. Joist -------- Remove Existi Existing I �`. 2nd F oar i Batt: (R30) 2md Floor , , , d- y P i-;angers iTyp.) �g g , i Existing Deck - L2x12 F.J., 16 Beam t Kneewall i 2x12 F.J., 16"ot i , ' , , -------- Existing 2xl De th) --""-` 2xi2 F.J., I6"oc 2x12 F.J., 16"oc I I e Rmof I�i .�.-' N ill i I Dceck , . 1 _ 9 P `% JOB: Existing ZkS� 2x10 C.J., 16"0c ' RENOVATION/ ------ ----- ---- -------7-- -------- ,I, ------ ----- ---- ---------- New WF Beam New: - - 'r- ----- ---LL-- LL---LL---LL---LL---LL- -LL- . - LL---LL---LLi Existing (3) 2x12 FJ w/ _____ ADDITION " Existing (Encase in 5/8" 9 1/2 F.G. F— Cut Back on Ex an Remove Existing } ; g • (2) 11 1/4, N�VL KELLY RESIDENCE New (3) 9 l/2 g " " " Batts 1R30) Raise Existing Wood Shingles New t3) 9 I/2 , 9 „ 9 I WF Beam rtlush) { } , (2) 3/8 Steel P, (Verify) Under Wall Bove 2x10 C.J., 16 oc : T e X G . Bd.) g F l 2x O 16 oc 2x10 C.J., I6 oc , LVL w/ (!) 5/B ................. .. .. . . .. . . .. ..... New 9R ..........9P................................... ......... ...... 50. ..Ee.t.. LVL Header �.. .. I.... . . ...................................... x9" Steel IE Sister II 1/ 1 LVL 12-b O $- 21-3 t3) '2ic12 1#dr: 1 Furi C)own�tUood ' I H " ," , " H ' " H H New 1 I ' H ' ' ; ; oo hingles 21r5 HARBOR LIGHTS DRIVE New bxb Beam w/ I + + New t.A Beams Existing. I:1 i New 13) fI I/4 1 Ceiling in Iditchen , 1 New 2x4 I 1 30 et SOUTHOLD NY (For 8' High 1/2" Plywood PORCH ':' ; LVL , sh) Wood Inrill Ceili g as Required; to ; Bearing Wall b" 11'-10" 4" 2'-2" 4" 3'- " 3'-9" : 4" 3'-O" L" 20'-9" Garage Door) L" 2x6 Studs, I6"oc I 1 Cover WFI eam I = i 1 (Inside Existing I:i I ; _ I ; ; 1 ,— I , TOWN OF SOUTHOLD <`, 1 , , , , I - I Exi in : SCTM# 1000-11-2-L New ',- New '� Footprint) ,:, 'v- i T Rec nfr ured , , , , , , Cr Existing , , a- g , ; °o KIT HEN H SCREEN PORCH °D CL. Existing I ' ' ' ' ' I I I I/2' ywood . GARAGE Porch Floor estoneI' I i 2x6 S uds, 16 oc ARCHITECT. ' ' 1 '„ i } E i { { g 3 1/2" F.G. (Set in Mortar> i ' iv 7 ; 5 I/ Existing " g rr 5 1/2 F. Remove Existing Exists.g G. + 2x10 F.J., 16"oc Batts dRiS) 2x10 J_, l `oc Remove Existincg I:, , Batt$ l 21) 1 } , , 1 Existing i T ,., _ , 2x10 F.J. lb oc , , , , , , 2AO F.J.. 16 oc Batts tR2U , , i=REOERICK R. WEBER Framed Floor -v N ; ; ; ; I 1 41 EAST MAPLE ROAD Structure GREENLAWN. NY 11140 --- New•'4'•.•P..•Cori..'' ''''''' ':' ' ''''' ':^ Existing 16"xlb" I/2'�x16 B, New (3) II 1/4" SZ NOYAC PATH Slab;w!;6'xb;......;;; '- Conc. 1. Pier , 1_ 32" oc �T p.) H H LVL Girder Existing Existing 16 xlb — WATER MILL. NY 11914 New 4 P. Conc. I New l6 xl6 Conc. !. Pier rl •U WF- Rert,f:.fTyp;) New••C•omcalSl:...'. on 24"x24"xl2" Existing 8" Slab w/ 6'x6" !0/f10 New Conc BI. Conc. BI. Pier CRAWLSPACE on 24"x24"AT' Existing 8 F.O....... ............ Found. al H r1 ,1 1. P. Conc. Found. P. Conc. Ftg. P. Conc. Found. WWF Reinf. (T ) • • •• on 30 x30 xl2 Existing P. Conc. Ftg. ,/ TEL 431 154-5555 :... yP ... . ... . 1 Wall on 16 x8 Backfill; �...•.... ••• .. 1r Wall on 16"x8" P. Conc, Ftg. P. onc. Slab (Tgp. Throughout g PAX 1.31 261-1084 ...•.•• •.. .••. • •• ••... 2 P. Conc. Slab P. Conc. Ftg. Backfill ' Crawlspace) P. Conc. Ft ----- New 4" Stone i-- `Veneer Above SEAL: (3) tt5 Bars j Grade 6 4" Conc. -�.8"l. II-8 �, "t L8 t 20'-11, L8 y Block Below Grade 8 Both Wags in Pier Footings <<, ,, 4 z\G N. `t ' SECTION DD (SCREEN PORCH/C�,4Ry4CzE> SECTION CC (KITCHEN/DEN) dd Fr 3> I,—Ou i Misc. JULY 10A 2012 REV.: DATE: JUNE 4. 2012 SCALE : 1/4` = 1'-0' JOB NO: w201105 DRAWING NO. I i ass I OF A10 11-1 i I F INISH SCE-fEDULE SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS8. ���®����� I NOTE: � n m 3 PITCHED CEILING INVROBIERRT EBE -. o _ > u7 .. o o OFFICE t BR 5 -2x�f CAP a D tom_GABLE PROJECTION z W W W W , 2! ra Q _ .� toN t WHERE OCCURS c -- as t- C to < . 4 Q z 3 '° w s + z' io U }' n, t ROOF: 2x2 BALUSTERS n r- ua M to M w- , ** O IL Z ,,, ,; ,� Q 0: - 5 O.C. ARCHO ECT z is Q E' _' Z °L ' < N n _ W L N z PROVIDE M�iHSOiN WOOD SHINGLES r n O .<n z z < D {D W N Q 3 U p w t M N p ,w HURRfCANIE CLtP 5/4 x3 LATHE (Horiz. t Vert.) a Z ¢ o `o z tY W nc U ly % o W m W U o w ON ALL RC?bF t 30u FELT w to o` w 3 w tD '' LU ~ to `' '� z +' m v _ - - RAFTERS I-O� 5/8 PLYWOOD SHEATHING 5/4 x 4 MAHOG ,Ei— 2x8 CAP O _ O U zo > w O z Q - (36" WIDE STRIP OF "ICE t WATER DECKING ON SLEEPERS t_ Z v ao <r t- U tfa z U s �- z O M m o0c ' F t 0 0 U I�xl O CR., TYPICLOVHG. SHIELD" ROOF PERIMETER) 1/2" PLYWOOD OVHG. MEMBRANE ROOFI qG FOYER 0. Q ® Q ® ® Q q'-p" Batten Paneling to 2nd Floor 2x6 BLOCKING/ INSULATION v 2x4 STUDS, 16" O.C. 2x10 C.J. STOP BETWEEN RAFTERS L.C. COPPER 3/4" PLYWD. FLASHING LIVING ROOM ® Q Q Q ® Q Q ® 9'-p" Panels to 40', Coffers per Plan - L.C. COPPER 16 O.C. NOTE: ALL PLYWOOD TO PITCHED BLOCKING DINING ROOM ® Q 10 : Q Q Q 8'-p" Ix8 Boards- 8' (Full Height) LAP TOP WALL PLATES SCUPPERS (TYP_) IN CONTINUOUS SHEETS o0O o pop t� _ KITCHEN/BREAKFAST Q Q Q Q Q Q Q Q ® 9`-O" Beam Cig. w/Beadboard InNI _- 0 DEN ® Q Q ® Q ® ® ® 9'-O" p Ix2 SHINGLE MOULDING (ON RAKES) Batten Panels to 40",Beam per Plan 1/2" DIA. GALV. 2x8 D.J.. 10 O.C. W/ POWDER ! Q Q Q ' Q Q Q q-O Beadboard to 48 Hgt. - �TOP OF 2ND FL. CE" " COPPER GUTTER WALL PL. BOLTS, Ili" O.C. GALV. JOIST HANGERS U_ STORAGE ® Q Q Q Q 91-001 10" F.G. BATTS (R38c) Ix8 "AZEK" FASCIA BD. MUDROOM ! ® Q Q Q Q 9'-p" Ix8 Boards to 64" Hgt. (2) 2x6 TOP WALL PL. 2x8 RAFTER E, RIP FOR PITCH LAUNDRY 1® Q Q Q: Q q,_O. (3) 9 1/2' LVL HDR. (TYP.) _ __ 2x4, I(V O.C. CROWN U BATH I 1! Q ® Q Q Q ® Q Q 9'-O" Beadboard to 48" Hgt. TOP �OF ROUGH OPNG. -/ Ixd TtG, BEAD ,t - -- FOR MARVIN FRENCH CENTERBEAD, AZEK GALV. SCREEN PORCH Q Q Q Q ® 8,_6„ g DOORS t DOUBLE-HUNG SOFFIT W/ 1/2" SCREENED gp T GC.BD. Beaded Ceiling WINDOWS= C-10 1/2" VENT STRIP HURRICANE GARAGE Q Q Q Q 1p�-p" ABOVE SUBFLOOR PORCH CLIPS lxB "AZEK" FRIEZE BD. (LAP CASING CEILING STAIR (Main) Q Q 10 ® Q' Q ® Varies Batten Paneling to 40" Hgt LEAVING 3 1/2" EXPOSED) (TYP.) u STAIR (Rear) Q Q ®. Q ® ®. Q Varies Batten Paneling to 40" Hgt 5/4 x 6 "AZEK" WINDOW no STAIR (3rd) Q Q ® Q Q Q Q Varies CA51NG (Head) i� UPPER HALL Q Q Q ® ® Q Q 8'-O" Batten Paneling to 40" Hgt UPPER FLOOR/, DECK/ R A I MBR HALL Q Q Q ® ® Q Q 8'-0,, Batten Paneling to 40" Hgt WINDOW SIZE t^� (VARIES) �q MBR ® _ Q Q Q 1010 Q 8'-0" Batten Paneling to 40" Hgt " WIC (His/Her) Q. �. 010 Q,. 8'-O" T °D PN� M BATH O Q. Q Q Q 0. ® 8'-0" Beadboard to 48" Hgt. BR 3 (j! STUDY Q ® ® ® "1 Q Vanes Batten Paneling to 40' Hgt. QBR 2 Q Q t Q Q Q 8'-pn -1 BATH 2 !� Q Q Q Q B Q Q 8'-O" Beadboard to 48" Hgt. ----- W00 5HING ESIL JJ'' BR 3 Q Q Q Q 8'-0" 30 FELT t� Q BATH 3 1® Q Q Q Q ®, Q Q Q 8'-o" Beadboard to 48" Hgt. I 1 BR 4 Q Q { Q Q Q V-0" 3/4" PLYWD. BATH 4 !® Q I Q Q o Q Q Q Q 8'-O" Beadboard to 48' Hgt. SUBFLOOR (NAIL t GLUE) BR 5 Q Q ® ® Q Varies TOP OF 2ND FL. BATH 5 !D Q Q Q 0 ® Q Q ® 8'-0" Beadboard to 48' Hgt. SUSFLOOR 5/S" WO D SHEATHING 2x6 TUD5, C./ !'-©" 6 (R DECKS Q Q Q ® L.C. COPPER SITTING ROOM — ® Q ® . ® ® 8`-O" Beadboard- Full Hgt. DRAWING TITLE: DECK Q Q ® Q SCHEDULE COPPER GUTTERS 5 I/2" F.G. BATTS t LEADERS DETAILS (SOUNDPROOFING) I/2" OfA. GALV. 0 OF IST FL. ` - BOLTS, 16" O.C. AL PL. BACK (2) 2x6 TOP WALL PL. n BAND CROWNCROWN � I - MOULDING ON } } O iy (3) 9 1/2" LVL HDR. (TYP.) Ix8 "AZEK"FRIEZE BO. (3) 9 i/r. ALL PORCHES LVL Hdr.ff S/4x4 CASING (TYPE• JOB: � ry ___-- `I 5/4x "AZEK" SING iv HURRICANE } { 1 I RENOVATION/ TOP OF ROUGH OPNG. CLIP, ALL «s M - FO "MARS R DIN" FRENCH RAFTERS ( { { } _t ADDITION ���� � �_ WINDows= 6'-Io v2" m } I } } � KELLY RESIDENCE ABOVE SUBFLOOR STRAP HEADER 2E HARBOR LJGHTS DRIVE _ TO 6x6 POST } } } } SOUTHOLD. NY 2 3/4" 3/ "j 5 l/2" 23 4" 2 3/�1" } { } ( TOWN OF SOUTHOLD <r 1 �t ' S/ � 6x6 Treated Post, } } } } SCTM# 1000-71-2-6 CROWN W I 1�l D O u,I - M D Encase m Square Tapered } { } } I_J HEAD t ! -T Y l WIN OW SIZE Precast Column, StrapT Hair Full Size i-( - WINDOW SILL - 3" = 1'-0" \ (VARIES) and Bottom (Tgp.) } } } } Hair Fui'.! Size _ ARCHITECT: L V O 5/8„ o } } } } FREDERICK R. WEBER GYP. BD. { { } } N 41 EAST MAPLE ROAD N " NY 11140 Joll } } l I T 52 NOYAC PATH WATER MILL. NY 1191L IST FLOOR TEL 431 ZGI ioe4 CA EXISTING I WOO SHINGLE ( } I } Note: in 3/4" PLYWD. Where Windrow Sips SUBFLOOR 30u FELT } } } } Occur Dire:ctig cn CIO - SEAL: Above Couinterto — SHEATHING Eliminate Casing a d - _ 5/8 PLYWOOD Extend Baccks lash to IN 2XIO F.J., 16" OC 2x6 TUDS, 16" O. ./ I I } { _ -. p ��" Underside o>f Sill - - 6" F G. BATTS (R I) BACK n „ 5/ WAINSCOTING } } } ( TOP OF IST FL. 1/8 I/ To of EXlstin TOP OF IST FL. ) WINDOW BAND F 9 , BLUESTONE SUBFLOOR _ 5/ Fin. FI. El. +12.9 SUB LOOK { { { } I/4 TERRACE SILL 3 i/2 CHAIR AIR RAIL 1 � { }. � } _ ,�r'`, t:s-: �� /•. Half Fulli Size Half Full Size - - - - - - - - - - - - - - - Y)I�A r - - - - - - CASING- TYP. i I "T 2x6 TREATED it L „- REINFORCED J - Half Full Size SILL P1. tt P. CONC. SLAB o o � Jo o Ito 2x6 TREATED SILL Pi. tt W/ HAUNCH it 2x4 s' BASE OF 5/8" COPPER TERMITE tt SLAB EDGES tt FLARE GYP. BD. SHIELD AND SILL SEALPIN it FOUNDABTION WALL STONE FACILONG NG STONE FACING a REV.: �Ul`1 lg, 2012. 3/ TYP. ON FOUND. WALL 1-1 Ix4 TRIM BO. n FILL n LONG ISLAND DATE: JUNE 4. 2012 FOR STRAPPING NOTES. 8 _ -� 8 GRADE lo° STONE FACING SEE DRWG. A9 SCALE : 3/40 - 1'-0' MPORCH (' 4" CONC. BL. 4" CONC. BL. JOB 140: 19201105 \ STONE PORCH TO FOOTING TO FOOTING C14r COVE LID 8" P. CONC. 3/4" = 1'-0" DRAWING NO. CRAWLSPACE FOUNDATION WALL CELLAR ON 20"x 10" CONT. P. CONC. I/2" !/8" I/8" I/ BATTEN FOOTING (TYP.) SHOE ``� 2" P. CONC. SLAB A I/4„ WIDTH AS REQUIRED i/4' PLYWOOD TYPICAL o C ]-STORY NI_ _ _ _ _ _ 64 WALL SECTION WALL SECTION ++ CASING WALL CAP 2 � iaq 8 BASE .4 BAF-1 = MULTIPLE UNITS 3/4" = 1'-0" 3/4" = I'-a' LL OF AIO Hair Full Size Half Full S+:re Hair Full Size Half Full Size I I i I 51MPSON 15TA - 20 GAGE �RiDGE STRAP - ALL ROOF RAFTERS 2 x 4 TIE e EACH RAFTER FREDEROCK Joint Description Nall Sizes Nap Spacing ®BERT ICE SHIELD UNDERLAYMENT WEBER - REQUIRED - 24" FROM EDGE ROOF FRAMING - HURRICANE CLIP Rafter to Top Plate(ToenaNed) 3-8d per rafter TYPICAL. Ceiling Joist to Top Plate(Toe-naked) 3-8d per joist ARCv�li UTECT Ceiling Joist to Parallel Rather(Foo"alled) 3-16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap HURRICANE CLIP USE Color Tie to Rafter(Fao&aailed) 2-8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2-8d each end Rim Board to Rafter(End-naffed) 2-16d each end - � WALL FRAMING Top Plate to Top Piste(Foos-nailed) 2.16d ' per foot Top Plates at Intersections(Face-palled) 4-16d joints-each"i SIMPSON H2 HURRICANE MST31 METAL STRAP Stud to Stud(Face-nailed) 2-18d 24"o c. CLIP NAILED. FROM PROVIDE 8d COMMON e ALL JACK POSTS Header to Header(Face-nailed) 16d 16"o.m along edges RAFTER TO STUD. - NAILS 9 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2-16d per 2x6 stud SHEATHING TO LAP TOP WALL PLATES 2-16d per 2x8 stud APA RATED PLYWOOD TO : Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking(Faces-nailer!) 2-16d ''2 per foot EXTEND TO TOP OF TOP wI PLATE. 4 - sd NAILS FLOOR FRAMING MST31 METAL STRAP _ _ TYPICAL 8 JACK POST Joist to$IN,Top Plate or Girder(Too-nailed) 4-8d per joist M JACK STUDS BrWft to Joist(To"afled) 2-8d each end Blocking to Joist 2-8d each end w/ 4 - 8d NAILS 848" O.C. _ EACH END - TYP. _ _ _ = SIMPSON MST21 Blocking to SiB orTop�Pl�(Toe-nailed) 3-16d each block (�(� (� 1 1/2" WIDE 12 GAGE Ledger Strip to Beam(Face-nailed) 3-16d each join L:.=1 MAXIMUM.ME AL TRAP $328 OC. Joist on Band Job dger ld(End-n 3-16d pBeam(To6qmW) 3-8d eer joist no olst FLOOR JOIST - Bend Joist to Slit or Top Plate(Toe-naked) 2-16d ' per foot DOUBLE TOP---� _ = ROOF SHEATHING PLATE PLYWOOD SHEATHING TO OVER LAP BOX HEADER U�L BEAM - TOP + BOTTOM Structural Panels 8d 4"o.m perimeter zome . 2 x d 814" O.C. - other 6"o.c.edges of STUDS 51MP50N MTSA IS-Z W/ (4) 8d NAILS TOP t panel,12"o.c.interior BOTTOM 9 32' O.C. of panel Diagonal Board Sheathing 1"x 6"or 1"x 8" 2.8d per support 1"x 10"or wider 3-8d per support CEILING SHEATHING n Gypsum Wdboard 5d 7"edge/10"field CJ SIMPSON MTSA 18-Z W/ /_(V 8d NAILS TOP t - WALL SHEATHING BOTTOM 8 ST O.C. = = Shx*nalPanels 8d (we table3.9)i r "n SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels (d) 8d NAILS TOP t - (4) 8d NAILS TOP t 7l16" 6d 3"edge/6"field BOTTOM 8 32" O.C. FLOOR JOIST = BOTTOM 8 32" O.C. 25/32" 8d 3"edge/W field NAIL SHEATHING TO SILL PLATE 8d NAILS 8 4" O.C. �•_-_ Fr= _�_�: TOP OF FOUNDATION Wallboard I, . .- ,, =- - - Gypsum Wa 5d 7"edge/10"w DRAWING TITLE: LAP BIL L PLATE) :•.> •-{�• �•:.•. (SHEATHING ��,: ��:: � ed_ ,� � Hardboarc! see tie .9 R ••>� ;:; to 3 2 REBA 5 - :i .;' � DETAILS - Pa 6d i C OD Particleboard s see 3.9 Panel table (2) 2 x 6 ILL PLATES ( :,y.; S TERMITE HIEL - 'f COPPERS D Diagonal;= in Q TREATED. Board Sheathing AC RATED. ( )/ ILL SEAL T P. .�.w S Y S a- r " r :4 ••r4' J N r=•. �•1' Vie' +4': r' 2- 1 x ed=��. 6 or 1 x 8 support _ p� n " n i�i• r 5/ x IA.B. _ - $ 6 2 O .3 C 3-Sd��\ tip••. .t:4, +t.. '4.',`• -••ti•n per support n " a W - �E FOUNDATION D G.S E w/ X. .v.:�cr• 2 x2 �/16 WAS HER. ;�; :: :r•. r t'T•i, tir: - i- '•k i• •"R DESIGN/REINFORCING :y�:: : `�: ••::�:' •:, '�•;,,:.. FOR I _ IP: R SHEATHING( D CAD (HOT ED L •':-: FL H A V. R G 0 •r. ,STAINLESS ISOLATE WASHER FROM Structural Panels .SILL PL W/ FELT STRIP ELEVATIELEVATION1"ortess I ed 6"edge/12"field SECTION greater than 1" 10d 6"edge/6"Held Diagonal Board Sheathing JOB: „� 1"x6"orl"x8" 2_8d per Support RENOVATION/ HOLDDON�� SHEAR CONNECTION CRITICAL PATH 1"x10"orwider � 3 8d persupport ADDITION KELLY RESIDENCE Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.It wall sheathing is nailed - - - —' W on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 25 HARBOR LIGHTS DRIVE be doubled,or alternate connectors,such as shear plates,shall be used to maintain the bad path. SOUTHOLD. NY 2When all sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD i i I Per foot SCTMS 1000-11-2-4 I ❑ O Li U r c k I U p p r D e c ARCHITECT: \ Shed FREDERICK R. WEEDER 41 EAST MAPLE ROAD - GREENLAWN, NY 11140 TH Reverse r Reverse DESIGN CRITERIA: WATER MIILL, NY 11911. ab ab r _ _ _ I L _ _ _ _,. _ _ I � GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 '154-5555 PROVIDE d COMM NAILS 8 4" O.C. " FIRST LEVEL - 40 PSF. L.L. FROST LiNE DEPTH - 34" FAX 431 241-1084 11/4 x 20 GA. GALV. STRAP I I/4 x 20 GA. GALV. STRAP AT ALL HI R SURE ZONES Ridge I w/ 5-8d COMMON NIAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY NOTE: HIGH P SURE ZONES ARE ALL AREAS Ridge I EACH END $14" O.C. EACH END 014" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: 4'-O" FROM A RIDGE, HIP OR GABLE END g - -j WIND SPEED - 120 MPH 11/4" x 20 GA. GALV. STRAP " ICE SHIELD UNDERLAYMENT REQUIRED - YES� i d g� I I/4 x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ;,,•:_ ,';.;• ' - ,. '� �,.• w/ 5-8d COMMON NAILS TO w/ 5-8d COMMON NAILS IN FDN. sl6" O.C. EACH END s14" O.C. ' "'• �, 1 ^ 1 DESIGN CRITERIA: \ / \ DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. Q} Shed _ Cj/ 73 - 1 Dormer 2'-0" MAX. , . � i I � I WINDOWS - GLAZED OPENING REV.: TLtL! `1 on- 2 - 8d COMMON 2'-0" MAX. I Shed NAILS TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE DATE: MAY�f: 2012 r p) I Shed �/ r S SCALE Imo, G�/' rSG PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1994 AND OF ASTM E 1884 REFERENCED THEREIN, IN LIEU OF IMPACT JOB NO: w201105 C able Gable I RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/14" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS. 14" OC DRAWING NO. . - ROOF PLAN •Q� .. . FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' ❑ tN.T.S.) GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD. 0 CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR o (:Oi'VIPONENT AND CLADDING PRESSURE ZONES i OF Al0 I I it • FRAMING NOT S (THIS L�V�L): FRAMING NOT(_S. " I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RELIEVE 5-IOD NAILS AT SILL NOTE: EXISTING 2ND FLOOR STRUCTURE 13 FRAMED WITH 2x12 F.J. VERIFY HEIGHTS OF AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SPECIFIED If 1/4" LVL F.JS FOR THIS FLOOR ALIGN W/ EXISTING 2ATS. i R` DEROC!K 2. ALL SHEATHING TO BE ,a1PA RATED, EXPOSURE f, 5/8" MIN. THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 80 s 4" O.C. EXTERIOR EDGES AND LD sa 12" O.C. INTERMEDIATE. TYPICAL "LVL'S" ON THIS FLOOR FRAMING PLAN ARE 1 3/4" x 11 1/4" MICROLAMS. ®BE r�"Q• S. ALL SBSEOOONN T© BE_ APA R. GLUE AND -I-FLNAIL OOR, WOOD S5URE 1.00 R ""O FLOOR THICKNESS. OR APPROVED EQUAL.ALL EDGES OF PLYWOOD 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "51MP50N" TYPICAL MINIMUM HEADER 12) 2x10 " ESE 4. ALL HEADERS V-On AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. T-0" AND OVER WiTH TRIPLE UPRIGHTS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" 7Ji SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, ALL HEADERS 5HAILL BE: A MINIMUM OF 2-2xIO IN 4" WALL t 3-2x10 IN V WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS S. SOLID BLOCKING SHIALL 13E PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 $'-0" O.C. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AIT A MINIMUM. A SINGLE 13/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PROVIDE 2u SPACE: FOR AIR CIRCULATION IN ROOFS. PERIMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. QRCHOTECT 6. DOUBLE FRAMING AROUND OPENINGS (Skgtights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 1. DOUBLE: UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. I I 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR: BEAMS. SPACING NOT TO EXCEED 8'. 1 I 1 A B C A8 j { A8 A8 A8 I I 6x6 Pressure Treated I I Post, Encase in "Azek" Tapered Square Column { Enclosure (Anchor Bolt to Pound.. Strap to Hdr. I { TypJ ( I — I I ------------- ------------- ——————————————— ---------------------------------------------- I (3) /2" L 3) q 1/2" LVL (34) 9 1/2" LVL / (I) 5/8" Steel 1_ I I (3) 9 1/2" LVL w/ -1) 5/8" Steel Ii? Fi I -- ----------- -- -----++------------, I 1 (3) 9 1/2" LVL (3) 9 1/2" VL + 1 r is ,_�_L---------------- ------------- 1-- , — ----------- ------------------- ----------- I i11111 > u i -------------- -------------+ i--�� .f I II r � r t I+II(I J k � -� 1 1 ♦ ♦ I I a 1 1 I I I j Il ll(I `4 , 1 • • V I I tJ _tt 1 I I I V 1 l i,II,I - 4 ii 1 1 `♦ u O I I O O { i [ nc) r �� o X Lrne of Ba Above o� SCREEN P;QRCH ; ; 'L �, t -� . IoC o0 11 _O 1 II II II ^ U I I _- 1 I \ 1 1 I I x o a) ♦` m { 10:LT 1 1 X I I x - 1 1 I I N III t I t fA ` M:S i i CV t 1 ♦ Post R i----- rn a ? ,� ( Above �: I ----- -----�= ' 1 -r- ----------Line-of 2n,dl Floor-------11---� �+ ----------- +'•- 1 I ----------- I IDi i x - ---------- ------ - ----- --'------- X .�..-.T .�..� .�. 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Y-------- --------------- K r� �, r----- -------- 1 ti-- ' ' ' 1 » i i i i t ltt v 1� , 1 1 I f---------- I I I LJ 2) °! 12"ILVL (2) 9 I/2" LVL 111 t I P, isting �X12 FJ. l6 oc; , CIA Ip (I �+ ► t f t :t I I I 1 \ 11 11� t xi. 11l � t I ............."......I I ( ! 1 t-e ^ - ___� �� �YJ� I I I J ^ II 11 II I I ��+ Ill - O 11 I I ' III 11 ___ - JOB: ............................. ..1.......-.................l.l...........�.�. X r I I I , � Ill 1'!tl•- 11 1 11 I I ill x I I - \ ii' c--,�---� -� -__`~ '(�II�} tU I y 11l,� > If tU t IIII �,----,�, Q Ql�i' r,I iI , > i I RENOVATION/ I + 1 I 11 a t31+ Ili qp I I•t I _Z 1_J-•-- , r li o - o "1 PA It (ADD ITION i I I I I Ii 1 O;Z `J — �t�Q u { BELLY RESIDENCE + I II I II l _ 11 + I + ) I I { + 1 1 x1 Ill IIII Existing 1 = I - - II I { i i i i U W I II v i i.!(3) 2x12 (Flush) _ --- '_`�______-_ -___-____--__ _ _-_ ------, L t---- -------- --- lip t^o I=� 215 HARBOR LIGHTS DRIVE J.J. ----- J - -__--- - -� �.-�_. .r- I rr-__-__ - ---------- ------ 1Y '- 1 » L I I -- t� �' 1 v SOUTHOLO NY _ ____ __a t__ Existing (3) 2xl2 w/ f2) 3/8 I1 Steel I I 1!� all >` 1 1 „ 1 { I I 1 -- -r-- I I b >r N 1 I ------------TT-----, I I 1 , , + I t- (3)I I�xd I I (3) 2x6 .� l ' I (3) 2x4 -� I I �1�� Z 11 " TOWN OF SOUTHOLD I i i 'r L1V NG ROOM i i i i i I __-- —_ -L Post I > STORAGE I , i ,lt, I SCTM# 1000-11-2-L J { Post I I fill I} I r „ I l , I i I• Pos i -- ------ 1 ' ---- �-u-_--, New W 1--- - Beam --u- ------ n'--- - Exrstsn' i(3) 2xl�_w/ (2) 3/a'lx If" jgteel -•° t I --------- ---� T _ 1 I l New 3 / - - — I ARCHITECT: _`___ -- -- - ° ' - I 1 (Remove Built-up Beam Above) ,u ew 3 1/ t 1 . ..................... ...... (I ��. _ Add (I); ILVL w/ (1) 3/4"Al"1 Pteel ; �� i ---- 1 - I Steel Pi -� -� +It teel Pipe - - rrIt - f p r e i g a o e I Beams (T ) � ' ' I1 11 I— i i 1 I ' (I QL ---- olumn ______________________________________ r r{ r_-•-_ _ H --------------------------------------3�1 I r--- Column n GARAGE N ;ll 1 I FREDERiCK R. WEBER it + + i 1 y =---- I II --- ;--r�- -- �' I x x IIII I 41 EAST MAPLE ROAD I tom. I i I I 1 1 � 1 I I ` , ---- __r�_.__ 4 � Ili J I^ 1 i 1• t__-- , 1 + + + ' O = ' Cut Back on Existing 2x12 FJ, 16 oc tv - -Y�i•ifg Directtoo loaf ,� _ N > ttl�, I f GREENLAWN, NY 11140 • _ x 1 i i --- / - vt - �--- I U Ill m � It i o I• I t �, 1 ► , r r I (• \ F----- IM Existing 2x12 FJ, 16,� m t- % l-O ,,, ---------------}3 --s 1•f-rr-- i 52 NOYAC PATH - - ---------------- ------------J 11 I l 1 WATER MIL Y 1191L l a !----- ilia X lx Ii�Q i I �___ W L II Z I I DEN 4-} .� 1ttj- w tl l q I I l 1 + ! " I I I I^ r----- ----- I I t = 16 06 1 I t �+ ! 1 1 1•tco FO ER 1 I X , , X t n, I 1 TEL L31 154-5555 r 1I.1 I w M �t Illtu I I I �stin 2x12 FJ, 16 oc tl- = r---- ---- i ; r---- - _ _ ` a ►ti� 1 w � � �� J `11 r FAX L31 2LI 1084 - 3 - I ) I KEY • -----------------------------------1-'----- � I to 11M C � 11 I� I L-------- I I Z a � `T?- � + � � / -I1�1 I•I 14t --� I I I _ z ll " Ill t SEAL: + I I I i t - l I I1 I I I I ' ------- -----Jill I - "'`•... Ln -• I 1 i•i ► + tVi 1t ---- -L' —�— — 1- 1r - \ 1 ,Itt---- -1 r------ 1 1 Existing Wall L + ILJ : 1 1 1_J I --- ----J L------ -----_�J n I , I t t New (B) 'tl 1/4" LVL ' ' yft- ---- I i -1 - I&xisting (2) 2x12 w/-5/8"x-II" Steel f�-- It---t I I New Wall r 1 , LVL (Under tlfa{I Above) i � I o k, r-, / New (2) II 114" LVL (Under Wall Above) �� t r Jam___---------_ _ I 2n ________-__ , _ _ _____ ___ all _= _===1=-=-_____'-=_ --------------- ----------------------------------- -----'+ ---------- Removed - rs _ f2) 9 1/ LVL 1 Existing W t t 1 2x10 i i i — - - a -- I I �c �.• f,. - -, 1 , 11 RR t t I I 1aL I RR - `• iP \-_.- ter... a1CJ j i i i 16"oc (2) I V4 LVL I6"oc _ I 1 { I I 11.------------J l_______ ________I 1.____________J I X I t ! - j ci - 1 L (2) 9 1/2" LVL (2) 9 1/2" LVL t t2> °! 1/2" LVL l2) 9 I/2" LVL v \ ----------------------------------i Line of Overhang I New l2) 9 I/2" LVL I Misc. JULY 19, 2012 I �---------- L-�4x4REV.: Post, Encase in Tapered p i DATE: DUNE 4, 2012 A "Azek" Trim C - 1/4 I -O A8 I SCALE a • A8 A8 I JOB NO: w201105 { DRAWING NO. 2ND FLOOR FRAMING 117% B ( iST FLOOR PLAN ) N° As -011 OF 53 i FRAMING NOTES: FRAMING NOTES (THIS LEVEL): 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED►. O I�oK OBER� 2. ALL SHEATHING TO BE AI°A RATED. EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. TYPICAL "LVL'S" ON THIS FLOOR FRAMING PLAN ARE 1 3/4" x 11 '1/8" MICROLAMS. R 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4' MIN, THICKNESS. ALL EDGES OF PLYWOOD 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE: AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" TYPICAL MINIMUM HEADER (2) 2xIO ���� TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVED EQUAL. I 3R 4. ALL HEADERS C-On AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. 9'-0" AND OVER WITH TRIPLE UPRIGHTS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" T'JI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, STRUCTURE SHOWN ON THIS PLAN IS PREDOMINANTLY 3RD FLOOR FJ AND 2ND FLOOR CJ ALL HEADERS SHALL BE A MINIMUM OF 2-2A0 1N 4" WALL_ E 3-2XIO IN d" WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS (INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS (MAJORITY OF RAFTERS ARE SHOWN ON 3RD FLOOR PLAN) S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS A7 A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. ARCHO ECT 6. DOUBLE FRAMING AROUND OPENINGS (Skglights. Stabs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVIE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 24" O.C. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8', FA B C FD A8 A8 A8 A8 I U I •F• ........................................................ .................................... ..................................... ...................................... .............................................................. ............................................................ .... mil...... ..................................... ..................................... .{: .. ...... ...... .. fir../ DECK nnn --- ------ - - --------- --------------------------- --------------------- (2) II 't/8" LVL (UPSET) —._..— .0 •— —•—•— I CIP ;g ' Screen o Screen ;g n �. o°GCU N I Icy z nc-�• --------- -------------- --------------------------- occr L_ f3) U 'i/8" LVL w/:(2) 5/8" x1l" I. R ) I rI/8" LVL w/ t2)_5/8"-xll" St[. f t2) 9 I/2" LV cre n (2) 9 1/2" LVL (2) 9 I/2" LVL --__ in I (4) 2xG In (4) 2xG $ cy $ I nl I I (3) 2x6 (3) 2)d 1 t �- �' a Post Post Post illl t t r- . Post , �., 1 � � 1 � rri �,tfU t I I t ,fill i 1 z I II 1 IIIII 1 ull 1''; iy or-�' ry I i t II f �tIl1 i i i r r ------, 1 !fill q.-----, t3) Il /8rl }Vl_ r� -- - _jj,�� u fill! I 1 a I > 'I I I BATH 21 ------ I I --- -- —•1—•—•— --� 'f_' I � ' ^• I I fill, I , I I ---- ----�--� a llli t� ` '� ~-- c+r I � ' I i Illl i i I 1 i - .-�, + + N t M. A�;M .-. � �---�I� I BATH � , ' � � _---_-��� I � � ; ; BR 3 � j 1 ' Out6 of 3rd N O ---cf} I i1111 1 o . _j 1111 Floor Walls Above- i l i _ r u- -Will _ I I I I I cv t }iHII }�Ilh �' I I 1 r ------a I --- -------� 1 t .9 �Illli u �tn }CIDi111' . o ;I , -i - I ' 'llll ? O 1 U U r-Illl; t 1BR ^y I — — 1 r--- ------ -- B _� r-j�h O 1 1-------- I--- Ridge 1 t 0 =1f1f`'--------, '� :Y--F, .7 .•I Ir � '_'� I E f4 Ihf R 2 ____�� II O I I I I I CL. -j •_-.-_.—. .�.. 1 OD - I L '1 I it �l I �'I rf'' f--r --- Hi X I I I I---- X X III------- T 1, EL lL : N I I I I I I I U I - 1 ' N N ^tl1 3 'I I 7I if , - 1 �I it I N ---- - - ----- I -------- I I�_� -` IAI ' -� I ' > > :I I \ I 1(11 1 Cl L I I I 1 -------- Ridge I y t11 } ,I I _j 'I F---- 1— , >1. 11 , Z I11 Z " s I I I I I I X I a•) fit —i I ' I I I JI 11 1 tIf Z ur III I I _-�- g N 1 N 2 Z - ,II - '� I - I 'I11 I zlit I X N Ill Op , 1 pp I — 1 - 1.II I ILL I I I I 3 I w 1 �1 __ °' I i DRAWING TITLE.- \ � :I I I 11 I I•• 1 I Z It1 r , 1 :I I I I t 1 Z , — j �) — 2" LVL III I i i I 3RD FLOOR/ Cn 1 ' Qj - VI r--^--, t I l t Z v l l Z .I 1 J I 1 III -• I + I ; CL. 1INENI I L. 1 I ROOF FRAMING 4 1 ttl " ZI ' 1/2" �_ ,., (2ND FLOOR) t (2) 9 LVL n' (2} 9 I/2 LVL t ----------_--- 1 \ t u (2) 9 1/2' LVL (Flush)- ' i 1 f I New Bear+n Wall ' 2ND FLO R HALL; -, \ --- I---- ---II t I �t1 — 1 II ; ------- ----- 1 U t N Q ;/N t� C..J. !6" oc cv���/ t NPu>,2x10 C.J.. t6'oc t t H LL I I I`_. t o i fi -� t t + t `♦ �I' I I i i �� 1 \� j NO . -! 1 i i N Im I \� � -1 t 1 JOB: ' W.I.C. ul W. .C. u2 �� i i I ; �� ' �� ► ! i"' I �� > t 1 _ ( � , RENOVATION/ 1 ' ' ----- ---- , I ► ( t 1 ADDITION DLY RESIDENCE `+�1/�' II---- L ENV 1 `\ \ I 1 1 + I I 1 ----- \ �0 f a v tr- i (4) 1/2" 1.,VL (Flush)I i I Existing B arin Wall I I l3) H l/8 LVL (Upset w/ CJ) r { . ) ..... .—= ^ 1 t 215 HARBOR LIGHTS DRIVE (Cµamfer Ends to Fit w/ RR) 1 1 SOUTHOLD. NY -21 i I TOWN OF SOUTHOLD ------ Lf -----tl--- ----- --------- \� ; ; ;;; I f j \j ; O "- I I c _-_ --- -__--QL i Remove Existing-Wall--------------- I i SCTM# 1000-"11-2-L Ir� (2) 9 V2 LVL 3\1 �i1 I/2" LVL n�---- I I i !' { I + X O 1 - - -- - -=L=---=----------------------------- ---'__+ s .— — I 1 1 1 \ - i �' I t2) 19 1/2" LVL (Flush) 1 1 t ARCHITECT: Bearing W It (Existing t (New Kaft�r Bearing)1 < :Q a�__-- ' ' t j t 1 \ 1I Z BATH 4 0 1 BR I t I I ^ t I ' ^ a�__-- ' ' I BR 5 i i \\ �� B TH ?; - , I o i �- i FREDERICK R. WEBER 1 �' \\ � I U III _ _ , , t I 1 \ �,I t 1 41 EAST MAPLE ROAD r- - \ I 1 t --i . O " „ t I t t I New 2 0 C.J., 16"oc GREENLAWN. NY Il"140 1 I a I ---- I I t \— �� 1 ' i w } t ; ITH t " 1,� \-' ' X it i____ I New 2x8 I CT, 16"oc I Y I ��\ ' I N WATER MILL NY 119"1L I t I New 2x8 ICT, 16 oc I W I N „I I I Iva I MI I I I I I j fL I t t1) nI Chi n y0 N, z H L-- - --- I m1 I { Q, t \ I I ' I I I TEL 1,31 154-5555 u I 031 r a- pI �' •---- I---��------- 1 =-- ------f, - ----- -------t- v t FAX 631 241-1084 = --- ---- y - vt--------- _-_J_� I STUDY N I�\ �'�------ �_, --- I---v+-------�j---------i U --�------ \ 0 1 � 1 New 2xl0�� CT, Voc IV i KEY I43 t - t UI tYt tU I UI I t I r--- ------- -- --1, —�,' X I+------- �a 1 -------� SEAL: Pitch I�Ceiling 12'-O"�t Pitch—� I: (Pitch -*—Ceiling 12'-0"-�j Pitch I 1 Kn o { ______ -------- ExistingWall t { t # \ -- (2) 9 I%2" LVL _- { 1 1 t t t>Jc ! -- t k 1 1 I 1 I o 1 // � I I 1 t 10 w a I � � 1 : �--�""� New Wall �:- � t`t I 1 I _� 1 " 1 t Ix ............................................................................................................................... R W. ........-.................... r _ l (2) 9 l42" LVL t { // I ,{ w vi 1 t (2> 9 l 2 LVL t .... .. , �•; Existing Wall Ar— I 1 1 1 Removed 'i I x : x L-----------------L----------------J ..................... L-----------------L-----'-----------J+� i ..................................................................................................................... ..................................................................................................................... X W .•:•.. •..•• � Misc. JULY 19. 20i2 REV.: A C D DATE: JUNE 4. 2012 A8 A8 A8 SCALE : 1/4' = I'-O' JOB NO: w20HOS I DRAWING NO. 3RD FLOOR / ROOF FRAMING ( 2ND FLOOR PLAN ) N°�K� A8 (r—O u OF 53 I I FRAMING NOTES: � 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. ���®����� 2. ALL SHEATHING TO BE APA RATED. EXPOSURE 1, 5/8" MIN. THICKNE55 OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE, 3. ALL SUBFLOORING TO BE: APA RATED 5TURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" [COI ERT TO BE SET ON SOLID B,1'OCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. OR APPROVED EQUAL. WEBER R 4. ALL HEADERS V-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH TRIPLE UPRIGHTS. 12, ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST' 7JI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, ALL HEADERS SHALL BE: A MINIMUM OF 2-2x10 IN 4" WALL t 3-2x10 IN V WALL OR AS SHOWN ON DRAWINGS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 5. 50LID BLOCKING SHALL 13E PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. SHALL BE: REQUIRED AT ALL LOAD AND BEARING POINTS A-T A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. j p���a�,���, 6. DOUBLE FRAMING AROUND OPENINGS (Skylights. Stairs, etc.) OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ® 24" O.C. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14, PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 8. ALL. FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON' OR APPROVED EQUAL. 15, BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8. I A B C D Fol 8 A8 FIA8 A8 I I r------------------------------------------------------------------------------------------------^ Line of Porch Below Line of Porch Below Deck Below U 1A .------- ------------- „ ----------------- ----� Deck Below ' Roof � Roof Roof ' no i t \ ' r-i-- - -------------------- ------ --------- --------- /----- -------------; - ------------ ------------- -------- --2nd Floor Wall ------ u-I - --�-- -- 1 IF— ;Z3>T TT2"-LVL-1-dr. -1 DECK I - Z3)-T T/2'�TIVE Hdr.,-- i Roof- I I t t --- Line of Overhang---------------- r ! ►� `' ; o i t I Gable Dormer Gabld Dormer ► ,I v t I I (3) 1 1/2" LVL Hdr. - I , + r I —'—' (2) RR Shed Dormer + (3) 2x6 - 1 - I V t Post '✓I I 1 o x I j New 2x10 New 2x10 u t' New 2x10 New 2xl0 W I - ;1�r QC QC N OC 1 W N I t >Y r ---------- ---------------- ►I t _ I I I tY I QL ; 1 L � -'� -��•t R. l6'oc � RR. l6'oc/ U(I RR, f6 a -� _ � ,.,! �I xr O I� C'+ --------------- --------- -- ! O + ! t tY SITTING ROOM I I 7I / X I , l2) RR t �,. . ! 1— tY 1 I p� �y i I z i O `�' i (i) 11 1/ LVL Ridge r a- ............... . .............. L _ a I cx � � � v , cv O � � a�i i I i a i I a- I Z \� x Z — ! i e> •�� G 1 \�� / 1 ;i j z End 1/8" LVL Rrd9e i Wall F r "\\ �f (3) 2x6 " (3) 2x \\ / ryi i �= �; i DRAWING TITLE: r t-- (2);111 1/8 LVL—/Ridge— Post (2) 11 1/8 LVL Ridge Post (2 : 1/8 LVL ! Ridge I-1 I tY I ! f U ' o0 I End ATTIC ``� O t Roos FRAMING ! x O x Wall x I , x f IV ��, N ; I (3RD FLOOR) z ATTIC �i o �' ' I =4 z i I 03 I � Z OC� — -_ -- - i I M Wall Below _ t o cn; ch; =o -9. - ----------- -- - - -- - ----- ! o ,-; i 2x10.. .. O --.--------- ------- - ——————— ——————— -- -- I Kee Wall ; p Knee Wa I I: - t I '1 n End � � - - - �= ?{� tY ;i ...... .... a ............ . .�,. ........ cv. Wall r 1 1 I r N lY OC '1 Z ,�+ I I I L,9hed!o,rm*,er I ! Q LO ,I �D. Z �o New 2x10I, JOH: ' � yc'� RR, 16"oc I� i "' RNOYATtON/ N $`� :2?'..�.. . .2xlo...EA. i2x)C ..1E...... :� ...... .�. .2xlO..�...... { � t . I I ! ADDITION v p KELLY RESIDENCE . ....... . .........a., • z ,, ,I. ; ' X --- ----- New (3) II-1/8_LVL (Upset w/-C. -! New 2x10 IQ, on T of C.J. ..I 'Z o I Kne Wall :t:t -- Knee Wall-_--_-__ ---- -- �. °P............. .:. ---_---________________ ______________=-=�________=====1=� t ,y+• :o I -- — L — — —— — I I I I 215 HARBOR LIGHTS DRIVE I End New 2x10 RR, 16 oc New 2x10 New 2xI0 ' I' . I I I (3) I/2° LVL Hdr. I I I New 2x10 New 2xic. yl z I ! SOUTHOLD, NY IV �-I I ______ ________-, I I I Wall Ist Floor—� c I RR, 16"oc RR, f6"oc i;t ' I i�` I I.: RR, 16"oc RR, 16"oc i I Garage Wall �,� I I ! TOWN OP 90UTHOLD Below New 2x10 RR, I oc „ t I� I Bearing Wall I I:• a - i I:I a = o l o �� O RR 1 _j------------ SCTMsc 1000—'TI-2—L g}, _*------ -- ------------ ———————— 00 ARCHITECT: v I O Z I u �! I:1 QC I QC p� ;'ryk I I I I x r I I I End t cat ?� 1 , ° o t I —� tY I t— I I — I I I I Wall I ^ L ! i I � —' i i I c+i • ; New 2x10 RR. I6"oc ^— New 2x101 RR, 16'oc ,i I I I 4REASTI MAPLEWROAD O I O " ": 1 I I " " i1 x I x °' GREENLAWN. NY II't40 New 2x10 RR, 16 oc New 2xi0 RR, 16 oc ! J I I New 2x10 RR, ib oc New 2xI0 RR, I6 oc'= n I N I I I UI I I _ I a- ,�:� � •�•Z v i v New 2xi01 RR, 16"�c; � 52 NOYAC PATH 1 1 rn z 1 z xc c I I I a l I I t WATER MILL, NY 1191L I I I I v , x I I o I II I II t n`- �: - -�---- Roof-- i end Floor Wall- i I i i i TEL 631 154-5555 t o I I I I Z I ► OD _ ------------- -c------- I I u l I I t FAX L31 261-1084 r fF I I Shed Roof ¢ ► I I —, I I I I I I O ---------- T) _ ► I —x - New 2xl ERR, 16"oc_ __ Ne_w_2xID I RR, 16"gc l KEY ----- Irt---� cv u ;L--_---------- _J L---- ----1------ SEAL: tpL I I v I ------------ I III —Wall ---- - --e-- I E>asting Wall r I I I III III! ► I — 10 I I I II 1 III! a I I •• � RIM End !x I I z 14 I I !I! z Roof I I d o Ist•Floor.wait n-- • Wallw - 1st Floor Wall i n New Wall Roof m I 11 I III I III I I ..........F ............... k ............. J I t m 11 I I, ► I I t 2nd Floor Wall I I r — — ------------------------------- - ---------- R \' ! m L -- — _ -----='—[I t I Ili------ —____ `" • f ---------- Existing Wall ! 1 1- m: I Removed ` I i I t 1 I I w : -----------------------------------IL- ---J 1 --------------------Ist Floor Wall ---.- t J„ _J i I M�sc. DULY t9, 2012 REV.: A C D DATE: DUNE 4. 2012 A8 A8 A8 SCALE : 1/4' = I'—O' JOB NO: w201105 DRAWING NO. ROOF FRAMING �, � B ( 3RD FLOOR PLAN )_ N°¢� A8 /�rr T �r-Orr OF 53 I I ELECTRICAL SYMBOLS FREDERO CK SYMBOL DESCRIPTION ROBER T ELECTRICAL DOTES: ELECTRICAL FIXTURES: 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" (Slide Control), WHITE. I- CHANDELIERS (DINING. FOYER, ETC.) 0CsFt DUP.REC.-GROUND FAULT Q�����„��.�. 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 2- KIITCHEN PENDANT ® DUP.REC.-FLOOR 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 3- BATHROOM WALL SCONCES 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE 4- SURFACE MOUNTED PORCH CEILING FIXTURES DUP.REC.-(I)SWITCH OPER. DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. 5- ALLL DECORATIVE EXTERIOR FIXTURES SPECIAL OUTLET 6- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. 6- PATH AND POST LIGHTS (12OV, Line Voltage) 1- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. 1- PADDLE FANS (To be Mounted on Bracket Spanning ,Joists) I I I ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: ' O SURFACE MTD.-CLG. I- AL'•L PORCELAIN FIXTURES I I OF, SURFACE MTD.-CLG, (Porcelain) 2- AILL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO") 6.0. HOUSING t TRIM (White) i I -� RECESSED-CLG. 3- AILL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4- UN40ERCABINET KITCHEN FIXTURES. I I 1-0 WALL MOUNTED (SCONCE) I I C39 DUPLEX FLOOD I I 04 RECESSED- DIRECTIONAL I I 0 SHOWER LIGHT (Wet Location) I C� UNDERCAB. FIXTURE I ® ® DOORBELL/CHIME --- ----------------------------------------- ------ -------------------- ---------------------------------------- --------------------- -----=-- ------------------ ---- �=-�- _fl---------- I EXHAUST FAN tt I; EIH EXHAUST FAN w/ HEATER tt n + 1 PADDLE FAN 1 1 Ru It _ i CRE EN PPRC ' ' no.0 ��� ; � PADDLE FAN / LIGHT' o O 0/1 t i ' �• 1 1 - ---- -------------------------------(7ry�-�-----------�---------------- ------------- - ----- ------- ------------ ------ ----- ------------ - ---- ------- -- ----------- ---- ------- -- I � ATTIC FAN SP SP I tsP SPEAKER Hose 3 ► 1 Bib 3 p TELEPHONE 60" - _ t , 1 0 CABLE VISION 1 tut r� 1 I fill, OwP ---�0 _ �wP aP � � © COMPUTER (Cable t Phone) Init SP _ I LIGHT W/ HEAT/FAN/NIGHT LIGHT tiiit SP 0 J trl GF ;_-; I Q THERMOSTAT (� Cult AF --- --- t4 ttlll D LSink W D I FAN/LIGHT t111�----------------------- ------------------- ------ --------- - "' Iu14------------- - --- ---- - I Q SMOKE DETECTOR Itlll t u OCO 130 CSP I1ilt Oco CARBON MONOXIDE DETECTOR DINING RO M t111t �� Q LAUNDRY I ttllt SWITCH Itulo „' M DROOM I $3 SWITCH 3-WAY 3 ... It 00 TS U�, . - SWITCH 4-WAY ----------- ----- -------------------------- ------ � � Hose - ----------- -- ------- --- - - - i i ------ Bib 4 D SWITCH W/ DIMMER II F i i ii Boller ' ,{' ��� 0 n — — — - — — — _ t 4- _ I $w DRAWING TITLE: -1 — -1 �- ME0H SWITCH WATERPROOF 60" - - -- — ' JS JAMB SWITCH r- , r- v �---� L ------' AFF 'B' BA H l ELECTRICAL �- + - - --�- H ( K KEYPAD `IY:.i II Ref. t DW t 1 r , 1 , j IST FLOOR t t 1 1 .1 ! t id 9 --------------�-- t t , , ------------------ - I : -------- ----__-----.-----.------_-------------__---_-- --- -. I 1 I t 1 1 --- I , i i i i 4att4k r°� -r F ooali 11 1 t t GFt nl I t t I I KITCHEN II I .1 l l 1 1 1 li .................................:. ...... . .........i. ............... ............�.�......... ......Fitt �t t I t t D CookTo LL To Crawl tl AC 5 1 I r l $ p + o Space II I i I t ` ill ' •r ------------- E a ; tf (�--- - - - ----- --__., tt 0 `II'GI -- GFI ?��I I ADDITION RENOVATION/ PA R F DAC 44 KELLY RESIDENCE 1 r + tl 111 D 3 = --------- - --------------------- II I ==_____ __ a -- - -- ________ -- -------- D 25 HARBOR LGHTS DRIVE 3 Garage Electrical tl SOUTHOLM NY STORAGE to Remain If I TOWN OF SOUTHOLD r It 11 r ------------------------------ 0 I ,L _ -- --- -- -�-'--- AFF ' - - ------ -------- --------------- -------tl =�t SP .—.—._..._.—.`._..—.—.—.—.—._.—.—.--;.-..�.�._ SCTM� 1000-11-2-6 - ' - .................. ...... 'F r ' FF ARCHITECT: 1 To 2nd It Iiii ii I oor ------------------------------ ---------- tt r i i i i i i - -- GARAGE 11 AC #2 I ---------------------------- --------- t , It t tl I 41 EASTI MAPLE ROAD r 1 { 11 1 ii GREENLAWN, NY 11140 1 _ ---------- � � ---- ----- ----- � -- --------� 60,E -------------------------- -, AFF i _ii t 52 NOYAC PATH "_----- --- - r ____ ----- _.._-_ -- _- __-____-� 1 $ I = DEN I tl r WATER MILL. NY 1191E 3 •1 FOYER G t It r AC1 I SP , t I TEL 631 154-5555 It ---------------------------- ---------- I tl t FAX 631 261-1084 ------------------------------ ----------- I if 11 ! I ................. 1 ...... 1 6.. 1 , .......I.III II 1 .. ........�.i . .......... ...............�.�.......... � I•I I ` i ii i I SEAL•.. � -, ,�'`�, t 1 ' , 1 ' 1 POWDER t tl I ( •°✓'";,;-'_:_�-�.• ------------ ------------------° L Hose = 11 I 4 HoseBib I ;. Bib <' --------------- ' '0- I lY `Mr I �•'�`^« i v w. . f F0 PLUMBING NOTES: � I Msc. J LY 19. 2012 I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. REV.: if 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO IPREVdNT SWEATING. DATE: JUNE 4, 2012 A F F L I A N C E CJ' : 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUID LEVELS. 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. SCALE : 1/4' - 1'-0" OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR 6- ALL SINKS ARE TO BE UNDERMOUNT . I- EXISTING COOKTOP, (6) BURNER PROPANE 1- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ JOB NO: v201105 2- EXISTING MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE IRRIGATION CONTRACTOR, 3- EXISTING WALL OVEN: 30" SINGLE ELECTRIC WALL OVEN, 30 AMP CIRCUIT 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR POOL HEATER, RANGE, GRILL, AND GENERATOR. 4- EXISTING REFRIGERATOR- 48", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 9- PLUMBER TO RUN AND CONNECT OIL FILL t VENT PIPING FOR BOILER. DRAWING NO. 5- DISH WASHER (Qty. 2): 6-• WINE COOLER: 24' WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE 1- KITCHEN HOOD: EXTERNAL BLOWER, 900 CFM ELECTRICAL 8- EXISTING WASHER: -\\A 9- EXISTING DRYER: ELECTRIC DRYER FIRST FLOOR PLAN NO� OF E3 I I I ELECTRICAL SYMBOLS FREIDEROCK SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE VEBER 0 111.10. OUP.REC.-WATERPROOF GFI DUP.REC.-GROUND FAULT i [ ] QR DUP.REC.-FLOOR �°r�t���Q°� DUP.REC.-(l)SWITCH OPER. Cp SPECIAL OUTLET O SURFACE MTD.-CLG. OP SURFACE MTD.-CLG. (Porcelain) -4�- RECESSED-CLG. �0 WALL MOUNTED (SCONCE) (39 DUPLEX FLOOD 04 RECESSED- DIRECTIONAL. ® SHOWER LIGHT (Wet Location) G�— UNDERCAB. FIXTURE ® DOORBELL/CHIME U .... .... ........................................................... ....................................................... : . :i: ................................. 10 EXHAUST FAN ...... . ... ... .. [RH EXHAUST FAN w/ HEATER DECK IDECK - ----= PADDLE FAN ----------------------- ------------------ ----------- ----------------------- (�oScreen Scr PADDLE FAN LIGHT n (� t 117--1 t---------- - ---------- yen--------------------------- ____________ ________ _ W.P. _ -------------------- w.p. ATTIC FAN j ————————————— —————————————— ---------------------------- t I sP SPEAKER I L� TELEPHONE t I I sP i O CABLE VISION I ATH 3 j © COMPUTER (Cable t Phone) I ❑ I H LIGHT W/ HEAT/FAN/NIGHT LIGHT BA H 2 F{ ------ t BR 3 i ® E T T 60 H a f , I TH RMOS A n AFF �� `- I FAN/LIGHTC:=Iw le �J t 0 i Q SMOKE DETECTOR U t � Tub M R 6O 5 O o BR Z � -------------- Qco CARBON MONOXIDE DETECTOR t AFF�,� CL. 481, I SWITCH I ❑ ( i 3 SWITCH 3-WAY H I _ 3CC00 J5O Li --.--- --- ' SWITCH 4-WAY I 4 I O o SWITCH W/ DIMMER t — — — — — 4& — DRAWING TITLE: — 0 . i j w SWITCH WATERPROOF __ ' t I t t is JAMB SWITCH ELECTRICAL CL. 1tINENt i K KEY PAD t --------------- I I FLOOR EX EXISTING ND t I i 1 I I 't I t ❑ j t 1 r 3 4 3 3 I I i i 2ND FLOOR HALL ---- ----_- -� I ------� F1 t I r_L MB HALL I t o CO JO$: W.Lc. uI w.Lc.t2 , 0 -� , RENOVATION/ ------------- , j I ADDITION L I EN ----- KELLY RESIDENCE i i i I I I 1 t 215 HARBOR LIGHTS DRIVE t I i AFF i f t SOUTHOLD. NY I i I I I i I TOWN OF SOUTHOLD ------ A ------- ----- --------- , 3 i i i l� ► i i t SCTM# 1000-11-Z-6 t I 1 I I E41, r---------- 1 P ARCHITECT: Chand•her I BATH- �4 t I I I t BR 5 t t o f H t FREDERICK R. WEBER i I I I i I 41 EAST MAPLE ROAD GREENLAWN. NY 11140 I I To Ist 01 'F t ► \�` 1 I t I I I Floor ,� � t t t , 52 NOYAC PATH I t v �� i i i / ige ; I WATER MILL, NY 1191E I I t t I I I I \ �/ t I I TEL L31 'i54-5555 I 60" I t I t t t I I GFI -------t—, ; t AFF I I I I I I I ----- ;------ FAX 631 261-I084 t t t STUDY ------ - SEAL: t I ( I ► \ f I 1 I �Iht 1 IL------ -------, kj I 1 I t I /� I I I I I I I I /,�v !� :,•<. I1 I I t 1 1 I t I I ................................................................................................................................................................. L-----------------L----------------J ''•••••'••••••••••••••'••••"••' L----------------- ----------------J ................................................................................................... .................................................................................................................... r •-�-•• •••�•• I Misc. J LY 19, ZOIZ REV.: DATE: JUNE 4. Z012 SCALE I JOB NO: 9201105 DRAWING NO. i ELECTRICAL SECOND FLOOR FLAN �NIE 2 OF E3 �I i ELECTRICAL SYMBOLS FRE®EROCK ROBERT SYMBOL DESCRIPTION EBR I 0 DUPLEX RECEPTACLE I W.P. DUP.REC.-WATERPROOF GPI DUP.REC.-GROUND FAULT Q���D�L �� [ ] DUP.REC.-FLOOR DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET 0 SURFACE MTD.-CLG. Op SURFACE MTD.-CLG. (Porcelain) - RECESSED-CLG. 1-0 WALL MOUNTED (SCONCE) Oc DUPLEX FLOOD 03 RECESSED- DIRECTIONAL SHOWER LIGHT (Wet Location) C � UNDERCAB. FIXTURE ® ® DOORBELL/CHIME i ---------- , Q EXHAUST FAN I F[6'H EXHAUST FAN w/ HEATER 4zl= I 1 I - \\\\ ; PADDLE FAN I1 n Il � ,'' ``. ,,' •\\ � � PADDLE FAN / LIGHT Co \`, i F ATTIC FAN vU r-,--- - --------------------- ------ --------------------�------ ----------------------- ------------- -------------- ----------------------------- i I - -- ------------ -------------------------------- -, I j � t•--------------- -I DECK r- ---------------i ----------- II SPEAKER li 1 nl ------ ------------- ------- I 1 i ii TELEPHONE CABLE VISION 1 1 114 + i © COMPUTER (Cable l Phone) LIGHT W/ HEAT/FAN/NIGHT LIGHT 11 (D THERMOSTAT Win! I i I t I ---------------------------- 1 t I � I 1 �• I 't I t------- � r 1 I FAN/LIGHT r7 r ( I r + t �• I I SITTING ROOM I I f I I S DETECTOR CARBON MONOXIDE DETECTOR ! I I I O Co I ................................ ..................... .. I ' $ SWITCH SWITCH 3-WAY P + SWITCH 4-WAY I \ / s p SWITCH W/ DIMMER $w SWITCH WATERPROOF DRAWING TITLE: E P a ATTIC I i JS JAMB SWITCH ELECTRICAL + II, I ® KEY PAD i ATTIC T +`n i EX EXISTING 3RD FLOOR F11 o� I t t . CO tI+II11tt lII1 lIi!II - _ _ _-Q __________ ____ -------------------- 0 =_ -==J- iI JOB: RENO VATIO N/ ADDITION KELLY RESIDENC EQ ' I : _ ------ - ------ ------ ------ 25 HARBOR LIGHTSDRIVE ti II SOUTHOL D. NY i-------------- TOWN OF SOUTHOLD ____ t l I I I I I 1 1 SCT11# 1000-'11-2-L F---- ------------- ---�-�- ------� : I I I 1 r I- -- --------——————————————— -------, ARCHITECT: it li i i i I I I I I I I I I I I I I I I I l i i I I I i I I 1 FREDERICK R. WEBER 41 EAST MAPLE ROAD i I I I GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL. NY 119'1L + I I 1 r r �� ---------- - -- -------j I I I l i : t TEL 1.31 154-5555 r r I -- ------------ -- ------- I I I I I FAX 431 261-1084 I I I I I 1 r l I I I I I I I I 1 1 L_--_—_ I J l + I I ----------------- Ir1--J I I ;I I L--------, r----I----� I 1 SEAL -----_-_-_J L--------_l------- I I I 'I t I II I I I t f I I I II1 I III I I e • 1 I I II III ............... .......... I L Jt r —�I ————————— ' --------.---------------------------1L— J -----------------------------� --• Misc. DULY 19. 20i2 REV.: DATE: JUNE 4, 2012 SCALE : 1/4' - 1'-O' JOB NO: 0201105 DRAWING NO. i ELECTRICAL THIRD FLOOR PLAN Rk� /411 _ OF E3 I