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HomeMy WebLinkAbout29540-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30575 Date: 11/22/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1030 CLEARVIEW RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 89 Block 3 Lot 11.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 1, 2003 pursuant to which Building Permit No. 29540-Z dated JULY 1, 2003 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 ONE FAMILY DWELLING WITH COVERED ENTRY, REAR DECK, SECOND STORY BALCONY AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to THOMAS M FITZPATRICK & ANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0106 11/19/04 ELECTRICAL CERTIFICATE NO. 86064C 10/29/04 PLUMBERS CERTIFICATION DATED 10/12/04 BERTSAND PLUMBING & HEAT s "'.4 ) /-C� /A/ho zed Tignature Rev. 1/81 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. 29540 Z Date JULY 1, 2003 Permission is hereby granted to: THOMAS M FITZPATRICK 447 EAST 14TH ST APT 7A NEW YORK,NY 10009 for CONSTRUCTION OF A FOUR BEDROOM SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES AND DEC WITH FLOOD PERMIT AS APPLIED FOR at premises located at 1030 CLEARVIEW RD SOUTHOLD County Tax Map No. 473889 Section 089 Block 0003 Lot No. 011 . 003 pursuant to application dated JULY 1, 2003 and approved by the Building Inspector to expire on JANUARY 1, 2005 . Fee $ 1, 154 . 80 uthor ed ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD � 'l BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY �oQ This application must be filled in by typewriter or ink and submitted to the Building Department witthe 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. ��vorn statcinent oill plumber ecrtifying tl-,at 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, terations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to access uil g$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. #-10- New Construction: Old orPre-existing Building: (check one) Location of Property: 1036 t;[���r�/ w K Q so VA 0(,1 House No. Street Hamlet Owner or Owners of Property: T OAwr ,'f 2 Suffolk County Tax Map No 1000, Section 191 Block Lot f L .3 Subdivision Filed Map. Lot: Permit No. � 7SJ D Date of Permit.__7 /-z>3 Applicant: Health Dept.Approval: '-J S`fb Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ qv1;=1 2-- 3oS75 �2 � Applicant Signature a � Town I lull, 53095 Wit(load N Z Fnx (516) 765-1623 P. O. Box 1179 �- l elephone (516)765-1902 Soul hold. New Yoik 11971 t �' OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E It T x r• I C A T 1 o N DATE: October 12 , 2004 Building Permit No . #29540 Owner., (please p. int) Plumber. : Bertsand Plumbina & Heating ,Inc (please print) I certify that the solder used in the water supply system contains less than :/_0 of 1% lead. (Plumbers Signature)Sworn to before me this 12th day of October , 12 2004 Notary Public, Suffolk County 4826e"°2WMX ��,pN��y� "EW,o idial-mW 31,4A = S6. .�i•• ,~ffr �i ir� A 11 It 1 .11 11 r., ,•1 •1 rf,• ,'I'1 r , :\ rl• J• 11,;fr I, p 1\�. 1 f.IIJ•r 1. 151 I ,�.�{i� 1� i �x�;...c':� ,'r•�: � �• fr. � •'�' +, t. � 11 1yr 1 Iri 11i1� '1�;,1. tt �311Ya11r,1t tl P nit'ii ilir )tiiiu 11 .._.. - �{il �11�31111t ._ I'�I ��IIitS1:4•�liltilllt=�I1LIl 11't ri�11 -_rtw- ` =- Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number- _ _._ Issue Date 86064C i�i 10/29/2004 375 Dunton Avenue East Patchogue, New York 11772 (631)286-6642 Issued To: Thomas Fitzpatrick �CrY Ir �I Street: 1030 Clear View Road Zip: 11971 Town: Southold Village: Southold P Lot: Ir"' Section: Block: Contractor: Power Play Electric (L) Lic. # 5165-ME y_ Was examined and found to be in compliance with the National Electrical Code. L� Commercial L_) NV Defects i I Pool LX1 1st Floor Lxl Indoor L Basement I _I Hot Tub b _ F IX J Residential CI Det. Garage lx l Attic _j 2nd Floor [XI Outdoor ❑ Addition Survey G 1 1 -- -- -- - — _- i Switches Receptacles Fixtures GFI Heaters60 A/C Fans t 48 84 10 2 9 it Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 2 20/30 2 20 Gas Gas 1/20 E _ Furnace Oil Gas Circulators Smoke Detector Bell Transformer 3 9 lAm Phase UG/OH Jacuzzi Television CO Detector - + Meter s 1 200 2 --= -- ` = Bldg. Permit: -:! Other Equipment 200amp panel 40 circuit garage door opener receptacles Hugo S. Surdi 2 40/220V a/c disconnect I President 1 100amp sub panel Rough Inspection: 03/30/2004 Inspector: John McMahon III Final Inspection: 10/28/2004 _: Inspector: Aneal Angelillo (_ - ; This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 1ltllµtyl r fl{�lil InW��'rr r7{t1 sr 1 4 17�t (II�� `` MIil1' 11��7 •� II/Il 1i1';.. r�✓.r`1 4/r1 V�1 i Wilt nl +. Y. d ,1.,. �r fir .,r�i,rir���-r::r t��-1'!%S.r!�{j• Albert J.Krupski,President Town Hall James King,Vice-President �S�FF01,�c 53095 Route 25 Artie Foster h�� o P.O.Box 1179 Ken Poliwoda Southold,New York 11971-0959 Peggy A. Dickerson Telephone(631) 765-1892 Fax(631) 765-1366 of ,� Sao BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 15, 2002 Mr. Thomas Fitzpatrick 447 East 14t' Street Apt. 7A New York City, NY 10009 RE: 1030 Clearview Rd., Southold SCTM#89-3-11.3 Dear Mr. Fitzpatrick: The Southold Town Board of Trustees reviewed the survey dated February 25, 2002 and determined the proposed single-family dwelling, driveway and sanitary system to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. A line of staked hay bales must be placed down 100' from the wetlands line before construction. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. This determination is not a determination from any other agency. 2 If you have any further questions, please do not hesitate to call. Sincerely, Oz- Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims 1 New York State Department of Environmental Conservation Building 40-SUNY,Stony Brook,New York 11790-2356 Telephone(631)444-0365 Facsimile (631)444-0360 Erin M.Crotty Commissioner AMENDMENT TO PERMIT Date:. January 31, 2002 Thomas Fitzpatrick Re: Permit No. & Location 447 East 14`h Street New York, New York 10009 1-4738-01445/00001 Fitzpatrick Property R.O.W. off Orchard Lane, Southold i SCTM 1000-89-3-11.3 i Dear Mr. Fitzpatrick: Your recent request to extend the above permit has been reviewed pursuant to 6NYCRR, Part 621. The expiration date is extended to March 31, 2005. This letter is an amendment to the original permit as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Very truly yours, Permit Administrator cc: Mr. Matt Ivans, Suffolk Environmental Consulting, Inc. Bureau of Marine Habitat Protection, NYSDEC File DMG New York State Department of Environmental Conservation Building 40-SUNY,Stony Brook, New York 11790-2356 Telephone(631)444-0365 Facsimile (631)444-0360 .00m* Erin M.Crotty Acting Commissioner AMENDMENT TO PERMIT Date: April 17, 2001 Thomas Fitzpatrick Re: Permit No. & Location: 447 East 14"' Street New York, New York 10009 1-4738-01445/00001 Fitzpatrick Property R.O.W. off Orchard Lane Southold SCTM 1000-89-3-11.3 Dear Mr. Fitzpatrick: Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR, Part 621 . It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions . Therefore, the permit is amended to authorize construction of a single family dwelling with garage, deck, sanitary system, driveway, and place 500 cubic yards of clean fill . All work shall be done in accordance with the survey prepared by Anthony Lewandowski, last revised on 4/10/01, and stamped NYSDEC approved on 4/17/01 . This letter is an amendment to. the original permit and, as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Very truly yours, George W. Hammarth Permit Administrator CC: Suffolk Environmental Consulting Inc. Bureau of Marine Habitat Protection, NYSDEC File DMG °otal Co New York State Department of Environmental Conservation o �� Division of Fish, Wildlife & Marine Resources, Region One Marine Habitat Protection �� Y�,Rs J° Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (516)444-0295 - FAX: (516)444-0297 Commissioner,John P.Commissioner Website:www.dec.state.ny.us AMENDMENT TO PERMIT January 16, 2001 Tom Fitzpatrick 447 East 14`h Street New York,NY 10009 Permit# 1-4738-01445/00001-0 Location: Private Rd. off Orchard Lane. Southold,NY Dear Sir x Your recent request to extend the above permit has been reviewed pursuant to 6NYCRR, Part 621. The expiration date is extended to March 31,2002. x Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR, Part 621. It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is amended to authorize: construction of a single family dwelling, deck, pool ans sanitary system. Placement of 500 cubic yards of clean fill. All work to be done according to plans prepared by Anthony Lewandowski on 12/13/2000 and stamped NYSDEC Appproved. This letter is an amendment to the original permit and, as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Very truly yours, Deputy Regional Permit Administrator cc: BMHP File New York State Department of Environmental Conservation Building 40- SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Aft Facsimile (516) 444-0373 IMMEW John P. Cahill Commissioner AMENDMENT TO PERMIT Date: March 16, 2000 Mark S. McDonald Re: Permit No. & Location: PO Box 1000 Southold, New York 11971 1-4738-01445100001 McDonald Property - Private Road off Orchard Lane, Southold SCTM NO. 1000-89-3-11.3 Dear Mr. McDonald: Your recent request to extend the above permit has been reviewed pursuant to 6NYCRR, Part 621. The expiration date is extended to March 31. 2001. This letter is an amendment to the original permit and, as such, shall be available at the job site whenever authorized work is in progress. 1 All other terms and conditions remain as written in the original permit. 1 Very truly yours, Permit Administrator cc: Matt D. Ivans, Suffolk Environmental Consulting, Inc. Bureau of Marine Habitat Protection, NYSDEC File DMG 5 s New York State Department of Environmental Conservation Building 40 - SUNY, Stony Brook, NY 11790-2356 Phone (516) 444-0365 Fax # (516) 444-0360 John P.Cahill Acting Commit loner March 13 , 1997 Mark S . McDonald PO Box 1000 Southold, NY 11971 RE : 1-4738-01445/00001 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) 'we are enclosing your permit . Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address . Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Very truly yours, Charles T. Hamilton RE:jr Permit Administrator Enclosure File DEC PERMIT NUMBER EFFECTIVE DATE 4738-61445/00001 March 13, 199E FACILITY/PROGRAM NUMBER(S) P E I T EXPIRATION DATE(S) Under the Environmental March 31, 20DO Conservation Law TYPE OF PERMIT ■ New 0 Renewal 0 Modification 0 Permit to Construct 0 Permit to Operate 0 Article 15, Title 5: Protection 0 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR 360: of Waters Certification Solid Waste Management ❑ Article 15, Title 15: Water 0 Article 17, Titles 7, 8: SPDES Supply 0 Article 27, Title 9; 6NYCRR 373:0 Article 19: Air Pollution Hazardous Waste Management ❑ Article 15, Title 15: Water Control Transport ❑ Article 34: Coastal Erosion 0 Article 23, Title 27: Mined Land Management 0 Article 15, Title 15: Long Reclamation 0 Article 36: Floodplain Island Wells Management 0 Article 24: Freshwater Wetlands 0 Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers I Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control ❑ Other: PERMIT ISSUED TO Mark S. McDonald TELEPHONE NUMBER 516-765-3677 ADDRESS OF PERMITTEE PO Box 1000 Southold, NY 11971 CONTACT PERSON FOR PERMITTED WORK TELEPHONE Bruce Anderson NUMBER PO Box 2003 Bridgehampton, NY 11932-2003 NAME AND ADDRESS OF PROJECT/FACILITY McDonald Property Private Road off Orchard Lane LOCATION OF PROJECT/FACILITY Southold COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Cedar Beach Harbor DESCRIPTION OF AUTHORIZED ACTIVITY Construct single family dwelling, deck, pool and sanitary system. Place 493 cubic yards of fill. all work shall be done according to survey prepared by Van Tuyl dated 9/18/96 and stamped NYSDEC approved on 3/13/97. 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) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Charles T. Hamilton Bldg. 40, SUNY, Room 219, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE L FATE Page 1 of 6 GENERAL CONDITIONS Inspections 1. The permitted site or facility, including relevant records, is subject to in- spection 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 represen- tative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3) . 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. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Permit Changes and Renewals 2. The Department reserves the right to modify, suspend or revoke this permit when: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regula- tions is found: b) the permit was obtained by misrepresentation or failure to disclose relevant facts: c) new material information is discovered: or d) environmental conditions, relevant technology, or applicable law or regulation have materially changed since the permit was issued. 3. 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, fees or supplemental information the Department requires. Any renewal , modification or transfer granted by the Department must be in writing. 4. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES) , Hazardous Waste Management Facilities (HWMF) , major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF) ; and b) 30 days before expiration of all other permit types. 5. Unless expressly provided for by the Department. issuance of this permit does not modify, supersede or rescind any order or determination perviously issued by the Department or any of the terms , conditions or requirements contained in such order or determination. Other Legal Obligations of Permittee 6. The permittee has accepted expressly, by the execution of the application, the full legal responsibility for all damages, direct or indirect, of whatever nature and by whomever suffered, arising out of the project described in this permit and has agreed to indemnify and save harmless the State from suits, actions, damages and costs of every name and description resulting from this project. 7. 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. 8. The permittee is responsible for obtaining any other permits, approvals, lands. easements and rights-of-way that may be required for this project. 95.20-6a(7192)-25c ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (Title 5), 24, 2S, 34 and 6 NYCRR Part 608 ( Tidal Wetlands 9. 'That if future operations by the State of New York require an al- other environmentally deleterious materials associated with the teration in the position of the structure or work herein authorized,or project. if, in the opinion of the Department of Environmental Conservation 13. Any material dredged in the prosecution of the work herein permitted it shall cause unreasonable obstruction to the free navigation of said shall be removed evenly,without leaving large refuse piles,ridges across waters or flood flows or endanger the health, safety or welfare of the bed of a waterway or floodplain or deep holes that may have a the people of the State, or cause loss or destruction of the natural tendency to cause damage to navigable channels or to the banks of resources of the State,the owner may be ordered by the Department to a waterway. remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or 14. There shall be no unreasonable interference with navigation by the work revocation of this permit, the structure, fill, excavation, or other herein authorized. modification of the watercourse hereby authorized shall not be com- 15. If upon the expiration or revocation of this permit,the project hereby pleted, the owners, shall, without expense to the State, and to such authorized has not been completed,the applicant shall,without expense extent and in such time and manner as the Department of Environmental to the State, and to such extent and in such time and manner as the Conservation may require,remove all or any portion of the uncompleted Department of Environmental Conservation may require,remove all or structure or fill and restore to its former condition the navigable any portion of the uncompleted structure or fill and restore the site and flood capacity of the watercourse.No claim shall be made against to its former condition. No claim shall be made against the State of the State of New York on account of any such removal or alteration. New York on account of any such removal or alteration. 10. That the State of New York shall in'no case be liable for any damage 16. If granted under 6 NYCRR Part 608,the NYS Department of Environ- or injury to the structure or work herein authorized which may be caused mental Conservation hereby certifies that the subject project will not by or result from future operations undertaken by the State for the contravene effluent limitations or other limitations or standards under conservation or improvement of navigation,or for other purposes,and Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 no claim or right to compensation shall accrue from any such damage. (PL 95-217)provided that all of the conditions listed herein are met. 11. Granting of this permit does not relieve the applicant of the responsi- 17. All activities authorized by this permit must be in strict conformance bility of obtaining any other permission, consent or approval from with the approved plans submitted by the applicant or his agent as part the U.S. Army Corps of Engineers, U.S. Coast Guard, New York State of the permit application. Office of General Services or local government which may be required. 12. All necessary precautions shall be taken to preclude contamination Such approved plans were prepared by of any wetland or waterway by suspended solids, sediments, fuels, on solvents, lubricants,epoxy coatings,paints,concrete, leachate or any SPECIAL CONDITIONS 1 . Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal . No debris is permitted in tidal wetlands and or protected buffer areas . I i 2 . There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 3 . All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration, whichever comes first . The approved methodologies are as follows : a. stabilization of the entire disturbed area with appropriate vegetation (grasses, etc . ) . b. stabilized as per specifications identified on approved plans . C . temporarily stabilized with straw or hay mulch or jute matting or other similar natural fiber matting within 1 week of final grading. Temporary stabilization shall be maintained until a mature vegetative cover is established. 4 . The storage of construction equipment and materials shall be confined to within the project work site and or upland areas DEC PERMIT NUh18Ewreater than- 50 linear feet from the tidal wetland boundary. 1-4738-01445 00001 PROGRAMIFACILITY NUMBER Pagee-A of 6 95.20461!(7187j=25c NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS For Article 25 ( Tidal Wetlands S . All disturbed areas where soil will be temporarily exposed or stockpiled for longer than one (1) week shall be contained by a continuous line of staked hay bales/silt curtain (or Other NYSDEC approved method) placed on the seaward side between the fill and wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 6 . All fill shall consist of "clean" sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris) . 7 . 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. 8 . A row of staked hay bales or approvable erosion control devices, shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per NYSDEC approved plan, at commencement of regulated activities and remain in place until project is completed and all disturbed areas stabilized with vegetation. 9 . Roof runoff shall be directed to drywells a minimum of 100 feet landward of the tidal wetland boundary for immediate on- site recharge . 10 . Dry wells for pool filter backwash shall be located a minimum of 100 feet landward of the tidal wetland boundary. 11. There shall be no draining of swimming pool water directly or indirectly into tidal wetlands or protected buffer areas . 12 . Driveways and parking areas shall be constructed of pervious material . 13 . Roads, driveways, and/or parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas . 14 . Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 15 . The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated tidal wetlands associated with Cedar Beach Harbor are located at Private Road off Orchard Lane, County Tax Map Number: District 1000, Section 089, Block 3 , Lot 11 . 3 , otherwise known as the properties of Mark S. McDonald and his heirs, assigns, or DEJ P �JI N�NIQ 9100001 FACILITY ID NUMBER PROGRAM NUMBER Page 4 of 95.20Xdt7/87j=25c NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 25 Tidal Wetlands For Article successors . This property is subject to the provisions of New York State Environmental Conservation Law (ECL) Article 25 or its successor, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the erection of any structure (s) ; excavation; dredging grading and filling; clearing of vegetation; and application of chemicals. " This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance ,of this permit . A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sent within one calendar year of the issuance of this permit to: NYSDEC, Regional Manager, Bureau of Marine Habitat Protection, SUNY Building 40, Stony Brook, New York 11790-2356 . Supplementary Special Conditions A Thru F Attached. DEC PERMIT NUMBER 1-4738-0X445/00001 FACILITY ID NUMBER PROGRAM NUMBER Page 5 of , _ -• +•j--. + + + ., Ca,.�.1r1L t.V1VLl'1'1U1V5 Whe folloving conditions apply to all Tidal Wetlands; Freshxater Wetlands; Coastal Erosion Management; and Wild, Scenic, and Recreational Rivers Permits: A. A copy of this permit, including all conditions and approved plans, shall be available at the project site whenever authorized work is in progress. The permit sign enclosed with the permit shall be protected from the weather and posted in a conspicuous location at the work site until all authorized work has been completed. B. The permittee shall require that any contractor, project engineer, or other person responsible for the overall supervision of this project reads, understands, and complies with this permit and all its general, special, and supplementary special conditions. Any failure to comply precisely with all of the terms and conditions of this permit, unless authorized in writing, shall be treated as a violation of the Environmental Conservation Law. If any of the permit conditions are unclear, the permittee shall contact the Division of Regulatory Affairs at the address on page one or telephone (516) 444-0365. C. If project design modifications become necessary after permit issuance, the permittee shall submit the appropriate plan changes for approval by the Regional Permit Administrator prior to undertaking any such modifications. The permittee is advised that substantial modification may require submission of a new application for permit. D. 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 the permitted work, the bottom portion of that form shall also be signed and returned, along with photographs of the completed work and, if required, a survey. E. For projects involving activities to be undertaken in . phases over a period of more than one year, the permittee shall notify the Regional Permit Administrator in writing at least 48 hours prior to recommencing work in subsequent years. F. The granting of this permit does not relieve the permittee of the responsibility of obtaining a grant, easement, or other necessary approval from the Division of Land Utilization, Office of General Services, Tower Building, Empire State Plaza, Albany, NY 12242 (516) 474-2195, which may be required for any encroachment upon State-owned lands underwater. DEC Permit No. /- 7.3 - U ��� ti`d) Page Hof 95 19 5(21II9) IOC 1,1EW Y01111 All 1)L•1'Al11MENT OF EI1VIf1014MENIAI.CUNSrnV' r)pl APPUCATION FOR PERMIT TRANSFE.. (In Accordance wilh tlnllorm Procedures, Part 621.13) • Please toad ALL InsUucllolts on bncY,brlole cmoplelinp Ihls applicallnn. Pleaso TYPE of 1'nn1T CIei11Iy III lllk. PAnT I.—TIIANSrEllEE(IIEW OWNEn101"EnATOWLESSEE)COMPLEIES: 1. LI SI I'EIIh11T IIl1MnE11(S)Atli) 111EI6 EFFECIIVE AND EXI'lllA11011 DAZES. Tidal Wetlands Permit (no . 1-4738-01445/00001 ) , dated March 13 , 1997; ex iration date : March 31 , 2000; extended to March 31 2001 _•--.._______—_ -P _ -_ _ __.. --- -_' -- _ 2 I,(1MP 0' LIl IJSFEI IiE IELEP110NE IIl1MDEn i0m � 1 zpa�-Tick (212) _374-4517 VU East 14th Street — Apartment 7 A IIIY IATj Z10g09 New York NY 3 I IIANSI'HUT IS A/Aid VY Ownei �.I Opernlot I J Lessee 4 NAMF OF FACII.IIYwrio rf:I Fitzpatrick property Private Road off of Orchard Lane CIIY S I A IF ZIP CODE Southold NY 11971 C(II1111N. TOWN Suffolk Southold 5. HAS W01(ll( 111.,61111 011 IIIE I'IUJ.ICrIT June , 2001 1 Fee!; W Ill, If on. proposod slnitinO 41:11n Approxlntaln r.anlpinllno dale: . 11 Ihetr will he any nuulllirnlluns lu the cunenl opwaliun. Ihr luut;Iricr. must nllae•h it slalr.nirnl spocllyloll Ilse delnlls. 6. CHU.IFICAIIOII: Ilti!; ctalllies that Ihr Ilsutslrteo is Ihn r:uut nl ownm/opr.ialnNles;;rr. of the nanu;d facility has a copy of the pnnnll, understands and %vili comply wills all conrllflow; in the lelr.rencrd I'viioil I avillly opriallonslptojrcl scopelr11sc11argr.slentl^,lion will 1r.n11111 the Sa1110. rmitter, I helrhy allitut that uodet proally of prijmy Ihnl Infutnuilloo irtovid"d oil this, fuott and :111 attachomols subndlled heiewilh Is brut Io Ibe best nl lily lulowtedtle and belief ral,n slalene'ols made hrmiil ai/c puni':1lablo as a Class A misdrnro.utul pulsunnl In Section 210A5 ul the Pe�n�al Law. Slgn:durn and Mlle f PAIII 2-1nANSFE11011 ROI1MER OWNEI110PErIA10111LF.SSEE)COMPLETES: 1. IAL or IIAII`A I110f1 — IU L1'11011F_ IIIJIAIIEFI Irk �Ma . McDonald 1631J.. 76.5--3f>_7_7._... SIn1:F1 P.O. Box 1000 — _. s CIfY TALE ZIP CODE Southold L_NY 2. IIAAIE OI. F•ACILIIYJI'no.1ECr, IF 0I1'I"ElIFIll I'll(Ad IIAIAI Ill ('Atli I: McDonald property 1. (A.IIIIFICA1101J: 1111s CmIltles that the tacillly lelriencod Io I'arl I of lists Iona Istwas lianslened to Ihr. party I(jeolllled as Ibe new trans arse (iwnerlopetalor/lessee)on plolel. 60 Sitinalmn and title --- ---- Dale_ C— PAnT 3--PE MII 111AIISFEn VALIDAIION SrCll')II •-DEPA111MEIJT OF ENVInONMENIAL CONSEnVA110N COMPLIES: 11-I(ramAm of penoll appioved. liaosforee Subject to r.owlWous of permit,without exr.oplion. . flanslni of peltnii approve(j, with the lollowlim iuodiliraln lire �. Sec allached invlsed prinitl pagels) Ilrr :ygdicnllon rrtiuilvd Vienne congtlrle the ont lo•;i•1 t'unit appticatlon Anil irluln it to the undrisigneri nogionnl Permit Adtitlnislralor,Division of fiognloluiy Allalts, al Ihe apptuptlal(!ullice of Ill. I) llnwtl (see slip t'11 nwor;r) Date / Iles iun:11 I �ut � Aihnini�;lialnl -- -- -- 1 f I / 1,3 TOWN OF SOUTHOLD PROPERTY RECORD CARD ?� OWNER STREET � � VILLAGE DIST. SUB. LO��, 6�� v ew �rE,R OW NE MC 11 (� N • E ACR. ► C� $ �I#NoY SN c��"n1G\Y131ZC �- >,O S W TYPE OF BUILDING i TS- SEAS. VL 3 FARM COMM. CB. MISC. Mki. Value LAND IMP. TOTAL DATE REMARKS 3 /7'1 c y 369-SS„�,I �NoYkNS t . / w' I l0 1 r - yy(ca4-4Ka ZSjoc ` Q 1 AGE , BUILDING CONDITION 7 17 Ca,. rn r._P ('C Larri � G� r K Aj gj NEW NORMAL BELOW ABOVE a © _ �1 2S L FARM Acre Value Per Value I 1 .. 4or Acre tillable t tillable 2 "iilable 3 Voodland >wampland FRONTAGE ON WATER I �6'D 3rushland FRONTAGE ON ROAD louse Plot DEPTH y i c% BULKHEAD — I -ota l DOCK Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc Data filename: C:\Program Files\Check\REScheck\FITZPATRICK.rck TITLE: r,>z PA-F Ck- COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 06/30/03 DATE OF PLANS:JUNE 2003 PROJECT INFORMATION: ADDITION COMPANY INFORMATION: CHARLES M.THOMAS ARCHITECT COMPLIANCE: Passes Maximum UA=505 Your Home UA=444 12.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1409 30.0 0.0 49 Wall 1: Wood Frame, 16"o.c. 3035 15.0 0.0 202 Window 1: Wood Frame:Double Pane 242 0.340 82 Door 1: Solid 167 0.240 40 Floor 1:All-Wood Joist/Truss:Over UnconditigAed Space 1500 19.0 0.0 71 COMPLIANCE STATEMENT: resented in this document is consistent with the building plans, specifications,and other calcul fitted wi it application. The proposed systems have been designed to meet the New York State Energy Conse o re 'rements. When a Registered Design Professional has stamped and signed this page,they are atte t t elief,and professional judgment,such plans or specifications are in complia I /3 Builder/Designer \ '�= -`-' �5�`�' , _ Date \�;:�T•gip J2Q,�r�.�r') i REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE: 06/30/03 TITLE: Bldg. I rZ. PA rJ7_1 L 16— I Dept. Use I Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16" o.c.,R-15.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: I Doors: [ J 1. Door 1: Solid,U-factor: 0.240 Comments: I Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Federal Emergency Management Agency Washington, D.C. 20472 October 9,2002 MR.JOSHUA Y.HORTON CASE NO.:02-02-1452C TOWN SUPERVISOR,TOWN OF SOUTHOLD COMMUNITY: TOWN OF SOUTHOLD,SUFFOLK COUNTY, TOWN HALL,PO BOX 1179 NEW YORK 53095 MAIN ROAD COMMUNITY NO.:360813 SOUTHOLD,NY 11971 DEAR MR.HORTON: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Conditional Letter of Map Revision based on Fill (CLOMR-F) Comment Document. This comment document provides additional information regarding the effective NFIP map, the legal description of the property and our comments regarding this proposed project. Additional documents are enclosed which provide information regarding the subject property and CLOMR-Fs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield, VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. Sincerely, Matthew B. Miller, P.E., Chief Hazards Study Branch Federal Insurance and Mitigation Administration LIST OF ENCLOSURES: CLOMR-F COMMENT DOCUMENT cc: Mr. Matt D. Ivans Page 1 of 2 Date:October 9,2002 Case No.:02-02-1452C CLOMR-F Federal Emergency Management Agency Washington, D.C. 20472 o CONDITIONAL LETTER OF MAP REVISION BASED ON FILL COMMENT DOCUMENT COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK A parcel of land, as described in Deed, Document number 50579, recorded in COUNTY,NEW YORK Book 12058, Page 053,filed on Jul 25,2000,b the Count Clerk, Suffolk COMMUNITY 9 Y Y Y County, New York;the portion of land to be removed from the SFHA is more COMMUNITY NO.:360813 particularly described by the following metes and bounds: NUMBER:36103CO167G AFFECTED NAME: SUFFOLK COUNTY, MAP PANEL NEW YORK ALL JURISDICTIONS DATE:5/4/1998 FLOODING SOURCE: LITTLE PECONIC BAY APPROXIMATE LATITUDE 3 LONGITUDE OF PROPERTY:41.035,-72.395 SOURCE OF LAT b LONG:PRECISION MAPPING STREETS 4.0 DATUM:NAD 83 COMMENT TABLE REGARDING THE PROPOSED PROPERTY(PLEASE NOTE THATTHIS IS NOT FINAL DETERMINATION. A FINAL DETERMINATION WILL BE MADE UPON RECEIPT OF AS-BUILT INFORMATION REGARDING THIS PROPERTY.) OUTCOME 1%ANNUAL LOWEST LOWEST BLOCK/ WHAT WOULD CHANCE ADJACENT LOT LOT SECTION SUBDIVISION STREET BE REMOVED FLOOD FLOOD GRADE ELEVATION FROM THE ZONE ELEVATION ELEVATION (NGVD 29) SFHA (NGVD 29) (NGVD 29) 1030 Clearview Property Road X(shaded) 8.0 feet _ 8.0 feet Special Flood Hazard Area (SFHA)-The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION COASTAL BARRIER RESOURCE SYSTEM This document provides the Federal Emergency Management Agency's comment regarding a request for a Conditional Letter of Map Revision based on Fill for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the proposed described portion(s) of the property(ies) would not be located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood)if built as proposed. Our final determination will be made upon receipt of a copy of this document, as-built elevations, and a completed Community Acknowledgement form. Proper completion of this form certifies the subject property is reasonably safe from flooding in accordance with Part 65.5(a)(4)of our regulations. Further guidance on determining if the subject property is reasonably safe from flooding may be found in FEMA Technical Bulletin 10-01. A copy of this bulletin can be obtained by calling the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP) or from our web site at http://www.fema.gov/mitttb1001.pdf. This document is not a final determination;it only provides our comment on the proposed project in relation to the SFHA shown on the effective NFIP map. This comment document is based on the flood data presently available. The enclosed documents provide additional information regarding this request. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at(877) 336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210,Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. Matthew B.Miller, P.E.,Chief Hazards Study Branch Federal Insurance and Mitigation Administration Version 1.3.3 MX173012003K4195LOMAK4195 Page 2 of 2 Date: October 9,2002 Case No.: 02-02-1452C CLOMR-F Federal Emergency Management Agency Washington, D.C. 20472 0 0 CONDITIONAL LETTER OF MAP REVISION BASED ON FILL COMMENT DOCUMENT ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) BEGINNING at a intersection formed by the centerline Clearview Road with the southerly side of Orchard Lane;THENCE S 08°07'40" W along the centerline of Clerview Road a distance of 53.72 feet to the point and place of BEGINNING;THENCE from said point and place of beginning along lands now or formerly of Cieplinski S 62°07'20"E a distance of 140.00 feet to a point;THENCE S 330 07'20"E a distance of 33.00 feet to a point;THENCE S 27'52'40"W a distance of 63.00 feet to a point;THENCE S 88°33' 10"W a distance of 42.89 feet to a point and lands now or formerly of Larsen;THENCE N 62'07'20"W a distance of 69.00 feet to a point and the easterly line of Clearview Road as shown on aforementioned filed map;THENCE N 52'51'00"W a distance of 28.59 feet to the centerline of Clearview Road;THENCE along the centerline of Clearview Road N 08°07'40"E a distance of 101.36 feet to the point and place of BEGINNING. COASTAL BARRIER RESOURCE SYSTEM (This Additional Consideration applies to the preceding 1 Property.) The subject property, as referenced above, is located within the Coastal Barrier Resource System (CBRS). Federal financial assistance, including Federal flood insurance, is not available in CBRS areas for new construction or substantial improvements occurring after the date on which the area was declared by Congress to be part of the CBRS or otherwise protected area as required by the Coastal Barrier Resources Act(Public Law 97-348) and the Coastal Barrier Improvement Act 1990 (Public Law 101-591). This date is indicated on the National Flood Insurance Program map. For further information on this property and the CBRS or otherwise protected area designation, contact the U.S. Department of the Interior. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. . V\3& - Matthew B.Miller,P.E.,Chief Hazards Study Branch Federal Insurance and Mitigation Administration Version 1.3.3 MX173012003K4195LOMAK4195 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/04/02 Receipt#: 1465 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 1465 Total Paid: $10.00 (1 V Name: Fitzpatrick, Thomas 447 East 14th St,Apt 17 A New York, NY 10009 Clerk ID: LINDAC Internal ID:45413 r J ;_ ` , , T. T R ERY Ii Cum- y -� Tnu'n H ,II_ S.111VC NIA,,, 1 Z'H P.O. n„c 1 I7n 'TOWN CLERK '" ' � : , cJ� S Suullurlrl. Ncw Turk 11 ItEGISTRAR OR VITA,STAnSIlCS �✓ ( Fax 010I, 765- I R'1 MARRIAGE OFFICER - J Tdcpl,unc (S I(,1 7(15. 1} RECORDS MANAGEMENT OFFICER FREEDOM OF INFORkAATlON OFFICER 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 the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" [ FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93) ) . 6: rG. DEPT. TOWN OF SOUTTIOP h T . Terr Y Southold Town Clerk August 25 , 1993 t i • , ' APPLICATION PAGE I of 4 TOWN OF SOUTHOLD r'LOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and siy_nl: 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. y,,,.s (APPLICANT'S SIGNATURE) DATE / c2 -RV SECTION 2• PROPOSED DEVELOPMENT (To be completed by APPLICAh n NAME ADDRESS TELEPHONE APPLICANT lhp-mes 211. 07-070 . BUILDER L 7 2 A. v / cr ENGINEER �-- (4c � G�"r PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be helpful. o36 C Pam- l TM ff- Yl 3XI 1 - 010 - O Ol/ 41Q FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ►II/New Structure Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition' ' ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?. ❑ Yes) ESTIMATED COST OF PROJECTS © 000- B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill O Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLATN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: O Is MOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation al the site is:- Ft. NGVD (MSL) ❑ Uaavailablc ❑ The proposed development is located to a floodway. FBFM Pancl No. Datcd ❑ Sec Section 4 for additional instructions. SIGNED DATE f kPPLICATION # PAGE 3OF4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he comnlctcd by LOCALADMiNISTRATORI The applicant must submit the documents checked below before the appbcadon can be processed: ❑ A site plan showing the location of aJl casting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specificatiPns,including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the FLrst floor, details of floodprooFing of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ PlaAs showing the extent of watercourse relocation and/or landform alterations. ❑Top of new fall elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential oaly) Ft.NGVD (MSL). For floodproofed structures, applicant must attach certdication from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result inany increase in the height of the 1.00-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other- SECTION 5 PERMIT DETERMINATION (To be completed by LQCAL ADMINISTRAT4R� I have determined that the proposed activity. A. ❑ Is B. ❑ Is not in conformance with provisions of Local Law dr , 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. r ' APPLICATION W PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing dale: Appeals Board Decuioo --- Approved? ❑ Yes ❑ No Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The foUowing information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certificadon to this application). Complete 1 or 2 below. 1. Actual(As-Built) Elevation of the top of the lowest floor, including basement On Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). J 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPP-CTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTTFICATE OF COMPLIANCE(To be completed by LOCAL kDMINISTRATORI Certificate of Compliance issued: DATE.- BY: , .J Attachment B ' SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area ,r ^ ` TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING 0 EXISTING BUILDING 0 VACANT LAND .s THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 . SIGNED: DATED.- B. COMPLL,NCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC (93) New York State Department of Environmental Conservation Building 40-SUNY,Stony Brook, New York 11790-2356AM Telephone(631)444-0365 Facsimile (631)444-0360 Erin M.Crotty Commissioner AMENDMENT TO PERMIT Date:. January 31, 2002 Thomas Fitzpatrick Re: Permit No. & Location 447 East 14`h Street New York, New York 10009 1-4738-01445/00001 Fitzpatrick Property R.O.W. off Orchard Lane, Southold SCTM 1000-89-3-11.3 a Dear Mr. Fitzpatrick: Your recent request to extend the above permit has been reviewed pursuant to 6NYCRR, Part 621. The expiration date is extended to March 31, 2005. This letter is an amendment to the original permit and, as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Very truly yours, Permit Administrator cc: Mr. Matt Ivans, Suffolk Environmental Consulting, Inc. Bureau of Marine Habitat Protection,NYSDEC File DMG New York State Department of Environmental Conservation Building 40-SUNY,Stony Brook, New York 11790-2356 Telephone(631)444-0365 (631)444-0360 Ah- Facsimile Erin M.Crotty Acting Commissioner AMENDMENT TO PERMIT Date: April 17, 2001 Thomas Fitzpatrick Re: Permit No. & Location: 447 East 14`h Street New York, New York 10009 1-4738-01445/00001 Fitzpatrick Property R.O.W. off Orchard Lane, Southold SCTM 1000-89-3-11.3 { { Dear Mr. Fitzpatrick: Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR, Part 621. It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions . Therefore, the permit is amended to authorize construction of a single family dwelling with garage, deck, sanitary system, driveway, and place 500 cubic yards of clean fill . All work shall be done in accordance with the survey prepared by Anthony Lewandowski, last revised on 4/10/01, and stamped NYSDEC approved on 4/17/01 . This letter is an amendment to- the original permit and, as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Very truly yours, George W. Hammarth Permit Administrator CC: Suffolk Environmental Consulting Inc. Bureau of Marine Habitat Protection, NYSDEC File DMG i r gOjai Co' New York State Department of Environmental Conservation `F Division of Fish, Wildlife & Marine Resources, Region One •7 Marine Habitat Protection J° Building 40-SUNY, Stony Brook, New York 11790-2356 ►'EaRs Phone: (516)444-0295 • FAX: (516)444-0297 John P.Cahill Website:www.dec.state.ny.us Commissioner AMENDMENT TO PERMIT January 16, 2001 Tom Fitzpatrick 447 East 14`' Street New York,NY 10009 Permit# 1-473 8-01445/00001-0 Location: Private Rd. off Orchard Lane. Southold,NY Dear Sir x Your recent request to extend the above permit has been reviewed pursuant to 6NYCRR, Part 621. The expiration date is extended to March 31,2002. x Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR, Part 621. It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore,the permit is amended to authorize: construction of a single family dwelling, deck, pool ans sanitary system. Placement of 500 cubic yards of clean fill. All work to be done according to plans prepared by Anthony Lewandowski on 12/13/2000 and stamped NYSDEC Appproved. This letter is an amendment to the original permit and, as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Very truly yours, Deputy Regional Permit Administrator cc: BMHP File New York State Department of Environmental Conservation Building 40 -SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0373 John P. Cahill Commissioner AMENDMENT TO PERMIT Date: March 16, 2000 Mark S. McDonald Re: Permit No. & Location: PO Box 1000 Southold, New York 11971 1-4738-01445100001 McDonald Property - Private Road off Orchard Lane, Southold SCTM No. 1000-89-3-11. 3 Dear Mr. McDonald: Your recent request to extend the above permit has been reviewed pursuant to 6NYCRR, Part 621. The expiration date is extended to March 31, 2001. This letter is an amendment to the original permit and, as such, shall be available at the job site whenever authorized work is in progress. 1 All other terms and conditions remain as written in the original permit. i Very truly yours, Permit Administrator cc: Matt D. Ivans, Suffolk Environmental Consulting, Inc. Bureau of Marine Habitat Protection, NYSDEC File DMG * �r{r New York State Department of Environmental Conservation Building 40 - SUNY, Stony Brook, NY 11790-2356 a Phone (516) 444-0365 Fax # (516) 444-0360 _- John P.Cahm Acting Commissioner March 13 , 1997 Mark S . McDonald PO Box 1000 Southold, NY 11971 RE: 1-4738-01445/00001 Dear Permittee : In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) 'we are enclosing your permit . Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address . Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Very truly yours, Charles T. Hamilton Permit Administrator RE :jr Enclosure File D'cC PERMIT NUMBER EFFECTIVE DATE 1-4738-61445/00001 March 13, 1997 FACILITY/PROGRAM NUMBER(S) P EM I T EXPIRATION DATE(S) Under the Environmental March 31, 2000 Conservation Law TYPE OF PERMIT I New 0 Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate 0 Article 15, Title 5: Protection 0 6NYCRR 608: Water Duality ❑ Article 27, Title 7; 6NYCRR 360: of Waters Certification Solid Waste Management 0 Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES 0 Article 27, Title 9; 6NYCRR 373: Supply Hazardous Waste Management ❑ Article 19: Air Pollution 0 Article 15, Title 15: Water Control 0 Article 34: Coastal Erosion Transport Management 0 Article 23, Title 27: Mined Land ❑ Article 15, Title 15: Long Reclamation ❑ Article 36: Floodplain Island Welts Management ❑ Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, 0 Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers I Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control ❑ Other: PERMIT ISSUED TO TELEPHONE NUMBER Mark S. McDonald 516-765-3677 ADDRESS OF PERMITTEE PO Box 1000 Southold, NY 11971 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Bruce Anderson PO Box 2003 Bridgehampton, NY 11932-2003 NAME AND ADDRESS OF PROJECT/FACILITY McDonald Property Private Road off Orchard Lane LOCATION OF PROJECT/FACILITY Southold COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Cedar Beach Harbor DESCRIPTION OF AUTHORIZED ACTIVITY Construct single family dwelling, deck, pool and sanitary system. Place 493 cubic yards of fill. all work shall be done according to survey prepared by Van TuyL dated 9/18/96 and stamped NYSDEC approved on 3/13/97. 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) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Charles T. Hamilton Bldg. 40, SUNY, Room 219, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of 6 GENERAL CONDITIONS Inspections 1. The permitted site or facility, including relevant records, is subject to in- spection 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 represen- tative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3) . 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. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Permit Changes and Renewals 2. The Department reserves the right to modify, suspend or revoke this permit when: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regula- tions is found; b) the permit was obtained by misrepresentation or failure to disclose relevant facts; c) new material information is discovered; or d) environmental conditions, relevant technology, or applicable law or regulation have materially changed since the permit was issued. 3. 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, fees or supplemental information the Department requires. Any renewal , modification or transfer granted by the Department must be in writing. 4. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES) . Hazardous Waste Management Facilities (HWMF) , major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF) ; and b) 30 days before expiration of all other permit types. 5. Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination Perviously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Other Legal Obligations of Permittee 6. The permittee has accepted expressly, by the execution of the application, the full legal responsibility for all damages, direct or indirect, of whatever nature and by whomever suffered, arising out of the project described in this permit and has agreed to indemnify and save harmless the State from suits, actions, damages and costs of every name and description resulting from this project. 7. 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. 8. The permittee is responsible for obtaining any other permits, approvals, lands. easements and rights-of-way that may be required for this project. 95.20.6a(7192)-25c ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (Title 5), 24, 25, 34 and 6 NYCRR Part 608 ( Tidal Wetlands ) 9. That if future operations by the State of New York require an al- other environmentally deleterious materials associated with the teration in the position of the structure or work herein authorized, or project. if, in the opinion of the Department of Environmental Conservation 13. Any material dredged in the prosecution of the work herein permitted it shall cause unreasonable obstruction to the free navigation of said shall be removed evenly,without leaving large refuse piles,ridges across waters or flood flows or endanger the health, safety or welfare of the bed of a waterway or floodplain or deep holes that may have a the people of the State, or cause loss or destruction of the natural tendency to cause damage to navigable channels or to the banks of resources of the State,the owner may be ordered by the Department to a waterway. remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or 14. There shall be no unreasonable interference with navigation by the work revocation of this permit, the structure, fill, excavation, or other herein authorized. modification of the watercourse hereby authorized shall not be com- 15. If upon the expiration or revocation of this permit,the project hereby pleted, the owners, shall, without expense to the State, and to such authorized has not been completed,the applicant shall,without expense extent and in such time and manner as the Department of Environmental to the State, and to such extent and in such time and manner as the Conservation may require,remove all or any portion of the uncompleted Department of Environmental Conservation may require,remove all or structure or fill and restore to its former condition the navigable any portion of the uncompleted structure or fill and restore the site and flood capacity of the watercourse.No claim shall be made against to its former condition. No claim shall be made against the State of the State of New York on account of any such removal or alteration. New York on account of any such removal or alteration. 10. That the State of New York shall in'no case be liable for any damage 16. If granted under 6 NYCRR Part 608,the NYS Department of Environ- or injury to the structure or work herein authorized which may be caused mental Conservation hereby certifies that the subject project will not by or result from future operations undertaken by the State for the contravene effluent limitations or other limitations or standards under conservation or improvement of navigation,or for other purposes,and Sections 301, 302, 303. 306 and 307 of the Clean Water Act of 1977 no claim or right to compensation shall accrue from any such damage. (PL 95-217) provided that all of the conditions listed herein are met. 11. Granting of this permit does not relieve the applicant of the responsi- 17. All activities authorized by this permit must be in strict conformance bility of obtaining any other permission, consent or approval from with the approved plans submitted by the applicant or his agent as part the U.S. Army Corps of Engineers, U.S. Coast Guard, New York State of the permit application. Office of General Services or local government which may be required. 12. All necessary precautions shall be taken to preclude contamination Such approved plans were prepared by of any wetland or waterway by suspended solids, sediments, fuels, on solvents, lubricants,epoxy coatings,paints,concrete,leachate or any SPECIAL CONDITIONS 1 . Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal . No debris is permitted in tidal wetlands and or protected j buffer areas . I 2 . There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 3 . All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration, whichever comes first . The approved methodologies are as follows : a. stabilization of the entire disturbed area with appropriate vegetation (grasses, etc . ) . b. stabilized as per specifications identified on approved plans . C . temporarily stabilized with straw or hay mulch or jute matting or other similar natural fiber matting within 1 week of final grading. Temporary stabilization shall be maintained until a mature vegetative cover is established. 4 . The storage of construction equipment and materials shall be confined to within the project work site and or upland areas DEC PERMIT NUh10Egreater than- 50 linear feet from the tidal wetland boundary. 1-4738-01445 00001 PROGRAM/FACILITY NUMBER Page 3 of 95-24f(7/87)=25t NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS For Article 25 Tidal Wetlands 5 . All disturbed areas where soil will be temporarily exposed or stockpiled for longer than one (1) week shall be contained by a continuous line of staked hay bales/silt curtain (or Other NYSDEC approved method) placed on the seaward side between the fill and wetland or protected buffer area. Tarps are authorized to supplement these approved methods . 6 . All fill shall consist of "clean" sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris) . 7. 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. 8 . A row of staked hay bales or approvable erosion control devices, shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per NYSDEC approved plan, at commencement of regulated activities and "remain in place until project is completed and all disturbed areas stabilized with vegetation. 9 . Roof runoff shall be directed to drywells a minimum of 100 feet landward of the tidal wetland boundary for immediate on- site recharge . 10 . Dry wells for pool filter backwash shall be located a minimum of 100 feet landward of the tidal wetland boundary. 11 . There shall be no draining of swimming pool water directly or indirectly into tidal wetlands or protected buffer areas . 12 . Driveways and parking areas shall be constructed of pervious material . 13 . Roads, driveways, and/or parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas . 14 . Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 15 . The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated tidal wetlands associated with Cedar Beach Harbor are located at Private Road off Orchard Lane, County Tax Map Number: District 1000, Section 089, Block 3 , Lot 11 . 3 , otherwise known as the properties of Mark S . McDonald and his heirs, assigns, or DEf Pffl NSjI1V5/00001 FACILITY ID NUMBER PROGRAM NUMBER Page 4 of 9-W01*1 17/87j=25c NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 25 Tidal Wetlands For Article successors . This property is subject to the provisions of New York State Environmental Conservation Law (ECL) Article 25 or its successor, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the erection of any structure (s) ; excavation; dredging grading and filling; clearing of vegetation; and application of chemicals . " This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit . A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sent within one calendar year of the issuance of this permit to: NYSDEC, Regional Manager, Bureau of Marine Habitat Protection, SUNY Building 40, Stony Brook, New York 11790-2356 . Supplementary Special Conditions A Thru F Attached. DEC PERMIT NUMBER 1-4738-OX445/00001 FACILITY ID NUMBER PROGRAM NUMBER Page 5 of � - +-+- -•+ + � �Ci�.111E �.V 1VU 1'1'1 V1VS The following conditions apply to all Tidal Wetlands; Freshwater Wetlands; Coastal Erosion Management; and Wild, Scenic, and Recreational Rivers Permits: A. A copy of this permit, including all conditions and approved plans, shall be available at the project site whenever authorized work is in progress. The permit sign enclosed with the permit shall be protected from the weather and posted in a conspicuous location at the work site until all authorized work has been completed. B. The permittee shall require that any contractor, project engineer, or other person responsible for the overall supervision of this project reads, understands, and complies with this permit and all its general, special, and supplementary special conditions. Any' failure to comply precisely with all of the terms and conditions of this permit, unless authorized in writing, shall be treated as a violation of the Environmental Conservation Law. If any of the permit conditions are unclear, the permittee shall contact the Division of Regulatory Affairs at the address on page one or telephone (516) 444-0365. C. If project design modifications become necessary after permit issuance, the permittee shall submit the appropriate plan changes for approval by the Regional Permit Administrator prior to undertaking any such modifications. The permittee is advised that substantial modification may require submission of a new application for permit. D. 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 the permitted work, the bottom portion of that form shall also be signed and returned, along with photographs of the completed work and, if required, a survey. E. For projects involving activities to be undertaken in phases over a period of more than one year, the permittee shall notify the Regional Permit Administrator in writing at least 48 hours prior to recommencing work in subsequent years. F. The granting of this permit does not relieve the permittee of the responsibility of obtaining a grant, easement, or other necessary approval from the Division of Land Utilization, Office of General Services, Tower Building, Empire State Plaza, Albany, NY 12242 (516) 474-2195, which may be required for any encroachment upon State-owned lands underwater. DEC Permit No. - 7.3 -0 /U Ys-/h�-V4) Page S'of 95 1115(21119) RI fIF:W YONI' CIF Ufi`Al11MEFir OF F.NVIRUNIv1EN1A1.CONSF:nV' ON APPLICATION FOR PERMIT TRANSFL.r (III Accordaltce with Unilortn Procedures, Part 621.13) Please toad ALL loslrucllons on hack. Ilf1we cntttplelloo Tilts applicalloo. Please IYPE of PRINT clowly In Ink. PART 1-TIIANsi-EIIEE(IIEW OWNEI1101"EnATORILESSEE)COMPLETES: I. LIST 1'EflMll' IJL1MTlEn(S)AfID TITEIII EFFECTIVE AND EXPIIIAIIOII DATES. Tidal Wetlands Permit (no . 1-4738-01445/00001 ) , dated March 13 , 1997; expiration date: March 31 , 2000; extended to March 31 , 2001 . _. 2 1(10A9m l El EPI TONE NUMBER � 1 zpatrick (212) 374-4517 VU East 14th Street - Apartment 7 A ("NeY _ YrE Z10C Nw York 3 I IIANSFPIII'F IS AIA11' W Owner I.I Opefalor I -I Lessee A. TWAT` OF FACILIIYIPnOJF(:I Fitzpatrick property sinrFl Private Road off of Orchard Lane CITY STAT1. 71P(;ODE Southold I NY 11971 t:nlull Y I IOWN Suffolk Southold 6. IIAS WUfIK I)LG1)(1 Off IIIE 111101JFCI'? June, 2001 1 I'fes will, II no,proposed starlioll dale Approximate cong)Iolloo(Iale: _...._...._. 11 Ihrrr' will ho any tnndifir-alions to the cunonl opr-tation. Ill.' han acrce moll allach if slate.mmd specilyloll the delaih.. 6. CHIT IIFICAIIr)I! Iili!;certllies Thal the Iranslrrrn i;; the r:nn•ttl nwnerlo(eralntlles,^,er. 01 the naunerl faciiily, has a copy of file perrnll, undersl and 3 Mid Will comply Mill all cnnditloos Ill life ie.fe.re.nr.od pennil I au'ifily oprtatllonSlplojecl scopeldIscharl(e.lemissions will ren(ain 1110 same. Further, 1 ilao',y alfinn Iilal uodol penally of perjury lilml iolorut:ili(m on Ihls form and all allacilno•nts suhmltled l,erewllil Is Irtuo to the best of lily Iu,owledge and bolief False stateou'nl;h,mule ilcmin ale punt•aalde. as a Class A misdmncanor pursoanl to Section 21045 of life Penal Law. Si(lnalure and Illlr / * / a)Tj [,1�'. . PAIII 2-1RANSFEROR(I OHMEII OWNERIOPERA101111LESSEE)COMPLETES: - - ---------- —....--- ----- - — 1 I ML OF TWIST E':11OR If:l fI'IIOfIE IIIJMf)Efl Mark McDonald (631.)-.. 76.5_-3fi.7_7.-... S1n1:F 1 P.O. Box 1000 .._ _. .. CITY STATE ZIP CODE Southold NY__. _.. _ 2. IIAME OI' F•ACILIiywno,w(:r. IF ()IFFEIlFII1 1"1101,I IIAMI IN PAM 1: McDonald property 3 311.IIFI 'AT 101J 1.: Tills cerlllies that the Inr.iflly telere.nced In 11a111 1 of Ihis Porn, Is/was Iranslened to tile party Identified as (he new transferee (ownerloperalur/lessee)on Idnlel. SlIlnnlurn and Title - --- —_ Dale- �- ('6 PAR 3--PE MIT IIIAIISFER VALIDAI ION SFCI1:)II---DEPAIIIMENI OF ENVIRONMEIIIAL CONSERVATION COMPL-If.-S::-1— 11-I Iran;;lm of penult approved. lranslen:e subject to r,on�il;'vn,;;ul permit,lwllhuul excttpliun. . r,a„sler of pennil approved, with the following o-011irah lie;' I. I See allached revlSed Imonit 11a90s) -- --- I Ilr:v application regohed I'lea':e cnntph'le the en,ln•u•1 1 nail application and orlon,it In life trndeisillned nr:gionat Pennil Adminlslralur,Dlvlslon of flegnlal-uy Allairs, al the appropriale(Illice of Ill- I)-• ,tlntenl (see n,ap nn rnvm•;r) Date I\dnunkItairn -- -- BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: _2_/_L_/03 APPLICANT:�RaA$&�C DATE SUBMITTED: 2_/i /03 SCTM#DISTRICT: 1,000, SECTION: t—,BLOCK: -9 , LOT: 115 SUBDIVISION: NA ADDRESS: CkkL"am) CITY: ZONING DISTRICT: i?-qD CONFORMING? Yes BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO h /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO V & /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/82 REQ. LOT SIZE: YA.aft ACT. LOT SIZE REQ. LOT COV. � ACT. LOT COV. REQ. FRONT 3--PROP. FRONT ✓ REQ SIDE zs ��,lACT. SIDE ,/ REQ. REAR �Q RROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION:11! "` am ESTIMATED PROJECT COST: '3Sc7 �CT/ENGINEER:�1 L, w WATERFRONT? _DESCRIPTION: Ccelc v _PANEL # FLOOD ZONE APPROVALS RE UI D SUFFOLK COUNTY HE DEPT or NO, (BED #): DTE: I-/A/ I PERMIT#: 00•OV• TOWN SEPTIC RECEIP1r N p�pp' NEW YORK STATE DEC: PRE-DEC 9/1/7gor r NO �' 1 yy�DTE: j/f t/�.PERMIT#: SOUTHOLD TOWN TRUSTEES: NO WT DTE: JO/�/--L-PERMIT#: TOWN ZONING BOARD APPROVAL: YES o DTE: _/_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE / /_ PERMIT #: TOWN HISTORICAL PRE (SPLIA):' YES or I 0 NEW YORK STATE CODE COMPLIANCE (SEE PAGE Z . or NO NOTES: FEE STRUCTURE: FOUNDATION: '— SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: UIL SF FEE FEE FEE QrQ� 1. (� SF) NSF)— SF X $ �� —$ � $JJ $ $ 2. ( SF)- ( SF)= SF X $ =$ +$ +$ _$ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ = $ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC ESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MP,, Seismic esign Category:B Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES y Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: y � DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE T- FULL FRAMING DESIGN ELEMENTS:ON hEADERS jqN WALL STUDSO/N GIRDERS: BAN CEILING JaISTS:(ON FLOOR JOISTS: 1 ROOF RAFTERS: T LUMBER SPECIES AND GRADE;O/N DESIGN LOAD CALCULATIONS:WN LIVE:Y/N DE'AD:Y/N SNOW:Y/N SEISMIC:Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST RE UIREMENTSOT EGRESS 5.7 S. LIGHT 8%• VENT 4% NAILING/CONSTRUCTION SCHEDULE/ N MEANS OF EGRESS69/N PLUMBING RISER DIAGRAM- ,AN LOCATION OF FIRE PROTE TION EQUIPMENT j�/N TRUSS DESIGN: Y/0 A- CERTIFICATION: YAA ENERGY CALCS& TOTAL COMPLIEN ? (RETURN TO PAGE ONE) �co BUILDING DEFT. INSPECTION [ Ll FOUNDATION iST [ ] ROUGH PLB6. [ j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY E A KS: ,01111 .01111 . .41111 400, DATE � � � IN8P suauINa DE". INSPECTION [ ] FOU ON iST [ ] ROUGH PLBG. [ FOUNDA770N 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA94 & CFIIMNEY REMARKS• -' I DATE � INSPECTO Af BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: p /• ' ` �7�_. DATE 7 9 INSPECTOR 765-1802 BUILDING DEFT. c� INSPECTION [ ] FOUND N is [ OUGH PLBG. [ IF NDATION 2ND [ ] INSULATION FINAL [ ] FIREPLACE & C IMN [ FIRE SAFETY INSPECTION DATE � � INSPECTO 765-1802 BUILDING DEFT. INSPECTION [ ] FOU ATION i ST [ ] UGH PLBG. [ F NDATION 2ND "/INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMA DATE � INS � 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ FIREPLACE A CHIMNEY [ J FIRE SAFETY INSPECTION REMARKS: (tACANcAS o k DATE °`F — INSPECTOR 'g ` � p30 C �eR�cv►.�w � . �,�S_k�_Z6_ 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ X] I PLBG. [ ] FOUNDATION 2ND [ ATION FRAMING -[ [ ] FIREPLA�j & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 03 J4;1 1 r� /tzcz-/" ci:a, Af J�jgl)A_f DATE - INSPECTOR ass.,aoz BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULA [ ] FRAMING [ A /�t [ ] FIREPLACE & CHIMNEY [ ] FIRES INSPECTION REMARKS: DATE � � � - INSPECTOR____�� . . � . r � . �� ,ice. �-,�ii�.�-� •� � � "i 1 ; . . • . �A MUM G 1 OWN r� PAI FMW 1 r 1 e • TOWN OF,.SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � 6. Survey www. northfork.net/Southold/ PERMIT NO. ( Check Septic Form N.Y.S.D.E.C. Trustees_ Examined ,20 Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration 20 t in Inspector JUL l 2��3 -=' PPLICATION FOR BUILDING PERMIT Date l , 2003 �J S� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. 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 the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspectio (Signature f a plicant or name,if a corporation) Li47 c /g! A ;, A (Mailing add st of applicant) itate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder of i T" , e of owner of premises Mom as f j p!a�f i c% (Aso 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. �,� �"C e�`K 8,J14'm 90- d q3 9/ Plumbers License No. -7—^ Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: 9 /030 C 2 r-vi „i 1`oar� 5 QOV4,a .SCT/� a House Number Street Hamlet ounty Tax Map No. 1000 Section_ 0 9 Block 3 Lot Subdivision Filed Map No. 70 Lot (Name) ate existing use and occupancy of premises and i tended use and occupancy of proposed constrection:- a. Existing use and occupancy V A Cal C b. Intended use and occupancy pessi j9 #,4 l l aus e 3 ature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) Estimated Cost ,�3 50 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear 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 / Will lot be re-graded? YES NO-ZWill excess fill be removed from premises? YES NO V A, 117 75T—ct c/0,5 4. Names of Owner of premises z d is Address '(V 6/U n Sf 4 7,9 //Phone No.QQ 46 070 Name of Architect cj'arit, a Address Phone No Name of Contractor Address Phone No. a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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. 7. 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 ) �c 7►' l being duly sworn,deposes and says that(s)he is the applicant (Name of individuals-irk g contract)above named, (S)He is the t ,yes' (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this dayrof 20 OJ Notary Public tore of Applicant U A J.COOPER Nary public,state of New York N0.48225 63,Suffolk Co �O Tenn Eviras L1ecei4ber 31, DEC-18-2002 09:58 RON RISK SVCS 212 792 9616 P.02 Federal Emergency Management Agency Washington, D.C. 20472 October 9,2002 MR.JOSHUA Y.HORTON CASE NO.:0242.1452C TOWN SUPERVISOR,TOWN OF SOUTHOLD COMMUNITY: TOWN OF SOUTHOLD,SUFFOLK COUNTY, TOWN MALL,PO BOX 1179 NEW YORK 53095 MAIN ROAD COMMUNITY NO.:360913 SOUTHOLD,NY 11971 DEAR MR.14ORTON: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base hood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Conditional Letter of Map Revision based on Fill (CLOMR-F) Comment Document. This comment document provides additional information regarding the effective NFIP map, the legal description of the property and our comments regarding this proposed project. Additional documents are enclosed which provide information regarding the subject property and CLOMR-Fs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2621 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield, VA 22116-2210. Additional information about the NFIP is available on ourweb site at http://www.fema.gov/nfip/. Sincerely, Matthew B. Miller,P.E., Chief Hazards Study Branch Federal Insurance and Mitigation Administration LIST OF ENCLOSURES. CLOMR-F COMMENT DOCUMENT cc: Mr. Matt D_ Ivan 12/18/2002 WED 09:53 [T%/R% NO 80441 0 002 DEC-18-2002 09:58 AON RISK SVCS 212 792 9616 P.03 Federal Emergency Management Agency Washington, D.C. 20472 e CONDITIONAL LETTER OF MAP REVISION BASED ON FILL COMMENT DOCUMENT COMMUNITY AND-MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK A parcel of land,as described in Deed,Document number 50579, recorded in COUNTY,NEW YORK Book 12058, Page 053, tiled on July 2S,2000,by the County Clerk,Suffolk COMMUNITY County, New York:the portion of)and to be removed from the SFHA is more COMMUNITY NO.:300913 particularly described by the following metes and bounds: NUMBER:34103 CO167 G AFFECTED NAME:SUFFOLK COUNTY, MAP PANEL NEW YORK ALL JU RISDICTIO N5 DATE:5k/1998 FLOODING SOURCE: LITTLE PECONIC BAY APPROMMATE LATITUDE 3 LONGITUDE OF PROPERTY,61.036,-72295 SOURCE OF LAT a LONG:PRECISION MAPPING STREETS 6.0 DATUM:NAD 83 COMMENT TABLE REGARDING THE PROPOSED PROPERTY(PLEASE NOTE THAT THIS IS NOT AFINAL DETERMINATION, A FINAL DETERMINATION WILL BE MADE UPON RECEIPT OF ASBUILT INFORMATION REGARDING THIS PROPERTY,) OUTCOME 1%ANNUAL LOWEST LOWEST WHAT WOULD CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET BE REMOVED FLOOD FLOOD GRADE ELEVATION SECTION FROM THE ZONE ELEVATION ELEVATION (NGVO29) SFHA (NGVD 29) (NGVD 29) 1030 Clearview Property X(shaded) 8.0 feet 8.0 feet Road Special Flood Hazard Area(SFHA)-The SFHA is an area that would be inundated by the Flood having a 1-percent chance of being equaled or exceeded In any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION COASTAL BARRIER RESOURCE SYSTEM This document provides the Federal Emergency Management Agency's comment regarding a request for a Conditional Letter of Map Revision based on Fill for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the proposed described portlon(s) of the property(ies) would not be located In the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood)If built as proposed. Our final determination will be made upon recelpt of a copy of this document, as-built elevations, and a completed Community Acknowledgement form. Proper completion of this form certifies the subject property is reasonably safe from flooding in accordance with Part 65,5(a)(4) of our regulations. Further guidance on determining If the subject property is reasonably safe from flooding may be found in FEMA Technical Bulletin 10-01. A copy of this bulletin can be obtained by calling the FEMA Map Assistance Center toll free at(877)336-2627(677-FEMA MAP)or from our web site at http:/A~.feme.gov/miVtb1001.pdf. This document is not a final determination:It only provides our comment on the proposed project in relation to the SFHA shown on the effective NFIP map. This comment document is based on the flood data presently available, The enclosed documents provide additional information regarding this request. if you have any questions about this document, please contact the FEMA Map Assistance Center toll free at(677)336.2527(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency,P.O. Box 2210, Merrifield,VA 2211&2210. Additional informatlon about the NFIP is available on our web site at http,ltwww.fema.gov/nhp/. Matthew B.Miller,P.E.,Chief Hazards Study Branch Federal Insurance and Mitigation Administration Version 1.3.3 MX173012003X419SLOMAK4195 12/18/2002 WED 09:53 [TX/RX NO 80441 la 003 DEC-18-2002 09:58 RON RISK SVCS 212 792 9616 P.04 Federal Emergency Management Agency Washington, D.C. 20472 s a CONDITIONAL LETTER OF MAP REVISION BASED ON FILL COMMENT DOCUMENT ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) BEGINNING at a intersection formed by the centerline Clearview Road with the southerly side of Orchard Lane;THENCE S 08'07'40" W along the centerline of Clerview Road a distance of 53.72 feet to the point and place of BEGINNING;THENCE from said point and place of beginning along lands now or formerly of Cleplin6ki S 62'07'20"E a distance of 140.00 feet to a point;THENCE S 33'07'20"E a distance of 33.00 feet to a point;THENCE S 27' 52'40"W a distance of 63.00 feet to a point;THENCE S 88"33' 10"W a distance of 42.89 feet to a point and lands now or formerly of Larsen:THENCE N 62'07'20"W a distance of 69.00 feet to a point and the easterly line of Clearview Road as shown an aforementioned riled map;THENCE N 52' 51'00"W a distance of 28.59 feet to the centerilne of Clearview Road;THENCE along the centerline of Clearview Road N 08'07'40"E a distance of 101.36 feet to the point and place of BEGINNING. COASTAL BARRIER RESOURCE SYSTEM (This Additional Consideration applies to the preceding 1 Property.) The subject property, as referenced above, is located within the Coastal Barrier Resource System (CBRS). Federal financial assistance, including„Federal.flood insurance,.is not available in CBRS areas for new construction or substantial improvements occurring after the date on wTiich the area was declared by Congress to be part of the CBRS or otherwise protected area as required by the Coastal Barrier Resources Act(Public Law 97-348) and the Coastal Barrier Improvement Act 1990 (Public Law 101-591). This date is indicated on the National Flood Insurance Program map. For further information on this property and the CBRS or otherwise protected area designation, contact the U.S. Department of the Interior. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210. Merrifield,VA 22116-2210. Additional information about the NFIP Is available on our web site at http:/hNww.fema.govinrip/. Matthew 8,Miller,P.E..Chief Hazards Study Branch Federal Insurance and Mitigation Administration version 1.3.3 MX173012003K4195LOMAK4195. — TOTAL P.04 12/18/2002 WED 09:53 [T%/R% NO 80441 Q 004 • Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc Data filename:C:\Program Files\Check\REScheck\FITZPATRICK.rck TITLE: r 1 r Z, pA-r COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 06/30/03 DATE OF PLANS:JUNE 2003 PROJECT INFORMATION: ADDITION COMPANY INFORMATION: CHARLES M.THOMAS ARCHITECT COMPLIANCE: Passes Maximum UA=505 Your Home UA=444 12.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1409 30.0 0.0 49 Wall 1:Wood Frame, 16"o.c. 3035 15.0 0.0 202 Window 1: Wood Frame:Double Pane 242 0.340 82 Door 1: Solid 167 0.240 40 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1500 19.0 0.0 71 COMPLIANCE STATEMENT Q . represented in this document is consistent with the building plans, specifications,and other calc 5rt#e ermit application. The proposed systems have been designed to meet the New York State Energy Co S C § ct�` equirements. When a Registered Design Professional has stamped and signed this page,they are sti the tom?b ,o s/h knowledge,belief,and professional judgment,such plans or specifications are in com it r ' 6 3 0 D Builder/Designer Date 3 ^ ` �.,°�� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE:06/30/03 TITLE. Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall l: Wood Frame, 16" o.c.,R-15.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.240 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ( ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. I Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. ' Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) PAIN BREEZY o Fc .Moir d. /ao SURVEY OF PROPERTY A T BA YVIE W &tQ** ftAW - SEPTIC SYSTEM TO WN OF S0 UTHOLD TEST MGE a J SUFFOLK COUNTY, NEW YORK 1000-89-03-11 .3 EL ,0.1 i SCALE: 1 =40 _ FEB. 25, 2002 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Saw d 4• fiRMIT FOR APPROVAL OF CONSTRUCTION FORA to�� �G 8,9�� S°"d SINGLE FAMILY RESIDENCE ONLY 15, P !L "moo Q)� c�r Spld OAT W. F 0.! -0 vb APPROVED O - `[✓_ �iA { /dog CIFAC — 7" FOR MAXIMUM OF BEDROOMS J o EscGround '`� y� jNs� wo>� EXPIRES THREE YEARS FROM ©A±C OF APPROVAL o I .$, —�►.— ,�� o �� SEW 0 /� ADO 4 cj �8 s T / Yo N f � rn N • � oa ■=MONUMENT .!` `'6, FNCIO ryl • =PIPE / F� \ 'o. cv r fp4't k ,� vs ' Zw ELEVATIONS REFERENCED TD N G.V D LOT NUMBERS REFER TO "SUBDIVISION MAP D� GT 3j " c � P��DF NE coo c' CEDAR BEACH PARK" FILED IN THE SUFFOLK � COUNTY CLER,K'S OFFICE ON DEC 20, 1927 AS FILE NO 90. N, C. D. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION // ENE \S ECONIC D p OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. AREA=42 312 S.F. SORE 631> 765 - ° �4fb?� 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2 ALL CERTIFICATIONS f G P. D. BOX •909 (AND SV� 41 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF TO TIE LINE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER f� WHOSE SIGNATURE APPEARS HEREON. SDUTHOLD, N,Y 11971 Eo _ 41 , PATH BREEZY i�. ac. iao Jvv ' SURVEY OF PROPERTY ��R, 6RD CAN a A � ' �� -------- cemlom A T BA YVIE W MUa"no SerTIC SySTE�u_ TEST TO WN OF SO UTHOLD "a`�E S UFFOLK COUNTY, NEW YORK ram► 4• 1000-89-03-11 .3 LOMR SCALE: 111=40' I• FEB. 25, 2002 So ban 2. Z v o L 1��io-,J toe)c } Sad d `=5 A(g a 9V9 �,o gravy 4. ¢I P5 ipi Said W' �� / w N� 6 4 q I� �'00 �� ,�. sand a a" --- - n / Jv j s c'p. .p gravol6200 so - Q Fcoo 4 % • ( y C3 , FAZ4 Ground water K.l ,,`� ..� cam• �� �� >> �a' �f �� Q ' ' V ti 0Pp 9., u 6� a', y Q�ti he R - �, . 05 8�" 33io 1(� �O ,� / / `�`S A C .�.991 e T�� L Y C ■=MONUMENT • =PIPE -- 4 Y ELEVATIONS S REFEREM-E r� ✓ k r `` ET n.JUMBERS REFER TC ,S,_ h Er�A.R BEACH PARK" �I�Er r � ����= t y i". t' r,F p �° . 1�, AUNTY �`ERK'S CJFEICE Dt t y 3 G NE, Q 9618 ANY ALTERATIJ^d DR ADDITION TD T IS S SuR✓E � IS A �- J�4T:E^ CIF SECTION 7209 DE THE NEW rDRK STATE -cA _ti 4W EXCEPT AS PER SE,'ION 7209-SLJBDI v S— AREA=42312 S,F,4 E R r.'�;_A �� i (ANT " FAX !6 3:) 76 5-i 7 97 HEREON ARE VALID FDR THIS MAP AND SPIES %THERE uF u^dL Y TD TIE r!INE B SAID MAP DR --DPIES BEAR THE IMPRESSED SEAL DF THE SURvr-/JR TRA'✓EVER STREET wHDSE SIGNATURE APPEARS HEREON N Y. ';71 ,� — PATH BR - --/xo roc L ao � I li _ s UR VE Y of PR OPERTY Nv. '7,0'' , AT BAYVIEW MADM PL." - , sY TOWN OF S O UTHOLD no TEST tICM.E S C!FFV LK CO LINT Y, NEW YORK smear 40 1000-89-03--11 .3 Loft, SCALE: 1 "=40' FEB. 25, 2002 g, Desaw c: , At It JAN' 14, 2004 lfowrdatlonl tq r � � ��� Sava► � w t Saw d oval ouR4 wator /' i��/ T y!.r. c` \ C`fir` « . 4i •a ,` '`j' PF s, �ti ,� : .. k L ■=MCDNvME,, T F� '�I` a ©� J6 •=Pi PE F4" NE .1, J Coof 'J � � �t.ME1iQO�jf. -10 ELE VATINS RE,� REPPdCEL' �C LET ;NUMBERS REF`R TJ 'Su�'L';'/:� �A�' J�_ <p� "Fr�q�� r. �EBAR BE.ACN PARK" FILEL m COUNT"/ CLERK'S [y �I—f- Lj" E ��, '��7-7 AS F-ILE N:T 90 LAND Sv ,/ N.Y S. L 1 r, NO 4 9618 ANY AL TERATltJr� f R ADGITI^Pv TL THIS St;RVE� IS :• /T? A lip": �` �t�6 \ Ecovic S1J VEY ORS. P•C. OF SECEXCEPT 47tv 7 9 t7F �+c. ^dEv, tDRK S ATE ED'J`A'iEt Aw' AREA=42,31' $,F, SN �4 '631. 76 - �11c�C F AX.(631 765-1797 EXCEPT 4C "ER Sc T`Oj v 7209 S�.IBL'�'IStt7P A'_ t', r � . c' ALL utf�'. 1 A'`_l v HEREGN ARE '1AL c ",�R THIS MAP Ar4D C�Pr.--S T lE,4EC1F 1N 'r TO �" � � E - P D 3,-Ix 909 SAID MAP OR CETS BEAR THE IMPRESSED SEAL ©P rwf Sigh ���;� 1230 BRA IIELER S 7 T wrHQSE SIr�IJATUKE APPEARS HEk'E�PJ SDUTHEL11. N Y 1i 97i 0 4? 1 • SCDHS Ref. # R10-01-0106 5 pATH ~ BREEZY= 13LO :.: ,• _ ..• - --- Fx faw Ec. iao toL— -, lama S UR VEY OF PROPER T Y`�`�wv 1 s - �,�s� / A T BA YYIE W i ellu ,i PLIIIII - SEPTIC sys mw T 0 WN OF —YO UTHOLD no SEP7X ACAS AVEAdWS ' `' TEST"'° " " SUFFOLK COUNTY, NE W YORK ST L.P. I L.A.2 LA.3 TOP"# 4- 10 00--89—03--11 .3 Loewy SCALE: i =40 0.1 1 i i e'_1 14' 1 27 —31Y Zr �• FEB. 25, 2002 "o.``aeV�;` low" Dec S, 5, 2a13f,�r� t) sew s JAN. 14, 2004 (foumkNFon) lid? v0 grovw 4' OCT. 26 2004 (final) SaNd Nov. l6, 2004 (rt+ ! S' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES swds APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE 1 Date NOV 1_9 2no4 H.S.Ref.No. AA 10 1p_.0 a«.,d wa�water The sewape disposal and water supply facilities at this baton have been Zn,f r. k Inspected and/or certified by this Department Pr other agencies and tound to it � be selsfactory FOR A MAXIti OF BEDROOMS. ` �T srl- Walter J. Hilbert,P.E., l Nit �p `r9 +(r 6 ,� hG e _ Jr\,�' Office of Wastewater Management 6�0 S.Sal 33 HIV 1, .• �' CER TIFY TO t .4 i' � '� 99- �,C� UL S TER SA VING BA NK i FMI. F2R. EL. 13.8 SAL'EAiiENT FLA EL. 5.6 TJC1 N� ✓ �8 X y y U ES EL. QO Oir, y �` I J'r Imo£ OT k =MOPJUMEN` 'pr�,+ F< `'�6 \, k rvt: * =PTPE 1 �` W J '` i' •, o � tips`, 0� • 0��- ELEVAtIDNS PEEEPENCE. TD fV J D w I i�7 1JUMBERS REFER TO 'SI�UI'✓'SIEw �tA , I,AR BEACH PAPK ' �12_E D i C. T,nE S L K J> (]LINTY C E-PK' jVFTCE 1N uE� 20, :yc7 ` ,> � � 1Y 7 .ems i v , S y61 APIY AL TERATlIJ� D,4 ADDI TION TD THIS S!jR`✓E/ IS A VIOL/'T DN �? Di"J1 J ✓C ✓f�1,�S; P ,- DF SE�CTI7!4 7j?09 DF THE PdEW YDRK STATE EDL)CATIDN LA1d �S�E v < ' ?/=>� �; �" FAX,« 1: 765-1797 AREA=42 312 S.F C'�r . ,r, _ _ .� 3 E��EPr A; PER SEC TIDN 7209-SUBDIVISION 2 ALL �ERTIr�I.�ATIONS r J. BDy U9 k-+LP•F_Dr� APB VALID FtJR THIS MAP AND SDPIES THEREOF- CINL ✓ IF TO TIE LINE 7,i41b M14P DF' COPIE"S FLAP THE IMPRESSED SEAL DF THE SLJPVEYDR !liNla i-iRE; Ai'FEAR.,y ��F PEON i �C_'I i: �7' . - •�E�.�rA�r4 CERT'iFlc�i �c�ul�p� • _ .©FFI� . AM MOM AS ALL Col, $TRUCTION SNAL THE ; �`1I 113 � � �c �` � . MEET THE REQUIREMENTS 0'P . • - oATE:_®.P.e...�..._..,. CODES OF NEWPORK STATE. ` FEE: J��I$� BY: P2 �,E0 AAC .. NOTIFY BUILDING DEP AT 765-1802 i AM TO 4 PM FOR TIC RIDGE ANT ----- ___�... FOLLOWING RdSPECT101' ___._ -ASPHALT SHINGLE ROOFING 1. FOUNDATION • TWO•ICE _ - — FOR POURED CONCRMDO NOT PROCEED WIT i ` _ 2. ROUGH FRAMING A K =_ FRAMING UNTIL SURVE $ f R106E VENT 3. INSULATION OF FOUNDATION LOCATI „Y -- 4. FINAL CONSTRUCTl01'�1T � ASPHALT 5HINOI E ROOFING - HAS BEEN APPROVED. ' -— - BE COMPLETE FOR C.O. L CONSTRUCTION SHALL MEET 'TWE °` d - _ EOUIREMENTS OFTHECODESOFKW CERTIFICATION OF or RIDGE ORK STATE. NOT RESPONSM FOR NAILING ffi COII:�JECT10►"�$ E=nS. OU RED. --- ----- __._ _ ASPHALT `' R E 1521 COMPLY WITH ALL(CODES OF , Q NEW YORK STATE &TOWN CODES - 12 AS REQUIRED AND CONDITIONS O� _GEDAR -- _ r�l SOUTHOLD TOV�I ZBA — f PERFECTION _ SHINGLES_ `� --— - _ — PLANNING BOARD—. - - RIDGE WENT SOUTHOLDTCYwa'NPIANPti T.O. 8'-O" PLT. ASPHAL7f 5HIN6LE ROOFING SOUTHOLDTO'y�.�`JTRUSTEES I"X2" TRIM ON I"X8" RAKE " " ,_ N.Y.S.DEC 1 X8 RAKE_FRIEZE - ----- - I, ' µ , -_ 5/4"X4" SURROUND5 w CEDAR PERFECTION 5HIN6LE5 i2032 _GEDAR 2032 ! . OCCUPANCY OR i1831 I PERFECTION � • — �� CORNER 80ARD SIiIN6L UNLAWFUL 1532 _ _ USE IS b5 85 WITHOUT CERTIFICATE 42 • - GEDAR 'S14 , PERFECTION`- __ OF OCCUPANC 1 l SHINGLES A5PHALT 5HIN&LE ROOFI c - T.O. SECOND FLR. 12 V - ASPHALT SHINGLE ROOFING FLOOD ZONE C J L iNM'RRf•,:.Man. b...i•rn....,A'nrtt,!nMiR.'+.w.Y:"wr•'aH'.,,v..r;;}re•q-Sw,tW++a 9x.,✓+..r.as ;.- iew:.r-.m'?:: _ OMPLY 1"JiTH CHAPTER "4�" Q • _lTil 11FLOG DAMAGE PREVENTION �---.1 ' ° SOUTHOLD TOWN CODE. CEDAR oomi,'! PERFECTION CEDAR I SHINGLES s ALL CONSTRUCTION S!4ALLLu 2452 2452 24s2 !PERFECTION i2032 MEET THE REQUIREMENTS OF TH2 , —SHINGLESzas CODES OF NEW VOnX STATE. GEDAFR 2052 11' 2052 JL:2052 ,' 2052 PERFECTION ® ® T.O. FIRST FLR. 5HIN61LE5 �� U[IDERY�RgERS CERTIFICATE ❑ D❑ u _ REQUIRE - CEDAR � ORADEF �-�RAPE SHINOLE5 PERFECTION Lu GRADE GRADE CL __.... c) • _ ERTlFIDAT/C?M PLUMBING' � i LL-4,.' ,0NTENT, EFO,q ALL PLUMBING WASTE Q- r CE�TIFICATE ^ ►�• OFO�+CU, ��i�Y &WATER LINES NZED i SOLDER USED/,V I!V,rr-n TESTING BEFORE COVERING UPr LY SYSTE/'*Ct.t `".OT EXCEED �-- 2110 OF 15;WD. RIDGE VENT ASPHALT 5HIN6LIE ROOFING RID6E VENT ASPHALT 5HIN6LE ROOFING ' RIDGE VENI or ASPHALT 5HINOLE ROOFING or or O ! u RIDGE VENT 5210 1821 CEDAR A5PHALT 5HIN6LE ROOFING ~ CEDAR _._ PERFECTION PERFECTION 5HI N6LES CEDAR SHIN6LE5 PERFECTION - t .<TI Tl - I- CEDAR PERFEGTIO F '0 e 6HIN6LE5 !I _ r E�, M1 2032I� ! 2032I 1! i LJ�2115 _85 285 ` !( 2852 ,� 2852 b 265 2852 2852 t I tV .. ASPHALT 5HIN6 ROOFING vi ` a 2432 2432 112032 Wim I , ,n F I I 2452 F 6 1 12452 85 "285 . I I 285 t,2b5 85 .285 - __- V 1 "c 85; b5 285 2852 ;i 2852 3 301 CEDAR GEDAR CEDAR CEDAR PERFECTION GEDAR PERFECTION PERFECTION PERFECTION SHINGLES PERFECTION 5H145LE5 5H1N5LE5 5HIN&LES X 5HINOLE5 C RADE BADE GRAPE C RADE SHT. No. 3 SEGTIO 3 SCALE: 1/4" Y OF 4 i 41-0' 151-6" 4'-0" l'-O" 4'-O" a�V 8'-4" '1'-O" 4'-0" 15'-b" 4'-0" 'T-O" 4'-0" G B Min ��T�` 1 1 1_ " 1_ 1_ " 1 I 1 1 -0' 8 5 4 " 4 0 -1 -411 4'-O" b-5' f -O Xt 3-2x10 GGA 6!RDER f5l1 � 1 t t •,v i ! /,Q x.r' %G_ 6 *2."'�"< # _ 3-2xIG GGA 61 < Jk ! o i "•c� I ti'- 1 a 5 i I i -a*- _1x;G GGI� E5'RDE�' �- - - - = ._ _. =2-2"xl " - - _ - - - -\ 1 - - - -`y'.- - - or � {1 \ /c7 'x'r 'r- � EAR - 2-2 52 - - -. - - / 2-2"xl2" HDR.el 2452 Fw_�606I1 2452 -I M R _ 7 ► �/� �.HD_FLU ti J"� -'-c 2-f"xI2" HDR. MA HER ER V S, i' f ` t i i j s Gam" Vti✓� �" " f'"' ....-f.� �' - -t. s :J JJ 1575 i I Q.' f r'1 I I _ \ f <. a. f c'�cc c ��•.c \ ti ? _ I 5ME.F. SMOKE i$ I 2 E. ® Q V DETECTOR 4 ® D ►- F 7-Ll / S d� SMOKE DETECTOR i `k- _ t -_ _ .+ .� -t- �. Sa.1;�r� i • t / I KITCHEN ° ►- II 7/8 TJI J015T5 ® Ib OG. ,. ROOM SMOKE +t, CA— +. p `_ i — C '1 r DETECTOR ( r Q r L-1 Lu + -.1' -"G '"''Jj/•".'✓`° `v' �' I I CIA _ !41_4u _ \ ol OHO L ,/ ( / ? ♦!2 + I I NTRY 6 Q �(� 1 u D ,fi ^` 4 `i' ; ''1f' L —Ly C/fJ`G _ .ram•'..._. T—y • i `.\ I = .73 6— r1i �'A w /� DA f- - -� I (---_1 r-�'�-1 ' ` WX4" POST 5 2" r 1 1 _ 125 C FM E.F. 4 11�1 O70 ry l %, 1 ( I � � T 3 (/2" STANDARD STEEL PIPE I 1 � m I o - - - v O L- - J _ —-� L--J COLUMN ON A i i o o Z I I, n 3G"X30•X15"DEEC' POURED I _' '� - - - - - I , ry 125 GFM E.F. \ b m I I_ y i ^ - - - - - - - - - ' CONCRETE FOORTIN6. (TYP) I 1 r \ �� �� v J i -- - - - - - - - - - - - - i 2 ;/8" ►�L ++DR— o - - - _ — � 1 srnc f Imo— -t- T 1 ! /1 I I F.P S.G. ME:A L bl_O1, _ DO R AND F .A W' E � � { 8�• P0� CONCRETE 1 ' � " I — — — — — � o � I a'-411 I Fc0'.14`DATION VtiALL ON 8`Xib" I I I { P?CURED GONGRETE FOOTING Q-b { Q < r——-1 I !r, I r FOYER ° ILI 1 = L — — — — — — — -� i , I ELI �1 � � ( I N � � X i i _ VI N 1. cv _ - EAM OKET OFFICE = 5/B" TYPE "X" S`+'1'. BOARD ON 2 "x12" H ry Q I * I I ( 1 I INTERIOR CARA. E WALLS AND _ m SMOKE GEILIN6. -I6-70 -10 670 i DETECTORLINE m r m 1 , X AVA 2 _ T_EEL BEAM - i . I I I a I , I 1 3 1/2" STRUGTRUAL STEEL Z v ' I COLUMN TO FOUNDATION WALL ..t LZATI RD CONCRETE I ryON WALL ON B°X16° I 4" POURED GONGRETE 1 I 3-2x10 GGA 61 Et�J eoURED CONCRETE FOOTING SLAB OVER 6" MIL. Q 2-2'x12" HDR. 3 Z POLYETHLENE VAPOR < 11] m I - - - - - - - - - - - - - - - - - - - � BARRIER ON HELL �ARA6E 8� '` �^ _. Q COMPACTED POROUS FILL 48 Pt � GONG. SLAB DROP FOUNDATION WALL PROF FOUNDATION HALL I TOE MEET SLAB TO ET SLAB 1 I— - - - - - - - - - - - - — — — — — — — r 2-2"X12" HDR. 2-2"XI?" �+DP. ".., I L - - - - - - - - - - - - - — — — — — — — — — — — Cl" 8-3' -4 5'-6" q'-O" 5'- ,I -_— 5'-6" 4'-4" 4'-4" 20'-0" 10'-6" 10'-4" 5'-0" 50'-2" 6AR66E AREA 50, FT. qq v FOUNDATION PLAN 2 F I RST FLOOR �'L AN C- " s � 2 SCALE: 114" = 1 '-0" 2 SCALE: 114" = 1 '-0" -! a I SHT. No. OF 3 Y 4'-0"' 7'-O" 23'-b" -f'-O" 4'-0" ol T} U ROOF 10 ROOF ��D ArICN� - - - - - - - �_= 5z - - - — — — -� i- - - - - - - - � - -- - - - - - �-1 I I b-hury uvluv T„ " I l a I r KL, Uvluv I I I J! r z Ty I�5 2-2 xl HDR. I MIL. y s ,\o _r2-2 xl R. � ETC e�, y EXI5TIN6 I c�,, o ►louse 6>_ tL .- - - - - - -.. - - - -. - - - - _ \ry Tm +/e'" � � I I I I I 5EWND iL a FW6 Ob8 'Y•_ _ _ 13-II 7/8" M_L.HDR. �_ I 4' 4 --FIR / I I 2"XIO"R.R.®Ib"OG / - 2-2"xl2" HDR. - \ 2"XIO"R.R.®I "OG fi 2"X10"R.R.�Ib"OG ( I r 1 �) r CID. Q 0. o "XIO" . "R. I 16" I 1 I ' c I " II �" / I I b—i anv I � b—ry �Itv r I w� ILAV I SMOKE / I ,�-� srrK 1 sw ILAv I MKc. i DETECTOR { o { I / FRf5N AIR"M I I I I I I— JL IILL I I \ DET ESMOKG D+� I I I J l I� { J Jo 0 I6" OC.\\ i TLU ! ROOF \I ►-i= \J,/ \ � )N5ULATION I I FIR5T - 14J-�b" J� � 1� J I !-U2' � F1R BELOW ,I \ / I ® — cl BEDROOM Hl1' I7 4 r 1,U2 4 0. r ~ p w SMOKE DETECTOR I GOtdI GT TO APPRDJED P.V.G.PIPE PITGtFD A5 PER N.Y.5,CODE FAI, 15MITARY 5Y57H 2'XI2' MAIN RID6E _ _ _ - Q -O° iO 14'-4" N l l I " V dZI Dx 2668 �b \ 2bb8 � 8 I 2 FLUMBING7 RISER D I BATH --2'Xi2 \ IN RIDR PR. s 1�-{-� �El SGA�LE: N.T.S 125 GFM E.F. / \ b"OG. I • m0 4"X4"�5T R x 4"X4" PO51�`\ 2bb8 125 GFM E.F. 4-1 -7 8 ML,HpR - ® I I I 4 I 0 / LAUND 2"xl2" HDR 2:32:., 2.. 32 " t i 1 / I i O I -� \ ` � 2" X 12" RIDGE BEAM I ( // Olvi INERT RR.R. N 1 TYFIGAL ROOF GONSTRUGTION 2"XIO"R.R.�16'OG " �� r 16"O I O N I l ASPHALT 5HIN6LE ROOFING t I I 1 to I i0'-$" i OVER 15# ROOF FELT ON 1/2" CD X PLYWOOD D_ EATHIN6. 2" X 10" ROOF RAFTERS a 16" O.G. UNFINISHED — — — — — — —!-l- - - - - --- - -1�3Ia � —Flo- - - 2" x 6" RAFTER TIES ATTIC a 32' O.G. PIC� � I B OW IIfI III I I { �lNFINISHE� GAL GEILINO GONSTRUGTION . 1 1 q ATTIC P X 10" GEILIN6 JOISTS ® 16" O.C. R-30 BATT. INSULATION Ii - - — — — — — - - - - - - - - - - - - - - - - - - -- , I - ' I l'r . I"?C8" FASCIA WITH ►'"X2" TRIM "�P r CONTINUOUS SCREEN VENT 12 GYP. D. FINISH __ •/ B I ! I I I I I T. 4 5. 3 GOAT JOB l TYPICAL NALL G0N5TRUGTI0N 11 II I { lI t I CEDAR PERFECTION 5HINGLE5 t l_ - _ _ _1J _ _ - __ _ _ h- - - - -I �° I L'�ASI�� TYVEK HOUSE WRAP 1/2" COX PLYWOOD � - - - - - - - - - - - - - - - - J • _ _ _ _ _ I BATH ����� Q SHEATHING ON 2"X4" NO. STUDS R Ib" O.G. SEGO�ID FLOOR Li�/1� AREA 140�i 5Q, FT. J R-15 INSULATION a uj 5'-2" 3'-8" i'-i" 3'-I I" Tl'PIG OOR GONSTRU TIO 24.5 SECOND FLR. ELEV. TJI F. J. ® 16" O.G. I z O 45'-b" L PLYWOOD SUBFLDOR Z uj Q _J CD l Q �- SLGO�'D FLOOR FLAB - - -� , 1 I a r 3 5GA.LE: 1/4`� _ 1,_0„ , � !i I i� t' i MA5TER MASTER Q :� t e BEDROOM , OPEN IN C FR OT�GT I ON BY SEE DE FAIL SHEET FOR -r- - 14.5 FIRST FLR. ELEV. v y ,� � /� f ! /� � f ( TYF G FLOOR CONSTRUCTION m Y O�,./ D STRU� I URAL FAI `t1..._LS H I C-,;H l� I ND GONNEGT I O1� ��- 17 . " JI FLOOR JOISTS a 16" O.G. 3/4"INcilh AIM O FUR.SUANT TO 1 C Oq : 1 .4 SEE REOU I REMENTS - 6RADE GE1ITER 61ROER GRADE FIRE STOP PER , T NY5 CODE (TYP) FAS I EN I I�G7 SC-,,HEDULE ON �.a� 2 R ' E 5,LL PLATE �,,!`,� TERMITE SHIELD " DIA. 5TAND RD kJEI6HT 5EAGE 1/2" VIA. ANCHOR BOLTS 45'-0" O.G. DETAIL SHEET IN THIS SET N A 3 OLUMN .- ON A 30 X 3C''" XIS" 8" POURED CONCRETE FOUNDATION , POUR.I COt 'RETE 2" POUREDCONCRETE SLAB &.0 CRAWL SPACE ELEV WALL ON A 8" X ib" POURED U 1 FINE.'. (TYP) 4 MILL V POR BARRIER CONCRETE FOOTIN6 t11 LIQUID MEMBRANE will DESIGN CRITERIA wATERPROOFIN6 COVE OVER FOOTING X C- ROIJIO WIND 555MIG 5U5_ECJ TO DAMAGE FROM t \ t WINTER ICE 5f11>=LD FLOOD UV`` DEAD WALL 5H'iATHIN6 USE/ NF16HT FIRE TYPE OF i L OA 5�ED GATE5 ROST DE516N UNDERI.AYMENT HAZARDS LOAD LOAD ROOF UPLIFT LOAD 5UGTION LOAD OGGUPANGY AREA GON5TRUCSTION LOAD 'PH) CATEGORY Uh'E TEMP R.EGIVIR.ED GLA551FIGATION — YEATHERIN6 TERMITE DECAY `' SHT. No. 45 P� 120 5 5=VE.RF 36' MO�JITE %.&r TO II YES FROM lggb 40 PSF 20 PSF PERIMETER W6E ZONE ■6.'12 PSF M6E ZONE , 35.6 P5F R-a 2l'-0" FIRST FLOOR . 1500 TYPE V TO WAVY MO�RATE FjPM MAPS 1NTEFJOR ZO$E - 51.4 P5F INTERIOR ZO>E = 28.4 P5F SECOND FLOOR 1 ! I \( 3 SCALE: I/4" = 1 '-O" ,.�FtE�D ARf,�f, GENERAL NOTES I. CONTRACTOR SHALL (CHECK AND VERIFY ALL CONDITIONS TO THE SiTE 15, MAINTAIN 2" MINIMUM Gt.EARANL:E BETWEEN ALL STRUCTURAL FRAMING 'PRIM To STARTING OFF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH , 7T. PLYWOOD DECKINI6 SHALL BE EXTERIOR GRADE PLYWOOD NTH EME5 rt: R_„.":r:'.� � Z NB4BER5 AND FIREIzL.ACE OR CHIMNEY MASONRY. T o• 02��C �. _ THE INTENT OF THESE PLLANr ADD MAKE WORK A6R.EE WITH SAME, SOLID BLOCKED OR PLY CHIPS. 1 16. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRID6IN6 OR ,Sr ___kc, 0 2. CONTRACTOR OR oWWR SHALL OBTAIN A BUILDIN6 PERMIT FROM THE BLAC.KiNS 0 INTERVALS NOT EXCEEDIN6 E16HT FEET. 25. ALL STRUCTURAL. STEEL SHALL BE A-56 STEEL AND SHALL BE °�Tr OF , s• TOWN OR VILLAGE PRIOR TO STARTING WORM INSTALLED AS PER A.15.6. r".�. n. ALL FLASHIN6 SHALL BE All"". 5. CONTRACTOR SHALL OBTAIN ALL REQUIREPERMITS,D APPROVALS, PITS, 2q. ALL DRYWALL SHALL BE U.5.6. NATIONAL 6YP5UM CO. 1/2'THICK, CERTIFICATES OF OCCUPANCY,INSPECTION APPROVALS, ETC.,FOR WORK 15. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS KITH "HURRICANE TAi M AND SPAOaM THREE COATS. PERFORMED FROM A6E:NUES HAVIN5 JRiSDICTION THEREOF. CLIPS'0 164 ON CENTER. 50, ALL DRYWALL SHALL SE PRIMED AND PAINTED(2 FIN!SH COATS). UeHT GALOUL TION WINDOW # 6LASS AREA VENT AREA � 4. ALL HORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE 14.ALL INTERIOR DOORS SHALL BE STAIN eRADE 6-6'HI6H X 1-5/5' 2032 4.21 2.48 PREVENTION AND BUILDHIN6 CODE AND ALL RULES AND R)_6ULATION5 OF THE THICK X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. ALL 31. ALL MOLDIN65 AND TRIM SHALL BE STAIN 6RADE,AS SELECTED BY Tom' DOOR5 SHALL 13E FINISHED AS PER OWNER. OW NM MASTER WINDOW 6LA5S AREA /FLOOR AREA=34AI/285=12.2% 2046 (0 31 3.1 5. 1F IN THE COURSE O)F CONSTRUCTION A CONDITION EXISTS WHICH 20. DO NOT 5CALE DRAHN&5. WRITTEN DIMEN510N5 SUPERCEDE SCAL® 32. ALL FINISHES ANTERIOR AND EXTERIOR)SHALL MATCH EXISTING AS BEDROOM DISA6REE-5 WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR DIMENSIONS. ARCHITECT HAS NOT BEET! RETAINED FOR ON SiTE C'L'�AS POSSIBLE. 2052 ?.3 7 4.31 SHALL STOP WORK AMID NOTIFY THE ARCHITECT. SHOULD HE FAIL TO INSPECTIONS AND/OR OBSERVATIONS OF THE GONSTRUGTiON. 6REAT ROOM/ WINDOW 4 DOOR &LASS AREA /FLOOR AREA= 205b ?Sq 3.? _ FOLLOW THI5 PROCEDWRE, AO CONTINUE KiTH THE KORK,HE SHALL 33. CARPETING SHALL BE SUPPLIED AND INSTALLED BY THE OWNER. NOOK 86.32/564=15% A59.lf-E ALL RE5PON5!t:SILITY AND LIABILITY ARiSIN5 THEREFROM. 21. OR M65 AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND 24310 6.317 3.66 SHALL REMAIN THE MOnRTi'OF THE ARCHITECT KHE HE'.THE PROJECT 54. 6MR SIAALL SELECT ALL COLORS. DININ6 WINDOW &LASS AREA/FLOOR A A= 34.4/218 =I696 6. 6RADIN5 AROUND NB RUC W CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE EXISTING. USED ON ANY OTHER PROJECTS OR EXTt'.N�ION5 TO THiS PROJECT EXCEPT 35. ALL PLUMBIN6 SHALL BE IN STRICT CONFORMANCE KITH NEW YORK ROOM 2446 ?65 4 38 BY AeFa-IEDIT IN i^RJTI% AND WITH ADEQUATE COMPENSATION TO THE STATE BUILDING CODE, THE NEW FIX RES INTO EXI5TINS SANITARY 1. ALL FOOTiN65 SHALL S!AR ON UVtSTUR.BED SOIL WITH A MINIMUM SOIL ARCHITECT. SYSTEM. 2456 C1.56 4.35 '� I > PRESSURE OF 2 TONS fPER 50.FT.MD SHALL HAVE A MINIMUM OF 3'-0' VENTI ATION CALOULAI10� OF COVER. 22. PATCH AS REWIRED ALL AREAS WHERE EXISTING'HAS BEEN REMOVED 56. CONTRACTOR SHALL DETERMINE WHETHER THE EX 7`149 ELECTRICAL 2852 10.48 5 88 AID/OR NEW WORK ADUTS EXISTING. WHERE EXiSTiNS WALLS ARE RrMOVID `.NICE 6 WTIGIENT TO SERVICE THE NEW ADDITION AND SHALL 6. ALL CONCRETE SHHAL. B--2500 PSI CONCRETE 0 25 DAYS. OR NI!H OPEMN65 ARE CALLED FOR IN EXiSTIN5 WALLS,PRIOR TO NOTIFY THE OWNER AC40RDINOLY, ALL EL.ECTRiCAL WOP.K SHALL BE BOARD MASTER WINDOW OPENING AREA/ FLOOR AREA =11.16/285=4.2915 285& 11.22 5.05 REt4OVAL OF EXI5TIN 5 KNA.5, CEiLI45 BEAMS, ROOF F'AFTER51 ETC, OF FIRE UNDEWRITER APPROVED. INSTALL AS PER OWNEmR$ DIRECTION BEDROOM q. DESIGN LOA05i FIRSTT FLOOR-65*/5F LiVE LOAD CONTRACTOR SHALL SPACE EXISTING AS RE-01RED UNTIL NEW HEADER AS ANY AND ALL iNTERCOM, TELEPHaLF, AND/OR TV ANTE101A WIRING IN 3046 10.51 5,?3 RODE-5C0#/4r -LIVE LOAD SQEUi IED 15 INSTALLED, KALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL 5EC4N0 FLOORS,ANDlOR GREAT ROOM/ WINDOW d DOOR OPENING AREA/FLOOR AREA = OVL 32 MOM -SO#/5F LIVE LOAD CONTROL K!'?! Y N6 SHALL RN CONCEALED IN HALLS, t 1 ' CEILING-:"/5F-LNE LOAD 23, CONTRACTOR SHALL REQAUTE AS REQUIRED ALL EXI5TIN6 PLUMBiN6, CEIL INSS. VERIFY OUTLET,SWITCH AND LI&MM5 LOCATIONS WITH NOOK 45.22/564=896 2030 ELECTRICAL,AiR-C47ND!TIONN6, AND HEATIN6 0C-5 WHICH iNT'ERFERE 01,,MR PRICK TO IN5TALLATIOM. 10, DES16N TIMBER STRESS -DOLM 5 FiR SOUTH,NO.2 6RADE FB • KITH NEYH CONSTH'zUUCTiON. DININ6 WINDOW OPENING AREA /FL.00R AREA= • S25 PSI,E • 1,2OOp00 PSI. 3"T. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMiNi6 AND 24. ALL"MICRO-LAM`LAMINATED VENEER UMF,-R TO BE DOU5LA5 FIR AS PROVIDE DOUBLE HEADER JOISTS AT ALL OM N65. ROOM 14.01 11. ALL HEAD>R5 SHALL i6E(2) 2'X8' IN'2"X4'WALLS t (V 2"X(8"iN MANTACnXW BY TRUS,JOIST C W.OR WJAL. SIZES AS INDICATED ON 2'X6"WALLS UNLESS MOTFD OTHERWISE. PLANS. MICRO-LAM INSTALLATIONS SHALL BE iN STRICT CONFORMANCE 38.THE CONTRACT�6EtERALLY INDICATE THE SCOPE AND QUALITY KITH MANUFACTURERS 5PECiFICATIONS AND P.EGOMi!NDATIONS. OF THE WORE,BUT ARE NOT PRESEWW A5 BEING FREE FROM ERRORS OR 6066 23,?8 14.12 Lu k;`" � L2.ALL HEADERS SHAD.IBEAR ON 4'X4'P05T 0 2'X4"WALLS OR 41X64 OMISSIONS,AND ANY WORK GALLED FOR IN T}F SPECIFICATIONS AND NOT GELD P05T 0 2'X6'WALLS UMILE55 NOTED OTHERWISE. 25. ALL METAL J015T HA,45MS AND OTTER METAL CONNECTORS REQUIRED SHOWN ON THE ORMN55 AND NOT CALLED FOR IN THE Sr-TOIFiGATIONS 15 TO N-011 SHALL BE"TECO CO M- TORS'OR EQUAL AND SHALL BE CAPABLE OF BE PERFORMED AS F THE HORN HAS CALLED FOR IN BOTH,MY AND ALL 15. FURNISH AND iMTALLL 5149LE STATION SMOKE DETECTING ALARM HANDLII9 LOAD5 0 CONNECMON POINT'S^ IN5TAf.L.ATION5 5HALL BE iN HORK A`0 ANY AND ALL MATERIALS NOT LISTED IN THE BID DOGUHENT5 THAT ALL MULTIPLE WINDOW UNITS A5 SHOWN ARE NOT TO BE MULLED. EACH UNiT DEVIa IN COMPLIANCE!WITH NEW YORK STATE BUILDIN6 GORE. STRICT CONFORMANCE WITH MAX)FAGTURER5 SPECIFICATIONS AND ARE REQUIRED OR CAN BE RF..Ar.70NABL.Y OR NORMALLY BE INTERPRETED OR SHALL HAVE AT LEAST (2)2X4 JACK d STUD EACH 51DE OR 2 JACKS, TABLE 160q.1.4 1E-G �- OMMENDATION5. INFERRED,TreZEFORE,SHALL BE F"!SHED AND INSTALLED BY THE WIND-BORNE DEBR15 PROTECTION FA5TENiNG 56HEOULE 14. ALL WINDOWS SHALL-BE WHITE PEf tA-SHIELD WITH H16H PBRFORMANGE CONTRACTOR. FOR WOOD 5TRXTURAL PANELS 6LAZIN6 AS MAgr-ACTITIRED BY ADDERSEN NVOWALL5 OR EQUAL INCLUDE 26. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND IN5EGT SCREENS AND JolAMS EXTENDERS AS REQUIRED. ALL OPENII465. HURRIOANE FROTEGTIO PANEL PROTECTION PANELS SHOULD BE AT LEAST 4" LARGER THAN THE WINDOW FASTENER 2 FEET 4 FEET 6 FEET UNITS ON EACH SIDE. PANEL 5PAN < PANEL SPAN < PANEL SPAN < PANEL SPAN IN CASE OF A MULTIPLE WINDOW UNIT THE PANEL SHOULD BE 2 INCHES WIDER TYPE < 2 FEET < 4 FEET < 6 FEET ( 5 FEET d, ON ONE SIDE OF THE WINDOW WHERE IT COMBINES WITH ANOTHER WINDOW. 2W01 SOD hY�D#SaGREWS 16" 12" L16HT Gr�LGULATION �- w 0. TH15 TABLE BASED ON 120 MPH HIND 51TED5 AND A 33 FOOT MEAN ROOF H-i6HT. W BEDROOM#I WINDOW &LASS AREA /FLOOR AREA=34AI/156=132% b. FASMM- SHALL BE INSTALLED AT OPPOSING ENDS OF THE 161000 5T12UGTLURAL. PANEL. CL �ss c.NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. IN �; EYJMULTIPLE WJNtz IT P _ D 2 I �Ay ATT D IITIRL Z NAPE VIBR�A IT ONE-DRETO TMM NRANYG OR NiORSAHAVi1 Ya M MUMhU ULTIMATE BE ��C) O �K F THE WlN H WITHDRAWAL CAPACITY OF 4g0 POUND5. L� _NTHL TION G61C U .ATION e• HOOD STR)CnRAL PAf11915 SHALL HAVE A MiNIKMM THICKNE-55 OF lAb INCH(11.1 POR6R GONNEGTION �-- BEDROOMM NINDOW OPENING AREA/ FLOOR AREA Simpson 5RAFT U210 2X6 RAFT BEDROOM#2 WINDOW OPENING AREA/FLOOR AREA = 8,?5ACIO 55=4.6% AT EACH ERR W/4-IOd x • 1 1/2" NAILS. NOTE, ATTAkCH LEDGER TO FRAMIN6 MEEMBER i V2-I/2"X5" J, LA& BOLTS AT 16" ON CENTER 3'_1OJ•" StTpAnStrcongo U210 2X6 ;q.�61RDER TO A RAFTER CONNECT 2'-10' �✓'-1" EACH GIs LLIIN6 JOIST USE MT5 12 W/8-I6d NAILS W/4-I06 X 1 1/2 NAILS 61RDER TO P05T CONNECT PROTECTION USE 24,04 W/14-I6d NAILS PANEL I ' (V 4" 2032 i LARGER AL ! ►n in • I AARL 24 OUti.!D 3 10 DECK J015T TO &IDER CONNECT USE MT5 12 w/6-I6d NAiLS Simpson Strong-Tie, U210 2X6 3'-6" Z v AT EACH D!ECK/PORGH JOIST 28x8" CCA ol t i W/4-I0d X II 1/2" NAILS 2"XIO" GGA LEDGER P05T TO 2-2XIO GGA 61RDER CONNECT USE 2 AG4 W/14-I6d NAILS i O 61RDER TO POST CONNECT USE 1 2-8" I-- uj P05T TO CON(,.PIER 2-AG4 W/14-I6d NAILS g -� CONNECT USE PB5 44E W/14-I6d NAILS I kz L2Z3 1 J j 205 2456 2852 285& 1 \ / ; ALL WINDOW5 PER 'ANDERSOW HINDOW AND DOOR 4-1 irir V/ _` S ' n A 5HT. No. OF CORNER AND PARTITION POSTS RAFTERS AND GEIL J015T5 OR APPROVE �O ARC ROOF TRUSS 16 TOP PLAT THIRD 5TUD AND/OR PARTITION INTERSEGTIN6 TOP PLATE- BAGKIN6 5TUD5 SHALL BE PERMITTED TO BE TOP PLA SECOND STORY SEE DRILLIN6 AND NOTCHING PROVISIONS OMITTED THROUGH THE USE OF WOOD BACKUP CLEATS OR METAL DRYWALL CLIPS THAT WILL J015T 15 PERMITTED T SERVE A5 ADEQUATE BAGKIN6 FOR THE FAGIN6 STUD 5 :'. FLOOR JOIST- BE GUT OR NOTCHED WALL STUD- MATERIAL. WEE THESE L � . . ,,... SEE DRILLIN6 AND SEE DRILLIN6 AND s� ��`. �Jr,�• y0 z BET IMITS BOTTOM PLA NOTGHIN6 PROVISIONS NOTGHIN6 PROVISIONS BORED HOLE MAX BORED HOLE MAX re or WFGM SECTION 3.3.1.1.1WFGM SECTION 3.4.1.1.1 E DIAMETER 4096 QFRAMINC DETAILS OF 5D DEPTH OF STUD DEPTH — �� � 5/8" MIN, TO EDGE � o �, 5/8 MIN. TO EDGE OR BLOGKIN5 OIST ENDS TO BE 5/5" MIN TO E06E. BLOCKED AGAINST 5/8" MIN. TO :EDGE p TOP PLA BAND J015T AND BRID61N6 ROTATION IN A(60RDANGE OR BLOGKIN& SEE WFGM SECTION 3.5 WITH WFGM 3.3.1.3-END RESTRAINT NOTCH MU5T NOT EXCEED NOTCH MUST NOT EXCEED BEARING AND 3.3,1.4 BRI06ING Ibd NAIL AT 24" O.G. 6YP5M BOARD INSTALLED IN 40% OF STUD DEPTH 25% OF STUD DEPTH WALL AGGORDANGE WITH WFGM TABLE 5.1 I IN.x4 IN. RIBBON LAP JOIST 3 IN, MIN. GUT INTO STUD - IF HOLE 15 BETWEEN 4096 AND 60% BOTTOM PLATE FOR FIRE BLOGKINC7 BORED HOLES SHALL NOT BORED HOLES SHALL NOT OF STUD DEPTH THEN STUD MUST BE BAND JOIST BE LOCATED IN THE SAME DOUBLE AND N6 MORE THAN TWO OR BLOGKI WOOD STRUCTURAL PANEL BE LOCATED IN THE SAME CRO55 SECTION OF GUT OR W GR055 SECTION OF GUT OR SUCCESSIVE STUDS ARE DOUBLED SILL PLAN J015T ,4 d NAIL AT 6" O.G. INSTALLED IN ACCORDANCE NOTCH IN STUD NOTCH IN STUD AND 50 BORED Qy ALL PANEL ED6E5) WITH WFGM TABLE 3.1 • 8d NAIL AT 12" O.G. ON ALL CRAWL SPACE 5UBFLOOR FRAMIN6 MEMBERS NOT AT• OR BASEMENT EFOUNDATION MONOLITHIC PANEL EDGS Y GM I qq5 SBG H16H HIND ED INDD HGM I qq5 5BG H I C H HIND ED } SLAB-ON-GRADE FOUNDATION (a) OUT51 DE CORNER DETAIL SEGTION 5 .4 .5 . 1 . 1 SEGTION 5 .4 . 1 . 1 . 1 F I 6URE 5 .2B EXTERIOR GORNER FRAMING NOTGHIN5 AND BORED HOLE LIMITATIONS NOTGHINC-7 AND BORED BOLE LIMITATIONS 1 PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING FOR INTERIOR NONBEARI NC WALLS FOR EXTERIOR FALLS AND BEARIN6 FALLS E3EARIN6 WALL , ROOF FRAMIN DOUBLE TOP PLA 2x4 CONTINUOUS TY�'I HALL, F LOOR AND ROOF FRAMIN6 LATERAL BRACE AT 6' O.G.GTRU55 OR GEILIN6 JOI5T I ENDWALL JOIST "° 2-IOd NAILS 111EIPP D5 TY !CAL GABLE END TRU55 WIND-BORNE DEBRIS PfROTEGTION FASTENING 5GHEDULEF � GONNEGTORS z FOR WOOD 5)TRUGTURAL PANELS A A A RE IRED BLOGKIN5 FULL LENGTH FASTENER 2 IFEET 4 FEET 6 HEADER 5 FEET BLOCKING L STUDS TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN NOTE: t 2 FEET < 4FEET < 6 FEET < 8 FEET __ UPLIFT CONNECTION 15 REQUIRED � i�AIL5 SEGTION A-A AT BOTTOM OF HEADER HEADER IN N UP ADDITION TO GONNEGTOR5 AT 2 1/2" #6 16" ib" 1214 �" CJ QE! WALL 5R D5 AND AT TOP AND 5d COOLER NAILS AT 10" O.G. WOOD 5CREW5 I BOTTOM OF CRIPPLES 2"x4" BLOCK NAILED TO EACH WOOD#5GREWS I6" 16" ib" 12" BRACE WITH 4-I0d NAIL5 Q GYPSUM BOARD Q a. TH15 TABLE BASED ON 110 MPH WIND :SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE W00D STRUCTURAL PANEL. FLOOR R GIN TEND � 5d COOLER NAILS AT 7 O.G. 20 6AU6E STRAP TYF I GAL FRAM I NC AND UPLIFT c. NAILS SHALL BE IOd COMMON OR 12dI BOX NAILS. (HFGM FIGURE 5 .6b) GONNEGT I ONS FOR OPEN I NC 5 10-8d NAILS d. WHERE 5GREW5 ARE ATTACHED TO M+A5ONRY OR MA5ONRY/5TUGG0, THEY SHALL BE FACE OF FOOTING A T TAGHED UTILIZING VIBRATION-RE56T;ANT ANCHOR5 HAVINO A MINIMUM ULTIMATE 8d NAIL AT 4" D.G. W WITHDRAWAL CAPACITY OF 4`10 POUND'S. cy- e. WOOD 5TRUr TURAL PANELS SHALL HAVE A MINIMUM THIGKNE55 OF 1/16 INCH (11.1 m) �77 }ram /Jy\ EN�D�ry/WAL[LA�� STUI J 11 + 6A LE END! {/ `LL ✓ Rf ��/ 1 � i V f�tO.N WAL WATER 12 MAX. � � " WAL WAL GL05ET --NA (NFGM F ( SURE 5.60) L% Y4 11 OR BID " LL IL5 BASED ON o lotSHEAR WALL REQUIREMENT5 v - Q R 1 DG E TEN51 ON STRAP �- USE 8-8d GOMMON NAIL.) TUB H IN EACH END OF 1-114 NO GEILIN6 CENTER 2x BLOGKIN5 H/3 BUT NEED NOT 20 GAUGE STRAP 21 C,�EARA�ICE 21 C�EARANGE DIAPHRAGM ON SHEATHING JOINT H/2 BUT NEED OT EXCEED 40 FT. M 24' GLEARA! r " ,/ REQUIRED XGEED 15 FT. MAX. IN FRONT OF 21 G EARAN„E 15/32 WOppD 55 TURAL PANEL ON GABLE FAGND ON WALL BELOW LAVATORIES, TUB BASED ON 5HEARWALL REQUIREMENT5 ,OWER RAFTER � } : � .— s �, 1�� CABLE ENDNALL, BALLOON FRAMiN� FOUNDATION GLEARANGE FROM SLOPES I` VIA TER GLO5ET5 PREFERRED METHOD z o _ RIDGE BEAM K �u z • R00� RAFTER ,..... EXTERIOR OR BEARING WALL RIDGE TENSION STRAW DETAIL o � I NOTCH 6REATER THAN 50% OF THE PLATE WIDTH 20 GA. STRAW I6 6A6E (0.054") AND I.5" WIDE TABLE R50I •4 C� METAL TIE AGRO55 AND TO EACH ^ _ W(b) 8d NAILS NSIDE OF AILS E EACH SI1DE THE NOTCH w+TH 8-Ibd MINIMUM UNIFORMLY DISTRIBUTED NAIL EAGH SIDE LOADS (PSI) }° NAIL AT 6YP5M BOARD INSTALLED IN TOP PLA 5 P(,l L 6 O.G. AGCORDANGE WITH WFGM TABLE 5.1 USE LIVE LOADLL PANEL EDOE5) r-= - PIPE EXTERIOR BALGONIES 60 S A PANELDECKS 40 INSTALLED LED IN ACCORDANE 16d NAIL AT 24" O.G. WITH WFGM TABLE 3.1 PASSENGER VEHICLE GARAGES 50 r ATTIC, WITHOUT STORAGE 10 x TOE '�� TE FRAM I NC &d NAIL LAM 6 O.G. ON ALL ATTICS WITH 5TORAOE 20 c- o MEMBERS AT PANEL S • o o ED6E5 AND 12" O.G. ON ALL 4.0 Sim San Strong-Tie, P� • TO AGGG)MMODA I E P I P I NG PANEL E GESBERS NOT AT ROOMS OTHER THAN SLEEPING ROOMS 40 A35- Gh imney Framing - SLEEPING ROOMS 30 Sim son Strong-Tie, SHT. No. p g STAIRS 40 FHD (b) INSIDE CORNER DETAIL , GUARDRAIL5 AND HANDRAILS 200 R 00 �= RAFT R / F<­N1 � �r F T A L 2 GCORNER BRAG I N(3- DE 'l A IEXTERIOR CORN R FRAMING SG ALc: N.T.Q. 3 SCALE:: N.T.S. aF 2 (TABLE 3.1 HFGM HIGH HIND EDITION) The design of this structure is based upon prescriptive approaich using the 6ENERAL NOTES: r " NA I L I NC SGHEDULE Wood Frame Construction Manual (WFGM) published by The American Forest and Paper Association. 1. All works shall be performed in accordance Hith ail state, Non-structural elements are based upon The New York State Residential municipal, local zoning and building codes and ordinances C Gode-January 2003 having Jurisdiction and best standards of construction g���^ tt.Sp AR y��� T JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING For the Climatic and 6eogrophicai Design Criteria, see Tale R301.20) on cover practice. �� \�� y��� C� sheet. The American Institute of Architects Conditions shall apply 4, ,� - •> RAFTER TO TOP PLATE (TOE-NAILED) 4-8d PER RAFTER All non engineered lumber to be Douglas Fir#2 or better . to all work performed on this project. Wind Llmitotions-Section R301.2.1 2. The Contractor shall verify all conditions at the site. AnyIEI GEILIN6 J015T TO TOP PLATE TOE-NAILED 4-8d PER J015T Design Grlter►a-Section R301.2.1.1. (See Table R301.2.1.2. for Wlnd-Born Debris discrepancies must be brought to the attention of the Architect y� GEILIN6 J0157 TO PARALLEL RAFTER FAGS-NAILED G-I6d EAGH LAP Protection prior to commencement of construction. The Contractor shall be FasteningSchedule For Wood Structural Panels) responsible for corrections not reported once he has started work GEILIN6 JOIST OVER PARTITIONS FAG%E-NAILED q-I6d EACH LAP p p Dead Load-Section R301.3 except for hidden job conditions. '1 o. 02A y0 COLLAR TIE TO RAFTER FAGS-NAILED 6-Sd PER TIE Live Load-Section R301.4 3. Contractor shall guarantee to the Owner that all materials and fi or-r!f`°'1 Z Light and Ventilation-Section P-303 equipment incorporated in the work will be new, and that all work BLOCKING TO RAFTER (TOE-NAILED) 2-Sd EAGH END Minimum Room Area-Section R304 will be of good duality, free from faults and defects for a period I fQ TRIM BOARD TO RAFTER END-NAILED 2-I6d EACH END CeilCL 5onta Heighton-5e lion on 6 of one year form the date of the final Certificate of Occupancy. Sanitation-Section R306 WALL FRAMING 4. The Architect shall not be responsible for the construction means, Toilet Bath and Shower Space-Section R307 method, techniques, sequences or procedures, or for the safety 2. .TOP PLATE TO TOP PLATE AGE-NAILED 2-16d (5EE NOTE 1) PER FOOT 61azing-5ection R305 precautions and programs in connection with the work, and he W Garages and Carports-Section R3Oq shall not be responsible for the contractors failure to carry out TOP PLATE AT INTERSEGTIDN FAGS-NAILED 4-Ibd JOINTS-EACH SIDE P y Emergency Escape and Rescue Opening-5ectlon R310 the work In accordance with the construction documents. The ! STUD TO 5TUD AGE-NAILED 2-I6d 24' O.G. Exit-Section Rail Architect shall not be responsible for the acts or omission by t Landing-5ectlon R312 the contractor No changes shall be made in the documents HEADER TO HEADER AGE-NAILED 16d i . A O ED E Ramps-Section R313 and/or the building as designed without the expressed written TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2X4 5TUD 5tairwoy-5ectlon R314 consent of the Architect. Hands- -Section 5. The contractor and all Subcontractors shall maintain continuous 3-I6d PER 2X6 STUD Guards-Section R316 3ib Insurance coverage statutory policies (worker 4-I6d Smoke Alarms-Section R317 y R X8 TUD Foam plastic-Section R318 Compensation, etc.) and general liability In on mount not BOTTOM PLATE TO FLOOR J015T, BANPJ015T, ENDJOIST OR BLOCKING Flame Spread and Smoke-Section R31q less than $ 5 million and automobile liability and damage fl! FAGS-NAILED) 2-I6d (5EE NOTE 1,2) PER FOOT Insulation-Section R320 coverage not less than $ 2 million. The Architect shall be Dwelling Unit Separation-5ection R321 named Insured on any and all 6 policies. FI�OOi� TO FLOOR FLOOR FRAMING Moisture Vapor Retarders-Section R322 . Provide 0.025" aluminum termite shield over fibrous ��1 Protection Against Decoyy-5ectlon R323 insulation at all perimeter sills. 51M50N STRONG - TIE J015T TO 51LL TOP PLATE TO 61RDER TOE-NAILED 4-8d PER J015T Protection Against Term tEes-SectIon R324 7. All wood in contact with concrete or masonry to be Woimonized M5TA36 GO I `l i Y G T 101 `l ID6iN6 TO JOIST TOE-NAILED 2-8d EA OH N Site Address-Section R or pressure creosoted.325 8. � single station smoke detector alarm device shall be installed BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-�bd Accessib►lity-5ectlon R326 g EAGH O K Flood Resistant Construction-Section R327 In each bedroom, on all floors and shall be ail Interconnected per code. LEDGER STRIP TO BEAM FAGS-NAILED' 3-I6d EAGH J015T (I. All bathroom without operable windows to be mechonfcolly ventilated Foundation-Chapter 4 as per New York State Code. J015T ON LEDGER TO BEAM TOE-NAILED 3-8d PER J015T Design based upon presumptive load bearing values of sandy glrovel and or 10. Heating to be designed to provide 70 degrees F. with outdoor A. D J015T TOJ015T ND-NAILED 3-I6d PER JOIST grovel at 3000 Pounds designed air-temperature of O degrees F. and 15 MPH wind.per square foot. Contractor to consult Arcltect if different sail materials are II. All electrical work to be In accordance to the rules and .-� BAND J015T TO SILL OR TOP PLATE (TOE-NAILED) 3-I6d PER JOIST found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is ROOF 5HEATHIN6 or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. �-- 12. Plumbing Installation to comply with State and Local codes 5TRUGTURAL PANEL5 8d (5EE TABLE 3h) Foundation Notes: and the sewage disposal System to meet Health Department standards. I/2" Ancor Bolts (S5TB-28) See chart on this sheet for spacing 13. Do not scale drawings. Use Figure dimensions only. 'DIAGONAL BOARD SHEATHING &" poured concrete foundation wall, &'-0" high, 3000 # test 14. All work to conform to the rules and regulations of the New York X6 1" " UP OR 1"X8" 2-8d PER SPORT Mfn►mum de th-5ectlon 403.1.4, 48' minimum coves e to to of foot►n Energy Conversation Construction Code. All glazed area to be double p g p g lazed and ail exterior door to have insulated cores. Z, I!"XIO" OR WIDER 3-8d PER SUPPORT 16"x8" poured concrete wall footings, 3000# test 9, me Insulation protection as indicated on these plans exceeds :2-1 3/4"xtl 7/5" Microlom 6lyder (or 3 1/2"xil 7/8" Power Beam) 6EILIN6 5HEATHIN6 4" poured concrete floor slab with bx(ox#10 mesh and vapor boirrier' the Code's minimum standards. 61PaM KALLBO.ARD 5d GOOLER5 I" E06E / 10" FIELD Damp proofing at exterior foundation below grade-5ectlon R4,06 16. These drawings and specification are Instruments of service and 30"x30"xl2" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for / WALL 5HEATIHN6 which the made Is execvted or not. They may not be used C) 5TRZ'PJRAL PA,NEL5 8d (5EE TABLE 3P) Deck and porch flootings as noted, 3000# test, 45" minimum buried depth on any of er protect except by written authorization of the Architect. {{ Q I7. Architect has not been retained for site supervision, on-site I ins ection and certifications as required or requested the Owner, " 0 F{►ABOARD PA1r'EL5 Foundation wall to extend a minimum 8" above finished grade p G. q by bd All footing to be carried down to undisturbed soil contractor or local building department. SIM DN STRONG - TIE 3 ED6� / 6 FIELD g J , No footing shall be set higher than a 30 degree angle from any other footing MY 12 25i32" 8d 3" EDGE / 6" FIELD Pour no concrete on frozen ground or in freezing water. e5fP -' KALILBOAP0 5d GDOLER5 I" EDGE / 10" FIELD Provide 3 1/2' steel lolly columns. H Bockfill shall not be placed against the wall until the wall has s5ufficlent UPLIFT - CONTINUOUS PATH CONNECTORS HOARD 8d (5EE TABLE 3.G) strength and has been anchored to the floor above, or has been sufficiently �� Q PA'zT1GLEBrJARD PANEL ad braced to revent dama e the backfill (Section R404.1.7.) USE 51MP50N STRONG-TIE CONNECTORS Z }-- _ (5`E TABLE 3.Q) p g � FOLLOW PRODUCT SELECTION GUIDE AND • � CIA JNAL BOARD SHEATH;N� Floors - WFCM Prescriptive Method. UJ Floor framing shall be naked in accordance with Table 3.1 WFGM1 H16H WIND INSTALLATION MANUAL FOR HIGH WIND RESISTANT • "Xb" OR 1"XB" 2-8d PER 5UPPORT EDITION. CONSTRUCTION GATALO6 C-HW02 Q LTP4 e Q i"X10" OR WIDER 3-8d PER SUPPORT Firebl ckIng - - Section R502.12 ANCHOR BOLTS IN FOUNDATION USE:Fireblocking - Section 1:502.13. FLOOR SNEAT}-li '' 55TB2b WITH BEARING PLATE, 5EE FOUNDATION �----: * NOTES FOR SPAGIN6 Floor Construction: SiRI TU�'AL PANELS Floor 05B plywood subfloor, fasten per Table 5.1 WFGM. SILL PLATE TO RIM JOIST USE: LTP4 u I' OR LE55 j 8d 6" E06E / 12" FIELD Floor Joists: see Foundation and Floor Plans, spacing as noted. LTP4 16" O.G. AT EXTERIOR PERIMETER Fasten per Table 3.1 WFGM.GR R EATE TI�A"! I" fOd 6" EDGE / b" FIELD � 2-2x6 GG A sill with termite AND 6ARA6E/HOUSE COMMON WALL shield and sill seal. ' IA60'�.A! 80AP,D SH`ATH;Na Finish floors per agreement. USE (4)-8d NAILS AT EACH END I°X, , OR 1"XV 2-Sd I PER 9,1PPORT Wall construction - WFGM Prescriptive Method. 6ARA6E STUD GARAGE SILL PLATE U5E: X"' 1- r ° 3-8d PER 51 'PORT Walifroming ondfin►shing shall be nailed and or screwed in accordance with SSP CONNECTOR AT 16" O.G. Av Table 3.1 WFGM USE (4)-8d NAILS AT EACH END 1. KAI' F_7=9YRE`'!'ENT5 AREA BA5ED C IN WALL 5'=_ATH!NG NAILED 6" ON-GETTER AT THE PANEL EDGE . IF WALL 5HEATIN5 15 NAILED 3" ON-CENTER 1 xb fascia, wrap A7 11 = PANEL EDC-E Overhangs as noted. RiM J015T TO STUD CONNECTION USE: SILL PLATE TO � I I I�/j JOIST AND TO OBTAIN Hi6 ER SHEAR GA�'AGITIES. NAILING QE�WRREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS Vinyl vented soffits. MT5 12, 16" O.G. 1GH AS 54-fEAR PLATES. A1luminum nutters and leaders.slding: see Elevations. USE (4)-8d NAILS AT EACH END �'I M JOIST TO STUD GONN�GTI ON Tyv . 1�j� SHALL BE USED TO MAINTAIN THEE LOAD PATH. ek housewrop FLOOR TO FLOOR CONNECTION USE:„ MSTA 36, i6" O.G. !I; �,, • 1/2 plywood sheathing, see fastening schedule, Table 3.1 WFCM. 2. WHEN WALL 5+4EATHINr GONTIN+JOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO 2x4x Studs a 16' o.c. with 2x4 shoe and double 2x4 plate USE (4)-5d NAILS AT EACH END I-6d NAIL PER FOOT. f/2" Gypsum wall board 5/5"Type X 6W5 in garage. RAFTER TO STUD CONNECTION USE: ("ABLE 32 AHFGM HiGH MIME) EDITION) 112" MR 6WB In wet areas MTS 12, EACH ROOF RAFTER op51MSON STRONG - TIE �- At least one window in each Sleeping room shall comply with the exit regirements USE b I6d NAILS AT EACH END 0MT530 OR MST12 0. SILL OR E:OTTM PLATE TO FOUNDATION ANGOR BOLT CONNECTIONS RESISTING LATERAL of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: v £ SHEAR LOADS Note drilling and notching limitations in figure Rb02.60) for bearing walls and HZ EACH ROOF RAFTER 10 figure R 602.6(2) for non - bearing walls. � A.NGtiDR BOLT GONNEGTIO FOUNDATION BRAGINC WALL PERMiTER MAXIMUM ANGOR BOLT SPAGINC Follow exterior corner framing detail figure R602.10.5 DECK P05T TO CONCRETE CONNECTION USE: PB544A FOR EACH P05T K LU 2 1 SUPr�ORT I rvC EDGE NAIL SPAC,I NC (I N) (I/2 ANGOR BOLTS) J - Roof assemblies - WFCM Prescriptive Method STUD TO ROOF RAFTER � CO 5!LL PLA c To FOUNDATION' ( 1 STAY ALL 46 Asphalt strip shingles shall have minimum of six (6) fsteners per shingle (section DECK POST TO GIRDER CONNECTION USE: (GRAYS' SWAGE OR BASEMEt:T) 2 STORY 23 I RGO5.6) G44 FOR EACH P05T G 0 T I Q O 23 G 0 N Underiayment application (Section Rg05.2.7a 61RDER TO DECK JOIST CONNECTION USE: WALL BOTTOM! PLATE TO FO1,1k0AT+O1,4 1-2 5TORY 3 iQ For roof slopes of two (2) units vertical in twelve (I2) units horfizontal (I7- MT512 6 EACH JOIST 36 percent slope), up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), PORCH P05T TO DECK USE: MOTE: MAX 12" r-P.O'-t EACH GC A'ER ANC EACH SPLfGE, PROVIDE BEARING PLATE BY 5IMP5ON SEE DETAIL. underlaument P5720 (AL16N WITH JOIST BELOW) ' shall toe two (2) lyers applied in the following manner. Apply A Iq-Inch (4&3)strip (TABLE 32 AWFGM HIGH WIN10 EDITION) of PORCH POST TO 61RDER USE: P5720 SILL OR BOT T M PLATE TO F=OUNDATiON ANGOR BOLT GONNEGTIONS RESISTING LATERAL vnderloyment felt layers with and starting at the eaves , fastened sufficiently to PORCH ROOF RAFTER TO 61RDER USE: hold in place. H2.5A AT EACH ROOF RAFTER SH�AR LOADS Starting at the eave , apply 36- inch wide (6114 mm( sheets of vnderloyment, O overlapping SHEATH I NC L OGAT I ON STUD SPAG IN C 5TRUGTURAL SHEATH I NC MAXIMUM NAIL SPAG I NC SHEATH!NC LOGAT ION STUD SPAG I NG BRAG I NC WALL PERM I TER MAXIMUM NAIL SPAG i NG successive sheets Iq inches (4&3mm), and fstened sufficiently to hold In place. OR PANEL 51 D I NC FOR ,5d M A OR PANEL SIDING FOR 8d COMMON NAiLS For roof slopes of four (4) units vertical In telve (12( units. GO MON NAILS �-- - SEE NOTE I (INGf-tE5 D.G) 5EE NOTE 3) I/2" ANCHOR BOLTS) Ice Protection (section Ra 5EE NOTE I (INCHES O.G) SEE NOTE 3 1/2" ANCHOR BOLTS) ,r � y E 6 Underiayment in High wind (Section RG05.2.7.2) 4" PERMiTED E (SEE NOTES 3 4" EDGE ZONE 16 Flashing (Section RcIO5.2.5) EDGE ZONE 16 F F 12 5EE NOTE 2 Chimney and fireplaces - Chapter 10 b SEE NOTE 3 1 E b Energy Efficiency - Chapter 11, see attached report INTERIOR ZONE ib E 6 INTERIOR ZONE i 16 Mechanical - Chapter 12 VJ F 12 General Mechanical System - Chapter 13 F 12 5EE NOTES 2 v Heoitng and cooling equipment - Chapter 14 GABLE ENDWALL RAKE AND RAKE TRU55 E 4 5EE NOTE 4 E= NAIL 5PAGING AT PANEL E6DE (IN) Exhaust 5u5tem - Chapter 15 L Duct SuStem - Ghapter 16 F 45EE NOTE 4 X = NAIL 5PACiWS AT INTERMEDIATE SUPPORTS 'IN THE PANEL FIELD (N) 1. FOR WALL 5HEATHIN6 WiTH 4 FEET OF THE CORNER, THE 4 FEET ED6E ZONE ATTACHMENT Combustion Air - Chapter 17 13 t�Q REQUIREMENTS SHALL BE USED. Chlmneus and Vents - Chapter 16 E= NAIL SPAGIN6 AT PANEL EDGE (IN) t , 2. TABULATED 12" O.G. NAIL 5PA.GING Ae5111,/,E5 SHEATiN6 ATTAG'-+ED TO STUD FRAMING MEMBER5 WITH Plumbing - Part ViI F= NAIL SPAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 6>O.�i. FOR FRAM NG MEMBERS WITH �.42<G<O.4d. 7HE NAIL 5PAGIN65 SHALL BE REDUCED TO 6' O.G. I. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH ,3. FOR EXTERIOR PANEL_ 51DING , GALVANIZED BOX NAiS SHALL BE PERMiTED TO BE 5U55TITUTED SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REOUIREMENT5 SHALL BE USED. FOR GOM;*^ON NAiL 2. TABULATED 12" O.G. NAIL 5PAGIN6 A55UME5 5HEATHIN6 ATTACHED TO RAFTER/TRU55 FRAMING 5HT. N0. MEMBERS WITH 6>0.4q. FOR FRAMING MEMBERS WITH 0.42<6<0.4q THE NAILING 5PA6IN65 SHALL BE REDUCED TO 6 INCHES 0. G. 3. TABULATED b" O.G. NAIL 5PACIN0 A550MES 5HEATHIN6 ATTACHED TO RAFTER/TRU55 FRAMING ' MEMBERS WITH 5>0.4q. FOR FRAMING MEMBER5 WITH 0.42<G<O.4q THE NAILIN6 5PAGIN65 SHALL BE REDUCED2 TO 4 INCHES 0. G. 4. TABULATED 4" D.G. NAiL 5PAGIN6 A55UME5 SHEATHING ATTACHED TO RAFTERITRU55 FRAMING MEMBERS WITH 6>0.4q. FOR FRAMING MEMBER5 WiTH 0.42<G<0.4q THE NAILIN6 SPACINGS SHALL BE REDUCED TO 3 INCHES 0. G. OF 2