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HomeMy WebLinkAbout31195-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32159 Date: 01/24/07 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 495 OSPREY NEST RD GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 6 Lot 31 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 8, 2005 pursuant to which Building Permit No. 31195-Z dated JUNE 10, 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 BERNARD & MARLI DELANEY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3557 09/28/06 PLUMBERS CERTIFICATION DATED 12/28/06 RICHARD J. MARTIN, JR. _ < th riz d Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY J'2 3 ' This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: ,rI9 5 �''S�e��i 4l&- ez2w ��. /7J/�� /OiLJ House No. Street Hamlet Owner or Owners of Property: /}yNel, u %V h7 f /� �G Lim'�(/F_ 1 y Suffolk County Tax Map No 1000, Section $ Block C, Lot 31 Subdivision i Filed Map. Lot: Permit No. "311 q 5 :L Date of Permit. 6 110 I0 S Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) / Fee Submitted: $ Applicant Signature C0�3� 15 °� 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. 31195 Z Date JUNE 10 , 2005 Permission is hereby granted to : BERNARD & MARLI DELANEY 34 SALT MEADOW LA BAYPORT,NY 11705 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC & FEMA CONDITIONS; FLOOD PMT. INCLUDED at premises located at 495 OSPREY NEST RD GREENPORT County Tax Map No. 473889 Section 035 Block 0006 Lot No. 031 pursuant to application dated JUNE 8 , 2005 and approved by the Building Inspector to expire on DECEMBER 10, 2006 . Fee $ 772 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 SUFFOLK � BUREAUOt E L E C T R I C A L N S P E C T 0 R S, i n c. 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 w Fax: 631980 6455 a E-Mail: SBEIGS@gmaii.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Atlantic Electric Rough In Inspection Date: 6/6/2006 Final Inspection Date: 9/28/2006 ,,,,,Application NO: 3557 Certificate NO: 3557 Suffolk County Tax Map NO: Building Permit NO: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment is and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: ...Owner: Delaney ..:::Address: 495 Osprey Nest Ave, East Marion , NY 11939 Address of Inspection Site: 495 Osprey Nest Ave, East Marion , NY 11939 X Residential X Indoors X Basement Service Shed Commercial Outdoors X Ist Floor Pool Other: New X Renovation 2nd Floor Hot tub X Addition Survey Attic Garage Inventory 200 amp Service 10 Oil Heat 54 Duplex Recpt 15 Ceiling Fix HID Fix Service 30 Time Clock 31 Switches 9 Wall Fix 4 Smoke Det 40 ckt Main Panel Oil Hot Water 12 GFCI Recpt 5 Recessed Fix I Co Det Sub- Panel GFCI Breaker Single Recpt 3 Fluorescent Fix Pump Disconnects 1 Dryer Recpt 1 Range Recpt I A/C Blower Emergency Fix Transformers 2 Exhaust Fan 6 Appliance 1 A/C Cond Exit Fix Twist Lock TVSS Heat Pump Electric Heat Pool Luminaire Other Equipment: 1-jacuzzi Tub ..The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. 'Applicant: Atlantic Electric License No: 971-ME Inspected by: Gen . Surdi Date of Certificate 9/24/2006 . Signature::: .......... . 12-23-2006 09:59 SOUTHOLD BUILDING DEPT 16317659502 PAGE1 �gpFFO(/(to �� to Town Hall,53095 Main Road O Fax(631)765-9,502 P.0..Box1179 � � u ��� Telephone(631)765-1802 Southold,New York 11971-0959 Bt11i.DIN(i DEPARTMENT TOWN OF SOUTHOLD CE111' 1FTCA 'rT0N Date: �l Z8-06 Building Permit No. Owner: 6EI'JJUP ��Ati l l 1� F i A1J �y (Please print) --- Plumber: 21(NRM J iy4Ar//W f1 (Please print) T certify that the solder used in the water supply system colltauts Icss than 2!10 of 1°4 lead. (Plumbers Signature) Sworn to heCore me this o� day ofr- COLLEEN A.MONTRONY Notary Public State of New talk No.01 M06143 Ouallfiqd in Suffolk Cour CommWWn Expires August 22. NotaryKthlic, oSUOJ61K, County rgjfso �O`o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ` ©� ©� INSPECTOR ,,--,�L 'L cJ ! choly OF SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ - A ING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR C DATE INSPECTOR I < <� J ' OF SO(/ry�� C0UNf1, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION vo [ FRAMING ST PPIN [ ] FINAL ` [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1JrL�2� �c S r l 7 DATE 111406 INSPECTOR / s i 3 / < ✓�� O�atf S00Ty� TOWN OF SOUTHOLD BUILDING DEPT. �802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING / TRAPPIN ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REM RKS: "/ ")/A6,, l� DATE do d INSPECTOR / ���J� �oy�a�F SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 NSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ` DATE CS INSPECTOR - I-R.A HASPEL ARCHITECT, P.C. i�v 1 126 EAST MAIN STREET 'IJJ JUN B 2005 � '� BAY SHORE,NY 11706-8302 PHONE: (631) 665-7525 FAR: (631) 665-7595 June 6, 2005 Ms. Patricia Conklin Town of Southold Building Department 53095 Main Road Southold, New York 11971 Re: Delaney Residence Addition 495 Osprey Nest Road East Marion, New York SCTM: 1000-35-06-31 Dear Patricia: As per our telephone conversation today, please accept the following revisions to the above application for permit. The basement/slab will be modified. The basement/slab will be raised to an elevation of 6.8, which is the lowest grade at the outside of the building. In addition, flow thru vents equaling a total of 1" per every s.f. of floor space at that level will be installed per code on the north and south ends of the building for flow-thru. Also, the stairs will be modified to accommodate the new raised basement floor depth to have even risers within code height. If you should have any questions, please call. Thank you. Sin 9 RED q9 Has, o A P CT, P.C. 256 Q� IH: OF NE)N cc: Bud Delaney U:\Rotidont u1\ dlWd,TUO60605-Town of Southold.doc 3i *Kk IRA HASPEL ARCHITECT, P.C. 19 126 EAST MAIN STREET BAY SHORE,NY 11706-8302 PHONE: (631) 665-7525 FAR: (631) 665-7595 May 8, 2007 Town of Southold Building Department P.O. Box 1179 Southold, New York 11971 Attn: Gary Fish Re: Waste and Vent Plumbing Pressure Test For Addition/Renovation 495 Osprey Nest Road East Marion, New York SCTM: 1000-35-06-31 Dear Gary: On 5/5/06 I witnessed the above referenced Waste and Vent pressurized Test. The Waste and Vent system was filled with water, capped and then pressurized. Gauges were installed in the system. At periodic intervals a witness the pressure gauges and the test proved acceptable. If you should have any questions, please call. Thank you. Sincerely_, , h15>s P qHITECT, P.C. \ ` a 3 FIELD INSPECTION REPORT I DATE COMMENTS l o Ai-cmmq-- Tp FOUNDATION(1ST) S-lxte y LAXU ------------------------------------ FOUNDATION(2ND) z 0 T W y ROUGH FRAMING& / C PLUMBING acct/ K r INSULATION PER N.Y. ------ y STATE ENERGY CODE V + 3 FINAL /y o C'o ADDITIONAL 9�MMErjtV 41, _ Z „ern 6 � z� d m TOWN OF SOUTHOLD 09OPERTY RECORD CARD - OWNER STREET q,5 VILLAGE DISTRICT SUB. LOT 4swRf; NtsT RA FO Ee' R O NER N E ACREAGE -Csr Sha iso { 3f 9 W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 7F 11 �Z a( a decc fic f 19,17 3-Q Lf c-I o L to\c) 0 a L /o 0 GaOo 2111 7 a.o o „ 4??1,7 9w 0 AGE BUILDING CONDITION 9/lo/0-3 --Skafffro I�r<Q ffbjJ NEW NORMAL BELOW ABOVE GE ON WATER 0,7 O Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable. 3 Woodland Swampland Brushiand House Plot Total r I , aa• �K A ? ■NN� __ N■■■■L'Nt■Nj■■■� I. ■■■NNNI©ii■N ■lN.l1�■E�!■� NNL�©■N : .. Foundation ixte - �� Basement © Floors ■ ixtenslon �® Fire Place Olv- Porch I Roof Type ex L A4 Porch Rooms 1 st Floor Patio Rooms 2nd Floor Garage Driveway Dormer T-- -"Sea TREY NEST ROAD SURVEY OF PROPERTY A T EAST MARION TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y 1000-35-06-31 SCALE. 1'=40' NOVEMBER 10, 2003 Sept. 15, 2004 (additions) df VAP Dec. 41 2004 (LOT COVERAGE) �5 LOT NUMBERS REFER TO "MAP OF SECTION ONE CLEAVES POINT" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON SEPTEMBER 10, 1957 AS FILE NO. 2752. ELEVA 77ONS REFERENCED TO N.G. V.D. '29 3� ■=MONUMENT x ' NYSDEC APPROVED AS PER TERMS AND CONDITIONS OF PERMIT rNO. (-�{�3�_d�35111000o j DATE _ 8 . a,_ DOS su9 20.Yo, RUcTlow 20% 4�OF NEW YO �00��ppL METZC PF 0J� 0 GPS 0� tib.49618 I . 49618 �o �? ECONIC SURVEYORS, (631) 765-5020 FAX (631) 765-1797 ' SPP 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 03-269 A, / STREET ADDRESS: 495 OS ti J�13'� 05 �5 l" y� `Oj•J C' C J N co NW Ito w �O-A o� e0 vo 1y6$ P� 23 ,0^0 05� Sys 5yy �R�Q F Q�QQ � � G\�55QG\P,�\� P LOT COVERAGE BEFORE CONSTRUCTION '4- LOT COVERAGE AT COMPLETION OF CONS; S ANY AL7ERA770N OR ADOIT70N TO THIS SURVEY IS A KOLA77ON OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS AREA = l 7503 SO.F I HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF FLOOD ZONES FROM FIRM MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 36103COI76 G 514198 Albert J. Krupski, President SUFF0Q��� CQ Town Hall James King,Vice-President =� Gy� 53095 Route 25 Artie Foster y - P.O.Box 1179 Ken Poliwoda Z Southold, New York 11971-0959 Peggy A. Dickerson Telephone (631) 765-1892 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 14, 2004 Mr. Bernard Delaney 495 Osprey Nest Rd. East Marion, NY 11939 RE: 495 OSPREY NEST RD., EAST MARION SCTM#35-6-31 Dear Mr. Delaney: The Southold Town Board of Trustees reviewed the survey prepared by John T. Metzger last dated September 15, 2004 and determined the proposed additions to the single-family dwelling 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. This determination is not a determination from any other agency. z If you have any further questions, please do not hesitate to call. Sincerely, G 't2' 4 Albert J. Krupski, Jr., President Board of Trustees AJK:Ims New York State Department of Environmental Conservation AM of Environmental Permits, Region One Building 40 -SUNY, Stony Brook, New York 11790-2356 V Phone: (631)444-0403 • FAX: (631)444-0360 _ Website: www.dec.state.ny.us Erin M.Crotty Commissioner February 9, 2005 Bernard and Marci Delaney 34 Salt Meadow Lane Bayport, NY 11705 RE: Permit #1-4738-03351/00001 Dear Permitee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Very truly yours, Sherri Aicher Environmental Analyst Enclosure NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03351/00001 -February 9,2005 FACILITY/PROGRAMNUMBER(S) _ PERMIT EXPIRATIONDATE(S) Under the Environmental February 9,2010 Conservation Law TYPE OF PERMIT■New ❑Renewal❑Modification❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7, 8: SPDES ❑ Article 27,Title 9; 6NYCRR 373: ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control Hazardous Waste Management ❑ Article 34: Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑Article 24: Freshwater Wetlands ❑Article 15,Title 27: Wild,Scenic and ❑ Articles 1, 3, 17, 19, 27,37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑ 6NYCRR 608:Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Bernard and Marci Delaney (631)472-2178 ADDRESS OF PERMITTEE - 34 Salt Meadow Lane, Bayport, NY 11705 CONTACT PERSON FOR PERMITTED WORK : TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Delaney property, 495 Os rev Nest Road, East Marion COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Shelter Island Sound DESCRIPTION OF AUTHORIZED ACTIVITY: Construct 15' x 34' addition to existing single family dwelling. Remove existing deck and construct new deck. All work must be done in accordance with the attached plans prepared by John T. Metzger last revised December 4. 2004 and stamped NYSDEC approved on February 9, 2005. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Geor a W. Hammarth SLA Region 1 Headquarters, Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATUREDATE Page 1 of 4 R/� February 9, 2005 F NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ' SPECIAL CONDITIONS 1. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland)and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 2. The storage of construction equipment and materials shall be confined to the existing driveway. 3. Necessary erosion control measures i.e., haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until thick vegetative cover is established. 4. Roof runoff must be directed to drywells a minimum of 165 linear feet landward of the most landward edge of the tidal wetland boundary, and must be installed a minimum of 2 feet above seasonal high groundwater. 5. This permit does not authorize any alteration, expansion or replacement of existing septic systems. DEC PERMIT NUMBER PAGE 20F4 1-4738-03351/00001 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands,easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Depart- ment representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities(HWMF),major Air Pollution Control(APC)and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-03351/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15(TITLE 5),24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS ) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission,consent or approval from the U.S. Army Corps of Engineers, U.S. Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly,without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302,303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217)provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by John T. Metzger last revised December 4 2004 DEC PERMIT NUMBER PAGE 4 OF 4 1-4738-03351100001 TOWN OF SOUTHOLDa BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTNP f Tk Do you have or need the following,before applying? TOWN HALL r Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. i 1161 Sl'?- Check Septic Form N.Y.S.D.E.C. Trustees Examined /��{ ,20 OS Contact: Approved G�?�,20 6 S Mail to: Olt`ki �nh , Disapproved a/c Up�`,� �'vk�c� b-) L�/4A I/J Phone: t b 5 ZDo755 Expiration ,20 66 a 2cb5 Building Inspector APPLICATION FOR BUILDING PERMIT Dated (� 200t INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. 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, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. - if i (Signature of applicant or name,if a corporation) Pb -v lw �5 r1ml /17S&C (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 t oll 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. Lq�ati9n f land on 10 flwhichpro opavork will be done: t1 Al House Numb r Street C I Hamlet T 38 tnsirl 3 1 County Tax Map No. 1000 Section Block #J' '"J`t knstoltot SubdivisionSQ_�iTA Dn CAQWpp -, �j ' File� l Lot Q (Name) 2. State existing use and occupancy of premises and int ed use and occupancy of p!od construction: a. Existing use and occupancy 5 l n IP 11 M 'p A r�S , ClV/yL'e.4 b. Intended use and occupancyZ L Ikch N te de r y I 3. Nature of work(check which applicable): New Building Addition x Alteration_ Repair Removal Demolitions Other Work 4. Estimated Cost Fee (Description) (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 , Rear--,3 Depth C{ Height Number of Stories Dimensiops of same structure with alterations or additions: Front / Rearj Depth 1-16 q' 'Jfgt2 f&A1eight Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 7 �J Rear 1 3 6 , W`'J Depth 1'6S-, L// 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO Y\ 13. Will lot be re-graded? YES i✓/NO-Will excess fill be removed from premises? YES_NO�_ 14. Names of Owner of premises Py ne Address 38 M�one No. 7 Z ZI- Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMU 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) SS: COUNTY O U(a l Tb4:/� t being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above nnamsed,/n., (S)He is the Q�QJltY I Ut` U 0n er�� (Con tor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this_ i day of � -e b� r 20-05 5 a ` Notary blic Signature of Applicant Nob"Public em- Yak in f1011 '�7 BUILDING DEPARTMENT NOTES Occupancy Group R3 DESIGN LOADS NAILINGE PER: Existing Area First Floor Roof WOOD FRAME CONSTRUCTION MANUAL First Floor 1,469 G.S F. live load 40.0 psf live laetl 30.0 cast I b level and t e wells iked New Area deed load dead leetl Th a rework Sh]Il be ecul�tely rfal , ,45 rY P The contra�lor she 11 99 [he cony u Ion ami tree kp�n accomu anon Rf all ANSI/AF&PA 2001 EDITION an nBaadd Bntl 8 GII retl e[n ria mann d Rgltl structure 8n0[0 n6Yre BVBn a maRrl pr Ny1rPIRh CBY ee cthl p m10 6./�I lh �m B First Floor 598 G.G.F. pc.slab 30.0 psf YnFl weight of rahlars 2.5 psi ee�ement antld aRnnRege�YaougllTut. l��re"IPe is waste nlete e�en ubRlsfi�man Rte -Rfs has a Building Element Proposed Floor Area; 2,088 G.S.F. total load 70,0 psf tailing 2.5 psf Zigategrls shall pe'nslre1%In strict confor ance with all manufacturers es kkiS o mns oneu men n su IRs gie nesen sell g Number and Type of Spacing of First Floor 599 G.S.F. insulation 1.0 pat spec ca ons sand or no cons clean alPg(ass eurlems entleeve Rllepwork'Rlroommclean . Featener Fasteners �hb�leble ergePLghtlell EpRlw ge�%%j.l ventilation and neutral light as per ROOF FRAMING New Deck 429 G.S.F. shinglest 1.0 psF til a ureandfProlpRrlP su Trt allexisUng framing and all other mnsdmcllan a astlen[a oe law o e. Railer to top plate(Too-nailed) 'Simpson"HT par rafter Proposed Total: 2,497 G.S.F. total load 37A si iha may baa ace yn coRIPr on. P Allh bit toles ace?s1�Pdl.11T�v forams an�ye ree�wdPi erloP atr�lhe Ceiling Joint to lap plate(Toe-nalletl) 343tl Common per Joist ❑ems99 rotted or plhercnSB I� anuria ex sPpR flim n�to�e re or of �x[el9lo�r dsye�plsoe tau ng eparUnen nn pe he es tlen a a Ceiling joist to parallel rafter Fara-nalletl 3-iBtl Common each lap Construction Class (ierlBfel anVaLfr,rlO Can941t WIRl%filtull rl ram ova orrepl NBw ToIK.SSra[9. Building Type New TYPE V13 any exlat ng rem no for en sppmva. Ceiling joist laps over paNtlana(Face-nailed&16d Common each lap 1. All work shall comply with the Residential Code of New York mvltle earl Install al t pal c yyI kin W.,al, enor vn�la antl int bed mag h II mply with the minimum standards of the ReeMenllel Caller Ue to mfler(Face-na,letl) &10tl Common each and C.T.EVERY R.R. State and NFPA 101 (code for Safety end Llfe tram 4 0.711"l n w IIs es mp R d'�hnOd�O'rlo l MrRdlaons en n arm ante FCTdse of Naw R�rl;�tsoe Fire In Buildings and Structures latest edition.) wlas n�ad eccep e p e M. Blocking W Rafter(Toa-nailed) 2-8d each and T C e g �2� tl s b All erNB1l�akons through new or existing mot shall he property Oeshatl and Rim Board to Rafter End-nalletl 2-16d each and (5)164 COMMON © General Notes ha n tier hal kee h cons on a Tree from ebds ntl�b Ish colPnterfleshetl ( ) LOAD EACH END SD =interconnected and hard wired combination smoke alarm tithe o n m to e m e ion; (I�q��e arA, ontr(r ors al /carbon monoxide alarm as per'Residentiel Cade of NVS' pTnb car shall obtain all rel�u�irsd ammval rmle,TftifiM(ee at oggp ncy, rem Ppe a�IRTehrle gRPamellean'con �aPfi'(mrtPPh�srlt'e,entlleave 1lIe PlyopvlM��aw aluminum noshing where new MnstructionjTins ezlatlrrg pp e c or a mladla(rain a enat hewn un lan com (late rolled room teen cons am. lhl WALL FRAMING Section R317 and NFPA 72. trhs�rec�lon a rove, p The Archtladd laps r6of baa relaltl fqr aPMnstructlgn adminishsbon Nm4ewalu umpp ttery antll de to match existing as per General Top plata to tap plate(Facenellatl) 2-16tl perfect 2. Interlor9nlsh shell be as per'Residential Building Code of IConVedrlRrlhall maintain coverage torah Insurances,bonds,etc.as required by servlces, n u ng ul nol�lme Tsmv its. ContrecPii�s conslnlcllon can c. Top plates at intersections(Face-nalletl) 4-16tl Joints-each sill. aw an y e owner. Th Arch1'Staect Is not Tsponsibie for the legalization of any existing structures rid axht�n fl entl chi as uir�to rovlde minim m 2'- " Stud W stud(Face-nalletl) 2-16d 24"o.c. NYS'Section R379 on he suo)ecl property tea rice bo�e r�etl alineh exfeRng chlmlPey veneer an'�provitle Tire contra shall rovitle all s feuds Rs lRaulretl la Rrecr de In�ulyYl� �� Qu deader to header(Face-nailed) led 16'o.c.along edges 3. Provide artificial light and ventilation In conformance with owners an control Is personn�,arllltoe o rpermn at Reco a on N ch sal ,hese dmwi crdo�rarv�mdl on this project may be mad. sum num eshinga require Slee. wg.ulil w9Xen approve P'he r lac Fades to match existing unless otherwise noted Top or haMm pleteW stud(End-nailed) 2-16d per 2x4 stud Section R303 3-16d per 2x8 stud C9nawwam aXg,examise goad judgment to minimize damage to adjacent end pp��I n w cal dew a d��o ani s ova 5 sp lav elude tri led on Iemhs A VI�dr�ra�w8dr to mnform with the National Electric Coda and the Nov 4. Fire atop vertical spaces in walls and partllions et Floor level, ers ng property. Thee nl Rvos ala half RR cuP� ive el��e�o6�lagtler o�er tlEpel�h� Yor tae o e. 4-18d per 2xe stud ceiling,and all furred spews net to exceed l 0 feet horizontal Alla ss tlame adduct to newmns[recbonshall be reslTaed to their anginal aP elle fexlelr�lO' nP pcelePefrol� n orx lar eanng be.w. eau q� Bottom plate to floorkid,Fond jolst end 'SIMPSON'LTP4� and veNcel ran ion. g suds a run n one p s row s op pi a es. cpream% rto wide for el M yrI a1 acflo a,II hila i l power Each re e h Il fa Ilia eta selves with the intent of these plena entl No s�utl ellal he cuttP rer�ive plttPing lPf ai�then i-K"th oiPmaWer Iithe d u see rem etc.,enr�rePetiswo�rr�orel �pm�l p�rlenng io vrork Joist or blocking(Face-neiletlj 2-ifitl" per foot fi"O.C. 5. Plastic materials shall conform to the'Residential tt dd rrII yh, unLa^n R,[!@?�m u ms e u n o p s m r o all he made un lar a con L2 Code of NYS'Section R318 coodlnata l�lelr Matic wdPi olher�retles, will b{4`�Ls �tl supportYngel�sh u,Mfne�i�ePee�e1 by such Contractor 11�a rovlItltl for ml cellon en��orr mover of ellp Islln alecbicel FLOOR FRAMING �II we anl�meturlal shalt limarenlaed tar a minimum period of (1)year tout 9 s lar e. ..M.1wdclPes,firlures,eYc.,ala requiretl Po aMammTrlexle ne� Jolslfi sill,lop plate or girder(Toenalletl) 4-Btl perlolst 6. Plumbing shall comply With the'Residential Code ram etoo swap nue oy lar. Thrye puW of cis Ltooi dlltale the inslelleNon of piping will only be permitted cons con. Bridging to total(Tee-nalletl) 2-Btl each end of NYS'Part VII Onawl s tls ' ca Ions stn [come is fee[vIce re antl shat mainth wI[It Vie PTl�owhinglPin ons: All exlstl equipment to be removed and/or relented as required for Blacking bJalst(lin-nalletl) 243tl each end 'SIMPSON'20 GA roe oYllle� wheal mitre m ctYorwmll hilia ere ed rY execu d �� hP � g m n pP P ��R p s construct n. Blocking to or late oanelletl 3-iBtl each block Rr mPot he ere'no( �e aeon rP �Rer ralIe or e�Renslnnaea his pmJecp he an h llo ed es of date ma i n 1 h tl no a sed 1'exce t g P P lT ) 'CB'EACH STUD 7. Electrical Installation shall comply with the'Rl naal x l �ree nNO1 wRling Irl`5 tlleppPoprle compensetQon to me t 1 no n o par bo mecgeo�ols n hem le Ido Its sp n All hon antl receptacle cimulls In toilet mom and other Mel areasbbe on Ledger strip to beam(Fate-nalletl) 3-16tl each Jola[ Cade of NYS'Pert VIII pvcRRe g w Has per fe� GF HLircoas, TO HEADER 8. Occupied spare shall have a minimum height conforming to Licensetl surveyor W stake out house entl doral foundation curve co1eIn oaff floor)a'st ore ih n 2"Is fou r1 neMs a p oder the full All switches a d tll m r co trois to be mounted 48"above finished Moor, Joist on ledger to beam(toe-nailed) 343d parlTlal 9 9Pa Y �ep[b oY theaheem a°n'ellEe cut PnfiaupporR the end..Na7o�ete, unless olhenvPse noReson p�ana Bend Joist to joist(End�eiletl) 3-16tl perlolet 'SIMPSON'20 GA the'Resldential Cade of NYS'Section R305 The,work under lhgi contract shell coast fall hormstallallon,rptralsrd Band Joist to all or lop plate(Toe-nailed) 2-16tl perrood CS.EACH STUD ectGalpPniallre9ulr ntl necB fryY to pe canna ,ork,P^e own ante re age Where apes must pass through Joists,hoies shall be ddled to recall the All JVAC work' c.pfl win NEC Nr lexTPat�Plumbina Cgdo 9. Nonhabltable spaces will be ventilated by natural or machanlcal enact le em n en as regmretl oY co one a all es. Pp a diameter of such holes shell not be more than h" malar than roau �enls Per M Ga eP dodo nsricae o o or igen lea evinB ROOF SHEATHING TO SILL 00P Th 9 u on nbPu trig Reelin a hrlmlents. ventilation mnfartning[a the'Residential Building Code of NYS' pp I rk shat co forintp them ltl9ntlsl coda a(�Bw York Scala,latest edition and [he outsd.diameter of the ppipe.Att drilling of hales should be thmugh the p Structural panels Section 8303. The minimum operable arse of the opening for ventilation 2 owPier Isoaa�Maes anti agencies aavmgjudsdletion neutral arts orcenterine,of beamwhompossible. Heall i a as to conform with cor�f cl�pacfi all ns.�Il work to to Interior entl 4'perimeter edgezonae 6tl 12"o.c shall conform to the'Resldaneel Building Code of NVS'Sactlon NI�voP�r lshlll raPUnfo !o the New York State Energy Conservation Construction Morsaa{eR vv�llR w rs airs ents� x n a stP Reat swte n P l mi rgy All elate shell be croaebrldged with eolM bridging sndlar,514'x 3"bridging new epd�re'�rPN�e r6. is �uRB�'y4 ggre[rm I�RIeB so ii Gable and name and rake truss fid 4'o.c. R303. Ca a e ea a an) tie IntllMted a[mltl-a�n or Intervale nal to exceM 80 O C.end secumly septi ci u abr,a u valves, armee a II mqu red acoeesatlea. G REQUIREMENTS FOR BUILDING ELEMENTS No��ddv,rBII coIporations, ac nt ro .Ty ow ars, cath com aril s antl/a local nailed at each and,Btltl9mg shall nal o nalletl until after perfhere am in 11 'rd dee Pgagl are�frMOman 400 Sogrg,t�hl hrP rfarthna w Diagonal brad sheathing TYPICAL 70.FIRE RESISTANCE RATIN authc flea Twpin wndau ,care ear olLer RMVrsign�ii la ran Phe elate.Prwitle sold btltlgin)gtl between joists overgito and plates of onlazn Prtla Ran Rsac scr8ene&malnu reeve r�ar Erlw re. 7x6 or 7xB 2-Btl peraupport PLYWOOD Building Element Fire Resistance Reting(Hours) llmgPrT Tr in engrave a beg P'Uur on e� ro Ps�1a9Yrred by leering ple rains.Metall ging straps may be suhd tined and Installed Fin �elec ono a win ows en ecrossoto ala per conre spec ratPans. 1x10 or wkiar 13-Rd persupport SHEARWALL a � or Peal e9lanP efi�iavinT lu spiry an. P Re eb6n pried u�l yly nhea+ng eccorCrn 1 . ape li Tf an, eel ctad Wintl wlnapu(eLWI@( alJ etlerip[wJl dgµa end CEILING SHEATHING Ce WVr Vlelna mCi o06 tYprn Yun mm a Ts or l0ral0Wha Baa aVn S 1 Istt etl061 nWlagl�Ye a�eCllle(L7n reale Floor 0 Lurie on. Any elructunal steel shall be ASTM A-36 In accordance with all AlSC {m Q'+ �rwl�u efe �or of �ez same er fe eft 121,)of Na Gypsum wallbeeN 5d molem Tedgel l0'felltl Th natal C9n[ for hl eel ms�rormsible fel IMM silvanAAp safety specHiceOans(deslgn,fabriratlon,end ere[cllon). idenLI C6rpe�NewYbrk uate.� p Roof Wcturel elements D Rin `P ICcIm �rs, c� �i c I atTan lParlml� nrafW oRh WALL SHEATHING SIMPSON'H6� 11.Uniformly distributed and Mmm�lraled live loads shall be the loads p'EYE E c tined a plo�ectlon o Re stt and tlu dmf g caro°de ar a tie my a entl pads a tightlwith non shrink gmuturely/halted,leveled with steel shims Structural mels Btl 72"o.c. EA.A.B. produced by the intended occupancy and use,but in no case less Than The Gene Co actor PII notlfR ellmhl If Sri ri�le4rsRascy ocoi�ri Flrebaertl penlaleOil ballleen a ual Ple� MR��Tnj al� nRaIin.8, u edam s e verify Provide naw wood headers minimum(2)2"x 8'et interior wells 25 so 3•edge I S"Oeldl NEV✓F J. the minlmum live load In conformity with the'Residential Building Cade admen one en can onen a nor cons an. (non-bearing'and(2)2'x10'at(2•x4 harmed)exterior antl Intetlor beating THE FOLLOWING PLANS AND SPECIFICATIONS,TO THEBEST OFMV aF NVS'Secflon R301 m lsw1th solld beadngstul supports alegl newwindown,doom,and KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGEMENT,ARE IN 25132' Btl 3•edge/6"geltll I.C. A X17" Dana scale n s.Wneten dl enol S �q,meli fell cond Io stake opening as may be required by axlsWUguidllions and new construction Gypsum wallbmd 5d coolers 7•edge I IW fiend O.C.MAX W/7" re �e m. iLr�encisgdirritemm ieltl m�Id��OnseenPyi�w� unless otherwise shown ar riafed,Contrectlorttverdyslllmmedo ening5, COMPLIANCE WITH THE BU/LD/NG CODE OF NYSINCLUOING BUTNOT Minimum loads for occupancies end uses not Included In the table shell g+rc�i tae{leo ca mpr�me ng vekfi Mor oro a ng matare e. header end otherimming member sizes,bmkre ordering any win or LIMITED TO THE F/RE CODE OF NYS THE ENERGYCONSERVAT/ON Dlagonel baeN aheelhing EMBEDMENT he in Mnfarmity with generally accepted engineering standards. An Ilam workn tee aryfor mer letlon or stru�lto ,whichi of chore. CODE OFNYSAN T RESIDENTIAL CODEOF NYS,WHERE ixs or lxe 2-Btl par support s �y'cI0 IPf ,�,¢a edm}±'p�no�o� es cifira ns,slap he ns��red 7x10 orwltler 3-Btl per support Minimum snow loads shall be in conformity with the'Residential a�CrRP„�e [h° mon p�l law '"ellrl s% p�rYormf n a manner ifineemee gootl Pmvide new Poll thick Insulation in accordance with New York State Energy APPLI T T EDIT FLOOR SHEATHING p Conservation Code requirements al all existing extadorwalls and mel Building Cade of NYS'Section R301 and shall he applied normal to The Ge oral C aha r shell re pa Ile for n and all demol'tlo envelope areas exposed during new conatiuclion. Structural panels the root surface exwvetloP maria ruse an�l�Ie�eg r1le fee aPsPme ea requlreaPla allow for NI plywootl sheathing shell be exterior grade C-❑exterior,type(exposure. - t"or lase Btl 8'etlge 112"gelid new was nc�Ron h remove o el �ePins m e 0Il e. APA structural natle stamped)unless otherwise Indicated.Exposed H areolar than 1" Pori e'etlge/8"field Minimum wind loads shall be in conformity with the'Resldentlal Code of Ig ::-tA NYS'Section R301 and shall be applied normal to the root surface. plywood aofgls shall be A-C grade exterar„Type I. Dlagonel hoed sheathing 1x6 or 1x8 2-8d per support TABLE 301.4:MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Jalel hangers,hold down clips,etc, nails, Simpson S[as er manufacturers actu Inc., Joisthapphangers, ,h old down with annular shall nails,mps nsterma Co., 1x10 or wider 3-8d area art (In pounds per square foot) epeclfcatlons)for all flush structural conneicllons.Provide saddle-type, 'Nailing requirements are based on wag sheathing nailed B"on-center at the CONTINUOUS LOAD PATH Use Live Load heavy duty beam hangers a5 required.All axledor connectors,fasteners, panel edge. If Well sheathing is nailed 3-on-confer at the panel edge to obtain aW„shall be stainless steel.Provide waded steel connections far all higher shear capacities,nailing requirements for structural members shall be NOT TO SCALE framing ban ars,etc.et steel beams,columns.etc, doubled,or agemate connectors,such ala ahearpmelee,shall be used W Exterior balconies 60 g g Decks 4g The Architect shall not ha responsible forthe performance or the work of the maintain the lwtl path. DRAWING CONLYANO IS NOT REFLECTIVE OF ACTUAL General Centel Owner or any other subcontractors nor shall he guarantee All mad framing shall be constructed and l installed as par"Notional Design MEMBER SIZES OR TYPES-BEE PLANS AND SECTIONS Fire escapee 40 their performance Standards for Wood Construction',latest erdttion. Must be one of the 'When well sheathing is permitted to be conceded members,the fabuleted Aides Passenger storage garages 50 Approved High wind Standards number of nails shell be permittetl to be natlucetl a i-iBtl nail perfwt. SIMPSON STRUCTURAL CONNECTORS NAILING SCHEDULE Attics without storage 70 The Architect Shell net be responsiblersubfar any changes fi this caroled made by Fal alu for asphalt shingles shell be galvanized shad,stainless AWrs with storage 20 powner,roperly uthnlizedn'i�n writing,by the AmhileotW.rmmale4al supplier unless �IIIsRuu 6wao atom, o�le'e FlrvLa cling ue; ,e B1e s`thaeese steel,aluminum or copper mogng rialto,minimum 12 gage shank with (H7)20YY;'LENGTH- 4z-Btl TO RAFTER,2z-Btl TO PLATES,g%Atl TO STUDS Rooms other than sleeping room 40 L09 4mu 'PO� Y anrym�yvoe�y�s,}(Lltae ipTe. �G�r a minimum 3/8-Inch tllemefar head,ASTM F ififi7,of a length to (HU2B}hk-i6d TO HEADER,4x-10dz1 "TO JOIST ,� 1 Sleeping moms 30 The Archllect shall not have control aver lar charge of and shell not be ;"� r =j, eh� ��451`sea plans(mrV'any addi)(ane'n e d to the penetrate through the roofing materials heal a minimum of W4 Inch in (HU26)-4x-ifitl TO HEADER,2z-10dxi)z"TO JOIST Stairs 40 responsible far construction means,methods,techniques,sequences or requ remw ) to the moi sheathing. Wham the sheathing is lase Men 3/41nch (CS20)9"LENGTH- 18x-ad P�VtJt6 car"" Guardrails antl handreds 200 procetlums or for safety preraugons and programs In connection with the work Double framing around all openings unloose otherwise noted. thickshall, comply folaeith ASTll F1667.pandindethmugh the sheathing. Fasteners (LSTA36)36'LENGTH-28x 10d\LTP4PLATES,-12x43driyz f M�� E0 .\ TABLE301.S:-MINIMUM ROOF LIVE LOADS INPOUNDS-FORCEPERSQUARE since these am solely the General Contractor's responsibility under theGenaml All wood beamsbeadngonsteelshallhaweaminimum bearkiof2'. AsphaamhInglehABThamthe.minimum (HB)19•LENGTH-TO HE DER,ax1BdTax-BtlTOSTU05 pa-t.pU�puNE`'�E41Y�' Contractors construction contract. Asphalt bythesshallhturor. sphalts ngms shall be recur 6 '(kms` re uiretlb ihamenufacturer. Ae halt shin les shall besecoretlb (HU210-2}B%-i6d TO HEADER,Bz-ifitl TO JOIST WP FOOT OF HORRONTAL PROJECTION All lumbr sh II b, clly ,esobetl�nR h I1 be new unlPsea R1Flrearwise q Y P g 1 r u aryW area Na changes b these drawings nor to anywork an thleproject me he made ro bare 'cLs um lar s a I Re a from kno s e s,rot, the mofwith not lees than six fasteners per aMp shingle(Due to 120 (HU210)-Bx-i 6d TO HEADER,4%-10dx1 JQ'TO JOIST /e1 _ In square feet forany e e y RPmPgus,or�therd a mph basic wind speed). (HU2B-2}8%-i6d TO HEADER,4x-10tlz tYz"TO JOIST tw• structural member Withoutobtaining the wd0en approval of the AmhlWd. Alin rwllI th,h ed rsend trimme and oth rhotlzantel wood (TP37)-32z-Bdx1 Ya" 0 to 201 b Over Th.Architect shell not be responsible for General Canhadofa schedules marc ars sP13Y�lIe Be vn�1 the crown edgempware. O L10.5 (PBS66)14s16d Roof elope 200 600 00 or failure tow out the work In accordance with the commI document.The ❑ ellspp��llh 1p �ypsUmboadat ttlsa d iln W/(3)Mate tape Flat or rise less then 4lnches per foot(1:3) 2p ifi 12 Architect shall not have control war or charge of acts or omissions of the entl specpo Onlah(plamlum compouni reesy fafiaall. O �� General Contractor,subconlracera or their agents or emplavaes,orofany /�'1 d alit b ��ro �h el ba 118' afar resistant and'Dan. (` OCCUPA � �. r pTIFi other persona performing portlws of the work. Shlai skzll b�lnstallealn aRrPullesitawesweTl areas. O P R E Y NEST a � ERWAITOURIE MATE NAILING CERTIFICATIONOFPLUMBERC Rise 4 Inches per foot(1:3)0less than 12 16 14 12 All drywalls outside comere shall have a rmetal bead. ROAD ^^ US E IS U iV �RT�r Inches perfect(1:1) The General Contractor shall wngrm and witty existing bearing conditions pet�ahh e u re ell areae where editing hes bean removed entl/Tr new 0 ILAI�FI�I- AEQUTAED NAILING E CONNECTIONS QN LEAD CONTE , end structural members labra proceeding with the work.Any discrepancies warkslluPe`�xistPing, oOJ REQUIRED. CERTIFICATEOF Rise 12 Inches per foot(1:1)and greater discovered are to be brougmfi the Architect's attention by the General ��^ r° TLj^UT CERTIFICATE C 12 12 12 �,�1s�rm tlr�lis lonslruAr$[I 9 io MI�(orl to the Americsn Nallonal Contractor. nada ssxatlon amen Ica ane. �/t f.1 �/ APPROVE©AS NOTED OLDER USED l 12. Required'Emergency Escape and Rescue Openings'and General Contractor to patch all floor,wall,and calling areas affected by naw Provide metal drip flashing over all windows and doom as required. [1� Qr 'UPANCT SUPPLYSYSTEM N "E%LLs"shell confirm to the'Resitlenllal Code of NYs'(IBC) construction gush to match existing unless otherwise noted including vide ntl' slelI" m Dart(minllmum� (Tvpa'X"as nT6e�d d shell r�^V III DATE: 10 B,P.Y // �i EXCEED Mew sen ce gs, neaeo tle ala tit9O:Nl gypsum �r 2/10 OF1 V. Section R310 and R311 replacement and mpar of all him,finishes,etc. P. nfe,,.. s e�. �• FEE: ��� � ,� =//!� IF '^ FEE: BUILDING IDE: RTMEPA NT , LCONSTRUCTION'SHALL NOTIFY�O 765-1802 SAM TO 4 PM FOR THE M� THE REQUIREMENTS OF THE RETAIN STORM WATER RUNOFF DESIGN CRITERIA UTILITY POLE EXISTING �ife FOLLOWING INSPECTIONS: CODES OF NEW YORK STATE. PURSUANT TO SECTION 45-iOC w/GUIDEWIRE EL.105 AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)WOOD X11 li) III I Ill r�,; IIIIII�I I; II��II VIItiJllllli till, it ;IIII 'N II '�' SANITARY / \,\S ��'' 1. FOUNDATION • TWO REQUIRED THE TOWN CODE, FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY , I ,I III III 4111 ' 1 I I1hl 1 1 " I d• SYSTEM o• FOR POURED CONCRETE III 11111 III o i' f11 Ij III DWELLINGS(WFCM) 1995 HIGH WIND EDITION ry111 III lul IIII I111'Iill i'i IA 11 NtAGy'r , I ',IiIIIIII Ill Jl,�li � y \�,04 3. INSULATION 8 PLUMBING 1 11 IML. 11Ir I;a III-11;1 Ia I�Ii1IP Ill till l 4i 'II as '••rpa✓ �9\ 4. FINAL - CONSTRLUCTION MUST /� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I';IIII 1� II „I,I IN PII J Ju µ�ll{111I II IIJI: :' I . III; I'•. ADDITIIONUTILITv \ BE COMPLETE FdR C.O. /rc3 Hats el Architect P. C. WIND SUBJECT TO DAMAGE FROM 11 i, kidla v ,�{r..,r'Ili I, ', es /' ROOM 7�s ALL CONSTRUCTIONJ SHALL MEET THE 7 ICE SHIELD FLOOD VIII II h, , III? 11I NpN*d%rh�ryYi 'I 4, --.- WINTER UNDERLAY- HAZARDS II I' 4,u1J r1l lam, h'`� lii��iI� ��IIII;'°I III SII tl'I II II / \ REQUIREMENTS OF'THE CODES OF NEW GROUND SEISMIC I ,1 i1�ll II III II L !;,� II I� �i 3Nn 0001 I, \ ) Q7� 1 SHORE, MAIN STREET ,, 11 I)I,1{1, 111 (IIII II �� / \ YORK STATE. NOT RESPONSIBLE FOR SNOW DESIGN FROST LINE DESIGN MENT IMI 1 IIII ",11 IIIIi.�il111; i�IIII;, \''II III I! \ DESIGN OR CONSTRUCTION ERRORS. BAY SHORE, NEW YORK 11706 LOAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED AE:-10 .1111 < A III III I' I / •\ NEw ENTRv TEL: 631.665.7525 - FAX:631.665.7595 milli U N;U w III 1,11111111 STAIRS \ 45 PSF 120 MPH C SEVERE 3 FT MODERATHEAVY SUGHTIMODERATE 11 REQUIRED i I I I h 11 ^" I�II II1111 1 „ II II ,L " 11,11 j 2 �• '\ www.irahespel.com P 1 ,,,; ""� 1 .; I "4iM t� %";';� :•, EL2' Copyright ©2003 Ira Haspel NI Rights Reserved. 1 �' ,i llu(r IIII 1 ii4 tlltil W ,:;s \ f II11j 1 i11��1111. I��IiI l 1' �I �1 III LO 11� U VIII, Ii 'ah I � '• \ __PN11C100-Li PmlectNme entl bcetlM' � ,, 1111I., i,lnwma, ,,i11IIII ,°Iii X11:1, N MPLYWITH ALL CODES OF . �O ;_: _ EXISTING 1 DELANEY RESIDENCE REScheck Compliance Certificate Checked By/Date YORK STATE III CODES" tit •, - :� FRM.He❑eE 1. ADDITION / RENOVATION OODZONE New York State Energy Conservation Construction Code fib' F.F.EL.13.0' / AS REQUIRED AND CONDITIONS OF REScheck Software Version 3.5 Release 1 e .�• EXISTING BE COMPLY WITH DAMAGE PREVE� Data filename: R:\Residential\DELANEY\Constructlon\Mist\energy calcs.rok SOl1T1i0LDTOWN ZBA EXISTINGC PORT „�a pE ./ STAIR TO eE 495 Osprey Nest Lane SOUTHOLDFLOOD TOW PREY t4' COUNTY: Suffolk - LSrOVVUTuuHOrvrvLDTOWNPLANNINGBOARD �OSTOVED ro Pg9 / REMOVED SOUTHOLD STATE: New York ^S' ,ryrArrwDTOWNTAUSTEEB BE REMOVED \ s CCS Ltl / / DECKTOREPLACE East Mariont NY -^ NEW ELEVATED HDD: 5750 -� / PROPOSED b}\ - - _� EXISTING ELT5 CONSTRUCTION DOCUMENT DATE CONSTRUCTION TYPE: Detached 1 or 2 Family s N.Y.B,Obi ADDITION - -_ _ N REVISIONS DATE HEATING TYPE: Non-Electric ryq '- 1 Bull Department Submission 3/5/04 \ '- 2 Owner requested revisions 3/15/04 DATE:COMPLIANCE: 3 SOUTHOLD BUILDING DEPARTMENT SUBMISSION 10/14/04 COMPLIANCE: 110 \ /CT'' 4 SOUTHOLD BUILDING DEPARTMENT SUBMISSION-DELETE GARAGE 3123105 Maximum UA = 110 �`�" • Your Home UA = 101 �j PROPOSED\ 8.2% Better Than Code (UA) DECK \% a Gross Glazing ADDITION orb 6gtor O Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA V °mwingae: GENERAL NOTES, LOAD PATH Calling l: Flat Calling or Scissor Truss 52719.00.027 20% wOwAeLE Lor covEeRACE NAILING SCHEDULE; SITE PLAN Ceiling 2: Flat Ceiling or Scissor Truss 73 19.0 0.0 4 LOT SIZE=17,501 SO.M. Wall l: Wood Frame, 16" O.C. 52019.00.031 \ ALLOWABLE=LOT COVERAGE=3,50D So FT Wall 2: Wood Frame, 16" o.c. 20319.0 0.06 F PROPOSED LOT COVERRAGE Tex mepm. Phase: Window 1: Vinyl Frame:Double Pane with Lol77 0.34026 (16� (PROPOSED COVERAGiE)/(LOT All X100 1000 - 35 - 06 - 31 CONSTRUCTION DOCUMENTS Door 1: Solid 20 0.340 7 ` a y [(1,460 DIST.HOUSE)+ (526.4 ADDITION)+(573 DEC Boller 1: Click here to select Assembly, 80 AFUE - 5� STEPS)+(87.3 UTIL RMI&STEPS)+(BSBTEPS It -' Furnace l: Forced Hot Air, 78 AFUE GJ IANDING)J/(17,501 LOTQ x 100 WA G: Be ,tieR ' "dRQ?. drawn by. JM NO. COMPLIANCE STATEMENT: The proposed building represented In this document Is consistent with the building plans, It Is a violationssa of the law for any """"' , JJC/NCE specifications, and other calculation submitted with this permit application. The proposed systems have been designed to meet the �` COVERAGE 700=16.54%PROPO6ED LOT 8pt 218604 COVERAGE person,unless acting under the direct xUr a t, New York State Energy Conserve n nstructlon Code requirements. When a Registered Design Professional has stamped and SITE PLAN supervlSlon of a licensed architect,to �4' ` R'j. r eaale. sad signed this page, they ar stt in th t to the est of his/her knowle 9e, belief, and professional Judgment, such plans or alter any item In any way bearing the 4` ,f�(1:''4l 1a M 3/5/04 SCALE 1" = 20'-0" 3 seal of an architect. If an alteration Is Marked specifications are in co Icor e i h t is C da // �� 1rtr, '� ' Builder/Designer ecifications are Date ,LJ 6i made,the altering architect shall affix 4 drewmg rw.. d the notation by his BASED ON SURVEY BY PECONIC SURVEYORS, P.C. and"Alterede sped fi to of qutdl alter of ti 13'r ±+ A DATED NOV. 10,2003 signalurelhe date lot uch alteration, t r,,`M11 a o �`�� IS � NOTES: 1) OPTIONAL REINFORCED CONCRETE LETAINING WALL IN LIEU OF WOOD RETAINING WALL. 51'-92" 2) PROVIDE LEADERS AND GUTTERS FOR ENTIRE HOUSE W/ PIPES TO DRYWELL. 15'-4" ADDITION 28'-1" 8'-42" ADDITION EXIST.GRADE 6X6 ACQ POST ON 3) RELOCATE EXISTING UTILITIES TO UTILITY ROOM EL:8.3.1 12"DIA. P.C. PIER TO EXIST.GRADE Y 36"BELOW GRADE; Y EL: 8.3 HANDRAIF.A. UNDER SIMPSON(ASU66) 5/4 X 6 MAHOGANY [—STAIRS DECKING (3)2X8 OR `I"I LINE OF STAIRS +EL: 8.3 I ABOVE UP B R r� EXIST.GRADE @6 EL:8.3 AY I I I I � ib I r- --� j 2X10 ACQ LEDGER; 1 _ t.3)2X8 HDR END JOIST (2)LAG BOLTS ED E 1; Oh. `-V"�-J g" EXISTING g" '� 74'-8" WASITE LINE 13'-4Z" 13'-42" 8" N 21 HIGH POINT OF EXIST. SLAB @ NEW GRADE@EL: +8.2' EL:+5.3' EXIST. 2X8 FJ's O1 514 X 6 MAHOGANY DECKING 4X4 ACQ POST T.O .W. FLOWTHROUGH! 8"DIA. P.C. PIER TO L_xw.__� EL:A. VENTS 36"BELOW GRADE K -- -, r---_� SIMPSON (ABA44) ti, • c9' #5 DOWELS@ "". =':`,,.,�; ;a•:. 1• m 24"O.C.(7YP) L_ _ 1 2 3'-5'" `I NEW SLAB ON GRADE '� , C R 19 SILL �' _ Z NEW 10 TON HELICAL PILINGS 2X10 ACQ LEDGER; o r W/NEW GRADE BEAM (TYP) zi (2)LAG BOLTS @ 16"O.C. n• (2)2, --� F 2'CONC.SLAB W/H.D. "L o GALV. DIAMOND WIRE LINE OF STEPS< r(( ----y+- MESH PAINT ABOVE - M1Y'I • ---- -,I 7EOXIF710NG BASEMENT ---- LAG BOLQT @DGER;D. r 6 .D.C. m R M TOP OF @ 18"O. - Z J' -J " O F- L_____ _ o Ire' NEW GRADE EL.7.75 �__- _y�AN TRIMMERS AT RS ^ SLAB OTO FJOERSIDE DOWELS 1 -~-�11�, 1 �, a l l BIBLE UP 1 NE STAIRS1„ 7'-01" d- +;41 HWH HANDRAILS PER T.O.W. EL:+12.19 CODE 9' B :" •a. • o I I in • NEW 3-1/2"DIA. S.W. NEW 10 TON HELICAL s PILINGS � L----J STL. COL.ON 24"X 6'-9" W/NEW GRADE BEAM (TYP) ••- 1r 1r ,i 24"X 12"P.C. PIER(TYP 3) _ f,� BRIDGE @MIDSPAN L--- 7 s TO RE MOVED LI lr-i-- #5 DOWELS@� , Li,f(1' EXISTING a NEW 1Jb 131�IS___� I r ;,•p 2X8 F.JO 1 -- "" '"'� REMOVE EXISTING CONCRETE BLOCK WALL AND d'u INSTALL NEW 10 TON HELICAL - III 24 O.C.(TYP) FOOTING; INSTALL NEW REINFORCED CONCRETE r- -r '�' 1 J' 2 —IN WALL, PILE CAPS,AND PILINGS 1 Ill PILINGS UNDER ALL III rn 'I EXISTING COL. FOOTINGS * i _ Illi 2X8NF.d/ A4-1 .'s eit is ,I _, �_ __J PROVIDE TEMPORAR r_r,�7_r @ 16" O.C, - / LOW POINT OF NEW GRADE SUPPORTS FOR 1 BRIDGE ® MIDSPAN r r @EL:+6.8' REMOVE EXISTING •5., I. OIL TANK;PROVID BLOCK DOOR TO BE REMOVED STRUCTURE BLOCJK UP WALL WATERPROOFING ABOVE III - 1° 2xa ACO LEDGER; (2 NEW 225 GAL. � L-F-I- L_* .i ;r INSTALL WATERPROOFING DI INSTALL NEW 10 TON ;r uc eoLT®1s•o.a TANKS IN BSM7 THE EXTERIOR OF THE BUILDING III HELICAL PILINGS UNDER o NEW 10 TON HELICAL ALL NEW COi_ FOOTINGS I t .(312X8 HPILINGS@ MAX.U-0- L]R END_J91SS. _ _ _ �� 11 ;rjl W/NEW GRADE BEAM�1N — — — .— — — . — — — — — . — EXISTING 3-1/2"DIA. 111 °' - --J S.W. STL. COLF` (TVP) in EXIST. GRADE EL:6.8 Ira Haspel Architect, P. C. in J514 X6 MAHOGANY N`° JII NEW CHANCE FOUNDATION L-i,-J 1r; DECKING 7 c� ---- REPAIR BRACKET(TYP) -!^ -J 126 FAST MAIN STREET b _ �3Le)(12 _,02X8 _ m _ III NEW SLAB @ k'1' BAY SHORE, NEW YORK 11706 ,__ — �1N 1 TEL: 631.665.7525 - FAX: 631.665.7595 2X10 ACQ LEDG6ER; 111 EL:+5.3' �; A -1N www.irahas el.cOm �^ 2 LAG BOLTS 13'D.C. Zi - m --N - O REMOVE EXISTING 'o'" P M o o r~n CHIMNEYAND #5 DOWELS @ ,r(! Copyright ©2003 Ira Haspel All Rights Reserved. do u� BASE 11 24"O.C.(TYP) r PmfeC ""meB"d DELANEY RESIDENCE v ---- -, _(3i2Xe , :I;,.; k ', ;c: a; `iI ADDITION / RENOVATION PILING W/BRACKET . — ._ ._ ._. —I I ' @ 6'A"O.C.(TYP) . . _- -_-----J EXIST, GRADE 495 Osprey Nest Lane N x 6'-0" 6'-O" 6'-0" 6'-0" 6'-0" 6'-0" EL:7.1 YA U East Marion, NY 1 = Y o INFILL W/RERP OOFIN o o do EXIST.GRADE l5//4"X6" MAHOGANY WALL;WATERPROOFING x CONSTRUCTION DOCUMENT GATE DECKING r 6X6 ACQ POST ON m1 � 3 HANDRAILS EL:6.8 N REVISIONS PER CODE UP 10 RIS. D 12'DIA.P.C. PIER TO ,�i z I Building Department Submission DATE 38'BELOW GRADE; 3/5/04 @ T25" SIMPSON (ABU66) �� j 2 Owner requested revisions 3/15/04 LINE OF DECIK ABOVE . 1 3 SOUTHOLD BUILDING DEPARTMENT SUBMISSION 10/14!04 (3)2XB (3)2X{8 (3)2X8 (3)2X8 (3)2X8 (3)2X8 4 SOUTHOLD BUILDING DEPARTMENT SUBMISSION-DELETE GARAGE 3/23/05 7F 2 15-4" ADDITION 28'-I" EXISTING BASEMENT 8'-1" RE-BUILT eeW1on"Ila: PROPOSED FOUNDATION PLAN 51'-62" Tae map no.. Ptuse: CONSTRUCTION DOCUMENTS PROPOSED FOUNDATION PLAN ALL EXTERIOR LUMBER TO BE ACQ TREATED Legend: 1000 - 35 - 06 - 31 SCALE: 1/4"=' '-0" WARNING' seal °'�"^q' Jab No. NOTE: -EXISTING WALL TO REMAIN It is a violation of the law for any �6a'$n'�RC JJC AFTER PILINGS ARE INSTALLED I LEVEL FRAMING AND SUPPORT FIRST FLOOR SYSTEM person, unless acting underthe direct p� M e• �fA 218604 AND RE-ANCHOR TO FOUNDATION.SEE DETAIL 5;A4-1. ______ -EXISTING WALL TO BE REMOVED supervision of a licensed architec -NEW WALL t,to k' P� ' �y saalaAS ears: alter any Item In any bearing the J' • -NEW 10 TON HELICAL PILINGS UNDER seal of an architect. If an alteration Is C y" Marked 315104 EXISTING FOOTING,NEW COLUMN made,the altering architect shall affix v t -V g= drawing no.: FOOTINGS AND NEW WALL FOOTINGS to his item the seal and the natation ; A 1 0 y signature,l ,tthe date olowed f such elte'ratlon, 4 and a specific description of the - t e i'to 51'-92" 15'-4" ADDITION 28'-1" 8'-42" ADDITION 6r 31 6' 6.. 9. 0,. 6'-32.. NOTES: HANDRAILS PER CO E r-- - -------� UTILITY ROOM FLOOR TO BE 2"CONCRETE SLAB W/ H.D.GALV. DIAMOND WIRE MESH AND EPDXY FLOOR FINISH. 2X6 RR's LINE OF OVERHANG 8 -22 7'-2" 16O.C. ° - DOUBLE FLOOR JOISTS UNDER PARALLEL K ARCH LOAD BEARING o PARTITIONS THROUGHOUT(TYP) D@N88 RIS. m BRACKETS PER OWNER j_________ __ _ _ 6_ _ �________� __,______ LANDING 3 __________�__I 3'X 4' E S 2 ZX HDR. EL:+12.83 EGRESS SHOW ER o _,_ ____ 1 r e 1 EXIST. R.R.'s EXISTING ELECTRIC PANEL- 18210 iH---- 11 III RELOCATE TO UTILITY ROOM '1 VIII la 11 IIIRN Iu TO REMAIN PATCH WALL TO MATCH 9'-112 ' 12'-5" ADJACENT SIN lid m Lwni SIN 4' 62 EXIST. ij c�7 N ❑ LI 'I BEDROOM x w SHELVES II m N IT m PLATFORM a RV38 B 'I SADJ. 35TUDY NEW II,I, 2X6 Cr 3 °' u1 'II 1' BUILT IN N m 1 - _ _ FOYER IIIII U o X NEW II'i i® i6r' O.0 5'_32° NEWOILFIREDFORCEDHOT AIRTR BKYLIGHT tiN L____� �_ AIR CONDITIONING SYSTEM. CONTRACTOR —IN m N - -� 1'i10" N III c° (2)2X8 TO SUPPLY SHOP DRAWINGS FOR APPROVAL o ;I N MASTER BATH SHELVES z 1HR& _ "" PRIOR TO PROCQEDING in i1 11 r_______ j_� 1 iSHELVES - 3 -0' ^ MED. CAQ. 17-9' 3611 N a NEW p 1e" O.C. ( ray%i 45° Til Til 0" DOUR LANDING RECESSO' / r l3uas RIMMERS 1a �r_f- .___ ___ SINRIMNERE - �_________ _ _ EL:+9.83' NEW m _REMOVE EXIST! G �%%fib --G�ue� BATH IF2 NEW C . „-r n� ` u NJW , „ 'n ME i1 MIRROR R CESSED r--- ENT �" - " - I 1 rT O ___ - 3 - r Q_I L ® IIII N R b m itis C =IN 'I, ED. CAB. IL ____ - Ln�rlcss� / `I' 'I NEW 1 HALL _--- � � I I nlmF I 22X8 MIRROR ---� --- ,* ,,,,,,,,,,,,, I I N -------- --__ WA RI'P o[ ..� (12X2 - O LTI _ o NEW Ilr______- - „ Co II —� , = STEPS TO GRADE W/ _ __ _ - N 14 d' m J'I 7T 811 N 0 _________ �I / ,I I. NEW CL. LS/B"TYPE'X'GYP.BD. - PLATFORM AND HANDRAILS M STER BEDROOM r--------- _ _ o =V REMOVE -----= ( _ _'1,_ ' FIN WALLS&CLG PER CODE;V.I.F. •-IN 1 N EXISTING L- L .NEW io - @ 7 III _ c __- li 'a (8 HR 8 MIRROR I Q HR&SHELF I _ - m HELVES __ Ill STEPS 1 " n " 132• 0 M F-------- K _ ,m ...I I I 1 31.. ID ❑ I _ _ l r----------- I= a I 'f�1 I x �_ -_ ��I I I � 4"12 2 y NEW 2XB C.T. s 6'BIFOLD �i i�IN __a „ g a ® 16" D.C. 1 NEW 2X10 R.R.'s N h o 1 IY w I PROVIDE VENT THROUGH ROOF TO CODE m `il .- ( ' 1 1 NEW EXIST. x B FOR NEW OIL FIRED HEATER ® 16' O.0 1 I,I BATH- - w _ �_______ _ __4 _______ rl BEDROOM v C___ I rn m N i 42 NEW GAS FIREPLACE I 21-2 IIII J'"TOP IIP Ii;I!I 1011ll 11 tllllll I'111I I. VNIti IP III -0IIPIL ii DIRECT VENT I _r_ 60"TUB L_____ ____________ _ II 1 II I I' 1rCABINET O0O i-�- REF _ 1 2)2X6 tyr, •p �LI E OF 2X4 I PROVIDE HR'S 4-1/2f' -KN(EEWALL ABOVE (4)1,4 PORT; III �. PER CODE FURRING BLOCK SOLID II y "! -T-� TO FDN 111 U 1111 EMOVE j RV3828 Ij II 1 II ° 11 aKYL1rzH1T_ 1 11 EXISTING I 1 4i III 1 r7 h F`__L j S77TEPS z v II Z F--_, I Q/ III r 1 -_L -'-------rte- I li w1 EXISTING FIRa 02/ lila REMOVE MODIFIED XNxm -i L- F.F.QEL:+13V A/ y1 WIY -------- 0 S 111 WALL (a)EL: + 13,0' U � ISLAND/ � I ❑, 1- 1 a/ ¢II� �t- L_________- n TABLE yll a 11 w 1 w1 Orn 1--T-� '1 m SII IN c01 `N 11 NEW KITCHEN �_ I I I I I i� 2 13/4"X 9111 LVL HDR w, ( ) T 1 z rn IL _ , _, _ _. � I. _NEW 2X10 RIDGE_ _ ,c _�_______� 1 1 ____ I I - h.. _. — _ � I I I L � �__ CW24 P4040 CW24 � L_ —_ K EIO v i_________� _____ ________ (3)2X6: __ ,.,�I BLOCK SOLI li \ cilli—f m 0 i 1n 2'-10" 4'-10" 0 4'-10" 2'-1b.r 1 1 \ 11 of x 1 U -I 1 FLAT CLG. @1+ 10'-0"A.F.F. 1 111 0: z \ 1 1 ti Li ti (2)2X4 N N is III J 015-4" bl mo °� POST 1X 10 NEW DINING AREA l EXIST. R.t2.'s \ Ili N10 m a mi 7.25' CATHEDRAL CEILING 1 l T0� \ Illi 3® 3® X 11AII 3 .� 60"FRENCIiI � \ 1,1 LEVEL w w o M V )EXIST. R�.R.'s REMOVE \--i100R Z z TO REMAIN rC\\IR�PLACE \ 11 N 8'PLT HGT I \ III 0' PLT HG V li M (2)2X10 (2)2X12 _ _ (2)p(12 / I'S LT. (2)2X10 11 1 ____ _________________1______-_L"'_____- (3)2X4iPU-- _ CW- IJm 1 L__7___________________ ___,________________ --- p 1 �__________--� ow PROPOSED FIRST FLOOR PLAN Y r' /ra Has el Architect, P. C. w 11 1 126 EAST MAIN STREET SCALE 4"=1 '-0" 1 1 TOP OF DECK 1 QA BAY SHORE, NEW YORK 11706 Legend' 0 SEL:+12.83' > 1 TEL: 631.665.7525 - FAX: 631.665.7595 an '� www. irehaspel.com - EXISTING WALL TO REMAIN 11 NEW HANDRAILS Copyright ©2003 Ira Haspel All Rights Reserved. 1 PER CODE(TYP) 1 - EXISTING WALL TO BE REMOVED ' 11 Fmleet name and bcwJmt DELANEY RESIDENCE -NEW WALL 1 II ------------------------------ --------- ADDITION / RENOVATION REMOVE EXISTING DECK 495 Osprey Nest Lane 36'-22" O.A NEW DECK AND STAIRS East Marion, NY CONSTRUCTION DOCUMENT DATE N REVISIONS DATE 1 Building Department Submission 3/5/04 4" THRU ROOF ROOF 2 Owner requested revisions 3/15/04 3 SOUTHOLD BUILDING DEPARTMENT SUBMISSION 10/14/04 MASTER HATH KITCHEN BATH 1 BATH 2 4 SOUTHOLD BUILDING DEPARTMENT SUBMISSION-DELETE GARAGE 3/23/05 1 1,r 1 1 2" 1 1 2' 1 1 2" 1 1/T 1 1,12" I /2 1�' 1 11 i 1 1 2" 1 1T2- I I/i I GrewlnB tl1b sHOwER sNOwER PROPOSED FIRST FLOOR PLAN 11/2"" ,R,P/2.aT TB® A1/2.T.P B/w TUB "/'' 'R"" '/�' ,R"° PLUMBING RISER DIAGRAM 1 1 /2" TR /2" iR R 2 R Tax map no.. Phase: CO 1000 - 35 - 06 - 31 CONSTRUCTION DOCUMENTS r - - - - FA,I. C.oi I I _ WARNING: seal drawn try. Job No ED A4K_ .: C.O. It is a Violation of the law for any BRJJCMCE 218604 SANITARY person, unless acting under the direct �4 N A n �'"A scala; eats: SYSTEM supewislon of a licensed architect,to p w .d, HousE T alter any Item In any way bear.ng the yrs ? e hA AS 3/5134 BASEMENT seal of an architect. If an alteration Is * Marked PLUMBING RISER DIAGRAM made, Item to seal eng a and the shallaffixtl2wlna no to his Item the :"followed and the notation ' �r A 1 "Altered by:"followed by his _ NOT TO '.SCALE signature,the date of such alteration, and a specific description ofthe mea �yoti EXISTING ADDITION NEW OVERHANG ADDITION D 3-1/2"'VINYL CARPENT Y' 3- PITCH NEW ROOF AS REQUIRED 36'WIDE VALLEY FLASH SURROUNDS W/CRO IN TO MATCH EXISTING PITCH AND WEATHERWATCH EXISTING MOLDING BY WOLVERI E(TYP) —I3-12 (TYP) ROOF - — — — — — M STER BEDROOM KITCHEN CEILING' EL'25.0' BLIND ALGMINUv1 FLASHING(TYP) OIL FLUE TO CODE " FIRST FLOOR PLT HGT. EL:21.68'+ ,LUTILITY PLT EL: 18.6_ ® ®' NEW VINYL SIDING,TRIM BOARDS 6FACIA AS SELECTED BY OWNER EXIST. CAR _ PORTROOFTO BE REMOVED STEPS W/PLATFORM AND HANDRAILS PER I HANDRAILS PER I I CODE TO GRADE CODE — — —FIRST FLOOR EL 13;0 I I TOP OF FOUNDATION ; -0'-iQ1'4" RAIL NOT LANDING EL: +9_83' ITY SHOWN '. _ ELI 0'4 ENT �OPEN� —, — — J — —, UTILITY FLOOR EL: 10.0 GRADE EL: +3.3' - — — — — — — — l POINT OF NEW GRADE EL_8.2'A STUCCOOVEREXISTING I— iCONCRETE FOUNDATION SIMPSON PS 2186 i IL I I ' 4X4 ACO POST; J LINE OF EXISTING GRADE BLOCK SOLID TO 8"DIA P.C.PIER;TO 36"BELOW GRADE; ____________I _-__ SIMPSON (ABA44)STRAP y� �J _______________ 6X6 ACQ POST; I I BLOCK SOLID T012"DIA NEW 10 TON HELICAL PILINGS P.C.PIER,TO 36" BELOW GRADE; MAX. EA O.C.P) NEW SIMPSON (ABU66)STRAP GRADE BEAM(TVP) 2 A41 PROPOSED NORTH ELEVATION SCALE: 1/4"=1 '-0" 1 EXISTING HOUSE ADDITION 16"DIA.VENTS WI AND WEATHERWATCH INSECT SCREENS BLIND ALUMINUM FLASHING EXISTING ROOF 36"WIDE VALLEY FLASH MASTER&KITCHEN CLG EL+25.00'_ — '— —' —'—,_PITCH NEW ROOF AS — — — LOW PROFILE CONTINUOUS RIDGE REQ'D TO MATCH 12 - EXISTING 3-1/2F = VENTING; LENGTH PER CODE TOP OF RIDGE EL:+24.00' PITCH — NEW GABLE ATTIC FLOOR EI — 77' _ _ _ _ _ ROOF r Architect, /� ./- .} �1 -tFIRST FLOOR CLG EI: +21.OB' _ /I HaSpeI /`1/ C! /�LeCL, P. `/. 126 EAST MAIN STREET LINE OF EXISTING CAR PORT- �' �\Y, - BAY SHORE, NEW YORK 11706 TO BE REMOVED------,," ;:�� `.� I / i' `. ' TEL: 631.665.7525 - FAX: 631.665.7595 .,,<="; CW24 RFSS P4040 CW24 RESS CW2 RHSS W25 GRES�S www.iralaspel.com —� \\ HANDRAILS PER CODE((TYP) Copyright ©2003 Ira Hespel All Rights Reserved. II MAX. SPACING=4'CLEAR II � Pmlect name and bceden: DELANEY RESIDENCE +E -FL EI:+13.00'- - - - - - — — — —TOP OF DECK EL:+12.83' ------ —' — — '— ADDITION / RENOVATION ------ SIMPSON - S 186 495 Os ray Nest Lane UTILITY FL. El: +10.00' Ili — — — 1F STRAPS P EastMarion, NY GRADE NT @ FNO_RTH SIDE ELI X8.2' OPEN -- --- I I L # REVISIONS ION DOCUMENT DATE DATE EXISTING GRADE EL:+6.8' - 1 Buildm Department Submission 3/5/04 2 Owner requested revisions II I� I II 3/15/04 II II l 3X6 AGO POST ON 121'DIA P.C. PIER; II 3 SOUTHOLD BU'LDING DEPARTMENT SUBMISSION 10/14/04 PIER TO 36' BELOW III ii 4 SOUTHOLD BUILDING P) 3/23/05 SIMPSON(ABU66) �J L� ------------ - - ----------- ° °----------- - - ----------- -----------I - ---- -� O.Ingddm PROPOSED NORTH; SOUTH L J NEW 10 TON HELICAL PILINGS J ELEVATIONS �MAX. 6'-0"O.C.W/NEW GRADE BEAM (TYP) 6'-0" Tax map no.. Phase: 1000 - 35 - 06 - 31 CONSTRUCTION DOCUMENTS z 1 � A4-1 NEW CHANCE FOUNDATION A4-1 REPAIR BRACKET(rYP) WARNING: seal tlrawn by: Job No.. It is a violation of the law for any r,�ga$it)A e NCE person, unless acting under the direct 0 -01 218604 PROPOSED SOUTH ELEVATION supervision of a licensed architect,to QG �� ° I° �d d X .rale: alter any item In any way bearing the ` ! ll''1a As SCALE: 1/4"=1 '-O" seal of an architect. If an alteration is * fir. �F Marked 3/5/04 made,the altering architect shall 11 drawing no to his item the seal and the notatio 2 qo "Altered by:"followed by his signature, the date of such alteration, ° z e t{o A2 1 and a specific description of the °f%ese w� EXISTING ADDITION OVERHANG & UTILITY ROOM—' ENTRY PORCH BLIND ALUM. FLASHING 3 A NEW LOW PROFILE CONTINUOUS RIDGE VENTIN _lIlTOP OF RIDGE_+24_0' — — — _ . _ — 36"WIDE VALLEY FLASH W/ OIL FLUE -1 WEATHERGUARD PER CODE t21.08' FAIRSTTIC FLOOR EL:21.7T FLOOR CEILIN7 G EL — — LOAD BEARING ARCHITECTURAL Ti PLT HGT1 fi' COLUMNS AS SELECTED BY OWNER , � 1 3-12"'VINYL CARPENTRY' SURROUNDS W/CROWN NEW VINYL _� 1 _ MOLDING BY WOLVERINE TYP 0y 24 RkSS i— 1 C1(2 RESS (TYR) SIDING 8 -I - -+ --- ---- - ' ' TRIM i ® = _ _ -T __ HANDRAILS PER CODE(TYP) -1- IIII�IIII C 5 i ffST FLOOR EXIST 13:0_ — — _ . — , — , — —. — . — , _ . _. _. _ . - - - --. ---. 1- PLATFORM EL: 12.83' ,L �_ 1 III i ii Iii �Y•Il�+i UTILITY FL EL 10.0', II —Y �i GRADE +8.3' 2,GRADE EL: +7.1'— — / 36" INSUL 6-PANEL STUCCO OVER EXISTING 4X4 ACO POST; BLOCK III STEPS TO GRADE W/ CONCRETE FOUNDATI N SOLID TO B" DIA IP C 6X6 ACO POST; 6X6 ACO POST; . PLATFORM AND BLOCK SOLID TO 12"DIA III EXISTING STEPS TO GRADE PIER TO 36"BEL OIW GRADE; HANDRAILS PER CODE J BLOCK SOLID TO 12'CIA AND DECK AREA TO BE SIMPSON(ABA44)I(TVP) IL JI - P.C, PIER;TO 36"BELOW GRADE; P.C. PIER;TO 3fi"BELOW GRADE; REMOVED EXISTING S B. 5.3 SIMPSON ABA66 STRAP SIMPSON(ABU66)STRAP IL NEW SLAB EL 5.3 —J— , ,— _ L — — — — � —. ( ) C--------------------------------------------------------- LL_T ----------------- _J NEW 10 TON HELICAL PILINGS - NEW CHANCE FOUNDATION @ MAX. V-0"O.C.W/NEW REPAIR BRACKET(TYP) GRADE BEAM(TYR) 111JJJ��� 2 A4-1 L I` PROPOSED EAST ELEVATION SCALE. 1/4"=1'-0" EXISTING NEW ROOF ADDITI LOW PROFILE CONTINUOUS C e RIDGE VENTING BLIND ALU . FLASHING(TYP) 12 MA ______ ANEW 30 YEAR ASPHALT ------ + ROOFING SHINGLES? Y ------ ATTIC FLOOR EL:21.77 - — -- - - - - - - - - --- ARCHITECTURAL FL.CLG—-21.08' —I_ LQ ARCHITECTURAL LOAD BEARING ^BRACKETS AS SELECTED ® Ira Haspel Architect, P. `i. BYOWNER 8'-0"E R 45 O2 126 EAST MAIN STREET HANDRAILS PER CODE BAY SHORE, NEW YORK 11706 TEL: 631.865.7525 - FAX: 631.665.7595 1 www.irahaspel.com HANDRAILS PER CODE(TYR) 1 Copyright ©2003 Ira Haspel All Rights Reserved. _ _ FIRST FL,— Lu+13 t i- � Pm1ec[name and location: -, DELANEY RESIDENCE HANDRAIL NOT L_ � RAADDITION / RENOVATION HANDRAIL -1 SHOWN 6X6 ACO POST A f1Cc re S 4 / TUCCO OVER CONCRETE BLOCK? L-� 12"DIA. P.C. PIER TO 36"®FLOW GRADE; 95 OS Nest Lane GRD E6X6 ACO POST L-nL , SIMPSON (ABU66)STRAP Osprey 12" DIA. P.C. PIER TO 36" BELOW GRADE; _ GRD EL_7..1',L East Marion, NY SIMPSON(ABU66)STRAP CONSTRUCTION DOCUMENT DATE REVISIONS DATE I i I 1 Building Department Submission 3/5/04 I` 2 Owner requested revisions 3/15/04 3 SOUTHOLD BUILDING DEPARTMENTSUSMISSION 10/14/04 r J 4 SOUTHOLD BUILDING DEPARTMENT SUBMISSION-DELETE GARAGE 3/23/05 I I � J I _ _____________ _____________ ____ NEW 10 TON HELICAL PILINGS rJ �7 ®RADEB "O.C.P/NEW _____ ___ ______ ___ _____ ___ ___ ______ __ _______ _ ____________ _-_______ _____----------J prewlne tlue' PROPOSED EAST; WEST 2 BRACKET BEYOND(TYPNEW CHANCE )ON REPAIR ELEVATIONS A4-1 Tax map iw' Ptrase: 1000 - 35 - 06 - 31 CONSTRUCTION DOCUMENTS J A4-1J DDTi T "13"Ql '%XTUQrV V7 U17 A TT"XT seal drawn try' Job No It Is a Violation of the law for any �aMD 'SRR\. NCE person, unless acting under the direct p� tl t M �I��� 218604 supervision of a licensed architect,to alter any Item In any way bearing the 4+ `� °a AS 3/5/04 seal of an architect. If an alteration Is '4' Marked made,the altering architect shall affix n _ w drawing no.: to his Item the seal and the notation 4� A 2 2 .£ signature,lthe date eolf such owed by oti and a specific description of the �hnot o4o TYPICAL ROOF CONSTRUCTION -30 Yr ASPHALT SHINGLES PITCH OF NEW ROOFS TO CONTINUOUS RIDGE VENTING; -151b FELT UNDERLAYMENT MATCH EXISTING PITCHESLENGTH PER CODE -1/2"COX PLYWOOD SHEATHING VALLEY FLASH AND -2X10 RIDGE EXISTING WEATHERWATCH -2X8 R.R.'s @ 16"O.C. RIDGE TOP OF RIDGE EL:+24.00', 2"AIRSPACE 2x10 RIDGE BEYOND 2x8 @ 1fi"O.C. NEW 2X8 C.J:s 16"O.C. FIRST FL, PLT. EL: 21i@+_ r -1R-19 INSULATION TECO JOIST HANGARS(TYP) ,13/4 X 9 1/4 LVL HDR LINE OF EXISTING CARPORT - (2)2X12 HDR Z (31 1 3/4"X SH LVL ii SET16" ,-CW25 TO BE REMOVED x 3 3/4"BOLTS @ 24"O.C. ' NEW FRE N H DOORS W CW24 REBS P4040 CW24 REBS o LINE OF REMOVED II -- - WALL — NEW DINING AREA o RENOVATED LIVING ROOM 5/4"X 6"DECKING FILLED WALL FLU H 2XB ACQ D.J's HALL REMOVE F,XISTING BOX li @ i6"O.C. OPENING BEAM; SISTER NEW F.J. STOP OF DECK EL:+12.83 2" R-19 BEYOND FIRST F.F.. EL: 13.0'A EX ST 2X8 F V.@1B"O.C. EXIST 2XB F.J:s®18'O C. NL-VJ 2X8 FJ.'e®18'O.C. � _ NEW FOUNDATION WALL: I 2X10 ACQ LEDGER j REMOVE EXISTING SILL 8"CONCRETE WALL TECO HANGARS (2)LAG BOLTS @ 16"O. AND FOUNDATION WALL STUCCO OVER 8"X16" P.C. FOOTING 2X10 ACQ 2X8 ACQ SILL PLATE BEYOND LEDGE EXISTING(3)2X8 NEW(3)2X8 GIRDER CONCRETE SILL SEALER&COPPER TERMITE SHIELD II - GIRDER; 3-1/2"DIA. I S.W. STL COLON e"x 12"ANCHOR BOLTS @&-6"O.C.MAX. &3" OPEN) STUCCO OVER r FOOTING SQUARE WASHER FDN WALL EXISTING BASEMENT EXISTING BASEMENT " PITCH GRD EL: +7.V A LOCATED ON 2 TON BEARING VIRGIN SOIL EW N 3-1/2"DIA.S.W. ITYP) STL.COL.ON 24"X24"X12" P.C. FTG_/ BSMT SLAB EL:+ it II L----J L___J L_ FOUNDATION WATERPROOFING LI I I 6x6 POST ACQ ATTACHED `- III NEW 10 TON HELICAL PILINGS UNDER TO 12"DIA. PIER TO BE 48" _ _J �_� ALL INTERIOR COLUMN FOOTINGS BELOW GRADE (NEW AND EXISTING) w/SIMPSON(i'.BU66)(TYP) 2 NOTES: LOAD 2 -ALL EXTERIOR FRAMING LUMBER TO BE ACQ TREATED A4-1 -ALL DECKING TO BE MAHOGANY SECTION A FOR REEQUIRED GALV N Z DTMETIAAL STRAPS SHEET CS A4 1 SEE C NTINUOUS RAM SCALE: 1/4"=1'-CPP r PITCH NEW ROOF TO CONTINUOUS RIDGE VENTING; O LENGTH PER CODE ROOF CONSTRUCTION MATCH EXISTING NE14,S/STERSORRS 44/GNa/�NEs 30 YEAR ASPHALT SHINGLES w/15 LB.FELT 12 3-1/2 UNDERLAYMENT;36"WIDE STARTER STRIP OF /-I— NEW 2X12 WEATHER WATCH;19"WIDE FELT PARALLEL TO ____ RIDGE 'Z`C/877NG RR5 EAVES w/1/P'CDX PLYWOOD SHEATHING 2X8 C.T.'s @ 16"O.C. 4 1 " (5)16d A4-1 CLINCHED t.1E`r'j 2X10 NEWATTIC EX tNGaR,s EXISTING ATTIC BLINDALU MINUM 1S( FLASH (TYP)P) PLT HMT.EL:2�8' 2X8 C.J.'s 16"O.C. 2X8 C.J:s 16"O.C. NgIyRR's 2"AIR SPACE R-30 INSULA R-30 INILL WALL CONSTRUCTION CUT BACK EXISTING ` 2x6 STUDS .6"O.C.EXTERIOR (2)2X8 (2)2X8 HDR 2x4 STUDS 16"O.C.INTERIOR ROOF AND FASCIA R-19 IN WALLS 1/2"COX PLYWOOD(TYP.) CXW14 NEW M STER BEDROOM CL.. STAIR EI NEW BATH HALL EXIST. BEDROOM CW24 /ra Haspel Architect, P. C. EGRESS 126 EASTMAIN STREET BLIND ALUM. BAY SHORE, NEW YORK 11706 ALIGN HANDIL � FLASHING ELLISHPER C DE TEL: 631.665.7525 - FAX: 631.665.7595 i14 FIRST F.F. EL' 13'-0" r r R-30 INSUL www.irahaspel.Com EXIST 2X8 F.J.'s 16" CZMMM6M6W EXISTING 2X8 F.J.'S @ 16"O.C. I PLATFORM AND STEPS TO Copyright ©2003 Ira Haspel All Rights Reserved. STUCCO OVER CONCRETE i.' REMOVE EXISTING BOX BEAM; - GRADE AS REQ'D; e SISTER NEW F.J.'s FLUSH NEVIN NEW HEADERS AND TRIMME I J_ L HANDRAIL PER CODE Pmlect nems and boetlon: TYPICAL FOUNDATION WALL CONSTRUCTION: AT NEW STAIRWELL EXISTING(3)2X8 UTILITY F.F, EL_10'-0" D E LAN EY RESIDENCE // REMOVE F.J.'s AS SHOWN GIRDER;3-1/2"DIA. e"CONCRETEWALL OPEN) S.W.STL COL ON ADDITION / RENOVATION 8"X16"P.C. FOOTING FOOTING 2X6 ACQ SILL PLATE EL. 7.75' ✓ 495 Osprey Nest Lane #5 REBAR BOTH WAYS @ 32"O.C. SILL SEALER 8 COPPER TERMITE SEast Marion NY 3 tie EXISTING BASEMENT e'x 12"ANCHOR BOLTS @ 3'-6"O.C. MAX.W13: e+ Y�"' li e 4. BSMT SLAB EL: +5.3' SQUARE WASHER � y �� � � I CONSTRUCTION DOCUMENT GATE LOCATED ON 2 TON BEARING VIRGIN k REVISIONS DATE R-19;8 MIL V.B.TAPE JOINTS; li NEW 10 TON HELICAL PILING ,,gfM1��;*' IL----J L----J 2 Ownert Department revisions 3/5/04 Y2"TEXTURE 1-11 ;SEAL JOINTS q 3/15/04 NOTE: 3 SOUTHOLD BUILDING DEPARTMENT SUBMISSION 10/14/04 PITCH GRADE TO DFRAIN III 4 SOUTHOLD BUILDING DEPARTMENT SUBMISSIOWDELETE GARAGE 3/23/05 L-------------------------J SECTION B NOTES: -ALL EXTERIOR LUMBER TO BE ACQ TREATED w/S S. NAILS OR BREWS Drawing tllb: -ALL DECKING TO BE MAHOGANY SECTIONS A & B SCALE: 1/4"==V-0" -SEE CONTINUOUS LOAD PATH DIAGRAM ON SHEET CS-1 FOR REQUIRED GALVINIZED METAL STRAPS Tax map no.. phase 1000 - 35 - 06 - 31 CONSTRUCTION DOCUMENTS WARNING: seal drewney Jos No: It is a violation of the law for anyn--�, JJC person, unless acting underthe direct �;�yF. A 218604 supervision of a licensed architect,to w'� B Aacei AS dote alter any Item in any way bearing the �P F '!n 3/5/04 seal of an architect. If an alteration Is r a Marked made,the altering architect shall affix d.Ing no.: to his Item the seal and the notation A3 - 1 "Altered by:"followed by his � p° signature, the date of such alteration, y ° and a specific description of the eba Bte.�°°4 CONTINUOUS RIDGE VENTING; LENGTH PER CODE AtwS/S ROOF CONSTRUCTION PITCH NEW TO MATCH ROOF 12 30 YEAR ASPHALT SHINGLES w/16 LB. FELT EXISTING 3-1/2 UNDERLAYMENT;36"WIDE STARTER STRIP OF NEIW 2X12 WEATHER WATCH;19"WIDE FELT PARALLEL TO _ RI©GE J�k/ST/ EAVES w/1/2"COX PLYWOOD SHEATHING 2X0 C.T.'s @ 16"O.C. NG R.R's 1 " PROVIDE 2" )X'100.' 's (5)16d CLINCHED CONTINUE EXISTING PITCH aR.s NEW R R. PITCHED TO AIR SPACE N EX\SS\NC' \ R-301NSU LT HGT EL:+21.08' - 2X8 C.J.'s 16"0.0. ,-' DOUBLEHEADERS (2)2X0 R-301NSUL R-301NSUL AND TRIMMERS AT REM V NEjy OTp VENTED \ (2)2X8 r--n PULL DN STAIRS FACIAroR,R a1S7; SOFFIT(TYP) ' 2 2X6 HDR _ °a o, PLT EL: 18.6; QXW14 `� / O � EGRESS NEWISTER BEDROOM DOOR NEW STUDY NEWBATH NEW BATH INSUL DOOR R-151NSUL WALL CONSTRUCTION ' 2x6 STUDS 6"C.C.EXTERIOR / NEW UTILITY ROOM (2)2X8 HDR 1 2x4 STUDS 16'O.C.ININTERIOIOR + R-19 IN WALLS + ALIGN ` INSUL DOOR W/ 1/2"CDX PLYWOOD(TYP) / R-19 R-19 WEATHERSTRIPPING + INSUL INSUL IRSF. SL 13.0', + ` YMML EXIST 2X8 F.J.'s 116"O.C. EXISTING 2X8 F.J.'S 18"O C. PLATFORM AND STEPS TO TYPICAL FOUNDATION WALL CONSTRUCTION.—,, li REMOVE EXISTING BOX BEAM GRADE AS REDID; R-19 rEco III N Ea HANDRAIL PER CODE 8"CONCRETE WALL SISTER NEW F.J's FLUSH INSUL �� 2X10A GLEGG R' 8"X16"P.C.FOOTING OPEN-/ EXISTING(3)2X8 UTILITY F.F. EL: U-0" z uc GLLE a"o.c 2X6 ACA SILL PLATE r - GIRDER;3-1/2"DIA. NEW 2X8 F.V. @ 16"D.C. TOP OF LANDING EL: +9.831 SITS REBAR BOTH WAYS @ 32"CLC S.W.STL COL ON TECO JOIST HANGER SILL SEALER 8 COPPER TERMITE SHIELD EL.8.125' �� EXISTING BASEMENT FOOTING 2X10 ACQ LEDGER 1 - ,. (z)LAG CRA @ S O.C. L_ NEW 2" BATT NEW CRAWL SPACE e x 12"ANCHOR BOLTS @ 3'-8'O.C. /3" Uin�v�'hE»,E�vy!;,-p i-iT' " SLAB— LOCATED LAB I I SQUARE WASHER '`d+ Jjl ;v".� LOCATED ON 2 TON BEARING VIRGIN l + 1-'�s o 4X4 ACQ POST; NEW 10 TON HELICAL PILING ` + EXIST. MT. SLA E : +5.3' 8"DIA P.C. PIER TO 36" BELOW GRADE � B MILVAPORBARRIER n SIMPSON(ABA 44) � 1I2'EXP.JT. (TYP) lu ,i;,,�� R-19;8 MIL V.B.TAPE JOINTS; Yz"TEXTURE 1-11 ;SEAL JOINTS NOTE: PITCH GRADE TO DRAIN SECTION C NALLEEXTERIOR LUMBER TO BE ACQ TREATED SCALE: 1/4"-1'-0" -ALL DECKING TO BE MAHOGANY -SEE CONTINUOUS LOAD PATH DIAGRAM ON SHEET CS-1 FOR REQUIRED GALVINIZED METAL STRAPS w B C CONTINUOUS RIDGE VENTING; LENGTH PER CODE EXISTING RIDGE TO REMAIN Tff FLASH 2X8 RIDGE FIRST FL,.PLT. EL:21.OML Y F , + z IN � lra Haspel Architect, P. C. h N " 19 � / NE F E CH O R w / ; v6"INSUL 126 EAST MAIN STREET o / BAY SHORE, NEW YORK 11706 + GALVANIZEDTIE TEL: 631.665.7525 - FAX: 631.665.7595 SIMPSON www.irahaspel.com ` Copyright @ 2003 Ira Haspel All Rights Reserved. TIE DOWN H4 5/4"X 6"DECKING I R-19 INSULATION ` ` 5/4'X 6"MAHOGANY DECKING @ I3 A O.C.DO .J.'s 2.. \ `� 4TOP OF DECK EL' +12.83' vmlecl name end Imauon: . -_FIRSTFF. EL:-la- . DELANEY RESIDENCE (3)2X8 EXISTING(3)2M GIRDER EXISTING 32X8GIPDER ADDITION / RENOVATION GIRDER JOIST HANGARS 2X6 DJ's @ 16"O.C. 6x6 POST ACQ ATTACHED 2X10 ACQ LEDGER 2X10 ACQ LEDGER NEW FPSC ' NEW 3-1/2"DIA.S.W (3)2X6 GIRDER (2)LAG BOLTS@1610. DOOR 495 Osprey Nest Lane TO 12"DIA.PIER TO BE 48" BEYOND - STL.COL's @NEW BELOW GRADE a o BEYOND i STAIRS BEYOND East Marion, NY w/SIMPSON(ABU66)(TYP) F GALVANIZED TIE PITCHH GRD EL, +8.3' SIMPSON r EXISTING BASEMENT —� io TIE DOWN DPT6 II II CONSTRUCTION DOCUMENT DATE N REVISIONS DATE li 1 Building Department Submission 3/5/04 li 6x6 POST ACQ ATTACHED 2 Owner requested revisions 3/15/04 TO 12"DIA. PIER TO BE 4B" 3 SOUTHOLD BUILDING DEPARTMENT SUBMISSION 10/14/04 L i L_ .i L----JL_ i L_I i_J L_ J L-� BELOW GRADE 4 SOUTHOLD BUILDING DEPARTMENT SUBMISSION DELETE GARAGE 3/23/05 w/SIMPSON(ABU66)(TYP) LJ DIA. L S.W.BTLCOL.. COL.AND FTG W/NEW 10 TON NEW CHANCE FOUNDATION HELICAL PIER(TYP) Dring We REPAIR BRACKET 2 aw NOTES: SECTIONS C & D (TYP) A4-1 NEWV 10 TON HELICAL PILINGS UNDER -ALL EXTERIOR LUMBER TO BE ACQ TREATED ALL,INTERIOR COLUMN FOOTINGS -ALL DECKING TO BE MAHOGANY 1 (NE\W AND EXISTING) -SEE CONTINUOUS LOAD PATH DIAGRAM ON SHEET CS-1 A4 1 FOR REQUIRED GALVINIZED.METAL STRAPS Taz map no.: PM1aee. 1000 - 35 - 06 - 31 CONSTRUCTION DOCUMENTS SECTION D SCALE: 1/4"=1'-0" It is a violationWARNlofhe law for any seal B" 4.4 \ drawn JJO Jab No person, unless acting under the direct LAK r 218604 supervision of a licensed architect,to qrG 0I, H �'Ae.le dA., alter any Item In any way bearing the '� AS seal of an architect. If an alteration Is # 1 * Marked 3/5/04 made,the altering architect shall affix p ,r�p drawing no.: to his Item the seal and the notation "A! ^ ^ tered by:"followed by his E H v{ L signature,the date of such alteration, } and a specific description of the eet•1p H0R OVA JALxBHRE PEO A411, U61 pry,, foe[d[Ctm e" AIUF£ a .11111TE Aa mdwlf uonc Lev 1nI G? r r .rwd a cr[ 7-TIV4 b rkEMGx / 7F ao, Gaocu a. a ;�, n s, -0nE 4-0 , E DE , 9 LL,!,IA IIID OEV ,N„EF 111T1,1„ 1 ssx L A OGvrMYLIUOPW MItl EI�p ISI IIIA T�2N 4ncl✓]�f Gvl 111,1a, 5 FECU1.oInEW pnOFtli lWl'T iWn41 LE JF, 4GUVE iFE G06En IE F.IIT11? 16 1. , 1111 WM Vnll1 Llrr [IApiA16E \, 6 FfN nEiA].Ln LRYALLnY1FM rNSApvn;YSoiq,5, AEN, £,HN4[ HJ1,1 CTM of-NYIP ,y �h J VIEI£np EL VECV IC'AIIPx j` LAI0.LFIG1 ryldY IMLH A9il'1 4lQ hI1J rvSln rKI] s 50 ylfflII'I�jrvjC��l LVIM 'LAE pY pCt1.8P IIEII 14[ r ,,jE MEA I L5Yn �09pG L IF41Ma ,, HCY {pp 60L/ PLn 9i.+C ..625 6uLLVE i LMIl55 OnL! rL5 IG4n Bq.S PEH YJE J629 CF PUE 5 14 4f 11;4, Ppp�NC'1^-..,...,...w 4 lul4 'hp-0tiI IAIXw6T IHAS� 0. lilfU$ v,A11u41E SAANILYH LT I0A, LF3 P PAM L}- Wo. C, 2, ES105 Y VICE MIFu1N5 CYAD OF h.dI IA I HE fC3ALNEf Illry.v Y IILE UMPL[iY LT IF4 YLrEnplYllJlb3 SY51511 15 N fUtICIIPI of AM' IIIIPY100M W ;LEr£IY'S, 11Y:,.Wf45 ine RIWACYYv CG AE FCWdl4Yld1. EAPC".CY. PJRA SHAFT CF1 iM POP IS 4LT[ML IT.xTE, AD ISPORT'IG 5ma,F P$ KL. n qE fiYXir YH IF Ira 1HL 141FTIG11 f9 B'..L CDNI El ICll ,11NYHQ IkIPLII! LY WILN, lil$YPLLPoI'inN 2 p” rJ311 M 5' LpYJIi fALL "' IFT lr PI[ 6Q 6fIW51 7041r JL pII '1010 0.1r 5Y5IFA4 CMAC 11 I Neil pf PSH[EY4ErLE In-0Ffi IppINI. RIMIf.I fIGHS fG11R P:nYfi'Ias CAPAI;Flr, :.1.0 6£ o,l.40 GP LNVI JrPRNP[14 -01 IVC N5I:1e 1.101E J' D I -' - „I I � 13� YVx)( HESGFI �4a0Mf ff 9Ula 5S;15n -- — Nil enrTON Of POCTiNC qhlxr%Cis1 AINC6 it _ s'a rorj,[ATICM ,� asN,FrEr r1 IY.oT rrJ P AIT 'C ain Aldcnxlp EJa'_r / I I IG II 9 TYPICAL 0YEAR ASPHALT CONSTRUCTION SHINGLES 1 -- II 4 � - 15 ROOF FELT �J1 , , 'srnHr� { -u& 12 - 1/2" CDX SHEATHING FL -our 1Mry CRASS 80LT i 1714 X 4' _ONq I i 'X,o C 31Z+! - 2x 10 ROOF RAFTERS ® 16" O.C. 26t - 2x6 COLLAR TIES 16" O.C. - R-19 FIBERGLASS INSULATION ,Iy rA 2' AIR SPACE Y' ,Jj,J EXISTING B" CMU WALL REX?? '✓ADD S'.7OE �sr�c-yx EI��. ccluu-CIRI ACCEPTS : 3 TYPICAL LAVE CONSTRUCTION REMOVE PART OF ssa a ssr5o IR° SIIAFT, ��`0 1/2" T `s �'_ >�AF...M1..Y.._IR�"V.a_F� LI•IDFIw IrGv,Il,�„;luvEp r I,Lm-me�u ilF0odu {41£eMdIA,I x u sR rrc 0ru rinel,r5a aaruiLmfi'nc6Ccr LrcEtoleS GYP. BD, EXISTING FOOTNG 12BOARD1x8FASCIA ALUMINUM GUTTERS ( NO T SHOWN )R4' SOFFIT BOARD u :rrn ree1EaDAlrcer am nnnuREVEAL 81'” a3 __y _-_deE:�NG�SM - OVIDE 3/4 EXISTING SLAB m1 '. - 2" CONTINUOUS SOFFIT SCREEN Pti . � "� MEDIUM DUTY BRACKET ' f „Rn TYPICAL EAVE DETAILTYFIcsTr1Ev FOUNEAION REPAIR BRACCFf , G�'RyAgNC`Elf{�yIPROOLLICII,�-TG ARE 60LI''y EXCLUSIVyELY BY; CNlll��'i SA 150-0 121 -•- +_- e31EFI 1' ""ti, ...---_. FOR YOUI; LC)ilhL INSTALLER 10 ]ON HELICAL PILING P Ca,L,d.L •I„3 €}.,e�.'ur.,' ` ^��/I ' vLv/uu,prl�n ulc:rvpt�a;:l1n(aGl•acYi'I FOUND. REPAIR BRACKET ) AE�—ri r-, — STEM WALLTHICKNESS (AS REQUIRED) ) VERtICALDOWEL (AS REQUIRED) r REINFORCING BARS 11ASREQUIRM) /ra Haspe/ Architect, P. C. ?SHEAR KEY 6 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631.665.7525 - FAX: 631.665.7595 FOOT1bICaHEIGHF www.irahaspel.com (AS REQUIRED) APPROPRIA7ESL7ED Copyright ©2003 Ira Haspel All Rights Reserved. 5/8”DIA. /4'Si .W36"ASH.w/ PROPOSED POSITION OF 3"'K 3"X1/4'S4.WASHER �� � NEW CDNSrRUCT1N 9RACKET Pmlect name and lDDatlon: LEVELED FJ BOTTOM DELANEY RESIDENCE 3"COV R P. A EXTENDED BOLT & SILL SEAL W/ALI IM FLASH COUPLING W/ 3" SQ. PRESENT POSITION OF ADDITION / RENOVATION 3/4"STUCCO W/ACRYLIC s (2)#6 DIA. REBAR LONG. fOO1INC WIDTH WASHER FJ B TTOM 495 Osprey Nest Lane ADDITIVE IN TOP {AS REQUIRED,) East Marion, NY COAT NEW SILL PLATE ADDED 8RAC7CET"POLKE3'TO WATERPROOFING PROVIDE MINIMUM COVERAGE - TAPER TO FIT CONSTRUCTION DOCUMENT DATE EXISTING SILL PLATE # REVISIONS DATE 1 Building Department Submission 3/5/04 —PITCHGRADE EJu XISTING CONC. WALL 2 Owner requested revisions 3/15/04 #5 DIA, REBAR DOWEL-2 PER PILE CAP 3 SOUTHOLD BUILDING DEPARTMENT SUBMISSION 2X#6 DIA. REBAR LONG. 4 SOUTHOLD BUILDING DEPARTMENT SUBMISSION-DELETE GARAGE 11/14/04 —2X4 KEYWAY .—. — 'r[ _ ' 3/23/05 a (4)#6 REBAR EACH WAY HELICAL PIER EXTENSION HELICAL SCREW PILE.INSTALL CONCRETE PILE CAP- SHAF7 DIAMETER AND,DEPTH CA MINIMUM ON PL AND DESIGN I LEVELED FLOOR DETAIL drawing tllle: DETAILS �- — (2'-s"X 2'-6rr X V-6" DEEP) ASREQLIIRED ONI PLAN w CAPA&!CITIES ON PLAN �� � 3"MIN.COVER' " a3" MIN.COVER nx map no: SINGLE OR MULTI HELIX,NO. . ' Phaae. AND 0 OF HELIX PLATEM VARY 1000 - 35 - 06 - 31 CONSTRUCTION DOCUMENTS DEPENDING ON PIER LOAD ' HELICAL PIER LEAD . WARNING: se a�R ++O ''" alawnw' AEN It Is a violation of the law for an ♦� ANDSOILCONDIf1pNs � °person, unless acting under thedYect v " Jed WOSECTVON 1N/BEARING supervision of a licensed architect,to a C a. AS cal. 21eso4 PLATEIS) alter any item in any way bearing the xp seal of an architect. If an alteration I n 'x+ .Ir Marked 1 3/5/14 made,the altering architect shall of I n yra di no.: TYPICAL PILECAP / FDN DETAIL to his Item the seal and the notation p fioE "Altered by:"followed by his $ egnalure,the date of such alteratio , 6�Bt w°4 A4 - 1 and a specific description of the ` Appl-imt/ Date. Owners Native:... ArchitecU Q.� Chgineer:. _ __ Submitted: 5- SCTM #: , (7istrict: 1.000 scctiott: 3 131ock: _� Loi: _ Projccl Subdivision " Location.. $igle& separate Required Cettitfication: (Yes f No) �� �© Req. Itcy. !_otting Mslrici: 0 1Lot slze\t y Aclual: i 'i%/ l (Lo(covcragc .J _hopm-xd Req• � (I'roat i'ard Proposed: r/ (Side Yard Proposed: ✓ j (Rear Yard __ I'roposcd•_ Project Description: �Q _._........ . . . . f EjyCAf Fermi RFOUIRED FUR RE Y I E NO YES Number, Suffolk County Health-DepN4, N6W York State. D. E--C. Town Trusts r✓'��/ Town Zoning Boatel approval: Town planning Board approval: _ -- Flood.plaae Llovation??? Flood Zone: 1� _ Fn fFa ` s, PLAA