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34102-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34646 Date: 11/04/10 T~IS ~TIFIES that t~e building ADDITIONS/ALTERATIONS Location of Property: 280 CEDAR BEACH RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 90 Block 3 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 3, 2007 pursuant to which Building Permit No. 34102-Z dated AUGUST 11, 2008 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 ALTERATIONS AND ADDITIONS, INCLUDING COVERED ENTRY, SCREENED PORCH AND DECK, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to RICHARD A & ANNE L PIZZICARA (OWNER) of the aforesaid building. SuF~OL~ CODI~/"fDEPART~T OF ~EALT~;%PPROVAL EL~L-rKICAL ~'rIFICATE NO. PLIERS CERTIFICATION DA'rEu Rev. 1/81 N/A 11961 12/15/09 12/08/09 HENRY SMITH ~/~n~ a ture 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. 34102 Z Date AUGUST 11, 2008 Permission is hereby granted to: RICHARD A PIZZICARA SOUTHOLD,NY 11971 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC AND TRUSTEES (NJ LETTER) AS APPLIED FOR. at premises located at County Tax Map No. 473889 Section 090 pursuant to application dated APRIL Building Inspector to expire on FEBRUARY Fee $ 1,051.60 280 CEDAR BEACH RD SOUTHOLD Block 0003 Lot No. 001 3, 2007 and approved by the 11, 2010. / ed ure ORIGINAL Rev. 5/8/02 TOWN HALL / 765-1802 occu APPLICATION FOR CERTIFICA l1 0; s0m0t ,, Tbs application must be filled in by t~ewriter or i~ ~d submitted to the Building Dep~ment 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 cor/sent to inspect signed by the applicant. If a Certificate of Occupancy is d6nied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. ~ertificate of Occupancy - New dwelling $50.00; Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Date. Old or Pre-existing Building: (check one) ~House No. ,I ~. ,, Stme[~ Owner or Owners of Property: ~tJ~tJt~ ~ C/~-~t-¢_ Suffolk County Tax Map No 1000, Section ~(r), ~9 Subdivision Permit No.'~CJ~ [ _/-)~k. Date of Permit. Health Dept. Approval: Block .~, C) Filed Map. Applicant: Underwriters Approval: Lot Lot: Hamlet Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature 83/81/2888 81:84 6319805455 SBEI NYBTG PAGE 01/81 + SUFFOLK INSPECTORS. inc. 40 NotUngham Drive, Middle laland. NY i 19~3 Telephone; 631 495 8130 · Fax; 631 980 6455 * E-Mail; SBEIGS~ImaiI.~om CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: B.3 Electric Certificate No,: 3.i962 Rough In InspeCtion Date: December iS ,2009 Final Inspection Dale: December :La ,2009 Application No.: 11961 Building Permit No.: County Tax Map NO.: This Certificate of Electrfcal Compliance is limited to the inspection and compliance of electTicel equipment 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; Richard Piz,~ica ra Site Location: 150 Lakeside Drive NOrth~ Smuthold, NY 11971 Owner's Address (if different): [] Residential E~ Commerdal [] New ~ Addition Single Phase 200a '~me Phase Main Panel 2(x~" Sub Panel Other EQuipment; [] Indoor [] Basement ]~ Service [] Shed [] Outdoor [] First Floor [] Pool [] Hottub [] Renovation [] Second Floor [] Attic [] Garage [] Survey Othen INVENTORY The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state an(t national electrical code requirements and this office. Applicant: BJ Electric Inspected By: Roger Richert License No.: 2670me Date Of Certificate: Dec 16,2009 Electrical Inspectors, Inc. 308 East Meadow Avenue East Meadow, NY 11554 Office: (516) 794-0400 (631)396-7474 Fax: (516) 794-5854 Website: wwv.eleetricalinspectors.com Emil: In fo~electricalinspectors.com Mail To: MC Elecirical Contractors Mathew D. Borcina 235 Waverly Avenue Patchogue, NY 11772 License#: 4391E CertificateNumber: 09-2178 Municipality: Southold. Town Of Inspector: 125 lssue Date: 10/21/2009~/~ 150 Lakeside Drive~Is~ Southold, NYT~ ELECTRICAL APPROVAL ERTIFICA TE AREAS LISTED BELOW ARE APPR~ Y INSPECTION herein below only, ~ Residential Inspection/Renovations Basement: Storage Room 1st Floor: Bathroom. Bedroom, Deck, Family' I~alk-In Closet 35- Duplex Receptacles, Receptacle. 1- Transformer, Incandescent Fixtures, ~ 200Amp Single Phase Underground ~ Room. Living Room, Master Bathroom. Master Bedroom. ~ Single Receptacle, 1- 20Amp Appliance 41- Recessed Fixtures, 1- Fluorescent Fixture, 17- Meter, 200Amp Single Phase Main Panel/40Ckts/28 Used.* Rough 4/15/09 Final 10/19/09 Richard M. Bivone President Philip F. Goehring Chief Electrical Inspector Not valid unless signed by an authorized Ell Agent Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOLITHOLD CERTIFICATION r ate: Dsc o3. ooq I Building Permit Owner: /~ ~ C ~/'~ 0.. i3 t~ t Z ~ (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this ~fC'~- dayof~~, 20 6c} f (Pluml~,s~ignature) Notary Public, County BONNI£J. I)01t0$KI N0tarv Public, State Of I%w Y0rk No. 01D06095328, Suffolk,~un~ Term Expires Jul7 I, 20 ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ] FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT (~I~ION [ ] FIR, E RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [//'~NSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~PLBG. [ ] FOUNDATION 2ND [ ]/~I61JLATION [ ] FRAMING / STRAPPING ~ [~/] FINAL [ ] FIREPLACE & CHIMNEY i [ ] FIRE SA~-,-,,i' INSPECTION REMARKS~ ~ DATE INSPECTOR IRA P.C. HASPEL ARCHITECT~ 59945 MAIN ROAD SOUTHOLD, NY 11971 PHONE: (631) 765-2075 F~X: (631) 765-5715 CELL (516) 398-8753 Aug. 5, 2010 Town of Southold Building Department Southold N.Y. 11971 Re~ Pizzicara Residence 150 Lakeside Drive North Southold, N.Y. 11971 Renovation to Existing Residence S.C.T.M. NO. 1000-90-03-01 (p/o) Permit No. 34102Z To Whom It May Concem, I hereby certify that I have witnessed the installation of a second level of plywood sheathing where the gable end (attic) studs join the top plates. This second layer was placed and nailed as shown on Dwg. A-5, Section C and meets the requirements for its intended purpose as a tie down device. If there are any questions please call. AUG - 9 2010 BLDG. DEPT. TOWNOFSOUTHOLD FrELD 12q'S~.ECTION REPORT I DATE FO~ATION (1ST) ............. z ....................... FO~DATION (2ND) ROUG~ F~G & ~St~ATION PER N. Y STATE ENERGY CODE /a/,/~ ; TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Approved ,20 Disapproved a/c Expiration Ffl [ (/, 20 (~) BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 9> t~ ~ C)~L ~ Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans-- Planning Board approval Survey / Check~ 1t~55] Septic Form N.Y.S.D.EK?~.,,'~' Tmstees / Contact: Mail to: I~0- Phone: APPLICATION FOR BUILDING PERMIT ,. ...... ~. _ _.~: ..... '~--~! Date ,O,O~/~ ~ ,20 o0 .... INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Buildhxg 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 isstles a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of thc 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 constmctioi~ 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. (Signature o~ap~t or name, ifa corporation) .... "(I{A~i]ing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street ,5ouTHovD Hamlet County Tax Map No. 1000 Section Subdivision ~fA? C~-O,~t/~ /3Ehc~ (Name) Block 3 Lot { ~'P/O Filed Map No. 50 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height / q/ Number of Stories I Rear ,g"3 ,..C .Depth Dimensions of same structure with alterations or additions: Front Depth /,~...e-~, Height ~. 2.' Number of Stories 8. Dimensions ofentire new construction: Front /'t¢./1-~-'~. Rear Height Number of Stories ! 9. Size of lot: Front ~2- [ ~ ! Rear 9--OO Depth 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__ 13. Will lot be re-graded? YES 14. Namcs of Owner of premises Name of Architect Name of Contractor Address Address~?'~' ¢~-/-g,q-/~ ,P~I~ Address NO ~¥Vill excess fill be removed from premises? YES__ Phone No. gl Phone No ~ Phone No. 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES V' NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS 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 OF -~ .~ ~ '~//~. ,,~,~.2~q._.- being duly sworn, deposes and says that (s)he is the applicant (Name of individual ~:,nilng contract) above named, (S)He is the OWN (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in th/s application are tree 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 ~3~this ,) ROBERT,~ · scOTT, JR. N~aW Publi~, State of New York Qualified in Suffolk CounW No. 01SC4'/2508~9 ...,~ 'l'~rm Expires May 31, ~ Signature oaf Applicant IRA P.C. HASPEL ARCHITECT~ 59945 MAIN ROAD SOUTHOLD, NY 11971 PHONE: (631) 765-2075 FAX: (631) 765-5715 CELL (516) 398-8753 Aug. 9, 2010 Town of Southold Building Department Southold N.Y. 11971 Re: Pizzicara Residence 150 Lakeside Drive North Southold, N.Y. 11971 Renovation to Existing Residence S.C.T.M. NO. 1000-90-03-01 (p/o) Permit No. 34102Z To Whom It May Concern, Please see attached four sets of as-built drawings for the above referenced project. Also attached is a certification of the "attic" stud attachements. If there are any questions please call. Thank you. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 March 3, 2008 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Ms. Vicki Toth 425 Jacobs Lane Southold, NY 11971 RE: RICHARD & ANN PIZZICARA 150 LAKESIDE DR. NORTH, SOUTHOLD SCTM#90-3-1 Dear Ms. Toth: The Southold TOwn Board of Trustees reviewed the survey prepared by John T. Metzger last dated November 13, 2007 and determined the construction of a 45.5'X 32' one-story additid~n, a 13.2'X 8' one-story addition, and a 10'X 15' rear deck extension to the existing dwelling to be out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary 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 ma~ include maintaining adequate work area between the tidal wetland jurisdictional bodndary and the coastal erosion hazard area and your project or erecting t '~ a emporary fence, barrier, or hay bale berm. This determinati~)n is not a determination from any other agency. If you have any 'further questions, please do not hesitate to call. ]~EW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02355 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: RICHARD PIZZICARA 142 ST JOHNS PL BROOKLYN, NY 11217 (516) 765-1008 Facility: PIZZICARA PROPERTY 150 LAKESIDE DR NORTH SOUTHOLD, NY 11971 Facility Application Contact: VICKI TOTH SHOREHAM, NY 11786 (631) 805-2000 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 718.77 NYTM-N: 4545.544 Latitude: 41°01t54.2" Longitude: 72°23'51.4" Authorized Activity: Expand the existing single family dwelling with two one-story additions, a new deck and an extension of an existing deck. All work shall be done according to the enclosed plans stamped "NYSDEC Approved." Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-02355/00003 New Permit Effective Date: 1/15/2008 Expiration Date: 1/15/2013 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Admi!listrator: GEORGE W HAMMARTH, Deputy Regional Permit Administrator Address: ,t-'cz/ NYSDEC REGION 1 HEADQUARTERS NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION F~cility DEC ID 1-4738-02355 Distribution List VICKI TOTH Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by John T. Metzger, dated April 9 2007 and last revised November 13 2007. 2. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete tracks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 3. No Construction Debris in Wetland or Adjacent Area Any debris or excess material fi-om consWaction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is pv~mitted in wetlands and/or protected buffer areas. 4. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted.activities. 5. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized as per the specifications of the approved p!an~ immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 6. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 7. Contain Exposed, Stockpiled Soils Ail disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales / silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. Page 2 of 5 Illk ,NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ~' Facility DEC 11) 1-4738-02355 noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Depadment related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specificallypmhibited by statute, regulation or another permit condition. Applications for pvmfit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, 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 pemdt. 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 fights of others in order to perform the Pemdtted work nor does it authorize the impairment of any fights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 NI~,W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02355 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 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 detexTmine 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 Depash~ent's representative during an inspection to the permit area when requested by the Depatht~e~it. A copy of this permit, including all referenced maps, drawings and special eonditious, 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 Deparaxaent representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Depaxhacnt, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Depaxhaent or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Depa~ ttaent for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Depa~hl~ent requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY ~ STONY BROOK[50 CIRCLE RD STONY BROOK, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. 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; Page 4 of 5 ~EW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION lCacility DEC ID 1-4738-02355 8. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed end the area has been stabilized. 9. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance.to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. · 10. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 11. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, 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 and functional condition until thick vegetative cover is established. 12. State Not Liable for Damage 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 bom any such damage. 13. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 14. State May Order Removal or Alteration of Work 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 Departxnent of Environmental Conservation it shall cause unreasonable obstruction to the ~ce 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. 15. Precautions Against Contamination of Waters All necessary precantions 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. 16. State May Require Site Restoration 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 again.~t the State of New York on account of any such removal or alteration. Page 3 of 5 NOTICE OF COMM;~NCEMENT OF CONSTRUCTION :.TURN THIS FORM TO: :_RMIT NUMBER: ~,OJECT LOCATION/ADDRESS: 3NTRACTOR NAME: OR FAX TO: 63~ 444-0297 COMPLIANCE Marine Habitat Protection NYSDEC 50 Cimle Road - SUNY Stony Brook, NY 1~1790-2356 * ~x' IS..~UED TO: ADDRESS: TELEPHONE: ~ar Sir: Jrsuant to General Condition ti 9 of the referenced permit, you am hereby notified that the authorized aCtiVity shall commence on · We certify that we have mad the referenced permit and approved plans and fully understand the authorized project and all )trait conditions. We have inspected the project site and can complete the project as described in the . permit and as depicted on the )proved plans. We can do so in full compliance with all plan notes and pan'nit conditions. The permit sign, permit and approved plans will available at the site for inspection in accordance with general Condition No. 1. ~oth signatures required) PERMITEE DATE CONTRACTOR DATE WIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND )R ANY ASSOCIA TED REGULA TED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE'PERMIT SIGN, OR HAVE THE' ERMIT AND APPROVED PLANS AVAILABLE A T THE WORK SITE FOR THE DURA TION OF THE PROJECT MA ¥ SUBJECT THE ERMI I I ~-E AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT ONDITIONS. ut alon~l this line ~'~ ~ ~'= ~'< 3< ~ ~c ........................................................................... *iiiSTiEi '5'i *i SiiiFi'i fiSii*5'i * Si;i :i: E 5 .............................................................................. ETURN THIS FORM TO: COMPLIANCE OR FAX TO: 631-444-0297 Marine Habitat Protection NYSDEC 50 Cimle Road - SUNY Stony Brook, NY 11790-2356 ISSUEDTO: ~'~ ,/· ~ RO,,ECT,_OCAT,ON,^DDRESS: ONTRACTOR NAME: ADDRESS: TELEPHONE: ear Sir: ursuant to General Condition # 9 of the referenced permit, you am hereby notified that the authorized activity was completed on · We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITEE DATE CONTRACTOR DATE HIS NOTICE, WITH ~HO TO(~HAP'H~ (Jr- I I~- L;L)MI"L~ I ~'U W(Jtct~ RI'ID/UtC,R ~OMPLETED SURVEY, AS APPROPRIATE, MUST BE 'ENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. 95-20-1 (11/03) -gd . New .York State Depar[ment of Environmental Conservation NOTICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of the approved work and any Department conditions applied to the approval, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Permit Number Expiration Date Regional Permit Administrator NOTE: This notice is NOT a permit Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T,M, #: District Section Block t THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER~ GRADING~ DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (,/) for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site cleadng and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures ~ndicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterF~owl Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of (This item will NOT include the Installation of Driveway Aprons.) Wi, this Project Require SiIe Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Pmjecl? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Required! -- -- STATE OF NEW YORK, COUNW ................. SS That I, ...~t.~.l.../v..[...~.~. ............ .~...g..~,.~.~./L..Q~/~../~..... being duly sworn, de'poses and says that he/she is the applicant for Peri,it, (Name of individual signing Document) And that he/she is the ............ ..0...~....~,....E'...~.. ................................................................................................................................ (Owner, Contractor, Agent, Corporate Officer, etc.) Owner and/or representative of the Owner of Owner's, 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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; .................... .~...[..~..._ _~:l~y of .... ~...~:3~ ................. 20..~.~'~' o~ ~ublic~M~U_ :22......:_~2 ~ ..................... FORM - 06107 ~ualified in Suffolk Coun~ No. 01SC47250~__ ~ Term Expires May 31.ze~' ~. i ~ci '"// /~l JUN 30 ~ OCT 1 3 20]0 BLDG. DEPT. TOWN OF SOUTHOI.D Hampton Hearth '~ Big Enough to serve you, small enough to care" www.hamptonhear~h.com 22 WEST MAIN ST SOUTHAMPTON, NY 11968 631-283-4852 P 631-283-5674 F PIZZICARA 150 LAKESIDE DRIVE NORTH sOUTHOLD, NY DATE: 56600 MAIN ROAD SOUTHOLD, NY 11971 631-765-6942 P 631-765-6915 F 765-1008 LEFT VM W/ PRICE 9/4/2010 29 1/2 w X 26 H DESIGN SPECIALITIES CUSTOM GLASS FIREPLACE 1 990.00 g90rO0. DOORS- STILETTO INSIDE FIT FINISH: BLACK WITH CLEAR GLASS BIFOLD MESH CURTAIN- BLACK lO0.0d REPAIR HEARTH WITH STRIP OF BIRCH IN FRONT OF HEARTH - CLIENT WILL PROVIDE THE LUMBER WE WILL BRING TABLE SAW- LABOR AND INSTALLATION: 50% DEPOSIT NEEDED TO PLACE ORDER BALANCE DUE UPON COMPLETION ALL CUSTOM ORDERS ARE FINAL SALE 25% RE-STOCKING FEE DUE ON ALL CANCELED ORDERS ***ESTIMATE GOOD FOR 30 DAYS*** SUBTOTAL TAX RATE TAX DEPOSIT RECD CC 9114110 TOTAL out this invoice, please contact N HEARTH }~o~lr Bu~tl~ l 8.625% (S685.00) Hampton Hearth REScheck Software Version 4.2.0 Compliance Certificate Project Title: Pi7_z. icara Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached I or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 29% Heating Degree Days: 5750 Construction Site: 150 Lakeview Southold, NY 11971 Owner/Agent: Anne Pizzicara 150 Lakeview Southold, NY 11971 Designer/Contractor: Ira Haspel Ira Haspel 59945 Main Road Southold, NY 11971 631-765-2975 ihaspel@irahaspel.com Compliance: 0.0% Better Than Code Maximum UA: 334 Your UA: 334 Ceiling 1: Cathedral Ceiling (no affic) Wall 1; Wood Frame, 16" o.c, Window 1: Vinyl Frame:Double Pane with Low-E Window 2: Vinyl Frame:Double Pane with Low-E Door 1: Glass Door 2: Glass Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space 1550 38.0 0.0 42 1660 15.0 7.0 64 356 0.390 139 30 0.390 12 41 0.370 15 62 0.350 22 1550 38.0 0.0 40 The proposed building represented in this document is censistant with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been de~fgned to r~eet ~e ~007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has.,~ and ¢~ned th~s page, they are attesting that to the best of his/her knowledge, belief, and professional judgmertt, such plans or ~ns'~rl,~rl~ with this Code. Name - Title '~t0~t'te~,,t Date Project Title: P[2:,'dcara Report date: 12/01/08 Data filename: C:\Check\REScheck~Pizzicara Rescheck.rck Page I of 1 N LOT 53 LOT ~ SURVEY OF PROPERTY A T BA YV1EW TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. lOOO-gO-03-O1 $CALE: 1'--40' APRIL 9, 2007 N89'$9'$O"W '&. 37.26' '.. oo · =PIPE · =WETLAND FLAG S88 '56 '10 ' W $8.70' AREA=51,124 SO. FT. TO TIE LINES FF. EL.' 12.3' GAR. FLOOR EL. 9.7' L 0 T 'COVERAGE 51,124 sq. ft AREA WET. LANDS 1080 sq,/t. 50,0004 sq.f~: upIon~l~ EXISTING 1741/ 50,004 sq. fl = $.4% A T COMPLETION OF IMPROVEMENTS 29~&150,004 = 53 % ELEVATIONS REFERENCED'TO MG.V.D. LOT NUMBERS REFER TO ' MAP OF CEDAR PARK" F/LED /N THE SUFFOLK COUNTY CLERK'S OFF/CE ON DEC. 20, 1927 AS F/LE NO. 90. ANY ALTERATION OR ADD~T/ON TO THIS SURVEY IS A t4OLATION OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR ;HIS MAP AND COP/ES THEREOF ONLY IF SAID MAP OR COPIES 8£4R THE IMPRESSED SEAL OF THE SURVEYOR 1ff4OSE SIGNATURE APPEARS HEREON. ' /PECONIC ~SOI~VE~ (6zO 765-5o2o 9618 ,'¢65 - 1797 P.O. BOX 909 12,50 TRAVELER STREET SounDLy, N.X. .~7~ ~,~,-~,~ BUILDING DEPARTMENT NOTES Occupancy Group R3 First Floor Constmc~on Class Building Typo New TYPE VB 1. All work shall comply with N.Y. State Uniform Fire Pmsentlon and Building Coda (IBC) and NFPA 101 (code for Safety and Life from Fire in Build/dSs and Struclures latest edition.) ('ZOO?) ~= ldlercormected and hard wlred combination smoke alarm I ca.on monoxide alarm as per'Residential Code of NYS' (IBC) eectten R31.~ and NFPA 72. 2. ldtedor finish shall be as per 'Residential Building Cede of NYS' (IBC) Section R~702 3. Pravide artJ§cia~ light and ventilat,~n in confmmance with Section R303 4. Fire atop vefflcal epeces in walls and partitions at ticor level, collldg, and all lured spaces not to exceed 10 feet horizontal and vertical 5. Plastic matedals shall conterm IQ the'Residential CodeofNYS'(lBC)SecflenR318 d ~t4- 6. Plumbing shall comply with the 'Residential Cads of NYS' (IBC) Part VII 7. EleMdcal inatelledon shall comply with the 'Residential Code of NYS' (IBC) part VIII 8. Occupied space shall have a minimum height conforming te the'Residential Coda of NYS' (lac} Seodon R305 9. NochabJtoble spaces will be ventilated by natural or mechanical ventilation con~orming to the 'Residential Building Code of NYS' (IBC) Section R303. The minimum operable area of the opening for ventilation shall conform to the 'Residential Building Code of NYB' (IBC) Section (in pounds par square foot) Joe Uvo Load -:xtador belconlss 60 ;)ecJ~ 40 =ire escapes 40 =essenger vehicle garages 50 TABLE 301.56 MINIMMM ROOF LIVE LOADS IN POUNDS-FOaCE PER SQUARE FOOT OF HORIZONTAL PROJECTION Rise 4 Inches per foot (163) to less than 12 16 14 t2 inches per foot (t 61 ) 12. Required 'Emergency Escape and Rescue Openings' and "Exits' shntl conform to the 'Resldenbel Code of NYS' (IBC) Section R310 and R311 DESIGN LOADS First Floor live ldad dead load Roof 40.0 psf live load 35.0 per 10.0 pef dead load unit weight of rafters 2.5 psi total load 42,0 psf total food 50;0 pal DESIGN CRITERIA ' AMERICAN FOREST AND PAPER ASSOC AT ON (AF&PA)WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND'I~NO-FAMILY DWELLINGS 0NFCM} ~l~ HIGH WIND EDITION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA General Net,s shall o I al re ul d a rova Lte. catee ancy. ~s~?epprove~, ~. J~Ho~ pe~n'ne~m age'r~av*ng gr~sr'~J~on iConha¢[or ~a~} ~in~ln ~mge ~r ell insurance, ~nds ~. as mqui~ ~ ~n~m ahpl~ e~se ~ judgme~ to mlMm~ dam~e ~ ad~of and 1~0 enti~ worl( s h 011 b ~ed~loC~Uerl~tee~Yiof~o~ d. nlumti, le~ and ~e well ap ked WIND . SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD GROUND SEISMIC WINTER UNDERLAY- HAZARDS SNOW DESIGN FROST LINE DESIGN MENT OUTSIDE '~)AD SPEED (mph) CATEGORY WEAll-lERING DEPTH TERMITE DECAY TEMP REQUIRED BOO YR .~ JJ PSF 110 MPH C SEVERE 4FT MODERATE/HEAVY SLIGHTIMOOERA'n"- 11 REQUIRED FLOODPLAIN I I I I J Wbem ipco mum pass forough aims, holes shall be ddllod to receNe the 13 pas Ll~e d sma er of ~.uch h~s sba not be more than ~" greater than Ihs ~uL~ide diameter of me Ipe. All ddUing of holes should be through the Al 'o ate ahal be crossbddg.e~l, w [h so d bddglng and/or 5/4" x 3" bddtiing as Indicated at mid-span or mtervals not to ~xcaed.ti'0" C.C..a. nd securely nalledatecoheed-Bdd pg shall no[ be na edun!lMtorparlitionsaraln olsoe, provide solid bd~g0?nj~ I~etoeen jolMs over glrdem and pla~s of bea~ldg partitions. Metel]snsgmg straps may be subMihaed and mstelled Any sttucter~ stool shell be ASTM A-36 in accordance wtih all AISC spaoi§cafions (design, fabrication, and erect on. anepacked tigl~ wi h non-shrink grout. Provide new ~wood h .e~..em .m. n mum (.2.~" x 8' at Intedor walls (con.beedng~and(2)2 xl0 at(2'x4 framed)lntedorbeedngwallawith be requiredg~ new con~nlMion unless othen~lsa shovel or. noted. . Contractor t~ ~[i~ all fTame~l qpenlng% header and other ~ramlng memoer sizes, before o/danng any vaodows or ooom. PmvEle new fo th ck nsu a/ion in accordance w/ih New York Stele Energy Conservodon Cope requlmmpnte at all e~osfln eMenor walls end roof envelope ames exposed dunng new constru~(~n. All plywood sheathing lbell ha eMeflor grade C-D exlodor, type I exposure. APA Mmctural (grade steeped) uMess otherwise indicated. Exposed plywood 6offita shall be A-O grade exterior, Type h Joist hangem, hold down dips. etc., shall be Simpson Strong-Tie Co., Inc., or approved equal (coc~Jmd w/Ih anna/ar nails, arQ,. as per manufacturer's specacafionS) for al/flush MrUcteral conne~ons. Provide coddld-type, heavy duty beam hanses as redulmd. All exteber connecters, testenem, ate., shell be stainless steal. Provide welded steel connections for all flaming hangam, etc. at steel beams, columns, sic. All wood faming ahMI be cone/meted artd Installed as par "NMIonal Desitin Standards for Wood Consbuctlen", latest edltiom Must be one of the Approved High Wind Standards Douhth fmmiflg around all openings untese ntherwica noted. Ail wood beams beadng on steel shall have a minimum beedng of 2". Ail lumh~ sh~JI bp pA1jse~ y.~..s_oD_ed end ~1~1 be.new unless gth, en~ se Ail d;ywalls Outelde comsm shall have a metal bead. s md all toco to the American Natiose[ snwaq~elrematenffilPls or ama mppl~hate °aP $ ~ c~Ymr ~l~l°?~rati°~6~lso W ~ ~ ~ ~ A'__~ ~mugh n~ or e~aling ~ ,bell ~ p"pady flashed and ~*W ,lumJnum fla,hing whom n~ mns~on joins existing ~Ji~?n~ m~cle cimul~ In toilet ~m add ~,r wet are=s ~ pe on NAILING SCHEDUEL PER: WOOD FRAME CONSTRUCTION MANUAL ANSI/AF&PA 2001 EDITION Building Element Number and Type of Spacing of Fastener Fasteners ROOF FRAMING Rafter to top plate (Toe-nailed) 'Simpson' 'H7' )er rafter ge/ling joist to top plate (Toe-nailed) 3-8d Common per joist 3eiling joist to parallel rafter (Face-nailed) 5-16d Common each lap 3e/ling joist laps over partitions (Face-naileO §-16d Common each lap Collar tie to rafter (Face-nailed) 8-10d Common each end Blocking to Rafter (Toe-nailed) 2-8d each end Rim Board to Rafter (End-nailed) 2-16d each end WALL FRAMING Top plate to top plate (Face-nailed) 2-16d ' )er foot Top plates at intersections (Face-nailed) 4-16d oints- each side Stud to stud (Face-nailed) 2-16d 24" c.c. Header to header (Face-nailed) 116d 16" c.c. along edges Top or bottom plate to stud (End-nailed)2-16d ~er 2x4 stud ~-16d 3er 2x6 stud ¢-16d 3er 2x8 stud Bottom plate to floor joist, band joist, end oist or blocking (Face-nailed) :)- 16d ~ '~ 3er foot FLOOR FRAMING Joist to sill, top plate or girder (Toe-nailed) ¢-8d per joist Bridging to joist (Toe-nailed) 2-8d each end Blocking to joist (Toe-nailed) 2-8d each end Blocking to sill or top plate (Toe-nailed) 3-16d ~each block Ledger strip to beam (Face-nailed) 3-16d leach joist Joist on ledger to beam (Toe-nailed) 3-8d per joist land joist to joist (End-nailed) 3-16d per joist qand joist to sill or top plate (Toe-nailed) 2-16d ~ ~er foot ~OOF SHEATHING Structural panels Interior and 4' perimeter edge zones 8d 12" c.c. Gable endwall rake and rake truss 8d 4" c.c. Diagonal board sheathing lx6 or lx8 2-8d per support lx10 or wider 3-8d per support CEILING SHEATHING Gypsum wallboard 15d coolers 17.' edge / 10" field WALL SHEATHING Structural panels 8d 12" o.c. Firaboard panels 7/16" 6d 3" edge / 6" field 25/32" 8d 3" edge / 6" field Gypsum wallboard 5d coolers 7" edge / 10" field Diagonal board sheathing Ix6 or lx8 ~-8d per support 1 xl0 or wider 3-8d per support FLOOR SHEATHING 'Structural panels 1" or less ~d 6" edge I 12" field greater than I" i0d 6" edge / 6" field 3iagonal board sheathing Ix6 or lx8 2-8d 9er support lx10 or wider 3-8d ~er support 'Nailing requirements ara based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path. 'When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/8-inch diameter head, ASTM F 1667, cfa length to penetrate through the roofing materials and a minimum of 3/4 inch in to the roof sheathing. Where the roof sheathing is less than 3/4 inch thick, the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. Asphalt shingles shall have the minimum number of fasteners required by the manufacturer. Asphalt shingles shall be secured to the roof with not less than six fasteners per strip shingle (Due to 120 mph basic wind speed). /~5~ 0~ ~OOf = 57'Z?.,4G ~,1= REScheck Software Version 4.0.1 Compliance Certificate Project Title: Pizzicara Residence .,~,'~-~'-- Data filename: C.~rogram FJJ~Checthpl~lca~ rck ~ ~ ~ ~ Energy Code: New York ~tate Energy Conse~.~ Glazmg Area Percentage' 38% Heating Degree Days: 5750 Constructmn Silo: 305 Nodh Lakeside Dr, DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION ' HASBEE APPROV~Ep~ , PLUMBING ALL PLUMBING WASTE & UNES NEE TESTING SEFORE ~OVER NG Ceiling 1' Cathedral Ceiling (no atac)' Wall 1. Wood Frame, 16" o.c,; Wal~ 2: Wood Frame, 16" c.c.: Window 1: Wood Frame:Double Pane with Low-E' Window 2 Wood F~ame:Double Pane with Low-E: Floor 1. Ali-Wood Joist/Truss:Over UncondSiened Space: ~"~ .' 22~ , ,'u ~ IS ifNLAWFUL Name - Title WITHOUT CERTIFICA' : OCCUPANCY I& HO C NECK 4!'~ 16 5"r ? Art .I I / Lot ~&4 WAP, N/NG: It is ~. violation of thc law £ot any person, unless acdng trader the direct supervidon o£ a licensed atchkect, to alter any item in an}, way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Akezed by:" followed by his sag;nature, the date of such alteration, and a specific dc.¥._t~tton of the alterafio_n. APPROVED ?~S NOWD DATti',.,~'I'*/3' B,P.#_~ FOLLOWING COMPLY WITH ALL CODES OF NEW YORK STATE.& TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD Dwr~ SOU¥'CLF ¥OWN PL YJ~I~G BOARD NY.S, DEC ON LiNg UuN/'~N7 BEFORE ~'ER? I~TCA TE OF OCCUPANCY , SOLDER USED I~/WATE[-? ,:'~:~ SUPPLY SY,5 rEM ..A. , N u T ', ~GEEDW~0 OF ~% LEAD. Ira Haspel Arcl tect, P. C. .15o I, AY~IS~IDF. DKIVE. ~oP,?~ LoT 53 CONSTRUCTION DOCUMENT DATE 11/Io/o7 QCopy~ight © ha Haspel AU. Pdghts Rese ed. hOT~ ' COHml, iAm CB c~,r~TI FICATB J G,c,T, rl, ]1~- ~ooo -90-3-1 (?/o) i 4o' Io/ /o7 WARNING: It is ~ ~olafion of the law for any person, unless acting under ~e direct supervision ora kcensed architect, to ,Iter any item in any way bearing the seal of an architect. If~a alteration is made, the altenng a~:hitecr shall affix to his item the seal and the notation "Altered by:" followed by his aigmture, the date of such alteration, ·nd a specific description of the alteration. I I ~'X,'$ ;~ Ira Haspel Architect, P. C. CONS~.U,.C'noN ~ocu~m,~v D*W (Copy:ight O Im Haspel ~ Rights Reserved. Fou~ oA Ut Or"1 PFAd ~oo -go - ~-1 Cf'~': O , tD , v II ~ITOH '4' t5-~%~' ' 3: .~ 3'-~%'' r,.. o, t }~Ze d- F:I, ST Fboo It is i~ violation o£ the kw tot ~r ~on, ~e~s ~c~ ~det ~e ~ su~on o~ a ~ce~ed ~ m ~t~ ~y it~ ~ any way ~g ~e s~ of an ~t ff ~ ~t~fion is made, ~c ~te~ ar~tect sh~ af~ to ~s it~ ~e s~ ~d &e no~fion "Altered by:" fo~ ~ ~ silage, &e date of su~ ~fion, ~d · specific d~pfion of &e fl~fion. Ira Haspel Architect, P. C. ~oT ~ ~ .Copyright o ~ Haspel All Rights Reserved. t-- ~007 t t ~ 9'~ ~'~' ~ 1"= 1tO'' 0 o 0 -lo y It is ~ violation o£the law fur any person, unless acting under the direct supervision of a licensed architect, to alter any item in any vtay bearing the smd of an architect Ifm alteration is made, the altering architect shall affix m Ns item the seal and the notation "Aite£ed by:" followed By his sign~va~e, thc date of such alteration, and a specific description of the alteration. HVAC Ira/--/a sp el Architect, P. C. CONSTRUCTION DOCUMI~NT DATE Copyright © Ira Haspel All Rights Reserved. DST,AiL e looo - 50 ) ~OUTH ~eT ~TT -1 h tl I II IT ~,-. LiVInG ~OOM / ~ ,I .%: I It WARNING: It is ~ violation o£the laxv for any person, unless ac~ ~fler ~e ~ect su~ion of a 5censcd ~c~mc~ m ~ter ~y i~ ~ any way be~ ~e ~al of an ~chit~t If ~ flterafion is made, ~e ~t~g ~t<t s~ af~ m Ms item ~e seM ~d ~e no~fion 'Air.ed by:" fo~owed by ~s silage, ~e date of such fltendon, ~d a specific description of~e flterauon. ~ ~ojr~s: Ira Haspel Architect, P. C. P?zZ.I CAI%,A CONSTRUCTION DOCUMEN'I~ DAT~ REVISIONS J (Copyright © lxaH~spel All Rights Reserved. ) IOoo - D O - 3 - I (~) 3~,c'no rt Co~JN~ ~ t/~" = I t O" 'T 5~GT~O~ ATTIC 5R~ 2 c HA66 55cTION ~ [3~%~2 (~ ~t~©TION =0 15 p5 c~ WARNING: It is ~ violation of the law for any person, unless acting trader thc ~ect su~on of a ~c~sed ~c~tec% m ~t~ ~y i~ M any way being ~e s~l of afl mhi~ct If ~ ~terafion is made, ~e ~te~ ~tect sh~ af~ to ~8 item ~e acm ~d ~e no~fion ~Alt~ed by:" lo,owed by ~s a~a~e, ~e date of su~ ~temfion, _710T~5 Ira Haspd ArchJtect, P. C. 1 CONSTRUCTION DOCUMENT DATE REVISIONS (Copyright 0 In Haspel All Rights Re~erved. ) Co nUou6 ). ' :L ~'~ IG" C.,oh, c, F-TG, - 30oo pst WA-RNING: It is I violation of thc law for any person, unless acting trader the direct supervision . of a ~censcd ~dfitect, to ~ter ~y it~ m any way ~ng ~e seal of an ~Ntect. lfm ~t~aUon is made, ~e ~te~g ~cNtect sh~ af~ to his item ~e se~ and ~e nom~on "~t~ed by:' fo~owgd by ~s sizzle, ~e date of s~ch ~t e~fion, md a s~cific description of~e ~terafion. IL Ira Haspel ArcbJtect, P. C. CONSTRUCTION DOCUMENT DATE · ~Copyright © [~a Haspel All l~ights Rese~ed.-~ BUILDING DEPARTMENT NOTES Occupancy Group . R3~ *' First Flour ~;~ , ! ~.3 and Building ~de (laC) and NFPA 101 (~e ~r S~e~ and L~ from Fire ta Buildi~s and Streams le~ edti~n.) ~ ~nnec~ and ~ ~red ~mbin~on I ~han mon~i~ ala~ as per'~i~nflal Cede ~ NYS (IBC) S~ion R31~ and NFPA 72. NYS' (IBC) S~on 3. P~de affifi~al lig~ and ~la~n th ~n~ ~ R303 C~e ~ NYS' (IBC) Se~ion R318 ~ ~. Plumbing shal~ ~mply w~ ~ 'R~ldeMlal ~ C~e ~ ~S' (IBC) Pa~ VIII 8. O~upied sp~ shall have a minimum heigM ~n~lng ~ the'Resi~nfial C~8 of NYS' (1~) ~on ventilation ~rming ~ ~e 'R~denUa[ BulldMg C~e ~ NYS' (IBC) shaft m~ ~ ~e 'R~idenaal BuDding Cods ~ NYS' (IBC) Building Element Fire R~is~nca ~fing (Houm) 11. UnEo~[y d{s~lbu~d and ~n~n~ li~ ~ ~hall ha the pmdu~d ~ ~e In~n~d ~ a~d u~, but in no ~ca le~ than ~ NYS' (iBC) S~ R~I Minimum ]~ds ~r ~upaflc[es and uses not indud~ in ~e ~ shall be in ~n~i~ ~th gen~liy a~d e~loaefl~ ~ndards, Minimum sn~ loads shell ha [n ~n~ ~ ~e 'Residenti~ Building ~e of NYS' (IBC) Se~on ~t and shell be a~lied NYS' (IBC) S~aon ~1 and shall be ~pfled no,al ~ ~e ~ T~LE ~1.4: MINIMUM UNIFORMLY DIS~IB~ED LI~ LOADS (in pounds per square ~t) Use Live Loe~ Extsrfor balcaniss ~0 Decks 40 Flra escapes 40 ,Passenger vehicle garages 50 Mtlcs wRhout storage lS Attics w]~ storage 20 Rooms other th~in sleeping rooms 40 Sleeping rooms 30 Stall 40 $oafdrails and handrails 200 TABLE 301.5: MINIMUM ROOF LIVE LOADS [N POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION n square feet for an Flat or dso less than 4 Inohas per f~3t (1:3) 20 16 12 Rise 4 inches per foot (1:3) to less ~han 12. 16 14 12 inches per foot (1 Rise 12 inches per foot (1:1) and greatsl; 12, 12 12 12. Required "Emergency Escape and Rescue Openings" and "Exits" shall conform to the 'Reslden§al Code of NYe' Sectian R310 and R311 DESIGN LOADS First Floor live load 40.0 psi dead load 10.0 psi total Icad .5OJ, O psf Roof live load 35.0 per dead load unit we~ht of rafters 2.5 per ceiling 2,5 psi insulation 1 .O per shingles t .0 per tstal load 42.0 pef DESIGN CRITERIA, .'- AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD < FRAME CONSTRUCTION MANUAL FOR ONE- AND TINO-F,ftMILY DWELLINGS ¢NFCM) ~ HIGH WIND EDITION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA General Notes a~wn b'ar~or ~.hsll maintain ¢overag~ far 811 insurances, bends, etc. ss requl~ ~ other par,ions performing ~rSons of the work. mmv,art ~[q~ ~q~m me~fl~_q, ana,~s ~m me sim, anale~ The~ ~ ~o ~q m~q~ [~g mn~n admlr.l~h a~m ~qqges tq.lhe~ d~[~ ~ ~ qoY ~ on ~ pmje~ may ~ made WIND SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD GROUND SEISMIC WINTER UNDERLAY- HAZARDS S~NOW DESIGN FROST LiNE DESIGN MENT OUTSIDE ~LOAD SPEBD(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED 500YR .~l~ PSF t10 MPH C SEVERE 4FT M(X3ERAIE~EAVY SLlaHTIMODERATE 11 REQUIRED FLOODPLAIN Where~pipeS musl peqs thropgl) joi~ls, holes shall be dd/I ~e~/_,,ta reqeiv.e, the pipes. I ne diameter or such [~mes snarl not be more than ~= greater tnan the outside diameter p. f fha ~pe. Ali drilling of holes should be through the Al '0 st~ shall ha c~ossbddged with ~olid b~dging and.or 5/4' x 3" bridging na ed a each en~. I~rf. ipg s~all not be nailed until after partitions are in Diane. Provi~f~ solid b~i'~g.~elween joists over girds, is and plat:el of ~,prove§ ~.~r.,~.l~Pe~ ~A1T-~U m°~der s[;~ ~al~e from knots, s~'~l'~s, mt, mll~m~ers s~lab~ ~e~a~ the clown e~ge upwa~l ~g~hE~ply ~h the minimum ~nda~s of Ihe ~ ~mugh n~ or exi.ing m~ shaft be properly flashed and ~lG~ e ~ aluminum ,,.hi,g ~em new ~.s~.ion joins ~." ~nfo~ w~ ~e Na.onal Ele~c ~de end ~e New ~l~e~ffp~ ~ be mounted 48' abe~e finish, floor. NAILING SCHEDUEL PER: WOOD FRAME CONSTRUCTION MANUAL ANSI/AF&PA 2001 EDITION Building Element Number and Type of Spacing of Fastener Fasteners ROOF FRAMING Rafter to top plate (Toe-nailed) 'Simpson' 'H7' _ )er rafter Ceiling joist to top plate (Toe-nailed) 3-8d Common per joist Ceiling joist to parallel rafter (Face-nailed) 5-16d Common each lap Ceiling joist laps over partitions (Face-nailed 5-16d Common each lap Collar tie to rafter (Face-nailed) 5-10d Common each end Blocking to Rafter (Toe-nailed) :>-8d each end Rim Board lo Rafter (End-nailed) 2-16d each end WALL FRAMING Top plate to top plate (Face-nailed) 2-16d ~ Der foot Top plates at intersections (Face-nailed) 4-16d joints - each side Stud to stud (Face-nailed_) 2-16d 24" D.C. -teader to header (Face-nailed) 16d 16" o.c. along edges Top or bottom plate to stud (End-nailed)2-16d ~er 2x4 stud 3-16d ~er 2x6 ~tud 4-16d )er 2x8 stud 9ottom plate to floor joist, band joist, end 3ist or blocking (Face-nailed) 2-16d ~'~ mr foot --LOOR FRAMING Joist to sill, top plate or girder (Toe-nailed) 4-8d per joist Bridging to joist (Toe-nailed) 2-8d each end Blocking to joist (Toe-nailed) 2-8d each end Blocking to sill or top plate (Toe-nailed) 3-16d each block Ledger strip to beam (Face-nailed) 3-16d each joist Joist on ledger to beam (Toe-nailed) 3-8d per joist Band joist to joist (End-nailed) 3-16d per joist Band joist to sill or top plate (Toe-nailed) 2-16d ~ )er foot ROOF SHEATHING Structural panels Interior and 4' perimeter edge zones 8d 12" D.c. Gable endwall rake and rake truss 8d 4" o.~. Diagonal board sheathing lx6 or lx8 2-8d 3er support lx10 or wider 3-~-d per support CEILING SHEATHING wallboard 15d coolers 17" edge / 10" field '~ypsum /VALL -SHEATHING Structural panels Bd 12" D.C. :ireboard panels 7/16" 6d 3" edge 16" field 25/32" 8d 3" edge / 6" field 3ypsum wallboard 5d coDlem ,7" edge / 10" field ;)iagona[ board sheathing lx6 or lx8 2-8d ~er support 1 x l 0 or wider 3-8d tar support FLOOR SHEATHING ;tructural panels I" or less 8d 6" edge I 12" field greater than 1" 10d 6" edge / 6" field Diagonal board sheathing lx6 or lx8 2-8d ~er support 1 xl0 or wider 3-8d per support ~Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for strucJural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path. "When wall sheathing is continuous over connected members, the tabulated number of nails shall be permilted to be reduced to 1-16d nail per foot. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/8-inch diameter head, ASTM F 1667, of a length to penetrate through the roofing materials and a minimum of 3/4 inch in to the roof sheathing. Where the roof sheathing is less than 3/4 inch thick, the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. Asphalt shingles shall have the minimum number of fasteners required by the manufacturer. Asphalt shingles shall be secured to the roof with not less than six fasteners per stdp shingle (Due to 120 mph basic wind speed). DFSA/ GF.. C Cu ,AT (O'd .A~b/A oF Hoof = ~' Cf D~A, UF~ACH POo~.; ~Y~~"~'" '-/V' '~-~' ' REScheck Software Version 4.2.0 ' ~" Compliance Certificate Project TiUe: Pizzicara Energy Code: 2006 IECC Location: Seuthotd, New York Glazing Area percentage:4 2%q~o Ceiling 1: Cathedral Ceiling (no attic) Wall 1' Wood Frame, 16" o c, W~ndaw 1: Vinyl Frame:Double Pane with LiiiFii -E JHGC' 0.32 Window 2, Vinyl Frame:Double Pane wit ow-E SHGC: 0.30 Dc*ur 1: Glass SHGC: O.2d Door 2: Glass SHGC' {3.27 1550 3B.0 0,0 42 1600 15,0 TO 356 O 390 139 30 12 62 0.350 22 1550 38.0 0 O 40 Name - Tide ' - ~(~md~m / ~' ~/ De~ 5 L ,5 H OG NECK4 i o 4.1 WAP2qING: It is/t violation o£ the law £ox any penon, unlcs5 ac~ ~d~ thc c~cct su~is~on of a licensed arch/tect, to altez a~y item in any way beaxing ~c 5e~d o£ ~ ~.J~tect. It' ~Ln a~tc¢'zfiO~ JS made, I~e azc~Jl:ec~ dh~lJ a£~ to hid item t~a ssa] a~d l~c notation ".AJt~cd by:" fo~owed by his si~mtu~ the date of such alteration, and a specific description of the alteration. Ira Hasoel Acchitect, P. C. AIlhE,'.'-L Ric Ae,,O ptz.'.'.'zI LoT 53 k (Copyright © Ira I~.aspel All Rights Rese ed..) TiThe. OHF f.T-DF</WM/ 'E COt,'IPHArt CE, O~BTI FICAT~. It is ~ ,-iohfion of the law foe any p~on, units acting ~md~r th~ divot ml~ of~ licensed azchitect, to ake~ ~ny itmn in any w~y beating the ~1 of an architect If an alteration ts made, the altering ~zchitect shall affix to his ite~a the seal ~md the notation "Aide, ed by:" followed by his signature, the date of such alteration, md a specific description of the alteration. Ira Haspel Arcb_itect, P. C. ?1~$i GAD,A hi,Y, (.Copyright © l~a Haspel All IUghts Rest"trod..) (.%,%.'L%oo,, .,o_,.~ "5 [ frO. F(f%sT Ft, oo~ Pi. AN J WAKNING: It is ~. violation o£ the law {or unkss acting tmde~ ~he ~' o£ ~ licensed szchimc% to alt~ ~my in any way bearing the s~ of~n ~hit~ct If an slter~ion is made, thedtedng architect shall affix to bis item the seal and ~he notation "Ahx~ed by:" followed by his signattue, the date of such alteration, md · specific description of the ~lteralion. Ira Haspel Archi tect, P. C. Copyright FI~eT Ira H~pel All l~ghts Resin'red. ) DB'TA)b e ObF-, 8 ¢5T0 g,¥ 1" ' 1Ld" WARNI2qG: It is ~. violation of the law for any penon, unless acting under thc direct supen4~on of a llcen~ed architect, ~o alt~ my item in any way bearing the seal of an architecr~ Ifm altmfion is made, the altering architect shall affi~ to his item the seal and ~e notation "Altered by:" .%llowed by his signature, the date of such aite£ation, and a specific description of the aJteration. HVAC Haspel Architect P. C. (Cop~ght C I~a Haspel All ~ghts Reserved. Iooo. 9O - 3-1 _ f I[ 071 I1' ,1 +[ ~OUTN ~,, '~5 T I- //\ WARNING: h is ~ viohtloa oF thc l~w for any person, ~ale~ gc~g under ~e ~ct su~on ~ ~ ~y ~ ~e ~al of~ ~ If ~ ~t~d~ is ~de, ~c ~ ~t~ s~ ~ m ~s item ~e se~ , ~ ~e no~6on "~ed by:" found by ~ s~, ~e da~ ofsa~ ~temfion, ~d a ~fic d~p~on of~e ~ter~on. Ira Haspel _Architect, P. C. ~oT~ 5~ (Cop~ht o h,a H~pel DUlI, OIMG O~CTIOM All Rights Rese'n,,ed. ) I000 -DO- 5-1 J /,~. -o ~/olo7 -( ~'IT +L J.~ CrYPh 2LG'' ATTIC; ~Xl~T (~ ~ScTIO~ ©I~GTIO N ~. J5 WMLNL,NG: It is I violation o£ the law for any pevaon, unless ac~ of a Ucensed ~ my way b~ ~t~t s~ ~ ~a~e, ~e da~ of such flte~fio~ Ira Haspel Architect, P. C. 50LffHOI. D~. I, oT'~ 5~ CONSTRUC~ON DOCUMENT DAT~ 5~,OTIOH5 IOOO. ~.OOM ~/ ~*"'r =0 It is ~ violation of thc law for any person, unless acting under the d~cct supervision of a licensed a~ehltect, to alter a~y item in any way bearing the sefl of an architect. If an alteration is made, the architect shall a£~ to his item the sca] and thc notation "Altered by:" followed by his signature, thc date of such alteration, and a specific description of the akeZarion. Ira/-/asp el Architect, P. C. J ~opyr. ight c ira Haspel All Rights Reserved. CO/,/TIHUOU9 Logo P,~T)-/ s.c,y,m, M*- f000-50-3-1 c,o. ConstrucDon Class Building Type New TYPE VB t. All work shall comply with N.Y. State Uniform Fire Pmventfon and Building Code (IBC) and NFPA t01 (code for Safety and Life from Fire in Buildings and Structures latest edition.) = intemonnected and hard wired combination smoke alarm ~! carbon monoxide alarm as per'Residential Code of NYS' (IBC) Seclten R31~ and NFPA 72. 2. Infador finish shall be as per'Residential Building Code of NYS' (IBC) Section l~?o2 3. Provide artificial light and venBlation in conformance with Section R303 4. Fire stop vertical spaces In walls and pardtlons at floor level, ceiling, and all furred spaces not to exceed 10 feet horizontal and 5. Plastic materials shall conform to the 'Residential Code of NYS' (IBC) Sectten R3t8 ~ 6,. Plumbing shall comply with the 'Resfdenflal Code of NYS' (IBC) Pad[ VII 7. Electrical instetiafion shall comply wtih the 'Residential Code of NYS' (IBC) Part VIII 8. Occupied space shall have a minimum height oonformlng to the 'Residential Code of NYS' (IBC) Section R305 9. Nonhabitecte spaces will be ventilated by natural or mechanical venfilaBon conforming to the 'RestdenUai Building Code of NYS' (IBC) Section R303. The minimum opamble area of Ihs epsslng for ventilation shall conform to the 'Residential Butiding Code of NYS' (IBC) Section R303. 10. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS Building Element Fire Resistance Rating (Heum) Floor 0 Rcof 0 Other structural elements 0 11. Uniformly distributed and concentrated live loads shati be the loads produced by the intended occupancy and uss, but in no ease less than the minimum live lead In conformity with the 'ResldenBel Building Cede of NYB' (IBC) Section R301 . Mteimum loads for occupandes and uees nof Included In the table shall be in conformity with generally a~cepted engfneering standards. Minimum snow loads shall be In conformity with the 'Residential Building Cede of NYS' (IBC) Section R301 and shall be applied normal to the roof surface, Minimum wind loads shall be in conformity with the 'Residenflal Cede of NYS' (IBC) Section R301 and shall be applied normal lo the mol surface. TABLE 301.th MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) Use Live Loa8 ExtorTer balconies 80 Decks 40 Fire escapes 40 Passenger vehicle garages E0 Altics without storage 10 Attics with storage 20 Rooms other thss steepteg moms 40 Sleeping moms 30 8teim 40 Guardrails and handrails 200 TABLE 301.5: MINIMUM ROOF LIVE LOADB IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION in square feet far any struetoral member 0 to 201 lc Over Roof slope 200 600 600 Flat or rise less than 4 Inches per foot (1:3) 20 16 12 Rise 4 inches per foot (1:3) to less than 12 18 14 12 inches par foot (1:1) Rise 12 inches par fsst (1:1) and greater 12 12 12 12. Requbed "Emergency Escape and Rescue Openings" and "Extis' shall conform to the 'ResldenBal Code of NYe' (IBC) Section R31g end R311 DESIGN LOADS First Fleer Roof five load 40.0 pal tire load 35.0 psf dead load 10.0 paf dead load unit weight of rafters 2.5 psf total load 5~0 pal ceiling 2,5 psf ..... Insulagon 1.0 pal shingles 1.0 psf totol load 42.0 paf DESIGN CRITER1A ' --', ~ .... AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS (WFCM) ~ HIGH WIND EDITION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA General Notes raGenbeqlpr [ibell maintain coverage for a nsuran~s. ~nds, e~. as mqui~ ~ ~ an~ mat~al sh~ll be guamn~d ~r a minima pe~od ~ one (1) ~ar ~ ~er EcaJ ~ea an~ agen[f~[~avsng jun~iM ~&~[~ ~8~ ~&9~~ a,d sha,i ~e peno~ ,n a manner aeemea g~d The Architect shall not be responsible far the partormance or the work of the General Contractor, Owner or any other subcontractors nor shell he guarantee their performance. The Amhltect shall not be responsible for any changes to this project made by owner, General Contractor or any submnkector or matedal supplier unless pmpedy authorized, in writing, by the Amhilect. The Architect shati not ha~e control over er charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures er for safety precautions and programs in crmnectian wilh the work since these ere solely Ihs General Coctractor's mspanslblll[y under the General Contractor's conctmc~on conbect. No changes to these drawlnge nor to any work on thts project may be made without eb[alning Uae wdffen approval of the Amhilect. The Architect shall not be responsible for the General Coctracle¢s acbedules or failure to cony out the work In ecc(xbence with the contract documents. The Architect shall not have cenbel over or charge af acts e~ omissfans of th e General Contractor, subcon~r'aclers or ~be r agents or amp oypes, or of any other persons perrormfng I~brdons of the work. The General Contractor shall confirm and verify qxkslflg beadng cssdgiens and strectural membem before proceeding with the work. Any diserepandea discovered am to be brought ts the Architsc~s atfardien by Ihs General AIl m~edals shelf J3e Jnstaltati In sMcl confamlance with a ~nofac~mr's hoC Ct ~tor hal ee ti cons na afme ebs nd b lab ~mu ~e~ n d~ .~t e ~11~D~ n e ~,~n~ e~re al~ sTeh~v~i~u~:gg:~utt~r~i~t~teic~~ ~f~avl~. flsku~gon edmlnlsbeiton an~eTh Archs ufos( Ct ct Is not pmper~.apansl~e for Ihs legalization of any existing structures N ch es t ese drawl or di on this project may be mede s~o~rT~e w~ene appr~a~l~ ge O~e~ In widows d nl s B''s I a stu stel oh am . .ip r, re res me ;... .idla.6 re r a, be Tw~ g utitps of jois~ tg ~cllltste the inslellation of plping will only be parmtited ~c~bnect~in~dt~p or bel~m ~ ~Yel~o*sC~t n~hl~, mta~le ~n~Jda~lts sp~Pnt WIND SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD GROUND SEISMIC WINTER UNDERLAY- HAZARDS SNOW DESIGN FROST LINE DESIGN MENT OUTSIDE LDAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED 5[]0 YR 201~ PSF 110 MPH C BEVERE 4FT MODERAI~I~EAVY SLIGHTIMODERkTE 11 REQUIRED FLOODPLAIN Where pipes musl pass through jolxts holes shati be ddlled to receive the ~lpes. The diameter of such holes ah;,I not be more 61an %" greater than meoutsldediamcterofthe ibe. Aildd ngofheeschoudbethmughlhe neutral axis or centsrtine ot~eam where possible. All joiels shall be crasebditged with so d bddging and/or 5/4" x 3" bddging as mdicoted a ~mlds~jan or intewa s no to exceed 8'0" O C and securely nai~da eachend, l~nd. glegshal notbene edun otterpardtionsarele P lace. Provide solid btiaeingmg between joists over gkders end platse of ceadng partitisss. Metelcnsging straps may be substiluled and thslelled accorelngly. . Any structural steel shell be ABTM A-38 in accordance Wi h el A SC spec flcaUen$ (design, fabrication, and erection). AB pipe and/er ally columns fa be secure y bo ed, eveled w Ih Ctee sh ma anupacked tight with non-shrink greet. Provide new wood he, ~.em minimums1(',2!)22" x 8" at interior walls (nen.beedng) end, (2) 2 x 10" at (2'x4' framed) ntsdor healths wa · w h acrid beadn stMO aupgeds al all new windows doom, and opening as may be requked g~ new consbecgon unless other, vise shm~ or natsd. Contractor fo V~flf~ ~1 ~a mecl open nge~ header and other fram ng member All plywood sheathing shall be extedor grade C-B exterior, type I exposure. APA structural (grede stamped) unless otherwise Indicated. Exgesed plywood set,ts shall be ~ grade ealodor, Type I. Joist hangers, hold down dips, etc., shall be Simpson Stmngqle Co., In~., or approved equal (secured with annular nails, ale., as per manufacturer's specifications) tor all Bush structural con~ecitons. Provide seddle-typa, haavy duty beam hangers as redulrad. Ail exterior connectom, fasteners, ale, shell be stainless steel. Provide welded stsel connections for all Approved High ~/ind Standards Alllumb ~shllb edy as ed n h lbs ewunless t erwise sgprove§ bv t~e ~r~i~l~ct ~u~r [s~[~ ~a~e ~m knots, s~es, rot, Alia w ,h rsandtemme andoth rhodzontalwood tho ow. ugw. Dr~/all s~l~tiJ~e 'J/~' gypsum board et walls apd ceilinso w/(3) costs tape All d~Jwalls guilds cornea shall have a metal head. s m d alii st ' to co to the Amedcan National ~ ~ rd s ~s ~lacoa~ tnr~C~.q spac~r~one, Provide metal dr'lp Bashing over all windows ami doom as required. ~YP~vc~ldiaa~ ~ dwa~ss ~an~,~gsI ~n e~ssr o~eln~lse ~et~.P~l gypsum ~eo(9~d abel ~ ~mugh n. or ~5Ung ~ shall be pmpedy fl.h~ a~ ~ew aluminum flashing ~em n~ mns~ion joins ~isting L NAILING SCHEDUEL PER: WOOD FRAME CONSTRUCTION MANUAL ANSI/AF&PA 2001 EDITION 3uilding Element Number and Type of Spacing of Fastener Fasteners ~OOF FRAMING Rafter to top plate (Toe-nailed) 'Simpson' 'H7' )er rafter ;elites joist to top plate (Toe-nailed)3-8d Common per joist ~eiling joist to parallel rafter (Face-nailed) 5-16d Common each lap ~,eiling joist laps over partitions (Face-naile¢ 5-16d Common each lap 3ollar tie to rafter (Face-nailed) 84 Od Common each end Blocking to Rafter (Tce-nailed) 2-8d each end Rim Board to Rafter (End-nailed) 2~16d each end WALL FRAMING Top plate to top plate (Face-nailed) 2~16d ~ ter foot Top plates at intersections (Face-nailed) 4-16d gists - each side Stud to stud (Face-nailed) 2-16d 24" o.c. Header to header (Face-nailed) 16d 16" o.c. along edges Top or bottom plate to stud (End-nailed) 2-16d tar 2x4 stud 3-16d tar 2x6 stud 4-16d tar 2x8 stud Bottom plate to floor joist, band joist, end gist or blocking (Face-nailed) 2:16d ~'; )er foot FLOOR FRAMING Joist to sill, top plate or girder (Toe-nailed) 4-8d per joist Bridging to joist (Toe-nailed) 2~8d each end Blocking to joist (Toe-nailed) 2-8d each end Blocking to sill or top plate (Toe-nailed) 3-16d each block Ledger strip to beam (Face-nailed) 3-16d each joist Joist on ledger to beam (Toe-nailed) 3-8d per joist Band joist to joist (End-nailed) 3-16d per joist Band joist to sill or top plate (Toe-nailed) 2-t6d ~ ~er foot ROOF SHEATHING Structural panels Interior and 4' perimeter edge zones 8d 12" o.c. Gable endwall rake and rake truss 8d 4" o.c. Diagonal board sheathing lx6 or lx8 2-8d per support lx10 or wider 3-8d per support CEILING SHEATHING Gypsum wallboard 15d coolers 17'' edge 110" field WALL SHEATHING Structural panels 8d 12" o.c. Fireboard panels 7/16" 6d 3" edge 16" field 25/32" 8d 3' edge / 6" field ~ypsum wallboard 5d coolers 7" edge / 10" field Diagonal board sheathing lx6 or lx8 2-8d per support lxlg or wider 3-8d per support FLOOR SHEATHING Structural panels 1" or less 8d 6" edge / 12" field greater than 1" 10d 6" edge / 6" field Diagonal board sheathing lx6 or lx8 2-8d per support 1 x l0 or wider 3-8d per support 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load palh. ~When wall sheathing is continuous over connected membem, the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. Fasteners for asphalt shingles shall be galvanized steel, Brainless steel, aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/8-inch diameter head, ASTM F 1667, of a length to penetrate through the roofing materials and a minimum of 3/4 inch in to the roof sheathing· Where the roof sheathing is less than 3/4 inch thick, the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. Asphalt shingles shall have the minimum number of fasteners required by the manufacturer. Asphalt shingles shall be secured to the roof with not less than six festoners per strip shingle (Due to 120 mph basic wind speed). '/k~5~ oP ~oof = ~72'Z.40 REScheck Software Version 4.2.0 Compliance Certificate Project Title: Pizzicara Ene~3y Code: 2006 IECC Location: Southold, New York ConslrUc6on Type: Single Family Owner/Agent: 1513 Lakevlew Southold, NY 11971 Maximum UA: 411 Your UA: 34~ Designer/Contractor Ira Haspel Im Haspel 59945 Main Road Soulhold, NY 11971 Ceiling 1: Calhedral Ceiling (no ~UlC) Wall 1: Wood Fame, 16" o,c. Window 1: Vlayl Frame:[aouble Pane Witbh Low-E SHGC: 0.32 Window th Vinyl Proms:Double Pane with Low-E SHGC: 0.35 Door 1: Glass SHGC: 0 28 Door 2: Glass SHGC: 0,27 Rcor 1: Ail-Weed Jolst,q'russ:Over Uncondidoned Space 1550 38.0 O0 42 1650 15.0 5.0 70 356 0 390 139 30 o.3g0 12 41 0.370 15 62 0,350 22 1550 38 0 0 0 40 Compliance Statement The proposed budding design described here is consistent with the balding plans1 specifications, and other calculadons submdted wilh the pen~t application. The proposed building has been designed to meet the 2096 IECC raquirements in REScheckVersion4,2.0~andtocomplywththemandalo~requlremen od in the RE checklnspecgonChecklisL 5 H OO NEC BAY V~ B'l' P6AM / Lot ~ &4 WARNING: It is i~ viobtion ofth~ bw for ~ny p~'son, unless acting under the dltect supen4sic, n ora llceas~ a-,~,.hi~ect, to alter stay item in any w~y beating the seal of an ardgtec6. If an ~lt~t~m i~ rinse, the alter{rig mzbit~ct 5hdl aft~ to his item the 5etl and the notation "Air.ed by:" followed by his sliFmtur~, ~e date o£such alteration, and a specific description of the alteration. Ira Hasoel Arcl Jtect;P. C. TITb.F.. ~H~ET-PR~n,,~'E OA~CUb4TIO,"iJ t'IOTF.~ ' COt'iPL. JA~CE. C~,P~TIFICATB J PCU~rEIHG RISP-R D~GRAM j I"1, D°- looo -~O '3-1 It is $ ~olafion of the l~e for any pet=on, units ac~g under ~ ~t ~ ora ~cen~d ~ m fl~ my i~ ~ ~y ~y ~ng ~e ~ of m If m ~t~afion ~ m~, ~e fl~ ~tcct sh~ ~ m ~ i~ ~e ~ -0 r/ ,/ 1 J ILO' Ira Haspel Architect, P. C. -90-3-1 j k. '10'- ?" BOO? '¢ ¢Jt,,~STOR¥ puArt ~or~: T9 ~LAFT G ~- ,! ~¢1 ~"=lLO" HV~C Ira Haspel Architect, P. C. /&.NM~ t 51OH,A, RD PiZT..iC.,~,p,A LoT* 53 7/~/ ,o (~t z Ixa I"Iasl~.,I AU Rights Reserved. D~,TAI!.e [T..p~: 1000 - 90- 3-~ '1 LI //[\\ \ //\ ~\ _ / .I ~L I '1 r,'chi~:r d'mll tIB~ to }: item the seal · ~ the notadoa #Al~exed q:" follmeed by his signamxe, the d~te ol. ~ch altemdon, ~md · apecific des~iption of the ~ter~tion, Ira Haspel _Arcl tect, P. C. ~,oT'~ 55 PIzz, I CAI%A ~OP, TH Iooo -~0 - 5 - I 1/8,/o7 ' ,; / +~ I I ~E,H tt4C~k FM~AT~'~ '\. DF. TAll. ~ ~T~b Col, uPi H I I/~' =. ILO" WARNING: It is i violation o£the law for any person, tl~s aCfilag u~der thc ~ su[~'~ion of~ l~cemed architect, to alter any item in ~y way being the ~ of an ~r.hitect If an alteration i~ mnde, the.*l~i.~g ntchitect sl~l affix to l~s item the seal nnd thc notation "Altered by:.." followed by MI signature, the d~' of such alteration, md a spedfic description of the ~OT~e5 ~ Ira Haspel Architect, P. C. 1 (,~t © I~lFI. mpd AllR~taRe~e~ed. ) U $.E, CEDAR ( ?,uT, ~"TJ'2 ri II II WARNING: It h ~ ~oL~fion o~ hc hw £o~ UnlCSB acting Un& t~e d~tcct sut:~.~on Ifm dt~n ~ ~e, ~c ~d ~c no~on "~cd ~ Ms s~e, ~c &~ ofsu~ ~d a s~cific ~cflpfion of~e Ira tlaspel Architect, P. C. pA'r~ 7/~ P ~ [Copyright * Ira Hazpel ~ Pd~ P-~'ve,~. ) Co/~rlNooos LoAD 5,o,T,m, hI'- 100:9-