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Home My WebLink About32865-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 2/10/2011 CERTIFICATE OF OCCUPANCY No: 34834 Date: 2/10/2011 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1240 LOVE LA MATTITUCK, SCTM #: 473889 Sec/Block/Lot: 140.-1-23.1 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 3/27/2007 pursuant to which Building Permit No. 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: UNFINISHED ATTIC DORMER AND TWO ENTRIES AS APPLIED FOR PER ZBA DECISION #5782. DATED Lot No. filed in this officed dated 32865 dated 3/30/2007 10/27/05. The certificate is issued to LI Sound Oyster LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ~ Auth~xzed Sighature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32865 Z Date MARCH 30, 2007 Permission is hereby granted to: THOMAS D/gDERSON 1240 LOVE LANE MATTITUCK,NY 11952 for : UNFINISHED ATTIC DORMER AND TWO ENTRIES AS APPLIED FOR PER ZBA DECISION #5782; FLOOD PMT. INCLUDED at premises located at County Tax Map No. 473889 Section 140 pursuant to application dated MARCH Building Inspector to expire on SEPTEMBER 30, 1240 LOVE LA MATTITUCK Block 0001 Lot No. 023.001 27, 2007 and approved by the 2008. Fee $ 392.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 This application must be filled in by typewriter or ink and submitted to the Building D A. For new building or new use: 1. APPLiCATiON FOR CERTiFiCATE OF OCCUP/[F~-~ Final survey of property with accurate location of all buildings, property line,~ streets, a~~[t~ral or topographic features. I 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 Old or Pre-existing Building: ~'- (check one) LoVe-- Street New Construction: Location of Property: House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Hamlet Block Lot Subdivision Permit No. ~Z)~_~ ¢ Health Dept. Approval: Date of Permit. Filed Map. Applicant: Underwriters Approval: Lot: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ Final Certificate: ~ (check one) Applicant Signature TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: ~P~ ~-~~ DATE / -- 77 -- 0 7 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION [ [ ] ROUGH PLBG. [ ] INSULATION [ X FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR ~- ~ ,?2 ROUG'FI' YP, A_IViING & PL~G ~S~ATION PER N. Y. STATE E~RGY CODE ,-~ / ~D~ON~ COM~NTS 7 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ~/~')'O , 20~'~ Approved Disapproved a/c Expiration C[~'..'~ ,20 0q~ PERMIT NO. ~ ~'~q ~'/ Building Inspector BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.£.C. Trustees Contact: Mail to: /[[~ 2 ?, 2-007 APPLICATION FOR BUILDING PERMIT ', Date _ i INSTRUCTIONS a. This application MUST bc compl6~cly 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 adjdining premises or public streets or areas, and waterways. c. Thc work covered by this application may not bc 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. f. Every building permit shall expire if thc work authorized has not commenced within 12 months a~¢r the date of issuance or has not been completed within 18 months fi.om such date. If no zoning amendments or other regulations affecting the property have been enacted in thc interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six momhs. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to thc Building Department for thc issuance of a Building Permit pursuant to thc Building Zone Ordinance of thc Town of Southold, SuffoLk County, New York, and other applicable Laws, Ordinances or Regulations, for thc construction of buildings, additions, or alterations or for removal or demolition as herein described. Thc 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 of applicant br name, ifa corporafio ) ,20~O_ ,, ' - ~ (Mailing a~dress of applic~at) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner ofpremises~:~, ~ ~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (l~ame and title of corporate officer) ! Builders Liconse No. f---'~2o~ ~ - ~ Plumbers License No. Electricians License No. Other Trade s License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section Block ,~. I Filed Map No. Lot ~'2-~ ,/ Lot 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 ~ UO, t~r-~ Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work (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 ~,~ Number of Stories Depth ~_~ Dimensions of same structure with alterations or additions: Front Depth ?__.q- Height ~ Number of Stories Depth Rear 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size oflot: Front I~,.~,~' Rear ~5?--tt,~f~ Depth 10. Date of Purchase ~ g2--~Name of Former Owner...~ 11. Zone or use district in which premises are situated [1~ 2-- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO / 13. Will lot be re-graded? YES__ NO fWill excess fill be removed from premises? YES NO J 14. Names of Owner of,,remises"'~h:me~ ~ - ~ ~'-'~" _~o{~:~X -'oqz- ~ f.~'~ ~ Name of Architect ~~s '~j: NNS~ Name ofContracto~, {~q.~'x'.. {>CIA%~, Address ~S'-q- ~c9 ~hone No. '7 2-7 - 2¢ 2~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES F'""~O __ * 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) COUNTY Ol~J~'~O~: W~t'fl~:::> ~ ~T,-~)~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 tiffs 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 ~,('~;f.~ day of ~' ~ot~ ~blic MARY PIETER$ Nota~l Public, State of New No. 483920.5 Oual tied in Suffolk Count'/ Commission ~xpires ]u y 31,2009 Ken Poliwoda Peggy A. Dickerson Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 19, 2005 Mr. Thomas Anderson P.O. Box 1060 Riverhead, NY 11901 RE: 1240 LOVE LANE, MATTITUCK SCTM#140-1-23.1 Dear Mr. Anderson: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., October 19, 2005: RESOLVED, that the Southoid Town Board of Trustees APPROVE the Amendment to Permit #6157 to add dormers to the existing dwelling during the presently permitted roof reconstruction, and as depicted on the plan prepared by Anthony Portillo dated July 26, 2005 and survey prepared by John C. Ehlers last dated June 24, 2005. If you have any questions, please call our office at (631) 765-189~L~ Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:lms SURVEY O~= PROPERTY 51TUATE-' HATTITUOK 5UPt=OLK ¢_.X2~N~, 5L)R\/EYED O5-14-2OO4 TOPO ADDED 12-28-2004 PROPOSED ACTIONS REVISED 0D-II-2005, 0(2-01-2005, O8-24-2OO5 5UFFOL~ O~N~ TAX IOOO-140-I-2B.I NOTES: MONUMENT FOLIN~ AREA SEAMARD OF PINNED HAh'BALE LINE TO BE BUFFER AREA (AREA OF NON E)ISTIJRBANCE~ TIDAL ~ETLANE)S LINE IS SYNONYMOUS ~!ITH THE A.H.P4.M. AS OBSERVED BY LANE) USE ECOLO®ICAL SERVICES, INC. ON ELEVATIONS REFERENCE N®VD'2q. SEPTIC AN[} I~ELL LOCATIONS AS PER O~!NER AREA ~____~ObF OR O.]~ ACRES PROPERTY LIES IN FEMA FLOOD ZONE AE II ~RAPHIE. ~E. ALE I": 40' ,/ ~EF4OVEE) N ~.~OONSTP-.UOTION TABLE OF: A~EA~ EXISTIN~ House Oon~r~t~ 1,444 m~ 4.~ Pmck D49 s~ I.~ TOTAL JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 Board Of $outhold Town Trustees SOUTHOLD, NEW YORK PERMIT NO... 6~.~ ............ DATE: ..~ ..20.,....20.05 ISSUED TO .......... .g.~....~.°..~...~..s..T.~:.~....~..q....g.!g ...%~...~.~,~]~ ............. Pursuant fo the provisions of Chepfer 615 of the L~ws of the State of New York, 1893; and Chapter 404 of the ,I.~, ws of the ' State of New Yor~ 1952; and the Southold Town Ordinance en- titled/'REGULATING AND THE PLACING OF OBSTRUCTJQHS IN AND ON TOWN WATERS AND PUBLIC: LANDS and the REMOVAL OF SAND, GRAVEL' OR OTHER MATERIALS~F~OM LANDS UNDER TOWN W^TERS;~.!, and in accordance with the Resolution of The Board adopted et a meeting held on ..~.~:.~..~.~. .... .2(~..L, end in consideration of the sum of $.....~..0..,..0P.... paid by LI SOUND OYSTER, LLC of ................. ~.~.~.~:.~..u..~.~ .............. ........ .................... N, Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town' Trustees authorizes and permits the following: Wetland Permit to reconstruct the existing decks attached to the dwelling, construct a~new entry and reconstruct the existing roof, and all as depicted on the survey prepared by John ~C. Ehlers last dated June 24, 2005. all in accordance with the deta~d specifications as presented in . the originating application. IN WITNESS WHEREOF, The said Board Of Trustees here- by ccuses ifs Corporate Seal to be afl?d, and these j~.resenfs fo be subscribed by ;a'majorlfy of the satd Board .as of th~s darn. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town tlall Annex 54375 Msin Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0402C Date February 9. 2009 THIS CERTIFIES that the new entry to the existing dwellimc dormer additions and roof reconstruction At 1240 Love Lane, Mattituck Suffolk County Tax Map #140-1-23. i. Conforms to the application for a Trustees Permit heretofore ~ed in this office Dated 3/8/05 pursuant to which Trustees Wetland Permit #6157 Dated 7/20/05... was issued and Amended on 10/19/05 ,and conforms to ali of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a new entry to the existing dwellino, dormer additions and roof reconstruction. The certificate is issued to LI SOUND OYSTER CO. LLC owner of the aforesaid property. Authorized Signature I!EC PERMIT NUMBER -4738-00869/00009 ACILITY/PROGRAM NUMBER(S) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION I EFFECTIVE DATE September 13, 2006 PERMIT P, T,ON DATE(S) Under the Environmental September 30, 2011 Conservation Law TYPE OF PERMIT · New [] Renewal [] Modification [] Permit to Construct [] Permit to Operate [] Article 15, Title 5: Protection of Waters [] Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transport [] Article 15, Title 15: Long Island Wells [] Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certifica- tion [] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation [] Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Management [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO Long Island Sound Oyster LLC TELEPHONE NUMBER (631) 369-2934 ADDRESS OF PERMI~I-EE C/O Tom Anderson, 781 Mill Road, Riverhead, NY 11901 CONTACT PERSON FOR PERMITTED WORK Land Use Ecological Services, Inc., P.O. Box 1060, Riverhead, NY 11901 TELEPHONE NUMBER (631)727-2400 NAME AND ADDRESS OF PROJECT/FACILITY 1240 Love Lane, Mattituck SCTM # 1000-140-1-23.1 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Mattituck Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Construct additions and alterations to existing dwelling, decks and roof. An existing 8' x 19' deck area and 14' x 14' deck area shall be removed. A 7' x 31' deck, 6' x 12' covered entrance and reconstructed roof with a dormer shall be constructed. All work must be done in accordance with the attached plans stamped NYSDEC approved on September 13, 2006. 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. Jl6h~ A/Wielahd (L,J~) I Region I Headquailrters, Bldg. #40, SUNY, Stony Brook, NY 11790-2356 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and/or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 4. All 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. 5. All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 6. 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. 7. Disturbance to natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 8. A row of staked haybales or other approved erosion control devices shall be placed at the landward edge of the buffer area or as per NYSDEC plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 9. Necessary erosion control measures e.g., staked haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed areas. 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. 10. Roof runoff shall be directed into dry wells a minimum of l 00 tinearfeetlandwardofthetidalwetland boundaryfor immediate on-site recharge. 11. Driveways and parking areas shall be constructed of NYSDEC approved pervious materials. 12. This permit does not authorize any alteration expansion, or replacement of existing septic systems. DEC PERMIT NUMBER 1-4738-00869/00009 PAGE 2 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE $), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS) 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. 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 craim or right to compensation shall accrue from any such damage. All necessary precautions shall be taken to preclude contamination of any wetla nd or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 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. There shall be no unreasonable interference with navigation by the work herein authorized. 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. 7. 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. 8. 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. 9. 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 survey was prepared by: John C. Ehlers last revised 3/16/06. DEC PERMIT NUMBER 1-4738-00869/00009 PAGE 3 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 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 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 Department 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 Facirities (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 Btdg #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 previsions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER 1-4738-00869/00009 IPAGE 4 OF4 APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Southold Town Hall 53095 Main Road ° P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 27, 2005 ZB File No. 5782 - Thomas Anderson Property Location: 1240 Love Lane, Mattituck; CTM 140-1-23.1 Zone District: Marine II. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the properly under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 33,806 sq. fl. parcel has 185.35 feet along the eastedy side of Love Lane and is improved with a single-story frame house and concrete-block garage as shown on the May 14, 2004 survey, amended June 24, 2005 by John C. Ehlers. BASIS OF APPLICATION: Building Department's August 25, 2005 Notice of Disapproval, citing Sections 100-242A and 100-244 in its denial of an application for a building permit to construct a proposed addition with alterations to the existing dwelling which is less than 50 feet from the rear lot line. The reason stated in the building Inspector's denial is that the proposed addition will constitute an increase in the degree of nonconformance when constructed at less than 50 feet from the rear property line. The deck area shown on the applicant's diagram is not requested by applicant under the August 25, 2005 Notice of Disapproval or part of this variance application; either a building permit for the deck, removal of the structure, or a separate review by the Building Inspector may apply (or Notice of Disapproval and variance submission). FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 20, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants wish to construct roof reconstruction with partial storage for attic storage over the existing first-story 40~(_4_.0~,x~2~'-) of the dwelling. Also shown on the June 24, 2005 site survey are a proposed 6' x 12' entry, plus steps, at the front of the dwelling, removal of a deck, a~existing deck to be recon~ Page 2 - October 27, 2005 ZB File Ret. 5782 - Thomas Anderson CTM 140-1-23.1 (The proposed new 14' x 24' deck area that is shown on the June 24, 2005 site survey was confirmed to the ZBA staff to be removed from their proposal, and there is not part of the building inspector's building permit disapproval, or this variance application.) REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. The proposed addition with alterations, which involves the replacement of an existing roof and adding an attic area for storage, will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The footprint will remain the same, and the house is more than 50+- feet from the nearest neighboring building to the east and more than 200+- feet from the neighboring building to the south. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The house has been in its present location for over 20 years, and it would not be reasonable to require its relocation to conform with the current setback requirements. 3. The variance granted herein is not substantial, as the footprint will not be changed. The addition will increase the degree of nonconformity with respect to the rear setback only, and to the extent that it increases the height of the roof ridge from 15 feet to 24.7 feet. 4. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 5. Grant of the requested relief is the minimum action necessary that will adequately enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Simon, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, as shown on the survey dated May 14, 2004, amended June 24, 2005, by John C. Ehlers, Land Surveyor, and 7/26/05 elevation diagrams prepared by Penny Lumber, subject to the following Condition: That dr/wells with a roof qutter system be maintained in qood condition at all times for containment of rainwater runoff. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members ~J~.va (Chairwoman), Goehringer, Dinizio, and Simon. (Member Orlando was absent.) This ResolutiOn ~_as_ d_u_~ly a~:~ote.~0).. Ruth D Oiivai'~Chairwoman- 10/28/05 Approved for Filing IRA HASPEL ARCHITECTs 59945 M~N RO,~D SOUTHOLD, NY 11971 PHONE: (631) 765-2075 F3,X: (631) 765-5715 P.e. March 23, 2007 Town of Southold Building Department P.O. Box 1179 Southold, New York 11971 AR27 Attn: Pat Conklin Re~ Renovation to Residence at 1240 Love Lane Mattituck, New York SCTM: 1000-140-1-23.1 Dear Pat, With regard to the above referenced dwelling I have the following information: 1. Cost of Improvements: Upon review of the project, materials bills and labor bills for this project and adding in additional miscellaneous costs I believe the cost of the proposed project to be approximately $33, 500.00. 2. Existing Deck: I have confirmed with the applicant that the deck in question (without permit) will be removed. 3. Basement: I have confirmed with the applicant that the existing part basement is to remain and no new basement will be added. No new foundation work will be done. If y, ~ ~ :tions, please call. ~'~OU. ~I September 19,2008 To the Southold Building Dept., I am requesting a 6 month extension for the building permit #32865 issued to Anderson on 3/30/07. This permit will expire on 9/30/08. Sincerely, Thomas K. Anderson P.O. Box 392 1240 Love Lane Mattituck, NY 11952 Andrew Stype Realty, Inc. 12985 MAIN ROAD, P.O. BOX 63, MA'I-I'ITUCK, NEW YORK 11952 (631) 298-8760 FAX (631) 298-5779 w. stype.com ,~ 2/27/07 Mr. Daniel Krekowski 1240 Love Lane Mattituck, NY 11952 Re:dwelling value Dear Mr. Krekowski: In accordance with your request I have prepared this restricted report of the value of your dwelling only at 1240 Love Lane, Mattituck, NY 11952. The ~trucfions are to indicate the market value of the subject dwelling only. The subject dwelling is a one story, ranch style home. The living area is 960 sq.'. The interior is in excellent condition. There are two bedrooms, one full bathroom, eat in kitchen, dining room and a living room. There is a pull down attic storage area and a 1/2 basement with 1/2 crawl space. The home is insulated and heated with oil hot water. The exterior is in need of painting and a new roof. The valuation is effective the inspection date of 2/26/07. Upon consideration for the cost approach the subject dwelling would indicate a fair market value of $177,993. round off to: ADS:tk $180,000. Market Value Subject Dwelling NYSREGA # 46000022831 William A. Totl~ Builder 425 Jacobs Lane Southold~ New York 11971 (516)807-8118 Fax(631)765 9508 PROPOSAL March 10, 2007 A~derson Fisheries 1240 Love Lane Mattituck, New York RE: New Roof For the sum of $8,500.00, the following labor will be provided: 1. Remove existing roof materials and framing and remove waste from the premises. 2. Shingle roof and sidewall complete as per the plans. YOWi~ CLERK' OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2] new forms to be used under tkte Flood Damage Prevent regulations o~ the Code of the Town of Southold: "Floodplain Oe~,elopmen?/ / Permit ..f<,pplicaHon" [FOP(*]])]. and /,"Certificate O( Compliance ~fr' C)eveJ~,'~mel~L in Special Flood Hazard Area [C/C(93)]. B~G. OE~r ~ Southold Town Clerk August 2~, 1993 TOWN OF SOUTHOLD APPLICATION PAGE I o1' 4 FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTI01q 1: GENERAL PROVISIONS (API'LICMTF to rcad~ and ~n_]: I.. Fie work may start until a permit ia bsued. 2. T~e permit may ~ revok~ ~ ~r f~c stalemcn~ ~e made hcreb_ 3. If rc~k~ · work m~t ~¢ ~t~ pcmit ~ re-~ucd. 4. Development ~hffi not ~ ~ed or ~picd untB a Ccrt~tc o{ ~mp~ ~ ~ued. 5. Thc p~mi{ ~ c~k= ff bo work b commenced 6. App~t ~ h=rcby ~o~ed thai ~ther pe~iu may be tcq~ed to ~ Io~, state ~d federal re~lsioq t~uk~mco~. 7. App~t h~r ~ ~ to the B. k ~E ~PLI~, ~R~ ~T ~L STA~ HEREIH ~ ~ A~AC~ TO _ ~IS ~PU~O~ ~ TO ~E B~T OF MY ~O~DG~ ~UE ~ ACCU~ ,, / / NAME ADDRESS TELEPHONI~ A-P P LICAI'~ BUILDER [~ ~,O JECT LOCATION: To amid delay ia pmct~bg thc ~ppU~do~ picot pro~dc caou~ ~omatiou to ~y ideut~ thc projec{ I~adom Pro~d¢ ~ ~eet addt~ lot numar or le~ d~ption (aHab) ~d, ou~Jdc ~ ~, lhe dbt~ to~cn~t ~t~sedbgroador~H-~o~k Askctc~ atta~cdlo~ apportion sho~g thc projea I~fionwo~dbehdpM. FDP(93) DESCRIPTION OF WORK (Check ~ll apptlcablc boxes): A STg~CTFUR.a~L DEVELOPMEFFF A2PLICATION ~ PAGE 2 OF a ~qTRUCTU RE ~YPE CI Residential (14 F~mfly) 0 Residential (More than 4 Family) Non-residential (Floodproo£mg? [3 Yes) [] Combined Use (Residential & CommcrciaJ) Iq ManufactUred (Mobile) Home (la M~u- factured Home Pa~k? [] Yes) EST[NL~TED COST OF PROJECT B. OTHER DEVELOPMEIqT ACTIVITIES: lq Fdl 0 Mh~g lq Drilling lq Grading O Excara{ion (Except for StruclUral Development Checked Above) -- - 12l Watercourse Alteration (Including Drcdglng and Chan~el Modifications) [3 Drainage Improvements (Including Culvert Work) ?. 0 Roa?q Street or Bridge Con~trudioo 0 Su,F.~.'vision (New or Expaasloo) [] Iv~iividuat Water or Sewer System Ci Other (Please Specify) ,adter completing SEGHON Z, /kPPLICANT should submll form to Loom Administrator for rd,,4cxv. ~qECTIOH 3: FLOODPLAIN DETERMIH/kT1OR fTo be completed by LOCAL ADI',IIHISTRATOR) Thc proposed development Ls Joc-nted an FERM Panel No.__ ~ Dated_ The Proposed Development: [] Tts NOT Ioca{ed ha a Special Hood Hazard A~ea (Notify thc applicant that thc application re'clew is complete and NO FLOODPLAIN DEVELOPMENT PERJx.4yT IS REQUIRED). located in a Spatial Flood Hazard Azca FfRM ~nc deMgnadon Ls 100-Ycax flood elevation at thc si-~c i~: Ft. NGVD (MSL) O UaavaJlablc Thc proposed development is Ioc~atcd in a floodway. FBFM P~cl Ho Dated SIGhtED DATE AJ:PLICATION ~ PAGE 3 OF 4 SECT 0N 4.... ADDITIQLNAL INFOR/vlATION REOU1RED [To hc c~d by b C~ ADFdliNISTRATORJ Thc applicant must submit thc documents checke, d below be[ore tlic. application ca~ be. processed: A site plan showing thc Iocatioo of all cxistlng strnattrci, water bodica, adjacent roads, lot dimensions and proposed development. Development plans, ch-awn to scale, and spcdflcadOns, including where applicable: details for anchoring structures, proposed elevation of lowest floor (bduding b~¢meot), type. s of water ceslsta~t materials used below thc Ftrst floor, details of floodproo£mg of utilities located below the, fLrst floor and detltils of enclosures below the: First floor. A. Lso~ Subdivision or other development plans (If thc subdivblon or other development ¢:xcocd$ 50 lots or 5 acres, whiche,ver is the, lesser, the appllcam ~ust pro'fide tOO-year flood clevatiob, s if they ~rc not otherwise available). · ' o and/.or lam:ffonn alters*items. Plato showing the, extent of watercourse, re,Iota, tie Top of ne`w Fdl tie,ration Ft. NGVD (MSL)- Hoodproo£mg pcotectiou Iovel (non-residential only) FCHG'VD (MSL). For floodproofed structurez,?'~pplicaat musl attach certification [rom r~glste`re,d no,ne,et or arckitea, f anita{ in a regulatory floodway Certification from a'reg:zstercd engineer that the proposed will not result in ~ increase in the height of thc 100-year flood. A copy of ail data and cMculadons suppoabag tt~ finding must aJso bc submitted. U] Other SECTIOH 5: PERMIT DETERMItq~TION rTe be- comptctcd by LCL',~AL AD~INIb~TRATQR} [ have determined that the proposed activity;. A. B. CI Is not in conformance with provkions of Local Law ff , Lq' . Thc permit is L~ued subject to the conditions attached to and made paxt of thix permit. SION'ED If B~B~)~hccked, ibc Local AdmioSstrator may bsuc a Development Permil upoo paymegl of designated I~ BQ× B j~ checked, ibc Local Administrator wUI provide ~ wriltco summa*'-y of deficiencies. Applicant may revise anti resubmil an appLication Io thc Local Administralor or may requesl a bearing from the Boasd of Appeals APPLICATION PAGE ~i OF 4 APPEA2~: Appealed to Bo~d o(Appeals? O Yc~. [3 No He~i.~g date: Appeals B u ~ d-t~.b;,.,u Cond-itio~ SE(~TI'ION 6: ,kS-D[JILT ELgYATION$ fTo bc submitted by APPLIC~ before Cert~lc of ~c [oUo~g ~o~ado~ m~t bc prodded /or projcc~ st~ct~. rc~stcrcd prof~ioq~ ca~cer or a rice.cd I~d s~¢yot (or =tta~ · ~r~Gon to t~ app~6on). Complete I or 2 below. Actu~ (~-Bu~t) ~=~6oa of ~ top o~ ~c lower fl~t, bdu~& b~emcat ~q ~af[al Hi=h ~a~'rd ~eaf, ~ttom o~ Iow~( s~d member of the Iow~t fl~r, ~du~g N : ~y wor~ pcr[ormcd pdor to submicc~,0( ~c above ~o~atioa b at thc rbk,Of ~c ~t. / / ~E~ION 7: COMPL~NCE A~QN ~o bc completed by ~C~ ADMINIST~TOR~ The LO~ ~MIHI~ATOR ~ complete t~ se~ion ~ app~mble b~cd emur¢ comph~ ruth ~e mmmuN~s I~ law for flood d~ prevention. INSPE~ONS: DA~ BY DEHC~N~? ~ ~ ~ NO DA~ BY DEHCIENC~? ~ ~ ~ NO DA~ BY DE~C~N~7 ~ ~ ~ NO ~.E(~7FIOjq 8: CERTIFICATE OF COMPLIANCECTo be com'oleted by LOCAL ADI"d'INI~gI'RATQR~I Certificate o[ Compliax~ce ixxued: DATE: BY: Attackment B ..... =~o~E ~F COMPLIANCE for Developmen~ in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HA2LMED AREA -(OgqNE.,,_B. MIJ~TI41S CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OVYbIERS MAIYIE AND ADDRESS; CHECK ONE: [] NEW BUILDING [] EXISTING' BU[LDIIqG [] VACANT LAND / / l/ THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLL, M'qCE IS HEREBY CERTIFIED WITH 'DIE REQUIKEMENT$ OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #__, 19~_, AS MODIFIED BY VARIANCE #. , DATED SIGNED: DATED: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York ! 1971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 4, 2009 LI Sound Oyster LLC 781 Mill Road Riverhead, NY 11901 RE: 1240 Love Lane, Mattituck TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ~ A fee of $ 5.0 .... 0-- - Final Health Department approval. Plumbers solder certificate (all permits involving plumbi~/84.) ~,/ Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire Inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. Building Permit: 32865-Z Quote #: 000866 Print Date: Andersen Windows - Abbreviated Quote Report Project Name: Anderson Fisheries 03/07/2007 Quote Date: 03/07/2007 iQ Version: iq7.0 Page 1Of 2 Dealer: RIVERHEAD BUILDING SUPPLY 74500 ROUTE 25 GREENPORT, NEW YORK 11944 1 800 378 3650 Sales Rep: CHARLIE NICK Customer: Billing Address: Phone: Contact: Fax: Item Qty Item Size (Operation) Location Unit Price Ext. Price 0001 2 CX135-CX135-CX135 (L-L-L) $ 970.01 $ 1940.02 ROSize=7'lll/4"Wx3'53/8"H UnitSize=7'103/4"Wx3'4~13/16"H Composite Unit, White/Clear Pine, High Performance Low-E4 Glass,Removable Interior Gdlle, Mulling Location: Dealer, Mull Type: Narrow Murl, Mull Priority: Vertical Grille, Interior, Removable, White/Maple, Tall Fractional, 3 lites, 3/4", Roman Ogee Insect Screen, White Hardware Pack, PSC, Andersen Classic Sedes - White 0002 4 'nN2446 (AA) RO Size = 2' 6 118" W x 4' 8 7/8" H Unit Size = 2' 5 5/8" W x 4' 8 7/8" H Unit, Equal Sash, White/Clear Pine, High Performance Low-E4 Glass (Each Sash) Grille, Equal Sash, Vertical Bar, Interior, Removable, White/Maple, 3/4", Roman Ogee Insect Screen, White $ 306.99 $ 1227.96 2 3 0003 2 TW2042-'FW2862-TW2042 (AA-AA-AA) $ 983.62 $ ROSize=7'15/8"WxS'4718"H UnitSize=7'll18"Wx5'47/8"H Composite Unit, White/Clear Pine, High Performance Low-E4 Top/Bottom*High Performance Low-E4 Top/Bottom*High Performance Low-E4 Top/Bottom Glass, Removable Interior Grille Top/Bottom*Removable Interior Grille Top/Bottom*Removable Interior Grille Top/Bottom, Mulling Location: Dealer, Mull Type: Narrow Mull, Mull Priority: Vertical Grille, Equal Sash, Vertical Bar, Interior, Removable, White/Maple, 3/4", Roman Ogee Insect Screen, White Insect Screen, White * High Performance Low-E4 glass will be available as a running change on Andersen Architectural Specialty Windows. See order acknowledgement to verify glass type. * Andersen Windows - Abbreviated Quote Report Project Name: Anderson Fisheries 03~07~2007 Quote Date: 03/07/2007 iQ Version: iq7.0 Page L ............ i Quote #: 000866 Pdnt Date: 2 Of Dealer: RIVERHEAD BUILDING SUPPLY Customer: 74500 ROUTE 25 Billing GREENPORT, NEW YORK 11944 Address: 1 800 378 3650 Phone: Fax: Sales Rep: CHARL E NICK Contact: Item Qty Item Size (Operation) Location Unit Price Ext. Price Subtotal ~$ 5,135.22I Total Load Factor Tax (0.000%) Customer Signature I 3.350 J Grand Total I$ 5,135.221 Dealer Signature ** All graphics viewed from the exterior Project Comments: IPdcing based on Andersen factory order. 4 week lead time required. Order may not be changed or cancelled. * High Perl=ormance Low-E4 glass will be available as a running change on Andersen Architectural Specialty Windows. See order acknowledgement to verify glass type. * 5UR//E'¢ O!= PROPERTY 51TUATE-' HATTITUOK TO~N-. 50UTHOLP SUfFOlK OOUNT~, N~ 5URV'EYED 0.5-14-2004 TOPO ADDED PROPO.%E~ AE. TION~ 0~-01-2005 REVISED 03-11-2005, 06-01-2005, 06-24-2005 SUFFOLK COUNTY TAX 1000-140-1-2~.1 Company of New Yo~k Fust Pioneer Farm C~gd~t, ACA 4.o NOTES: h4ONUf'4ENT FOUND AR. EA ~F:Ak'4A~D OF PINNED HAYE~ALE LINE TO BE BUFFER AREA (AR. EA OF NON E)I~TURE~ANGEJ TIE)AL INETLAND5 LINE 15 5¥NON¥1~IOUS PIITH THE A.H.l~.ivl. A5 OBSERYED [31' LAND USE ECOLOGICAL 5ERVIC, ES, lNG. ON ELEVATION5 REFERENOE N~VD'2q. SEPTIC, AND I'~IELL LOC, ATION5 A5 PER O~NEF~, ~RAPHIC, SC-ALE I"= 40' ,< /~EXISTIN~ ~EOK, TO ,) TABLE OF At~.EA5 EXISTIN~ C, OVEF~k®E~ 6oro~e 54q 5~ 1.6~ Concrete 1,444 5F 4.~% Peck ~4~ ~ 1.0~ TOTAL ~18 ~ q.¢% JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\kHp servcr~dXPROS\04-199.pro SUP. VET' 0t= PP-.OPEt .-I-'f SITUATE.. HATTITUOK TOHN-- 5<2UTHOLD 5,UFFOLK COUNT~, NY SURVE'r'ED O5-14-2OO4 TORO .ADDED 12-2~-2004 PROPOSED ACTIONS 0~-01-2005 REVI..e, EP O3-11-2OO5, O~-OI-2OO5, 0~-24-2005, Oq-16-2OO5, 0q-20-2005 12-2q-2005, O2-18-2OO6, 05-16-2006 SUFFOLK C, OUNI'¥ TAX # 1000-140-1-2;~.1 ~n, yoneerOf New Yoflt F~ Cred~ ACA NOTES= MONUI'4ENT FO01,1D EXISTIN~ SEPTIC 5HOHN AS LOCATED t15"¢ EN®INEER MICHAEL NAPES P.E. LIC. # -10501 ARtEA SEAINA~PJ2 OF PINNED HAYBALE LINE TO BE EK)FFER AREA (AREA OF NON PlSTURESANCEJ TIDAL HETLANPS LINE 15 SYNONYMOUS INITH THE A.H.H.I~. A5 OBSERVED BY LAND t)~E EOOLO(~ICAL SER¥1CE~, INC. ON 8-29-04 ELEVATIONS ~.EFEi~.ENCE N®VD'2q. SEPTIC. AND HELL LOCATIONS AS PER OtNNER AREA = ~B~8 5F OR O.~B AC~~ PROPER~ LIE5 IN FEHA FLOOD~E AE Il/ ~TIN® OEC, F-. TO /'( TO P-.EMOVE~ ./ N RECONST~-.UC, TION ] ~o ~ TABLE OF AREA5 EXI~TIN~ COVERA~ ¢oroge 54q ~F 1.6% C<~-~;re~.e 1,444 si TOTAL ~,16 eF ~.~,~ JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqserver\pros\04\04-199.pro RIVERHEAD 3/ 1/07 · BUILDING SUPPLY '- ReceNed Items Below in Go~ Cond#lor~ Build Smarter. Build Betterr 0 3 0 7 0 7 Authortzed S,~gnature . ~, [,~UOTE * * QUOTE * * ~UOTE * * ~UOTE * * QUOTE * * 9UOTE ~IdTo:~ND~;RSDN FISHERIES INC ShipTo: 1240 LOVE LANE ~ 781 MILL RO~D MATTITUCK NY llqS'~._~ 0 R.~UERHEAD NY 11901- 14~ ~8~000 3/07/07 ~7388/00 ~UOTE :t..' ;:~2 ;.~ 2!11Ti)I56024 11-7/8 X 24 TJI 560 I-JOIST 71,79 2 ~ oq7,..., 28 o~ 32 :~ 25~208CD 4XSX1/2 C. DX 4/5 FLY FIR FLY~OOD t7 ..... ~ .._3 28 ~"~ 12 :h ~ '5 28 5 .72 8~0~_ FL4()0 CONST hDHESIVE OZ. 4~31 _1 Adbesive~ Flammable LiE. UNt133 DOT Class 3 Backing S~oup III 3 3 ~h 012X04X08 2X4X8 S4S DOUG FIR CONST 2.89 8.67 8 8 :h 012X10X12 2X10X12 ~4~ DOUG FIR CONST 1~.75 94.00 .5 26 26 :A 012Xt0X16 2X10Xt6 S4S DOUffl FIR CONST 15.79 410 _4 22 22 :h 012X08XJ8 2X8X18 S4S DOUG FIR CONST 14.35 315.70 33 33 ~A 012~10X20 2X10X20 S4S DOU~ FIR ~.OI~T ~9.79 6_3 07 :'~ 3 ',h 012X04X14 ~X4X14 ~4~ DOUG FI~ CONST 5.17 15..,1 6 e; lA 2114NL14 1-3/4 X 14 X 14 ['IICROIJ_,~M 75.E9 452.94 Sub Tot~ ~s T~ ........... ** CONTINUED *~ SEE TERMS ON REVERSE SIDE FOR "DOT" EMERGENCY CALL 631-~[;'J'-3650 ~ . RIVERHEAD BUILDING SUPPLY Build Smarter. Build Betterr PRIC. H~ H',XP G 7 ~:{ :] :ii 030707 * QUOTE Sold To: ANDERSON FISHERIES 781 MII, L ROAD Authorized Signature QUOTE * * QUOTE * * QUOTE * * ~UOTE * * QUOTE ShipTo: 1.240 LOVE LANE MATTITUCK NY t. 1952 KIV,.,kHH, AD NY 11901 149982000 3/07/07 S7388/00 DUOTE 2 C. opy of TJM design specifiers 2 2 :A 01.~?~i~2X14 2X12X14 S4S DOUG FIR CONST 18.47 36.94 33 33 '.A 012X04X10 2X4X10 S4S DOUG FIR CONST 3.69 121.77 56 56 ',A 012X06X08PC 2X6X92-5/8 DOUG FIR CONST PC 4.39 245.84 42 42 :A 012X06X14 2X6X14 S4S DOUG FIR CONST 7.97 334.74 15 15 :A 012X08X10 2:XOX10 S4S DOUG FIR C:ONST 7.97 119.55 4 4 ',A 2109~I, 20 ~-3/4 X 9-1/2 X 20 ~ICROLI, AM 71.19 284.76 Copy of T~}~ design specifiers 57 57 :A 953408CD 4XSX3/4 CD FIR P LY~OOI) 25.99 5 5 ',A 3032 ROLL ],5~ 432 SFT FELT 16.99 8~.95 32 32 :A 251208CD 4XSXl/2 CDX 4/5 PLY FIR PLYWOOD 17.29 553.28 ~ t ',A 391].6 ROLL 9' X 150' TYVEK 162.97 162.97 Sub To~ ~ T~ ** CONTINUED SEE TERMS ON REVERSE SIDE FOR "DOT" EMERGENCY CALL 631-727-3650 · 1-800-378-3650 www.rbscorp.com · TERMS and CONDITIONS of SALE GENERAL iNFORMATION Material distributed by Riverhead Building Supply Corporation (P, BSC) is ,~f good quality and workmanship, free from defects which render it unserviceable for the use for which it was manufactured The high quality' ct our products is safeguarded while in our possession. Our products must be giver/the same careful treatment by others They must be properly handled and protected at all times, We will not be responsibl(, for defects resulting from neglect of these precautions RETURNED MATERIAL STOCK MERCHANDISE - Return of stock merchandise wi!l be accepted with appropriate invoice number provided merchanOise is in original cartons, in good condition, and includes all packing instruchon/mater,al, if an? RESTOCKING AND HANDLING CHARGE - ~*11 returns are subject to a t5% restocking and handring charge based upon full order price. SPECIAL ITEMS - Returns of special ire,ms must have pnor approvat by RBSC and subject to conditions of the respective vendors. Any costs incurred will therein be the responsibility of the customer CLAIMS No claims for shortages, damage or erro, in shipment will be allowed unles~ ~eported within 5 days after receipt of goods, No claims for service work pedorrr,ed by others wiII be al!owed unless specd~cal!y authorized by us in advance DAMAGED MATERIAL It is the responsibility of the customer to inspect all merchandise for possible damage at time of delivery and/or pickup RBSC will not assume responsibility for d~mage unless properly noted on delivery receipt TERMS OF SALE · Invoice amount due must be received by Riverhead Building Supply Corp no later than the 25th day of the month following the purchase. Credit Cards will not be accepted as payment towards account balchces · LATE CHARGE A one and one-half percent (1-1/2%) monthly late charge wilf be cha~qed on all past due account balances. PRICES ON QUOTES WILL EXPIRE 14 DAYS FROM ORDER DATE · · RIVERHEAD BUILDING SUPPLY Build Smlrtsr. Build Better: FRIt. E~ B[K~P 3//2]./07 Received Item~ SelcM in 60~Xl Condl(Ion ~7388 030707 Aut~m~S~aum * QUOTE * * OUOTE * * ~UOTE * 4 ~UOTK * 4 ~UOTE * 4 ~Id~:ANDERSON FISMERIES !NC Ship~: t240 LOVE LANE 78~ MILL ROAD MATTITUCK NY 11952 RIUH;ED]EAD NY 1.1901- 149982000 3/07/07 F7388/00 DUOTE 3 10 10 iA 3344 COR-A-VENT 48" V400 CORE VENT 12.49 124.90 2 2 iA 3345 COR-A"-UENT BiND CAPS F~IR 2.45 4.90 17 17 :A 121X08X16FJ 1~8X16 ~INDSOR PRIMED PINE 30.69 521.73 7 7 :A 121X04X16FJ ]X4X16 ~INDSOR FRIHED PINE 14.79 103.53 7 7 iA 1254X04X16FJC 5/4~]4X16 ~IND$OR PR EXT CS~ 27.99 195.93 55 55 DL 305~RB TAMK[) HERITAGE 30YR RUSTIC BI.A 17.99 989.45 3 3 iA 3049991 TAMKO SHINGLE STARTER STRIP 17.99 53.97 5 5 :A 31UAL 10" X 8' ALUM VALLEY FLASHING 14.19 70~95 5 5 iA 3108~ 10' DRIP CAP 1-1/4X1-1/4 DC1 ~H 3.17 15.85 1~ 19 iA 3151 10' ~-1/2" ROOF ED~E E3 - WET 3.49 66.31 1~ !1 A 31531~ 10' F5 DRIP EDGE ~HITE 5.19 57.09 1 1 :A 95 S400 (]OR-A-VENT ALI, O~ANCE 60.00 60.00 Sub~t~ 8aJeoT~ 4. CONTINUED 44 SEE TERMS ON REVERSE SIDE FOR "DOT" EMERGENCY CALL 631-727-3660 1-800..378-365G www.rbscorp.com · TERMS and CONDmONS of SALE GENERAL INFORMATION Material distribute.~ by Riverhead [3uildir~g Supply Corpolation {R~SC) is of good quaiity and workmanship, free from defects which render it · unserviceable for the use for which it was manufactured The high quallt~ of our products is safeguarded while in our possession. Our products must , be givert the same careful treatment by others Tdey must be propedy handled ~nd protected at all times. We w:,ll not be responsible for defects · resulting frocn negtect of these 2recautions RETURNED MATERIAL STOCK ME,RCHANDIS~: - Return of gtncK m~,rcha*~a~se w~.l b,~ ccc'opted with appropr,at~ invoice number provided merchandise is in original ca,tons, in grod conditio% and includes all oacking instruchon/r,'qatel,a! if any RESTOCKING AND HAND[ lNG CHAliCE - All r6tur ;s are subject to a 15% rostosk~t'g and han,'ifir~g charge based L;por, ¢'¢' ordel prira SPECIAL ITEMS - Reh;r:~a o¢ m)e(:al i[e;ns rndst ha',e pr;c, app,'cva' Dy RBS£ ~.r(, subject to conditions cf the resp.~r.tive ,,endors /~ny costs incurred wilt therein be the responsibility of the customer CLAIMS No claim~ for shn,*ta:je~ damage or erlor in shipme~;~ wil! be allowed unless reposed within 5 daye after receipt of goods~ ,'~c. claim~ tot ;~e:'~,i,.;a work performed by others w;il be :all~.wed unless s~.ecifrc:~ily authorized by us in advance. DAMAGE[') MATERIAL !~ is the responsibility of the cust~ met to inspect a I merchandise for possible dan'lag~ at time of delivery and/or pickup. RBSC will not assume responsibility for damage unless properly noted or, delivery receipt TERMS OF SA[ E · Invoice amount due must be received by Riverhead Building Supply Corp no !ater than the 25th day of the month following the purchase Credit cards will not be accepted a~ payment towards account balar,ces · LA~FE CHARGE A one and one-half percent (1-112%) monthly late cha~ge wil! be cha~ged on a~t past due account balances. PRICES ON QUOTES W!LL EXPIRE 14 DAYS FROM ORDER DATE RIVERHEAD BUILDING SUPPLY Build Smarter. Build 8utter: D~N PRICES EXP 3/21/07 R.~.N.~ I~. S.~, I, e~ Co.d~o, G 7:3 :[! 8 0 :] 0 ? 0 7 Aut~m.ze~ Signature * ~UOTE * * ~UOTE * * ~UOTE * * OUOTE * * OUOTE * * ~IdTo:~NDERS[]N ~I~HER. IE~. INC ShlpTo: 1240 LOVE LANE 781 MILL ROAD MATTITUCK NY 11952 RfV'ERHEAD NY I1901- 149982000 3/07/07 S7388/00 ~UOTE 4 4] ~1 DL 200> 1~" % 1 P~;RF RED ~HINGLE 60.97 2~499.77 10 10 :h 251.208AC 6XSX1/2 AC/ FTS PLYWOOD 21.29 212.90 10 10 iA 012X04X08 2X4X8 S4S DOUG FIR CONST 2~89 28.90 6 6 :A 012X04X10 2X4Xt0 S4S DOUG FIR C:ONST 3.69 22.14 60 60 A 40239A R8 EXTENDED RAFTER TIE SR .59 35.40 2 2 A 4023552 CS20 (:'.III1, STRAP CONN 250' ROLL 97.59 195.!8 40 40 A 40236 H2,,5 RAFTER TIE - RT7 .39 15.60 1 1 [ h 95 HARI)~ARE ALLOWANCE 200.00 1 ~ 200.00 Sub Total _e~h. Tax '1 ............. 14,753.44 14,753.44 SEE TERMS ON REVt:H~t:: SIDE FOR "DOT" EMERGENCY CALL 631-727-3650 II , ~ I I I ~ : , , I, I II ~ ~i I i II I~1 ~ I ,I !I ,~ IIII I1 II ~11 II ~ ~ ~ ~ ~ i,~l~ ~ II I~ I I II III II ~ ~ I , IIII I1~ I~~ III II ~,, ~ ~ ~ , i, ~I I I ' I I I I OCCUPANCY -- - --- ~W OF OCCUPANCY ~ ~ $ I1'11 II ,,i ~NI N ~ I ~ (')1 K~ATE. NOT RESPONSIB~ U~DE~ ff~R~R3FiCA~ IGHT IDE ELEVATION ~oo~ zo~_a~f COMPLY WITH C~-' ~TER"46"' FLOOD DAMAG' EVENT'ION SOUTHOLD 1' .'~ CODE. REAP-,. ELEVATION 0 ' ~CALE: I/4" = I '-0" FOUNDATION PLAN SCALE: I/4"= I'-O" 0 Ct) 5hlED DOP-,.M ER @ UNIFINIShlED UNhlEATED Ag'TiC: ,~ .,..,.¢, (2) 1 3/4" .~ 14" LVL RIDGE R. OOF PLAN ,40' ~CALE: I/4"= I'-0" ]]] PR. OVIDE U~P fi-.,5 I G-R. 2 I CONNECTOR. (2) ~ 3/4"X 14" LVL~IDG~ 2-2" X G" TOP F~TE ~ % 2 X I 2 RIDGE %/ ~ ASPHALT ~HINGLE5 ~2 PLY-WOOD ~HEATHING I 2-2" I,, },. i. ~! I L I I ~, ~I~ITING 3-2" X I 0" GIRDEA , , i G~NERAL CONSTRUCTION NOTES 1. The information on this set of construction documents is to relate basic design mt-eof and framing details. They are intended as a consfrucben aid, not a substitute for generally accepted good butifflng practice and compliance with current New York state budding codes. The general contractor is respens~bfe for providing standard construction details and procedures to ensure a professionally finished, structurally sound, and weatherproof completed product. 2. Genera[ Contractor fe coordinate all sub contractors, scheduling of work, and interaction bet'~een trades. 3~ The genera~ contractor is responsible for ensudng that all work and construction meets or exceeds current federal, state, and local codes, orfflnances and regulations, etc. These codes are to be considered as par[ of the specifications for this buddthg and should be adhered to even if they are in vanance with the plan. 4, Dimensions shall take precedent over scale drawings (do not scale drawings) 5 The designer has not been engaged for construcbon supervision and assumes no responsibiffly for construction coordinabng wiffl these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in conne~on with the work. There are no warranties for a specific use expressed or implied in the use of these plans. B, Refer to floor plans, exterior elevations, and window schedule for types and s~zes of windows All widows to be Andersen high per[ormance quality or approved equal 7. Door and w~ndow headers to align unless otherwme noted E. Genera[ contractor is to ensure that masonry and prefabricated fireplace construction meets or exceeds all manufacturer's specifications and applicable codes 9. General contractor to consug and coordinate with the owner and the plans for all buiit in ~tems such as bookcases, shelving, pantry, cfesets~ etc. 10. Provide hardwired smoke detectors, wdh battery backup, on all floors and in each bedroom, verify with local code requirements as per Section R317, New York S~te Residential Construction Code install carbon monoxide detectors as per code GENERAL FOUNDATION NOTES 1. General contractor to review pfens, efevations, and details to detem3me intended heights of finished floor(s) above typical grade. 2. All footings to rest on undisturbed soil 3. Provide 1&" expansion joint material between all concrete slabs and abutting concrete or masonry walls occurring in extetior or unheated interior areas. 4. Concrete on 4" sand or gravel till minimum, with Sx6-1gl 10 wire mesh mmforcing Interior slabs to be placed on 6 mi[ stabilized pctyethylene vapor bantar. 5. provide crawl space venti~,bon per local code requirements. 6. General contractor to install cop-r4ex (or copper) sheet metal tenmde shields between all wood surfaces that are exposed to concrete or masonry surfaces. 7 Dampproof exterior of foundation with a bituminous coating as per code and soil conditions. GENERAL FLOOR pLAN NOTES 1. Dimensions shall take precedent over scale drawings (do not scale drawings). 2. All interior wails to be covered with %" gypsum board with metal comer reinforcing Tape, float, and sand (3 coots), 3 Walls common to garage and house to have a iayer of 518", 6re rated gypsum hoard at garage side with 5'-0" return on adjacent walls and ceiling. Manufactured lumber requires 2 layers of 518", fire rated gypsum board. 4. All bath and toilet area walls and cedings adjacent to wet areas to have water resistant gypsum board, or wall hie set on wonderbeard or equal 3ESIGN LOAD CALCULATIONS ~INIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsft EXTERIOR BALCONIES i 60 DECKS I 40 ATTICS WITHOUT STORAGE 30 ATTICS WITH STORAGE 40 ROOMS OTHER THAN SLEEPING ROOMS) 40 SLEEPING ROOMS 30 RITERIA FOR CALCULATION OF DEAD LOAD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A ARCHITECTURAL GRAPHIC STANDARDS I SNOW ..~ROUND SNOW LOAD SEISMIC DESIGN CATEGORY WIND SPEED EXPOSURE CATEGORY NIND 5 lbs. GENERAL FRAMING NOTES 1. All wails, 2x4 and 2x6, to be stud grade or better 16" o/c. All other framing material to be #2 douglas tlr or better. 2. All wood framing in contact with concrete or masonry to be pressure treated. 3 Provide double floor joists under all walls parallel to floor jo~st span direction unless otherwise specified. 4. Provide x-bramng or solid bfecking at a maximum of 8'-fi' o/c for all dimensional iumber floor joists. 5 Floor construc~on: %" tongue and groove plywood subfloor. Finished matadal to be applied over subfloor. Glue and screw plywood deckmg to floor joists. 6. Ail window and door headers to be minimum (2) 2xi0 unless othenvise specitied, All intedor headers to be (2) 2x10 unless otherwise specified. 7. Provide foil solid blocking under all beadng walls. 8. All beams to have adequate beanng at each end or as specified, 9, All flush beam and joist intersections to have galvanized hangers. 10 Typical exterior walls and rcof to be sheathed with %" exterior grade plywood or 7/16" OSB plywood, group 1, APA rated. Plywood to span over all plates and headers. 11 Provide insulation baffles at eave vents between ratters. 12 Exterior flashing to be correctly ~nstalfed at ali connections between roofs, walls, chimneys, pmjectmns~ and penetret~ons as required by approved construction practices 13. General conttacfer to provide adequate afflc ventilation and roof vents 14 Provide appropriate soffit ventilation at overhangs GENERAL PLUMBING NOTES 1. Plumbing subcontractor to be responsfflle for adhering to all apphcable code and safety requirements. 2. If wall plates or joists are cut during the mstallabon of plumbmg fixtures or equipment provide bracmg to tie Earning back together GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor is responsible for adhenng to aN applicable codes and safety requirements. 2 HVAC subcontractor to ftaly coordinate all system data and requirements with the equipment supplier 3. HVAC subcontractor to provide final system layout drawing and submit it to general contractor, owner, and equipment suppher for tinal review and approval. NEW CODE GENERAL WiND PROTECTION CONNECTION NOTES Adapted from Standard for Hurocane Resmtant Res~denflal Construction; SSTD 10-99 and 1995 SBC H~gh Wind Eddlon Wood Frame Construction Fasteners and Connectors for Wood Frame Construction I A conhnuous Ifad path between footings, foundations walls, floors, studs and roof framing shall tie provided. 2. Approved connectors, anchors and other fastening devices not included ~n the Standard Building Code, Table 2306 1 shall be installed in accordance with manufacferefis recommendations 3. Metal plates, connectors, screws, boils, and nails exposed fflrectly to the weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. 4 Where windows and doors interrupt wood structural panel sheathing and siding, framing anchors or connectors shall be provided at the top and bottom of cr pp · studs, header studs, and at least one stud at each side of opening, 5. R~dge straps shall be attached to each pa~r of opposing ratters except where collar ties of lx6 or 2x4 lumber is located in upper third of agic space and attach to each pair of ratters. 6. Uplffl connectors shall be provided at each rafter bearing, 7. Floor to floor hctd-downs to be provided every 48, and every 16" wdhin 4' of extenor omers, . Sill Plate to Foundation Anchorage: S~ll plate shall be anchored to the foundation with anchor bolts having a mia bolt d~ameter of 5/8" and 3" x 3" x 1/8" washem. A minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of each plate. Anchor bolfe shali have a minimum embedment of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located within 12 inches of comers and at spacing not exceeding 4 feet on center. THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS, GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WiTH YOUR NAILING SCHEDULE JOINT OESC RIPTION NAIL QUALITY NAIL SPACING ROOF FRAI~ lNG RAFTER TO TOP PLATE TOE NAILED B'-O" WALL 3-BU PER RAFTER th JClllCN lVW UN. SPAQN:31 ' O'C 12 3] 2~ 3:1L 5 8 11 4'12 4 6 1' 5:12 7:12 912 '12:1~ TABLE 33.4 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRGC~ION MANUAL RAFTER S~PACING 16" OIC 12{) mph F,ASTEST WINDSPEED ROOF: ROOF NUMBER PITCHI SPAN (ft) OF NAILS 2{) 4 24 5 32 7 36 7 2O 4 24 28 32 36 1{) 24 28 32 36 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NEA3~ERING SEVERE =ROST LINE DEP3~t '3'~" [ERMI~ VlODERATE TO HEAVY 3ECAY SLIGHT TO MODERATE ~VlNTER DESIGN 3~MP. ICE SHIELD UNDER- ~.S PER MANUFAC~JRER'S LAYMENT REQUIRED SPECIFICATIONS / STATE CODE FLOOD HAZARDS O n Z o STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION WINDOW AND DOOR SCHEDULE MULTIPLE SECTION ASSEMBLY: 114" THICK BOLTS @ 2' DC SHUTTER ASSEMBLY FOR PANEL SPANS: 0 < 4%0" WIDE SPAN TABLE 1609,1.4 23132" APA SPAN-RATED 48124 SHEATHING GRADE pLYWOOD (OVERLAP AROUND OPENINGS 4") USE AC GRADE WI 2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LABEL ACCORDING TO LOCATION ASSEMBLY: AI~ACHING STRUCTURAL PANEL. FASTEN TO BUILDING wi #8x3" (wi WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW ~ 16" D.C. OR BEarER ALTERNATIVE FASTNER FOR SHUTTER TO BUlLD[NG: #15 TEE NUTS ATTACHED TO BLDG wi #16x 1 )~" (W/WASHERS) MACHINE BOLT ~ 12" D.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs SHUTTER ASSEMBLY FOR PANEL SPANS: 4'4)" OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'-0" SPAN. NOTE ADDITIONS: 2x4 STRONG-BACKS @ 24" DC ASSEMBLY' 1). PREABSEMBLE PLYWOOD TO 2x4'S; # 10x3" (wi WASHERS) GALVINIZED OR STA[NLESS STEEL WOOD SCREW @ 12" D.C. ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" AND MAXIMUM PANEL SPAN OF 8~-[~'' SHALL SE PERMITTED FOR OPENING PROTECTION iN ON AND TWO STORY BUILDINGS~ PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED IREFER TO SECTION 16091 4 AND 16096 5 AND TABLE 1609 1 4) TABLE 1609,1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING (INCHES) 3ANEL SPAN < 2' 2'-0" < PANEL '-0" < PANEL t'-0" < PANEL FASTENER TYPE )" SPAN < 4'-0" SPAN < 6'-0" ~PAN < 8'-0" 2 112" #6 WOOD SCREWS 16 16 12 9 2 1/2" #8 WOOD SCREWS 16 16 16 12 A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 138 MPH ANO MEAN ROOF HEIGHT OF 33%D" OR LESS B FASTENERS SHALL BE INSTALLED AT OPPOSING ENOS OF THE WOOD STRUCTURAL PANEL, C, WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY / STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANTANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 49(] LBS A B C D 25.9 -28.1 TW2042 TILT-WASH DSL HUNG 3.38 5.79 10 FOUR TW2852 E TILT-WASH DBL HUNG 5.86 10 20 FOUR 24.7 -32.4 CX135 CASEMENT 6.~ 10 FOUR 25.9 -28.1 TW2446 TiLT-WASH DBL HUNG 4.36 7.65 10 FOUR 25.9 -28.1 TO BE ANDERSEN HiGH PERFORMANCE 3O 3O 40 30 OR APPROVED EQUAL CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B COEFFICIENT 1.0 WITH 126 mph BASIC WIND SPEED. AS PER TABLE R 301.2 (2} NEW YORK STATE BUILDING CODE MUST HAVE DP UPGRADE KIT. MEETS NY STATE EGRESS REQUIREMENTS FOR HABITABLE SPACE CUSTOM GRILLES -SEE ELEVATIONS WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WiTH REMOVEABLE 5/8" WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0" SPAN FASTENERS FOR SPANS Up TO 6'-0" SHALL BE 2 112 -# 8 WOOD SCREWS AT 16" OIC, FASTENERS FOR SPANS Up TO 8'-0" SHALL BE 2 112" -#8 A:T 12" OIC. TABLE 351.2.1 2 ALL NARROLINE WINDOWS MUST USE. 112" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 3/4" DP UPGRADE SILL STOP (SILL STOPS TOTAL A 1-1/4" HEIGHT AND REQUIRE THE iNSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) Q>- RIDGE -~ RAFTER - USP RS250 AT 21" A RAFTER/RIDGE/RAFTER w~TH CT USP RS250 AT 2 A1 RAFTER/RIDGE/RAFTER w~o qT RAFTER TOP PLATE USP RT20 WALL STUD B RAFTER/PLATE/STUD RAFTER ~ USP RTl6 OR (2) RT7 WALL STUD ~ B ,RAFTER/PLATE PLATE/STU[~ KING STUDS STUD HEADER USP RT3 USP RS250ATl~ HEADER/STUD HEADER/JACK 2ND. FLOOR WALL S 2ND. SUSFLOOR RIM BOAED -- USP KLFTA 1 ST FLOOR WALL S D FLOOR TO FLOOR 2ND. FLOORWAU 2ND, FLOORF SUBFLOOR RIM BOARD USP RS250A1 1ST. FLOORTOPP 1 ST FLOOR WALL D FLOOR TO FLOOR 1ST. FLOC SUBFLOOR USP RS250 AT 36" RIM BOARD FOUNDATION WALL E STUD~PLATE~SILL SUBFLOOR USPRS250AT16" RIM BOARD USP MP6F FOUNDATION WALL E ,STUD/PLATE PLATE/SILL I~ G. ,,POST.~ANCH. OR .O. COWR~O.ORCU.S POST USP PAU G POST ANCHORS FOR DECKS <z,~ o o BUILDING DEPARTMENT NOTES Con~'uc~on Claes Building Tybe N~v TYPE VS 1..edl work shall comply with N.Y. Slate Uniform Fire Pmvenflcm and Building Code (IBC) and NFPA 101 (code for Safety and Life Fire in Buildings and Sb~cflJres latea/edition.) (IBC) Sec~on R317 and NFPA 72. 0 T.~LE 301.5: MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION 12. Required 'Emergency Escape and Rescue Openings' and · Exits" shall conform to the 'Ra~dentJal Code of NYS' (IBC) Section R310 and R311 DESIGN CRITERIA AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS 0NFCM) ~ HiGH WiND EDITION DESIGN LOADS Roo~ SeeDed Fkx3r shingles 1,0 pef live ~ 40,0 ~ b3ldl I~cl per unll welght eqo~m 2.5 plf unit Mdght O~ floor 2.S total Woad 45.0 bef C-enend NOtol No/dry ~{I coq)~, ed/~l proJ~Ay owna~, ulily compenk~ and/or k)c~l I~l... P. elle~ a,'~. anc~3md ~3gether to form a dgld stratum and to insure e~n HAILII'IG ,SOFII[DUI,& WOOD FRAME CONSTRUCTION MANUAL ANSl/AF&PA 2001 EDITION Number and Type of Building Eleven, JFasfener J Spacing ofF~,s_i s_?.rs ROOF FRAMING PallOr b3 top J ('ro~-~Jied) Simpson' 'HT' ~r raffei' ~eLii~ ~oist fo lop plate (Toe-nailed) ~-Sd Common per joisl ~efltog jol~t to peralM rafter (Face.nMldd) ~-18d Comrrmn each lap Ceiling joilt lapl ~r pe HiB3ne (Face-halle< ~-16d Camrnon each lap ~ollar IM fo rafter (Face-nailed) i-1 Od Common each end E~:tdng to R~ter (Toe-nailld} ~Sd each end ~idging to jotlt (Toe-naqed) 12-8d each end Gypeurn w~baam lsd cooldm J7" edge / 10' Nat]lng requ~'remenis are bese~ on wall sfieaifllng nailed 5- on-cen'~er a} the panel edge. If walt sheathing Is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be double(d, or altemata connecta'~, such as shear plates, shall be used to maintain tl~e load path. =When wall sheathing is continuous over connected members, the tabulated number Df nai!s shall be permitted to be reduced tD 1-16d nail Der foot. Fastenem for asphalt shingles shall be galvanized steal, 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 Ihan 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). CLIMA~C AND GEOORAPHIC DESIGN CRFI'ERIA WIND SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD GROUND SEISMIC WINTER UNDERLAY- HAZARDS SNOW DESIGN FROST LINE DESIGN MENT _~'3AD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED F.) PSF 120 MPH C --'~ 4FT m'mJ'~w ~.~a~rr/~,~e~'~ 11 REQUIRED ,THOr 9 WAICNING: It is I violation of thc law for any person, tmlcss acdng ~nder the dltcct supervision of a Licensed ~rchitect, to alter any item in any 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 "Altered by:" followed by Ns signature, the date of such alteration, and a specific description of the alteration, Ira Haspel Architect, P. C. ?F SH IT Copyright o Ira Haspel All Baghts Reserved. ,L T Ii il t. 4;o' T ¢ ' 1" 0" HoT~owr~ l~t, Ade Pf~%T FI, OoP~ -t _ I (~ 8~c, TlOd e~ pf'ew hOOP It is ~ viohtion of thc law for in), person, unless acting under the dh'ect supervision of i licensed axchitect~ m alter any item in any 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 "Altered by:" followed by his sigmmre, the date of such alteration, and a specific description of the altera6on. !m H spel ArclBtect, P. C. 9*9 (Cop}~ght ~ Im H~spel All Rights Reserved. I~oof ~I~GTIO M ~