Loading...
HomeMy WebLinkAbout30054-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31302 Date: 11/28/05 THIS CERTIFIES that the building ADDITIONS Location of Property: 360 OLD SALT RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 144 Block 5 Lot 9.1 Subdivision Filed Map No_ Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 14, 2004 pursuant to which Building Permit No. 30054-Z dated JANUARY 30, 2004 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 TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to TERENCE & SALLY MCLAUGHLIN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 88800C 01/24/05 PLUMBERS CERTIFICATION DATED 11/10/05 MATTITUCK PLUMB.&HEATING Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: .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, Aeeesspry 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. C New Construction: Old or Pre-existing Building: (check one) Location of Property: 310 6a S,,�a House No. Street / Hamlet Owner or Owners of Property: �PFNC el S414/ AlC �e��kLi.✓ Suffolk County Tax Map No 1000, Sections LF Block O f Lot Subdivision Filed Map. Lot: Permit No. Jr ^ Date of Pemut. ('� f>104 Applicant: T 4,S 4&AnT Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ aS,O O Appli t Signature c•.6 X31 �6 2 Idea. AM. Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application Number 1/24/2005 375 Dunton Avenue 88800C East Patchogue,New York 11772 (631)286.6642 Issued To: T & S Mc Laughlin Street: 360 Old Salt Road Village: Mattituck Zip: 11952 Town: Southold Section: 144 Block:0005 Lot: 009.001 Contractor: Cornacchlo,Electric LLC Lic.# 4332-E Was examined and found to be in compliance with the National Electrical Code. commercial ❑ NV Defects '_— Pool iX; 1st Floor 'XX Indoor ❑ Basement n Hot Tub ALX] Residential ❑ Dat.Garage l_I Attic F. 2nd Floor ii Outdoor © Addition ❑ Survey -switches Receptacles Fixtures GFI Heaters A/C Fans 23 20 36 3 2 Dishwasher WashonAmps Dryer/Amps Oven Range/Amps Microwaves 1120 1 20 1 30 1/20 Furnace Oil Gas Circulators Smoke Defector Bell Transformer 2 Meter Amps Phase UG/OH Jacuzzl Television CO Detector Bldg. Permit: ...yyy Other Equipment r/A� 20/220V a/c disconnects 11 20/120V specialty circuit Hugo S. SiUrdi President I � Rough Inspection: O 1—012004 Inspector: John MC Mahon lu Final inspection: OU2012005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. A "r �O�gUFF014, h : Town Hall,53095 Main Road O Fax(631) 765-9502 P.O. Box 1179 y�ol �aO� Telephone (631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: p.re JCE /'!CLyy ua{� :Z.dAf (Please print) / l` Plumber: & � �UJ 1I .,nh'no v H-r�'Y:n@ (Please print) _� I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ///j/ty (Plumbers Sworn to before me this /O day o/o/"-16 ti , 2009 DENISE KING Notary Public,State o/New Yak Registration Suffolk County Qualified in Suffolk County My Commission Expires May 15,2 20-6 Notary Public, County FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30054 Z Date JANUARY 30 , 2004 Permission is hereby granted to : T & S MCLAUGHLIN 360 OLD SALT RD MATTITUCK,NY 11952 for ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR; FLOOD PERMIT INCLUDED at premises located at 360 OLD SALT RD MATTITUCK County Tax Map No. 473889 Section 144 Block 0005 Lot No. 009 . 001 pursuant to application dated JANUARY 14 , 2004 and approved by the Building Inspector to expire on JULY 30, 2005 . Fee $ 506 . 80 i Authorized Signature ORIGINAL Rev. 5/8/02 LEE ARCHITECTURE, PC ARCHITECTURE AND PLANNING July 1, 2004 Office of the Building Inspector, Town of Southold Town Hall 53095 Main Road Post Office Box 1179 Southold NY 11971 re: McLaughlin Addition and Renovation, 360 Old Salt Road, Mattituck, NY 11952 Tax map #: 1000-144-05-09.1 Building permit#: 30054 z To whom it may concern, The project has been properly insulated and the general contractor may proceed with the installation of sheetrock. Please do not hesitate to contact me at my office if you have any questions. Sincerely, Craig Lee v LEE ARCHITECTURE, PC r .r 1 ti z. POST OFFICE BOX 2193•SAG HARBOR, NEW YORK 11963•TELEPHONE: (631)725-9468•FACSIMILE: (631)725-7782 E-MAIL:leearcht@aol.com LEE ARCHITECTURE, PC ARCHITECTURE AND PLANNING November 10, 2005 Office of the Building Inspector, Town of Southold Town Hall 53095 Main Road Post Office Box 1179 Southold NY 11971 re: McLaughlin Addition and Renovation, 360 Old Salt Road, Mattituck, NY 11952 Tax map #: 1000-144-05-09.1 Building permit#: 30054 z To whom it may concern, I am verifying that the concrete piers, footings and foundation walls(and crawl space rat slab) have been properly installed, as per the drawings for the McLaughlin Addition and Renovation. Please do not hesitate to contact me at my office if you have any questions. Sincerely, Craig Lee LEE ARCHITECTURE, PC y Y r t t 4 S POST OFFICE BOX 2193•SAG HARBOR, NEW YORK 11963•TELEPHONE:(631)725-9468•FACSIMILE:(631)725-7782 E-MAIL:leearcht@aol.com 3os 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ` C DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [vl/FOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ j INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION r REMARKS: J-0 DATE INSPECTOR Jno 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY MNE , [ ],FIRE SAFETY INSPECTION REMARKS: =��-'� h"" DATE INSPECTOR ho�a0f SOUTy�6 l�co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL et [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATEc� �� / �� INSPECTOR I sot1%� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ J FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING KFINAL [ J FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: f b1 DATE INSPECTOR -� r FIELD INSPECTION REPORT DAIE COMMENTS 3 ' off 1 `J FOUNDATION (IST) x ----------------------- ----- ---- ( C FOUNDATION 2ND) -- V z H ROUGH FRAMING& o � PLUMBING - H 0C " r INSLZATION PER N.Y. - - a STATE ENERGY CODE - W-e LtAt FINAL ADDITIONAL COMMENTS {� T I -_ O C m _ d O x r Y 'o - H TOWN OF SOUTHOLD PROPERTY RECORD CARD =9, 1 OWNER STREET VILLAGE DIST.1 SUB. LOT e renes 3. A say ly a/r 19 FORMER OWNER J E - ACR71 . S pp W TYPE OF BUILDING R o��U SEAS. VL. FARM COMM. 6B. MICS. Mkt. Value LAND — IMP. TOTAL DATE REMARKS v Z7d4 36o 0 O 4p 0o <-- Ll 7 '/o pel i4,5776 3 i-;6 a� - - -ib uahl,i) ,0u>r- �cL_ AGE BUILDING CONDITION a� NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER 85' Woodland FRONTAGE ONO D ISO Meadowland DEPTH �C3 House Plot BULKHEAD Total DOCK ....m .. ■■■■■MEN■■■■■■■■■■N■■ MEN■■■■■■■■■■■■■■■ NNE■■OEM■■■■■■■■■■■ ■ ENE■■mom■■■■■■MEN ■ z Iq! ■■■■■mom■■■■■ENE ■ ■N■■■■■■■■■■■1N■!Z■ . ENE■■■■■■■■■�11N■Z F!N ■■■ ■■■■■ ■■MINI ■■■ ■■� ■ ■■■■■■■■■1,■■■■■■■ ■■■■■■■■■■■■■1N■■EM■■■■ ■■■■■■■■■■■■■■fi ., IWAZIMIM ■■■■■ FoundationMEMO! IMISSIMMOMMEMOM Basement Full .. • • Ext. Walls FROM ENCONSULTRNTS PHONE NO. : 631 263 6136 Dec. 19 2003 02:27PM P3 Albert J. Krupski, President ��` FOLCQ, Town Ball James King, Vice-President 53095 Route 25 Artie Foster o P.O. Box 1179 Ken Poliwoda w 7e Southold,New York 11971-0959 O .le Peggy A. Dickerson .fry�� t, Telephone(631)765.1892 Pax(991)T05-1A0O BOARD OF'1'UWN Tll{U r LES TOWN ur•tsu u,taOLD Doeombor 3, 2003 Mr Knnerl t- Herrmann 17n-Consultanto, Inc. 1329 North Sea Rd. 5nuthampton, NY 11968 RE: SALLY &TERENCE MCLAUGHLIN .160'TISHERMAN'S RD., MATTITUCK SCTM#194.5-9.1 Dear Mr. Herrmann: The Southold Town Board of Trustees reviewed the survey prepared by Stanley J. Isaksen, Jr. last dated November 11, 2003 and determined the proposed additions to the existing single-family dwelling to be out of the Wetland jurisdiction under Chapter 97 of tho Town Wetland Codo and Chapter 37 of the Tnwn Cnde.. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take placo seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area 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 and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. I lawrve"ny ootivity within 100' of 3-Watland line nr seawarri of the. Griantal Er05I0fl Hazard Area would icquire permits from this office. ROM : ENCONSULTRNTS PHONE NO. : 631 283 6136 Dec. 19 2003 02:28PM P4 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sinceerrelly�, n Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims JAN 08 2004 10 : 46 FR LIGHTHOUSE 212 922 6103 TO 916317257792 F' . 01%01 New York State Department of Environmental Conservation Division of Environmental Permits Building 40-SUNY,Stony Brook, New York 11790-2356 Telephone (631)444-0365 Facsimile (631)444-0360 Erin M.Crotty Commissloner LE'T'TER OF NON-JURISDICTION January 2, 2004 Mr. Terence McLaughlin 153 White Blvd. Garden City,New York 11530 Re: 1-4738-03293/00001 ( SCTM# 1000-14405.09.1) 360 Old Salt Road Mattituck,New York Dear Permittee. Based an the information you have submitted,the New York State Department of Environmental Conservation has determined that: The portion of property, located landward of the bulkhead(boat basin on James Creek) which is more than 100'in length and was constructed prior to August 1977 is beyond the jurisdiction of Article 25 (Tidal Wetlands) as shown on aerial photo#323 dated 8/11/74, Additionally the property is also beyond Article 25 jurisdiction because itis located more than 300 feet from regulated tidal wetlands associated with Great Peconic Bay. i Therefore,in accordance with the current Tidal Wetlands'.and Use Regulations(6NYCRR Part 661)no permit is required under the Tidal Wetlands Act. Please be advised,however,that no construction,sedimentation,or disturbance ofany kind may take place seaward of the tidal wetlandsjurisdietional 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$omyourproject. 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. V yours, Ro Evans Pe t Administrator cc:BMHP/mep * TOTAL PAGE . 01 *>k Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:Untitled TITLE:Energy Calculation COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 12/08t03 DATE OF PLANS:December 08,2003 PROJECT INFORMATION: Mclaughlin Residence COMPANY INFORMATION: Steven Maresca 188-07 West Montauk Hwy. Hampton Bays,NY. 11946 COMPLIANCE:Passes Maximum UA= 101 Your Home=93 7.9%Better Than Code Gross Glazing Area or Cavity Cont. or Docs' EmWjda Value B Value U.Factor !7g Ceiling 1:Cathedral Ceiling(no attic) 417 30.0 0.0 14 Wall 1: Wood Frame, 16"o.c. 530 19.0 0.0 24 Window 1:Wood Frame,Double Pane with Low-E 123 0.330 41 Floor l:All-Wool Joist/Truss,Over Unconditioned Space 419 30.0 0.0 14 COMPLIANCE STATEMENT. The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State gy Conservation Construction Code requirements. When a Registered Design Professional has d ed this page,they are attesting that to the beat of his/her knowledge,belief*and profissi Inns or specifications are in compliance with this Code. L. M4 Builder/Designer �`�� Date�Qa �e - LEE ARCHITECTURE, PC ARCHITECTURE AND PLANNING January 14, 2004 Office of the Building Inspector, Town of Southold Town Hall 53095 Main Road Post Office Box 1179 Southold NY 11971 Dear Mr. Verity, The proposed McLaughlin Addition and Renovation located at 360 Salt Road, Mattituck, New York, is not a substantial improvement. The cost of the project is less than 50% of the appraised value of the house. It is my understanding therefore, that the pre-existing house, whose first floor sits greater than two and one-half feet above the 8'-0" base flood elevation (AE8) does not have to be flood compliant. The existing basement is original to the house. The new crawl space under the proposed Dining Room Addition will be flood compliant as will the proposed screened porch and deck which will be built on poured concrete pier and will be surrounded by lattice. Regarding your request for septic certification, I was told explicitly by your office that if I was not increasing the number of bedrooms in the house, I did not require septic certification. In fact, your office also requested that I eliminate the closets in the existing first floor den, so that the den could not be confused for a bedroom. Since the number of bedrooms on the second floor has not increased, I have technically eliminated one bedroom. My clients would prefer not to bear the cost of demolishing the closets in the existing den, but I have told them your office would not issue a building permit without this concession. The McLaughlin's house is quite modest (2,000 sq. ft) and sits in a modest neighborhood. There addition is sensitive to the scale of the existing house and neighborhood. As they are anxious to complete there addition by July, 2004, I hope you will issue there building permit in a timely manner. Please do not hesitate to contact me at my office if you have any questions. Sincerely, ^ ' ` Craig Lee LEE ARCHITECTURE, PC POST OFFICE BOX 2193•SAG HARBOR, NEW YORK 11963•TELEPHONE: (631)725-9468•FACSIMILE: (631)725-7782 E-MAIL:leearcht@aol.com jWWTH T. TERRY _ cul - ' n n Ilan S 11WC Alin(( R P.O nux 1170 TOWN CLERK �� ,. ,� � ,_ Snulhnld. Nc•, Murk 1 ((ECISMM OF VMJ S1 All �✓� . j Fu IS 16f ]h?-Ig�t MARRIAGE OFFICIZR _ JJ �QF, cphanc (5161 )(,5. RECORnS M/\NAOEMEtrF OFFICEII FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations , j of the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93)] , and ',"Certificate of Compliance fir Development in Special Flood Hazard Area [C/C(93)] . IAS TOWN OF SJ--J-P LD �h T . Term y Southold Town Clerk August 25 , 1993 APPLICATION a PAGE I of i TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMLNT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I: GENERAL PROVISIONS (APPLICANT to read and sienl' L. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE T OF MY OWLE-DGE, TRUE AND ACC[fRA fff ,,, �T. APPLICANTS SIGNATURE)_ DATE J l SECTION 2: PROPOSED DEVELOPNfEkQ' (To be con-'ydctcd by APPLICANTI NAME AD D R ESS TELEPHONE APPLICANT GR.ra►y LEP- Pco "71LS'-4 hbt BUILDER aMAIM DI*RRDUS ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough informa(ion to easily ide❑(ify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known Landmark A sketch attached to this application showing (he project location would be helphti 3v° o►Jo s �zovax� FOP(93) i APPLICATION _ PAGE 2 OF J DESCRIPTION OF WORK (Check all applicable boxes) A. STRUCTURAL DEVELOPMENT ACTIVITY ;TRUCTURE TYPE ❑ New Structure O Residential (1-4 Family) lg Addition O Residential (More than 4 Family) JO AJteratioo ❑ Non-residenual (FloodprooCmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Rcsideotial & CommercW) ❑ Demolition R ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling 10 Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modificatiorrs) ❑ Drainage Improvements (Including Culvert Work) O Road, Streeuor Bridge Coastructioo ❑ Subdivisiorr'(Ncw or Expansion) O Indrvidual/Water or Sewer System ❑ Othcr tt'Iease Specify) cr completing SECFION 2, APPLICANT should submit form to IA�l Administrator for rcv�cw. SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhfINTSTRATOR) The proposcd development is located on FIRM Panel No. Dated The Proposed Development: ❑ Is LOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVEL.OPMEM PERMIT IS REQUIRED). C1 Is located in a Special Flood Hazard Arca. FIRM Zanc designation is 100-Year flood clevation at the site is: Ft. NGVD (MSL) ❑ U❑av"ablc ❑ The proposed development is loaned i❑ a floodway. FBFM Pancl No. Datcd ❑ `cr Scriion 4 for additional nsvuclnnz SIGNED DATE 1 APPLICATION e PAGE 7 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he comnlctcd by LOCnI.ADMINISTRATOR) The applicant must submit the documents checked below before the appbcauan can be processed: O A site plan showing (be location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans, drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivisiou or other development exceeds 50 lots or 5 apses,whichever is the lesser, the applicant must provide 100-year (food elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of now fill elevation Ft. NGVD (MSL). O Floodproofmg protection level (non-resideulial only) R. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered eagineer or i ' _ architect. O Ccscation from a registered engineer that the proposed activit� in a regulatory floodway will uol result ua any increase ur the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted- 0 Othcc SECTION Y PERMIT DETERMINATION fro be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. O Is B. O Is not in conformance with provisions of Local Law , i9_. The permit is issued subject to the conditions attached to and made part o[ this permit. SIGNED DATE fI BOX A is checked, (be Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, (he Local Administrator will provide a written summary of dehcicncies. Applicant may revise and resubmit art application to the Local Administrator or may request a hearing from (be Board of ApP' naj • APPLICATION a _ PAGF I OF n APPEALS Appealed to Board of Appeals? t] Yrs ❑ No Hearing dale: Appeals Board Decision --- Approved? ❑ Yes O No Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submincd by APPLICANT before Certificate of Comolianee is issued) The following information must be provided for project structures. This section must be completed by a registered profcssioud engineer or a hceased land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the lop of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal,of the above information is at the risk pf the Applicant. ; SECTION 7: COMPLIANCE ACTION ffo be comolcicd by LOCAL ADMINISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE_ BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8: CERTIFICATE OF OMPLIAN E('To be completed by LO AL ADMfNISTRATOR) Certificate of Compliance issued: DATE BY: l L Attachment B , i / SAMPLE CERTIFICATE OF CGMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAIAJW AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING 0 EXISTING BUILDING 0 VACANT LAND ' i' TIIE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 93 ) TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CliECKLIST BUILDINZDEPARTMENT Do you have or need the following,before applying? TOWN KAL. Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL:.'(9470-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 20_ Contact: ;' . Approved 20 Mail to:LEE NR.[911E,CN¢E1 PL Disapproved a/c POB M3, $WA Ws S1oy-AM 943 Phone: 1031-1,15-9'ilo8 Expiration 20_ XRJJCTIONS APPLICATIMTI' Dt 20Dalte �1 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot andof 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 oil 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 pemrit shall expire if the work authorized has not cotnmenced 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.Therealler, 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 cotiyily wish all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors oil premises and in building for necessary inspections. LEE NW,"%TEL-W?E A [� _ (Signature of applicant or name,if a corporation) Fb5 -�k►93, sw IANZue 1V 11963 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A.RCNITFfT Name of owner of premises_-Tuxa cz fit- sw-Y MLL.Ps4c3i4 t4 _ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer CeJs,G LEE, pustow-r , 1• • . I . . . (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 36o m-p sw—T' RoND` MA'tri-ro .IL House Number Street Hamlet County Tax Map No. 1000 Section I LA4 Block SSS`'` Lot' Subdivision_ Filed Map NQ.,,,, Lot (Name) — 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction. a. Existing use and occupancy S1NCaLF_ FNMILY P_slprGa3TIP.-L b. Intended use and occupancysWf-, ONE STIVe D191916 Rooth A001'clo)d,T1J0 STolvi SLttf.F, W petttx loll" ISE0960m NSAVE, DEL.K. Ap➢1'C104. 3. Nature of work (check which applicable): New Building Addition x Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost .Z25t 000, Oe 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 r,.t.l. .. . . . . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front 313 Rear Sat Depth y0` Height Number of Stories Z Dimensions of same structure with alter�togs or.additions: Front 61' Rear 61'Depth SII Height 2)XI Number of Stori 2- 8. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 155. 20 Rear Depth 361 10. Date of Purchase Ml't SJ XW3 Name of Former Owner CARYL Vle*40YL 11. Zone or use district in which premises are situated 201000 — 39,899 t]1 12. Does proposed construction violate any zoning law, ordinance or regulation'! YES_NO-NO 13. Will lot be re-graded? YES_NO x Will excess fill be removed from premises? YES_NO� -M&Elde.E. MLLtwtaHL%Q 14. Names of Owner of prcnrisesSk4-j McLWLwIIum Address 34D MD S0,Lr RD. Phone No. 2q8'8230 Name of Architect LEE IARLNti*jZbRP, PC Address Pb6 zW] SPG N►tietSo¢ Phone No IAS-9469 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO k * IF YES, SOUTI IOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. IT If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFSu L ' Cmib L EEE I LEF„ KWQAnj=V, PC.being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is the MEW 1 AQcw nmcr (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me this S� day of 200-3_ `NSrary I ib I i c Signature of Applicant LAURA A. PINTAURO Notary Public, State of New York No.01 P15071525 Qualified in Suffolk County Commission Expires January 13, s GUARANTEES INDICATED HERE ON SHALL RUN ZEST HOLE DONE BY ONLY TO THE PERSON f'OR WHOM ME SURVEYA MCDONDALD GEOSCIENCE IS PREPARED, AND ON HIS BEHALF TO THE T VILLAGE ON 15 OUGOSf 2003 PILE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND NOR IHLRL LAKE BOUNDARY OF SAL TO THE ASSIGNEES OF ME LENDING INSRRUTION ORIGINAL GROUND GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITURONS OR SUBSEQUENT OWNERS. BROWN SANDY LOAM OL UNAUTHORIZED ALTERATION OR ADOIDON TO THIS SURVEY IS A VIOLA DON OF SECTION 7109 OF THE NEW YORK STATE EDUCATION LAW F SPAETH COPIES OF MIS SURVEY MAP NOT BEARING N PALE BROWN FINE SAND SP ME LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE 05 N 579' '00"MI COPY N J t F'-']BARBEOUE 164.49' BLUFSTON 7.2' @ WATER L.1 END N/F ROOT/BERKMAN c FENCE 4� W m ENO FENCE C BRICK PARKING I LID O /N STEPS p.g END FENCE _ z W In A N S16'Z'9 "W 164.67' v 2-RAIL FENCE ` ' — — FENCE CORNER ED 1717; z O FOUNDSOUTH d0',/ 32.7END " _, r WEST 0.2" AT O W I STOCKAOE PROP. CORNER -1 W FENCE / FlasrpapoR �' .o' 0i N al 1=U WATER IN PALE BROWN W ADDITION 8.0" FINE SAND SP TEST 2—STORY 33.4 OOu r^ C) HOLE RESIDENCE v1 h TTI I I L�o \_ IST FLOOR N �Jy W 00 EL=70.87 COVERED O y W I w CELLAR O 'O ENTRY BASE DEN I W m ENT. EL. Q I l 6.4• 1-y PROPOSED FTd PROPkp TWO STORY ADDITION DEgL � W/SCREENED PORCH BELOW. ® L� 14' 24.1 WA41UNG EL. -) cri I I WATER PIPES (3) 15.5' 8.0PROPOSAO o \ FRAME JSTEPS a2.7' \ N O LJ' 6.6' 15.8 u \ CD GARAGE / ASPHALT DRIVEWAY N 76'27'00"E 162.61 ' _0 EL.=8.22 — / UTILITY L 2-RA2 FENCE \ POLE t ELEVATIONS AND CONTOURS SHOWN HEREON � ->� — _ J ,ov$ / ARE IN 1929 NGVD. �� m �jl o FLOOD ZONE INFORMATION SHOWN HEREON IS FROM ��j N F BRICKELL X00) / /� FIRM PANELS 487 AND 482 OF 7026, MAP NUMBER END / nl E ( L 36103CO481C AND 36103C0482G, EFFECTIVE DATE FENCE STOCKADE / FL0Q0 OF MAY 4, 7998. w FLp0 ZON I ry i 01 L D CD FOUND A \ \ l ' / / I FD 10.5' TO BULKHEAD(JAMES CREEK. ROAL SURFACE WATER) TM# 1000-144-05-09.7 FENCE N 79'05'00"E 161.57' CM N/F TECHET / n I /�S SURVEYED: 30 JANUARY 2003 FLOOD ZONE SCALE 7"= 30' DESCRIBEDE PROPERTYOF COMPLY WITH CHAPTER 46 OD DAMAGE AREA = 37,569.78 S.F. SITUATE SOUTION THOLD TOWN CODE. 0.862ORACRES MATTITUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 SURVEYED FOR: TERRANCE MCLAUGHLIN NEW SUFFOLK. N.Y. 11956 SALLY MCLAUGHLIN 631 -73 -583WC GUARANTEED T0: TERRANCE MCLAUGHLIN SALLY MCLAUGHLIN 4. 17 NOV 03 SHOW DISTANCE TO SURFACE WATER. FIRST AMERICAN TITLE INS. CO. 3. 29 OCT 03 SHOW PROPOSED ADDITIONS. ENSE N TITLE N0. LI-00031512-NYS 2. 29 AUGUST 03 CORRECT CONTOUR TO READ 8.0. JPMORGAN CHASE BANK I. 20 AUGUST 03 ADD FLOOD ZONE LINE, ELEVATIONS IN DATUM, TEST HOLE, UPDATE SURVEY. NYS LIC. O.N . 03R1213 TEST HOLE DONE BY MCDONDALD GEOSCIENCE LAKE VILIAC'E ON 15 aUGUST 2003 GUARANTEES INDICATED HERE ON SHALL RUN /� OF SALT LA lC-V///IIIWI// BOUNDARY ORIGINAL GROUND ON PREP R o PERSON AND ON F�a iF TO MEE`�Y NORTHERLY TIRE COMPANY. GOVERNMENTAL AGENCY, BROWN SANDY LOAM OL LENDING INSTITUTION, IF LISTED HEREON, AND 2' TO THE ASSIGNEES OF THE LENDING INSVTUPON. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS. c UNAUTHORIZED ALTERAnON OR ADDITION TO THIS N/F SPAETH PALE BROWN FINE SAND SP SURVEY THE NEWS YORK OSLABON OF TATE EDUCATION LAW OF COPIES OF THIS SURVEY MAP NOT BEARING -• S79'05'O0"I4{ r� 7,2' ® WATER THE LAND SURVEYORS EMBOSSED SEAL SHALL N LLJ BARSEOUE 164.49' BLUES70N NOT BE CONSIDERED TO BE A VALID TRUE COPY N W END z m PARKING W FENCE " BRICK N/F ROOT/BERKMAN 4� L4 o N STEPS m A Lo -ITi o ENO FENCE END FENCE 1 64.67' r r 05' - N 2.3_ 0 "W _ FENCE CORNER S 16'22' P o PIPE 2-RAIL FENCE SOUTH 3.0, x �-i WATER IN PALE BROWN V1 . AT FOUND / PROP.CORNER POURED CONC iv Vl m FINE SAND SP FOUNDATION II END / �:` y 8.0' 33.4' O W STOCKADE 2-STORY oN FENCE . TEST b RESIDENCE o �� HOLE ceLLAR1ST FLOOR N r'1 OO ENT EL.=10.87 COVERED O BASEMENT ENTRY TT1 I EL.-3.38 I _j 1' DIAMETER 14' W TUBES (TYP) . . . . . . . U Ly, o IoI 24.1' . . . . . v I� WATER PIPES (3) 37.0' CTI / \ FRAME `/ N ASPHALT DRIVEWAY co GARAGE _ J EL.=8.22 UTILITY ELEVATIONS AND CONTOURS SHOWN HEREON 1 62.61 ' N POLE ARE IN 1929 NGVD. N 76'27'00"E / p FLOOD ZONE INFORMATION SHOWN HEREON IS FROM L-RAIL FENCE O FIRM PANELS 481 AND 482 OF 1026, MAP NUMBER j E x jp0) . � ' 36103CO48IG AND 36103CO482G. EFFECTIVE DATE iI OF MAY 4, 1998. N/F BRICKELL r*1 / f GOD ZON 'e-5 s I L" ENO v L / E E� sp I END Cd N FENCE cyl I OGD ZO 1 L C / FD - 145" TO BULKHEAD (JAMES CREEK TIDAL SURFACE WA)ER). � i CM FENCE N 79'05'00"E 161.57' TM# 1000-144-05-09.1 zI N/F TECHET SURVEY OF SURVEYED: 30 JANUARY 2003 DESCRIBED PROPERTY SCALE 1"= 30' - SITUATE AREA = 37,569.78 S.F. MATTITUCK, TOWN OF SO UTHOLD SURVEYED BY OR g g SUFFOLK COUNTY, N.Y. STANLEY J. ISAKSEN, JR. 0.862 ACRES P.O. BOX 294 NEW SUFFOLK. N.Y. 11956 SURVEYED FOR: TERRANCE MCLAUGHLIN 631 -7 4-5835 SALLY MCLAUGHLIN GUARANTEED T0: 5, 22 MAR 04 SHOW 1' DIAM TUBES AND FOUNDATION (REAR). — ND SURV OR TRANTEE E MCLAUGHLIN 4. 11 NOV 03 SHOW DISTANCE TO SURFACE WATER. ENSED SALLY MCLAUGHLIN 3. 29 OCT 03 SHOW PROPOSED ADDITIONS. NYS Lic, No. 49273 03R1213 FIRST AMERICAN TITLE INS, CO. 2 29 AUGUST 03 CORRECT CONTOUR TO READ 8.0. --,- - ii_gr)n" 1F 19-NYS ',IrllcT 01 ADD FLOOD ZONE LINE. ELEVATIONS IN DATUM. TEST HOLE. UPDATE SURVEY. GENERAL CONDITIONS ' LEE ARCHITECTURE; P , 1. Owner is to obtain and pay for all required building approvals and permits. O WINDOW 'SCHEDULE 0 Contractor is responsible for all inspections necessary to complete the work, l, n P.O.P'O' BOX 2193' 2. All work to he,performed by licensed and insured Contractors and Sub- IlJ Lll 3" ROOF VENTS contractors. # H AuwsN°ows.°eAroensEN°A�vuwm SACT HARBOR, NY 11963' N AWMNS WIMPNS TO NAK XPEENS M6iN _ 3. Contractor must carry General Liability Insurance and Workman'sO WKnr AIVMtWM@AM£S sASNi°nsMW h _r `-"Z Q H U JAMa3NE,S T°me WIYIF VM£SS S,EQRE° Y _ , 'Compensation as specified by State and Local laws. p O nl a*Nr IT. uwe„Ne.s*vn�Nc,w nu of LL = # u,n r° Ew.E I PHONE: )631) 725-9468 4. Work is to be performed fh aworkmanlike manner. Z o_ O 0 O <Z '�b4u cr.Au wiw°ws szEs.rvn w -- -- - _ _ 5. Site is to be maintained in an orderly manner, left clean of debris and broom 5 # oL F< FAX: (631) 725-77$2 I ���1 \tel clean upon completion. Contractor is responsible for the removal of site 1 OBC.HUNG 3'-2 1/B" 4'-8 3/8" ANDERSEN 7W 31048 IMPACT RESISTANT - E-MAIL; LEEARCHI(auAOL.COM debris. WC GLASS - 6. Contractor shall verify all field conditions, dimension and specifications and 2 IMPACT RESISTANT 2,. WSHER r, 3„ 2 LAV. 2" LAV. report any discrepancies to the Architect before proceeding. Contractor shall DBL.HUNG 2'-0l/B" 3'-47/8" ANDERSEN 7W 2:636 GLASS ' I � provide the better quality or quantity of any discrepancy. 3 DBL,HUNG 2'-81/8" 4'-B 7/e" ANDERSEN TW 21646 IMPACT RESISTANT O O O 2" SfIIOWER - 7. Contractor is to coordinate all mechanical, electrical, and lighting work and. - GLASS report any discrepancies to the Architect with adequate time to develop 4 OIL HUNG 2'-2 1/8" 4'-B 7/8" ANDERSEN TW 21046 IMPACT RESISTANT - alternative% GLASS 8. Architect bctEsto approve partition footprints before walls are construeted 5 AWNING 2'-47/8" 2'-47/8" ANDERSEN AW 251 IMPACT RESISTANT 9 . Ali manns ufactured materials to be applied, installed, used, and cleaned eGLA55 ❑ - - y the respective manufacturer. Contractor shall stand by 6 SKYLIGHT(OPERABLE) 3'-0' V-6" VELUX OR APPROVED EQ. IMPACT RESISTANT O manufacturer's guarantee. GLA55 - 10. No existing structural or mechanical elements shall be removed unlessr / / ~ noted and approved'- Provide proper shoring as required. 11. All existing plumbing and electrical service to be affected by news \\ - construction are to be protected or capped and sealed arequired by code. 2" AV 2"ILAV. I 1 12.Any substitutions must be approved by the Owner before proceeding. 2"ID W 13. Each trade,shall protect it's work during construction mid prevent damage O to the work of other trades, - - 14. Each tradeshall clean up premises of its own and other work affected by its 15, The contractor shall guaradtee the work for at least one year from date of P1Nf� Final Payment'unless longer guarantees are given for equipment or HOUSE TRAP specifically called for in the Contract. O DOOR SCHEDULE O O 16. Work that proves faulty must be replaced irrespecrve of the Architect's 4" WASTE TO SANITARY SYSTEM a� approval. 17. The premises are to be left secured at all times. Z F w Y 18. The existing structure and surfaces are to be left watertight and protected # D = = Y LL ae from weather by the Contractor throughout construction. The contractor is p W O D esponsible to repair any damage that may occur by him/her or his/her sub- C) # = F { - _ _ _ _ - - 1� contractors. Repair is to be made promptly. I I EXT PAIR FRENCH DOOR 6'-0' 6'-IP ANOERSEN FWG 60611 SLIDING 2 EXT.PAIR FRENCH DOOR 5'-0' 6'-ll" ANDERSEN FWD 50611 OUT5WIN6 BAY AVE. �,s� - O rl 3 EXT FRENCH DOOR 3'-d' 6'-B" ANDERSEN FWD 30611 OVTSWING F H w ALTERATIONS AND EXISTING CONDITIONS O aO 5O O A x 4 INT. SWING DOOR 2'-2" 6-S" 13/B MORGAN OR APPROVED EQ 1. Verify all dimensions and elevations at the site. PROVIDE d INSTALL - - - F� 2. Do all cutting end patching by hand. 5 PAIR INT.POCKET DOOR 5'-0' 6 8" t 3/e MORGAN OR APPROVED EQ. DOOR LOCKS OCCUPANCY OR 4144 F 3. Where existing work is to be cut, contractor shall provide all shoring, - USE IS UNLAWFUL_ - H needling bracing,wedging, and drypackfng and shell be responsible 6 PAIR INT SWING DOOR 2'-6" 6'.B" 1 3/B" MORGAN OR APPROVED EQ for the safety of the dging,Aa during this operation. WITHOUT CERTIFICATE Z F� 4. The contractor shall be required to repair and patch any we" that - are altered or damaged during this operation. ° °� OF OCCUPANCY 5. The contractor is cautioned to make continuous observations of the existing 'structure during the performance of this work. Should he become aware of any situations that require further investigation or study (such as cracks in f masonry and partititions, additional deflections, etc.) he shall notify the 1 V engineer. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE FINISH SCHEDULE �CODESOFNEW'YORKSTATE. GENERAL NOTES: N ROOM FLOOR CEILING WALLS BASE TRIM CCG. TRIM PAINT CCR. REMARKS W D FLOOR TO t' DINING ROOM WAINSCOATIN6 WAINSCOATING MATCH EXISTG 1. All work materiel and equipment shall be in accordance with the New York MATCH EXISTS ' State Uniform Building Code, and the New York State Energy Conservation 5/4"x4"MAHOG CERTIFICATION µ SCREENED PORCH WAIN5COATING WAINSCOATING I"QTR,ROUND Or Code, and local Authorities. DECKING NAILIN R, ., - 2. All concrete shall be stone aggregate with a minimum 28 days strength of DECK 5/4'x4"MAHOG. \ COIIf IECTIONS Rcr�UIRED, 300 pai.'� - DECKING 3. All lumber shall be grade stamped douglas structural grade #2 or better. WD FLOOR TO MASTER BEDROOM 1/2"GWB WAINSCOATING MATCH EXIISTG 4. Provide douhlS headers and trimmers at all stair and Door opening, posts MATCH EXISTG and parallet partitions, except as noted on drawings. WD FLOOR TO 1/2"GWR 1/2"GWB MATCH EXIISTG ` ��RED ARC Y,< S. Bridging to be provided for all joists and floor beams. spacing not to exceed DRESSING ROOM MATCH EXISTG - �h 5S UR6ES F 8.0 feets. MASTER BATH CFR. TILE 1/2"GWB WAINSCOATING MATCH EXUSTG COMPLY WITH ALL CODES OF w�G aVm t'a 6. All dimensions and grade conditions to be verified by contractors prior to NEW YORK STATE 8 TOWN CODES start or construction and ordering of materials. This foundation has been AS REQUIRED AND CONDITIONS OF designed for a soil bearing capacity of two (2) tsf and grades less than 5 °/u Y Contractor shall verify that these conditions we met. All fill beneath concrete ---C.:LS,L SOUTHOLD TOWN ZB(i �l-9 A/o 020No°j.id� slabs to be compacted to 95%relative density. - - - �SOUTHOLD TOWN PLANNING BOARD TF OF 14 _ 7, Alt headers 6.0 ft in length and over to be supported by double uprights. Ata All headers to be minimum of 2-2x8 or as shown on drawings. A) SOU` CLD TOWN TRUSTEES 8. Provide fire stopping at all level penetrations. EXISTG �� GaaAGE N.Y.S.DEC 9. Provide fleshing at all roof breaks, chimneys, skylights,exterior doors,windows, i f✓ and decks etc, ` k - 10. Do not scale drawings. - _ 11. Design consultants or record architect engineer are not responsible for the UNOERWARERS CERTIFICATE D inspection, supervision, or administration of this construction project. Federal 1 t1 ,,A % REQUIRED state and local zoning and building code compliance shall be the responsibility .1.J 1 of the contractor. LIST OF DRAWING % PROPOSED REVISIONS 12. This drawings is an instrument prepared to facilitate construction and shall not u / 157 FLOOR PLUMBING ADDITION be construed as a contract between builder and owner. A-1 GENERAL CONDITIONS, STRUCTURAL NOTES, ALTERATIONS AND '/ ' PROPOSED7HOUSE ALL PLUMBING WASTE 13. Sewage disposal system and fresh water supply shall be designed and built in EXISTING CONDITIONS, WINDOW& DOOR SCHEDULES, FINISH - DECK ADDITION TWATERLINESNEED accordance with the Suffolk County Department of Heath. SCHEDULE, PLUMING RISER DIAGRAM, GENERAL NOTES, LIST O Fere�, TESTING BEFORE COVERING 14. This structure has been designed in accordance with the New York State EnergyDRAWINGS. conservation code. - A-2 N.Y.S CODE DESIGN CRITERIA, WINDOWS-GLAZED OPENING INFO, PROPOSED - STC15. Engineer to bd notified in writing of all changes prior to and during construction. NAILING REQ., HOLD DOWN & CRITICAL PATH DETAILS.16. Electrical-and Mechanical com onents to be desi ed and ecified b other. 2 STORYTORV p gn sp Y A-3 FOUNDATION PLAN. ADDITION 17. All structural steel to be ASTM A36 with one coat epoxy paint. All fasteners A-4 FIRST FLOOR DEMOLITION PLAN - PLUMBER CERTIFICATION to be ASTM A-325 bolts, 3/4" diameter. A-5 SECOND FLOOR DEMOLITION PLAN. ON LEAD CONTENT BEFORE 18. Contractor shall obtain all permits and insurance necessary to protect the engineer A-6 FIRST FLOOR PLAN. - CERTIFICATE OF OCCUPANCY and owner.'.; A-7 SECOND FLOOR PLAN, 19. Do not backfill,again at foundation walls until Door system installation is complete. A-8 SECON FLOOR FRAMING PLAN, DINING RM. ROOF FRAMING PLAN. w - SOLDER USED IN WATER 20. Provide carbon monoxide slams on each level and in basement(if applicable) A-9 ROOF FRAMING PLAN, ROOF PLAN. SUPPLY SYSTEM CANNOT ' Position near pritry from house to attached garage area. A-10 EXTERIOR ELEVATIONS. - - - 21. Smoke detectors required'in each bedroom and on each level of dwening a9 required A-11 EXTERIOR ELEVATIONS, EXCEED 2/10 OF 1%LEAD. , by New York State Building Code. A-12 BUILDING SECTIONS. - - 22 Any alteration, repair,:addition ar conversion to anexnsting dwelling rtquiring A-13 INTERIOR ELEVATIONS: DINING ROOM, KITCHEN APPROVED AS NOTED DRAWN BY: AFAF ABDRABO - a building permit, now requires.that all sleeping rooms in the house be upgraded with hard - A-14 INTERIOR ELEVATIONS: MASTER BEDROOM, MASTER BATH. - 3s. B.P.l30a wired &interconnected smoke alarms. A-15 INTERIOR ELEVATIONS: DRESSING ROOM. - UAE' CHECKED BY: CRAIG LEE 23,The NYS Codes also apply to accessory structure design. - ,i E-1 FIRST FLOOR ELECTRICAL PLAN, ELECTRICAL NOTES. OLD SALT ROAD T FEELS DEPARTMENT - - 24. Garage doors to berated for 120 mph wind load. E-2 SECOND_ FLOOR ELECTRICAL PLAN. NOTIFY B$AM TO 4 PM FOR UILDING DEPARTMENT E % . t FOLLgO�WING INSEE K1NS: THE SHEET TITLE Jf"JJ _ n�O� PLAN t. FOUNDATION • TWO REQUIRED f rl FOR POURED CGNCRUE GENE} AL NOTES . - - - - UGH - FRAMING d PLUMBING ;? SCALE: V=30'-O" s. INSULATION 4, FINAL ,'CONSTRUCTION MUST BIla E COMPLETE FOR C.O. '�PR"CT'NQ.: 100301 T - ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW . , FLOOD 7 �T� d,��� YORK STATE. NOT RESPONSIBLE FOR DATE: "10/30/2003 , - FLOOD ZONE,.�"� 6 DESIGN OR CONSTRUCTION ERRORS. - - - - - COMPLY WITH CHAPTER"46' -,;, 'SCAL,E: AS,;NOTED - 7 - - FLOOD DAMAGE PREVENTION" FRAMING 1't,OTEB: . LEE ARCHITECTURE3 PC. 1, All framing lubber shall be-grade stamped douglas fir-larch structural JOINT DESCRIPTION NAIL SIZES NAIL SPACING grade 8 2 W better. ROOF FRAMING —SIMPSON L ROOF - 20 GAGE RIDGE 2. .All sheathing to be spa rated,exposure 1 5/8" min. thickness or as noted. - STRAP ALL ROOF RAFTERS P.O. BOX `Z R, 9 3. All subfioaring to'be apa rated sturd-l-Boor,, exposure 1 3/4"min. thickness. Rafter to Tap Plots (Toe-roiled) 3 -ed per rafter SAO I-IARI�Ol� ' 11963 All edges of plywood to be set on soild blooking. Glue and nail plywood Ceiling joist to Top Plate(Toe-wiled) 3 - Bd per joist —__ - subfloor to floor joists. i Ceiling joist to Parallel Rafter(Face-wiled) 3 - 16d each la --' 2 x 6 TIE @ EACH RAFTERS 4. All headers 6'-0" and over shall be supported with double uprights,9i-0" P IN LIEU OF STRAP PHONE; (63],)-7�rJ-9468 Ceiling joist Laps over Partitions(Faro-wiled) 4- 16d each lap and over with triple uprights. All headers shall be A minimum of 2-2x8 Collar Tie to Rafter (Face-wiled) 2 48d per tie FAX: (63I) 72�-77ga or as shown on drawings. - Blocking to Rafter (Tce-wiled) 2 - Bd each end S. Solid blocking shall be provided for all joists and floor beams as per NYS Rim Board to Rafter(End-roiled) 2- 16d each end -- ICE SHIELD UNDERLtYMENT code or as noted(o 8'-0" o.c.min. -Provide 2" space for am circulation in roots, REQUIRED E-MAIL: LEEARCHT(r�)AQL.COM. l� 6. Double framing around all openings (skylights, stairs, eta) or as noted on 25(n HURRICANE CLIP WALL FRAMING TYPICAL drawings. 7. Double up framing under all posts and parallel paritions or as noted on Top Plate to Top Plate (Face-wiled) 2- 16d per foot --ALTERNATE POSITION OF - - drawings, Top Plate at Intersections(Face-wiled) 4- 16d ,joint- each side HURRICANE CLIP USE 8. All flush wood connections shall be fastened with rated galvanized metal Stud to Stud (Face- wiled) 2- 16d 24" o.c. SIMPSON H3 + - connectors by 'TECO' or approved equal. All treated wood members tri- header to Header (Face-wiled) 16d 16" o.c.along edges i stainless steel connectors. 2 - 16d 4, Nailing schedule shall be as per the NYS Building Code as a minimum. - Top or Bottom Plate to stud (End-wiled) 2 - 16d per 2x4 stud - - All 2x6 studs shall receive 5-10d nails at sill and plate, All exterior nails shall 2 - 16d per 2x6 stud - . be galvanized. - per 2x8 stud - - M5T37 METAL STRAP' (y 10. Plywood sheathing to be nailed with ed nails dal 4" o.c. at exterior edges and 6d Bottom Plate to Floor joist,Bandjoist,Endjoi 2 - l6d SIMPSON H2 HURRICANE - - -- PROVIDE Bd COMMON NAILS @JACK POST W/4- N nails r 12" o.c. a[intermediate. or Blocking (Face-rolled) per foot NAILS @ 48"EACH END LISP NAILED FROM RAFTER @ 4"o L.AT EXTERIOR EDGE TYPICAL 11. All interior and exterior finishes flashing and waterproofing shall be by TO STUD.TYP ALL RAFTERS OF ALL SHEATHING - contractor. FLOOR FRAMING 5- Bd NAILS EACH END 12. All roof rafters shall be attached to the plate and stud with galvanized hurricane APA RATED PLYWOOD TO type connectors by "PECO' or approved equal. For timber pile foundations provide Joist to Sill, Top Plate or girder (Toe-wiled) 4- Bd per,joist EXTEND TO TOP OF TOP hurricane clips at all perimeterjoist to girder connections - Bridging to Joist (Toe-wiled) 2 -6d each end PLATE 13. All pre-engineering lumber shall be Georgia Pacific GPI Series Wood-1-Beams Blocking to Joist (Toe-wiled) - 2 - 6d each end and LVL products or equal. All joists, girders and headers shall have hearing Blocking to Sill or Top Plate(Toe-wiled) 3 - 16d each block F� stiffeners installed as per manufacturers recommendations. Web stiffeners shall Ledger Strip to Beam(Face-rolled) 3 - 16d each,joist - MST37 METAL STRAP be required at all load and bearing points at a minimum. A single 13/4" LVL rim Trost on Ledger to Beam(toe-wiled) 3 - 8d per joist @TACK POST Band Joist to Joist 3 - 16d per joist MST27 A STUDS ' joists shall be required at Roar perimeters handling storage and erection of� (End-wiled) j 4- Bd NAILS @ 46"OC - components shall be as per manufactures recommendations Bond Joist to Sill or Top Plate(Toe- wiled) 2 - 16d per fact EACH END-TYP -- TYPICAL NAILS 14. AB multiple LVL products to have 2 rows of 1/2" dia. galvanized machine bolts T PILAL ra' 12"O.C. ROOF SHEATHING Structural Panels Bd 4" ox perimeter zone � _- - �� - � - -- - -�- - � - - other 6" o c.e edges of r rtLO0R3bS5t - -_ - P - Diagonal Board Sheathing of panel - V x 6"or V x B" 2- Bd per support DOUBLE TOP PLATE ' - - `� -HEADLR L-' - 1" x 10" or wider 3 - 8d- per support -PLYWOOD SHEATHING TO OVER _ -_ - WP LAP BOX BEAM-TOP.BOTTOM DESIGN CRITERIA: - - - 11/2" WIDE- 20 GAGE 2 z 6 @ 16" O.L.STUDS _ SIMPSON MST27 CEILING SHEATHING �i Ground snow load - 45 psf. Wind speed - 120 mph METAL STRAP @ 40" O L A Gypsum Wallboard 5d - 7"edge/ 10" field MINIMUM First level - 40 psf.l.l. - Seimic design category - B Living areas - 40 psf.l.l. Weathering - Severe Bedrooms - 30 psf.l.l. Frost line depth - 36" �-J FLOOR SHEATHING STRAP TO STUD w/ Decks - 40 psf.l.l. Termite - Moderate to heavy 4- 8d NAILS E Balcony - 60 psf.Ll. Decay - Slight Structural Panels 8d per joist Fiberboard Ponels each end H it Ice shield underlayment - Yes J WRAP+ NAIL STRAP --- - - �V required 7/ 16" 6d each end SIMPSON MST27 25 /321, Bd each block (4-4d NAILS)AROUND 11/2'WIDE- 20 GAGE METAL - F.1 each joist SILL PLATE AT ANCHOR STRAP @ 48"O C " 12" FROM - TOP OF FOUNDATION Gypsum Wallboard 5d per joist BOLT EACH CORNER WRAP AROUND _ _ - _ Hardboard Bd per,joist SILL PATE. PROVIDE 4-80 NAILS INTO SILL PLATE Particleboard Panels 8dii. per foot - Diagonal Board Sheathing - NAIL SHEATHING TO SILL PLATE --- - - - - _ _- - - ---- -_--- - - - - .Fr --� WINDOWS-GLAZED OPENING: r' x 6" or 1" x 8" 2 - Bd Bd NAILS @,V' O.0 FLOOR 7025? - 1" x 10" or wider 3 - Bd For new construction, exterior glazing must be protected via glazing meeting WALL SHEATHING 2- #5 REBAR- -- - -m M'. - -- 2 x TREATED 1^ the large missile test certification of zone 11 ASTM E 1886-97 and ASTM E 1996-99 or via structural shutters with attachment hardware provided. New structure Structural Panels located within one (1) mile of the mean high water must have glazing conforming V or less Bd 6" edge/ 12" field '� --- 5/8" x 12" A.B.@ 48" OC " to wind zone Ill. Missiles defined in paragraph 6 of ASTM E 1996-99. Glazing greater than V 10d 6" edge / 6" field SEE FOUNDATION - ------- :.' W/FENDER WASHER conforming to wind zone 11. Missiles can be used at a distance greater than one Diagonal Board Sheathing DWG, FOR DESIGN - mile of coastline. V x 6" or V. x 8" 2 -8d per support a - Or protective panels to be provided for all areas by: 1" x 10" or wider 3 - Bd per support A- Clear shield hurricane+ security panels -631-287-5060 SECTION ELEVATION Or 1. Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge,If B- Quick guard storm panels -631-287-5330 wall sheathing is wiled 3" on- center at the panel edge to obtain higher shear capacities, SCALE: 3/4"=P-0" SCALE: 3/4"=1'-0" Panels to have locations labeled on unit panels to be provided w/all nailing requirements for structural members shall be doubled,or alternate connectorsi,such hardware as shear plates, shall be used to maintain the load path .. Protection devices tobeinaccordance wthlarge missiltest ofASTM E1996 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH DAR�ti , and of ASTM 1886 as noted in nys residentiaol code. Panels to be insttaled in 2. When wall sheathing is continuous over connected members,the tabulated number of mails �5 gtUPlaF� ± accordance with manufactured specifications. shall be permitted to be reduced to I- 16d roll per foot. �� PG T j \ �� P � z �'rq No ozoe, 1c TF pF N Nd n 0 zx6sruDwALL - ---- PLYWOOD SHEATHING STRAP TO 2 x 6 TATE EDD___- FROM EACH CORNER IN EACH END @ l6"O C. IN EACH END @ 16V. STRAP W/4-Bd NAILS STRAP -20 GAGE METAL t /5 x 20 M ON STRAP 1 1/4"x 20 GA,GAL - - s STRAP @ 48"O.0 . 12" W/5-ed COMMON NAILS W/5-Bd COMMON NAILS °� REVISIONS WRAPAROUND SILLP. S PROVIDE 4- 8d NAILS - P,( io - 10< P 1 30 INTO SILL PLATE - -- 1 1/4"x 20 GA. GALV.STRAP --- - -11/4"x 205A GALV STRAP - '_ _ - 1/2"EXPANSION - - W/5-Bd COMMON NAILS W/5-8d COMMON NAILS C - - p SEAL - NAIL SHEATHING TO SILL IN EACH END(@ 16"OC TO FDN @ 16"O C 0 0 HIP TROOPS PLATE Bd NAILS @ 4"O.0 - GABLE ROOFS - - - - 4"GONG SLAB W/ - . - - -_- - - - - - - - _- __P4 10 _GRADE 6"MIN.BELOW PROVIDE 8 d COMMON NAILS TOP OF CONC. - - - - 0 0 0 0 @ 4"OC AT HIGH PRESSURE ^, s ,� . , �l a. - - „ _ ZONE-6" OC AT ALL OTHER " 2'-0" MAX, 5 PORTIONS OF ROOF- TYPICAL r I � f • 2 -0 MAX' ''"+ •• x' _ 2-#5 REBAR —-- _ _ ,•. CONTINUOUS • "., -- WATERPROOF ALL . "., ,',Bu SURFACES BELOW Z --2- Bd.LOMMON NAILS - - - To- r GRADE(TYP) - t-< TO SILL PLATE DRANK BY: AFAF ABDRABO - A. TO FDN @ I6-i OC. 4B"OC - P •4 @ 7Y . e 164 PI 45 PROVIDE 8 d NAILS @ 4"O.0 AT PERIMETR INTERIOR .12" FROM EACH � 2"x 4" KEYWAY .p ' i ' CHECKED BY: ' CRMO LEE dN ' - - PORTIONS OF PANELS IN HIGH PRESSURE ZONE CORNER W/FENDER ,� WASHER - - 18x16 PC FTG SET ' - . . . „ - - __. 46+ � a ON UNDISTURBED 'eA, 0 NOTE: 2-#5 REBAR •.' 1J A•' SOIL SET 36" BELOW - - _ a=4 FT.IN ALL CASES CONTINUOUS GRADE-MIN, SHEET 71TLE: N.Y.S CODE DESIGN CRITERIA,' MOM, GABLE ROOFS 4 ' -- GLAZED OPENING INFO., NAILING 104P < 45 HOLD DOWN .B CRITICAL' PATH . COMPONENT AND CLADDING PRESSURE ZONE SECTION GARAGE CANTILEVER OVER FIRST FLOOF2 CANTILEVER OVER FOUNDATION PROJECT No.: 2Do /m - SCALE; 3/4"=1'-0" -SCALE: 3/4"ci'-0" ' _ SCALE: 3/4"=1'-0 SCALE: 3/4"-1' 0" DA1E' 10/30/2003 , � SCALE: .AS N07M i LEE ARCHITECTURE, PC. I P'.O, BOX 2143, SAG HARBOR, NY 1-1963 27'_8 PHONE: (631) 725,9468 17'_3.. FAX,- (631) '725-7782 10'-5" - VERIFY IN FIELD VERIFY IN FIELD - E-MAIL: LEEARCHTOAOL,COM \ e"xlu, FLow 5'-10" 5'-10" 5'-10" 5'-10" z 0 12"xl2"PC PIER W © �R �C"_:-II"I 1 .. / 2'-O�ix2�_D�� ELO P.C. ,,, / O - � - i i l i i ,,./, r_ FOOTING BELOW ��\' ♦ " r F a j 2.8 702575 16"OLS L- -J 2x8 JOISTSC� 16"O,C� j " n w Ou Ou Oji o .l, dol ` x" 16"OL I � @16" O4 W M n do O 03 y o y o u o " CRAWL SPACE B"xIG° r a o a `�� 1 '�• j LRE ATE ACCESS 2"PC RAT SLAB l "' I KaPP DPl;.IIKKa - FOR HEA TING DUCTS v v u ul l CHECK W/ARCH j - N N m LL r---n '• , iI �cx� l L _J L _J EXISTG CELLAR - - - ENmY - EXISTG CRAWL SPACE O U O u O u yo yo Yo O 0 W � W < Q/ pl R Gj CREATE ACCESS Z '4 w FOR HEATING DUCTS N % CHECK W/ARCH. - O • 4v ix r---i i r---=F USH 3-2 B r---n r- ~ F F GIRDER !£.D Ly LJ LJ H o ��w u o CRAWL SPACE o 0 o Q F S S o 'O 2"PC RAT SLAB r--- USH 3-2x8r -- FLUSH 3-2x8 r----1 0 Zo 1I im '£• G ,%„ MC -- EXISTG STAIR ,W H a L---J L---J L_ I U y '• i h 0 tt �O O O U Y O - _ - @j o 12"x12"P.C.PIER W/ D C] O h 1-i V Q1 PC �' u FOOTING BELOWIn w y` N N ,� __ x TYP FOR ALL w ^ r- i��--•^--1�i FLUSH 3-2x8 C�p--�^�•--II M! Ir• - I i "1 �io• a l i �� ��TG 6x8 GIRDER • — r,� L -_J L___J L___J L-__J L_ F F H N,WS WO u� oWu� wCLOSE OFF EXISTGo u WINDOW OPENIING 0 0 o W/CONI BLOCK - ----- EXISTG BASEMENT " EXISTG -fl �i c �' u u WATER O 0 m N m TANK LUSH 3-2x ,: ExI57G i i i BOILER ❑ " \ /' L _J IR R L __J 0 0 �C3 GgVURC;En N , :i ___ r--_I FLUSH 3-2x8 EXISTG UTILITY RM '=� > - ---- Ex,GA METER OF STP Ntl� . 6" 4'-6" 5'-10" 5'-10" 5'-10" 6" Ex, c PANEL 23'-0" 1 REVISIONS EXISTG FRONT PORCH ABOVE UP DRAWN BY: AFAF 'ABDRABO /-1 FOUNDAT..ION PLAN CHECKED BY: CRUD- �' SCALE: 1/4"=V-0 LEGEND SHEETnTLF- FOUNDATION PLAN. EXISTING CONC. BLOCK FOUNDATION TO REMAIN EXISTING CONC. BLOCK FOUNDATION TO BE REMOVED PROJECT.HO.: .2003/Dt NEW CONC. BLOCK FOUNDATION DATE: 10/3tr/2003 A` - ' SCAM, 1/4'-1"-0' LEE ARCHITECTURE, M, P.O. BOX 2193, SAG HARBOR, IVY 11963 PHONE: (631) 725-9468 FAX: (631) 725-7782 E-MAIL: LEEARCH'T@AOL,.CQM. DINING ROOM �1 Q DECKBxxxxeeeexax3;y11 III II�) UP UI li1r-�-� EXI5T6 CELLAR EXIST& SUN ROOM Z >4 " ENTRY TOT REMAIN ( ``\ 1111 - C if H DW BELOW LL� y 1 III NOTE: 111 KITCHEN REMOVE EXISTG CAB'S rr ISI .COUNTERTOPS.SAVE 5 Ill APPLIANCES FOR POSSIBLE REUSE 1 1"--EXISTS CLOSETS N TO BE REMOVED (((��� if I`EF i LL EXIST& DEN PTOs a1p 10 SCREENED PORCH O �� VP EXISTG BATH OD EXISTG .`ccaED ARCyT LIVING ROOM - GSTUBGFs F� EXISTG BEDROOM JT9rND O?oa -k F OF NE i REVISIONS - EXISTG FRONTPORCH - 11 - - - Q -- ff FIRST FLOOR DEMOLITION PLAN UP SCALE, 1i4^=r-o° LEGEND . DRAWN 9Y: ,AFAF AWRAW CHECKED BY: CRAIG LEE + EXISTING CONSTRUCTION . _-_--_ EXI5TING CONSTRUCTION TO BE REMOVED SHEET TITLE NEW CONSTRUCTION 1ST FLOOR DEMOLITION : PLAN, MMCT Na: 2003M DATE 10/3012003 . - - SCALE. "1/4'�1'�6• LEE ARCHITECTURE, PC. P:O. BOX 21931. SAO HARBOR, NY 119663 ' PHONE: (631) 725-9468 FAX: (631) 725-7782 E-MAIL: LEEARCHT@AOL.Com ' z _ o x ------------------------ a NOTE: EXIST6 SUN PORCH ROOF I 0 TO BE REMOVED Z L— --------- --------- -� A V 0.4 NOTE:Q zi 'WC r__-___, —\ I - '- "' EXIST&TUB,SINK,WC - MASTER BATH , $^�6 �1-� TO BE REMOVED L—A .^T^77 -M - . a III EXIST&LANDING - - Jill EXIST& BEDROOM DECK I DRESSING AREA I III III MASTER BEDROOMS�R0 AMC�'i CLOSET - . - - . - - - - �`'c\�Stuet,FSa ?� D; G,`r Frn BLT-IN 1) EXISTG BEDROOMaw - z Jfy T Uzo�myoQ - lF OF N�� REVISIONS SECOND FLOOR DEMOLITION PLAN DRAW. BY; AFAF ABORABO SCALE: Ii4°=r-o° LEGEND CHECKED BY: CRM© LEE Vj2MM= EXI5TING CONSTRUCTION _ - - SHEET Tine EXISTING CONSTRUCTION TO BE REMOVED NEW coNsraucTloN 2ND FLOOR. DEMOLITION PLAN . PROJECT NO.: 2003/01 - . - - - - - - - - DATE: 10/30%2003_ ' -, scmz- t74-n:—o- LEE'ARCHITECTURE, P.O, BOX 2193, SAUHARBOR,.NY, 11963 PHONEr(631) 725-9468 " FAX: (631) 725-7782 E-MAIL: LEEARCHT@AOL.COM 60'-8" 41-061 29'_0" 17,_3" 10'-5" VERIFY IN FIELD VERIFY IN FIELD UP - _-_-- - _ _------ - - -_ - - 1_ BLT-IN 1 O _._ _ SEATING o x DECKDINING ROOM r v O :p - - - - -- 5/4"x4"'MAHOGANY ! �'i O DECKING W/_3/16^SPACING -- _ __.- - _ - _ - WD FLOOR TO l�X 1 _ ---- - - _ - - -- - - MATCH EXIST EXISTG _ - _ ENTRY CLEAR CED RPOSTS- - _ -- .-- -- _ _ - 16�-3�� i , O z dRAILING TO WHT. - -- - _ - - - -- - w -_- - - .- - _- - DW ` r _ _ —_ --- -- - - - O BELOW ' E..1 WASTE LINE ;o - - - - ---- - - - - KITCHEN O � S v - 9n : , _ UP .- - - -- - - — - --_ - - - EXISTG DEN #' W - - _ - _ --- - - -- -- w 4'_0�� 2' 0�� 'LINEOF_5OFFIT - -. FOR WASTLINE- ABOVE -=SCREEN.5 SYl - -MAHOGANY - _FRAMES PT4 o - _- - - - SCREENED PORC4-t - - UP O -`slA x4' MAHOGANY- - : - DECKfNC 3/W SPACING XISTG BATH - �` E 01 - _-SxfitCAPOST_ _ . - - -WRAPPED W/ -- -- __ ---PREPRfMED F+l RED AI�C�/T PINEPTD WHT �g gZURGpI, F �. ss EXISTG LIVING ROOM f eo u?�� 'F ci% _ ._ ti EXISTG BEDROOM 171 - 2 - F h ti 23'-0" +r REVISIONS EXISTG see -EXISTG n ,r EXISTG FRONT PORCH - FIR5T FLOOR PLAN DRAWN BY. AFAF ABDRABO SCALE: 1�4^=V-0° LEGEND CHECKED BY: CRAIG LEE EXISTING CONSTRUCTION SHEET TITLE: NEW CON5TRUCTION 1ST' FLOOR PLAN PROJECT NO.: 2003/01 GATE 10/30/2003 SCALE . 1/4.1'-0' L", LEE ARCHITECTURE. PC. P.O. sox 2193, SAG HARBOR, NY 11963- ` PHONE: (631) 725-9468 FAX: (631) 725-7782 E-MAIL: LEEARCHT@,AOL.COM ` z ISI 1�1 DECK BELOW ROOF BELOW A _ < Z W G �1 23'_0.1 O W' 4'-6" 1'-6" 16'-0" 1'-01 C'' Z 2'-6" (.&ABLE 2'-6" 2-2x6 POST - - . - - - - - - - -- - - - - - - - - F>•j - 0 O O 0 A U v - wc e MA57ER-BATH;_ . _F�lsr� __ _ _ NOTE: z OI -WL PROVIDE NEW TUB,SINK, WC CER TSLE. Qj AND CERAMIC TILE FLOOR TUB/SHOWER WALLS. 1 -6" rue _F Bn T## ---' - 7 =R6C MEp CER TILE' _ -�- O EXISTG mi _ -- SHOWER EXISTG 18'-0" MARBLE I SADDLE - „ SCR N !�1 a Oin ` 6 EXISTG EXISTG LANDING EXISTG N - DEC ` _ _ DRESSING AREA , o o WO FLOOR TO EXISTG BEDROOM N AHOGA " "-u z l - MATCH EXISTG -OVER EP 3 �\ EXISTG MASTER BEDROOM 2'-2" - OiMATCH EXISTG ..._-... CLOSET ,SER ARC 4 ED A O �5rugr,b�, ins 3'-61. 11'-011 n 1,1.411 uP Fm f. BLT-IN DWR EXISTG BEDROOM ItEXISTG a. o� sTgT Np 020" C�lN N --,2-2x O HDR '� F OF 1 E iA 3 CL GAB E 3 2-tub POST - ' 4'_61' 3'-611 12'_0" 3'-011 EXISTG EXISTG 23'-0" - - REVISIONS I��> EXISTG FRONT PORCH SECOND FLOOR PLAN DRAWN BY: AFAF ABDRABO SCALE: 1/4"=1'-0" LEGEND CHECKED BY: CRAIG LEE - EXISTING CONSTRUCTION SHEET TITLE: --- -_ NEW CONSTRUCTION 2ND FLOOR PLAN PROJECT NO.: 2003/01 DATE. 10/30/2003 SCAM LEE ARCHITECTURE , C: P.O. BOX 2193, SAG HARBOR, NY 11963 PHONE: (631).725-9468 FAX: (631) 725-7782, E-MAIL: LEEARCH'1@,AOL.COM ' N h O Fillip *F QTp B r� - 2-2.R RAFTERS W CONT --2x8 RAFTERS W/CONT - I/z,,x7,y5TL PLATE 1/2"x7° STL PLATE DECK - 2x8 RAF RS@16"OC 2xB RAFTERS 16"OC - O x # N L y� F EXI5TG KITCHEN 5 117/8 TJI/556 FLOOR JOISTS @16"O C - EXISTG DEN -- - 01TO(OT,U REF .S 3-LVL FLUS GIRDER BELOW WALL ABOVE w 3-2x4 POST .2x6 CCA DEC GISTS @16"OC� UP t O � 3 N ZEXISTG BATH o c CD� x, NN - 2x6 CCA oECK EXISTG af 0 AR, GISTS 6 o LIVING ROOM w�e05TURG,,S :-LVL LUS SIR ER � r -- - - 3-LUL'S - - EXISTG BEDROOM 9rF OFNE�yo� i REVISIONS EXISTG - - FRONTPORCH - ®---- -- - --- - - --- - ' - --- -- � " - - - - - - -- � �-1 SECOND FLOOR FRAMING PLAN UP - - v SCALE: 1/4"=1'-0" DRAWN BY: AFAF ABDRABO CHECKED BY: CRAIG LEE SHEET 111M- 2ND FLOOR FRAMING PLAN, DINING RM. ROOF FRAMING. PLAN ` --PROJECT NO.: 2003/01 . - - DATE: 10/30/2003lif ' A- 8 - - SCALE: 1/4'-1'-0• -. LEE ARCHITECTURE,,PC. P.Q. BOX 2193, SAO HARBOR,, NY 11963 PHONE: (631) 725-9468 FAX: (631) 725-7782 E-MAIL: LEEARCHT@AOL.COM, , H - F - O x DECK BELOW ROOF BELOW A - o z ; RO F E y PA Fx' A _ A 2-2x8'5 . 1 FgSL PWF rR - --- Of I - u A N T, -. m N EXISTG BATH . x - � N _L-2_ B'S v 5 cECK SH ER kwF ci DECK CLOSET EXISTG BEDROOM J � � N < FxisrsnmF 3 Jp`Y +aL RED ARCH/ �4 a { CLOSET < E ti FV m ? `�F . - BLT-IN owas EXISTG BEDROOM 2xB RAFTERS 2xBRAFTERS No ODD� - � 16" Oc @ ;6" O.C. �j�TPOFNE� ROOF PLAN SCALE; 1/8"=1'-0" 2-2x6 POST TO if RIDGE ABOVE - REVISIONS EXISTG FRONTPORCH DRAM BW AFAF ABORMBO ROOF FRAMING PLAN CHECKED B" "'G LEE 5CALE: 1/8"d'-0" — SHEET TITLE ROOF FRAMING PLAN, ROOF PLAN PROECT Na: 2003/01 / - - - - DATE- 10/30/2003 SCALE: 1/4'-1'-0'. LEE ARCHITECTURE, PC; NOTE PROVIDE 4INSTALL NEW GUTTERS P'O'''BOX 2193' AND LEADERS TO MATCH EXISTG SAO HARBOR, NY 11963 PHONE: (631) 725-9468 FAX: (631)725-7782' E-MAIL: LEEARCHI@AOL.COMI ASPHALT SHINGLES TO --- - _ --- _ MATCHEXISTG OVER 3D#FELT - --"---_ -"-" - - - OVER 5/8"CDX EXT GRADE - PLYWDSHEATHING - - - -- - - --- - -_-_ DOOR� HEAD . - - __ ■ - _ EXISTG ROOF _ _ - - - _- EXISTG ROOF -5/4"CAP PTD WHITE �p 1.4 PTD WHITE - -- - - E E - MASTER SUITE _ ASSES1055HINGLES —ALIGN W/EXIS TO MATCH EXISTG DOORNHEAD _- xC !. 1' 2•%j +Y2<( Y tip 41 )4 .. � D ' D• __ __ -- µ 1 Y Pili F I1:x; x 5 5 ExISTG - .t) li 1 yl' tcsx - FIRSTFLOOR m DECK —�LIGN W/EXIS FI CEDAR LATTICE .^„ PTD WHT 12"xl2"PC PIER ��12 w12 PC PIE0.—I. -L-12".12"PC PIER L_J L_J I 1 1 11 O 2 w P. FOOTING I i1 4-P C.FOOII x1'-0"�y-� I �-�i-2'-CNV-0"x1'U'-i I .Fx2 L___J L___J N6 L___J L---J PC FOOTING L---J �ALIGN W/EXISTS NEW ADDITION Z �' F a x � c� x a FRONT ELEVATrON V 1 SCALE: i/4"=1'-0" ASPHALT SHINGLES TO MATCH EXI5T6 OVER 30.#FELT OVER 5/8" CDX EXT GRADE PLYWD SHEATHING - - _ 1E�yED AROy/ 11 C, URG DQW�_ I��P\G --- - - DOOR HEAD - EXISTG ROOF -- -- -- -_- -- - EXISTG ROOF - --' - - *U'T DPT O� ' 5/4 CAP PTD WHITE _ , EXIs7G o? 9T A'o Da y ASPHALT SHINGLES TO .p 3 _- MATCH EXISTG OVER 30#FELT 1x4 PTD WHITE _ -" OVER 5/8" CDX EXT,GRADE - _ PLYWD SHEATHING ._ -- -_-_.. .__. -____-.__. __- ASBESTOS SHINGLES TO MATCH E%ISTG _MASTER SUITE -- --- _ -- - ALIGN W/EXISTG- - OOR HEAD . . d ^ - �_ _, . D VII N Fo Fo RD_ i/- -\/ __ - fit., • xY x ; ; �S_.REaD -- d px , 'ai z.,". - - __ ASBESTOS SHINGLES - _ 5[4"x4"lAAH95 DEC1S _ _DINING ROOM _ A58E To55H 5 TO MATCFfEXISTG .; x 4 "h � R >, s z " -- --- ----_- ' - -"-- _ -- -- TOMATCHIEXISTG - ----- K ALIGNW IXISTG�- CEDAR LATTICE PTD WHT I ' 8"K IC 1 I 1 12.42"PC PIER - -V—IM12"PC PIER—► 1 �-F-12"x12"P.0 PIE0.-1� I l2".12"PC PIER ---r -F = 1 FLDOD 1 O 2 I 1 O PF O-O"xl i,- F- I 1 --i-2'-0"x2. 0"xl'a"+� I --1�z'-0"n2'-0„v1,0"_}+ 12'-0,,.2•-O"xl'A"�--: �= 1 L------------J--------------------L____-______ J L___-J PG FOOTIN6 L____J L____J P.O.FOOTING L----J PC FOOTING L----J L--__J DRAVAV BY: .AFAF ABDRMO NEW ADDITION , B.O.F. CHEgcED BY: CRAIG LEE NEW ADDITION r — ALIGN W/EXI5TG�— r - SHEET TITM' EXTERIOR ELEVATIONS PROJECT NO.: 2003/01 . ' BACK ELEVATION DATE. ,10/30/2003 A-. 1 2 SCALE: 1/411_1 SCALE:. 114r.1'-Cr. 1 LEE ARCHITECTURE, PC. I P.O. BOX 2193,' SAG HARBOR, NY 11963 PHONE: (631) 725-9468 FAX: (631) 725-7782 ASPHALT SHINGLES TO - MATCH EXISTG OVER 30#FELT OVER a/B^cox EXT.GRADE --_ E-MAIL: LEEARCHTQAOL.COM NOTE: PLYWD SHEATHING ------ PROVIDE 6INSTALL NEW GUTTERS - - -AND LEADERS TO MATCH EXISTG SKYLIGHT li EXISTG ROOF I DQW_L_ DOOR HEAD ASBESTOS SHINGLES _ _ _ -_ TO MATCH EXISTG - - - ---- -- - -- - - "— - _ __ - (64 ASPHALT SHINGLES TO ff WD RAILING - GRADE __ __ - -_ .--r--�15/'Ae>✓5YA"$RI -PTD'WNAf _ MATCH EXISTG OVER 30#FELT PLYWD SHEATHING MASTER SUITE O ALIGN W/EXI5TGr'OVER 5/8" CDX EXT, - - - _- - -. - - - - - - - - - ----- -- -_- - DQW d _ ' s 1, �YTi ry.tiYy' b r �Sy� z'�"x r� S.th�ry �4 x yl. ' _ _. •_— DOOR HEAD CO p t 1 a 9 t 1 y It 1y1 `./_ _ Y. ti� t.k pS 22u rA 1 ;Y, wn � M1.Yx '+as 5 .O F�f ^/ -di [(Dl �/7y� •�Y,yl - _ r v a ' < <� i 5 'q ; 1 - - C� DINING R006 tua aati .- �o .y r pY1 ;. - .ri 'a; !+ }. '` '�n� wt'' } - . -__ . - -O•""- ALIGN W/EXISTG �) ASBESTOS SHINGLES .,e ktr t 1 vx 5'+•ii Yt :{ '.;a+ .a: i r .D r - - ___ -__ — _ TO MATCH EXISTG yy F CEDAR LATTICE E PTD WHT t I 1 I I 1 I I 0"PC FOUNDATION�� 1 �--32"x12"PG PIE0.�L 1 J�-12'x12"P<PIER� 1 �-J-12'k12"PCPIER = I O z PC FOOTING 1 -I I 1 CONT P0.FOORN6 —^} TI ly---2 0"x2•-0"M'L"�f r f J ___ PC FOOTING —~ —PC FOOTING ~�T a � II c� SIDE ELEVATION U SCALE: 1/4"=1'-0" C, gTUkt;Fs F sT No 07D&I JCS _ OF NE.N - 1 EXISTG ROOFL==TDOOR HEAD EXISTG ROOF _ REMSIONS _- EXISTG ASPHALT MATCH OVER SHINGLES O O#FELT ELT -- - - ---- - OVER 1/2"CDX EXT GRADE __ - _ __ _ _ ---- - -- ---- -- - ---- PLYWD SHEATHING MASTER SUITE - ALIGN W/EXIST6El El E _ _ — ❑ _ . . _ _ _ - . _ _ _ _ _ OOR HEAD D EXISTG - - --- - — - - ------- -- ASBESTOS SHINGLES DINING ROOM �- DRAM BY: AFAF ABDRA1 TO W7EXISTCHEXIT& _ALIGN OVER 30 I i f 81 ID" CHECKED BY. "CRAIG LES - _ e^P.c.FouNRAnoN i.� O SHEET TILE: .. CONT.PC FOOT —I— 1 - -- L---------------- ------------ EXTERIOR ELEVATIONS' J SIDE ELEVATION 2 SCALE: 1/4"=1'-0" NEW ADDITION FRQ.ECT NO.: 2003/01' DATE: ,D/30/2003 . A- 11 SCALE: -1, If / i . - - —CONT.RIDGE VENT --- 3-2x,DRIDGE LEE ARCHITECTURE, PC. aL, { P.O. BOX 2193, F v SAG HARBOR, NY 11963 7z - ---R-30 FIB BATTINsuL. PHONE: (631) 725 Llxl � - FAX; (631) 725-7782 68 r B VENT w/INsecT SCREEN E-MAIL: LEEARCH n) CONTINUOUS SOFFIT _AOL.COM } 2-2xlDHDR - I f 1 . i A SL©hTI NG -- - WV IN R-19 FIB BATT INSUL O i _ 2x8 CCA 0.7. 2x8 JOISTS @16 OC 8% u", FLOOD OPE),IING r, - - - - " 2.6 CCA SILL - - --- 3-2z8 GIRDER 3/4" ANCHOR A 1 .. _ 1 z BOLTS @ 48" 0 "� CRAWL SPACE - �" - --- - 2' RIGID INSULATION Q" -- - 8" PC.OR CONC BLOCK STRUCTURAL RIDGE - 04 2"PC RAT SLAB - � FOUNDATION WA11 - - - r7l - - -- EXISTG CHIMNEY - F _ , ASPHALTUM TO GRADE �''0 1�1�mmm mot L- _ _ PC.FOOTING ! --- --- - 12"x16"CONT,PC FOOTING n � ` DINING ROOM 5ECTION - — A rZA RAFTERS 6 :166 0 C.' SCALE:1/2"=V-0" -_ EXISTG ROOF . 2-21�1 3,2x6',HDR _- ASPHALT SHINGLESTO - - -- ---- :J10HDR TO MATCH OWER 30#FELT OVER 1/2" CDX E%T GRADE ' FULL HIGHT WAINSOATING DRESSING ROOM BEYONDMASTERBATHMASTER BEDROOM WAINSCOATING - --- WAINSCOATING- -- - SPG gT tfA� � i . 117/8" T /550 FLO JOISTS I6" O,C. - - - - - -- _ 'OC JOIST - 3 LVLS � 1�i i� - - - _ _ �'� �•��P _ n i, 3.117/B LVL C` - - P 3-I1 7/8 LVL SOFFIT BEYOND - : �'' U E�C2 STIFFENER 4LsLil: 9 1/2" T - _ - - - -_ - _ _ __ _ - - _ - - _ _-- ___ Si,9 Nr, I A �,21�u I i CHIMNEY - E%IBTG, N REVISIONS CREENEDPORCN D - - ---- o - -`-r 1 1 O O i i I 77 I ---- 777====T FLUSH 3-2xB GIRDER li .i 2x8 CCA - - - - --_ ---- - --- -- --- - - . - - -- - FLUSH 3-2x8 GIRDER DECK JOISTS Lv l6"OC FLUSH 3-2x8 GIRDER— --- — BOSSY HANGER - ---- ---- -- ----- - - JOIST HANGER- --- ---- -- -_ -- - --- - ---- JOIST HANGER ---- - .- - ---- JOIST HANGER - - -- -- - --- SOI THANGER -- -- .- - -JOIST NGER DRAWN BY: AFAF'ABDRABO I I I I I I I CHECKED BY: CRAIG LEE I - I I I I I I I I I I I I I II I I I I I I I I I I I I I I t 12"xl2" PC, PIER -.- I I I ' "1._- ___ 12"4¢" PC PIER . - _- .__-.- --I �. t._ - --_ _ 12"x12"P L PIER ._ - - - - --�- I _ -1- -- 12'x12"PC PIER SHEET TITLE: . I I 1 I I I I BUILDING SECTION, I I I I I I I I I I I I I I I I I I I t I r I DINING, ROOM SECTION L P.C.FOOTING L-I---J - ---J ♦ I �..f -- PC. FO TING a' — --- I I I - -- - 2'- FOOT x1._0.. - I - .E PC FO TING_D„ F � _ . . PROJECT NO.: 2003/01 , _ L _ __ _ J P L FOOTING L---_J L _ __ - J PC FOOTING �___ _ � L- -__J PC FOOTING _ _ DAZE: 10/30/2003 BL!ILDING SECTION ��-12 1 SCALE: I/2"=1'-d' - - - ' p . II LEE ARCHITECTURE PC P.O. BOX 2193, . SAG HARBOR, NY 11963 PHONE: (631) 725-9468 FAX: (631) 725-7782 " r EMAIL : LEEARCHI'@AOL.COM wAi c — I BENCHSEAT l 1 - __ - - W/5T00.AGE BELOW , EXISTG N5COATING I 2 DINING ROOM ELEVATION DINING ROAM ELEVATION y~ SCALE. vr'=r-a' 1 scnLE: 1/z n'-o" DINING ROOM ELEVATION z 4 SCALE: v2">r-a' Z oa I W x 2 I 2 ~ COUNTER _ 24" UPPER 24" UPPER 12" DWR HALF WALL STACK z .+ r r-T--� _ BELOW 36"UPP R 24" WINE E FI lµ � REF 1 WAINSCOATING F .. ._ _ - _ I - ', � - 21V CAB 24"CAB 17" PULL OUT 36" SINK CAB 24^DW 15" 15' DWR ` _Y' GARBAGE RECYCLE 36"6L -UPPER- 6 A 13 5 36"G ]UPPER 36"G UPPER KITCHEN 7 A-13 36" SINK CAB Es - : I _-_ _ _ _ 30"PANTRY 3a' STOVE MIC30" STOVE W/ROWAVE ABOVE 30"CAB 15"CAB 351 SIR BY �- -- - O E - 1 _ _- - ' �O' � - -i - -, CAB 36' UPPER JJ --- ; -- -- - BENCH SEAT o ° - o O O 36"LAB W/STORAGE 0 4'-0° 2'-0 BELOW --_ 12" DWR 24"REF NE 36" KCAB 3 ' :1B �5 �51UR(i'S P•O I ell - - E777-- /V, 029a y 3 DINING ROOM ELEVATION KITCHEN ELEVATION KITCHEN PLAN OF N SCALE1/2"=1'-a' 5 SCALE 1/r'=1•-a' REVISIONS 30 ER DINING ROOM BEYOND [3V PER 3a' MICpOWA i 36" REF. - 30" TRY — O 00 00 - 000 00 o DRAWN BY: AFAF ABDRABO - 2 - B - ECAB 2 DW l5" 16"DWR - _ CHECKED BY: CRAIG LM ' 6ARBAG ELYL STbCK Hai 30"STOVE 30 B _ SHEET TTLE . I - - - - ----- --- .. INTERIOR ELEVATIONS; KITCHEN ELEVATION KITCHEN ELEVATION El -E, TE ( 6 }SCALE lAa'=r m - 7 KITCHEN ELEVATION DINING ROOM, KITCHEN �J suLE: v2"=r-0 8 SCALE: PROJECT NO.: 2003/61 DATE: 10/30/2003 SCALE: 1/2'.1'—O' LEE ARCHITECTURE ]PC P.O. BOX 2193, -SAG HARBOR, NY-1196A PHONE: (631) 725-9468 FAX: (631) 725-7782, E-MAIL; LEEARCHTIDAOL.COM z o I ORESSIN6 ROOM BEYOND - •. ._ - -- -'_ WAIN$COATING ;0 WAINSCOATIN6 - - - - WAINSCOAnNG - i - O - __- .,. - - --._ - __ ,._, - IIT, Ltt - 7 - - - a MASTER BEDROOM ELEVATION 1 — MASTER BEDROOM ELEVATION Zi 0 a - A -- E o I m - M__ASTER BATH a r -- - -- - � CER TILE ZFM - ;,.I - LINE OF - - --_ v ABOVE . $�C1'LI6HT 5 MED CAB L —_. -- _ _.J SHOWER O - WA - 5 6 CD6t-C)(1 O - ' xN - _, - --- I m 1 I -- scOAnNo ' - -� , - - -- - --- - -- -- ----- - - --- -- -- - - - - -- -- -- RED ARCH 6 5tU RO T 1 S BEDROOM ELEVATION MASTER BEDROOM ELEVATION Fs F 2 scALE: i/z°a'-D" MASTER BATH PLAN ��' c *i Sr No 020x^ - �TF OF � I - REVISIONS I I I I 1 I � 1 O - -0 MED CAB MIRRIOR - I ' SHOWER - - - ` BEYOND i I 3 3 O O I OI O 4 I I O - I I O I 1 I II DRAWN BY: AFAF I ABORABO i I � o 1 1 � I P 1 I I 1 1 i 8° DWR 11 I I cNE ac cED BY.w I � i � G E21 CRA/ LEE CAB 27CA B O WC - - SNE - — ET nnE: A R BA MASTER TH ELEVATION INTERIOR MasTER Ar R R ELEVATIONS: B H ELEVATION N 5 MAS TER BATH ELEVATION SCALE /2 I O AS I 6 M TER BATH H ELEVATI _ ON LE /2 I 0 scaE. i/r_i .o• MASTER BEDROOM, A MASTER BATH PRI. NO.: 2003/01 DAIE - 10/30/2008 I II LEE ARCHITECTURE9 PC. P.O. BOX 2193, SAG HARBOR, NY 11963 .. PHONE: (631) 725-9468 FAX: (631) 725-7782 E-MAIL: LEEARCHT@AOL.COM ' SHELF W/NOSE SHELF W/NOSE I' A COVE EDGE A COVE EDGE Z - N POE OPEN TO MASTER ID CHROME L $ CHROME POLE BEDROOM BEYOND - EY 5 -- - -- EXISTG O E O O O BLT-IN DWRS BLT-IN DWRS 4 - - - N GROOM ELEVATION DRESSING F DRESSING ROOM ELEVATION DRESSING ROOM ELEVATION scALE. t/z"a'-a' 3 DRESSING ROOM ELEVATION scALE: /2 W-0, SCALE, V2'-1 0' oa H � Ax A � x � a (64 U "Eo AROy/ S'(ORG'ES rFC G C�, � J'T9 No Ozod„ y47 - J OF REVISIONS DRAMM Br AFAF ABORABO CHECKED BY: CRMO: LEE SHEET 11TLE INTERIOR ELEVATIONS: DRESSING ROOM PROJECT NO.: 2003/01 DATE, 10/30/2003 1 5 SCALE: LEE ARCHITECTURE. PC. y P:O, BOX 2193, SACT HARBOR, NY 11963 PHONE: (631) 725-9468 ELECTRICAL NOTES: ALL WIRING TO COMPLY WITH MASSACHUSETTS FAX: (631) 725-7782 STATE CODE ALL FIXTURE TO BE INSTALLED WITH LIGHT BULBS. E—MAIL: LEEARCHTQAOL.COM A RECESSED HI-HAT-HALO H7ICT W/INSULATED 0.G,HOUSING,WHITE BAFFLES. - HI-HATS TO BE ON DIMMER SWITCHES. - - - 1 B SLOPED CEILING HI-HATS-HALO H47T W/INSULATED CLC.HOU5ING, ALL HI-HATS ON DIMMER 5WITCHES,498 WHITE BAFFLE TRIM. 90 W PAR 3EL - - D CLG.MTD.FIXTURE SUPPLIED B.O.CONTRACTOR TO INSTALL EEXTERIOR WALL MTD LIGHT-PROVIDE JUNCTION BOX FIXTURE SUPPLIED BY OWNER CONTRACTOR TO INSTALL CEILING FAN-42"HUNTER"QUIET BREEZE" W/FOUR PADDLES IN WHITE F WITH 12"EXTENTION - H UNDER CAB.HALOGEN LIGHT-5°APART- SELF SWITCH AND WALL SWITCH / N NUTONE EXHAUST FAN IN WHITE. �/ M O P PENDANT FIXTURE-PROVIDE 7UNCTION BOX FIXTURE SUPPLIED BY , z OWNER CONTRACTOR TO INSTALL PH TELEPHONE - TV CABLE TELEVISION SH RECESSED SHOWER LIGHT-HALO H7ICT W/INSULATED CEILING HOUSING. ALBALITE LENS 17OPS. 60W A19. DECK CO CARBON MONOXIDE DETECTOR-AS PER CODE - 5 SMOKE DETECTORS-AS PER CODE. ENTRAP 1 T / 0 W T THERMOSTAT DINING ROOM j � � � �") y ' 14 WALLMTD-FIXTURE-PROVIDE JUNCTION BOX. FIXTURE SUPPLY BY OWNER W CONTRACTOR TO INSTALL s 6 — dD FLOOD LIGHT-PAIR IN WHITE O DW �W E CO LE py _ ! SWITCH-QUIET TYPE,WHITE ON WHITE . 43 THREE WAV SWITCHo EXISTG � yM - 44 FOUR WAY SWITCH KITCHEN / W EXISTG DEN - STOVE& �- O DIMMER SWITCH / REF sv 9 DUPLEX RECEPTACLE -9E EXTERIOR DUPLEX RECEPTACLE � SCREENE1)70'rCH SWITCHED DUPLEX RECEPTACLE P DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER O O' APPLIANCE OUTLET i SP 0. ' EXISTG BATH O SP SPEAKER LOCATION 1 - AUTOMATIC GARAGE DOOR OPENER W/LIGHT , \ � � �IJIE® AMCry/r �y �STui+c,•x,S tc� A EXISTG sO W ae rr' a LIVING ROOM y EXISTG BEDROOM OF C1 , jca REVISIONS EXISTG FRONT PORCH - UP i FIRST FLOOR ELECTRICAL PLAN DRA,YN BY: AFAF ABDRABO SCALE: 1/4"=1'-0" - CHECKED BY- CRAIG LEE SHEET TITLE: . 1ST FLOOR ELECTRICAL PLAN - - PROJECT NO.; 2003/01 DATE: 10/30/2003. _ �y SCALE .1 LE E ARC IT H ECT UItECS P ; it P.O: BOX 2193, SAG HARBOR, NY 11963 PHONE: (631) 725-9468' FAX: (631) 725-7782 E-MAIL; LEEARCHi7@AOL.COM i - I 1 - I 0 I DECK BELOW !rl ROOF BELOW - a' p z � o z . Eo 0-� / MASTER BATH CATH CLG /---O� ®///— 11�\ EXI5TG BATH a Q EXISTG LANDING - U s FS DECK I - -- - - - - -�.���.�` - ------ \~\ O / RESSING AREA =o EXISTG BEDROOM \\ CLG HT 8'-D" - 1 MASTER BEDROOM LATH CLG �y� CLOSET F `'� µED ARC BLT-IN DWRS ' S(l1RGf N��� _ I EXISTG BEDROOM I I - REVISIONS _ EXISTG FRONT PORCH SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4"=V-0" -0" DRAWN BY: AFAF ABDRABO . CHECKED B1C CRAIG LEE - 1 - - - .SHEET TITLE. _ i 2ND FLOOR ELECTRICAL PLAN PROJECT NO.:, 2003/91 If " GATE: 10/30/2003 GENERAL CONDITIONS LEE ARCHITECTURE, PC. 1 Owner is to;obtain and pay for all required building approvals and WINDOW SCHEDULE O O O permits. Contractor is responsible for all inspections lie(essmN to 3" ROOF VENTS SAO BOX AR OR, Coat the wail: SAG HARBOR, NY 11963 2. All work to be performed by licensed and insured ConO'aa tors and I Z `v _ cL sub-c1111 AI III"' ontra,tors. O Z �i,..,i,�i. nn „ cL �� ®� PHONE: (631) -7782 68 3 Cmntrutor muss carry General Liabiliq� Insurance riot \1 orLm nob � m S j;t ��, - � ¢ Compensation as specified by State mid Lot al laws. Z, OO O �� u..�.�.���,� I ,.tt.i ,�.ra,r" w � � FAX (631) 7'25-77$2 4, Work is [o he performed in a workmanlike aniikc manner 'y `a rt �t� - i �� 5. Site rs to be maintained It an orderly manner, left clean of debris 1 1,RL HUPl6 3'-p 1/8" 4'-8 7/8" ANLERSEN Tal 2!046 4005ERiES an<7 hromn clean upon completion. Contrarlor is responsible• kit E-MAIL: LECAPCHTu)AOL.GOM the removal of site debris. 400 SERIFS, NARROW i i 2"SLAV 2"SLAV 2-DBL HUMS 5'-3 15/10" n'-4 7'8" AnlUERSEN TW 2632-L � G Contractor shall verify all field conditions, dimension and MULLION 2" W�SHER I 3" WL 1, specifications and report any diccrepanues to the Architect be1'orr 2" 51✓IOWER� UBL Ht)NG 2 -101/8" 4'-91/4" AIJUERSE(J NARROI1NE 2846 2U0 SERIES proceeding Contractor shall provide the retie,qualrlp or qu.unitn O O O 3 of nnv drscrepancA - 4 LBL WING 2'-2 1/8" 4'-B 7/8" ANDFk5EN TW 2046 400 SERIES (� 7. Contractor is (o coordinate all mechanical, el ecureal and lighting work and report only dmerepancies to the rl((hdetr with arleyuate h gWNR16 2'-47/8" [ -47/8" FlFIUEk5EP1 AIN 251 4005ERIE5 -- z lime to develop alternatives ll 0 8 Al Ihilect is to approve partition Footprints before walls are E SKYLIGHT IOPEPANIE) 90-I/L" 39" VFLUX VSF '_04 FI_ECTRICAL OPERATTON condor,-ted 4 . All manufae hued malerridl to be applied, Installed used, mrd cleaned as direr(ed by the respective manufat turf, Contractor shall stand by manufacturer's gua'a tee. 2" .7jSNK 2" SINK 1 10. No eicsring structural or mcclnmtical elements shall be removed (�'� Z" DW unless notal end approve[! d'rovide proper shoring an rrquucd 1 I. All existing plumlong mid electrical servir e to be atlected Iry new construction Lite to he protected or e.apped and sealed z as required by code 12 Anv substitutions must be approved hr the Ourler "elan' proureding. lU Eact trade shall protect its work de ui mg clinatr I,florl .old are' of � O HOUSE TRAP damage to the work of other wades. 0 DOOR SCHEDULE �/ 4" WASTE TO SANITARY SYSTEM 14 Fath ,rade .shall cleat up premises of its own and other world A affected by its operation, E- m r,/ z WWW 15 'I he rontrael or shall guarani ec the work for al load one Afar from Z w Z Y dale of final Payment unless longer gu aranlces are gid rn fur � � S � � Ia � equipment or specifically called for in rhe Conti art C) a QD S a IL \Vorl< (hat proves feultY tonal be replaced rrrespedve til the z o # 3 z s � Architect's approval 17. The remises ore to be le(r secured at all times FXT PAJRFRENCHhOOk 6' 0" a' II" ANUEPSEN FWa6,ei1 C p �LIDI G 18 The existing sir Cattle and surfaces are to be let( waterlight and Ir PAITr Is W'IMPACI " " protected from weather by the Contractor throughout eonsuuClion. EXI PAL' FRENCH DOOR 5' 0" 6' tl" ANUERS`EN FWG 50611 a,515rnrl IL155 BAY AVE. The coutractor is responsible to repair am damage that rnuv r t r ur ♦♦♦04 ��04 In, him/her or Iva/her soh Loan'at [ors Report to m be made 3 FXT FPFNCI-I WOR -0" v'-8" AP1UEk5EN f WD 30011 OUTSWSI IG n prom pity �/ `�/ O O 4 it IT SWING WOR L -2" n 6" I3'F" MORGAN OR APPROVEL EW ALTERATIONS AND EXISTING CONDITIONS PROVIGE6IT 57 ALI A 5 PAIR 1PiT POCKET LOOK 5'-0" 6'-H" 1 3/8" MORGAN OR APOROVEL ECk UOOR LOCKS �4 � - 1 Do all ell tinganddimensions mrd elevations ions el the sv e. [War 2 Wi all cutting and patching by hand. FAIR INI POCKET LOOK 2' a, 6 -8" 1 3/8" MORGAN OR AokOVED 3 Where existing world is to be out, contractor shall pr little all shoring, needling bracing, wedging, and drypaa king and shall he responsible for the safety of the siruc hire cluring this operclan d The easy.,tar shall be required to repair and patch .rm ,as x that are offered or damaged during this operation. 5. The contractor is cautioned to make continuous observa(ionn of the existing structure during the per hareance of this war k. Should he become aware of any situations (]lot requu'e• fLrFlher investigation or stud) ( such as cracks in masour and pal tiliton% additional deflections, ell) Ire shall nosily (he enguueer. a FINISH SCHEDULE � N V GENERAL NOTES: ROOM FLOOR CEILING WALLS BASE TRIM CLC. TRIM PAINT CLP REMARKS ROOM WLFLUOR TO WAIUSCOAT1rav WA1r15COA11NG MATCHEXISTC 1 All work material and equipment shall be un accordance will' LtNTNG ROOM MATCH EXISTC the New York State Uniform Building Code, and the Nets York 5,'4"x4" MAI 106 Slate Energy Conservation Code, and local Authorities SCRCENED PORCH Ii EGIC1NG 'WAI145CJATING WAIrnC0ATIP16 I" QTR ROUND oc 2. All conerety shall be stone rzt;gregate with a mmimunn 2S days DECK 5/4"x4" MAHOG strength of 300 par DECKING 3 All lumber shall he grade stamped toughs structural grade :a MASTER:NELROOM WD FLOOR TO 117" GWB WAINSCOATIT6 MATCH EXISTC at better. MATCH EXISTC 4 Provide, double headers and trip mei s at all atm, and floor WD FLOOR TO opeallig. postsril aparallet partitions, except as noted ell IhRF55INf_, p00M I/2" 6W9 V2" GWB MAR'H EXI STG MATCH EXTSTC PED ARCyT drawings. MASTERBA HI CFG TILE I/2" C-WB wnu SCOnrtNG MAI OL EX191G .5. Bridging to be provided for adlymsls and floor herons. spaying � 5 F ten m exceed 8 0 feet, WD FLOOR TO EXlSId K] tCV-IEnI MA4iH EX75TG Q: U not r^ 6 All dimensions and grade conditions to be verified bt coat"-"rel MATCH EX1516 e prior to sum t of construction and ordering of materials This `fT No p2(nA fur foundation has been designed fill a soil hearing, erpaeity of two (2) tsf and grades less than ne,,. Citntracrar shall veldE \ that J� Xv Tr, STP OF NES these condition, are met. All fill beneath conerere slabs to be C-ARAGE ram par t ed Ih n } relative desr[ '. Cl9 ^ r All headers 6.0 it in length and over to be supported by double uprights All headers to be minimum of 2 2sS at as ehovin on drawings S Provide fire stopping at all level penetrations. 9 Provide flashing at all roof breaks, rhrmnevs, skvbghts eslcuoi os, windows, and decks etc IST FLOOR 10 Do not slide drawings. LIST OF DRAWING AbLTTION OPOSED f�E�S� ONS dor 11 Design consultants or record architect engineer me not responsible for the inspection, supervision, or administration A I OENER.AI. C'UNDI IIUXS. .S"fRUCI URAL NOTLS. ALTIlIRAt IOWS AND 7,2 of this construction project Federal state and lcal zoning I..NISI'ING CONDITIONS WINDOW d. DOUR SCHLDULEIS, I'I"NISII PkOP05�Gand building code compliance shall be the responsibrlitA' of 9CIIF.DUI.1n. GI.NI,P \L NOTES, LIST OF URA\\'I\GSthe contractor. UECI,' ALLiT[oN .A _ `..A'.5 CODI', DESIGN (2WILRI.A, WINDOWS OLAZI:D OpFNING INF'U,l2. 'Phis drawings is an instrument prepared to favibtaly NAILING Rhl2 _ HOLD LH1W'N N.. C'RI'I'I C'AL PATH DETAILS PROPOSEL onstruetion and shall not be construed as a contract IDU GA 3 FCIUNDA'CION I'LANjFIRST Ii LCIOR FI2AMI,VG PLAN, .,rORY STORY AUCTTIJPJ OUSE between builder and owner A + FII25'I' FLOOR UP:NIO WTION PLAN. 13. Sewage disposal system and fresh waver supply shall be N i SECOND FLOUR D 'N,101-11'ION PLAN designed arld built in accordance will) The Suffolk CnunpA !, T IRS'I' FLOUR PLAN. D'I'artment of Heath. A 7 SFCOND FI,OOIt PIAN 14. 'firs structure has been designed in accordance with [Ire A S SEC(1NU YI.00I2 FRANIING PLAN_ DINING RNI ROOF FRAMING PLAN EXT STG Ci ASPHALT New York State Cnergy conservation code \0 kr-)0F FRAMING PLAN ROOF PLAN DRIVEWAY 15 Engineer to be notihed in writing of all changes prior to A 10 D;ATERIOR EEE%ATIONS I and during construction. A 11 E\TP;RJUR ELtr,1'AI'IUNS. 1A. Electrical and Mechanical components Io be designed and A 12 BUILDING SECTIONS specified by other. A 13 INTERIORFLF%'NllONS DININGNOOM RffCNEN DRAWN BY: AFAF ABDRABO 17. All structural steel to be AS'I'M A36 with are coat epoxy A 14 INTERIOR I!LEV:A9 IUNS V1:AS'I'ER BEDRUONI. NIAS'I LR BATHpain, All fasteners to be ASTM A�325 halts, 3/4" Chance, E-I FIRS'1' 'Look F:LF,CIRICAL PIAN I'1 LI:CTR.ICAL NOTES. 0 18. Contractor shall obtain alt permits and Insurance necessary 1'' J SI'.CQND FLOUR ELP.CIRI('Al, 111,AN CHECKED BY: CRAIG LEE bi ill elect tine engineer and owner. OLD SALT ROAD 19. Do not backfill against foundation walls until floor sA stern SHEET TITLE: installation is complete 211 Provide carbon monoxide alarms on each level and in basement (rfapphcanm ble( Position ear entry frohouse Ia at,ached garaPLOT PLAN ge GENERAL NOTES mea 21 Smolce detectors required in each bedroom and on each level of SCALE; L`=310 -0- dwelling as required by New York State Budding Code - 22. Any alteration, repair, addition or conversion to an esis(ing dwelling requiring a building permit, now requires than all PRUJECT NO.: 20D3�01 sleeping rooms in the house be upgraded with hard wired /� it,interconnected smoke alarms. DATE: 03/02/2004 (.� — 1 23, The NYS Codes also apply to accessory stntearrc clesign f, 1 24. Garage doors to be rated for 120 mph amd load. J O LDG 1i'_PT TONna uF ),LJ COLD SCALE: AS NOTED FRAMING NOTES: LEE ARCI3ITECTURE2 P4. 1. All framing lutphcr shall be. grade stamped douglas Gr-larch structural JOINT DESCRIPTION NAIL SIZES NAIL SPACING - - grade H 2 or better. SIMP50N LSTA - 20 GAGE RIUCE P.O. BOX 2193, 2. .411 sheathing to be apo rated, exposure 1 5/8" min thickness or as noted RDDF FRAMING STRAP- ALL ROOF RAFTERS 3. All suhllooring to he spa rated sturd I floor. exposure 1 3/4" min thickness, Rafter to Top Plate (Toe-railed) 3 - Bd per rafter SAG HARBOR, NY 1 I963 All edges of plywood to be set on poild bloo)yng Glue and nrul phnvood Ceiling,joist to Top Plate(Toe-noded) 3 - Bd per joist ' sublloor to floor joists. Ceilingjoist to Parallel Rafter (Face-,wiled) 3 - 160 each it 2 x b EU @ EACH RAFTERS 4 All headers 6'-0" and over shall be supported with double upright%, 9'-U" J P \ IN LIEU OF 51RAP FAX: (0 (631 7 Ceding joist Laps over Partitions(Face-ended) 4 - 16d each lap and over with triple uprights. All header% shall he a minimum of 2 2x8 Cellar TIC to Rafter (Face rcided) 2 - Bd per,he FAX: (�i3I 1 725-7782 or as shown on drawings, 2 - Bd each end Blocking to Rafter, Too-ended) - S. Sobel Mocking shall ' provided for sh joists and floor beams as Per NYS Rim Board to Rafter (End-nailed) 2 - l6d each end ICE SHIELD unIGERLAYMcNT code or as noted ei 8' U" o c. min. Provide 2" spare• for au c.muq.uinn in roofs. REQUIRED E-MAIL: 1, SB'ARCHT((_�i,AOL,COM 6. double firmaing around all openings (Skylights, stairs, etc.) or as noted on WALL FRAMING HURRICANE BLIP TYPICAL drawings 7 IJouble up framing under rill posts and pill Ab el pariuons or as noted an Tap Plate to Top Plate (Face- nailed) 2 - ted per foot drrnumg%, Top Plate at Intersections(Face-nailed) 4 - 16d joint - each side AL IERNA TE POSITION OF 8. All flush wood connections shall he fastened -1111 sated ah:viized metal HURRICANE CLIP 115E g Stud to Stud (Fare - nailed) 2 - 16d 24" m c SIMPSON H3 I connectors by 'TECO' or approved equal All u'caled wood member- to hill" header to Header (Face - ,laded) 16d 16" o c along edges FF stainless steel eannertm•s, 2 - 16d z - 9. Nailing srhedrjle .%hall be as per the N}S Iiuilchng Cede as a minimum Top or Bottom Plate to stud (End - wiled) 2 - 16d per 2x4 stud NI 2x6 studs shall receive 5- lid nails ar sill and phare •%If exterior nails shall 2 - lad per 2x6 stud O be gatvmnzed. - per 2x8 stud (C JACK METAL STRAP 1 T Plywood sheathing to be nailed with 8d wads a+ 4" o.c. at excel Be edges and cul Bottom Plate to Floor joist, Bedrol stn Endjols 2 - lad N SACK P05T W/4- N nails tµ 12" o c at intermediate. or Blacking (Face - ended) per 'f oat SIIAPSON H2 HURRICANE Bit PROVIDE Ed COMMON NAILS NAILS @ 48" EFlC'11 END CLIP NAILED FROM RAFTER @ 4" OC Al"EXTERIOR ELSE TYPICAL 11 All interior and exterior fimshns Forshing and waregaonLng shall be by TO Sl UU TYP ALL RAFTERS OF ALL SHEATHING eantraclot FLOOR FRAMING 5- Sd NAILS EACH ENG 12. All roof rafter S shall be attached m the plate and stud wnh gdvaniied hill ncane type connectors by 'TECO' or approved equal Icor timber pile foundations pr Oxidic Joist to Sill, Top Plate or girder Toe -nailed 4 -Bd per Joist APA N 1 PLYWOOD TO -A ( ) P J EXTEND 10 FOP OF TOP 1� hurt intone clips at all perimeter joist to Put der eunneoljons B,,dgmg to Joist (Too-roiled) 2 Bd each end PLATE - 13 All pre-engineering lumber shall be Georgia Pardic (:PI Set ics Wood I-liermns Blocking to Joist (Toe- ended) 2 - Bd each end and LVL products or equal. .All joists, girders and header% shrill have beating Blocking to Sill or Top Plate (Too - resiled) 3 - 16d each black stiffeners installed as per manedacntrer% rcoommenlauon, Wall %Id'fener s %hall Ledger Strip to Beam(Face-resiled) 3 16d each jpist MSI 37 METAL STRAP be requited it all load and bearing points at a munnium. A sutgle 1 .3/4' Lb'L rent Joist on Ledger to Beam (toe nailed) 3 - Bd per joist G' JACK POST I shall be required at flair perimeters handling storage and crrotiun of Band Joist to Jmst (End-nailed) 3 lad per joist MST27 A 51 UUS ' Bend Joist to Sill an To Plate Toe nailed) 2 bid Per forst 4- Bd E140 - @ 4B" OC components shall be as per manufael urns recommendations P ( EACH EIJU - TYP 4-Bel NAILS A 14, it multiple LA/L products ro have 2 rows of 1/Y' dia. galwuuz"I machine bops TYPICAL W m 12" o.c. ROOF SHEATHING F 5tructuml Panels ed 4" o c. periryncter zone FLOOk JOIST r>1 other 6' a a edges of I Panel, 12" 0 c interior Dmganal Board Sheathing of Pool Q V x 6' or I" x 8" 2 Bd Pee sulpport HEADER 1" x l0" or wider 3 - 8d Per Support DOUBLE l OF PLATE � W PLVW OOb SHEA1 H1lJG TO OVER F.La' jGf P LAF BOX BEAM-lnP. NOl TOM pESIGN CRITERIA: SIMPSON MST27 CEILING SHEATHING z x 6 @16 o e scuts fA''h MET WIDE - 20 GAGE Giound snad - 45 Wind nLI speed I2(1 mill Gypsum Wallboard 7"edge / 10" field lr METAL STRAP @ 48" OC First level 40 psr sf 1 I Saimu drgn oalegry oII 5d MINIMUM owloLL Living areas - 40 psf.l.l Weathering Seuu.. h Bmlrooms 30 p,C4.1, Frost Bile depth Go" FLOOR SHEATHING S II:A1 0 T LJl, W Decks 40 p%f l I 'I•ennII %bal"iur to bcatT 4 rid NATE E 5l erbooa1 Panels 8d par joist [LT 13alronp riU psf.l 1. Dena} Se. Fiberb7 I Panels each end �f Ice shield undrrlm mem 1'rs WGAP � NAIL STRAP � fh�iy required / / 16` bd each end SIMP IDE MST27 - 25 / 32' Bd each black (4 4.g NAII 5)nkrlllNL SILL PLA t E AT AN, HOP 1 TRA WIGS - 20 GAGE METAL TOF OF FOUNDATION each joist STRAP @ 48" O C 12" FROM Gypsum Wallboard 5d per r fost BOLT EACH CORNER WRAPAROUND He,dboard ed per forst SILLPLATEPILL PLANOVI[jE TE (•' NAILS I N f0 SILL PLA TE Particleboard Panels ed per foot --- -- - Uiagonol Board Shandong r1AIl.SHEATHING TO SILL P,ATE WINDOWS-GLAZED OPENING: V x 6" o, Bd NAI' V x 8" 2 Bd FLOOR JOIST J 1" x d0" ar wider 3 Bd _5 @ 4" O C R� Far new c'ansiruetiml, estenar glr�ng must be proil"I'd via glrumg meenug WALL SHEATHING 2 #5 REBFlF' M 2 x 651LL PLATE [� the large missile test certification of cone 11 AS'I M 6 E 18807 anF.d ASr%1 11PP, Uv FlCq IREATEL 7 or via structural Shutters wild attachment haidw;u c Provided New mrut true Structural Panels located wdthin one (1) mile of the mean high Water must 11.11 glazing cunlnrming F or, lass 8d 6" edge / 12" field r data, than f' W8" x 12" AB @ HE O i to wind zone III, Missiles ArhnrJ in paragraph 6 0l dS'I'Ivl IS Iii ip) Glazing 9' lOd 6" edgy / 6" field SEE FOUnIDA TION Iv/ FENDER WASHER r onforming to nand zone Il. Missiles cin, be used at a dtsrence glealel then oil" Dmgonal Board Sheathing - OWL- FOR GFSICPI rile of coastline 1•' x 6" or 1" x 8' 2 - Bd per support Or protective panelsprovided for all arras i 1" x 10" or wider 3 Bd per Support SECTION ELEVATION A- Clear shield hurnaesne ` serurin panels (,81-.87 d(16f1 t Nailing requirements are based on wall sheathing nailed 6"on -center at the panel edge If Or H Quick guard storm pmnels -631-287-1330 wall sheathing is nailed 3" on - center at the panel edge to obtain higher shear capacities, SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" Panels to have _locations labeled on unit Panels to be provided w/,til nailing requirements for structural members shall be doubled,or alternate conrectars such hardware as shear plates,shall be used to rmmta,n the load path Protection de,ders to he in aceardaiwo will, Luge m,%srl test at AN'f61 L 1998 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ��aEO ARCti, and of ASTA1 1886 as noted in nes I v,idenunnl rode Panels m be uwti in 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I - led nail per foot ��\yPs g1URCF F�� arrordanee Wn 4th mauboamed spenflcons m uaG SC C � U Y Nq 020pT�JO� ATF OF NES a cl 0 0 x 6 STUD WALL PLYWOOD SHEATHING STRAP TO STUD LV/ 4-8d NAILS LSTA15- 20 CASE METAL STRAP @ 48" O C, 4 12" 2 x 6 TREATED FROM EACH CORNER REVISIONS. SILL PLATE WRAP AROUND SILL PL. PROVIDE 4- Bd NAILS Ps 10 10 P4 30 INTO SILL PLATE 1,12" EXPANSION - O 0 SEAL - NAIL SHEATHING TO SILL q q HIP ROOFS PLATE 8d NAILS @ 4" 0 C GABLE ROOFS 4" CONC SLAB W/ 6x6 #10/410 WW P,; 10 CRAVE 6"MIN BELOW PROVIDE B d COMMON NAILS TOP OF CONC q Cl q q @ 4" O C AT HIGH PRESSURE ZONE - 6" O C AT ALL OTHER PORTIONS OF ROOF- TYPICAL ir j 't 2- #5 REBAR A, CONTINUOUS r WATERPROOF ALL - - 48" SURFACES BELOW Z 5/8" GIA x 12" A B GRADE(TVP) DRAWN BY: AFAR ABDRABO @ 48" CC - TVP 10 P 4 45 PROVIDE 8 d NAILS @ 4" O C Al PERIMETR INTERIOR . 12" FROM EACH 2" x 4" KEYWAY M CHEF BY: CRAIG LEE PORTIONS OF PANELS IM1I HIGH PRESSURE ZONE CORNER W/FENDER WASHER IB%:6 PC FTG SET ON UNDISTURBED NOTE: 2 - #5 REBAR y� .• SOIL SET 36" BELOW O q q 0 CONTINUOUS GRAVE-MIN SHEET TITLE: 4 FT IN ALL CASES N.Y.S CODE DESIGN CRITERIA, WINDOWS— GABLE ROOFS GLAZED OPENING INFO., NAILING REO., 10 < P 4 45 HOLD DOWN dl: CRITICAL PATH DETAILS COMPONENT AND CLADDING PRESSURE ZONE SECTION GARAGE PROJECT NO.: 2003/01 SCALE: 3/,1 SCALE: 3/4"=1'-0" DATE: 03/02/2004 A— SCALE: AS NOTED LEE ARCHITECTURE, PC. P.O. BOX 2193, - SAG MARBOR, NY 11963 PIIONE: (631) 725-9468 FAX: (631 ) 725-7782 E-MAIL: LI EARCI-IT AOL.COM 27'-S" 5r-Or 7'-3, 5,-0" 10'-5" VERIFY IIJ FIELD JFRIFY IN FIELD z 24'-0... -a •-- - ------ P, xIb, f.y - ,'� SMP.RI V-_HIi I<'r�I2" vIE� F 5 B 5'-8" 5'-8" 7. 0" "v2' I,TI TING o _ A -0"",2 NE BELOtly Fury _Ka o uuEu — 1 2><A 7U �^ m Or_ I5l� " `L_ _j 2•H70SST5 talo" nE�� O -- 1 r :PEAIEAAr F� , 1 _ z B. 4 CRAWL SPACE q .JCT' 2" rd GAT SLAP ON W' SMART ',LN] A - •t1 -IkLL4 z .__ � = — _ = EXISTG CRAWL SPACE .�i z ;� •� LXLSTG CFLLAR III 414 �+ F41IRY moi-) 1� od 3 "PFR FE A•.XFSS 3 FC,k HFA TING LOC I S �O ,HF:K N•ARCH 0 W z 1T% FL If1 �II i4 rl' � H _ I ' Jb -- tl vJtptV � t"1 4-XI I,i51AN' a• y x D III I Al a p - _ �r ,H i , EoIDLL yU N III - _ - - Frl�Tnr,�eaLRDEc - - _ � cL1,_,E oFF F>'Isre t' I I - wlr.11,0•.1' On_IILNr IWCOHL BL'acr. EXISTG BASEMENT -Y VVATG EWATER TANK eTi PED ARCH to is e3' _ EKILEL O I� �oi� SSURCfs (� f " - ROI LEk C7 YG ( O� II U51I ' dnH S!Hr•Eu F- 9�' Q' =a s EXISTG UTILITY RMr� �'Tq No p'tpd Jo �� F EX.,,A METER 5' -8" _5'-8" 5' 8" 6" FK EC uAr1EL /J 4 17'-6" (/ REVISIONS FXISTG FRONT PORCH ABOVE UP DRAWN BY: AFAF ABDRABO FOUNDATION PLAN CHECKED BY: CRAIG LEE 5CA LE: I/4"=I'-0" LEGEND SHEET TITLE; FOUNDATION PLAN EXISTING CONC. BLOCK FOUNDATION TO REMAIN EXISTING CONC. BLOCK FOUNDATION TO BE REMOVED PROJECT NO.: 2003/01 — r— NEW CONC. BLOCK FOUNDATION DATE: 03/02/2004 A- 3 SCALE 1/4'-1'-0' LEE ARCHITECTURE PC. P.O. BOX 2193, SAG HARBOR, NY 11963 PHONE: (631) 725-9468 FAX: (631 ) 725-778' E-MAIL: LEEARCHTnAOL.COM ;4 O E ggg I I LTNING ROOM F.>I, Ak rr,lev I � Tl «u u � fNAfAfly �y IA Tim C 'J nii,lw .BVI (~ .rM114 F*l+h All 1P!'_ul II't e� i III KITCHEN ,A,I AI'PUAN, i FI'k ¢;lle,, 0 , 51 IT III rp �mruhlv111M1�, �. � 14--- �x�s�c �fsr t: —_ -- -- -- - -- - —J 1 rose emavu, — I I I EXISTG DEN {�—. �Ilt`7 f,Fl I LL -- ►� O _ - E SCREENF1) PORCH —�— EXISTG BATH co- )D ED AR OHi �5 StURGF �F EXISTC LI✓ING ROOM a x EXISTG BEDROOM OF NE� REVISIONS EXISTG FRONT PORCH FIRST FLOOR DEMOLITION PLAN UP PRAWN BY: AFAF ABDRAPO SCALE. 1/4°,1'-0° LEGEND CHECKED BY: CRAIG LEE EXISTING CONSTRUCTION SHEET 'TITLE: EXISTING CONSTRUCTION TO BE REMOVED ` NEW CONSTRUCTION 1ST FLOOR DEMOLITION PLAN. — PROJECT NO.: 2003/01 DATE: 03/02/2004 A- 4 SCALE 1/4'-1'-0' LEE ARCHITECTURE, PC. Y.O. BOX 2193, SAO HARBOR, NY 11963 PHONE: (631) 725-9468 FAX: (631) 725-7782 E-MAIL: LEEARCHT ), OL.COM z O a r----- V IROOI 0 I NOTE I [xisissurirokniuoci n gF REMOlGb I I H Z I I -------- -J ~ �i U ArAA5MP BATH OII i — EXISTG CJ ----�- --- I BATH - - -- 0 x U / VIII EXISTG LANUINC EXISTG BEDROOM ~� I DRCSc,ING AREA -- I III __— t_— � III MASTE6' BE VROOM - — <EtyED A)R? CLOSET �5P\G rIURQ,s lFOa e m - EXISTG BEDROOM o m a t 11 v AF OF NF..`N REVISIONS SECOND FLOOR DEMOLITION PLAN DRAWN BY: AFAF ABDRAPO SCALE 1i4"=1'-0" LEGENLI CHECKED BY: CRAIG LEE EXISTING CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED SHEET TITLE: NEW CONSTRUCTION 2ND FLOOR DEMOLITION PLAN PROJECT NO.; 2003/01 DATE: 03/02/2004 A- 5 SCALE: 1/4"-1'-0" LEE ARCHITECTURE PC, P.O. BOX 2193, SAG HARBOR, NY 11963 PHONE: (631) 725-9468 a-tp FAX: (631) 725-7782, F,-MAIL: I,EF,ARCHToAOL.COM 56'-B" 29'-0" 1 5'-0" L 7'-3" 5'-0" 10' -5" Iz VERIFY IN FIELD VERIFY IN FIELD 2xo 5TUG LORNER W FSTPAPPI�NC. �j OVEPLAP TOP PLA T P O3-: tra^ K 9 7R^ LVL HbR 1 TOPPLATE W p 4 0 O DECK _ DINING ROOM LC"KLNG 1V, 3116' IPACTNr Q - 5 �� w[)li,UiJR T n MA TC G-H EXIS TFo L O WAI NOCQA r I NP 111 42 AFF N EXISTC. CELLAk _:r- ENITPV — LCAR 0 aI INI n4 POr 16'-3" Ic UdT, r,Ra71 Fr;, I �IFk ..� U112 ANTl lniJv POWER BEAM -- -- _ 7�� E9d5Tb 91 l' A:1111ON) I)1wPO1VtR NPANI. NI UWIron-SIUTNF—4r KIT n 1 I MA �� �./ MnIIFXI T . ^^^✓III A-I1 A-11 d- -- EXISTG DEN -- 4'-0" 2' -0" -- IN11 OI `OFFITJ rOC VA51lINI v nPOVE "�� in S. IS W �rq M AHt H0,Y.n IVY hPAMF , PTI) nrhl! 111 -- N'�If I WA➢PISi in INC. �+ Ln m _4 :iC PAAII(IED PORCH O Ln N 5/4'�P' MAHt]GANY UP o+ hP kli,l, W'i3 1o' ,<vAr�Nn �n X EXISTG BATH A 4}�' txi srG VA �IiED AROH pp ,,6 CCA POST _ �hA gtUIR ASF WkAPPFl W' PkE-PRIMPo UP.HI EXISTG • r, W $ m P'"E I.rU Wi 11 IvnrN✓, LOATIN( LIVING ROOM N Y LP T9 No 02tip� �O? NOTE: sVz 1T2 ANITHorry Pow LEAN �¢" EXISTG BEDROOM � X 1- PROVIDE SIMPSON AC66 BASE + CAP CONNECTOR. 17'-6" �F 2- USE STAINLESS STEEL CONNECTORS 17'-6" + A FOR ALL EXTERIOR AREAS W/ TREATED WOOD EXIsrC- EXIST, REVISIONS EXISTG FRONT PORCH ® ❑ ❑ mi 1 A 10 Uv FIRST FLOOR PLAN DRAWN 9Y: AFAF ABDRA�O LEGEND CHECKED BY: CRAIG LEE EXISTING CONSTRUCTION SHEET TITLE: NEW CONSTRUCTION 1ST FLOOR PLAN PROJECT NIDI 2003/01 1/. 6 /' DATE: 03/02/2004 /� — SCALE: 1/4'-1'-0' 1 .�J LEE ARCHITECTURE, PC, P.O. BOX 2193, SAG HARBOR, NY 11963 PHONE: (631) 725-9468 FAX: (631) 7'25-7782 E-MAIL: LEEARCl-It ,AOL.COM z -- 0 4A'L DECK BELOW _ROOF BELOW 0 16'_6" -- 8' 3" 8' 3" 4'-0" 5' ER BATH o - ,— C M I I EX15TG olkc t lue Ba IH 6 � PL : Mf 1)CAP _ I„wLF ..__—.— xU cxle.r6 O C? O p l 17' -��� M 'PI P �” UI' vl I= lI _ p / Ifl - / FhISfP ^ �w EX15T6 LANDING FX1_-c- 'm DRESSING AREA w I i _ O dl! o O .vu fw����: J EXIST& BEDROOM -- _ _ MATT I <15Tv Exi5T0 vl O5 X I MASTER EDROOM .,(.z -71. Ian y���yEDAROh,l SUR 7 WL�rI- OR TO Ci El a,, Fp gnat 'II nlSiC' CLOSET U EXIST& BEDROOM 3„ 1001. EXE16 OF 0 91 :2ru�nsr N 5'-61' rel eIF 5'_6" 3'-3„ exlsr- Exisc- - 14'-3" REV1310N5 EXI5TG FRONT PORCH SECOND FLOOR PLAN SCALE' 1/4"c l'-0" LEGEND PRAWN BY: AFAR ABDRApO - CHECKED BY: CRAJG LEE EXI5TING CONSTRUCTION SHEET TITLE: _ NEW CONSTRUCTION 2ND FLOOR PLAN PROJECT NO.: 2003/01 DATE: 03/02/2004 A- 71 SCALE: LEE ARCHITECTURE PC.' P.O. BOX 2193, SAC, HARBOR, NY 11963 PHONE: (631) 725-9468 FAX: (631) 7'25-7781 E-MAIL: LF,EARCHT(T-PAOL.COM 4 o H p r F U�ln gMJgErEFs r � z� SERSS �L � W NG paU1, .r + J NlP RPF o P DECK z-2 W/I 3,'4" c9 STL PLATED/4 z-2xFIo W/1 3/4" x9 SIL PL E T : y� � 0 5H THING w/HURRICANE [LIPS AT '� 10 ALL FTEPI/PL AT COP JN EL TIONS ALL pAFTRS/PLATE CONNECTI is SBELUW WA[[ ABOVE EXISTG - �' KIl-CHEN I} [ry S F��11 - 11 7'B T,H/B60 FLOOR JOJI,@ 16" OC L- _ (� EXISTG DEN ' 3-LbL I'W SH/-IRhFq BEL�'W WALL ABI IVE lJ V 3-2.4 \ Pnal j u 11P O T 2 V F Y j- W li EXISTG BATH ro i J TUI 8 LL _ m _ P EPEO ARCy ' EXISTG \yt ,IURGF ATF, LIVING ROOM �� PSG s��m A n U � YJ LPl9 A,o 07oU� �t`r" I- is EXISTG BEDROOM rE OF Tl' � REVISIONS EXI5TG FRONT PORCH SECOND FLOOR FRAMING PLANFLOOR FRAMING PLAN UP SCALE: I/4".1 -0" DRAWN DY: AFAF ASDRADO CHECKED BY: CRAIG LEE SHEET TITLE: 2ND FLOOR FRAMING PLAN, DINING RM. ROOF FRAMING PLAN - PROJECT NO.: 2003/01 DATE: 03/02/2004 4 SCALE: 1/4'-1'-0' ,(� LEE ARC$ITEGTUI3E, pCT P.O. BOX 2193, ,SAO HARBOR, NY 11963 PHONE: (631) 725-9468 FAX: (631) 725-778 ' E-MAIL: LEEARCH n OL.COM E 4 DECK BELOW A ROOF BELOW I"1 t - 6�,rFSerp�F `ON�TZS CROO IS/G jE 5` OF Z.f6 r1 2- B z-e,a 1 EXISTG BATH mi ❑ c w o a � a - U 1 3;•f .Il -/i B' LVA STpIJCTIJGP RIUGE ' z<e CLOSET EXIST& BEDROOM I TO RSDGE w ' Fi u w ti. CLOSET - ED AROh, � o p ' �5p gTURRE TFC m G S x ri BLT4nl uwks EXISTG BEDROOM 2rtB kAFl EkS ' 2,B RAFTERS ROOFP@lo' OC P16" OC Jtl LAN r u�q TF OF NEA 2-2au POST TO RILGE ABOVE REVISIONS EXISTG FRONT PORCH DRAWN BY: AFAf ABDRAPO ROOF FRAMING PLANFRAMING PLAN 1 / CHECKEP BY: CRAIG LEE SCALE: 1/8"=1 -0" SHEET 717M ROOF FRAMING PLAN, ROOF PLAN - PROJECT NO.: 2003/01 DATE 03/02/2004 A- 9 _ SCALE: 1/4'-1'-0' ' LEE ARCHITECTURE, PC. P.O. BOX 2193, SAG HAI I3OR, NY 11963 PHONE: (631) 725-9468 FAX: (63 1) 725-7782 ASPHALT SHINGLES TO MATCH FXTJT6 OVER 30#FELT OVER 5%R-' COX EXT GRADE E-MAIL: I,H F ARCHT@tiAOL.COM NOTEPLYWD SHEATHING PRObIDE &RJSTALLNFW GUTTERG AND LFADERs f0 MATCH EXISTS SKYLIGHT WINDOW & EXISTC, RGOF DOOR HEAD ATRFs'Oe SHIIIGLFS TO M AI CH EX1 S FG p tD 1--IAL' bHV �XLE' ir -----� PTh RAMIE MAL HeXL`.1G U:FR3 =N : PTU WHITE r,FR 5, CD} EXT �RALF 414 LE Y.VU SHEAT1dNG MASTER SUITE _ 5/n"xh/4" 9PINpLES FTU WHT —A;� ALIGPI W'EXIST( O WIND 1�n & DOOR HEAD ro ❑ A /I O EXISTC, A HTH,-L F' - � C RM0S ^ _ _ _ ❑ �� ❑ ❑FINIJGW0 LGN T—QGn MATCV-FnT�L- — ]4LAk - 1"Al TL:f 1-4 �,. ,� I�Trn .+.o --�— I I I +-- r1.1—ti I I r—r.• s I I I I II I I I I I N•„L. 1 I I I I I I I I I I 1 I I O / ' _ ��o• • RE_.,I lc—ice 1 — ESOT IU-1� v TVPE TUBE 'J 1 1 M 2 PI: p, Flptp X= --}� 1 I I 1 I 1 I I I I 1 I I 6 2.1 6'-211 6'-5116'-1” 6'-1" 5'-11" 25' O" —r V SIDE ELEVATION U 1 SCALE: 1/4"=1'-0" RED ARe, W�\yT .I UR V S! a � U T A Lr�9 lE OF r# FKISTG RCmF _ I=xISTG RGOF IPJDOW�_ DOOR HEAD EXIST6 EXISTC, TO VA AHO ncLes REVISIONS - TMnICNVER30FFELT V OVEk 2"Lb>F/T GRALE PL{wG 5HEATHIrIF MASTER SUITE _ ALIGN W/EXISTG� ❑ � ❑ � ❑ ❑ ❑ WINDOW DOOR HEAD XIST ��!!��II - E%ISTG U O O C9 H ASBESTOS 9H111nLES m DINING ROOM TO MATCHEXI5TO DECK —ALIGN W/EXIST6�`— DRAWN BY: AFAF ABDRABO OVER 30 4 FELT _ e••.la••SMART vpr.IT CHECKED BY: CRAIG LEE WALL FouNDAnorI L� - WALL i SHEET TITLE: L_______1T-----------J, M a CONT rc„rOonnw—(—_ I I 2 SIDE ELEVATION) -` EXTERIOR ELEVATIONS SCALE: 1/4"=1'-0” NEW ADDITION PROJECT NO.: 2003/01 /� DATE: 03/02/2004 L! 1 1 SCALE: 1/4'-1'-0' 1 �. ...LLL CONT RIDOF VFW 3-2x16 RIUbE LEE ARCHITECTURE, PC. tq" p0' 4)"O '6" P.O. BOX 2193, aF SAO HARBOR, NY 11963 6"6 P.0. P30 FIB BATT IN$�IIL PI LONE: (631) 725-9468 FAX: (631.) 7�5-7782 CONTINUOUS 30FIVIT EMAIL: LEEARCH�'+,AOL.COM VENT AiINSET Se;REEN -" 3-9 12" LVL - -- z 0 O O O O 0 Le -- - > P U FIB BA 11 iNSIL 0 W AiNSCOATING _ FFFF"1111 2xB Ci A D J 2x8 JOIST,5 16" 0 C 1 k 3. •-I B BA TT 1 NbUl_ a 0C 2xc an ,LLL 32xB GIRDER A 3'4" ANCHOR A8. OC CRAWL SPACE r L GILL 11,150 ATTUN 4114O P B" 1 C )A CONC BI,GCK -- L" I^- RAT SLAH f-OUNpA TI OP�I NALI1 "-1 .'. �" SII 718 U L FXI3TG CHIMPIFV ' sikU(-TUBAL R[)GE A51HA:T'IM FIIA#I)F it r (� I I 2'-1Ve2D'x, )' „ PC FOO"R12G 12"n l6"CONT PC FIO JTB IC- z lxHRAFTFRp i=_' WOC Z DINING ROOM SECTION _ A CAIE v2"=1' D" _ 16 / VENT EXTSTG RI OF a __ _ � 2xlli HDR iii � IFi 501.11) BLOCKING- Very I 3-2..6 H)R RC FIB ASPHALT SHINGLES TO BA`1 1rL.Ui - I C'MATUH OVER 30#FELT OVER 112"CDX EXT GRADE - FULL HIOHT WAINSCO ATINS LRES SING 00M BFVOND MASTER BATH, MASTER BEDROOM /i WAINSCbA'fING - � WAINSCOAFINS '4" APA FATED PLVN'D M - SUBFLOOP GLUF•NAIL RED AR- k--10 FIB BATT INSU_ �5 510RGF I U lG S k �ryFt6 �11 7/8" T /560 FLOl R JOISTS ' 16"OC WEB ETIFFFNFR 9 1 2" TJI 292J fL00R,l OI QS @ 12'1 OC ZiF -ll 1iBLVI_ Y —_-- 3.111 718 _CL SOFFIT BEVOrJI, _T _ OF NN AO�/f E-1 SCREENED PORCH X15��VOIILIMGIEV REMSIONS 1 F O FXISTG LEx 3!4" QTR GNU FLUSH 3-2x8 GIRDER - FLUSH J-2xB 51R)FR 2xB CCA DECK J015T5 @ I6" OC FI-UFH'-2xB GIRUER FLUSH 3-2x8 GIRDER JOIST-HANGER JOIS FHANGER IOIBT HANGFR JOIST HANGFR JOIST HANGER JOIST HAN6FR DRAWW BY: AFAF ABDRABO I I 12^0 suNc ruse I- I I - I 12" q soNo TUBE I - I I - I Iz•0 nordo rust I - I I - I 1z°�soNo TUBE CHECKED BY: CRAIG LEE I I I I I I I I I I I I I I I SHEET TITLE: L — J L L _ J L _ J L _ J L — J L _ J BUILDING SECTION, DINING ROOM SECTION PROJECT NO.: 2003/01 DATE: 03/02/2004 A- 1 2 BUILDING SECTION 1. 1 scnLE v2^a'-o'• SCALE: 1/2'-1'-0' LEE ARCHITECTURE, PC. P.O. BOX 2193, SAG I(ARBOR, NY 11963 ELECTRICAL NOTE5: ALL WIRING TO COMPLY WITH MASSACHUSETTS PHONE: (631) 725-9-468 STATE CODE ALL FIXTURE TO BE INSTALLED WITH LIGHT BULBS FAX: (631) 715-7782 A RECE55ED HI-HAT- HALO 1-171CT WIINSULATEb CLG HOUSING, WHITE BAFFLES HI-HATS TO BE ON DIMMER SWITCHES E-MAIL: LEEARCHTa,AOL.COM B .SLOPEDCEILINGHI-HATS HALO H47T W.%TN5ULAIEDCLv HOUSING ALL HI-HATS ON DIMMED SWITCHES,498 WHITE BAFFLE TRIM 90 W PAR 36 D LLG.MTD FIXTURE SUPPLIED B O CONTRACTOR TO INSIALL E EXTERIOR WALL MID LIGHT- PROVIDE JUNCTION BOX FIXTURE SUPPLIED BY OWNER CONTRACTOR TO(NST ALL F CEILING FAN 42"HUNTER" QUIET BREEZE" W/FOUR PADDLES IN WHITE � _ WITH 12" EXTENTION O H UNDERCAB HALOGEN LIGHT-5" APART - 5ELFSAIIC'NANDWALLSWITC1, p N NU TONE CXHAU.J f FAN IN WHITE P PENDANT FIXTURE - PROVIDE .JUNCTION BOX FIXT'JRF SUPPLIFD BY — O OWNER CONTRACTOR TO INSTALL --- --'--- -- -- ---- -- /// —��� PH TELEPHONE ------ - --- ------ — ----- TV CABLE TELEVISION a 5H RECESSED SHOWER LIGHT- HALO H7[CT V/IhJ5JI,ATFD CEILTI`IG HOUSING 1 1 A ALBALITE LENS 170PS 6OW AI9 DECK CO CARBON MONOXIDE DETECTOR - AS PER CURE 5 SMOKE DETECTORS- AS PER CODE \ Y"r NTk, ENTRY T THERMOSTAT BELOW0 / DINING ROOM `J w WALL MTD FIXTURE- PRObIDE(UNCTION BOX TIXTURE 5UPPIv BA'OWN ����� / CATI, CLr-ER ---- —�" CONTRACTOR TO INSrpl.h au FLOODLIGHT- PAIR IN WHITE SWITCH TUVIFT TYPE.WHITE ON WHITE T,W EXISTG B THREE wav SWI rcu / �_ KITr_HEN -IT ii $4 FOUR WAY SWITCH �\ _-/-fR, -� ,/ >TUVE m \ I EXISTG LIEN W D DIMMER SWITCH � % A 1 I'g1 / �� -W DUPLEX RECEPTACLE 1\ / ' ' =@CE EXTERIOR DUPLEX RECEPTACLE J� (1 („1 / / O� -0- SWITCHED DUPLEX RECEPTACLE DUPLEX RECEPTACLE WITH GROUND FAULT iNTFRR'JPIER r �` / UP srl / SCREENED PORCH_ ) O O APPLIANCE OUTLET 1 O SP SPEAKER LOCATION EXISTG BATH oCCf I(JJ G AUT OMA TIC GARAC-E DOOk OPENER W/ HL,HT / 1 0RE0 ARCH EXI5TC6 C�S�XV 5'{URGFS`rF�� LIVING ROOM O Uw Fm 020 0 �/ EXISTG BEDROOM 9TF OF NE�y 1 —_ -- _ - - REVISIONS EXISTG FRONT PORCH �1 FIRST FLOOR ELECTRICAL PLAN UP SCALE 1/4"=1'-0" DRAWN BY: AFAF ABDRASO CHECKED BY: CRAIG LEE - SHEET TITLE: 1ST FLOOR ELECTRICAL PLAN PROJECT NO.: 2003/01 TT DATE: 03/02/2004 E _ SCALE: 1/4'-1'-0' LEE ARCHITECTURE, PC. P.O. 13OX 2193, SAG }[ARBOR, NY 11.963 PI EONF,: (631) 725-9468 I AX: (631 ) 725-7782 1,MAIL: LEEARCHTn,AOL.COM 4 W DECK BELOW A _ ROOF BELOW ) O E Lc c r, Z - I oD EXIST6 BATH /moi �J / MA5TER BATH O -CATH ('b' IA U O EXIST6 LANCING O „cr� `Y.1 EXIST6 BEDROOM 1, DRESSING AREA \ IIT= H 0" 0PE0ARCH T MASTER BEDROOM / CLOSET � ��y \GStuRGfs( , EXIST6 BEDROOM 7777777/777/77777777= No ozo� * r REVISIONS EXIST6 FRONT PORCH SECOND FLOOR ELECTRICAL PLAN DRAWN BY: AFAF ABDRABO CHECKED BY: CRAIG LEE SCALE; 1/4"=1'-0" SHEET PTLE: 2ND FLOOR ELECTRICAL PLAN PROJECT NO.: 2003/01 E- 2///''''''��� DATE: 03/02/2004 H _ ' J SCALE 1/4'-1'-0' f�