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HomeMy WebLinkAbout31378-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32212 Date: 02/26/07 THIS CERTIFIES that the building ADDITIONS/ALTERTAIONS Location of Property: 12030 NEW SUFFOLK AVE CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 116 Block 6 Lot 10.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 16, 2005 pursuant to which Building Permit No. 31378-Z dated AUGUST 18, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to BARBARA BUTTERWORTH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 2072746 08/14/06 10/24/06 MICHAEL GILL i A horized Signature ��`f-Soot Form No. 6 TOWN OF SOUFHOLD BUILDING DEPARTMENT TOWN HALL FEB 2 1 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commcrciel $15.00 New Construction: Old or Pre-existing Building: 1�_ (check one) Location ofPropety: aozo A)ew —7�3p e 0, 2JCkc-)CPC)C1 House No. Street amlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section j/_6 Block C 000 9_ _ Lot (3/0100( Subdivision Filed Slap. _ Lot: Permit No. Z 13 7 �P Z Datc of permit. OLO_� Applicant (-GA Q ✓ e!5, , pl Health Dept, Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ (y -? I $ L5 C 0 -Z-3z) z Underwriters Approval: Final Certificate: K"' (check one) a, (, <; W Applicant Signatur 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. 31378 Z Date AUGUST 18, 2005 Permission is hereby granted to: BARBARA BUTTERWORTH PO BOX 60057 PALO ALTO,CA 94306 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 12030 NEW SUFFOLK AVE CUTCHOGUE County Tax Map No. 473889 Section 116 Block 0006 Lot No. 010.001 pursuant to application dated AUGUST 18, 2005 and approved by the Building Inspector to expire on FEBRUARY 18, 2007. Fee $ 588.40 ORIGINAL Rev. 5/8/02 //6, - G -/D • / BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY r / 40 FULTON STREET — NEW YORK, NY 10038 2 X CERTIFIES THAT Upon the application of upon premises owned by CUSTOM LIGHTING OF SUFFOLK BARBARA BUTTERWORTH ATTN: BEN DOROSKI 12030 NEW SUFFOLK AVE. P.O. BOX -1698 CUTCHOGUE, NY 11935 MATTITUCK, NY 11952 Located at 12030 NEW SUFFOLK AVE. CUTCHOGUE, NY 11935 Application Number: 2072746 Certificate Number: 2072746 Section: 1000 Block: 11606 Lot: 10.1 Building Permit: 31378 BDC: nsl1 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 14th Day of August, 2006. Name QTY Rate Ratine Circuit Type Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide Sensor 5 0 Smoke Appliances and Accessories Dish Washer 1 0 1.2 KW Oven 1 0 50 Amps Exhaust Fan 1 0 F.H.P. Furnace 1 0 Gas Air Conditioner 1 0 48.000 BTU Wiring and Devices Outlet 34 0 Fixture Fixture 33 0 Incandescent Fixture 1 0 Flourescent Outlet 73 0 General Purpose Receptacle 46 0 General Purpose Switch 32 0 General Purpose Dimmers 6 0 seal Paddle Fan 3 0 Continued on Next Page l of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by CUSTOM LIGHTING OF SUFFOLK ATTN: BEN DOROSKI P.O. BOX -1698 MATTITUCK, NY 11952 BARBARA BUTTERWORTH 12030 NEW SUFFOLK AVE. CUTCHOGUE, NY 11935 Located at 12030 NEW SUFFOLK AVE. CUTCHOGUE, NY 11935 Application Number: 2072746 Certificate Number: 2072746 Section: 1000 Block: 11606 Lot: 10.1 Building Permit: 31378 BDC: nsl1 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 14th Day of August, 2006. Name OTY Rate Ratine Circuit Type Receptacle 1 0 20 amp Laundry Receptacle 1 0 30 amp Dryer Lighting track 24 0 ft Disconnect 1 0 60 amp Air Conditioner Receptacle 7 0 GFCI Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 2 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. /& _ -" - i0 -/ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by BARBARA BUTTERWORTH BARBARA BUTTERWORTH 3825 GROVE AVE 12030 NEW SUFFOLK AVE PALO ALTO, CA 94303 CUTCHOGUE, NY 11935 Located at 12030 NEW SUFFOLK AVE CUTCHOGUE, NY 11935 Application Number: 3015903 Certificate Number: 3015903 Section: Block: Lot: Building Permit: BDC: ns11 5/3 "7? Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: photo voltaic, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 30th Day of November, 2006. Name QTY Rate Rating Circuit Type Miscellaneous 30 amp back feed at panel Alarm and Emergency Equipment Inverter Unit 1 0 240v Solar Panel 30 0 Wiring and Devices Disconnect 1 0 30 a a/c Disconnect 1 0 30 a d/c seal 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FROM : SOUTHOLD TOWN PLANNING BOARD FAX NO. : 631 765 3136 Town Hall, 53095 Main Road P. O. Box 1179 Southold, New York 11971 May. 18 2001 02:19PM P1 Fax(516)765-1823 Telephone (516) 7651802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DAia3 Building Permit � No. - r17 —7 � ( I. _ Owner; 1 �1D `"\/✓�� (please print) HI -TECH PLUMBING&HEATING ENT INQ. 700 MAIN RD.. Plumber: IOM 631-72296116 NY 11901 631.7229616 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 14 lead. •: Sworn to before me this ° 0 Y day of Notary Public, County Molunytab Mew York l Mew Yo 4jFER Commi�ulon3F�sAPi1300 vY 3137�z-- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION 1NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL 4 1, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: t f$ - DATE a /� , 07 L.J., 0 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIO [ ] FRAMING / STRAPPING [ FINAL a� [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. DATE ��(-G� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1 ST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [�j INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ��� / INSPECTOR �' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [v j ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION .i" FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -V DATE �� ��� INSPECTOR S A M U E L S& (t'f' S T E E L M A N February 13, 2006 Building Department Town Hall Annex FAX 765 9502 Southold, NY 11971 Re: BUTTERWORTH-GILL RESIDENCE BP# 31378 Z 12030 New Suffolk Avenue Cutchogue, NY 11935 Attn: Damon Rallis I hereby certify that the foundation work in the above referenced project was completed in accordance with our approved CONSTRUCTION DOCUMENTS, State Building Code and good building practice. Tom Samuels, RA ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631) 734-6405 FAX (631) 734-6407 FIELD INSPECTION REPORT DATE COMMENTS " FOUNDATION (1ST) lJ" J y tae ------------------------------------ FOUNDATION (2ND) z ROUGH FRAMING & PLUMBING 0 iC/ Icyy lJ INSULATION PER N. Y. STATE ENERGY CODE FINAL T� -L� ADDITIONAL COMMENTS O Ci z m 1 b a` o y O z x y x c IV WIN V1+ SVUI HOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11571 TEL: (631) 765802 FAX: (631) 765-9502 www. northfork.net/Southold PERMIT NO. JExamined ,20 Approved , 20 Disapproved a/c 117 ,rre�lCr ^J elf •r 2005 U E M BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying., Board of Health 3 sets of Building Plans Planning Board approval Survey Check Septic l N.Y.S.1 Trustee t'nntget: Mail to Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date *- ( i a C;; 20 O'S— 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 inspections. ,— T applicant or name, if a 25 Z3,,) M/hA) >Lpftb (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, ectrician, plumber or builder Name of owner of premises/�'`y /�(� 7 7,E — /,_) f (As on the tax roll or latest deed) If applicant is a corporation, signature of duty authorized officer (Name and title of corporate officer) `Builders License No. Plumbers License No. Electricians License No. Other Trade's License 1. Location of land on whigh proposed work will be House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section (� Block _Lot ( c , I Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposecf`c a. Existing use and occupancy 51(e 1..T ?-= ,4 V(LW Z! �Jz;;`3 t �--) t b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition_ 5 _Alteration Repair Removal Demolition Other Work 4. Estimated Cost 2007660 Fee (Description) (To be paid on filing this application) 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 �j �( Rear (p � F Depth , F% Height 1-1 F' r Number of Storiries— -- Dimensions of same structure with alterations or additions: Front 2 2- F-7—Rear F7 Depth--/ -��.Height 'Z !95 F-7 Number of Stories Z 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories r-�/� 9. Size of lot: Front too T 7 Rear 9 CT � Depth J ! "L F7 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 2 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ N0.2-1� 13. Will lot be re -graded? YES_ NO,>c�.Will excess fill be removed from premises? YES_ NO,G 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES.?�, NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YESNO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) e ems, //�%� 9492 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)i e is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in 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. �Swo to before me this *Signature day of 2001Notary Public PATRICIA RICHARDS of Applicant Notary Public, State of New York No. OI R 16042467 Qualified in Suffolk County Commission Expires May 30, 2092-010 New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40 -SUNY Stony Brook, New York 11790-2356 Telephone (631) 444-0365 Facsimile (631) 444-0360 February 9, 2005 Ms. Barbara Butterworth P.O. Box 60057 Palo Alto CA 94306 RE: Permit # 1-4738-03441/00001 Dear Permittee: DeniseSheehan Acting Commissioner In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCRR, Part 62 1) 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, W ;e 4�L4 Matthew R. Penski EA Tr 1 MRP Enclosure NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03441/00001 lq� February 9, 2005 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) SAPP Under the Environmental Conservation Law February 8, 2010 r-- — — - 7 TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate I ❑ Article 15, Title 5: Protection of Waters ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR Certification 360: Solid Waste Management ❑ Article 15, Title 15: Water Supply ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15, Title 15: Water ❑ Article 19: Air Pollution Transport Control ❑ Article 34: Coastal Erosion Management ❑ Article 15, Title 15: Long Island Wells ❑ Article 15, Title 27: Wild, Scenic and Recreational Rivers ❑ Article 23, Title 27: Mined Land Reclamation ❑ Article 24: Freshwater Wetlands ■ Article 25: Tidal Wetlands ❑ Article 36: Floodplain Management ❑ Articles 1,3,17,19,27,37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Barbara Butterworth dg. #40, SYNY, Stony Brook, NY 11790-2356 ADDRESS OF PERMITTEE P.O. Box 60057, Palo Alto CA 94306 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Samuels & Steelman Architects, 25235 Main Road, Cutcho ue NY 11935 631 734-6405 NAME AND ADDRESS OF PROJECT/FACILITY Butterworth Property, 12030 New Suffolk Avenue, Cutcho ue NY LOCATION OF PROJECT/FACILITY SCTM # 1000-116-6-10.1 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Great PewnicBay /Downs Creek E:711.0 N:4540.8 Description of Authorized Activity Renovate and construct additions to the existing single family dwelling and deck, and place utility lines and a new LP tank underground . This permit does not authorize any alteration, expansion or replacement of existing septic systems. All work shall be performed in accordance with the plans prepared by Thomas C. Samuels on 1/26/05, and stamped NYDEC approved on 2/9/05. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable renulations. the General Conditions soecified (see oases 2 -AL2nd anv Special Conditions included as Dart of this permit. PERMITADMINIS RATOR: A ESS dg. #40, SYNY, Stony Brook, NY 11790-2356 John A. an MRP AUTHO I D IGNATURE f DATE Page 1 of 4 February 9, 2005 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 100 linear feet from the tidal wetland boundary. 2. Roof runoff shall be directed to drywells a minimum of 100 feet landward of the tidal wetland boundary for immediate on-site recharge. 3. This permit does not authorize any alteration, expansion or replacement of existing septic systems. 4. All fill shall consist of "clean" sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 5. Necessary erosion control measures i.e., haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until thick vegetative cover is established. 6. 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.). 7. If seeding is impracticable due to the time of year, a temporary mulch must be applied and final seeding performed at the earliest opportunity when weather conditions favor germination and growth, but not more than six months after project completion. 8. 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. 9. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 10. 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. DEC PERMIT NUMBER SAPP PAGE 2 OF 4 1-4738-03441/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required.Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site orfacility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HW MF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region < > <street>, <city>, <state> <zip>, telephone: <> General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER SAPP PAGE 3 OF 4 1-4738-03441/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS ) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall Cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S. Army Corps of Engineers, U.S. Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any Wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by Thomas C. Samuels on 1/26/05. DEC PERMIT NUMBER SAPP PAGE 4 OF 4 1-4738-03441/00001 NOTICE OF COMMENCEMENT OF CONSTRUCTION RETURN THIS FORM TO: COMPLIANCE •> OR FAX TO: 631-444-0297 Marine Habitat Protection dftmw NYSDEC Building 40 - SUNY Stony Brook, NY 1790-2356 PERMIT NUMBER: / ©3 0000/ ,�jaY,6ara Bu{�PiIlt7oti'Tf� ISSUED TO: PROJECT LOCATION/ADDRESS: CONTRACTOR NAME: ADDRESS: . TELEPHONE: Dear Sir: Pursuant to General Condidon # 9 of the referenced permit, you are hereby notified that the authorized activity shall commence on We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions. We have inspected the project site and can complete the project as described in the permit and as depleted on the approved plans. We can do so in full compliance with all plan notes and permit conditions. The permit sign, permit and approved plans will be avdilable at the site for inspection in accordance with general Condition No. 1. (Both signatures required) PERMITEE CONTRACTOR x_10 DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND A)RANYASSOCIATED REGULATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST T%/E PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE ANDA)R CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. RETURN THIS FORM TO: PERMIT NUMBER: PROJECT LOCATION/ADDRESS: CONTRACTOR NAME: ADDRESS: TELEPHONE: Dear Sir. COMPLIANCE Marine Habitat Protection NYSDEC Building 40 - SUNY Stony Brook, NY 11790-2356 x x x x »............................_.............................................................................. N OF CONSTRUCTION ... .... ... OR FAX TO: 631-444-0297 Imble ISSUED TO: Pursuant to Genera/ Condidon # 9 of the referenced permit, you are hereby notified that the authorized activity was completed on . We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) 1;1:WLIYI:Id CONTRACTOR DATE DATE - THIS NOTICE, WITH PHOTO MPLETED SURVEY, AS APPROPRIATE, MUST BE SENT TO THEABOVE ADDRESS IMTH/N 30 DAYS OF COMPLETION OF THE PROJECT. 95-20.1 (11103)-9d New York State Department of Environmental Conservation 3r NOTICE � The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of the approved work and any Department conditions applied to the approval, contact the Regional Permit Administrator listed below. Please refer to the permit numper shown when contacting the DEC. /wP'/73Bw,o3V'/ 1/0 o00 / Regional Permit Administrator Permit Number SOON W MACK Expiration Date /Ir /O NOTE: This notice is NOT a permit FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067 - NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE 09. BASE FLOOD R VATION(S) I . Rad the instructim on pages I.7. SECTION A- PROPERTY OWNER INFORMATION EFFECTNEREVISED DATE FornsuaoeConp"Llse: BUILDING OWNERS NAME - 36103CO501 Poky Number BARBARA BUTTERWORTH MAY4,199B AE BUILDING STREET ADDRESS (Including Apt, Unit Sui[e, andlor Bk)g. No.) OR P.O. ROUTE AND BOX NO. 7.Sft(m) Company NAIC Number 12030 NEW SUFFOLK AVENUE 7.4 ft(m) z' m CITY STATE ZIP CODE CUTCHOGUE NY 11935 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc) 1000-116-05-10.1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, fi necessary.) RESIDENTIAL LATTIUDEA.ONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):_ ( #f -##-##.#tr or NM.###N#) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SOU 1CLD,TCNMOF360813 I SUFFOLK I NY B4.tr1APANDPANEL B5. Sl1FFlX oa)Topofbonfw(ndrdngbmTotorexbwe) BTFFMPANEL 09. BASE FLOOD R VATION(S) NUM3ER B6FFMINDEXDATE EFFECTNEREVISED DATE B8 FLOODZOPE(S) (ZmAO,isedephol") 36103CO501 G o e) Lowest devabon of madwery a wYareW pmeN MAY4,199B AE EL8 B10. Inldlcatethe source of tie Base Flood Ebvatim (BFE) data or beseflood depthertered in B9. ❑ FIS Profile ® FIRM ❑ Community Delerm red ❑ Ober (Describe): _ 811. Indcalethedevallon datum used forte BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Ot er(Describe): _ B12. Is the buildrro bcaled in a Coastal Barrier Resources System (CBRS) am or Oherwse Pmt Area (OPAI? 71 Yes 6d No Desimali n Otte C - BUILDING ELEVATION C1. Bu lding elevations are based on: ❑ Construction Drawings• ❑ Sinding UrldaConsbudon' ® Finished! Wet- udon Anew Elevatlm Cedificatewi be regained vAen cnmshudion dike bullft is campleBe. C2.BuldingDiagramNumba6(SOWthebuidngdlagrammostwdarlotobuildrgbrwftchtiscedl tesbeingomplRed-seepages6and7.Inodiagam accurately repsatsthe bidrg,provide askelchorpttologw h.) C3. Elevators — Zones Al -AW, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, APJAE, ARIAI AW, ARJAH, ARAD Canplele Mars C3..ai beta=on*g tithe bildrg deglam spedfed h Ilom C2. Stalethedahm used. If the datum's difaerit ban the datum used forte BFE in Section B, convertthedatmbthatusedfortheSFE.Shwvfieldmeauirarerisanddaturnconversioncalculation. Use to space providedortheComments area of Section Dor Section G, as appmpiale, to doarrlont the datum conversion. Datum NGVD CornnasionCommmb Elevatimrefaagemarkused_DoestheelerallonderencemarkusedappearontheRRM? []Yes ®No oa)Topofbonfw(ndrdngbmTotorexbwe) 4.3ft(m) o b)TopdreMNghaBoor 9.7ft(m) o c)Bolbmdb#esthoremtulstructural memo (Vmnesonly) c d)Attached p ge(topdstab) $ o e) Lowest devabon of madwery a wYareW pmeN w A S W serwonlgttebuilding (Describe inaComments area) 7.Sft(m) o f) Lowest ad)acent(firished) grade (LAG) 7.4 ft(m) z' m o g) Highest aciaoad (li isfeo grace (HAG) Z. 414m) o h) Nodpemnalai ope irgs (flood vents) wdm 1 ft above addacerdgade_ J o ) Tahal area dall permanent opawgs (flood vads) in C3.h _sq. n. (sq. cm) P . , . F This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. i cw* that The infometion in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by 8rre or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME JOHN T. METZGER LICENSE NUMBER 49618 TITLE PRESIDENT COMPANY NAME PECONIC SURVEYORS, P.C. %i ADDRESS CIN STATE ZUPCODE P.O. BOX 909 SOUTHOLD NY 11971 SIGNATURE i DATE TELEPHONE 0610105 (631)7655020 FEMA Form 81-31, L DO SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A Mjnsuarrxu TWry U_. CITY STATE ZIP CODE I Cmparry NAICNurrber SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CEKI n-ICAI MIN ton I INUr ui Copy both sides of this Elevation Certificate for (1) community official, (2) insurance wYcanpany, and (3) building owner. COMMENTS here if alfachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WfTHOUT BFE) For Zone AO and Zane A (without BFE), complete Items E1 through E4. ff the Elevation Certificate is intended for use as supporting indarnabon for a LOMA or LOMR-F, Seton C must be competed. E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is bang eornpeted seepages 6 and 7. tt no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _ in.(cn) ❑ above or ❑ below (check one) the highest adacent grade. (Use natural grade, I available). E3. For Building Diagrams 68 With openings (seepage 7), the ned higher floor or elevated floor (elevation b) of the building is _ fL(m) _in.(an) atove the ligfrest adacent grade. Complete items C3.h and C3.1 on hot of form. E4. For Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must calty this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The pmpenyower, or o+nel s atertod representative who competes Sections A, B, C (Items C3.h and C3.i only), and Efcr Zom A (witlraA a FEMA4ssued or comvnunity- issued BFE) or Zone AD must sign here. The statements in Sections A, B. C, and E am arrant to the best of my knowledge, PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME ADD ESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE ❑ Check hereif attachments SECTION G -COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the communiys floodplain management ordinance can compete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is auffazed by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official competed Section E for a building located in Zone A (without a FEMA4ssued or oammunityissued BFE) or Zone A0. G3. ❑ The fdloring infamabon (Items G4 -G9) is povided for community floodplain management purposes. G7. This permit has been issued for. ❑ New Construciton ❑ Substantial Improvement G6. Elevation of as -Wilt lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (In Zane AO) depth of flooding at the building site is: — _ ft -A Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE Check FEMA Forrn 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS Alberti. Krupski, President James King, Vice -President Artie Foster Ken Poliwoda Peggy A. Dickerson January 27, 2005 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Thomas C. Samuels Samuels & Steelman Architects 25235 Main Rd. Cutchogue, NY 11935 RE: BARBARA BUTTERWORTH 12030 NEW SUFFOLK AVE., MATTITUCK SCTM#116-6-10.1 Dear Mr. Samuels: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-1366 The Southold Town Board of Trustees reviewed the site plan prepared by Samuels & Steelman Architects dated January 3, 2005 and determined the proposed renovations and additions to the existing dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Phase 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. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr., President Board of Trustees AJK:Ims I S A M U E L S& S T E E L M A N August 17, 2005 Building Department Town Hall Annex Southold, NY 11971 Re: BUTTERWORTH-GILL RESIDENCE 12030 New Suffolk Avenue Cutchogue, NY 11935 Attn: Damon Rallis Per our recent phone conversation regarding the Building Permit application for the above referenced project, please note the following: 1) our proposed renovations in fact will exceed 50% of the appraised value of the existing structure, which exists in the FEMA designated flood plain; 2) the finished first floor of the existing structure is elevated above the required minimum topographic (8 ft.) elevation; 3) therefore, we accept the requirement to comply with FEMA regulations: a) In -fill the existing crawl space to the level of the surrounding grade, leaving approximately 24" clear space between the floor structure and the top of fill. b) Provide two "flow thru vents" in the existing foundation wall. Enclosed please find four sealed sets of the drawings pertinent to this revision. If this satisfies your concerns regarding the project, please prepare a BUILDING PERMIT and notify us of the outstanding fee. Thank you, &WAL • Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631) 734-6405 FAX (631) 734-6407 S A M U E L S& S T E E L M A N June 6, 2005 Building Department Town Hall Southold, NY 11971 Re: BUTTERWORTH GILL RESIDENCE 12030 NEW SUFFOLK AVE CUTCHOGUE, New York Attn: Damon Rallis, Building Inspector J ' 6 2005 Enclosed please find additional materials required for application for a BUILDING PERMIT for the above referenced project, including: 1. Elevation Certificate 2. Floodplain Permit Development Permit Application Please note that the first dwelling floor of the residence to be renovated is 9.7 feet above the datum point, above the minimum flood plain elevation. It is true the garage is lower, but flow thru vents can be used in the garage door, if you wish. Review the enclosed and get back to me with any questions or concerns. If complete, please prepare a building permit, and notify my office regarding the total fee for that service. Thank you, T omas C. Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)1-34-6405 FAX (631 ) 734-6407 S A M U E L S& S T E E L M A N April 4, 2005 Building Department Town Hall Southold, NY 11971 Re: BUTTERWORTH GILL RESIDENCE 12030 NEW SUFFOLK AVE CUTCHOGUE, New York Attn: Building Inspector Enclosed please find materials required for application for a BUILDING PERMIT for the above referenced project, including: 1. Building Permit Application 2. Four (4) sealed sets Construction Drawings 3. Sealed Survey 4. DEC Permit, dated February 9, 2005 5. Southold Town Trustees Letter of Non Jurisdiction, dated January 27, 2005 6. Letter of Authorization 7. Check for $150.00 Review the enclosed and get back to me with any questions or concerns. If complete, please prepare a building permit, and notify my office regarding the total fee for that service. als ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 16311734-6405 FAX (631) 734-6407 APPLICATION N PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sien): 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 representadve to make reasonable inspectiots 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. (APPLICANT'S SIGNATURE)/?�/�(y DATE UD SECTION 2: PROPOSED DEVELOPMENT (To be completed by APPLICAJN n NAME ADDRESS TELEPHONE ENGINEER 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 Iandmark. A sketch attached to this application showing the project location would be helpful. _ FDP(93) APPLICATION ; _ PAGE 2 OF e DESCRIPTION OF WORK (Check all appli moble boxes) A. STRUCTURAL DEVELOPMENT AC IVIT)' STRUCTURE TYPE ❑ New Structure residential (1-4 Family) Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofmg? O Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition R ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S I 0) O� o B. OTHER DEVELOPMENT ACITVITIES: • Fill ❑ Mining ❑ Drilling 0 Grading ❑ Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction • Subdivision (New or Expansion) O Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SEC'T'ION 3 FLOODPLAIN DETERMINATION fib be completed by LOCAL ADMINTSTRATOR) The proposed development is located on FD2M Panel No. . Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100 -Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable O The proposed development is located in a floodway. FBFM Panel No. Dated ❑ Sec Section 4 for additional instructions. SIGNED APPLICATION a PAGE 3 OF a SECTION 4 ADDfTIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The appbcant must submit the documents checked below before the appbcation can be processed: Cl A site plan showing the location of all cooing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans, drawn to scale, and specifications, including where apphcablc: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the fust floor. ❑ 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 arc not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) El: NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in anY increase in the height of the 100 -year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5 PERMIT DETERMINATION (To be comole(cd by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B. O Is not in conformance with provisions of Local Law B_, 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. APPLICATION a PAGE a OF a APPEALS: Appealed to Board of Appeals? ❑ Ycs O No Hearing date: Appeals Board Decision --- Approved? O Yes ❑ No SECTION 6: AS -BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following 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 certification to this application). Complete 1 or 2 below. 1. Actual (As -Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FI'. NGVD (MSL). 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. lNSPPCTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIAN E(To be comnleted by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: OWNERS NAME AND ADDRESS: PERMIT NO. PERMIT DATE CHECK ONE: ❑ NEW BUILDING O EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF - LOCAL LAW #_, 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: //9 /05 APPLICANT: t�;lyrrt- r,o DATE SUBMITTED: /J&_/05 SCTM# DISTRICT: 1,000, SECTION: 116 , BLOCK: 6 LOT: /U, / SUBDIVISION: ADDRESS: 4a21M AlSoe'r. /!`4. CITY: ZONING DISTRICT BUILDING PERMITS OPENIEXPIRED: PRE CO: Y OR3 T - BP BP -Z / C/0 Z- , INFO /BP CONFORMING?,/0 -Z / C/0 Z- , INFO_ -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED 1;�IA 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 7/1/8. REQ. LOT SIZE: ACT. LOT SIZE:9(4 M REQ. LOT COV:ACT. LOT CPV REQ. FRONT PROP. FRONT " RE SIDE '' ACT. SIDE REQ. REAR CED PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED WATER FRONT? 2 BULKHEAD? 1. DISTANCE? APPROVALS REOUIRED f FLOOD ZONE: SUFFOLK COUNTY HEALTH . ES 09V(BED #): D PERMIT #: TOWN SEPTIC RECEIPT: Y S PTIC CERTIFICATION: Y NEW YORK STATE DEC: PRE -DEC 9/1/7_ r NO DT / 9 / 5 PERMIT SOUTHOLD TOWN TRUSTEES: 11D or NO &O-Lii'Jj TE: Ll / .)'— PERMIT #: TOWN ZONING BOARD APPROVAL: YES old DTE: // PERMIT #: TOWN PLAN. BOARD APPROVAL: YES DTE // PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES Z - NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO I NOTES: ��'U�a—�.'� ��� FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SECOND FLOOR: OTHER: SF SF SF %p �( o� INIT OTHER TOTAL 1. (�)iSF)- TOTAL: Lf (�j ' SF)= SF X $ SF _$ l0 +$ FEE FEE FEE 0 +$ _ $ JAW ?. ( SF)- SF)= SFX $ =$ +$ +$ =.$ 3.( SF)- SF)= SFX $ =$ +$ +$ _ $ FINAL TOTAL: $ tJ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decav: S -M Design Temp: 11 Ice Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: Flood Hazards: DESIGN CRITERIA: ENGR, EERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N GIRDERS: Y/N ROOF RAFTERS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? YIN (RETURN TO PAGE ONE) 2 NEI* MHWy 7!2' tea sUPPOZ$ AREA = 33, 899 sq. ft. to tie line S UR VE Y OF PR OPER TY AT CUTCHOGUE T 0 WN OF S 0 UTHOLD SUFFOLK COUNTY, N. Y. 1000 - 116 — 06 — 10.1 SCALE: 1 " = 40' DECEMBER 1, 1998 May 21, 1999 (final deck) OF NEW N. Y. S. n' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION ECONIC SUR EYORS, P.C. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. I 1°E�► ///ne M AFH. W EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS (516) 765 - 5020 ONvc, HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P_ O. BOX 909 1b.- � - SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET JO EXISTING UTILITY APPROyED AS NOTED DATE: �I) /Sg.p.d9137$ EXI5TIN& OVERHEAD LINES TO FEE'.�0Lp10p BY: 7BE REMOVED AND NEW LINES NOTIFYBUILDING UILDING DEPARTMENT AT PLACED UNDERGROUND FROM FOLLOW LE TO BAN TO 4PM FOR THE EXISTING UTILITY PO FOLLOWING INSPECTIONS: N 1. FOUNDATION - TWO REQUIRED ELECTRIC METER ON GARAGE FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING M / 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C,O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR EX15TINS ELECTRIC METER ON DESIGN OR CONSTRUCTION ERRORS, GARAGE PROVIDE NEW UNDERGROUND COMPLY WITH ALL CODES OF LP TANK NEW YORK STATE & TOWN CODES AS 'REQUIRED AND CONDITIONSf(%TING ATTACHED GARAGE__/__ (/ Y �� SOUHOLDTOWN PLA NEW AIC UNIT TIDAL WETLAND -�-` jj SOU HOLDTOWNTRUSTEES I5TING SCREEN PORCH — SCALED AS SOUTHOLDTOWN TRUSTEES SCALED FROM 34'_5 TW MAP 1I0-540 S.DEC IbO, OLq PLUMBING PLUMBER CERTIFICATION NT SEFORE ALL PLUMBING WASTE CERT CERTIFICATE OFEOCCUPANCY & WATER LINES NEEDWATEX15TIN6 DECK 5TRUCTURE TESTING BEFORE COVERIN4 SOLDER USED M CANNOT SUPPLY SYSTEM pANNp7 EXCEED 2/10 OF 1 /• LEAD- '' nn RETAIN STORM WATER RUNOFF' COMPD WoIH CHAPTER"46" PURSUANT TO SECTION 45100 4DFTHETOWNM FLOOD DAMAGE PREVENTION / SOUTHOLD TOWN CODE. CERTIFICATION OF NAILING 6 CONNECTIONS RESiytRE,P,., rOCUPANCY OR ,L IS UNLA)NFUL ! 'ITHOUT CERTIFIGU ( Cu�JPANCY Ill ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THO CQDES 9F N, w YARAxgL UNDERWRRERS CERTIFICATE' REQUIRED, I m C0I0 N ry W x _O M I 2 I H. ry \ohg tie �C�N1 c BA y lvl w u��OLK AV i 76-58,20,1 E 'r X.7ADDITION TO EXISTING DECK EXISTING CONCRETE SEAWALL N/O/F WALLMAN n .87' io ;/ SITE PLAN - SCA E 1" = 20'-0" —EXISTING COVERED ENTRY TO BE RENOVATED -EXISTING FIRST FLOOR STRUCTURE TO BE RENOVATED W/ NEW 2nd FLR ADDITION EXISTING BASEMENT DOOR EXISTING FIRST FLOOR STRUCTURE TO REMAIN >- • '-gym DA SCTM # 10p0-116-06-10.1 PROPERTY: 12030 NEW SUFFOLK AVE ADRESS CUTCHOGUE NY 11935 OWNER: BARBARA BUTTERWORTH PO X 60057 L 94306 SITE: 33,899.00 SQ. FT. = 0.7782 ACRES ZONING: R - 40 SURVEYOR: PECONIC SURVEYORS 1230 TRAVELER STREET SOUTHOLD, NY 11971 LICENSE # 49618 DATED 5/2911999 LOCATION MAP North LSA; Fork Country Club free d Cade m ew o rrve I; ' eatcr oto 801 BUILDING DEPT ll vv r. co 0 ♦W V O rc Z9 v N W 3 a V♦ _O z O Z o 0 J M � J y EXISTING CONCRETE SEAWALL N/O/F WALLMAN n .87' io ;/ SITE PLAN - SCA E 1" = 20'-0" —EXISTING COVERED ENTRY TO BE RENOVATED -EXISTING FIRST FLOOR STRUCTURE TO BE RENOVATED W/ NEW 2nd FLR ADDITION EXISTING BASEMENT DOOR EXISTING FIRST FLOOR STRUCTURE TO REMAIN >- • '-gym DA SCTM # 10p0-116-06-10.1 PROPERTY: 12030 NEW SUFFOLK AVE ADRESS CUTCHOGUE NY 11935 OWNER: BARBARA BUTTERWORTH PO X 60057 L 94306 SITE: 33,899.00 SQ. FT. = 0.7782 ACRES ZONING: R - 40 SURVEYOR: PECONIC SURVEYORS 1230 TRAVELER STREET SOUTHOLD, NY 11971 LICENSE # 49618 DATED 5/2911999 LOCATION MAP North LSA; Fork Country Club free d Cade m ew o rrve I; ' eatcr oto 801 BUILDING DEPT ll vv r. Y ♦W V O Z9 Wz W V♦ W z Z o J � J a a= H O O H Q Q Z a � W Y J O LL LL WW z 05 Z. cn a • ,m J Ste• Inao o� � O W J• :D W. rc z e ` Z W• z3 m rn o 4y t �•4 Gln St - OF flEW V 2044 DRAWN BY: UT CHECKED BY: TS 4/1105 1" = 20'-0" SHEET TITLE: SITE PLAN SHEET NO.: w REMOVE (!"TING WINDOW SII: I EXISTING DOOR TD REMAIN d CEILING d CEILING 57RUCTURE 57RU07URE � M+IoVE WOSTING -------------- p--------------i 11, ----------q nr -------------Ih ________ -------- --- ---------- - III III -- - - - -- - II ii �FASTTIVE III RAILINGIEX STINT, DECKING III AND DECK STRUCTURE ill j' I ElclsnNG DW.KING !!RRA--TillTO R011AIN II EXIST. II III Wgla STNNS EXIST. Ip IMP POR lat9 II II� MAILING WRIDOW AND WALL AS Rsfi'D POR NEW WINDOWS REMOVE E ISTRO RAILING __ j �lGr7/SIJ as l� �iljl�y I WIDEN EMOTING DOORNMY WMSTNG WALLS TO RQ4AIN WIDEN EXISTING DOORWAY EXISTIN¢5 ED MN 11040 TO Me.WN Ex CL NEW OONSTaXTON 5EC ORANGS S 11-M D 1 NI II I I II IL LL— �__j L_I .---------- ---' I / I I I III t /�� •-r � I f CSI � ex II _ �r j- ----� mMJEDOOR III _—__i _J II J ---- L �..+ — TTO TINS MAAIYNMI.I.B _— ExIsT HI -+F---11 j j �EXISTING IH _L L _ _ _1 = I I MEGXANIGHL L_J.sf/ eswE IrmwIIMOvm rcxL EXIrm W / \I �I� DRYER T RC.OGAT EE W ED L_ - REMOV! J - - - - - - ��� � RII•'IOVE exISTING wpo" aval6�FiT NMNDOW �� I � f -1 PORCH �� — --- -- ---I R+awvEEwanNG ------------------- ROOPtOEILING L__________ STRZTUR REMIOVE ---------- J- WMSTNG OOLIR115 L_ m TO REMAIN REMOVE WasnNG WINDOW REMOVE � WasTING RAILING i I I I I I I I I I I I I I EXIST PORCH W09TING PIW511155 TO REMAIN LP Tm" z�z �v4 N � wm 0 BUILDING DEPT p Y�� TI To NJ Z *4A 2044 V N BY: UT THF=GKED BY: S 4/1/05 1/4"=1'•0" SHEET TITLE: FIRST FLOOR DEMOLITION P o ° 3 W J • '� z W. e $ U Y � W• i Q 1—• oe (A to *4A 2044 V N BY: UT THF=GKED BY: S 4/1/05 1/4"=1'•0" SHEET TITLE: FIRST FLOOR DEMOLITION �43QRNE D4PRIS PROTECTION FOIR OPENINGS Q,,1j�, ALL QP NIN(� PROTECTION OF120 MPH 3-SPCOND WIND GUSTS �'r,#XllMUM MEAN ROOF HEIGHT:'359 UTTER ASSEMBLY W1ANEL SPANS: O < 4'0 WIDE SPAN SMA" APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD (01, I1 LAP AROUND OPENINGS 4") AS MBLY: /AMMpHIN6 STRUCTURAL PANEL: FASTEN TO BUILDING w/ 51 9" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WQfD SCREW ® 16' O.G. A�.'I"�RNATIE FASTENER FOR SHUTTER TO BUILDIN6: RIP TEE NUTS ATTACHED TO BLDG. w/ Ol Ox1-1/2 ( Al WASHERS) MACHINE BOLT ® 12" O.C. .TIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS a 2' OG M LSTA - 20 &A6r STRAP - ALL ROOF RAFTERS - 2 x 6 TIE a EACH RAFTER IN VIEW OF STRAP. ICE SHIELD UNDERLAYHE:NT REQUIRED - 24" FROM EDGE ° (\ ALTERNATE POSITION OF HURRICANE CLIP USE SIMPSON HIS SIMPSON H2 HURRICANE CLIP NAILED. FROM RAFTER^TO STUD. - TYPICAL ALL RAFTERS 5 - Bd NAILS EACH END APA RATED PLYWOOD TO EXTEND TO TOP OF TOPPROVIDE Bd COMMON PLATE. irNAILS s 4" O.G. AT EXTERIOR EDGE OF ALL SHEATHING. 0 )OD SHEATHIN& 'ER LAP BOX - TOP + BOTTOM. SHUTTER ASSEMBLY DQUBLE TOP 2 x 6 0,16" O.G. PLATE I: STUDS N.T.S. FOR PANEL SPAN5:4' OR WIDER SPAN q NAILING SCHEDULE O 25/52" APA 5PAN-RATED 48/24 SHEATHING GRADE PLYWOOD FRAMING NOTES (OVERLAP AROUND OPENIN65 4") z WRAP + NAIL STRAP AROUND SILL PLATE 2x4 5TRONG-BA0K5 a 24" Or AT ANCHOR BOLT a - ea NAILS ASSEMBLY: SIMPSON M5T2T (SASE I/2" WIDE - 20811O I):',PF2E 5 MBLE PLYVjOOD TO 2x4'5: R 10x3" (w/ WASHERS) 6ALVINIZED OR Q METAL STRAP 0, STAINLESS STEEL' WOOD 5CREW 6 12" O.G. I. NAIL SHEATHING SILL PLATE 2).' AtTACHIN6 STRUCTURAL PANEL: FASTEN TO BUILDIN6 w/ PLYWOOD SHEATHING TO BE NAILED WITH 6 d ® 4" Z. Ba NAILS s 4" O.G. #lox$" (w/ WASHER+) GALVANIZED OR STAINLESS STEEL Q WOOD SCREW a 16" O.G. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: $ PAPER A950CIATION 2 - x5 REBAR 2 x b SILL PLATE AGQ TrsEATED. #10 TEE NUTS ATTACHED TO BLDG. Al #IOXI-1/2 ( W/ WA5HERS) DOUGLAS FIR -LARCH STRUCTURAL GRADE No, 2 OR ox. EXTERIOR EDGES AND 6 d a 12" o.c. MACHINE BOLT ® 12" O.O. J SEE FOUNDATION DWG. O LL FOR DESIGN. 5/8" x 12" A.B. 045`0C, BETTER. N/ FENDER WASHER. WINDOWS - GLAZED OPENING W r,OGTION 15 REQUIRED FOR ALL BLAZED AREAS. RDANGE WITH.LAR6E MISSILE TEST OF A31' E 1996 AND F ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS N'LI�U OF THE A50E MENTIONED WINDOWS. 'AN S TO BE PRECUT TO FIT OVER WINDOWS WITH nY, iikiiyw WITH AINooW AGK POSTS. HEADERD+E51LLL PLATE. RCI HOLD DOWN + SHEAR CONNECTION CRITICAL LOAD PATH SHALL COMPLY W/NY550 CHAPTER #2304.1.6 4 NOTES5TRUCTQU Z AL RT\/jEAY f \-/E MARE5CA, RE 155-07 ' hNF_57 MON7AU� � 16 k�AY, HAMPTON SAYS, NY 111140 F..N.- 631 7,78 R4e5q USE/OCCUPANCY CLASSIFICATION SINGLE FAMILY RESIDENTIAL HEIGHT 35'-0" MAXI MUM FIRE AREA RESIDENGE: 2477 50. FT. TYPE OF CONSTRUCTION CONVENTIONAL LIGHT FRAME ROOD GONSTRU(f,TI ON GENERAL NOTES I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN AGGORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE, AND THE NIEW YORK STATE ENERGY CONSERVATION CODE, AND) LOCAL AUTHORITIES. 2. ALL CONCRETE SHALL BE 5TONE AGGREGATE WITH A MINIMUM 28 DAY STRENGTHI OF 3000 PSI 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR - LARCH STRUCTURAL GRADE: 02 OR BETTER. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, P05T5 AN PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING, 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 6. ALL DIMEN51ON5 AND GRADE CONDITIONS TO BE VERIFIED BY GON71RAGTOIR(5) PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF TVNO (2) TSF AND 6RADF-5 LESS THAN 5%. GONTRAC'TOR SHALL VERIFY THAT THESE CONDITIONS ARE MIST. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. -7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE UFfR16HT5, 9.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS 4. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOW5 AND DECKS ETC.. 10. DO NOT SCALE DRAWINGS. II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE FOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND DILILDING CODE COMPLIANCE SHALL BE THE RE5POIN5IBILI7Y OF THE CONTRACTOR. DESIGN CRITERIA: OE516N IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE PRE5CRIPTIVE METHOD GROUND SNOW LOAD - 45 PSF. FIRST LEVEL - 40 PSF. L.L. LIVING AREA5 - 40 PSF. L.L. BEDROOM5 - 30 P5F. L.L. WIND SPEED - 120 MPH SEISMIC DE516N CATEGORY - B WEATHERING - 5EVERE FR05T LINE DEPTH - 56" TERMITE - MODERATE TO HEAVY DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED - YE5 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING CONSTRUCTION, 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. I1. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM A-325 501-75, 5/4" DIAMETER. 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. 19 DO NOT BACKFILL AGAINST FOUNDATION WALL5 UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLIN6 AS REQUIRED BY NEW YORK STATE BUILDING CODE. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO AN EXISTING DWELLIN6 REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE UPGRADED WITH HARD WIRED t INTERCONNECTED SMOKE ALARMS. 23. THE NY5 CODES AL50 APPLY TO ACCE-55ORY STRUCTURE DESIGN. 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD 111'. NAILING SCHEDULE O FRAMING NOTES z t Z O O Q TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10, PLYWOOD SHEATHING TO BE NAILED WITH 6 d ® 4" O Q H $ PAPER A950CIATION DOUGLAS FIR -LARCH STRUCTURAL GRADE No, 2 OR ox. EXTERIOR EDGES AND 6 d a 12" o.c. J O LL LL BETTER. INTERMEDIATE. W SIZED FOR COMMON NAILS, CONTACT ARCHITECT FOR BOX NAIL SIZES oft Z. 2, ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1='a z 10 D W.Umyj fn w '.L' W. H04 X H UM RAH-TER/TOP PLATE 3-8d (TOE NAILED) t! MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. 2044 DRAWN BY: LIT o DATE: CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 1/4" = V- 0" 5. ALL SU5FLOORIN6 TO BE APA RATED 5TURD-I-FLOOR, NOTES & DETAILS SHEET NO 3 o Uo CEILING J015T/PARALLEL RAFTER 7-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12, ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE CEILING JOIST LAP5 OVER PARTITION -7-16d (PAGE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-bd (aa. and 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR BLOCKING/RAFTER 2-8d (TOE NAILED)ALL TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE &ABLE ROOFS RIM BOARD/RAFTER 2-16d (END NAILED) 4. HEADERS OVER CUPS AT ALL PERIMETER J015T TO GIRDER a"10, TOP PLATE/TOP PLATE 2-16d (PAGE NAILED) W TH DOUBLE PRIGHT5, AND OVER UY41THSUPPORTED TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS, TOP PLATE AT INTER5E0TION5 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWIN6. 13. ALL PRE-EN6INEERED LUMBER SHALL BE GEORGIA �d1/}o^SII' II h STUD/STUD 2-16d (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD -I -BEAMS AND LVL L�1-1 HEADER/HEADER Ibd {FACE NAILED) AND FLOOR BEAMS AS PER N.Y,5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) ® 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED lo° a 1,450 BOTTOM PLATE/FLOOR JOIST 2-16d (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB TOP PLATE or GIRDER 4-8d (TOE NAILED) b. DOUBLE FRAMING AROUND ALL OPENINGS (skylights, STIFFENERS SHALL BE REQUIRED AT ALL LpAD AND BRIDGING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4: BLOCKING/JOIST 2-8d (TOE NAILED) LVL RIM SHALL BE REQUIRED AT FLOOR L�--1-JOI57/511-1-, &ABLE ROOFS 5LOCKING/51LL orTOP PLATE 5-16d (TOE NAILED) -I. DOUBLE UP FRAMING UNDER ALL P05T5 AND PARALLEL _1015T PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 1004 01,450 LEDGER STRIP/BEAM 3-Ibd (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE A5 PER MANUFACTURERS iOR 61,BOo J015T ON LE06ER/6EAM 5-8d (TOE NAILED) RECOMMENDATIONS. PRovID� Bd COMMON NAILS a 4' O.G. BAND JOIST/JOIST 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED �r Ro .a BAND J015T/51LL or TOP PLATE 2-Ibd (TOE NAILED) WITH RATED GALVANIZED METAL GONNEGTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. INI'&fEHRIORSPORTIONS of HIP ROOFS OF - ttP. PLYWOOD ROOF DECKING« 8d 64" O.G. EDGES, 095" O.G. FIELD ITECO11 OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS ®I2" O.G.. 10� & 1,90 0 STRIP SHI Sol _ OD WALL SHEATHING 8d �4" O.GFED6E5,'®8" O.G. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. - - 15. -- THI5 DRAWING 15 AN INSTRUMENT PREPARED TO _ " IDE Bd NAILS m a" O.C. AT PERIMETER INTERIOR PLYWOOD 5UBFLOOR DECKING bd ®6' O.G. ED6E5, ®I2" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS FACILITATE CONSTRUCTION AN SHALL NOT BE 4F PANELS II&H-PREPRESSURE ZONES. SHALL RECEIVE 5 -IOD NMILS AT SILL AND PLATE. _TIONS N%ILL G ALL EXTERIOR NAILS SHAL-L BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AN COMPONENT AND CLADDING PRESSURE ZONES OWNE R. - - BUILDING DEPT 111'. O z 07 Z O O Q O Z O Q H Y J O LL LL N W z oft Z. n� � Y ^ VKOX W J 3: 1 1='a z 10 D W.Umyj fn w '.L' W. H04 X QH. fn UM fA to . m �r t! PROJECT NO: 2044 DRAWN BY: LIT CHECKED BY: TS DATE: 4/01!05 SCALE: 1/4" = V- 0" SHEET TITLE: STRUCTURAL NOTES & DETAILS SHEET NO 3 FX15TINS 0645EF>ENT-' DOOR TO REMAIN 24'1 FLOW THM VENT w/TOP HINGED PLYWOOD HATCH • LATCH - NEW GIRDER TO MATCH EXISTING 0'1 . .... ........ . 12 DE150NOTUBE FILLED WITH CONCRETE - EXISVnNG GIRDER EXISTING TR TURE ABOVE A I TO REMAIN =-7 PROVIDE PTL LEDGER Q BOARD TO MATCHLl EXISTING In En lj�` li — 0 EXISTING FOUNDATION WALL �E�Xpp N IOXI STING GNU r7 /` met EXISTING (9)2x10 EX15nNG (5)2x10 - - �- L'�1d - 7L1Zd d • ���� WILL EXISTING, CRA'lL SPI w/CLEAN BAND, LEVEL (� E, 24"CAMAR DlhlNSION ElOM ORA E6R O UNDERSIDE OF NALLSL J FLOOR FRAMING MEMBERS ABOVE F -1NEW CONSTRICTION EXISTING KALLS DRAWINGS 5 THRU a ABOVE TO BE _ REMaJED 5,l EXISTING-g-1�2" 'ly_IO" 2'-5" 16x16 GM! NEW 6x16 GMU PIER pN 24' 5Ox12' DEEP F TYP PIER _ - L o L_J L I -- I LL J /r OISING SUMP RAND PUMP EMAIN - III— NEW 24 9fbll2 / 7 DSP Fre TYP I n N FOUNDATION PLAN SCALE: 1/4" = 1' -0" ,d EXISTING GARAGE ABOVE TO REMAIN - 5" VENT THRU ROOF - 1-1/2" VENT -- I �— I I LWASHDER I I 5" AA5TE I /.- 5" VDT 5TAGK EX15TINS PORCH STRUCTURE ABOVE ' TO RCMAIN j m I I o I I I I - 1 EXISTING E3A7HROOM 4" WA57E LINE - PLUMBING RISER DIAGRAM NTS 5" VENT THRU ROOF -� VENT - y r I I F I I I I I I I I I T 5" WASTE J 5" VENT STACK -- 5" WASTE LINE 1-1/2" VENT 1-1/2" VENT I`' I 2" WA57E LINE FOUNDATION WALL - 4" WA5TE LINE 5"FRESH AIR VENT I 4'' WA5TE LINE EXISTING WA57E LINE - BUILDING DEPT W VI 11 2044 UT 1113 by: T TS 4/1105 1/4" =l.. 0" TRLE: -a! °i NDATION PLAN c' 06 Z. Tn Q• 2 W J• Z LL �W• uIn S 2 W• �e ate• VI 11 2044 UT 1113 by: T TS 4/1105 1/4" =l.. 0" TRLE: -a! °i NDATION PLAN c' to m EXISTING EASEMENT DOOR TO REMAIN HOSE BIB NG L NEW ADDITION NEW TO BE REMOVED PROVIDE i PROVIDE NEA STAIRS TO 01i RAILINS TO EXISTINS ■, I_ _ �I _ .. T 452 L159A ti AID FLOOKINS TO REMAIN SCREE EXISTIll FINzrTO' lo REMOVE tiv v \ r .4V' REMAIN _ �— PORTION CLOSET F1111i�� - - - IRIOK OPEN WELYMS IN EXIST. EXPOSED ,, , i TO REMAIK fm -- TA24410 IN 10, SQUARE GAmw &m-UMN YV (a) 2x4 PRL PRo AZEI POST ANCi TOP AND BOTTOM W COLUMN OAP 05 SOW IW I' WARTOt ROUND YW Xs1x(kj' GAP) • COLUMN BASE (Il TYPICAL FIRST FLOOR (PLAN SCALE: 1/4" =1 •-0'• IW EXIST MASONRY J STEM TO REMAIN (2)2x8 MIN HEADER PROVIDE TYPICAL HOLD DOWN STRAPS III Pi HEA i1v Tym,x, 20 55clow i10 FLOM — Zo Zo20EX c4i Si X0 / i /E 15TINJ 2xb CJ i� j DOOR ELECTRIC METER LOCATED TO H !AM ROAD z z O H Q Q Q K W z 7 BUILDING DEPT alWON Y a N Z 0 H D 0 z Lu , Q = o° Z UJ J ` O. LL LL Z 06 Z. h Q• J 2•@ G W J•3 EZ � LL g W.. Q F• u (1) U) - 90 r Q C,4+�.� �9 ti PROJECT NO: 2044 RA N BY: UT CHECKED ' TS DATE: 411/05 114"=1'-011 SHEET TITLE: FIRST FLOOR - PLAN SHEET N : 1a r � EXE— ISTING NEW SECOND _ ANEW SECOND EXISTING STRUCTURE FLOOR ADDITION FLOOR ADDITION STRUCTURE 1 4 (V 5'-7" 5. -V,5' -5"W-10" 5'-5" O(SY2x10 0317x10 0 - (V iv 10 PVR4.M I I ! 7x10 RJRLIN r ___ i W � I EXISTINS ROOF O STRUCTURE BELOW MST N& ROOF I _ Q STRUCTURE BELOW BEDROOM I ry n - RIGID INSULATION A40 7'-0" WOOD FLOOR I i _ i WEATHER STRIPPIINS 4% 0 1026 50 4Y m ry� : x12 RIDIE_ ATTI �p1b� ry NEW 9:." PLYWOOD FLOOR -------- iMfR E1VEA E N®. GAB. --- --- _ — -- — p--- __j - — a' III III '�ty 'o ONIII II a - I- N'I III 11T-l- im < 10 IIS 1II +_nnArrrvuur:_`TQ m Q DG II MLK-I(3 II 0 TI ORI-•... -I- in Q ~ 10 IN Tb ASV„ II IrGLOSET II - �.�_ N II III ]x10 INi�- = Q D W IN DRAW. SP II 1 WOOD III _ v Q omTO SII FOR LOIII - W +III III I VM � _ < 0 T (e 10 J 1 3� runZ F W to I' REMOVE E%ISTING ELFLTRIG RISER POLE � AND OVEWgAD WIRES n PATCH ROOF STWTURE SECOND F L RLANAND ROOFING SCALE: 114" =1' -0" (2)2x8 MIN HEADER PROVIDE TYPICAL HOLD DOWN STRAPS S: -O• B.. II'-�7" 6 61_0" a'-10" B' a4'-3" EXISTING NEW SECOND STRUGTWRE FLOOR ADDITION 0 00 a BUILDING DEPT 0 o , �.5 • r W �... W r W U) Z o J a a= O a 0 O Z tl.I w WY Ho 0 LL U.,- , N M� W ro z• CA -j g 2 W J• EEE LL :3W•uNg.j" QF• 5� y y' �tED.�C G s�,yH/jf 7 PR JECT NO: 2044 RAWN : UT TS 411/05 EET TITLE: SECOND` FLOOR PLAN SHEET NO: I m 1 SUBFLOOR i� N STRUCTURE 01-q, NEW FASCIA AND SOFFIT SEE SPECS NEW WINDOW — PLASHING TYP PROVIDE HURRICANE STRAPS. SEE TYPICAL STRUCTURAL NOTES, SHEET 2 CHANGE ROOF PITCH TO ALIGN —� EXISTIN6 AND NEW FASCIAS FASCIA TYP ALIGN BOTTOM OF NEW FASCIA W1TH —� EXISTIN6 FASCIA ON BUILDING / SOFFIT TYPICAL J/ PROVIDE TRIM PROM THE HEAD J OF THE WINDOWS AND DOORS TO THE UNDERSIDE OF THE SOFFIT NEW GLASS DOORS — EXISTIN6 DECK EXISTIN6 DECK STRUCTURE RENOVATION S SECOND FLOOR ADDITION RIDGE NEW FIRST FLOOR RENOVATION $ 5E FLOOR ADDITION NEW ROOFING AND ROOF STRUCTURE SEE SPECS STRUCTURALBPURLIN E= N NI - O W203 d 5/4" PLYWD SUBFLR NEW ATTIC 12 % 6161, FINI El 2x4 • Ib" W/ R-15 OP NEW BATT INSU W/ BUILD OUT CEILING STRUCTURE GYP BD FINISH BEYOND FOR HVAC DUCTS NEW STUDY STRUCTURE OF 6ABLE - ROOF BEYOND AND BEHIND STRUCTURE j;lF &ABL �� BEDROOMSTRUCTUS ROOF BOND AND�BEHIND STRUCTURE F EXI T N& SEDROOM'I BEI FLOORING ON 2xb T6 DECKING EXPOSED 6x12 TIMBERS AT 24" OC 3x12 W/ R-Iq RI61D bx12 A/ INSULATION BEHIND TYP i RENO KITCHEN LIVING/DINING ROAM EXISTIN6 FLOORING TO RJ ON EXISTIN6 Pl-"rM SUBM PATCH IN NEW PLOORIN6 ' MATCH EXISTIN6 AS REQU EXISTIN6 FOUNDATION v4/FLOW THRU VOW 0 :i NEA STAIR VERIFY EXISTIN6 BATT EXIST CRAAL SPACE INSULATION (K-191) h `INFILL exisTINS CRAWL SPACE, ;�w/CLEAN SAND, LEVEL w/%*ROUNDIN& &RADE . . EXISTIN6 6ARA6E STRUCTURE PROVIDE HURRICANE STRAPS. SEE TYPICAL STRUCTURAL NOTES, SHEET 2 SECOND FLOOR TOP OF PLATE NEW FASCIA AND SOFFIT SEE SPECS WINDOW FLASHING TYPICAL 2xb ® Ib" W/ fit -It BATT INSULATION NEW ROOF STRUCTURE OVER EXISTIN6 ENTRY 12 PROVIDE HURRICANE STRAPS TYPICAL ?k8 QR� b -311 SECOND FLOOR TOP OF I �AL16N BOTTOM OF NEW NEW TRI FASCIA WITH EXISTIN& #50MFASCIA ON BUILDING I %x TRI CASED BEAM: (3)2x10 w/2x4 ON FLAT CASED w/Ix CEILING OF COVERED PORCH Ixb V -GROVE BD 10" SQ CASED COL W/ (4) 2xb PTI PROVIDE POST ANCHORS TOP AN EXIST BOT W/ COL CAP a's"x!%" W/ I" GOWERE QUARTER ROUND W/)s"x[Y2" CAP) b ENTRY COL BASE (I x4) TYP EXISTIN6 ENTRY TERRACE PORCH // FIRST FLOOR TOP OF EXISTING K z m O a F to wek w Zj 40 F z lu Z� NM QUO oc z0 NJ Xw Ll BUILDING DEPT 1 Fi "�., r{N S aWA"yr1 Rey Al 8/2/05 W a %j "a i, 172 lw 1.1 V♦ Lu N Z ib tIF E o ..1 a �— EXISTIN6 DECK EXISTIN6 DECK STRUCTURE RENOVATION S SECOND FLOOR ADDITION RIDGE NEW FIRST FLOOR RENOVATION $ 5E FLOOR ADDITION NEW ROOFING AND ROOF STRUCTURE SEE SPECS STRUCTURALBPURLIN E= N NI - O W203 d 5/4" PLYWD SUBFLR NEW ATTIC 12 % 6161, FINI El 2x4 • Ib" W/ R-15 OP NEW BATT INSU W/ BUILD OUT CEILING STRUCTURE GYP BD FINISH BEYOND FOR HVAC DUCTS NEW STUDY STRUCTURE OF 6ABLE - ROOF BEYOND AND BEHIND STRUCTURE j;lF &ABL �� BEDROOMSTRUCTUS ROOF BOND AND�BEHIND STRUCTURE F EXI T N& SEDROOM'I BEI FLOORING ON 2xb T6 DECKING EXPOSED 6x12 TIMBERS AT 24" OC 3x12 W/ R-Iq RI61D bx12 A/ INSULATION BEHIND TYP i RENO KITCHEN LIVING/DINING ROAM EXISTIN6 FLOORING TO RJ ON EXISTIN6 Pl-"rM SUBM PATCH IN NEW PLOORIN6 ' MATCH EXISTIN6 AS REQU EXISTIN6 FOUNDATION v4/FLOW THRU VOW 0 :i NEA STAIR VERIFY EXISTIN6 BATT EXIST CRAAL SPACE INSULATION (K-191) h `INFILL exisTINS CRAWL SPACE, ;�w/CLEAN SAND, LEVEL w/%*ROUNDIN& &RADE . . EXISTIN6 6ARA6E STRUCTURE PROVIDE HURRICANE STRAPS. SEE TYPICAL STRUCTURAL NOTES, SHEET 2 SECOND FLOOR TOP OF PLATE NEW FASCIA AND SOFFIT SEE SPECS WINDOW FLASHING TYPICAL 2xb ® Ib" W/ fit -It BATT INSULATION NEW ROOF STRUCTURE OVER EXISTIN6 ENTRY 12 PROVIDE HURRICANE STRAPS TYPICAL ?k8 QR� b -311 SECOND FLOOR TOP OF I �AL16N BOTTOM OF NEW NEW TRI FASCIA WITH EXISTIN& #50MFASCIA ON BUILDING I %x TRI CASED BEAM: (3)2x10 w/2x4 ON FLAT CASED w/Ix CEILING OF COVERED PORCH Ixb V -GROVE BD 10" SQ CASED COL W/ (4) 2xb PTI PROVIDE POST ANCHORS TOP AN EXIST BOT W/ COL CAP a's"x!%" W/ I" GOWERE QUARTER ROUND W/)s"x[Y2" CAP) b ENTRY COL BASE (I x4) TYP EXISTIN6 ENTRY TERRACE PORCH // FIRST FLOOR TOP OF EXISTING K z m O a F to wek w Zj 40 F z lu Z� NM QUO oc z0 NJ Xw Ll BUILDING DEPT 1 Fi "�., r{N S aWA"yr1 Rey Al 8/2/05 W a %j "a i, 172 lw 1.1 V♦ Lu N Z ib J o ..1 a �— a= F- 0iow Q o Q W Wi 0 U. LL rn Cal Z 0 Z. fq Q• Pa ILL j LL Zuj- �W•`„8 N .Ml• 0oa*'S C. $4 G -it ycw yoe 2044 KAWN BY: UT ED BY: TS 4/1/05 1/2” = T-0" BUILDING SECTION e'14 ECTRICAL LEOEN DUF�EX RE`�A pLE OUTLET 279y IiB¢EPTACI,I! OUTLET OUAPRAPLEX "EPTACLE OUTLET HAI.,F HOT RECEPTACLE OUTLET Q[w+' MATER PROQF RECEPTACLE OUTLET QQ'^ SROUNq FAULT INTERRUPTOR OUTLET M HI&H HAT FIXTURE {� HI&H HAT FIXTURE LOW VOLTAGE DIRECTIONAL HI&H HAT SURFACE MOUNTED CEILIN& FIXTURE SURFACE MOUNTED WALL FIXTURE SURFACE MOUNTED SPOT LI&HT SWITCH DOOR SWITCH SWITCH DIMMER FRI TELEPHONE 0 TELEVISION Ir -51 CATE&ORY 5 JACK 5/D SMOKE DETECTOR X SURFACE MOUNTED CEILING FAN =F SURFACE MOUNTED FLORESCENT FIXTURE UNDER CABINET MOUNTED FLORE5GENT FIXTURE =7 SURFACE MOUNTED LI&HTIN& TRACK EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST FAN ATTIC 9 9 TO SWITCH AT FIRST <--__ FLOOR LIVIN& ROOM ��� 1/4" =1' -01' — FIR 0 BUILDING DEPT WIRE TO FUTURE R PLAN } LANDSCAPE FIXTURES COILED W W WZ UNDER DECK 0 BUILDING DEPT 06 Z• Lij JS• } W W WZ z� 7 W•u u W z Z o J o o J a z=� _ 0 4 Y r y M� W W Z 06 Z• 2044 UT THIECKED BY: S 411105 11;4 1' - 0" SHEET TITLE: ELECTRIC LAYOUT PLANS • "II► JS• s� W J• z� 7 W•u u o Q F• (A W. 2044 UT THIECKED BY: S 411105 11;4 1' - 0" SHEET TITLE: ELECTRIC LAYOUT PLANS • "II►