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30932-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31488 Date: 03/17/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 295 HARBOR RIVER RD ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 24 Block 2 Lot 8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 19, 2005 pursuant to which Building Permit No. 30932-Z dated FEBRUARY 1, 2005 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 & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN & MARTHA WATTS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2058559 03/07/06 PLUMBERS CERTIFICATION DATED 02/16/06 CUTCHOGUE EAST PLUMB&HEAT ""�L --xx /fth/ized/Signature Rev. 1/81 �I'Swo Dl'-�� �,• Form No.6 �.t _ U ' TOWN OF SOUTHOLD J BUILDING DEPARTMENT TOWN HALL W 17 . 765-1802 �PP:LICATION 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 (8-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 New Construction: Old or Pre-existing Building: —(check one) l Location of Property: Z�S^ �4 /L (il/!/c�L 4W, 0 �// House No. Street Handet Owner or Owners of Property: 'J"., ."14 Suffolk County Tax Map No 1000, Section #;_�5 `L7� Block � �i Lot Subdivision Filed Map. Lot: Permit No. 30 32— Date of Permit. Applicant: ISA l�tixe� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 2S plica t ignature ce � 3 � y$� 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. 30932 Z Date FEBRUARY 1, 2005 Permission is hereby granted to : JOHN & MARTHA WATTS BROOKLYN,NY 11201 for ADDITIONS AND ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR PER ZBA WITH FLOOD PERMIT. at premises located at _ 295 HARBOR RIVER RD ORIENT County Tax Map No. 473889 Section 024 Block 0002 Lot No. 008 pursuant to application dated NOVEMBER 19, 2005 and approved by the Building Inspector to expire on AUGUST 1 , 2006 . Fee $ 316 . 30 Aut oriz Signature ORIGINAL Rev. 5/8/02 NNN NN N�NN NNNNNNNN�lNNN NN NNNNNNNNNNNN901001 O 5 5 BY Tcc NEW YORK ARDOFFIRE UNDERWRITERS5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 ee5 5 CERTIFIES THAT cUpon the application of upon premises owned by 5 5 JIM SAGE ELEC. INC. JOHN WATTS 5 5 P.O. BOX 38 295 HARBOR RD e5 GREENPORT, NY 11944-0038, ORIENT, NY 11957 5 Located at 295 HARBOR RID ORIENT, NY 11957 �LS+ 5 Application Number: 2058559 Certificate Number: 2058559 5 e 5 Section: Block: Lot: Building Permit: 30932 BDC: ns11 �S Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 �5 First Floor,total reno,Attached Garage,Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 LJ' 7th March,2006. 5 5 Name QTY Rate Rating Circuit Tyne 5 5 Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide 55 Sensor 6 0 Smoke S SAppliances and Accessories C 5 Dish Washer 1 0 1.2 KW 5 5 Exhaust Fan 2 0 F.H.P. 5 5�j Pump Motor 1 0 1 H.P. 5 Furnace 1 0 Gas 5 5 5 Cooking Deck 1 0 30 Amps C5, Wiring and Devices 5 5 Outlet 37 0 Fixture 5 Fixture 37 0 Incandescent �5 SOutlet 63 0 General Purpose 5 5 Receptacle 38 0 General Purpose c5 Switch 30 0 General Purpose S 5 Dimmers 6 0 5 5 Lighting track 30 0 ft sea/ 5 Multi Outlet System 5 0 ft 5 5 Continued on Next Page I of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 O N NNN N N N N rJ�NN NNNNNN � Cel r� r� [i cJ [l� cP[f[f� [ftnrJ�[IcP rJ�cJ[!�rJ�r1cP[I�iJ� [IrJ[I�rJrPrJ� [![frJ@P[P 1 BY HIS ATE F COMPLIANCE THE 5 5 NEW YORK UNDERWRITERS5 O O 5 5 BUREAU OF ELECTRICITY e5 C5 40 FULTON STREET — NEW YORK, NY 10038 5 e7 CERTIFIES THAT 5 Upon the application of upon premises owned by 5. JIM SAGE ELEC. IINC. JOHN WATTS 5 S5 P.O. BOX 38 295 HARBOR RD �5 GREENPORT, NY 11944-0038, ORIENT, NY 11957 5 5 5 Located at 295 HARBOR RID ORIENT, NY 11957 5 Application Number: 2058559 Certificate Number: 2058559 C S Section: Block: Lot: Building Permit: 30932 BDC: ns11 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 �5 First Floor,total reno,Attached Garage,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 7th Day of March,2006. 5 5 5 Name 2 Rate Rating Circuit Type C5 Receptacle 1 0 20 amp Laundry CJ 5 Paddle Fan 1 0 5 55 GFCI Circuit Breaker 3 0 20 amp General Purpose 5 5 Receptacle 3 0 GFCI 5 Ij Service rj 5 1 Phase 3W Service Rating 200 Amperes 5 r7 Service Disconnect: 1 200 cb 1j Meters: ] 5 5 5 55 seal �7 5 2 of 2 55 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 D r�[I� N r PrJ� [n[n [I�[ra[rr31'[n[I� cn [TdJ'arJr�f�PacP O ,off 04 Town Hall, 53095 Main Road j = Fax (516) 765.12123 P. O. Box 1179 � Telephone (516) 765-1802 Southold, New Yonc 5 2971 !1 y�01 * app OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N / DATE:- Z � �tFj Building Permit No , ,.30Z-3 Owner: _ NJ 4-ITS (please/print) )- n Plumber: TaGY- GIS*v0 �U��/" (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead, i; lumbe s Signature ) r : ` SUSAN J.NAGY Notary Public State of New York No.4896735 Qualified in Suffolk County Sworn to before me this commission Expires May 20q -7t / day of �%%% Notary Public, J County � FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) - - - - � u -------------------------------- - - - - FOUNDATION(2ND) z v ° ROUGH FRAMING& PLUMBING - - - - -- - - - - d INSULATION PER N.Y. - y STATE ENERGY CODE ,Zy � FINAL 1 v ADDITIONAL COMMENTS 9 tv 1 0 � x ro r . +1J� JAUG 3 1 2005 , A M U E L S & } L____ V----jSj T E E L M R N Towhi '1F Sn:,}-:•fit August 29, 2005 Southold Town Building Department Town Hall Annex Southold, NY 11971 Re: WATTS RESIDENCE 100 Harbor River Road Orient, NY 11957 SCTM #1000-24-02-08 Building Permit#30392 Attn: Building Inspector I hereby certify that the new Bedroom Addition's lowest floor elevation is 7.8'. This elevation is the same as the existing house. Thank you, Samuels & Steelman Architects QF r:q,, y1 . 5T;, p' - r v # Nancy Steelman, R.A. �� I z 017953- AR ` ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631) 734-6407 - - 3oa 3.�- 1 . AUG 3 1 2oo5 ro V'' T E E L M A N r" August 29, 2005 Southold Town Building Department Town Hall Annex Southold, NY 11971 Re: WATTS RESIDENCE 100 Harbor River Road Orient, NY 11957 SCTM #1000-24-02-08 Building Permit#30392 Attn: Building Inspector I hereby certify that the piling foundation, concrete piers, framing, and hurricane strapping were installed in accordance with our drawings, good building practice, and the New York State Code. Thank you, Samuels & Steelman Architects h ' ,`s¢ Nancy Steelman, R.A. A ' z 017553-1 �FRf0 A ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 732, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ F AMING [ ] FINAL 7FIRREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. Aril DATE _ 1591"r O INSPECTOR ■■■■n ■■■■■■■■■■■■n■■■■■ ■■�:. ..gym■■■■■■■■■■■■■■■ �iMEMO i MI _ ■■■■■ eR■■■■■■EMINEE■■■■■■■ u"� vRIU ! ■N�l1� ■■■■■�i�ii■■■■■■■■■ Cie■■ �1■■■■■■■■■■■■■■■■■■ .. . Basement =9 .' �: � TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 295 VILLAGE DIST. SUB. LOT Tobin j M o rlAo HQrbo r River, /Z� 0e v -r �)Fsc, FORMER OWNER N E ACR. 3 1 f STYPE OF BUILDING pu �4 S F Waoe' r 14-0f N-1, 2 I'le r s tES. SEAS. oZ (a� VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 33 b d 0/ 6 3/ JS- BP o25/ Cin 4Ltera ;oh �.�,p Deeks, 3200 3 �ao (vlda zzooLZn 8 AGE BUILDING CONDITIO� C� 0 2 d�L� NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable I I iilable 2 n illable 3 Voodland iwampland FRONTAGE ON WATER �3 tf -Z'/ o o t 3`Zl/ 4 Srushland FRONTAGE ON ROAD louse Plot DEPTH BULKHEAD es 'otal DOCK gUFFO(,r- Albert J. Krupski,President �� C Town Hall James King,Vice-President h'Z Ty 53095 Route 25 Artie Foster O P.O.Box 1179 Ken Poliwoda W Southold, New York 11971-0959 Peggy A. Dickerson j. O`er Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 17, 2004 Nancy Steelman, R.A. Samuels & Steelman 25235 Main Rd. Cutchogue, NY 11935 RE: JOHN & MARTHA WATTS 295 HARBOR RIVER RD., ORIENT SCTM#24-2-8 Dear Ms. Steelman: The Southold Town Board of Trustees reviewed the site plan prepared by Nancy L. Steelman dated February 9, 2004 and determined the proposed additions and alterations to the existing dwelling and proposed boathouse to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. 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 place 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. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. z This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, t;?a Albert J. Krupski, Jr., President Board of Trustees AJK:Ims X08/27/2004 15:20 6317659064 ZBA PAGE 02 gUFFO(� APPEALS BOARD MEMBERS C Southold Town Hall Ruth D. Oliva,Chairwoman 53095 Main Road Gerardo Goehringer y� P.O.Box 1179 Lydia A,Thrtora j Southold,NY 11971-0959 Vincent Orlando a� Tel, (631) 765-1809 James Dinizio,Jr. �! 1xt '�� Fax(631) 765-9064 hq://southoldiown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 2, 2004 Application No. 5562—JOHN and MARTHA WATTS Property Location: 295 Harbor River Road, Orient CTM Parcel Id: 24-2-8 SEQRA DETERMINATION: The Zoning Boar of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACT / ESCRIPTION: The applicants' 32,564 sq. ft. parcel has 202.56 feet along State St et (a/k/a Skippers Lane), 170.03 feet along the north/east side property line, 134.27 feet along the bulkhead along Orient Harbor, and 229.51 feet along the rear property line. The lot is improved with a one-story frame dwelling as shown on the September 19, 2002 survey prepared by Joseph A. Ingegno, L.S. BASIS OF APPLICATION: Building Department's June 8, 2004, Notice of Disapproval, citing Code Sections 100-242 and 100-244, in its denial of a building permit application concerning proposed additions at less than 40 feet from the front lot line and less than 15 feet on a single side yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 15, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct an addition (new deck) which will be 12 feet from the side yard line and 35 feet from the front yard line, at its closest points, as shown on the June 14, 2004 site plan prepared by Samuels & Steelman, Architects. (Other proposed construction shown on the site plan were not disapproved in the Building Inspector's Notice dated June 8, 2004, and are not included in applicant's request for a variance.) REA$011SFOR BOARD ACTION: On the basis of testimony presented, materials submitted and persons inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicants desire to construct a new deck at the front of the dwelling on this lot, the largest in the immediate area and located at and of the street. Although the existing house is in a nonconforming location, withodt little or no setback from the side 27/2004 15:20 6317659064 ZBA PAGE 03 Page 2—August 2,2004 ZBA too.5582—John and Martha watts CTM 24.2-8 Zine, the new deck addition is proposed 12 feet in the opposite direction. The addition will not extend beyond the wings of the existing house. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling is existing in a nonconforming location, and will not extend beyond the wings of the existing house. 3. The,-Variance granted herein is not substantial, representing a three ft. reduction from the code requirer6rit for a 44 sq, ft. section of the deck at the front, and 17 sq. ft. section of the deck at the side. 4. The difficulty was self-created when the new construction was planned without conforming to the current Town Code requirements. 6. No evidence has been submitted to suggest that a variance in this community of single-family residences will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: in considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Oliva, and duly carried, to GRANT the variance as applied for, as shown on the June 14, 2004 site plan prepared by Samuels&Steelman, Architects. This actidoes not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. Vote of the Board-. Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted (5- 1Z Ruth D. Oliva, Chairwoman 8/4/04 Approved for Filing 72 2002 12 : 12 PM FR FFTW SUPPORT 212 681 3217 TO 916317346407 P New York State Department of Environmental Conservation Oiv[sion of Environmental permits 7M 219, Building 40-SUNY 'etvnY Brook, New York 11790.2356 T91�phone (0161444-0305 .^ncaimile (518) 444.0360 John P.0 CemmieN� LETTER OF NON-JURIOtlIOTION July 8, 1998 Mr. John Watts 295 Harbor River Road Orient:, NY 11957 Re; letter of non-jurisdiction for 295 Harbor River Road Orient, NY 11957 DECO 1-4738-02003/00001 Dear Mr. Watts; Eased on the information you have submItted, the New York State Department of Environmental Conservation has determined that: The property landward of the bulkhead greater than 100 ' in length, constructed prior to 9120/77 as shown on the ry a are, yyl and Son ori September 17, 1965, is beyond the jur edict on of Article 25 {Tidal Wetlands). . Therefore, in accordance with the current Tidal wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any 'kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 201 wide' construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter d9es-not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. \11 V ry ulY Yours, � 1k ohn `Wi n eYmit Admini,stra or cat The Document Service consulting Co. /file I vwlr yr NUU I HOLD BUILDING PERMIT APPLICATION CHECKI-R BUILDING DEPARTMENT Do you have or need the following,before applyin TOWN HALL Board of Health SOUTHOLD,NY 11971 • 3 sets of Building Plans TEL: (631)765-1801 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: Disapproved a/c ' Phone:J'S4—6*5 Expiration ng Spector Il APPLICATION FOR BUILDING PERMIT t 9 2004 j 2o—o-4-" ( INSTRUCTIONS ate 20 TTiis 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 and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,ho ing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (r re of applicant or name,if a corporation) rah . [ 1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land ,on/wwhich proposed work will e d ne: g 27�- 1C±�6c_ l y—:�, !' (0_/_U7 House Number Street Hamlet County Tax Map No. 1000 Section Block OZ Lot 08 Subdivision Filed Map No. Lot (Name) If 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �i�/�nG� b. Intended use and occupancyj��h� — -- 3. Nature of work(check which applicable): New Building Addition x, Alteration X Repair Removal_ Demolition Other Work �J (Description) 4. Estimated Cosy a d Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units _Number of dwelling units on each floor If garage, number of cars — 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 5/ ` Rear 5/ ` Depth ('61 Height / Number of Stories l Dimensions of same structure with alterations or additions: Front ! Rear SJ Depth 73 1 Height Number of Stories / 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 5ca�2 gib Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �tq-42 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES`NO X 14. Names of Owner of premise04,�e Address Rhone No. Name of Architect Address,45i Phone NoZ&4-640!' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES gA NO V. * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED". b. Is this property within 300 feet of a tidal wetland? * YES NOk�c 'd Tiz�fps * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTYOF being duly swom,deposes and says that(s)he is the applicant (Name of ndividuall (signing contract) above named, (S)He is the1-��C—t (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. Swo1�to before me this day of200 Notary Public gnature of Applicant PATRICIA RICHA ROS Notary Public, State of New York No. OIR16042467 Qualified in Suffolk County Commission Expires May 30, 2WR 0 to APPLICATION a PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SEC lQN 1• GENERAL PROVISIONS (APPLICANT to read and sivn): I. 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 content to the Local Administrator or his/her representative to make reasonable inspections required to,verify compliance. 8. I,THE APPLICANT';CERTIFY THAALL ST J�TMEN7 S HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO BEST O Y WLEDGE,TRUE AND ACCURATE. JJ (APPLICANT'S SIGNATURE DATE �T SECTION 2: PROPOSED DEVELOPMENT (To be completed by APPLICAtM NAME ADDRESS TELEPHONE APPLICANTVabat�� - Zj2:55 4�z6a"oc- 4 -440 BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify 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 the project location would be helpful- Zen elpful_ZA/r FDP(93) APPLICATION PAGE 2 OF 4 DESCRIPTION OF WORK (Check all apphcablc boxes) A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O�,/New Structure �I Residential LA Family) l0Additioo O Residential (More than 4 Family) >Alteration ❑ Non-residential (Floodproofmg? O Yes) O Relocation O Combined Use (Residential & Commercial) O Demolition O Manufactured (Mobile) Home (In Manu- • Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Construction O Subdivision (New or Expansion) O Individual Water or Sewer System O Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. Dated The. Proposed Development: O Is HQI located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: FL NGVD (MSL) O Unavailable O The proposed development is located in a floodway. FFM Pancl No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION a PAGE 3OF4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATORI The applicant must submit the documents checked below before the application can be processed: 0 A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and spccificatipns, including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the appbrnnt must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory Boodway will not result inany increase in the height of the 1110-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5• PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A.O Is B. 0 Is not in conformance with provisions of Local Law tR19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION a _ PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date:_ Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of COMDIian Ce is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement Cin Coastal High Hazard Areasbottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. 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 of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspectiou of the project to ensure compliance with the community's local law for Rood 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 comnleted by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE._ BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (01'N'NER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE 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 ) Permit Number REScheck Compliance Certificate Checked By/Date Nrw York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename:\\HAL\Office files\Common autocad files\ACTIVE PROJECTS\WATTS\Watts.rck PROJECT TITLE: Watts Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.19 DATE: 11/01/04 DATE OF PLANS: 11/04 PROJECT DESCRIPTION: Single story renovation and addition DESIGNER/CONTRACTOR: Samuels& Steelman Architects COMPLIANCE: Passes Maximum UA =89 Your Home UA =89 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R_Value V lue U cto UA Ceiling 1: Cathedral Ceiling(no attic) 214 30.0 0.0 7 Ceiling 2: Flat Ceiling or Scissor Truss 41 30.0 0.0 1 Wall 1: Wood Frame, 16"o.c. 576 19.0 0.0 28 Window 1: Wood Frame:Double Pane with Low-E 91 0.340 31 Door 1:Glass 18 0.610 11 Floor l: All-Wood Joist/Truss:Over Outside Air 214 21.0 0.0 9 Floor 2: All-Wood Joist/Truss:Over Unconditioned Space 41 21.0 0.0 2 Furnace l: Forced Hot Air, 78 AFUE 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 Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief,and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer' Date_��� REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Software Version 3.6 Release 1 DATE: 11/01/04 PROJECT TITLE: Watts Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling(no attic), R-30.0 cavity insulation Comments:_ [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments:_ Above-Grade Walls: [ ] I. Wall l: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: I Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors,describe features: 9 Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: Doors: [ ] I. Door l: Glass, U-factor: 0.610 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Outside Air,R-21.0 cavity insulation Comments: [ 1 2. Floor 2: All-Wood Joist/Truss:Over Unconditioned Space, R-21.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] I. Furnace l: Forced Hot Air,78 AFUE or higher Make and Model Number Air Leakage: [ ] Joints, penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R- [ 1 Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ 1 I All joints, seams, and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181 A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code,as applicable. ( Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table I. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating RunglIts CirculatingMains and Runoff Temperature( Fl Up to 1 Up to 1.25' 1.5"to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Pining System Types. $anile( F). 2" Runouts I" and Less 1.25'to 2" 2.5„to 4„ Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: )) 23 /04 APPLICANT: �� DATE SUBMITTED: ]]-/j7-/04 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: '1 , LOT: SUBDIVISION: ADDRESS:,� 9- �mg klleAT- Y: I0v1- ZONIN ISTRICT: CONFORMING? GBUR.DIrI,G PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP. -; /C/0-Z- , INFO;, BP-*' -Z/ C/0 Z- , INFO "/BP -Z%•C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE- Q. LOT COV. �V ACT. LOT COV REQ. FRONT 40 PROP. FRONT Q SIDE � � ACT. SIDE REQ. REAR Jj PROP. RE REQ. HE GRT PRQP. HEIGHT PROJECT DESCRIPTION: (kbps/A ESTIMATED PROJECT COST: I�JC� /ENGINEER: WATER FRONT? DESCRIPTION: t� PANEL # - FLOOD ZON BULKHEAD? �TIO� DISTANCE? APPRO OUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or N SEPT CERTIFICATION: Y or N NEW YORK STATE DEC: PRE-DEC 9/1!15 o`1 nJ� - DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: o1WQh Le: ftn- DTE /_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: or NO DTE: '6 /-!)L / l� PERMIT#: 6 TOWN PLAN. BOARD APPROVAL: YES old DTE: / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or�o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)&>r NO NOTES: FEE STRUCTURE: FOUNDATION: SF as v FIRST FLOOR: � p-4 ( SF 3 SECOND FLOOR: SF OTHER: SF WIT OTHER TOTAL TOTAL: SF FEE FEE FEE F��P2� 30 l 0) SF)- ( ) SF)=��SF X$ (3V =$ +$ SU +$ 1 oU =$ ( SF)- (SF)= SFX$ =$-+$-+$-=$ ( SF)- ( SF)= SFX$ =$ +$ +$ _ $ 3G FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design.Category:B Weathering: Severe..` Frost Depth: 36" Termite: M-* Decay: S Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC: Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) UNDERWRITERS GERTIFIGATI REQUIRED„ SITE DATA APPROVED AS NOTED PLUMBER CER IFICATION ON LEAD CON NT BEFORE SCTM # 1000-24-02-08 DATE:a 15 B.P.p .3043�2� CERTIFICATE FOCCUPANCY FEE: BVC• Ii1P SOLDER' ED IN WATER PROPERTY: 100 HARBOR RIVER ROAD NOTIFY BUILDING DEPARTMENT AT SUPPLYY 7EMCANNOT ADRESS ORIENT, NY. 11957 785-1802 8 A TO 4PM\FORTHE EXCEED2/i0 F1%LEAD, FOLLOWING INSPECTIONS: \ OWNER: JOHN AND MARTHA WATTS 1. FOUNDATION - TWO REQUIRED .......w. 2 PIERREPONT PLACE FOR POURED CONCRETE \\ BROOKLYN, NY. 11201 2. ROUGH - FRAMING & PLUMBING 3. INSULATION \ M *� COO) 4. FINAL - CONSTRUCTION MUST\ wD /N1�r, SITE AREA: 32,564.18 SQ. FT. = 0.748 ACRES BE COMPLETE FOR C.O. "4Ei" COMPLY WITH CHAPT TION ALL CONSTRUCTION SHALL MEET THE FLOOD DAMAGE PREY LOT COVERAGE: REQUIREMENTS OF THE CODES OF NEW SSOUTHOLO TOWN CO DE EXISTING: 2006 SF OR 10.6.1% u �Yy YORK STATE. NOT RESPONSIBLE FOR' %. TY PROPOSED: 3572 SF OR 10.9% IL DESIGN OR CONSTRUCTION ERRORS. sN N/OIFDryICAL gOCIE Q'O' c< s ���' PONOS NIST 170 0) o"I O ZONING: R-40 �j' N FIELD) z OYSTER (O VACANT OCCUPANCY OR °"° °sB ��� FLOOD: "AE"(EL.10) & "VE"(EL.11) CERTIFICATION. F WGDD a " o N W USE IS UNLAWFUL /„9/ N� ZONE Z NAILING &CONNEC I NS Z = WITHOUT CERTIFICATE I E°, O �F F Lo oN z SURVEYOR. EGNO 5i NEW GPS xAEtEH JOSEPH A ING RIVERHEAD, NY. 11901 OF OCCUPANCY o N P.O. BOX 1 Q Q Al L CONSTRUCTION SHALL \ �m2oLLg f °sc `B N � oiS W MEE THE REf]111REMENTSOFTH� RETAINS RM WATER RUNOFFKx EL°,HEylAy �c , I co CODES OF W YOFIK'($TgTE�, ;IC OFT HE 0 OCODEION 45-IOC "= �R M o 4v `OP E g?O�RQVg� "� v K °� z a LOCATION MAP o o 3 H t0 • NFJ�I �� A`'%�� PLUMBING DO NOT OCEED WITH E” `o FRAMING TILSURVEY Q ALL PLUMBING WASTE �� i &WATER LINES NEED OF FOUNDAT N LOCATION / I \ s s $ u Z TESTING BEFORE COVERING HAS BEEN A Ep-LL W /N �G� ) ;- "Ew sWATTS RESIDENCE DIV"S, 100 HARBOR RIVER ROAD UTIL TIN6 . �titi x i+ ^� >� O�"L,yoW. 6pr�T UTILITY �_® �_ i AV v7 \ aam, Fm POLE �� ° e^ �'� E COMPLY WITH ALL CODES OF � ° ORIENT, NY. 11957 oyypnW NEW YORK STATE & TOWN CODES W AS REQUIRED AND CONDITIONS OF x Z 8/alb SOL'THOLD TOWN ZBA �3as ,�a W /41/4 SOUTHOLDTOWNPLANNING BOARD � �D Vr, Aj1A SOUTHOLD TOWN TRUSTEES A44 N.Y.S.DEC A. r 0 J I �c) •(� • ♦ �� J'IM1 IYI'.I r{J IV rtl�n,iurt lbn. P'r L^�y�Ivu.IL R,Yt _.enOA LyµIIrnYNhu vY.�L1m. ' TEST HOLE DATA 5, �£ x�'�• (TEST HOLE DUO BY MGOCNALO GEOSCIENCE ON SEPTEMBER 9, 2002) . y (n0 Rt9s uNc z k `Op q "l °� �� c� �s u..I, swo • uHu (4, Q. •^ PoLE 7i VIx wRrn IX unF➢ vND M Lnw p \ } y eb WAIFA IN BMG xi y, s A \\ �q �Si x ] 9°N" WI J• F r ul 2 < S LL V �� UU NRT- IN -Nl SWP'PW GL • J g Fyq a 0 W c 1q •Ty )' O W. n U ui LnO � ' iy wAi[x w 6llawx nTO •� d ZONE AE (EL iD) tip'�u caxlsc sun wrtx 2ox CJAY£L sx M ,`n ZONE VE c�Ln r! • euL&L Z r5 5- W00° BUL'tHFAO re ;y Y WI1OL BULKS HC� HIGH WATEN NMK .LLDMG Nt'IDD BUIHHFAU 0 9 W A•�•' N ;29'S6'21 " W 134.27 j'I Std . ST.fti> Z 0179 R ORIENT HARBOR PR JE , 0317 DRAWN BY: RJB CHECKED BY: DATE: November 3, 2004 SCALE: 1" = 20'-0" SITE ITE PLAN SHEET TITLE: SCALE: 1" = 20' - 0" SITE PLAN I SHEET NO.: ISP BUILDING PERMIT ^I i B 8 e WY ° Z V � 0 w EXISTING GONG SLAB — AT GARAG Q _ Pw,"x RernWAeLe I.Arnce REPAIR exlSrlNb caNc. L PAS IN G%19nN6 OPQUN6 IN BLIC Fo"ATION WALL GONG. BLACK PO NDA OK -�-- I Q — a ~ W RBACATE EXISTING GAS / 1 v/ I, 1 TO OPPOSITE SIDE OF J / -__POINT LOAD AAN" VERIFY GARAGE --_ -- -- j H IN FOU IPA BEARING CAPACITY I Z _ IN POJNDATION WN1 AFb I EfUSnNG FOOTINGS Ali 3xiO U2059l IJD.---_ _-.�-. J Q� FOOI'INS OC.OW Fa GIRDER O �i III _a • E!XI5TIN& FOUNDATION WALL (TTP.) r _I f ~ -- a` Ir —POINT LOAD ABOVE.VERUPY I / I 6 R •LL ADEQUATE BEARING CAPACITY ' L T 13' 90NOTJBE FILLED N/ IN FOUNDATION WLL AAIV EXISTING 61RPM-- O CONAMM ON 2'x2W' LI-- FOOTING SIMM `•1 IZ I— . I NGS Lu OO•F�(5) D Z NOTE. DI6"N . m IN MRSA OF F----7EXIsTIN&61RDCl�n -6x6 ELOGK BETYMN �/R oAR EACH WAY — TOOTING. 9O SA iE N/ - otmA L W/(3)-3/0'COPTAGTW SA11� a711t W LOW GRADE GON(GRE7LMACHINE BOLTS. (TYP`J ° 1--- I -1 -(3)- 0/4' SIMPSON 0 1 - 7"YY r__ I 1 AGRYLIG Ties 6' EMBW O \ • _ a _ _ _J_ — - - -Jj�.5- - — - -^ �•L - — - — - INTO POUNDATION. hl'PJ _41xwxI'-6" THK. roA16GONwTE _ h i I FOOTING N/(4)-•3 RmAR EACH WAY / W R?AIR EXI�nNG GOFIG. \ w/ I--4' SQ P.G. MWMTA- TO BLDG, FOUNDATION WALL- `-4 / _ GIRD Tim / I ttax 1vE OF BEAM. Vol I i x10 LEDGER BD• - L-�J /�" (3)- 9/4' SIMP00N �I I O N011=: _ A4RYLIG Ties 6' I0' DIA. SONOTUBE FOOTI AT ExG ic�ATI! auoAno°K („�„ ; EX 15T I NG GRAViL 5Pf�GE , - Or STAIR MIN. 96' Be•OW F N. PIERS WITH ARGFNn!GT L__ J NM 3' RAT SLAB Cyl I WM. TOP aX COSTING TO p T 3' 1 [I p O I 51%OK FIN.GRADE. 0 PRIOR TO COVSTRUGnON f EXISTING FlREPLAGE - T, I LO �jN TAj EME POINT LOAD ABOVE. VERIFY (2)- S/4' SIMPGON in' o O'JO V r IN AP - F-ADBdJATE BEARING C-MAGITY ACRYLIC- Ties 6' B��BED I _ IN PO1NDAnON WALL AND (y. 0/4' SIMPSON INTO FOLROA11M("J III F -L J • u! 2 FOOTING IS OW ACRYLIC nes 6' EMOED 6x6 MOCK BE NVEN 6x6 BLOCK BETHM INTO FORIDATIOK ITYPJ 61RDW Kf2).0/6' 61RDB!WA31-0/G' I UQ Q• n 5•_�p^ MACHINE BOLTS. MYPJ ccNNVff .- - MAGNINE BOLTS. "J .-I 3x10 LED6ER BD.- -� -J -J• o '� a o EXISTNG 61ROBR \ / \� I 1/ II_ C7D W• o s w n - - I Q _ _ _._ j - -.- _I -.- 10'0 DIA. 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IROOP _________ NG{,�A,i lrU►UR®_____ ____ ___—____ �• }r _ _____ _ _ - rL W• i a 57TV1G7URE ("________ _ - Igig I j ---h8•FieIDGE-VEHF-- E N 2f ROOF rSONSRAFTERSTRI�C TION 16. OG WITH S/4• PLYWOOD SHEATHING VV ASPHALT SHINGLE T ROOF RMTC 4 EXISTJON 500 017953- 1 17953- _ L-----N G ------------- ----------� I — -- — — 'L ROOFING FELT PROVIDE DOW19P= THIS LOCATION I I I OJ r2c 7 No: 0317 PROVIDE DOW15PgIT THIS LOCATION BY: NS D 9 CEDAR TRELLIS Nrm SEE SEGn SEE MOMM ADDmaADVITIo NAL INFORMATION NOVEMBER 3, 2004 1/4" = 1' - 0" ROOFPLAN SHEET l'ITLE: SCALE: 114" = V -0" ROOF PLAN SHEET NO: '3 BUILDING PERMIT now I I HEM ALUM GLAD WINDOW FV S/4 X 4 CASINO IN HM OPEN10 EXIST. ASPHALT SNINIOLe ROMP TO rZKAIN TI FASC4A VV IX 4 Lu TO MATCH SLOPE OF TRIM $ IX 4 PREIZE Y EXISTING, DINING, RM. ROOF Q ---- EXISTING, ASPHALT ROOF `Q � W NEW BRICK CHIMNEY • I I I Z (SEE SECTION FOR 12 61/2 12 61/2 W ADD. INFO) - wA ® H- EXISTING, FASCIA TO REMAIN Q Q EXISTING, FASCIA TO REMAIN NEM05/4 AWM GLAD X 4 CASINO IN NE34 NOPBI'G, L Q S/4 W W/ _ EXISTING, "MOM TO REMAIN Q � I I I i EXISTING OARAOE DOOR --- ® ® ® - El 'A Q W ® O O © �X —__ EXISTING 510INO TO REMAIN Q j EXISTING, SIDING TO REMAIN HUI -- EXISTING FOUNDATION LATTICE PANEL AT EXIST. Z OPENING G' so C&VAlt ED REMOVE EXIST. WINDOWo� AND HEA ALUM CLAD uj NON ON DOOR SIDE- KNWA IN PROV(VIE PAST OPEN* i {j Q Z LITED IN NEV OPINNIO. NM ALUM GLAD WUDM � W_ NEW ENTRY POROH(5110 I�'lASINO ldl OPCI6 VV HEN 5/4 X SHEET �y SIT 0 X FOR ADD. INFO) Li NOTE, NM WD SHINSLES Q ON MCT WALT. O LIVING/ DINING, AREA ONLY WEST ELEVATION SCALE: 1/4" l' -O" as z- aN ¢• „ EXIST. ASPHALT SHUNOLE G E,!7 ;tIAIN (NYP. • ALL W J, E rc o z a D W. M EL/ RUDER Q'ERAN! - a n w r2 W• NE i ROOF ON 5/4' PLYWOOD K m NOTE. MATCH EXIST. ROOF PITCH AT TC44 ROOM ¢ ~• o + Vl N• 12 NEW ASPHALT SHINSLE5 (TO MAT EXIST) ON SCO BLDO. PAPER ON 61/2 EXISTING PASCiIA TO REMAIN 5/4' PLYWOOD SHEATHING,ON 2x10 ---- ROOP RAFTERS - I X 6 FASCIA MVALUM &JTT13i OF rm EXISTING, SHINHOLe TO REMAINFM S y ST'°F iO * z r <y NEI'/ ALUM CLAD WINDOWS ry - O O 5/4 X 4 CASINS, - - •fA�f h PROVIDE NEM CEDAR SHINOLE5 MV _.-__ - _ .� — EXISTING DOOR TO REMAIN +/- EXPOS.IRE ON 150 BLDG. PAPER - -- -- NO: — — ---- — 0317 E—EXISTING, POUNDATION eXISTTNG, STAIR To REMAIN NS GERM LATTICENS PILINO POUIOATIM PANE- W/LATTICE PAM" • Fi16H GEDM HAN DRA,IL REMOVE EXIOTIN6 WINDOML4 NOVEMBER 3, 2004 6' HIGH G®M SHIOYER ENCLOSURE 0REPRANE CRONIN"AS REO D FOR NEW VANDOMIS 1/4" = V-O" HEET 97LE: WEST EAST ELEVATION & EAST SCALE: 114" = 1' -o" E LEWATION SHEET NO: 4 BUIDING PERMIT IST. WINDOW TO REMAIN NEW CEDAR TRELLIS 12 PROVIDE NEW 2x4 R.R. ABOVE EXIST. INWE P SECTION FOR ADD. 5 1/2 EXIST. EXIST. RAKE TO REMAIN ROOF STRW, TURE W/ 3/4' PLYWOOD — EXISTING ROOF TO REMAIN SHEATHING Al ASPHALT ROOFING SHINGLES ON 300 BR LD6 PAPE - _ NEW ASPHALT SHINGLES (TO MATCH EXISTJ ON 300 BLO6 PAPER ON , 0 Lu 3/4' PLYWOOD SHEATHING ON 2x10 EXIST, ASPHALT SHINGLE --____ —_ - ROOF RAFTERS 'A ROOF TO REMAIN o Z W EXIST. FASICA TO REMAIN NEA I X 6 FASCIA L Z EXISTING WINDOWS TO REMAIN Q NEW ALUM GLAD WINDOWS Q — 5/4 x 4 CASING _ W _ -- --- -- NEN SHINGLE 6 ON 1 50 EXISTING SHINGLE TO REMAIN `—'-— - -- — BUILDINNG PAPER OON N 5 5/6' SHEATHING Z uj _ -_ -. __. O �- EXISTING FOUNDATION if= # Z EX15T. GRADE O 4' X 9• GAGED PILASTER CEDAR LATTICE AT EACH SIDE PANEL 9' SO CEDAR CASED NEW PILING FOUNDATION NEW FRENCH DOORS COLUMN W/ LATTICE PANELS Q IN 2 LOCATIONS W/ EXIST. SHINGLES TO 5/4 X 4 CASINO (rr1J O REMAIN - PATCH A9 REQUIRED FOR NEW OPENINGS Z az SOUTH ELEVATION W SCALE: 1/4" = V -0" O PROVIDE NEN 2x4 R.R ABOVE EXIST. ot! Z. ROOF STRUCTURE w/ 3/4' PLYWOOD SHEATHING A/ ASPHALT ROOFING , SHINGI-EG ON 300 BLDG. PAPER. N Q• m EXISTING RAKE TO REMAIN PROVIDE B'RID61D INSULATION BETVAMN RAFTERS ONLY AT HEATED 12 ® SPACE W J a z 6 51/2 EXIST ® - - "- NEN BRICK CHIMNEY ,7 W• u uI n (SEE PETAL FOR ADD IwOJ W EXIST, ASPHALT SHINGLE — Q F• uo ROOF TO REMAIN EXIST. ASPHALT SHINGLE W) (1)' - - - --- - ROOF TO REMAIN (TYPICAL) WIT EXISTING FASCIA TO REMAIN EXISTING FASCIA 9 GUTTER AND GUTTER TO REMAIN _ ,- _ TO REMAIN NEN ALUM GLAD WINDOWS ® VV 5/4 X 4 CASING T ---- EXISTING WINDOYLS TO REMAIN EXISTING SHINGLES TO REMAIN -- k�`�• ------ -- - 17953-! - - -- ---- -- - �!D A • EXISTING FOUNDATION EXISTING FOUNDATION EXISTING FOUNDATION C O• _ 0317 W By: NS PROVIDE REMOVABLE LATTICE REPAIR EXISTING GONG. PANEL IN EXISTING OPENING IN EXISTING WOOD STAIR ELK. FOUNDATION WALL COPIC. P.LOCK FOUNDATION TO REMAIN NS `• RELOCATE EXIST. WINPOW FROM SO M EAST 19EDROOM NOVEMBER 3, 2004 INTO PEN FRAMED OPENING PROVIDE NBN TILT PACK REPLACEMENT KNDOW BY 1/4" MARVIN TO MATCH EXIST � SHEET TITLE: NDOHS NORTH ELEVATION NORTH SCALE: 1/4" = V -0" & SOUTH ELEVATIONS SHEET NO: a v N_ 1 V O BUILDING PERMIT PROVIDE ASPHALT ROOFING 2x6 COLLAR TIE m 48" O/C. SET SHINGLES ON 50* BLDG. PAPER BETWEEN (2)-2x10 R.R. PACK ON 5/4" PLYWOOD SHEATHNG ON OUT COLLAR TIE w/ 2x6 2x10 R.R. AT 16" O/C. MATCH PITCH MATERIAL R ONE SIDE AND AT SITTING RM ID6E VENT GLAD w/ Ix. EXISTING ROOF TO REMAIN. 12 61/2, PROVIDE HURRICANE CLIPS PROVIDE R-50 BATT (TYP.) INSULATION NEW R-30 BATT INSUL EXIST. ATTIC CUT RAFTER TO ALIGN WITH ALL FASCIA BOARDS THIS IX 6 FASCIA W/ ALUM GUTTER AREA. EXIST. FASCIA < SOFFIT yy BEADED BD PANELING TOP PLATE W �[ TO REMAIN OVER I/2" GW/YP. BD. BEADED BOARD SOFFIT 0 EXISTIN6 WD RAILING (SEE SPEC.) NEW MASTER CONT. VENT EXIST. SHINGLE 51DIN6 in BEDROOM BEDROOM + V) 3 TO REMAIN X 5/4 X 4 MAH06ANY - Z W NEW 1/2" GYP. BD DECKING I/2" GYP BD �1 0 Z AT ALL Q CEILINGS LLS d R-19 BATT INSUL. EXIST. F.J. A/R-14q BATT IR FLOORING D Q INSUL. NEW R-IS BATT ON VAPOR BARRIER Q INSUL AT ALL WALLS 2 X 6 STUDS � Ib" O.G. � EXISTIN6 FOUNDATION 2X 10 F.J. m Ib" OG W/ 5/6" PLYWOOD SHEATHING Q EXI5T. WD FLOORING W/ 3/4" PLYWOOD W/ 15* BUILDING PAPER 8 SUSFLOOR TOP OF SUBFL WOOD SHINGLE SIDING Z W 1 � � 2x10 DECK JOISTS b Ib" OIC. ui EXISTIN6 CRAWL SPACE NEW CRAWL SPACE 2 - 5 X 12 PTL. 61RDER5 Z �,� 1/2" P.T.L. PLYWOOD TO O ~ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �� UNDER 510E OF FLOOR j i // // /\//\//\//\//\//\//\//\//\//\ / //\//\//\//\//\//\//\//\//\ //\//\//\//\//\//\//\//\// //\//\//\ STRUCTURE Q /\\ /\\/\\/\\/\\/\\ \/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\/\\/\ 10 INCH DIA. PILES AS PER Z SPEC.'S. LLJW PROVIDE NEW 2x4 R.R. ABOVE q BUILDING SECTION EXIST. ROOF STRUCTURE w/ SCALE: 3/8" = 1' -0" 3/4" PLYWOOD SHEATHING w/ ASPHALT ROOFING SHINOLE5 ON 50* BLDG. PAPER . PROVIDE 5"RIDGID INSULATION NEW (2)-2x6 COLLAR TIES TO BETWEEN RAFTERS SANDWICH R.R. w/ (1)-3/4" M.B. CONNECTOR (UNCASED) NEW 2x4 FRAME CHASE TO PROVIDE BATT INSUL. ON TOP OF ACCOMMODATE NEW PREFAB OPEN ROOF RAFTERS EXISTIN6 ROOF. Z FIREPLACE AND SMOKE PIPE W EXPOSED T46 w Q• SHEATHING PAINTED ASPHALT OF FR MIIN6t A5 PER SPEC.'S. �. LINSJL BER MEMBRANE w �. EXI5T. SHEATHING PROVIDE R-50 BATT M w. 2INSULATION IN CEILIN65 EXI5T. ROOF FRAMING BATT - - (TYP) w•AND ASPHALT SHIN6LE5 PROVIDE I%10 TRIM BD. AT EDGE OF ATT1G EXIST. FASCIA d GUTTER 5 SOFFIT. (ALL WALLS) w y. veyyyyyyyyyyyyyyyyyyyyypnffyyyyy BUILD OUT SOFFIT TO DIMENSION NENV 1/2" GYP BD SHOWN BUILT WITH 2x4 STRUCTURE (5)-2x8 w/ (2)5/4"x-i" AND GLAD w/ GYP. BOARD EXIST. STUD WALL STL. PLTS. 2'-4" EXISTIN6 EXIST. SHINGLE SIDING �EOF r/ EXIST. SHINGLE SIDING EXISTIN6 6ARA6E EXISTIN6 SITTI 6 AREA 5�� ST,7 yip ALI16N SOFFIT WITH _ VERI HALL WALL LIVIN6/DININ6 'r AREAr ALL EXIST. FINISHES PROVIDE 5/8 ' TYPE X TO R MAIN NEW R-14 BATT INSUL. 03795 -1 4 GYP. BD. THIS WALL PROVIDE 1/2" TYPE "X" LINE OF COL (TYP. AT FIRST. FLOOR) F GYP. 50. TO PARTING BEYOND qEU R WALL AT 6ARA6E NEyy WD FLOORING OM EXIST. SUBFLOOR ROJ NO. EXISTIN6 6RADE EXIST. SLAB DRAWN Br': NEW 4'x4'xl'-6" THK. POURED GONG. NS FOOTING REINFORCED w/ (4)-*5 REBAR ° EXI5T. GRADE CHECKED BY: NS \ \ \ \ \ \\ \ \ \ \ \ EA. WAY w/ ]' SO. P.G. PEDESTAL TO °';� i EXISTIN6 EXIS IN6 ��//�//�• /\/\/ /\/\/\/\/\/\ BOTTOM OP COLUMN ABOVE. 4 tib' CRAWL SPACE CRAWL SPACE pATE,,. \/\\/ / / / / NVVEMBER3, 200 /\/\ F .•..r,,,.rr��,:a• \ \\\ \\\\\\� SCALE: / / / / / / / / / / / / in .,•K4 .,,.' / / / / 318"= 1._0.1 / SHEET TITLE: \\/\\ \\/\\/\\/ VERIFY GROUND CONDITION, BUILDING VERIFY ADEQUATE BEARING IF REQUIRED REMOVE 506 EXIST. FOUNDATION (TYP.) SECTIONS CAPACITY OF EXISTIN6 AND REPLACE w/ LOW GRADE FOOTINGS FOR POINT LOADS GONG. OR COMPACTED SAND. VERIFY ADEQlUATE BEARING INDICATED ON FLOOR PLANS CAPACITY OF' EXISTIN6 FROM ABOVE (�B BUILDING SECTION FOOTI N65 FOR POINT LOADS SHEET NO: 38 " INDICATED ON FLOOR PLANS FROM ABOVE a 0 e A o, r m BUILDING PERMIT I II i � Ifs ;•t'`� 2x2 $0. CEDAR BOARDS 24" O/C. - 2x4 CEDAR AT 24" O -- /G. 3x6 CEDAR TRELLIS BEAMS AT S-b" OIC. — 3" VENT 6x10 CEDAR GIRDER — — — (3)-2x6 PTL POST PACKED OUT AND CASED w/CEDAR TO W so. FINISHED DIMENSION PROVIDE _ METAL STRAFa5 AT TOP AND 3x10 CEDAR LEDSER 1-1/2" VENT -- 11 — 1-1/2" VENT -I/2" VENT BOTTOM. (TYFJ --- ------ - FASTENED TO HOUSE w/ 5/6" �- LAO BOLTS RLOCESWIP AND r I i _T Y PLUGSED. PROVIDE 2X10 TYPICAL RAILING SEE DETAIL CEDAR SPACER 15LOCKINS TO FOUNDATION WALL _ W0 MAHOGANY TREADS w/ SOLID ALLOW AIR TO FLOW BEHIND PAINTED RISERS ON PTL STINGERS - LEDGER. STRUCTURE EXISTINC 3" FRESH AIR VENT I i I i I I i I Z 0 NEW 10" DIA. SONOTUBE POOTINSS AT \ 5/4x4 MAHOGANY DECKING I I I I I I O W END OF STAIR MIN. 36 BELOW FIN. I I I I F W Z 6RADLO. TOP OF FOOTING TO BE AT 2" \ I 0 BELOW FIN. GRADE. - ---- 2" WASTE LINE Q \` 4" G.i. r 3.. WASTE-- 3° WASTE LINE--/ Z = fn EXIST. FOUNDATION 3 WASTE- Q ~ W /\/\/\/ /\/ ' / /\/\/\/ /\/\/\/ c0 O 2x10 M. DECK JOISTS AT 16" /\\/j\\/j\\ \\//\\/ \// /\\//\\//\\//\\ \\//\\//\\//\\// Z F— O/C. - -- — - -- -- ��y\ / , //\i,\i/\i/\i/\i,\i/\i\i _-------_----- PLUMBING RISER DIAGRAM o \ \ \ \ \i\/ / /i / NTS (2)-6x12 BIRDER / \\ \\ \ \ \ \ \\/\\/\\/\\/\\/\\/\\/\\�\\/\\/ > Io" DIA. �i/ / \//\//\//\//\//\/////i/i/i/\//\//\ PENN z \/ /;\ ~ z I z \,�\\i\\\i\\\i\\\r�\\•/\\/\/� PROVIDE NEW 2x4 R.R. ABOVE D BUILDING SECTIO N O EXIST. ROOF STRUGTURC w/ 5/4" PLYWOOD SHATHINS w/ SCALE: 3/8" = 1' -O" ASPHALT ROOPING SHINGLES ON 300 BLDG. PAPER. PROVIDE 3"RIDGID INSULATION BETWEEN RAFTERS. STRAP EACH RAFTER OVER RIVGE 5 PER GODS. --- - ---- - - - ----------- ;_ -- - - - - - ----EXISTINS ROOFINS AND STRUCTURE TO REMAIN STL. x10 w IR0I/b"xh - - - - - PROVIDE HURRICANE CLIPS AS BTL. PLT. GIRDER - - - / � - - - (2)-2xb COLLAR TIES TO - -- - - - - - -- ---- PER GODS.RUBBER MEMBRANE ROOFING ON otl SANDWICH R.R. w/ (I)-3/4" MB. 40NNEGTOR 3/4" FLYWOOD SHEATHING ON 2x8 J� .c• - - - / 1/ ROOF RAFTERS AT Ib" O/C. o NEW ASPHALT SHINGLES I / - - --1 X b FASCIA BOARD TO w - 30N BLDS. PAPER ON 3/4" P % ALIEN w/ EXISTINS m' LYWD. SHEATHING ON � 2xb R.R. - - - /- EW. e5a % x 2'BANDINS w/ 3/6" RADIUS AT —EXIST. WINDOW % EXIST. BOOP 7u) Co. u a CEDAR SIDING ON 15# ATTIC / BEYOND R- 19 BATT INSUL BLIPS. P 2 +/_ - --- - BEADED BD SOFFIT W/ PLYWOOD�SHEATH5NG .. ....- -__ -_-_ CONT. VENT - ---- -- / / ON 2x4 PRAMS I X 10 TRIM By / - /� ti�SEOF M;Kr (°3)-2x8 PTL POST DEAD BD. 1/2" SYP By CLO-i NEW 2xb FRAME WALL w/R-141 PACKED OUT AND ANEL OU _ - -_-. , _ OVE MOULDING (TYP) (2)-2x10 BATT INSUL. w/ CEDAR SHINGLES * z !Z CASED w/CEDAR TO 9° R-15 BATT INSUL- �� \ $0. FINISHED DIMENSION H w/ b" f/- EXPOSURE ON 151E BLDS. (SOUND) -2 PROVIDE METAL R- I BATT --� - ---- PAPER C 17953- AD BD. PANEL EXISTING _ �s STRAPS AT TOP AND N UNDERSIDE OF EXIST. L I V I N6/D I N I N6 KITCHEN NEW I L %-- - NEW 5/4 x4 MAHOGANY CLOCKING FA£D R• BEDROOM AUNDRYF o BOTTOM. (1YPJ - R FORMER BEDROOM r NEW ON 2x10 PTL DECK JOIST • Ib"OG 2x10 PTL CLOCK ?`REf� HALL JOISTS AT Ib" O/C. w/ - NEW WOOD RAILIN¢ R NO" 0317 3'4x4 MAHOGANY NEW R 5 BA DRAWN BY: DECKINS. INSUL. i SOUND NO i 2X12 Fj. RJB IN NEW STUD WALL 0 I OC �� CHECKED BY: NS DATE: NOVEMBEFt 3 200 NEW WD FLOORINS OVER R-I� BATT INSUL EXIST. CRAWL SPACE - - LATTIGLO PANEL SCALE: \%\\j\\j\ EXISTING SUBPLOOR LOXISTINO FLOOR STRUGTURLO TO I I 3/8" =,1'-0" REMAIN. SHEET TITLE:IN/Z ' EXIST. FOUNDATION \ BUILDING � / N. / / �' / / f/ // f/ �// SECTION & 12" DIA coNG.— —�\j� \\\\\��\\.�\. \\ \\f\\/\\f\\f\\f - ;.; : ;: .. \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\f\\/\\/\\/ /j\\\ ,�/f\\/f\\\ f\ TUBE s' BELow �i�///�// \ \f/ //%/%\f%ff //\f/\f\f/\ \f\f\f\/\/\ \/\/\j\\i PLUMBING /�fi. \f,\\//�/� RISER / f�r: \/' - - --- - PROVIDE! souv 15LocK1NG DIAGRAM BETWEEN sx12 GIRDER FASTENED W/ V MACHINE BOLTS SHEET NO: -- EXISTING FOUNDATION -4'x4'xl'-6" THK. POURED CONCRETE FOOTING w. P.C. 1p ftT EACH WAw C BUILDING SECTION 7 w/ I'-4" !'k'A. P.G. PEDESTAL TO UNCOR1/1DE OP SCALE: 3/8" = 1' -0" BUILDING PERMIT G NOTES TUBAL REVIEW ST VE MARESGA, PE 15b- WIND-BORNE DEBRIS PROTECTION FOR OPENINGS 18a-o7 WEST MONTAUK Hi5>-�wAY, �+AM�TON BAYS, NY I1a46 I FOR WALL OPENING PROTEGTION OF120 MFH 5-SECOND ^IND GUSTS FHOiNE 651 728 8450 ( MAXIMUM MEAN ROOF HE16H7: 35) 5IMI-SON L5TA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS SHUTTERS ARE REQUIRED ONLY 2 x b TIE a EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. FOR NEW WINDOWS IN NEW s NGLECLASSIFICATION FAMILY RESIDENTIAL DESIGN CRITERIA: OPENINGS ICE SHIELD UNDERLAYMENT REWIRED - 2a^ FROM EDGE DE516N IN ACCORDANCE WITH AMERICAN SHUTTER ASSEMBLY FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE Y N.T.S. HEIGHT PRESCRIPTIVE METHOD � FOR PANEL SPANS: O < 4'0 WIDE SPAN ALTERNATE cOSITI a OF HU35-0" MAXIMUM O 23/52" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD X SIMPSON Hs GROUND SNOW LOAD - 45 PSP. u ,7- (OVERLAP AROUND OPENINGS 4") I FIR57 LEVEL - 40 PSF. L.L. ASSEMBLY: LIVING AREAS - 40 P5F. L.L. ca z 300 sIMI-SON H2 HURRICANE BEDROOMS - 50 PSF. L.L. Z Z ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING A/ CLIP NAILED. FROM #10x3" (Al WASHERS) GALVINIZED OR 5TAINLE55 STEEL I ' RAFTER TO STUD. - WIND SPEED - 120 MPH y TYPICAL ALL RAFTERS FIRE AREA SIC DE516N CATESORY - B F I'- j WOOD SCREW Ib" O.G. SEIM r\ 5 - 8d NAILS EACH END RESI DENGE: WEATHERING - SEVERE Q ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLD&: w/ #10x1-1/2 ( W/ WASHERS) MACHINE BOLT a 12" O.G. APA RATED PLYWOOD TO ACCESSORY BUILDING: c EXTEND TO TOP of TOP PROVIDE ad COMMON FRO57 LINE DEPTH - 56" _ PLATE EAXIERIOR EDGE of ALL TERMITE - MODERATE TO HEAVY Q SHEATHING.J DECAY - SLIGHT TYPE OF CONSTRUCTION CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES Zuu GONSTRUGTION Q F_ W LTIPLE SECTION ASSEMBLY: I/4" THICK BOLTS ® 2' OG GENERAL NOTES I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. 5EMGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ;