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HomeMy WebLinkAbout30152-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31263 Date: 11/04/05 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 650 BEACHWOOD LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 10 Lot 56 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 10, 2004 pursuant to which Building Permit No. 30152-Z dated MARCH 12, 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 & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITONS OF ZBA #5251 DATED 5/15/03 . The certificate is issued to THERESE CIAMPA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2045369 05/19/05 PLUMBERS CERTIFICATION DATED 05/25/05 GREENPORT PLUMB&HEATING c ' A ho f zed ignature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR.CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of ,p-roperty 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 a 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 Buildiniz - $100.00 3. Copy of Certificate of Occupancy - .21 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.000, Commercial $15.00 Date . . . . . .!'4Y. d0 . 01.w5. . . . . . . . . . . . . . . . New Construction. . . . . . . . . // Old OrPre-existing Build/in®g.. .,o. .. . . . . . Location of Property. . . . . .Ip�lC� . . I�r�L4Chwoo/. . . . �/1... . . . . . Q�1�.��1�. . . . . . . . . . . . . . House No. Street Hamlet ,,/ / , P Onwer or Owners of Property.. . . . . . . h �i. �/�K . .Y4e. . . . . . .�a . . . . . . . . . . . . . . . . . . . . . County Tax Map No 01100, Section. . . /.V. . . . . .Block. . . .001.0. . . . .Lot. . . . . 6).56 . . .. . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . .5. . .�!1r /z 4 .The. �' Permit No. . . 4: . . .Date Of Permit. . .� 4!1. J. ./Applicant. . . .". N . . . . . . . . Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. !:. . . . . . . . Fee Submitted: $. . . . . . .D0. . . . . . . . . . . . . . . �4 6 . . . . . .��. . . . . . . . . . . . . . . . . . . . . . . ^� APPLICANT Cd �j�a� 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. 30152 Z Date MARCH 12 , 2004 Permission is hereby granted to: THERESE CIAMPA 182 MILL SPRINGS RD MANHASSET,NY 11030 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEES AND ZBA WITH FLOOD PERMIT. at premises located at 650 BEACHWOOD LA SOUTHOLD County Tax Map No. 473889 Section 070 Block 0010 Lot No. 056 pursuant to application dated MARCH 10, 2004 and approved by the Building Inspector to expire on SEPTEMBER 12 , 2005 . Fee $ 629 . 30 ZZhorliznature ORIGINAL Rev. 5/8/02 Albert J.Krupski,President *OF SO(/lyoTown Hall James King,Vice-President O lO 53095 Route 25 Artie Foster P.O.Box 1179 Ken Poliwoda N Southold,New York 11971-0959 Peggy A. DickersonG�` i0 Telephone(631)765-1892 COU NTI,� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0077C Date November 1, 2005 THIS CERTIFIES that the addition to dwelling, swimming pool, dock, ramp & float At " 650 Beachwood Lane, Southold Suffolk County Tax Map # 70-10-56 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 9/13/02 pursuant to which Trustees Permit# 5667 Dated 11/20/02 Was issued, and conforms to all of the requirements'and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the addition to the dwelling, swimming pool, dock, ramp & one floating dock. The certificate is issued to JOSEPH 2& THERESE CI M A owner of the aforesaid property. Authorized Signature APPEALS BOARD MEMBERS o��gUFFO��c y, Southold Town Hall Lydia A. Tortora, Chairwoman 53095 Main Road Gerard R Goehringer ti Z P.O. Box 1179 George Horning O .fie Southold,New York 11971-0959 Ruth D. Oliva A O� ZBA Fax (631) 765-9064 Vincent Orlando �l �a Telephone(631)765-1809 http://so Urtthfo BOARD OF APPEALS TOWN OF SOUTHOLD JUN 10 2003 FINDINGS, DELIBERATIONS AND DETERMINATI ,. � MEETING OF MAY 15, 2003 Appl. No. 5251 - JOSEPH and THERESE CIAMPA outhold Town Clerk Property Location: 650 Beachwood Lane, Southold; Parcel 1000-70-10-56. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 19,575 sq. ft. parcel has a frontage of 135 feet along the south side of Beachwood Lane, Southold, and a depth of 167.77 feet along the west side line, a depth of 178.80 feet along the east side line, and width of 121.04 feet along the rear property (tie lines at mean high water). The property is improved with an existing split-level dwelling with existing open front porch and rear deck. BASIS OF APPLICATION: Building Department's September 16, 2002 Notice of Disapproval, amended December 11, 2002, citing Sections 100-244, 100-239.413, and 100-33 in its denial of a building permit for an accessory swimming pool in an area other than the required rear yard and deck construction: (a) at less than 10 feet on a single side yard, (b) with total lot coverage over the code's 20% limitation, and (c) at less than 75 feet to the concrete retaining wall. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 20, 2003 and May 1, 2003, 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 18' x 36' accessory in-ground swimming pool and a stone wall surrounding the pool with fence enclosure at 35 feet from the existing concrete retaining all along the edge of wetlands. Also shown on the plan are proposed deck addition and front entry, landward of the established 30 ft. setback from the bulkhead, at its closest point. Together with the pool and the deck additions, and exclusive of the stone terrace surrounding the pool and steps to grade, the overall lot coverage is shown on the site plan (SP-1) revised 5-13-03 will be 21.2%. The westerly side yard setback for the pool with terrace will be 10 feet at its closest point (15 feet to the pool), and the remaining easterly side yard will remain at its established 8.9 feet. Page 2—May 15, 2003 Appl. No. 5251 —J. Ciampa 70-10-56 at Southold REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the alternate relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Originally, the applicants requested several raised accessory structures (elevated pool with terrace surrounding the pool, deck additions, and stone walks seaward of the existing home). During the hearings, the architectlagent for the applicant was asked to scale back the project from a proposed lot coverage of 22.5% to approximately 21%. By letter dated May 13, 2003, Architect Garrett Strang confirmed that the northeast section of the roofed, open front porch has been deleted in the amount of 152 sq. ft., and the existing open center section of the rear deck will remain open, eliminating 98 sq. ft. The revised plan dated 5-13-03 confirms 21.2% lot coverage. The neighbor on the west side of the pool in the area of the proposed pool is a community b; aCh which would allow emergency a_pcess if needed behind the house and new construction. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Applicants have a well-established high-level ranch home built about 1970 which, after the pool is terraced areas are added, would be centered on the property. The property is +-140 ft. deep on the west side (to the concrete retaining wall) and has a substandard size of 19,575 sq. ft. It is not uncommon for lots of this size to require a minor lot coverage variance, and the pool with terrace require, an elevation above grade due to the low contours and ground water levels (FEMA). 3. The relief requested is substantial. However due to the existing location of the house and the property size, the applicants request is not unreasonable when using the scaled- down plan for a maximum lot coverage is not unreasonable. 4. The alleged difficulty is self-created, based on the location of the house on a waterfront lot which dictates the location and size of all accessory structures both at the time of construction and in future planning. 5. No evidence has been submitted to suggest that the proposed additions will have an adverse impact on physical or environmental conditions in the neighborhood. 6. Grant of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a swimming pool and deck additions, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3—May 15, 2003 Appl. No. 5251 —J. Ciampa 70-10-56 at Southold RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Member Homing, and duly carried, to DENY the relief requested for 22% lot coverage, and to GRANT Alternate Relief as shown on the May 13, 2003 revised site plan prepared by Garrett Strang, Architect, SUBJECT TO THE FOLLOWING CONDITIONS: 1. The stone terrace footpath shall be at ground level for the purpose of gaining clear access in any emergency; 2. The side yards shall be open and unobstructed for a minimum width of 10 feet between the westerly property line and the raised terrace/path areas,'and a minimum width of 8'9" (existing setback) between the easterly property line and the raised (building) area. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, and Horning. Nay: Member Orlando. (Absent was Member Oliva.) This Resolution was duly adopted (3-1). Lydia A. Toigra, Chairwoman—Approved for Filing 6/ /0 /03 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 S BUREAU OF ELECTRICITY S 5 40 FULTON STREET - NEW YORK, NY 10038 c� 5 CERTIFIES THAT S 5 5 ISS. Upon the application of upon premises owned by 5 5 cS S B.J. ELEC. CO. JOSEPH CIAMPABOX 16 650 5 5 SSTTILLWATER AVENUE SOUT OLD NOD 9 NE 5 CUTCHOGUE, NY 11935, 5 5 Located at 650 BEACHWOOD LANE SOUTHOLD, NY 11971 S 5 5 5 S Application Number: 2045369 Certificate Number: 2045369 S c55 Section: Block: Lot: Building Permit: BDC: ns11 5 5 Described as a occupancy, wherein the premises electrical system consisting of rj electrical devices and wiring, described below, located in/on the premises at: S S S 5 Basement,First Floor,Second Floor,Attached Garage,Outside, 5 S5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 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 19th Day of '5 May, 2005. QTS Name Y Rate Ratin¢ TypeCircuit 5 5 Miscellaneous 5 40 amp heat pump Cj total renovation of house ^� CSU Alarm and Emergeqcy Equipment 5 Cj Generator Permanent Installati 1 0 14 KW CSS Transfer Switch 1 0 100 amp 5 Sensor 2 0 Carbon Monoxide 5 Appliances and Accessories 5 Exhaust Fan 4 0 F.H.P. S Future Appliance Feeder 1 0 50 Amps 5 SDish Washer 1 0 1.2 KW SFurnace 2 0 Oil 5 SPanels 5 1 70 24 S 5 Wiring and Devices 5 5 Outlet 98 0 Fixture 5 SFixture 98 0 Incandescent seat 'C SOutlet 165 0 General Purpose 55 5 Continued on Next Page 1 of 2 S 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. S 5 0 a rJ��PrJ�r.J�rlctrJ��cncl�c.TrJc.fr� ����� rJ� �n co 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 S NEW YORK BOARD OF FIRE UNDERWRITERS 5 S S S BUREAU OF ELECTRICITY S 5 40 FULTON STREET - NEW YORK, NY 10038 SCERTIFIES THAT 5 5 S 5 Upon the application of upon premises owned by S 5 55 SB.J. ELEC. CO. JOSEPH CIAMPABOX 16 650 5 5 STTILLWATER AVENUE SOUT OLD, N 1 9 NE cS CUTCHOGUE, NY 11935, c5 5 Located at 650 BEACHWOOD LANE SOUTHOLD, NY 11971 S S5 5 Application Number: 2045369 Certificate Number: 2045369 5 5 5 SSection: Block: Lot: Building Permit: BDC: ns11 S 5 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: S 5 Basement,First Floor,Second Floor,Attached Garage,Outside, 5 S 5 Cj A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rj 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 theDay of 19th May,2005. 5 5 Name OTY Rate &tine Circuit Type 5 Receptacle 112 0 General Purpose �5 Switch 110 0 General Purpose Sj Receptacle 2 0 30 amp Laundry 5 Receptacle 15 0 GFCI 5 5 Service 5 1 Phase 3W Service Rating 400 Amperes 5 Service Disconnect: 2 200 cb S SMeters: 1 C 5 5 5 S S 5 5 5 S 5 5S 5 seal 5 S 5 2 of 2 5 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 S o�gt%FFO(��o H Z Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 y�01 0� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD 25 . i CERTIFICATION Date: Building Permit No. 3 O Owner: C ,`A-tn PA (Please print) Plumber: yV,+/t/=!L lvJfl/2�Z��✓,T/ci ��/Z��.,I�o�rT-/�/va,i3�„9, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 0-'" (Plumbers S gnature) Sworn to before me this Z S 4 k day of � A 20 O John M.Judge NOTARY PUBLIC State of New York No.01 J U605940b Qualified In Suffolk County (� Commission Expires May 29,20 A2 Notary Public, S.� � k County 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 le-- Date: q — Building Permit No. Owner: (Please print) Plumber: 1,glArts_=iz (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20� Notary Public, _ ounty PATR;CEA CORMN "^tah'Public,State Of New York NO.OIC05017852 Qualified in Suffolk Cour _ LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 (631) 477.1652 August 5, 2005 Mr, Michael J. Verity, Department Head Southold Building Department Main Road Southold, NY 11971 Re: Residence Mr. Joseph Ciampa 1650 Beachwood LaNE Southold, NY 11971 Permit No. 301525 To Whom It May Concern: With reference to the new work done to the existing basement of the above mentioned residence I have inspected walls with regards to the required insulation and inspected, observed and certify the necessary plumbing testsfor the renovations and additions for the water supply and waste lines in the basement bathroom, laundry and bar areas and found all tests, work and materials are inaccordance with the New York State Building Code and the Southold Town Building Code. Sinc rely: 00 Lawrence M. Tuthill, P.E. • +?P �r s � S r Albert J.Krupski,President so Town Hall James King,Vice-President 53095 Route 25 Artie Foster .If, # P.O. Box 1179 Ken Poliwoda T Southold,New York 11971-0959 CA �Ac Peggy A. Dickerson • �O Telephone(631)765-1892 UUM Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0077C Date November 1, 2005 THIS CERTIFIES that the addition to dwelling, swimming pool, dock, ramp & float At 650 Beachwood Lane, Southold Suffolk County Tax Map # 70-10-56 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 9/13/02 pursuant to which Trustees Permit# 5667 Dated 11/20/02 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the addition to the dwelling, swimming pool, dock, ramp & one floating dock. The certificate is issued to JOSEPH & THERESE CIAMPA owner of the aforesaid property. du&4 ;2 Authorized Signature 1 1 1 1 1 ' � • 1 �f Zl lop . 1 =ham%=,•*rte - - -_ 5i. OKA • 3045-;-� 765-1802 BUILDING DEPT. -----' NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 0 INSPECTOR BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 3 / 10 /04 APPLICANT: A;-MpA DATE SUBMITTED: io /04 SCTM# DISTRICT: 1,000, SECTION: �, BLOCK: to , LOT: ,SL SUBDIVISION: MIA- ADDRESS: 6& Beadf,,.,t CITY: ,) _(D ZONING DISTRICT: CONFORMING? A& BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ C/0 Z- , INFO /BP -Z/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/i REQ. LOT SIZE: ACT. LOT SIZE:43,149 REQ. LOT COV. ���, ACT. LOT COV. 4 262 REQ. FRONT PROP. FRONT REQ SIDE 1 g3 s- ACT. SIDE ioJ_ ✓.� REQ. REAR _PROP. REAR 36+--�1, REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION ESTIMATED PROJECT COST: — SHIT T/ENGINEER: �J IVAyr_= WATER FRONT? e S DESCRIPTION: �� � �� PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or O(BED #): DTE: / / PERMIT #: TOWN SEPTIC RECEIPT: Y 00 NEW YORK STATE DEC: PRE-DEC 9/1/7 Y or NO ", DTE: �,O / PERMIT #: SOUTHOLD TOWN TRUSTEES: or NO DTE:/ /� PERMIT #: / TOWN ZONING BOARD API"ROVA 9o r19�TE: / / PERMIT #: 2 TOWN PLAN. BOARD APPROVAL: So or D _/ / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES O NEW YORK STATE CODE COMPLI CE (SEE PAGE 2): or NO NOTES: S w'� FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE ��� FEE �� ff// ro 1. (C9( lb SF)- IJV SF)= SF X $� �y =$ , +$ (/ LI-o +$/00 = $ 2. ( SF)- ( SF)= SF X $ =$ +$ +$ _ $ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ _ $ p FINAL TOTAL: NEW YORK STA'G'E CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITE Ground Snow Load: 45 Wind Speed: 1 PH Seismic Design Category: B Weathering: Severe Frost Depth: Tel M Decay: S-M Design Temp: 11 Ice Shield Underlay: YES ✓/ ood Hazards: 7 USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: X, TYPE OF CONSTRUCTION: ls�x DESIGN CRITERIA: ENGINEERE /PRESCRIP rob, 6 FULL FRAMING DESIGN ELEMENTS:(V/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 CALCULATIO S: LIVE: Y/N DE4P; Y/N SN W: Y/N SEISMIC: Y/N WIND: Y/N WINDOW ".,DOOR SCHEDULE: MISS k./FEST REQUIREMENTS: Y/N EGRESS" 5.7 S LIG-A-1." °/ • /N VENT . Y/N NAILING/CONSTRUCTION SCHEDULE:(?/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRANio'/N LOCATION OF FIRE PROTECTION EQUIPME : Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS� TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST >< ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE ARKS: W DATE 7- INSPECTOR ' 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: t4 4/4 DATE �� INSPECTOR , ho��OF SOUTyo� coum TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND 1)(INSULATIOPC,"t [ ] FRAMING / STRAPPING [ ] FINAL (� FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: D� DATE INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [<INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 3 5 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: , o DATE o2 r`� s INSPECTOR z 765.1802 BUILDING DEPT. INSPECTION -� [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION '[X] FRAMING [ ] FINAL �[ �] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE °2 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING _[ FINAL [ ] FIREPLACE ,-&.CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS 9 Gam✓ �D ) 64, DATE ` o INSPECTOR ✓� 4 i Board Of Southold Town Trustees y h SOUTHOLD, NEW YORK i PERMIT NO. 444 7 DATE: .:I?ov. 20th,20D2^ , f» ESE CIAMPA ISSUED TO ......_...............JOSEPH & THER ..................................................... .. . ......_..._.......................... ... Aut4orinthan , Pursuant to the provisions of Chapter 615 of the Laws of l the State of New York, 1893; and Chapter 404 of the Laws of the on-- State of, New York 1952; and the Southold Town Ordinance titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.': and in accordance with the X Resolution of The Board adopted at a meeting held on ....' 1As.:.:.2Qth, z44z.., and in consideration of the sum of S........ QQ_,00'. 'paid by Garrett all, Architect oiz...behalf 1D-f- Jageph &. .There f> Strng pSouth am a N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: s ,. Welland Permit to construct an addition to the residence,install an in-ground swimming pool ?j l with a stone terrace,an existing dock with a catwalk and float and a stone path access- stone— _ path contains it's own drainage also removal of a proposed screened porch on the east aide of the house being disallowed that will be removed from site plan as per plans stamp dated - IV11:02. all in accordance with the detailed specifications as presented in the originating application. :l IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and thesepresents to be subscribed by a majority of the said Board as of this dots. i a U6t: �" O YfW 4111 s Ol Trussees 1 � - TERMS and CONDITIONS The Permittee — Joseph & Theresa Ciami n residing at 65n Lane. Setttheid, N. Y, as partof the consideration for the inuaaoe of the Permit does uadecstsnd and prescribe to the fol- lowing: 1. That the said Boned of Trustees and the Town of Southold are reteared from my and all damages, or claims for damages, of suits adsim div aedy a indirectly a a result of my oper- ation performed pursuant to this pewit, and the said Peamiuse will, at bis or iter arm esgAosq defend my and all such aits'haitiood by ebbd pa dw, hod dam add Pautsbw sa WNP &U NOW with respect thereto, to the compute eaaindmm of the Beard of Trasten of 6e Tom of Sostlaoiid 2. That this Pelma L valid for a period of 24 mos wbkl h Is oaoMmed to be the estimated time required to complete the wort involved, bet ehaald eircusewoea wassul; tagaest for an extension may be made to the Board at a later date. I That this Permit should be retained indefinitely, or as long as the add Pmodseee wbha to maimaiu the structure or project involved, to provide evidence to anyone eonomed that sath- otiutiom was originally obtained. 4. That the work involved will be subject to the impeaiom and approval of the Board or Its agents, and non-aompllamoe with,the prarisigas of the otigloadeg appHcstlm, may be corse for revocation of this Permit by resolution of the said Boatel 5. Thar there will be no unreasonable interference with navigation as a remit of the wodr herein stithoraed. 6. That there shall be no interference with the tight of the public: to pas aid upon along the bath between high amd low water marks. 7. That if future operations of the Town of Southold require the tomoval sellar shah iaas In the location of the wore herein snlhodaed, or if# in the opinion of the Ravi of Trmtees, the. work shall cause unremonsble,obsupcoon to free navigation, the said Pettit-1-1 will be reg ItA upon due notice, to remove or alesr this wort at project herein stated wi&M *Vows do the Town of Southold. 8. That the said Board will be notified by the Permittee of the comp4mia .cf dee Work an& orired. 9. That the Permittee will obtain all other permits and moments ret mW be required sup. plememtal to this permit which my be subject to revoke upon fallate to obetin am- New York State Department of Environmental Conservation Am of Environmental Permits ' Rml21, Building 40-SUNY Stony Brook, New York 11790-2356 Telephone(631)444-0365 oboe Facsimile (631)444-0360 - Erin Crotty Commissioner i LETTER OF NON-JURISDICTIOI`I June 17, 2003 Mr. and Mrs.Joseph Ciampa 182 Mill Spring Road Manhasset, NY 11030 Re: Ciampa property 650 Beachwood Lane, Southold, NY SCTM# 1000-70-10-56 DEC#1-4738-03085/00001 Dear Mr. and Mrs. Ciampa; Based 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 8/20/77 as documented by the letter from Scott A. Russell of the Town of Southold Board of Assessors dated October 30, 2001, and as shown on the site plan by Garrett A Strang, last revised November 30, 2002, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 66 1) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. e truly y urs, hn Wieland ermit Administrator cc: Garrett Strang John Zollo _ a 1664 76 a TOWN OF SOUTHOLD PROPERTY RECORD CARD ER STREET VILLAGE DIST. SUB.. LOT/ 3 y 1 emcC�&eod/ /'l/aNf so'V /�e/ a0/�6veod ER OWNER N E AC!r ` e ? (� S W TYPE OF BUILDING J. Wqep;->77 o / ` l S.zl,d SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE _ R N/— aoo SG'a o ' 7 6 oo 4116 ,9m 2 v' J u u r /L I 717 O 6Wa G ,S liable FRONTAGE ON WATER oodland FRONTAGE ON ROAD eadowkind DEPTH ruse Plot BULKHEAD >tal c� S ck 'S COLOR TRIM 1 ; -J ---------------------- ----------------------- ---------------------- ---------------------- M. mg. ,TRie -- 111i1 10 T-L Extension A I —F _,..- .._ Extension Foundation Both Dinette i Porch Basement Floors K. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR, Garage Type Roof Rooms Ist Floor BR. Patio Recreation Room Rooms 2nd Floor FIN, g O. B. Dormer Driveway Total - ----_-__ I d y STREET VILLAGE DISTRICTSUB. LOT Slfos f3t�/tD/1y - R OWNER ' N E ACREAGE n MFRjjv6aL O I �f E / TYPE OF BUILDING f, / S W R . SEAS. VL. FARM COMM. IND. CB. I MISC. Est. Mkt. Value ND IMP. TOTAL DATE REMARKS 3 ©fJ S�GF / a a 3 6 —tom a h . , � o rd ✓ z � i - -n. 70 o E DO 23 1LDING OND 1 W 76 a- o NEU� ' W TVUrtMAL �+ BELOW /K/ y ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD , 3 Tillable 1 BULKHEAD YeS- , Tillable 2 DOCK pop 70 0 - � 22l Tillable. 3 / av Woodland .2 Swampland Brushland Hou m Total �"_ YELL avJ t IJ61 1 `'e� � t r� x c i -t—�--�- - — ' M. Bldg. _ Foundation SDC Bath -- y2x .2 � , y F , Extension x 6 X .ZO _ - Basement Floors _ __ w ,�,, nn - - Extensi S L 0 - Z 3, JiL Ext. WallsL Interior Finish Extension Fire Place Heat off: - - - - - Porcoo Porch - Roof Type Rooms Ist Floor Breezeway L Patio Rooms 2nd Floor Driveway Dormer Garage Driv lil r/ - — v - -- 0. 'B. 9 ' �n. ,TOWN OF SOUTHOI D BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWNHALL Board of Health SOUTHOLD,NY 11971 3 aft of Building Plain TEL:(631)76$ 1802 Planning Board approval FAX:(631)7659502 Hervey www.northforLuet/Southold/ PERMIT NO. Check septic Farm N.Y.s.D.E.C. .. Trustees Examined 20_ Contact: Approval .20_ Mail to: Disapproved a/c Phone: Expustion .20_ -- Building Inspector 2 APPLICATION FOR BUILDING PERMIT 20 Date MAIeC N �.200y INSTRUCTIONS a.This application WISLbaJanplately faded in by typewriter or in Glc 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 amsets 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 pat for any purpose what oro ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the data of issuance or has not been completed within 18 months from such date.If an zoning amendments or other regulations affecting the Property have been marded in the interim,.the Building Inspector may authorize,In writing,the extension of the permit for an addition six months.Thamfler,a new permit shad be required. APPLICATION IS HEREBY MADE to the Building Department for the isammen of a Building Permit pursuant to the Budding Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Lawn,Oidivaft=or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. R. Slgmnrapplicant e Of applicaorname,6'a corporation),o .. 7 080)4 /¢/2 AJT7V" A /197/ (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder ��2Cy/TELT �aJT' - Name of owner of premises T SES// + �/fQES� �l d rfGA (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer N[A (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. " OthesTtaWsLicensrNo.__. 1. Location of land on which pP$q��d work will be done: /ofDo�fACl/?�bores Lq House Number Street hamlet County Tax Map No. 1000 Section 110 Block /0 Lot s Subdlviaou .$o r/Nee� Filed Map No. /V/ Lot / (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy, b. Intended use and occupancy 3. Nature of work(check which applicable):New BuiWing`Addition Alteration '' Repair Removal Demolition Other Work f/. (Description) 4. Estimated Cost £" 2.�d� Doo Fee (To be paid on filing this application) 5. If dwelling,number of dwelling[nits ONE Number of dwelling units on each floor If garage, number of cars w17 6. If business,commercial or mixed occupancy,specify nature and extent of eacch,type of use. ^ A 7. Dimensions of axis' structures,if any:Front 9 Rear 6 / Depth L Height2Number of Stories DNS Dimensions of same structure with alterations or a/dditions: Front /9 Rear 69 Depth 95" Height Number of Stories O Nd 8. Dimensions of entire new construction:Front" Rear Depth Height Number of Stories 9. Size of lot:Front /3 5' Rear /2I Deoth �'T 7 w /78'8 10.Date of Purchase---l"04' Name of Forma Owner 14�_01c K 1^j ir- 11.Zone or use district in which premises are situated R 44, ��S/Q�+✓T/P l.. 12.Does proposed construction violate any zoning law,ordinance or regulation?YES s NO_ 13.Will lot be re-graded?YES "NO_Will excess fill be removed from Premises?YES ✓NO_ 14.Names of Ower of Premises CiA 7/PAddress 190NHASsyr Phone No. 5) b y�39 9 Name of Architect 3rd—, . Address evi7FOtD Phone No 76E-Ci Vr Name of Contractor r/ Address Phone No. 15 a Is this property within 100 feet of a tidal wetland or a freshwater wetland?'YES �NO U _ "IF YES,SOMOLD TOWN TRUSTEES&D.E.C.PERMIT'S MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?"YES_✓ NO_ "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) S gS: COUNTIY O ft-60 ) b A 2 &,c-ri (�d. JT4,,r j a being duty swum,deposes and says that(s)he is the applicant . (Name of individual signing contract)above named, (S)He is the 4 Z 6441 d E GT/W6.,eljj— (Contractor,Agent,Corporate Officu,etc.) of said owner or ownors,and is duly authorized to perform or have perf smad the and wo& and m make and file aria application; that all satements contained inthis application aro tone to to best of his laawtedge and belief;and that the work will be Performed in the manner set forth in the application filed therewith. Sworn to before me thi 17W day of A 4 U/ 200 Notary Public 01 Signature of Applicant barbaret A, r3trang NOTARY PUBLIC, New York Nc. 4730095 Qualified Suffolk County r-mm. Expires July 31 20 p0 �. .. . 3c �Sa- • ; JI'I''H T. TERRY I ^ Gu o rC l n..n H;dl. S lour �lupl ti r = ,. P nllx Ina TOWN CLERK Sowhnld. Nca- burl; 1 1 NEG ISrRAR OF VITN. --AnSI ICS �� W 1 �" Fox 765.1 MnaRlncE orFlcrn O' RECORDS M"AGEM ENT OFFICER _ �01 :y, jib Fele Rhunc 1$IGI )G.LI FREEDOM OF INFOR14AT10N OFFICER TT OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations .� of the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93) ) , and %"Certificate of Compliance F¢r Development in Special Flood Hazard Area (C/C(93) ) . �Unll _ ' il TOWN OF SOUV TOLD Au dt�ker Southold Town Clerk August 25 , 1993 APPLICATION s PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and sium)- 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE 9 OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE. DATE /SECTION 2: PROPOSED DEVELOPFaEN1' (To be comolucd by APPLICANT'1 NAME ADDRESS TELEPHONE APPLICANT GfA.krsa. 65 0 131rae#4-',oP Le�✓{ SST �o — 5%-6Z7- 37zy BUILDER ^GsfiisGT ST2Aa/(� /Z3a �rgr7$c�a 5;. SorlTi '(Ld 765-3 qr� PROJECT LOCATION: To avoid delay in pmccuing the application, please provide caou6 information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside turban areas, the distance to the nearest in(ersecting road or well-known landmark A ske(cl, attached to this application showing the projcd locadon would be helpful. 6s /Jy�/ca�u>0�7 (iA.1/G 3 6 FDP(93) APPLICATION PAGE 2 OF a DESCRIPTION OF WORK (Check all appbcablc boxes) A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure O Residential (1-4 Family) O Addition O Residential (More than 4 Family) ❑ Alteration O Non-residential (Floodproof-mg? O Yes) O Relocation O Combined Use (Residential & Commercial) O Demolition P O Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O F01 0 Mining O Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) .j O Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Construction O Subdivision (New or Expansion) Cl Individual Water or Sewer System O Other (Please Specify) ' After completing SECTION Z, APPLICAI Fr should submit form to Local Administrator for review. SECTION d- FLOODPLAIN DETERMINATION (To be completed by FOCAL ADhIIMSTRATQR) The proposed development is loeatcd on FERM Pancl No. Dated The Proposed Development: _ Cl Is FIQ`[ located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED), ❑ Is IOr2tcd in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation al the site is:- - Ft. NGVD (MSL) If Unavailable O The proposed development is lorded in a Goodway. FBFM Panel No, Dated O .Sec Section 4 for additional tri ((,w-tlens SIGNED DATE APPLICATION # PAGE 7 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he comnletcd by LOCALADMiNISTRATORI The applicant must submit the documents checked below before the application can be processed: O 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 specifications,including where applicable: details for anchoring structures, proposed elevation of lowest noon (including basemeno, types of water resistant materials used below the fust floor, details of floodproofmg of utilities located below the fust Boor and details of enclosures below the fust floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year Bood elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new GB elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-resideulial only) Ft:NGVD (MSL). For noo1proofed structures, applicant must attach certification from registered cngiaeer or _ arc.�iilect. i C Certification from a rc&tered engineer (hat the proposed activity in a regulatory Boodway will nor result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this fw&ng 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. O Is not in conformance with provisions of Local Law if_, 19 . The permit is issued subject to the conditions attached to and made putt of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Dcvelopmc❑t 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 t i • APPLICATION N _ PAGE IOF4 APPEALS. Appealed to Board of Appeals? O Ycs ❑ No Hearing dart: Appeals Board Decision --- Approved? O Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project sumctures. This section mast be completed by a registered professional engineer or a licensed land surveyor (or attach a cerfcation to this application). Complete I or 2 below. I. Actual (As•Budt) Elevation of the top of the lowest Door, including basement Cin Coastal High Hazard Areas bottom of lowest structural member of the lowest poor, excluding piling and columns) is: F1'. 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 6f the Applicant. SECTION 7• COMPLIANCE ACTION (To be comolcted by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on iaspectioo of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFCIENCfES? ❑ YES Cl NO DATE-BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF OMPLIAN E(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment B SAMPLE CERTIFi4CATE OF COMPLIANCE for Development in a Special Flood Hazard Area - / •1• A 1 I 1 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EkISTING BUILDING O VACANT LAND ' i 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) GOMQLl W, ITH CHAPTER w4f FLOOD ZONE L "'"'LAS CERTIflCA1E" F'L00.0 DAMAGE PREVENTTQM APP OV ' RdOTED SOUTHDLDTOWN,CODE, DATE B.P.I PLUMBER CERTIFICATION N BUILDING DEPARTMENT AT ON LEAD CONTENT BEFORE 765 1302 8 AM TO 4 PM FOR THE CERTIFICATE OF OCCUPANCY FOLLOWING INSPECTIONS: SOLDER USED IN WATER t. rOUNDATION - TWO REQUIRED SUPPLY SYSTEM CANNOT FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING EXCEED 2/10 OF t%LEAD. 3. INSULATION 4. FINAL - CONSTRUCTION MUST ALB CONS RUCTIONPLETE FORSHALL MEET THE OCCUPANCY OR REQUIREMENTS OF THE CODES OF NEW USE IS UNLAWFIL YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE OF OCCUPANCY COMPLY WITH ALL CODES OF CERTIFICATION OF NEW YOSTATE &TOWN CODES NAILING & CONNECTIONS AS RE ED AND CONDITIONS OF REQUIRED. 37/"$' --SOl!<HOI.DTOWNZBA DONOT P SOUIWTOWN RAINONGOM ROCEFD WITH FRAMING UNTIL SURVEY 2 SOUTNOIDTOWNTRUSTEES OF FOUNDATION LOCATION N.Y.S.DEC HAS BEEN APPROVED. RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 4&I OC OF THE TOWN CODE. ME�� F WN STXTL G ALPVUM INGw 8 W ATB FORE CGVEFINQ TESTING Garrett A. Strang 12 2A01 Architect 1230 Traveler St., Box 1412 Southold, New York 11971 Telephone (631) 765-5455 Fax(631) 765-5490 March 12, 2004 Southold Town Building Department Main Road Southold, NY 11971 Attention: Mr. Damon Rallis Re: Proposed Alterations and Additions to Ciampa Residence, 650 Beechwood Road, Southold Dear Mr. Rallis, In accordance with our telephone conversation earlier today, I submit the following for your records: As the Architect for the above referenced project, I hereby certify that the extent of the work shown on the drawings prepared by my office dated February 17, 2004,will not, by definition, constitute a substantial improvement relative to the increase in use, square footage or footprint. Furthermore, it is my professional opinion and belief, based on similar projects recently completed, that the construction cost of the proposed additions, as shown on the drawings, will not exceed 50% of the value of the existing dwelling. I am also of the understanding that the existing dwelling was completed and issued a C.O. prior to the adoption of FIRM regulations. I trust this satisfactorily addresses your concerns and thank you for your courtesy in this matter. Very truly yours, Garrett A. Strang, Architect N �,�� SUR VEOPERTS AT SOUTHOLD moo. g J $• TOWN OF SOUTHOLD w E SUFFOLK COUNTY, NEW YORK a 1000-70-10-56 S � SCALE: 1 "=30' ` JULY 31, 2002 of \6 a OA dI a\ \A S P NAL r 90 SSS\ ,ago- r,�ro 'O, n O� L}., �O� yy y. Y M.H.ww. TOTAL AREA = (9,575 sq. fty b tie lines yy In ��► LOT NUMBERS REFER TO "MAP OF SOUTHWOOD" FILED IN THE Q4y SUFFOLK COUNTY CLERK'S OFFICE ON NOV. 24, 1953 AS UPLAND AREA = 17$796 sq. ft. FILE NO. 2141. � '. ELEVATIONS ARE REFERENCED TO N.G.V.D. c IW=MONUMENT NE y09 FLOOD ZONE FROM FIRM 36103CO166 G 5/4/98 s �, `� 10�r LIC N 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION P CONIC v• O OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. AREA=19,575 S.F. (631) 765 f� 2p, wb1) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS TO TIE LINES P. o. BOX Sys SO HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVEL I �Q SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR O _ n O WHOSE SIGNATURE APPEARS HEREON, SOUTHOLD, N.Y. 1 Z NOTE: Contractor to provide and install ''/,'diameter by 10" long(minimum)galvanized anchor bolts for P.C.foundations or 1a"long (minimum)galvanized anchor bolts for C.M.U.foundations with 3"x 3"x Y." washers and properly sized nuts spaced no pester than 8'-6"on tamer with a minimum penetration of 7•' into concrete or 18" into C.M.U. Anchor bolts to be placed 4"In from face of foundation wall, 12"max. Frzn-itie. 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SE.E 7E.TAIL : .Lp3r�i.L..L, "Tic. ,- STJ$,. � - ._.....-_.-.... - _. - _ _ '(�• '•�� lu(, - _ //SA'>"L F-1 1�R 11 S YI L-�X 1 bT.T.f�SLt-__ .__ _� '. '• +T-V_ eMe.E^t+"r/4+ _. 'ram t'PC . . _ 5v�r�t_ -- - - /41 d.?ilYTs -r., MATLI{ � _ ._ .. IIITx.W TtA.T6N la-X IST IN4 EXISTIN Nw F -42' L' '+r4+. 6L p.10- GUT /'` ` 60 ur q I nJ 6 ti t- t- ^.T I O N Yree T I r 4 4 � a E X C=X&6_�t - { ZFEI 1 S� i�L�:7TICS- \A,? / Elf,, .�' ac-JL.:"i7z:_..t�.� •- - ' -- '1 -- - _ I 'TrfYp� Ii G.\V rIGIR.Pe.e..-I Orr--" _ �c 1Ar o•• I IiL EINVfpt f/ j" E.'KY4• YI A d,`� �^•��•�LZE�p! I L A- FOUNDATION NOTES NEW Z - 3x JZ. (.IIE.\y 7- to .a.mQ A-1 - ° of !�' 1. All footings shall bear upon undisturbed soil having an assumed bearing capacity v , of 4,000 p.s.f. Bearing capacity of soil is to be verified by the contractor prior to placement of footings. a tl I r+E �. I �rN - I "P'.11> a � c t tea !4 :/� s . I J zAt 2. The Contactor is to verity all gold conditions prior to beginning of construction pIC,tF• and is to report any and reg discrepancies to the Architect Immediately. • ���TTT'''^^^ "rn'q`T h3. l;'` n c -1. 1y Ysa.11'"'/C` 3. All construction must comply with all national, state and local codes,latest editions. H.� p -k•.T 1.'I:i iF n. m. I G 4. All concrete construction must conform to the American Concrete Institute's "BUILDING CODE f Nconstruction REQUIREMENTS editlMnNTD FOR REINFORCED CONCRETE" ACI -318, late - .� 1�{FwN1 ZdJLi _E.K 1+6TSb,kiFe Z? Cr{L. �w41 � s , I I ti. All masonry work shall conform with"NATIONAL CONCRETE MASONRY ASSOCIATION STANDARDS" „t.+lV.V-s-v_ I 1 latest edition. • - - a. The ultimate compressive strength of concrete at 28 days will be: ` " = `- • . _q ' . .i 4- r-I , 'J , —"- if Foundation 4 Footings 3,000 p.s.l. I� `1, e % p ;i- .t:-4ti' 1•+ •w •vts.L•-wc•- 1�t h.t.g- F �G%ti Floor* 3 Slabs - 2,800 p.s.i. 7. All concrete slabs will have expansion and control Joints as required. - S. All foundation walls must have'/,"diameter by 10"long(minimum)galvanized NOTE: ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID BEARINO anchor both for P.C.foundations with "x or 18"long ers(mian pr perlgalvy size anchor bolts BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL,PIER OR STEEL COLUMN IN for reate 1-011with corder it x Y."washes ens properly sized nuts spaced BASEMENT AND/OR CRAWL SPACE AREAS, no Into C.M.U.han 8'-0' on ante with a minimum from face o of 7"Into cowaah or 18"Ipto C. Anther boils to M pissed 4"In from tau o/foundation wall,12" , t e _ - - max.from comers and 8"min.-12"max,from ends or splices of plaits. 14> ttaEo sac TirLE 7QltlMIMETv1(P! ,. +. _, mp _V��Gc�2 rIL J 62 � �' L A t G A R R E T T A . S T R A N D Ex LOCATION rchi ® ct G/I 9r°—'.e. � t\�rae9#I t k-e1.a .� NS, oW saw 44u� :pr,1� 1� SCALE "Afg "Se. "".wluG xp + 1230 Traveler Street Southold N.Y. 11971 DATE Z � ' st. 015244R 631 765 5455 DRAWN BY l r Q ,,. _ NEW INTERCONNECTED FIRE DETECTION DEVICE aTE OF NEW\� Pxo�ecr xr�2 �'' `per 79E19:Ei)' WITH AUDIBLE ALARM INSTALLED AS PER CODE ��� kIN►�TIVD AINrnMD IAN�cn4 ,,T--�'IP � ,A� A6P�F4'ae1DE T'MRalRf�'.+IAlp1r xoADL�pR�NiSEW1�HM�pNUF CIDURIRA NOTE: CQNTMCM;MUOT CONFIRM WITH OWNER THE"E*AQT MA►1X,iWUMOR AO$Im of ALL WINOOM : Pft*TO FRAMING ANY ROUGH OPENINf3$'. C �, r•, ! , Z,• 7 . s ., 'N ,S Ib t6 ¢� �• Irlil"rA. •YJ� ._i11 X 1 _ _ iA inlnl �'w�P'Tfs.tzl�;C 14,_ x„ aqj ` d� N rV A _ "_ - •,. r a _:� .^ - ' p,` - - - _.,r- �r'I �.' 2 IX �.F{7��JG.'�i7aQ.-1�t2_"'f'�'SAP-f t�•..!T'^.Yl� ._ +- GE-Il..-1 NGe CJv�2- .._ __ �./z � _ . � � 'I ?� —_ _ _w:,.-.�._„-� _ •. xq YE. � Z.c it C:A.�C 34'Y4 � r - E:TT C�Y1r-Ace -, �. '�btt.e..o�.v � _ i 4. IR a GLJ x�' To/A /.TTICG I.— UP "S' �{ IYrv7�,1 La y� a:a3':ixlWl, 41 (�� Iftl ki s . "0 - i i , * � .� I . 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L�.G'' ",,1 ,1lI . ��1wj�y�jr�w�u� _ archite �lV'IgINLErt'1- NM �S ��.�� 11EYISED DRAWING N? LOWWNICH'-16aatFR¢y^4�n Tg SAT NSOPS30'T,110-WIT- 40LID.9�AMNG � J 1230TcaveterStreet Southold N.Y. 11971 DATE 2.-L 11M MINK, $: S�I.L POSTS SHOWN 8N TN6 DRAWIN66.hJld6x� ' WALL. P10b0t rim,c t•UMNIN �rgTE0F j °� 631 765 - 545'5 2- 1`T »..nY -aa•�4 1}su� wss r rr:�1Y 9AeM10BNTANDNMR'CNAWL:?A& t_ . . �- DRAWN BY 44 A.al' - PPOJECT N° "all � �i V14fw Yin '11f PITCH. ..0. xC11P1i41'H! ]�'e?�-'T.la.'-¢)-. ✓w"-x �.�T C':.�R;T N'W t<. .tiYA-,"TG-f-+ - - !.�.H E:.e4-77-Tl•t,r ts-G._4r.."5=�sYK--':)_-_ +3i+'T'"1C•-Lt 41`5'l.t-r-7F . YO l'� ✓ rr N FJ�`I 'x'1.4 L M-Ca 1...T✓ I N GP.RI-Irri _1 1 � .rjTYatt_ Y�(P, ( 'T-01- .aF Y r�4p-TL. 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PF.SLfl11T yNt41'E:,I114L;- ,BET ' ON WINDOW CASINGS ARE TO BE sTATf BF NV; 631 - 765 - 5455 DRAWN BY Est *�, my 9P MMMM.AR FNiA�L 1.01ECT NO #$L,. pile f NOT E: PROVIDE AND INSTALL"Kid it WAUR-SNIRLD"AS g�MANUFACTURES BY QQ���ORMF "STd*OUIIWS"AT ALL RAKE#Olins;EAVES,VALLEYS,NIP8,AND CNANUES IN RooF Prrem. �iA�GH K2Ta>L/i.. 4U/+�'C�7 oM 'S 3ls'� G F+X T"L.Y\VJJO hHE/�TH {�..al: Rl t?+�f� �TiZ.UGYU1-�" C.• 4iJ�-i T.�/ice SI Zfc�t� GI-.E-/+-2 2'-J"" HIGH n5'-t" �Y1pE Ny«r QtivGai=-- _ - ,/'-�� GJHYI�--LUdUS 1�-11P4 e... Ve,— ----- ---- - ---- - T SGS l_' ISp'• 114 PY4 GEYONV b 7E/A+w +F" Gu p, rYf_:IFLU FI H. 1!�LAiaPOL� _ E.XISTIN G. 1 b scit.'�s. u - FI l...s, Flyo z 'd >sarar�lllt- -iewr �: p M - '-i'Itit- -t err. .SJ4 n1 LL _ ka a U H UGH i la A _ Gr A- 6Z"!7 L-4-. L I l_Ar rT4!e.tlt.¢A.Z..4C.'. _ Tf2.1 iI'�.�T'C�. T��-- G ✓' G7 JZ. I I d 3/4 F 1 ev"G �. no �f Pte./+-O><1 Y' M 1�M1�'Y'fk"l E'/ � r, TYI�f-G. 'YTT'• / �.aCTG. 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STRAND r. architect LocnrlcN 6 .50 T-i'c- A � f-1 �v JrJ �� 1_ C- 1�-1 Ei ' 61 '2LJ -V 1 1 ,Lv 4- I n SCALE A S Mo-t EVISEO UNWIND N^ 1230 Traveler Street Southold N.Y. 11971 N .NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINOS ARE TO BE s 015244 ogre 2 1 7 ,�14- a _ SACKCAULKEDDURINGINSTALLATIONOFSIDING. /4 OFNOJ't� 631 - 765 - 5455 oAAWNo. � �;" 1Z'�E' FSK- TE.'Ic/nlT oao,Ec, N? r9 z: i 1 4 d1= �7 MOTE: PROVIDE AND INSTALL"ICE&WATER SHIELD"A8 MANUFACTURED BY QRACE OR 9MSTO "" RM GUARD"AT ALL RAKE EDOES,'EAVEB,VALLEYS,HIPS,AND ON-ARTE-0 IN R_(WF PITCH. a J? 64 Z-, - al� 1 T;;,G 0. - ale-ti-tT Cars lz.�•.) - - 244 G-�1. IZ"Y r �F i(=1+JT16iw!'�/ #cP0.2. 'Ll:qr Pl'aPV FIh-%LLr dN bNIHC � J GP..F GJTA 12-d.. '=.[P Gz:t_,-e U LT2 -I•Yp`IG/Y L� HEha G'_�'R-- IL 1/Z" Gri'IC ?L°t �vGOG' �µ�A�t'tr! rN4T� F Tl//w1'O.•a•E..L.LIH U�TI�A� it 0/4 3 ^ fr.0>X TL'°`/l"JOd_2' UVJ C__1 f'4 : �• . LSiIi,.7+� - Z. 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NOTE: ' t��'' EVERY ROOF FRAMING MEMBER MUST HAVE A HiGH WIND RES/STAN MECHANICAL CONNECTION MADE 70 THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. - CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY s��Lt I/A-" = I '- ✓" "SIMPSON STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS - SPECIFICATIONS. f . b 6 1x � GBG `fG a-nIM- �fZ z..� 4 T�1//w -Ji77?i T:i._ NJ/JJ19T ' G/F GAn�k� YOt� OF _ _ ' sL.DTs IG" Ya. de �1C41E.• � - 'L 1 DG E _ 17'�l�.�Y G��¢-rc-E1--1 `T Ol?=6.TJ �Q 1'y0/�Z p - �iJ1�FIT Z4' % % I+" Rh.n _ Ttgs�P' r Ci. .71� -Gf�pfl2-. KAGE. L.LI-T GST 1�l'4 I _- - V=1 P4 fc- - as rZ i<rtz e I i"%c- 2•a 8 A.4 C7. IJ/L•' 2-3B .IG.�r 12 5.H(1.-f/.I...E�.JIwhYE� -- __ r9.N 3-L,cltb_,G62 - �...a.TY INSUL.- G.w..Twelpm I W/GLIL:� zR , -,i- GL ory) C ZK 1� �, �'.. Y'4""i'�. N t 1,.A 15 U �rlYk l}" .�ee:F.:L.T• Q1 T1 Pr'6 `FLL"., kms,�- 1z -c �9 IJEvI s�4 G6pstL T^.4,L1 S/6"GYv PR Zw 4.G.1• 'Nv 3G-. 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STRAIN G l G 1 »�� TO BE RE ir. - � t� � lt� r~ ► � WORK � - � c TO BE REMOVED th, architect E)USTINGWORK 1230 Traveler Street Southold N.Y. 11971 A2140T&P oxewlxc xo "E°ISE° _ °"rt 3 b=O4 11 >SU E.' Fi•T YE.R-l.4\Y �j A - .y TO REMAIN Z 1 r'a ! l NEWWDRKTO _ sT lezna �1, 631 - 765 - 5455 DRAWN BY A AT OF NENIy SE INSTALLED PPOJECT N^ 4Z: I I S Wit= ) NAILING SCHEDULE Hl C N CTO G EDULE CROSS SECTION END VIEW CROSS SECTION END VIEW JOINT DESCRIPTION NUMBER OF NAIL SPACING IO MA ACT R ODEL M MA' ERIAL/FINISH NAILS PRODUCT O - 31 S •N . RONG- E LSTA24 20 GA METAL STRAP TIE ROOF FRAMING RAFTER RIDGE - Z-MAX COATED RAFTER TO TOP PLATE toe nailed IMPS S STRONG-TIE H 2 8 GA METAL HURRICANE TIE 12"SPACING,11'WALL HE 4-Ild PER RAFTER pLp•FE, {2 S1T70 "AX COATED CMUN QIIN 16"SPACING 8' WALL HEIGHT 3-Ild PER RAFTER oIST JOIST 24"SPACING,10'WALL HEIGHT 6-6d PER RAFTER RAFTER TO - S N S G- -H-1-0 O 18 GA METAL HURRICANE TIE O7 CEILING JOIST TO TOP PLATE toe nailed TOP PLATE H 10-2 Z-MAX COATED 1Y' SPACING, 11'WALL HEIGHT 4-ad PER RAFTER TOP LA SO 3 KONG-TIEHS 18 GA METAL HURRICANE TIE TO STUD Z-MAX COATED 8 3-4d PER RAFTER 24"SPACING,10'WALL HEIGHT 6-Bd PER RAFTER STUD pX S 8 STRONG-TIE A21 20 GA METAL STRAP TIE CEILING J00ST TO P LLEL RAFTER face nailed 4-16d EACH LAP DP-AM AND PLATE Z-MAX COATED CEILING J013T LAPS OVER PARTITIONS face nailed 4-16dEACH LAP - "" COLLAR TIE TO RAFTER face nailed 6-10d PER TIE EACH END 12"O/C 8-10d PER TIE EACH END 0 24"o/c O BLOCKING TO RAFTER toe nailed 2-6d I EACH END a RIM BOARD TO RAFTER end nailed 246d I EACH END WALL FRAMING TOP PLATE TO TOP PLATE face nal ed 2-18d PER FOOT TOP PLATE AT INTERSECTIONS face nailed) 4-164 JOINTS-EACH SIDE STUD TO STUD face nailed 2-16d 24"ox, HEADER TO HEADER face nailed 1-16d 16"ox.ALONG EDGES ' TOP OR BOTTOM PLATE TO STUD end nailed) 2-16d PER 2X4 STUD FL R 3-16d PER 2X6 STUD J01 T 01 T 4-16d PER 2X8 STUD BOTTOM PLATE TO FLOOR JOISTS, BANDJOIST 2-16d PER FOOT END JOIST OR BLOCKING face nailed FLOOR FRAMING JOIST TO SILL,TOP PLATE O GIRDER toe nailed 4-Ild PER JOIST UPLIFT CONNECTIONS LATERAL FRAMING CONNECTIONS BRIDGING TO JOIST toe nailed 2-ed EACH END NOT TO SCALE BLOCKING O JOIST toe nalletl 2-6d EACH END NOT TO SCALE BLOCKING TO S LLOR TOP PLATE tce Walled 3-16d EACH BLOCK LEDGER STRIP TO face nUled 3-16d EACH JOIST JOIST ON LEDGER TO BEAM toe nailed 3-8d PER JOIST BAND JOIST TO JOIST end Walled 3-16d PER JOIST SAND JOIST TO SILL OT PLATE toe nailed 2-16d PER JOIST ROOF SHEATHING STRUCTURAL PANELS 4' PERI ETER EDGE ZONE-RAFTERS 12"o/c 8d ELD 4' PERIMETEREDGE ZONE-RAFTERS 241101C 8d iEDGNELD INTERIOR ZONE-RAFTERS 12"ole ad i"0 EDGE/12"INFIELD INTERIOR ZONE-RAFTERS 24"01c 8d a"41 EDGE/8" IN FIELD CEILING SHEATING GYPSUM WALLBOARD 1412"SCREWS 7" EDGE/10"IN FIELD WALL SHEATHING STRUCTURAL PANELS 4' PERIMETER EDGE ZONE-RAFTERS 12"olc 0d 8" EDOE112"IN FIELD 20v F 11-44 0 H 1 NF L t_/�P T� 4' PERlM TER EDGE ZONE-RAFTERS 24"olc ad 8" EDOE/8" IN FIELD Gbr. rte .-wvo >r7 ^�' HE� 4TH11-1 INTERIOR ZONE-RAFTERSI 'olc ad 8"9 EDGEM 2"INFIELD INTER ZONE-RAFTERS 24"O/c 1 ad 1 6"Q EDGE/6" INFIELD FLOOR SHEATHING STRUCTURAL PANELS 1"OR LESS I Ild 6"Q EDGE/12"IN FIELD Fi Ate/ G•7 - TY>• IG✓l.l— a'ssT__T_JI=7.SIJ NOTE: PROVIDE AND INSTALL"ICE&WATER SHIELD"AS MANUFACTURED BY GRACE OR OAF "STORM'GOARD"AT ALL RARE EDGES, EAVES,VALLEYS, HIPS,AND CHANGES IN ROOF PITCH. 4�LrT 1 r7 tits - NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH MND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE"SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. I"-I F-1 ]S,-1 :QTY rl Lrac.LG z •• 02 9v FF-I•TJ' F .., y_ __ -- IH�JL.. TYf� - .J-IFlII.Ee 7,Lfc s� Y�•.r-Tr�R-l.i+-L- z.c A7• 'PE-RJ '^-+ELTI G IIS ,G" /s" _ c♦ v� GGI7.ti lzr FC \ESL F.� _ ' f-IJO yLYIi- N�\v 02— .neo t= UNIT -Z Y�-1LIT' GABA = TYI�IGAL- i �4 14 TIC ' . _ '♦'-'c�U1�:t7/�•T f i9 F-t \v h.l-.t_ , -iY 1 � . e -ti 1-111--.1{LE_//IAT�� � ifTG� SH�.tiTHIN4 I -3/...4..fi.::.G 1_.iE,',C�•>Ti.- 6 rLve7 F- zn`FT E-aa s, -51 z`. , ..• ., !.1`w FJ.'.A' rl;`.. J:.-1537_X"_7:.2 C �Yf- .sL1N4 'f�v2-- TL..P-�1 dj ro fTIHlJGIJ�- TJ If- _ - .�-TT 1 L JzJlz- 21�l-e L VE-IITyovpL,�. .¢,iii w/ wo1.L.a. •fi>r-TT IF--I.�L1 L.lz.T 101J -1b"✓ m' IZ✓'69.F i�.A-<—.TES-, a.. ¢. ¢.y¢. IZF' {a..,YC_I'h.-`.f' 11-.1 G. Ifir--. I 'I-- _ _ _ ice/-zu1G .\ t3F2.o- NOTE: ALL POSTS SHOWN ON THE DR TO FOU+(uIUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIGUOUS GOWN TO FOU WALL,PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. 11 -1 '..-moi 4---L/AI�•1 I1..�/aTI .a1_.{ . ' Ar-�i- f�G-•.fT SG-L�(�I D1.�S N.,.11-F�e \V/11_l `FT—IA//illJ =e � F�1_.$.� 1 /b" 0 1 '_v• TITLE IS-IF-a4Pa-6E_5? A L_-V E•TL A,--r Iu^ �-.-! ��SSFRF pA�Hp� 41? GARRETT A . STRAND yam'/ V� 1 / " \ ` ..� ✓ ,,1� �/ I f"'\ 1 L }� 2 J yf�- �.• Lac.T,oN 0 4g7 EAH \ .—A�architect sjr-� �•� I .. .�! �r✓I-�A.Lw.F+r'. :. TI��•rM.•'�„l�{.y�w, -� �jL�.�'-l".- rc -ao� SGLZ_�IN•'/�m�.•.0/JF\st/1V• aDE-V✓'IS7�ED 1230 Traveler Street Southold N.Y. 11971 I1��^�iUuCF-_. !fF-�1� r�tt ol524n DATE 631;- 765 - 5455 D„ WNEYXONO ¢ �n1T DIpWAI/N�G N-P �f PROJECT N? WINDOW SCHEDULE GENERAL NOTES• SYM QTY TYPE R.O. 8¢E GLASS VENT "U" CATALOG 6 REMARKS WIDTH HE GMT 30.F7. S0. FT. VALUE MFG.8Y 1. Contractors work is to conform to all local ordinances and NYS Building and Energy Conservation CLAD Code, latest adition(s). WHITE VI_ A 0 CASEMENT 21 -6 4'-0 X" 7.2 8.6 0.34 ANDERSEN CW14 CUSTOM PRAIRIE GRILL MARINEIGLASS ASTAL UPGRADE SDL 2• All Electrical, Plumbing and HVAC work shall be governed by all National, State and Local Codes, WINDOW AND IMPACT RESISTANT GLASS COMPLIANT WITH latest editions). CLAD NYS BUILDING CODE 3. Contractor to supply and install fire detection devices on all levels as per code and carbon 8 4 CASEMENT WHITE VINYL CLAD,LOW-E H.P.GLASS 6'X" H.D.SOL monoxide detectors as per Suffolk County Sanitary Code"S760-1021. 4' -9" 4'-0 X" 14.4 6.8/13.5 0.34 ANDERSEN CW24 CUSTOM PRAIRIE GRILL MARINE/COASTAL UPGRADE WINDOW AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE 4• All connections of water supply lines are to be made with 96/5 solder as approved by Suffolk CLAD _ County Department of Health Services with certificate of compliance provided upon completion. C 2 CASEMENT 41-91- 5'-0 X" 18.3 8.6/17.3 0.34 ANDERSEN CW25 US OMI PRAIRIE GRILL MARINE/OAST°AL UPGRADE S. All showers and tubs to bee equipped WINDOW AND IMPACT RESISTANT GLASS COMPLIANT WITH 9 Aped with"scald proof'fittings. CLADNYS Tt BEV UVIN ILNY DYL INLC G CODE 6. Contractor(s) shall verify all field conditions and dimensions and will be responsible for same. Any D 1 CASEMENT 71-2" 3' -5'H' 18.0 5.7/17.1 0.34 ANDERSEN CW135-3 CUSTOM PRAIR ED,LOW MARIN OA TIAL UPGRADE discrepancies shall be reported to the Architect immediately. WINDOW AND IMPACT RESISTANT GLASS COMPLIANT WITH 7. Contractors) will cooperate with all other trades and will complete work in accordance with best CLAD NYS BUILDING CODE _ standards and practices. E 1 CASEMENT 9'-6" 3' -5 X" 24.0 5.7Y12.8 0.34 ANDERSEN CW136.1 CUS OM PRAIRIE GRILL MARINE/OASTAL UPGRADE 8. All dimensions are nominal and take precedence over scale. All abbreviations are standard. WINDOW AND IMPACT RESISTANT GLASS COMPLIANT WITH CLAD CASEMENT NYS BUILDING CODE 9. All items of work on the drawings are new, unless otherwise noted. CUSTOM F 1 WINDOW OW WITH 91-6" It'-0" 50.0 8.6!34.8 0.34 ANDERSEN ARCH OVER TRANSOM CU TOM PRAIRIE GRILL MARINEICOASTAL UPGRADE 10. Proprietary names identifying items of work are used solely to prescribe standards of construction. CW25-2 AND IMPACT RESISTANT GLASS COMPLIANT WITH Items of equal quality may be submitted to the Architect for consideration unless noted otherwise. CLAD NYS BUILDING CODE G i AWNING 41 -91, 2' -5" 7.60 1.0!2.0 0.34 ANDERSEN AW251-2 CUSTOM PRAIRIE GRILL MARINE/COAST°AL UPGRADE 11, All wood frame construction shall conform to the FRAME CONSTRUCTION MANUAL" 1996 BC HIGH American Forest & latest edition. Association "WOOD WINDOW AND IMPACT RESISTANT GLASS COMPLIANT WITH EXISTING NYS BUILDING CODE 12, All wood framing members shall have an allowable extreme fiber stress equal to or greater than H 1 WINDOW O structural grade Douglas Fir: REMAIN CLAD CUSTOM Fb=875 psi Fy=95 psi E -1 600 000 psi J 1 FIXED TRIANGLE 7'-0"+/• 21.4"+/. 7.50+/- WHITE VINYL CLAD, LOW-E H.P.GLASS 6'Y.'N.D.SDL 13. All CCA or ACO treated wood framing members shall have an allowable extreme fiber stress equal DORMER WINDOW 0.0 0.34 ANDERSEN CUSTOM CUSTOM LITE GRILL IMPACT RESISTANT GLASS TRIANGLE COMPLIANT WITH NYS BUILDING CODE to or greater than structural grade Southern Yellow pine: CLAD Fb a 875 psi Fv= 65 psi E= 1,400,000 psi WHITE VINYL CLAD,LOWS H.P.GLASS S'Y,"H.D.SDL r;tl CASEMENT 4'-9" 3' -5 X" 72.0 5.7/11.4 0.34 ANDERSEN CW296 CUSTOM PRAIRIE GRILL MARINE/COASTAL UPGRADE 14. All "Microlam" and/or "Parallam" headers and girders as well as '•TJI"joists and beams are to be WINDOW AND IMPACT RESISTANT GLASS COMPLIANT WITH designed and manufactured by TRUS JOISTInstallation must be in accordance with NY8 BUILDING CODE manufacturer's specifications. No substitutions will l be allowed( 15. Contractor(s) is/are to follow all manufacturers' instructions, shop drawings, as well as installation DOOR SCHEDULE manuals when Installing any prefabricated Item(s), SVM CITY TYPE SIZE GLASSVENT •'U" CATALOG# REMARKS 16. Floorjoists in new or altered bathroom areas below tubs are to be doubled. WID H HEIGHT THICK S0.FT. 80.FT. VALUE MFG. BY EXTERI R SWING AS FIB 17. Floor Joists below all bearing and parallel partitions are to be doubted unless otherwise noted on 1 1 ENTRYWITH 6' •0" 6'-10 X" 1.314" WA WA 0.33 SELECTED SELECTED FULL WEATHERSTRIPPEDD WITH FULL VIEW, the drawings. M.P.dLAft- SIDELIGHTTS MIN. BY OWNER BY OWNER STORMISCREEN DOOR,SOLID RA83 HINGES 18. Double all headers and/or trimmers around all floor and roof openings. Provide crossover venting EXTE SWING A8 AS FIBERGLAS,INSULATED,FlRE ED,F LLY in rafter bays adjacent to any skylight framing. 2 1 ENTRY 3'-1" 8'-t" 1-3/4" WA WA 0.33 SELECTED SELECTED WEATHERSTRIPPED WITH FULL VIEW R MIN. BY OWNER BYOWNER STORMISCREEN DOOR,SOLID BRASS HINGES 19. Provide solid blocking on all joist spans In excess of 81-0", unless noted otherwise on drawings.. ITE3 1 FRENCHWOD, 6' -0" 6'-6" U314" 1452 11.56 0.35 ANDERSEN FWG5068 W OMI YLU O, CI SCREEN i HARDWARE 20. SLIDER COLOR PER OWNER- L. SCREEN&HAL UPGRADE 20. All headers and girders with a span In excess Of five feet (6')are to bear on a minimum of 2-2x4 or RIO 2-2x6 jack studs with double floor joists below, unless noted otherwise on drawings. 4 1 FRENCHWOO, W-11" 8'-6" 1-3/411 37.04 23.42 0.35 ANDERSEN FWG1068.4 CUSTOM PRAIRIEGRILL SCREEN&HARDWARE 8,• gypsum board on coiling of mechanical equipment area of basement as well SLIDWSIPART'G 21. Provide 518"fire coda 0 INT R WING COLOR PER OWNER. MARINEICOASTAL UPGRADE as on ceilings,walls and structural,elements of garage areas as required by Code. PREHUNG, RAISED HIP UNIT,STAIN GRADE, C PREHUNG LEAR 5 4 RAISED PANEL 21-81- t'-a" i•3/a" WA WA WA MORGAN M-1070 FRAME. STYLE,MFG., HARDWARE AND FINISH 22• Provide 'h '/2 " moisture resistant gypsum board on walls and ceilings of bathrooms. Provide "INTE SWIG CONFIRMED WITH OWNER PRIOR TO ORDERING "WONDERBOARD"on all walls of tub and shower areas. t 6 RAISEDD PANEL 2'-/" 6' PREHUNG,RAISED HIP UNIT,STAIN GRADE, CLEAR PRE -6" I-wal' N/A N/A WA MORGAN M -1070 FRAME. STYLE,MFG., HARDWARE AND FINISH 23• All fire stopping shall be of an approved non-combustible material and installed in accordance with HUNG l G CONFIRMED WITH OWNER PR10R TO ORDERING all applicable codes. 7 1 RAISED BIKINPREHUNG,RAISED HIP UNIT,STAIN GRADE,CLEAR PREHUNG D PANEL 1'-6" 6'-8" !-Well WA NIA WA MORGAN M -1070 FRAME. SM " (R E, MFG., HARDWARE AND FINISH 24• Wall insulation shall be 5-1/2 -21) KrAft-faced bads with vapor barrier facing warm side of CONFIRMED WITH OWNER PRIOR TO ORDERING building. Coiling/Roof Insulation shall be 8-1/2" 111 or 10.114"(R-38) Kraft-faced bads as Shown INTERIOR AIR PREHUNG RAISED HIP UNIT,STAIN GRADE,CLEAR on the drawings with vapor barrier facing warm side of building. IBasementicrowl space ceiling 8 1 PREHUNG 21-81- 6'-8" 1.3/8" N/A WA N/A MORGAN M -1076 FRAME. STYLE,MFG.,HARDWARE AND FINISH insulation shall be 6-112"(R•21)Kreft-faced bads weh vapor barrier facing warm side of building. RAISED PANEL CONFIRMED WITH OWNER PRIOR TO ORDERING SWING INTERIOR PAIR 25. Contractor to provide one layer of building paper between sub and finish floors or underlayment, T '(' REHUNG PREHUNG,RAISED HIP UNIT,STAINr G ,CLEAR with all joints staggered and properly secured. k 4• t 1 PRAISED PANEL 4'•0" 8'-8" 1-3It" N/A N/A WA MORGAN M-1070 FRAME. STYLE,MFG., HARDWARE AND fINISH - 6 SWING CONFIRMED WITH OWNER PRIOR TO ORDERING 26. All windows and doors to be insulated "Low E"high performance glass,with screens and operating 9 hardware. Coastal Upgrade and,stainless steel hardware suitable for a marine climate is to be used INTERIOR 2' -6"RAISED HIP, STAIN GRADE,DOR SLAB, on all windows and doors. Contractor is to confirm operation, style,finish, color and manufacturer 10 1 RAISED PANEL 2' -6" 8'•6" 1-318" N/A WA WA MORGAN M-1070 UNBORED, UNHUNG,FlELD INSTALLED WITH with Owner prior to placing order. POCKETDOR "JOHNSON"100 SERIES TROLLEY HARDWARE G�r L 1 w.a!� INTERIOR H 27. All windows and exterior doors to have aluminum or wood drip caps and flashing. --_------ - ----- --�-- -- - - - - ----I-- - ---- - 2' -6"RAISED HIP SLAB,STAIN GRADE, HUNG IN 1T 2 RAISED PANEL 2' -6" 6' -6" 15/8" N/A N/A N/A MORGAN M-1070 EXISTING OPENING, MFG., HARDWARE AND FINISH SLAB 26. All door hardware, buds and doorstops to be solid brass. Entry, lock 5 latchsets are to be Schlage INTERIOR CONFIRMED WITH OWNER PRIOR TO ORDERING f 2' -0"RAISED HIP SLAB,STAIN GRADE, HUNG IN "A" or"B" series, or approved equal. Style and finish as directed by Owner. z 12 1 RAISED PANEL 2' -0" 8'-8" 1.3/8" WA WA WA MORGAN M -1070 EXISTING OPENING,MFG.,HARDWARE AND FINISH G r ' INTERIOR -'--- --- --- - ---- CONFIRMED WITH OWNER PRIOR TO ORDERING 29• All cabinetry, counters, shelving and casework to be given an allowance with style and finish as ---- selected by Owner. 1'I=• 13 1 RAISED PANEL 3' -0" 6' - 2-1'-611 RAISED HIP SLABS, STAIN GRADE,FIELD a 'I j 6" 1.316" WA WA WA MORGAN M-1070 INSTALLED WITH "JOHNSON" 100 SERIES BI-PASS i7sR �r - - SLAB INTERIOR SBI-PASS 30. Contractor 1 provide prefabricated closet l stem or 16" x °/1' PTS plywood shelving with edge I i 1./" I i � 3'? a".l INTERK)R SWING TROLLEY HARDWARE band and/or 1-3I8" diameter wood poles at all closets. Layout as directed by Owner. I 14 1 CUSTOM FLUSH 3' - „ INSULATED,FULLY FINISH CONFIRMED W WITH I � �1%' 1/ I I �' , i 6" 8'-6 1.9/4" WA WA N/A CUSTOM INSULATED HARDWARE AND FINISH CONFIRMED WITH 31. Contractor to provide and install all Interior and exterior trims as called for on the drawings a I IY. '/' OWNER PRIOR TO ORDERING specifications or as otherwise directed by the Architect or Owner. 1 - 1•V✓.91. FRAMELESS GLASSTEC CUSTOM BUILT SWINGING CLEAR TEMPERED �• J s' r3'/ a 1T ''/` x" - * pjr + ^ + _ x _ ,�' z•'- t7� i7 .. 16 1 TEMPERED 61 -61, T -01, 3/8" N/A WA WA CENTURY OR AS PER GLASS DOOR UNIT AND MATCHING SIDE PANEL; 32. Contractor to provide and install all mirrors, medicine cabinets and shower endosuresldoors as per a o SHOWER ENCL. OWNER COLOR AND FINISH AS SELECTED BY OWNER Architect or Owner. 4" i%' s z' �� r a f 4 - - 3 z 16 2 RAISED PANEL 91- STEEL INSULATED OVERHEAD DOOR WITH 33. All deck stair stringers to be 3 x 12 CCAlACO rabbeted or sawtooth to accommodate treads. All 0" 7'•0'• 21' WA N/A WA CLOPAY 4300 SERIES ELECTRIC OPERATOR INCLUDING KEYPAD AND treads to be 2 x 4 or 5/4 x 4 as shown with Yl' max. space between planks. Provide 3'-0" high railings as required and as shown on the drawings. OVERHEAD SELECTED BY OWNER REMOTE.COLOR, SME AND FINISH AS EXTERIOR 17 2 FRENCHWOOD, 8' -0" 6' -8" 1.3/4" 34.3 21.00 0.35 ANDERSEN EXISTING EXISTING DOR TO REMAIN AS PER OWNER 34 of debris Contractor is to clean immediately priori.rfin d window indo gllass, as well as leave all floors, walls and ceilings free SLIDER l completion. HJ t GAL_- E� NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. GENERAL PROJECT DATA Nature of the Work I Buildin Use Occu ane Classification Building�NmAreanstruc!n�MiA Alteration 8 Addition Single Family Residence 27 fV ENERGY CONSERVATION NOTES LIGHT, VENTILATION AND EGRESS SCHEDULE Location Area Nature! Natural Egress sq.ft. Light Ventilation Window Door 1, This York Stat alteration esidnt al C been designed for and meets all the requirements of Chapter 11 of the Living, Dfning,' 945 129 sq-ft. 99.4 sq.ft- 21 aq tt NOW York State Residential Code and Chapter 5 of the New York State Energy Conservation ' Kitchen Area 13.7% 10.5% 40^x76" BUILDING PLANNING DESIGN CRITERIA ' Construction Code. Altered 140 14.4 sq.d. 13.6 sq.ft. ICS-8 q.f4 Bedroom I 10.3°b 9.8% 22"x 4S" Design Lostic Design Loads Ground E�Expos Seismic % of Glass Dead Live Snow SubJect to Damage From Winter Design Ice ShiNtl Flood Area.of aleaa In sq,ft. = 409 a 16.4°h glass Altered 140 32.9 sq.ft 21.1 sq.ft. 11.6 Sq.tL Hoof Attic Floor F11- Roof AHIe Floor Floor Load SDesign Temp. Untledayment HazaMe Ana Of aitlew411 In aq.R. 2,610 Bedroom II 23.5°/. 17.9% 22"x75" s! sf 2 f 1 sf f sf 2 sf 1 sf �� Category Weathering FrostLlne Termiteexisting 44 6 sq.ft. 3 sq.ft. 10 70 Na 15 45 20 Na 40 45 sf 120 De th2. All pots web fired w and windows,to have insulated glass,fhemrel break,weatn h her-stripping and be Bath B severe 3•p" Moderate SO htlModerate N D tees ulred AE-el.a flashed as requiredwithch a per square "U"value of AO(minimum value of 2.5)and a maximum Altered 165 28.6 sq.tt. 27.9 aq.ft. 6.b sq,ft. Inflitrallon tab of.90 efm per square toot. Bedroom 111 16.6 Y° 15.0% 22"x43" 3. All opaque exterior doors to he insulated,thermal break,weather stripped and flashed as required with Bath 45 artificial 50crin T,TEE iZ 01 45X17 ,6.l.-(' a maximum "U11 value of.35(minimum"R"value of 2.9)and a maximum Infiltration rate Of.50 cfm per light min. G\SSERen ARc„/r G A R R E T T '(� -r"re- aquare foot. Master 268 tO36.sq.tt 71.82 3% ft. 23.4 sq.ft. e`E n STq •'`�,. A . S T R A IV GE•- Bedroom 35.2% 24.8% 44"x75" v40 �i 4� ,,oceno" G60 4. HVAC e503 of th meat coMpmt to Sector N11er at Lha New York on C Residential Code and/or Master 100 7.8 sq.tt. 2.0 Sq.tt. a 1' C f i 0 t e C t wp.� section 503 of the New York State Energy Conservation Construction Code. Bath �.. .'" `„9lJ T LI c?la }�, fJ ��! YJ 1e- ICI Master 38 7.2aq.fL 6Asq.ft. :c.LE „EVISEo 1" 1230 Traveler Street Southold N.Y. 11971 A6NdtBq S. The domestic water heater most conform to Energy Cos 104 of the New York State Resitlentfel Code Toilet and/orssetionfiG4'of the New York State EnsrOy Conservallon Construction Code. 01524416311 - 765 - 5455 `me Z i7 - q" :3-0-0* IasuE rTo rL pE¢H.,-i- ST�IE OF NEVI yp(� "new"Ev G.� S A 7 PPOJECT N" 02: 11 7 oW: NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIEP SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. 1!3� 4, a•• _ 1!L• 91- 0 1,3 _--_. 2ZI � • _ _ ; I N � V Ib IG z=zxlo g _z . ,� I I I I - - - 21- ------- — G., ' �- Zxa tilvlt: TDA ✓'P0 G I-2. 15. O•. 0 4' :Z` G.. p _ G x G f'a6T _ • —T h E-L S NO-Tv H rc-� TJ N' I 4.. _t -!n 1A K /nIN. Aui EPT 41e R'-?:- Pte, `,• .* V IDD. TYP. d b l..lG, i_Xir' - 14 - � Ta /ICATGH E-x l'�TINC. — aN p I :Pc ti Do -v $NFAA's c. -0 `✓1 I III I __ _._ 2-'Z'ws IZ:'hCG tq GIe P,{. - hLCA GI�: �_ o- AS X11 3_- I,�-'I!,a"" 0' A_,c g '- 6- ` 51- 4• J (� I,g Z .t12 R,IIIF L.F y ! Zx lt. 1L'il�i4m. 'N I E_�ClsTlnd4 }I' IN IF I T8J.2.e.5. "EL_. 1I--� _•- - .s ._ t. y� ' It " 4 7 IF ", IH O q'Ime I -- It wA.-UC -_4lJGY\YAI--l4 '� : i , I I A (s" F✓c_ _ __ - _ p 7oL . p ' �.I IL -�V✓Cfll/>.�P + i -i I - I —JAI .- " -—_ _—_ ---_ h _ Ft J - 9 - O"___. Com' Imm %t � rs aayrr� nZ =d, l7 .� aa'_ o.• A-5 N ll/r/!I'\ice- mK41d .L. ..11 N —_ M I6"/. -► 4 it100 /� //_ IMt~ iN 1I ,x � --' --- -- - -- -+t __ - N aV - f.-� �1 ri, v � e _ 5 ... zr_O �M - 6nL41 L.i �_ 4 � - ji ln II ___.__ L.1 V l�e_'t _ --Iy - � �`'-_ _ _- _ _ _-__. I ---'x L " I O _ N I ._.T_'�' 1 r-1 �. 'ice E+�a ia , � - Al I I^ IG; YID ' 7 'O .- O Um 111,w _ N rl h a _ ' N "_� y ' G y�" I 4 `p I „!:e>�sv,rat�� I i I I I I ` ,�;�.1 •�"�„��-.."�,_ M O �t N 31/Z" n I '4`''PF/�P.LI�i�AOL. U B rysi _ 9-Vs. 'tl-'I'7t 4,A% -, , w N L` N 3.'/� n 4'Yt.' I _ h,14.'.V-! 99"E.N II-J4 1 ��o•• N(ai Fl 'IIFA++.L II.�. - + I ' \� A • -, ,}: p; I � ., I ,. •, ry � z., � ,- ,. a�"�— - - - 1 alb `! I j //i 1 2 �r�. - - - - - - -H � ___N I0 ..4,. F- e-.., nG-Fi N;r J- _ 1 Z - 1 x' ra-rk. N r CIA I---r I w-IG �'-_._'_1 ( E�x I s'f i r.� c. u-- N �,/ I •Irt 2. a c.-+c -s1%- ..rte - 4, aea 4' ,x 4 - - -ST m 12'TI ' E.vGE vF TH:1i.L� , I _ _ - 1-' f�X16Y1 M{G LGL-7S�`Tf Q.t-1� i y� I rq� G IF� p nn.i ✓ _ III \ µ © N d A3 to � N taw /AaTG 14 f-)C.T4. N p LEGEND TITLE G\S\F,NED ARCy�T - �/ � I /cL �i� 1� o. I� � - ia� E: ►,,� � EXISTING WORK TO BE REMOVED _ NEW INTERCONNECTED FIRE DETECTION DEVICE GARRETT A . STRANG PGpROF Tgg2o ------ WITH AUDIBLE ALARM INSTALLED AS PER CODE LOCATION 6 p per, F. L, 1� ����♦7 6 l� �� ® architect At --1-EXISTING WORK � � mm I SCALE A6 .I�}� M.E.11DRAWING HE TO REMAIN 1230 Traveler Street Southold N.Y. 11971 1J 3-os. I�sU F., � .y„a NOTE: ALL POSTS SHOWN ON THE WN TO OS MUST BE SUPPORTED WITH SOLID BEARING ”` DATE Z.- 1,-/ -v 4 Z-Pa-off. 1>su G 'r.9 F 1rEttrll iY _ ^ - ,q NEW WORKED BELOWWHICHCH IOR CRAWL SPACEUS AREA FOUNDATION WALL, PIER OR STEEL COLUMN IN sJ 01524n z 6 31 - 765 - 5455 G- BE INSTALLED BASEMENT AND/OR CRAWL SPACE AREAS. ATp OF NEW� L. DPAwx Er � �� �V/ ham,v� / n r 2" J wr'°• Aµ ..I wy J ! /u �� \ \ yi � , r " • ay• /La M ..,fE+'w fj .'` .'9,. �b• � it �\ `i � \ ` ' . a r r `u L`a y� � <� ,<,n,to ., 'N�I J ,� � � • n r r • e r r y y � , r � �v-�-.\ `1a. • 6,�1 i :� err�, c. 1( � \ /� � �Ir�� �\ r •" a � r• y r r * y wy •• �WQ'•% \ �,/ K /iS / Ga dP .-L �, \ i� \ -h� v' \ d • ra y s ~ yn yea �t✓��i �/P���-Y k tuNF'e A h{�T.Y� I[' \ 5/ i n/ G�� / J �� u \ ,I� o • • d � n x" W �r aa, 1 9 �� iy , It� + tr ` 1 J �?'• \ � \ 2 ♦� ` . \ yy R au sJ OF � �^J� !" �� err �• � M r 0, u.n ,r f�yANR` •\ 'y ✓ ts's ' pW'" , c. \a 7'� l� r * y. y��1\ L� ' ••—hT�� - • r J e WA •IS r r P�sal�,•y+ Idol ��'.yF , + LC �'ryr'Z 9y' ,�7 'yPyP- \--t' .�,•+ .`ray di . •�.-,.r .p k C'�F-i'? a .."J � �� � .. W y • PCOJ e.-GT _ C I r W rj. f � s \d`e 3m•' ,P. - _µ�P-�.Y -�C "` i""=,�`,�,�H >t 1G- �'T' I,/`� p.tA'" V r �' ` ti �• �• \ Lot Coverage Breakdown for SITE DATA '`` �'��"'�"'"•"`• "'.n—".la..v.. Zoning Board Of Appeals Review •q \ V v • . �_ SITE AREA: .449ACRES 19,676 SQ. FT. EXISTING BUILDING AREA: ✓x W tet- Ir' o':"V, House- -2,208,sq.R TAX MAP#: 1000.70.10.58 1 . t�, �Y�' 'e•• V,- Roar Deck 678.aq.R FILED MAP DATA: LOT#,17,MAP OF'SOUTHWOOD Front Covered Entry Steps 80 sa.R f v' 6'„„��' m sari•�vn-T 2,684 aq.It. SOUTHOLD,TOWN_ SUFFOLK COl)NTl',,OyENI YORK LD PROPOSED ADDITIONS: FILE#2141, NOVEMBER24, 1053 L� a 1!.i✓e 'Y � a' ��'> J Garage 432 W-ft. vZONING: R40/RESIDENTIAL ,t J,4 > �b Fe b"N x Front Porch(covered) 206 sq.ft. ry b w b` v' a el Front Steps (open) 56 sq.ft.d'# 4y�t�# Rear Deck Alteration (•18 sq.ft.) FLOOD ZONE: "AE (ELEVATIOT78)"AND Rear Steps to Grade 100 sq.11 ## 638 C0188G,ASTALRMAY 4'R189S' P Swlmming Pool 648 sq.ft. ), y �• i p �� Stone Temcso Pool 700 sq.R## WATER SUPPLY: EXISTING PRIVATE WELL Slone Steps to Terrace 30 sq.R#M bV�,J 2,156 sq.R USE: EXISTING: SINGLE FAMILY DWELLING TOTAL BUILDING AREA 5,020 sq.ft. PROPOSED: SINGLE FAMILY DWELLING c 41 1 �r %LOT COVERAGE 25.7% BUILDING AREA: \� U ## Areas deemed by building department as not being considered lot coverage when writing dlsapprovals EXISTING,: 2,864$0. FT. PROPOSED: 4,214 SQ. FT. � TOTAL BUILDING AREA 4,134 sq.R / %LOT COVERAGE 21.2% LOT COVERAGE: t EXISTING: 14.6% PROPOSED: 21.2% IJ' OWNER: JOSEPH AND THERESE CIAMPA 182 MILL SPRING ROAD MANHASSET,-NY 11030 l._- !A fel SGA t_ �_ 1" = Z c7 • y�J ,/} �`^ Z-4%--r l ' TITLE G'Yl'r AL,--r E-Z- % Iy� I4; ,II- 'eP A. °f GARRETT A . STRANG c ( � iA y' � ( ►-� . NOTE: v - �/.+ LOCATION THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN FROM 5,Rt'r=' •°. cl 1'C H i' `C e C tt4— ASURVEY MADE BYPECONICSURVEYORS,P.C.,LICENSED LAND SURVEYOR, ' ;, +;' SCALEA* M>�IG'.t�' REVISED GROWING N? 1230 Traveler Street Southold N.Y. 11971 ' SOUTHOLD,NEW YORK DATED JULY 31,2009. c,�s�';" �-� DATE rl, $.-,p.�. I'Q-to-ot -.�ao+�',x�r,a us.•k� or 631 - 765 - 5455 DRAWN by $ P. I7• - i . -_ 401'v ,I,PJ,�LalaT WEMtt,. ALL ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO N.G.V.D. OF Fi41-% ;Cis PROJECT N4 ? - L1i•'C 'RI- _ . __ I 1 3%Jrr?l .-_f_Z8L1 rs.-'PJ71G Ti)P -- 3-?E=J 4- - 1�+SLLE Fisl2: PEK.t.�IT E- A6Ju FI iE ca.rEo � ' � UTIt.ITY AeEa. "F: tXISTIN�. €` L.W I.a9CY Ear wr•/.�EI.�T t�0¢./�t2 ST�7{ZJ GE OXY sTIN 4 P.��//.�F�VY LAUNflIZ-Y STJ e%�4� 4�fC-A4 E.- sTO 1r,3.<r V—E LVG/aT _� sT 1W \_ C � JP GL. \ LL Il EXISYIN4 , 4 ZEl>✓ 11. f1AR//�C 4z-�-Y KIT C Lr�ul-+vI�Y� � ,n Y�O1t_�tZ \' EX IbTI1.J4 Z ro¢ Lad-Y 14 V E.x 1sT11--I G.e i F.�2/tiEl� Nature of the Work - Conversion of Existing Garage into Storage Area Relocation of Existing Laundry Area Relocation of Existing Stair and Enclosure Cosmetic Refurbishing of Existing Interior Finishes mQTITLE ZE ED ARC ��G\S A. STgArf GARRETT A . STRANG E- architect 1230 Traveler Street Southold N.Y. 1197'1 SCALE�� uv�Eo "EMEO OR....G ' GATE 7 I I- OS 01 s/ATf Of NEW , 631 - 765 ' 5455 oP:w"aIL . P11OJECT NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY 'SIMPSON STRONG Ti SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. Ib 9 -L n Ip Tf n— � _� `p roP mr --------- ,, Q I G 1=L 15, �„ a 4' Lz" G•. I� N /nIN. P.�E-PT 41¢Gp.E_ IrJ Q.GYl ,i�aITIJI-.l A� V NbD. TYP.cz b . V Ta //�,aYGH Ex IbTll--14 4 0 Lx o -c 6 X m ATT1C1 ss..P � � ` O t N -� '$ _ ® ;O N �k5 N INN\ J., -- Z-'2'w1Z:4:C'!3. 'GIe. - 2r1Z t2+ L4 %. _ 6 9• yam, I \ I G Z G_ z hGe0.-L14 II =o- - AS IA N ' —_--_—_____ N tGs � i - _ I �,G-' HIFeHCKc.-IP aU -0 J0 V, 0' 2xlI ICa L434 !. x EXI'ST11--t A .�. . t ti Too. 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STRANG G EXISTING WORN � _ � //� 'F'A. � r, � i j.7 TO BE REMOVED ------ NEW INTERCONNECTED FIRE DETECTION DEVICE WITH AUDIBLE ALARM INSTALLED AS PER CODE inoAN b ��I Os WORK architect s�©Qe,PLJ ,pyH © tl-U,s'Ji 47Im.CFR-A.wi.,Ii�i TO REMAIN4=4 SCALE REVISED e s-os-o4 tom- J� rwe ,� NOTE: ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID BEARING 1230 Traveler Street Southold N.Y. 11971015244 ATE Z- 1 7 -a 4- 2i oe-04 Ihb V ti t4A w- I`I NEW WORK TO BELOW WHICH ISCONTIGUOUSCE DOWN AREAS. FOUNDATION WALL,PIER OR STEEL COLUMN IN �jq�EOF NEW,I 6311- 765 - 5455 G- ae -oS Anv sTu �•�rCg/>< BE INSTALLED BASEMENT ANDlOR CRAWL SPACE AREAS. - Cnewx er eq PROJECT N'