Loading...
HomeMy WebLinkAbout31031-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31463 Date: 03/03/06 THIS CERTIFIES that the building ALTERATIONS Location of Property: 11535 MAIN RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 142 Block 2 Lot 16 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 18, 2005 pursuant to which Building Permit No. 31031-Z dated MARCH 31, 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 ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING FOR CONVERSION TO A DENTIST OFFICE WITH HANDICAP RAMP ADDITION AS APPLIED FOR PER ZBA #5595 DATED 11/18/04 AND ZBA #5676 DATED 3/10/05 . The certificate is issued to FRANCIS & CHRYSTYNA KESTLER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-04-0015 12/05/05 ELECTRICAL CERTIFICATE NO. 2004576 08/31/04 PLUMBERS CERTIFICATION DATED 02/09/06 ASEAN MCDERMOTT Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, 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, Commercial $15.00 / Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: w5 3 S A UA �k('44-1-�-)c(C House No. / Street Hamlet Owner or Owners of Property: C i k FS+L'r Suffolk County Tax Map No 1000, Section __ I I a Block 000 -)- Lot d i to Subdivision _ Filed Map. _ Lot: Permit No. 3 I 03 1 Date of Permit. 313 i /o s Applicant:_ 6-zLn c s KPS He/ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ (L. O 1C� G �) A 'licai ignature 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. 31031 Z Date MARCH 31, 2005 Permission is hereby granted to : FRANCIS KESTLER PO BOX 1650 MATTITUCK,NY 11952 for ALTERATIONS TO AN EXISTING DWELLING, CONVERTING TO AN OFFICE, AS APPLIED FOR PER ZBA & PLANNING BOARD. at premises located at 11535 MAIN RD MATTITUCK County Tax Map No. 473889 Section 142 Block 0002 Lot No. 016 pursuant to application dated MARCH 18 , 2005 and approved by the Building Inspector to expire on SEPTEMBER 31), 2006 . Fee $ 200 . 00 j r A orized Signature ORIGINAL Rev. 5/8/02 a 0 CA Town Hall,1:1004 Main Road �� Fax(631)765.9502 P 0 Bux 1179 ' t� L Q To1cplwne.(631) 765-1802 Southold, N,,U Yed, l 1971-/9}9 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERT1 );ACA 'I 10 N Rile.— Building Permit NO. 30 9 (e O vucr: G1 S A (Please print Mumbcr: CEAN Mfl-b-M'440 (Please print) L\t 4$- pdc--Ar rf 1 0Cftifq that the solder used in tho watot supply sva(cm corllaina lcsd than 2/10 of 1°/o ;end. (Plumbers Sipa(ure) Sworn to before me this day Of 00 13ERNADETTE DeANGELIS NO ARY PUBLIC,STATE OF NEWYORKK4�ez� KK No.Ot DE475031 t SUFFOLKCOUNTY res June 30.?A�L / Commission Exp' f VOLtry Public, � IG County V FEB 1 0 2.2'd SS£9£S3 o1 bb00862L£3 d3l1S3�i 5 3GMOJA LS:80 3002-80-635 ctrl'ar jOfflJLrr3rJrJ�rJ�rJ�clrJdJrJ�rn crrJ�r�r1 crcPrJrJ crrJr�r1r?P r�rJrJrJ�rJcJ c1rJrJ�rJrJ�rJ@JrJctcfrJrJcrcfarJrJ�rJ�cPrJ�rs cM 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERSBUREAU S TY 40 FULTTON STREETF C NEW YORK, NY 10038 CERTIFIES THAT UI UI Upon the application of upon premises owned by 55 r5j PETERSEN ELECTRIC CORP. FRANK KESTLER 5 85 SILVER COLT RD. 11535 MAIN ROAD C5 CUTCHOGUE, NY 11935, MATTITUCK, NY 11952 SLocated at 11535 MAIN ROAD MATTITUCK, NY 11952 C5 Application Number: 2004576 Certificate Number: 2004576 S Section: Block: Lot: Building Permit: BDC: ns1155(D' S5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of S electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor,Outside, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on theDay of 5 31st August,2004. 5 5 Name QTY Rate Rating Circui[ Type C5, Appliances and Accessories l� 5 Exhaust Fan 3 0 F.H.P. Future Appliance Feeder 3 0 20 Amps 5 5 Wiring and Devices 5 Outlet 20 0 Fixture 5 Fixture 5 0 Incandescent 5 Cj Fixture 15 0 Flourescent 5 5 Outlet 54 0 General Purpose 5 5 Receptacle 30 0 General Purpose 55 5 Switch 15 0 General Purpose 5 5 5 Multi Outlet System 6 0 FT 5 Receptacle 17 0 GFCI SDisconnect 1 0 60 amp Air Conditioner C 5 5 Service �5+ 1 Phase 3 W Service Rating 200 Amperes 5 Dj Service Disconnect: 1 200 cb 5 Meters: I seal X55', 1 of , 5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 5 o ���sc�sMMs MMEMM i ��� ��� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 S CERTIFIES THAT 5 C� Upon the application of upon premises owned by 5 PETERSEN ELECTRIC CORP. FRANK KESTLER 585 SILVER COLT RD. 11535 MAIN RD 5 c5 CUTCHOGUE, NY 11935, MATTITUCK, NY 11952 5 Cc� Located at 11535 MAIN RD MATTITUCK, NY 11952 5� Application Number: 2052305 Certificate Number: 2052305 5 `7C Section: Block: Lot: Building Permit: BDC: ns11 5 5 Described as a occupancy, wherein the premises electrical system consisting of 55 �5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor,entry way,Outside, CS5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 D herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 6th June,2005. 5 5 Name QTY Rate Rating Circuit Type 5 Cj Alarm and Emergency Equipment 5 Combo Exit and Emergency Light 1 0 5,5 Wiring and Devices 5 Outlet 2 0 Fixture 5 5 Fixture 2 0 Incandescent 5 Outlet 5 0 General Purpose 5 5 Receptacle 4 0 General Purpose 5 5 Switch 2 0 General Purpose 5 5 5 5 5 5 5 sea/ 5 55 5 I of , S 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 i-la .. i� 5 D r lcPrJrJ�r�rJrJrJr�cPrJrnrJcPr� rP r n rJr�rJrJrncPr fo cncnrrrJcnrJR WEn�nr�rJ rJrJrJ� rJrJr f arJcfc nrJ�rJ?nr�rJ arP o MAILING ADDRESS: PLANNING BOARD MEMBERS �� so G Y.O. Box 1179 JERILYN B.WOODHOUSE �� �70Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS 4 'Town Hall Annex KENNETH L.EDWARDS G Q 54875 State Route 25 MARTIN H. SIDOR (cor. Main Rd. & Youngs Ave.) GEORGE I7.SOl OMUN - .7 CoU Southold, NY - Telephone: 631 765-1938 Fax: 631 765-3136 L PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 20, 2005 Mr. Frank A. Kestler P.O. Box 1620 Mattituck, NY 11952-0904 Re: Proposed Site Plan for Francis Kestler Located 11535 Main Road in Mattituck SCTM#1000-142-2-16 Zone: RO District Dear Mr. Kestler: In reference to the above, the Planning Board held a work session on December 19, 2005 to review the As-Built Site Plan dated November 11 , 2004 and last revised December 13, 2005, and determined that the site plan requirements have been satisfied and a certificate of occupancy can be issued. The owner agrees to the following: • The landscape will be completed in the spring as shown on the site plan. • The parking lot lights will be installed as soon as possible. The owner agrees to use the building mounted lights for temporary safety lighting of the parking lot area until the permanent light fixtures are installed. If there are any questions you can contact Bruno Semon at (631) 765-1938 x5019 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, •/erilyn B. Woodhouse Chairperson CC:file, bd IPPEALS BOARD MEMBERS OF SOUly� Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road•EO. Box 1179 Gerard P. Goehringer # # Southold,NY 11971-0959 Vincent Orlando Office Location: James Dinizio, Jr. • A�a0 Town Annex/First Floor,North Fork Bank Michael A. Simon 2I,yCOu N 54375 Main Road(at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809• Fax (631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 10, 2005 ZBA Ref. 5676 — DR. FRANCIS KESTLER Property Location: 11535 Main Road and Pacific Street, Mattituck; CTM 142-2-16 Zone District: Residential-Office. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 22,406 sq. ft. parcel has 101.37 feet along the north side of Main Road (a/k/a State Route 25) and 217.14 feet along the west side of Pacific Street in Mattituck. The property is improved with a two-story main building and detached building, as shown on the September 24, 2003 survey prepared by Martin Donald Hand, L.S. BASIS OF APPLICATION: Building Department's January 14, 2005 Notice of Disapproval concerning an application for a building permit for additions with alterations to an existing single- family dwelling conversion-to a dentist office. The reason stated-in 4he disapproval is that the front yard setback of the proposed new construction is less than 50 feet from the front lot line. (In addition, it is noted in the Notice of Disapproval that the proposed conversion to a professional office requires site plan approval from the Southold Town Planning Board.) FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 3, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE/RELIEF REQUESTED: The applicants wish to enclose (and convert) the existing screened front porch to a waiting room and with ingress and egress adjacent to the proposed dental office, with new handicap access and ramps. The setback is 10'1' from its closest point the front property line, and the handicap access area will be greater than the existing 11'1" setback at the westerly side of the proposed converted porch area, as shown on the site map (S-3) prepared 1-28-2005 by Condon Engineering, P.C. 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The new alterations for conversion of the existing k Page 2 —March 10, 2005 .Vile No. 5676 — Dr. Frank Kestler CTM Id: 142-2-16 front porch, and the new handicap ramp and access areas, will meet or exceed the existing setback of the principal building. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The building has maintained nonconforming setbacks for over 50 years, and there is no reasonable alternative to change the building to meet the 50 ft. front yard setback requirement of the code. Without an area variance, the addition is not possible. 3. The variance granted herein is substantial. The code requires a minimum of 25 feet for both side yards, and the addition is a two-ft. reduction from this requirement, resulting in total side yards of 22+-feet. 4. The difficulty has been self-created and is related to the need to convert the porch and the location of the porch as it exists in a nonconforming location, prior to this variance application. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The porch at the front of the existing dwelling structure predates the enactment of zoning and is the reason why the nonconformity exists. The Board has taken into consideration the nonconforming setbacks of the business buildings in the immediate neighborhood on both sides of State Route 25. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Simon, and duly carried, to GRANT the variance as applied for, as shown on the site map (S-3) prepared 1-28-2005 by Condon Engineering, P.C. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliv (Chairwoman), Goehringer, Orlando, Dinizio, and Simon. This Resolution was duly adopted (5-(} ._ 6 „n ^ ,' Ruth D. Oliva, Chairwoman 3/ /05 Approved for Filing OgUFFO(�-c APPEALS BOARD MEMBERS p� OG Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road Gerard P. Goehringer y Z P.O. Box 1179 Lydia A. Tortora Southold, NY 11971-0959 Vincent Orlando Tel. (631) 765-1809 James Dinizio, Jr. �Ol �p Fax (631) 765-9064 http://southoldtoNN,ii.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 18, 2004 ZBA Ref. 5595— DR. FRANCIS KESTLER Property Location: 11535 Main Road and Pacific Street, Mattituck; CTM 142-2-16 Zone District: Residential-Office. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 22,406 sq. ft. parcel has 101.37 feet along the north side of Main Road (a/k/a State Route 25) and 217.14 feet along the west side of Pacific Street in Mattituck. The property is improved with a two-story main building and detached building, as shown on the September 24, 2003 survey prepared by Martin Donald Hand, L.S. BASIS OF APPLICATION: The applicant's original request was for a variance requesting approval for two uses on a lot having less than 40,000 sq. ft. of lot area, and for a Special Exception under Section 100-71 B, for an apartment use over professional or business office use. Also filed is the Building Department's June 30, 2004 Notice of Disapproval, amended October 27, 2004, citing Code Section 100-71 B(3) in its denial of a building permit application for alterations to convert the existing building to more than one use, and that the applicant is requesting a dentist office with apartment above. The Building Department's reasons include the code requirement that not more than one use shall be allowed for each 40,000 square feet of lot area, and also reiterates the code provision reference to 100-71 B-3 and Section 100-91134(a-f). However, Section 100-91 B(4), subsections (4-a- f) are not written into the zoning code. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 18, 2004 at which time written and oral evidence were presented, Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE WITHDRAWN: During the November 18, 2004 public hearing, the attorney for the applicant withdrew the request for an area variance under Section 100-71B(3), and confirmed their intention to proceed with one main use at this time. The applicant also requested confirmation that a Special Exception was not required under Section 100-71A(3) for a professional (dental) office. Page 2 —November 18, 2004 File No. 5595—F. Kestler CTM Id: 142-2-16 CODE PROVISION: Section 100-71 reads as follows (emphasis added): USE REGULATIONS: In the Residential Office (RO) District, no building or premises shall be used and no building or part of a building shall be erected or altered which is arranged, intended or designed to be used, in whole or in part, for any uses except the following: A. Permitted uses. (1) One-family detached dwellings, not to exceed one dwelling on each lot. (2) Owner-occupied two-family dwellings. (3) The following uses are permitted uses subject to site plan approval by the Planning Board. (a) Buildings, structures and uses owned or operated by the Town of Southold, school districts, park districts and fire districts. (b) Buildings, structures and uses owned or operated by fraternal organizations and utilized for activities typically conducted by a fraternal organization, including but not limited to public meeting places, charitable and fundraising events, patriotic observances and catering for public and private functions. (c) Bed-and-breakfast uses as set forth in and as regulated by § 100-31 B(14). (d) Professional offices. (e) Churches or similar places of worship, parish houses, convents and monasteries. (f) Libraries, museums, art galleries, exhibit halls, artists'/photographers' studios and dance studios. (g) Small business offices such as insurance agencies, real estate agencies, computer software services, financial planning securities brokers and like-kind small business establishments excluding retail sales of any kind or nature and limited to overall floor space of 3,000 square feet. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Chairwoman Oliva, seconded by Member Orlando, and duly carried, to CONFIRM that, based on the withdrawal at this time of applicant's area variance application related to a requested apartment as a second use, that the remainder of applicant's proposal for a dental office, is a permitted use in this Residential-Office Zone District under Section 100-71 A, without the need for a Special Exception. This action does not authorize or condone any current or future use, setback or other feature of the Page 3 — November 18, 2004 File No. 5595— F. Kestler CTM Id: 142-2-16 subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Orlando, and Dinizio. (Member Tortora was absent.) This Resolution 191� dul I dogYgd (4-Q)a A .Q Ruth D. Oliva, Chairwoman 11/30/04 Approved for Filing Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 February 8, 2006 Mr. Michael J. Verity Principal Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Subject: Dr. Frank Kestler—Permit#30965Z 11533 Main Road, Mattituck New York Plumbing Inspection Dear Mr. Verity : I conducted a plumbing inspection at the Dr. Kestler office building and found the plumbing to be free of leaks and installed in accordance with the New York State Building Code. If you have any questions please call me on 298-1986. Yours truly, W y* �n. NQ>. n J: on, P.E. C5'5 E84 U�RUFtSS101eP�',, AV SOUTyo# TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ) FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING / STRAPPING [)(FINAL [ ] FIREPLACE & CHIMNEY [ ] `F'I'RE SAFETY INSPECTION REMARKS: rx - 16, J3 , FLti-eek DATE 3 - ( INSPECTOR ho��,of souryO6 -�y� �xcauKn�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ) FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ } FIREPLACE & CHIMNEY / ] FIRE SAFETY INSPECTION REMARKS: DATE d --7--0 & INSPECTO Of SOUryO� f�f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINA f [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION c \ REMARKS: _ /, C .,✓dE,L. �i� i 3/p3/ a DATE INSPECTOR 3 D #�pOF SOUlyO� I jar C� r 317 C-y — c ( E Z z-p( rHOLD BUILDING DEPT. 765.1802 )ECTIO � ('��✓N/fir(° �� /n r4ek ljAlb [ ] ROUGH PLBG. T I [ ] INSULATION NG [FINAL -Jj,Z;, IEY (� [ ] FIRE SAFETY INSPECTION REMARKS: Wi U �a l� L41111 c CA DATE nn INSPECTOR 31031 z 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND KINSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE -� /� e INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 0 DATE �� �� � INSPECTOR �" 765.1802 BUILDING DEPT. INSPECTION [ FOU DATION IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETYINSPECTION REMARKS- DATE /j INSPECTOR '`� rl W 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY ( ] FIRE SAFETY INSPECTION REMARKS: I_ f � �--� Gjgyp! Vk41 N t W v �N < lA 7-IdV f I DATE 9 f a INSPECTOR FIELD INSPECTION REPORT DATE o COMMENTS FOUNDATION(1ST) ------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) ✓ � � ----- - - -- -- ROUGH FRAMING& _-- - - - U y PLUMBING �1 x r INSULATION PER N.Y. -- -_ _ _-_-_ _ ------------ STATE ---- -STATE ENERGY CODE FINAL ADDITIONAL COMMENTS SD 7 . - z m - LA - - - - --- - wb d � --- - z - I y _ _ d 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 4 sets of Building Plans�� TEL: (631) 765-1802 Planning Board approval / FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 31031 -7- Check*7� Septic Form N.Y.S.D.E.C. 7-09 Examined ..3 'i ,20ruste � Contact:T Approved 3/-3 ) ,20 b Mail to: Disapproved we_, Phone: � Q S- U 2f Expiration u/ , 20 6 Bui(AL In APPLICATION FOR BUILDING PERMIT Date r . / 7 200-5 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. 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 droit authorized inspectors on premises and in building for necessary inspections. /f,p ^ 1% � ; ) a C2 (Signature of applicant or name,if a corporation) Pa Aox 1G-<Q, 6-rrlrz1cK,NV U95a, (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ()rifif P- Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: // 535 M,4/d -6 �I�rrir� House Number Street Hamlet County Tax Map No. 1000 Section__��__ Block (9a Lot f 70 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Kr-S I b f o-f— b. Intended use and occupancy D E N'-T'A I_ 0 ><�C-L� 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost fp S ���• O� Fee .y (To be paid on filing this ap lication) 5. If dwelling, number of dwelling units l� _Number of dwelling units on each floor If garage, number of cars r 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. f f I 7. Dimensions of existing structures, if any: Front a(P Rear ? Depth Height o<6 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 r Number of Stories 1 [ 9. Size of lot: Front 101, 31 'I Rear -U o I ' Depth a3a 10. Date of Purchase 140 • 191 a0 03 Name of Former Owner MmR 0-L�� Q �f tv NR'5I 11. Zone or use district in which premises are situated RO 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES // NOn Will excess fill be removed from premises? YES_NO 14. Names of Owner of premisesrPAdus A. 4As- C-1LAddress 115 35 MA,0 IN 6fi " hone No. Soa 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 MAYREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY II OF 5,f F Ik) / 0,'h v�t5 11,1 'A a S-1 2St (ev being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the fv-q tel+ (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 18 ", day ofr-e� 200�i— �J Notary public gnature of Applicant John M.Judge NOTARY PUBIC State of New York No. 01JU6059406 Qualified In Suffolk County commission Expires May 29,20o-I FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 14, 2005 TO: Frank Kestler, D.D.S. PO Box 1650 Mattituck, NY 11952 Please take notice that your application dated January 6, 2005 For permit for additions and alterations to an existing single family dwelling conversion to a dentist office at Location of property: 11535 Main Road, Mattituck County Tax Map No. 1000 - Section 142 Block 2 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article VII, Section 100-72 which states "No building or premises shall be used and no building or part thereof shall be erected or altered in the Residential Office (RO) District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter, with the same force and effect as if such regulations were set forth herein in full." According to the bulk schedule, the proposed construction requires a front yard setback of 50 feet. The proposed addition notes a front yard setback of 11.1 feet. In addition, the proposed conversion to a professional office requires site plan approval from the Southold Towr Wing- oard. 4Autho Sign e Note�to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 30, 2004 TO: William Goggins A/C Kestler 11535 Main Road Mattituck, NY 11952 Please take notice that your application dated June 17, 2004 For permit for alterations to an existing single family dwelling conversion to a dentist office with accessory partment above at Location of property: 11535 Main Road, Mattituck County Tax Map No. 1000 - Section 142 Block 2 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed construction requires special exception approval from the Southold Town Zoning Board of Appeals and approval from the Southold Town Planning Department You mav a to these agencies directly. Authorized Signa ure Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: J /3/ /05 APPLICANT:—7: cO s �c.vng– DATE SUBMITTED: i-i—J0S- SCTM#DISTRICT: 1,00,0, SECTION: )4Z , BLOCK: Z , LOT: 16 SUBDIVISION: ADDRESS: )) �35 IYic�►n Q _ CITY: Mkifi-�u,,J- ZONING DISTRICT:��_CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- ; INFO /"BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/ C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED A{d NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before�une 30,1983),UNDERSIZED LOTS FROM JAN.1997 100 5.Merger.(A nonconforming at anytime after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ®,B ACT. LOT COV. REQ. FRONT v`O PROP. FRONT //.! REQ SIDE ,15 3,;� ACT. SPE E REQ. REAR &D PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: Vina 6Wl10?Z5101V Sth ZEST /jar' ESTIMATED PROJECT COST: ARCHITEC R: LU-VOA-) WATERFRONT? Ak DESCRIPTION: PANEL # FLOOD ZONE: .,-< APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: E (BED ft DTE: _/ / PERMIT#: TOWN SEPTIC RECEIPT: Y00 �— NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE _/ / PERMIT#: TOWN ZONING BOARD APPROVALOO or NO DTE: 3/JO /5- PERMIT#: 56R6 TOWN PLAN. BOARD APPROVAL:<Dor N DTE: /A_r lT PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or O NEW YORK STATE CODE COMPLIANCE (SEE PAGE ) YES r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- (SF)= SFX$ =$ +$ +$ =$ 2. ( SF)- (SF)= SFX $ =$ +$ +$ = $ 3. ( SF)- ( SF)-- SFX $ =$ +$ +$ = $ FINAL TO AL: $ ® L 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 Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: 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 PROTECTIONEQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLNCE? Y/N(RETURN TO PAGE ONE) MAILING ADDS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B.WOODHOUSE �OF SO(/jholo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR a+ 54375 State Route 25 GEORGE D.SOLOMON �O (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND coulm,Nc� Southold, NY IY1, f` Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 3, 2006 Fn Mr. Frank A. Kestler P.O. Box 1620 Mattituck, NY 11952-0904 j Re: Proposed Site Plan for Francis Kestler Located 11535 Main Road in Mattituck SCTM#1000-142-2-16 Zone: RO District Dear Mr. Kestler: In response to your letter dated June 19, 2006 for a final site plan satisfaction letter, the Planning Board held a work session on June 26, 2006 to review comments of staff on the site visit performed and determined that the site plan requirements have been satisfied and a certificate of occupancy can be issued. If there are any questions you can contact Bruno Semon at (631) 765-1938 x5019 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, Jerilyn B. Woodhouse Chairperson CC:file, bd STATE OF NEW YORK Jul- DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 12231-0001 GEORGE E. PATAKI CHRISTOPHER L. JACOBS GOVERNOR SECRETARY OF STATE State of New York: Department of State ----------------------------------------------------- In the matter of the Petition of: NOTICE OF DISMISSAL Lambda Asssociates, Inc. Petition No. 2000-0025 For a variance or Appeal with Respect to the New York State Uniform Fire Prevention and Building Code ------------------------------------------------------ The petitioner in the above matter was notified May 17, 2006, that this petition, filed pursuant to 19 NYCRR 450, had been deemed to be incomplete by the Department. More than 90 days have now elapsed and no further action has been taken. Therefore, take notice that the petition is dismissed without prejudice to any subsequent Petition. ulie Nemeth-Weisser Regional Services Division of Code Enforcement and Administration Dated: June 20, 2006 WWW.DOS.STATE.NY.US E-MAIL:INFO@DOS.STATE.NY.US 0 E / 101b`'a� j \ � ,6mpRAINACELP 10'0DRAINAG€LP \ ''.10'0D INAGELP P 8'0X3LP / 8'0X 3'LP 6' EP i \ � Y r EP 1 ••\ \ 8'0X 46 fi" ISTING PUBLIC WATERLINE 81 3. � \ EL.12.6 \EP 8'0X6L 2 \ O (3'EXPA ION LP s9, \ •'p, 43' 'I 201,600 GAL GT�% � \ 8'0 X6LP Cly \EXIS 0 \ CF 8 DTE I \ G,1JQ\gyp �C(q -v! \ TIN ELL- ISCON TEDANDN BE F' � 10'O'QRAINA KEY MAP \'0 RAIN L NTS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T,M. DIST. 1000 SEC. 142 BLK. 02 LOT 16 SITE PLAN BASED ON SURVEY BY t� °F """f roo HANDS ON SURVEYING ADJACENT PROPERTIES SERVED BY I _ SUFFOLKCo;r„I Y+; p,-, ,-1 , •.T I,-r �_��:,,�.E..; aVICES IIS 46 NORTH ROAD HAMPTON BAYS,NEW YORK PUBLIC WATER . APi=";V,lL.S. - DATED SEPTEMBER 24,2003 l7a[o,,,_,,�•z— -f_�1.J --, 4'f O 0` CeJJS F 4 s' . SCALE1`=20' T pROFESSI0••F�.- Plane are pr•pmd by C.nd.n Ena^•mnh,PC ll Condon Engineering, P.C. Dr. Frank Kestler iM1•NrvYod91•b EtluoNlon bw„lrhd• 115,5•Won YG9.hr Movn•r•.nod.„..hno.hd a tlh..wo.l.e.•.a 11535 Main Road Pml•n7wanym.•n nr.hn.m,m4.a su,wp,meer.m prewn by JJC 776659kbee Rwd P-1 a•mm..vw.v u..li.m h..rmvu...el m.n5.hn.•^ Met1INd,New'York 11962 Madl(uck, NOW York er.nlmm,or L..a s•myor l•.Imr.dA,n ,m•dsmaeml..•r, 631 296-1966 As Built Septic Plan the=on W fin Aed by he0• Ignabe�mrnhhvaYW ( ) am.lw.n•nn.r.a dJ mlmw.a dv M1iM.r•lo.•I�n•.am•d•,. Hale,l2-13-2005 m.umdi.r.u...,.�a.•v.oh.a.wrinh.n nlN.ArWm ld PIT SITE DATA 300150 0 300 660 960 1200 155 1600 2100 24c� LOT AREA:22,406 SQ.FT. =0 506 ACRE 1 CURRENT ZONING:RO-RESIDENTIAL OFFICE KEYMAP PARKING CALCULATIONS: REQUIREDI HANDICAP ONE(()STALL DENTIST SOUND AVENUE SCALE: 1"=600' TOTAL 5 STALLS REQUIRED PROVIDED: 12 REGULAR STALLS (2)HANDICAP STALL 14 STALLS TOTAL PROVIDED T � n EXISTING LANDSCAPED AREA:3,681 SQ.FT = 16.4% F EXISTING LOT COVERAGE' 3,182 SQ FT. = 14 2% �� (COTTAGEHOUSE,BR.PATIQ DECKS) c 0 - 02 PROP.WOOD RAMP AND LANDING62 SQ.FT. PROPOSED ASPHALT AREA. 6,007 SQ.FT NOTE:WALL MOUNTED LIGHT FIXTURES TO BE MOTION ACTIVATED,SOFT LIGHT F AND SHIELDED DOWN SEE ADDITIONAL PLAN(SHEETP-2)FROM CONDON ENGINEERING,P.C. DATED 11!12/2004 FOR GRADING AND DRAINAGE. E 0 m fASTLFG/ONROA kA m a rt5 ZONING R-40 ZONING R-40 LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF EUGENE PACHOLK & WENDY PACHOLK MARTHA KENNELLY 2 wCl � N 53°38'20"E 96.04' EL:12.r SURVEY OF CONIC : . ► .D* * * # • � . . . �► � �► � . � z z PROPOSED VEGETATIVES ING DESCRIBED PROPERTY SITUATE AT �m (BLUE SPRUCE ORAPPRO EQUAL) iZ I I EXISTING MATTITUCK 1 LANDSCAPED AR i,. co TOWN OF SOUTHOLD r d o c SUFFOLK COUNTY, NEWYORK O T S.C.T.M. DIST. 1000 SEC 142 SLK 02 LOT 16 m /II 7 8 9 10 11 12 i a 10 5 0 10 20 30 0 50 60 70 80 3 Go J s SCALE. 1"=20' DATE: SEPTEMBER 24, 2003 m0 v ENTRANCE s.�`"x-�`aow,• y m z% v v PROPOSED s�Aow L 1 0 a1 1 oymo ra—n ASPHALTPARKING — m �mz Ii mmo m y LOT EXIT m n z ao ♦ o T "m y'ao. P I A nAgo 2 i_ N 6 4 3 � ^ o OP SE L.BL CURB r ' _ �I -- D�'O co z _ r T '� 1 zm m t 1 po W rm-07d ., ( W� A. CT 1� Z C� _EX/ST-LANDSC-APING— PI E o m a �; Z v7 - Cr TO BE TRANSPLANTED Illy �� ONSITE E$ w ° I ( Ov - � rn � O 0 cn O r~11 Og OPOSED m >n C7 T y r z Cl7 A G I G * O�-� RI :Cl o IGHTING(TYI _ m m do 1 w am EXISTING SCREEN HEDGE co y 1V BRICK p�RCL SED m coN Cn y C2 O 1 •8' PATIO gqN ` ENCLOSED m ITI z fn r ` LAT#v�T PS m 17�'I G7 m n z 12.3' 1 STORY t.0 P O O �� 17.4 z m ti ' n r• FRAME _ BUILDING ti Ea m (STORAGE) " :-4 -< -) c Z F.F. = 155.9' ngAo p m0 m OFo� � .7 OVER _m5 NEA��nS J OWNER OF RECORD: �^ 1 Z > 10.4' FRANCIS A. KESTLER g 1 O D A -n p ro - o - a s P.O. BOX 1650 n mcTx I AOA / MATTITUCK, NEWYORK, 11952 N w Tm' r -{ z� r A O o > p � C � A �zm Imi M- 0-0- M :CI RELF COBE Z PIT to j WWI- 0. "A510E RAMP N D > IN 4m m ' 6.0' L yam :° ANDSCAPED v >m AREA71 Dg-NS w� us a ,y,� °�'�O," _ „ •�,'::ii,DROP INLET CERTIFIED TO:FRANCIS A. KESTLER EL14.1 ..YPAN 512 r/,r . COUNTRYWIOP HOME LOAN EDGE OF AVEMENT EL-14.2' HOME BUYER ABSTRACT SERVICES, LLC ��, rr COSTING SC CLOSEDRCH I T NEW TICS JOB NO. E EN MAP N0.253-397 G�` N p pNAC 69`�� n—�n EP:13.T TO BE R�NOIN6 STEPSE 37"H X 60°W FILED: - Q• y -p p OPOSEDON DED SIGN REVISIONS:REV SITE PLAN �� 9 , DOUBLEPROX 3'ABOVE GROUND STS REVSITE PLAN 121171254 a STATE ROUTE 25) 10&255TINGREV.SITE PLAN&� GE s�gr�o y0P ROAD (VARIABLE V'IIDTH) 05036 H REV SITE PLAN 211255 Op NEW MAIN I R 0RFyNSENO:M163 I v ' HANDS ON.SGRVEYING 46NORTHROAD' STREET HAMPTON SAYS, NEWYORK ZONING ACROSS SS TEL:(631) 725-1954 4FAK(631)-72.3.1329 GENERAL B SS RTIND. HANDL IS i SITE DATA 300150 0 300 600 900 1200 1500 1800 2100 24M LOT AREA:22,406 SQ.FT =0506ACRE CURRENT ZONING RO-RESIDENTIAL OFFICE KEY MAF rrl PARKING CALCULATIONS. REQUIRED 5 STALLS/ONE(1)DENTIST SCALE1'=600' (1 HANDICAP STALL INCLUDED) SOUND AVENUE ACC.APARTMENT (2 STALLS) I, TOTAL 7 STALLS REQUIRED PROVIDED 7 REGULAR STALLS (1)HANDICAP STALL 8 STALLS TOTAL PROVIDED EXISTING LANDSCAPED AREA:3,681 SQ.FT. = 16.4% m EO cD� EXISTING LOT COVERAGE. 3,182 SQ.FT = 14.2% (COTTAGEHOUSE,BR PATIO,DECKS) PROPOSED ADDITIONAL LOT COVERAGE.' oZ ."SOP SEE ADDITIONAL PLAN(SHEET P-2)FROM CONDON ENGINEERING,P.C. DATED 11/12/2004 FOR GRADING AND DRAINAGE. z � A �ST1FG/pay y_x m ROA a! P ZONING R-40 m ZONING R-40 LAND NOW OR FORMERLY OF m LAND NOW OR FORMERLY OF EUGENE PACHOLK & MARTHA KENNELLY WENDY PACHOLK z 6o_a T m " N 5303820"E 96.04' EL121' 5P EL11.9' `A Q-NC.--VO _ mzr. PROPOSED VEGETATIVES ING SURVEY OF m (BLUE SPRUCE OR APPRO EQUAL) jo z DESCRIBED PROPERTY " EXISTING z m SITUATE AT 1 LANDSCAPED AR 'd l MATTI TUCK j n TOWN OF SOUTHOLD m 1 O� $ m g - _a'X s' ENTRANCE E ow m SUFFOLK COUNTY, NEWYORK — PR POSED m s AC rr, DU TER S.C.TM DIST. 1000 SEC. 142 ELK 02 LOT 16 � 7 8 EN OSURE mPS zi> m 0�2 SUa ACEFl.ow m o 10 5 0 10 20 30 40 50 60 70 80 m z Iz z SCALE. 1"=20' DATE. SEPTEMBER 24, 2003 `�: ro N EXIT o cc)o 1 O � p G 2a am az xl �"rjo m o = r PR40SED ! m = 6m m o m ASPHAL�PARKINGco F.7,1 x �� LOT ca)o n 1 _ Av o N n `61 5 � 4 1 3 2 � 11 i _ - ai. �_�o O r , z I n iL P' oaosE BLL HLj CURB " i 1/ z n Q C W EXIST LANOSCgpINCz yp ' m m N [n '�' m Z Cn 1 O BE TRANSPLANTED ,17IIAI� Q c�i�'+ m z n 1" ONSITE n m \ W �a O 0 N r � r m m � o ox !E m�n mcC/)_ m�u� l— OCA � O Ij0 mollom I �nn :';� C) m Tco wz � -n a 8 _ ' o�" gym T � m V7 O c7 A W HEDGE_ �� - � X 8 m m M IV BRICK S71 GREEN PORCH _ co .Zml O 1 3.8, PATIO 8.4' i BEINCLOSED z wl Z —CAI v 1 WOOD on 'a z n Z -G 2 1 12 3, . ' 10 9 PLrN�$£TFPS 17.4 m G7 O z 1 STORY -z zi n r FRAME x BUILDING ti �� > o Do js m (STORAGE) I m A o Ali - -< 7011 y F.F. = 15.9' A pi m r y' < z �3 wormo OVERHEAD^S c m > 10.4' n ^ TO TN nI AOA OWNER OF RECORD: c5 =0 / FRANCIS A. KESTLERI q T flT m a7 y :.m0 O O P.O. BOX 1650 Rl > o :. 8 j �O 0 MATTITUCK, NEWYORK, 11952 n rnzln � rnrritD W N G) w C, n > W 0F _ 0. j > LANDSCAPED L (II N AREA 3� � `1 p': __1��N' ID�oRO INLET EL 14.7 GJNW 45 p L ,. ., EL. rNS EDGE OF�AVEMENT q42' CERTIFIED TO FRANCIS A. KESTLER v, - " COUNTRYWIDE HOME LOAN n=n,, ,, ��� WAy EXIST ING SCREENPORGH HOME BUYER ABSTRACT SERVICES, LLC TO 8E ENCLOSED n— Ep:137' PART OF FXISTM WALLA JOB NO. 2003-397 3' OD RpA CESS HANDICAP MAP NOFILE ,��Of II +• REVISIONS:REV SITE PLAN TE ROUTE 25) 1111112004 REV..ITE PLAN 1211712004 ,�. 5 � ��VARIAgLE �✓IDTH) ftEV SITE PLAN 12/30/2004 M A I N �0AD I\Y LICENSEN 500 0363 ZONING OSS STREET HANDS ON SURVEYING GENERAL BUISNESS 46 NORTH ROAD HAMPTON BAYS, NEWYORK o`er 11946 TEL (631)-7234954-FAX(631)-723-1329 MARTIN D. HAND L.S 2x6 ACQ 44 ACQ Posts 1%"0 Railing Ramp Surface Slope 1112=8.33% Actual=18^/19'-1"=1 /12.7=7.9°A 4ax. 2x2 ACQ Balusters x 6 ACQ Deckin 6'-3" 'Min. Grade 34" 1 ' 2x4 ACQ Install Simpson H2.5 2xfi ACQ Stainless Steel urricane Ties Install Simpson H2.5 3' in. Between Beam Stainless Steel and Each Joist a x 6 ACQ a ng 44 ACQ Posts Hurricane Ties Embedded in Concrete Between Beam and Each Joist 6"Min. / xy 1 South Elevation North Elevation Scale Y2 „ = 1'-0" � Scale:1/-2 -1 = 1'-0" West Elevation 3' 2x6 Support on Side Typical 4'— -14%^ ---14' 4-7 7, t tes: r is to verify all measurements in the field and any 4x4 are to be brought to the attention of the Engineer uction.e 3,500 psi after 28 days minimum. 2-All rebar ASTM A-615 Grade 60. 3- Footings are to be installed on undisturbed virgin soil. the bottoms of all fcofings are to be installed a minimum of 3below 2x6 Beams secure to grade unless indicated otherwise. 44 Posts with(2)a"0 Galy. Framing Notes: Carriage Bolts The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. 1s-1 Wood Framing 1 -All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: Flo=825 psi Install Simpson H2.5 Fv= 95 psi Stainless Steel urricane Ties Fc perp=625 psi Between Beam E = 1,600,000 psi and Each Joist 2x6 Joists 2-All Laminated Veneer Lumber is to have the following minimum specifications: Y4 F Loads Fb= 2,900 psi x 6 ACQ Decking Fv= 290 psi Live Load-35.5 psfFC perp = 650 pSi on ASCE-7 and Pg=45 psfE= 2,000,000 pSi ure R3012(5)oad-15 list 3-All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in 2x6 Beams Secure to Install Simpson H2,5 accordance with the manufacturer's specifications. 4'-6" Stainless Steel -New Lobb /Exit Corridor& 44 P sts with(2)%"0Galy. urricane Ties Handicap Ramp -Live Load-100 psf Carriage Bolts Between Beam 2x8 Beam secure to Dead Load-10 par 4-All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated and Each Joist44 Posts with(2)%"„0 Galy. connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise.All connectors,arriage Bolts -Wind Loads-120 mph-ASCE-7 straps etc, are to be nailed/bolted in accordance with the manufacturer's specifications. C MWFRS-Method 2 Component and Cladding-Details from WFCM TABLE 3,8 5-All Floor sheathing is to be z%2 inch AC type plywood, 48/24. Floor sheathing shall be glued and screwed to the tfloorrjo joists(6"OC edges and e and groove, with an 12 SOC field)pan rating of %x 6 ACQ Decking 10" 24 Joists 18"OC 6-All wall sheathing is to be 1%z inch APA Rated Exposure 1 plywood and shall be nailed with 8d common 2x12 Joist Attach to 2x8 Beams with nails 6" OC edges and 12"OC field. Secure To 44 Post 16' impson Joist Hangers Design Criteria-NYS Residential Code R301.2.1.1 and utilized s with(2)/"0 Gelythe methods and procedures s8pulated in Chapter Engineered Carriage Bolts Design and Chapter 3 Prescriptive Design In the American Forest 8- Solid blocking is to be installed every 8' max or mid span of all floorjoists with spans exceeding 8'. and Paper Association Wood Frame Construction Manual for0ne and Two Family Dwelling Units-High Wind Addition and ASCE 7. pF NE{y yon 9- Blocking is to be installed at all point load bearing points. osr °oy 10-Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. • 2or Ledger Secured to Existing w All joist and hangers, andv hurricane ties and fasteners used on the exterior are to be Simpson Type _oh with Y 304 or 316 Stainless Steel."0 Galv.Carriage Bolts 16"OC 576 � �@� 1 '�'uFESS10y� S-2 - 3I Scale:)/2 " = V-0" 2x8 Beam Secure to 44 Posts with(2)9/8'0 Gely. Carriage Barts Plans are prepared by Condon Engineering,PC It is a violation of the New York State EducationLaw,a Beamed 145,Profasical Engineer7209, , any person unlessaahng SuNwr,to the Scale:As Shown Condon Engineering, P.C. Dr. Kestler Scale:Y° = 1'-0" direction of a y.Ifa n i temibearing he seal o Architect,or Land Surveyor,Land Sur any ey 2 item in any way.I(en item bearing the seal of an Engineer,Amhitec(cr LandSurveyor is /r� altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her Drawn by JJC 1755 Slgsbee Road Handicap Ramp Detail �-� ) $-2 seal and the rotation'Altered by'followed by thither signature and the data at such Mattituck,New York 11952 L alterations,and a Specific descripfion of the alteration. (631)298-1986 11535 Main Road /� Detre: 3-31-2005 Mattituck, New York 3"No B SCREWS 12-OC FRAMING 77 New Louvered and ' /� (WAHER(TYP) Screened Vent Opening Minimum Free Area - 80/Square Inches Min. i PLvwoob GLASS-- ew Entry Door LIGHT WOOD-FRAME WALL ew Window to Match Existing New Handicap Ramp ewSidin to WOODSCREWANII CHORSENT Match Existing GLASS New Handicap Ramp Y.PLYWOOD RAMING _61, / T. rWASHER(TYRI SEE OEAAIL 3"No S SCREWS 10 OC 2L" DETAIL A-TYPICAL ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO WOOD-FRAME BUIIDINO PLYWOOD OPENINGS NOTE IN LIEU OF SCREWS,LUGS WITH NUTS AND PROTECTION',THICKNESS Southern Elevation WASHERS MAY BE USED DEPENDS ON WINDOW OPENING Alternate to 120 MPH Certified Window WIDTH(1) Installation Western Elevation Plywood Panel Window and Door Protection for Wood Framed Buildings NTS Cut Out Access Opening B S-a Ii I t I t C S-3 New 812'OC I I Simpson A34 A ngle Thes New CMU Foundation at Rafter Ends L __ New 2x6 Ceiling Joists slMPsoN sTA3s xisling Roof Finish Ceiling to Match STRAP New 3.5 x 9.5 LVL Header L______________ _____ Triple Jack Studs ther Areas SIMPSON LTP5 R-30 Insulation STRAP to Foundation B New 3,5 x 9.5 LVL Header Simpson H2.5 5-3 Foundation & Floor Framing Plan urricane Ties Typical Wall and Sill Porch Floor to be Raised to Same at Rafter Tails ------ Elevation as Interior Floors Strapping Detail - New 2x4 Walls 16"OC �R-21 Insulation 5/" 0 Galy Anchor emove t 1,ills Ya" 0 Galv Anchor 7'-s' olts 12" From Plate End New Handicap Ramp-,14olts 12" From Plate End and 6'OC 974 and 6'OC w 36" Door with P nic Bar Hardware /—Grade sIMPsON LSTA33 ' CMU Foundation // 2'_ pSTRAP Grout Solid at� New 2x8 Floor Joists 2xfi ACO Sill Anchor Locations 12"OC &Tensile Shield ew Window 6 x 3.5 x 0.375 Gal¢ R-19 Insulation L6x3.5 x0,325 (2) 2x8 Heade TI lin. Simpson Wedge-All Typical Window and Door Header - �9 Y4`0 Werdge Anchor QF Nirw 6, �simpsonWedgeAll 24"0C'seeoetalc S�Q1� y �0�09� Strapping Detail Each Corner 2x8 Ledger Through Y4`0 Wedge Anchor 2"Concrete Rat Slab ion boy NTS Plan View Bolted to Rim 24"OC with Poly Vapor Barren (2)No.5 Rebar i6" %"0 Carriage W Plane are prepared by Condon Engineering,P C. It Is a violation ofthe New York State Bolts 24"OC _ _ Education Law,Article 145,Section 7209,for any person unless acting under the Section Through Porch �� direction of a licensed Professional Engineer,Architect,or Land Surveyor,to abet any Foundation Section B Scale:%" = 1'-0" �p 624 item In any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is A Grout Block Solid at , �R px. altered,the altering Engineer,Architect,or Land Surveyor shall attix to the tem his/her Scale:Y " = 1'-0° Anchor Locations UfESSlO ' seal and the notation"Altered by"followed by his/her signature and the date ofsuch alterations,and a specltiodescription ofthe alterztlon Ledger Detail U Scale: 2" = 1'-0" Dr. Kestler Scale:%" = ,'-g" Condon Engineering, P.C. Drawn by:JJC 1755 Sigsbee Road Proposed Enclosure of Existing Porch C �� Makituck,New York 11952 11535 Main Road V (631)298-1986 Date: 3-31-2005 Mattituck, New York . 3"No 8 SCREWS 12'OC FRAMING New Louvered and Screened Vent Opening WASHER(TYP) Minimum Free Area = 80/Square Inches Min. Y'PLYWCCD ew Entry Door GLASS//,—New Window LIGHT WOOD-FRAME WALL to Match Existing New Handicap Ramp r-NaW Sidino to PLASTIC-COATED PERMANENT , New Handicap Ramp Match Existing WOOD SCREW ANCHORS cuss I"PLVW000 -61" FRAMING O 8-216 WASHER(TYP) 1 ,i SEE 1 DETAILA-TYPICAL ATTACHMENT OF PLYWOOD 3"Na8 SCREVJ572'OC Nag OPENINGS PROTECTION TO WOOD-FRAME BUILDING NOTE IN LIEU OF SCREWS,LUGS WITH NUTS AND PLYWOOD OPENINGS WASHERS MAY BE USED PROTECTION;THICKNESS Southern Elevation DEPENDS ON WINDOW OPENING Alternate to 120 MPH Certified Window WIDTH(1) Installation Western Elevation Plywood Panel Window and Door Protection for Wood Framed Buildings NJ S Cut Out Access Opening B 8-3 C I I 53 New 2 812"OC I II Simpson A34 A ngle Ties New CMU Foundation S-3 at Rafter Ends I New 2x6 Ceiling Joists SIMPSON LSTA3e xistiIng Roof STRAP New 3.5 x 9.5 LVL Header L______________ _____ ____ Finish Ceiling to Match Triple Jack Studs Other Areas B to Foundation SIMPSON LTP5 R-30 Insulation STRAP Now x Header Simpson H2.5 Foundation & Floor Framing Plan urricaneTies Typical Wall and Sill Porch Floor to be Raised to Same at Rafter Tails Strapping Detail -- — —£- Elevation as Interior Floors New 2x4 Walls 16"OC R-21 Insulation emove Ile %"0 Galy Anchor VO Galy Anchor T3" olts 12" From Plate End New Handicap Ramp 9,74, olts 12" From Plate End and 6'OC and 6'OC w 36" Door with P nic Bar Hardware �--Grade CMU Foundation / SIMPSON LSTA3e Grout Solid al2'- 0" STRAP Anchor Locations__// New 2x8 Floor Joists 2x6 ACO Sill 12"OC &Termlle Shield ' ew Heade 6 x 3.5 x 0.375 Galy. R-19 Insulation (2) 2x8 Heade 3' in. L 6 x 3,5 x 0,325 3„ Simpson Wedge-All Typical Window and Door Header A8 a/y"0 WedGe Anchor yp ' za^oc'Slee Derail c pp NF{q'' a" Simpson Wedge-Al t� yo " . Strapping Detail Each Corner Plan View 2x8 Ledger Through A^a/'0 Wedge Anchor SSP " ep 9� ` NTS (2)No.5 Rebar 16Bolted to Rim-1-1P4"OC 2"Concrete Rat Sleh oaA 4'po "0 Carriage with Poly Vaepor Banner s .� y. Bolts 24"OCPorch Education Law,Article 145,Section 7209,for any person unless acting under the Grout Black Solid at Scale:/a' 1'-0"n ^ _ Q. Plena are prepared by Condon Engineeing,PC the a violation of the New York State Foundation Section R Section Through U 1 1 y �L direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any ' .0 ]684 �ta Item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveiyons = � Scale:y" = 1'-0" Anchor Locations pR P� altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item hisilher ofE$SIO seal and the notation'Altered by'followed by hislher signature and the data of such alterations,and a specific description of the altarabon n Ledqer Detail Scale: % " = T-g" Dr. Kestler Scale:%" = 1'-ti" Condon Engineering, P.C. Drawn by:JJC 1755 SIgsbse Road Proposed Enclosure of Existing Porch Mattituck,New York 11952 11535 Main Road IIwl3 Dale: 3-31-2005 (631)298-1986 Mattituck, New York I 2x6 ACQ 4x4 ACQ Posts 1Y"G Railing Ramp Surface Slope 1112=8.33% Actual=18"/19'-1"=1 /12.7=7.9% 4" Max 2x2 ACQ Balusters x 6 ACQ Deckin 6'-3' A3MnGrade x4 ACQ Install Simpson H2S2x6ACQStainless Steel urricane Ties Install Simpson H2.5 3' in. Between BeamStainless Steel end Each Joist 44 ACQ Posts Hurricane Tie Embedded in Concrete Between Beam and Each Joist 6' Min. South ElevationE North Elevation Scale:Y " West Elevation F-11Y," Scale:Y2 " = 1'-0" 3' 2x6 Support on Side Typical 4" 4 4"� 4-7 Concrete Notes: The contractor is to verify all measurements in the field and any 4x4 discrepancies are to be brought to the attention ofthe Engineer 3 prior to construction. S-2 1 -All concrete 3,500 psi after 28 days minimum. 2-All rebar ASTM A-615 Grade 60. 43-Footings are to be installed on undisturbed virgin soil, the bottoms of all footings are to be installed a minimum of 3'below 2x6 Beams Secure to grade unless indicated otherwise. 44 Posts with(2)5/"0 GaIv. Framing Notes: Carriage Bolts The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. 9 1 Wood Framing 1 -All lumber is to be No. 2 or better Douglas Fir Larch(N) with the following minimum specifications: Fb= 625 psi Install Simpson H2,5 Fv= 95 psi Stainless Steel urricane Ties FC perp = 625 psi Between Beam E = 1,600,000 psi and Each Joist 2x6 Joists 2-All Laminated Veneer Lumber is to have the following minimum specifications: s Fby/ExitCorndor& ads: Fig=2,900 psi x 6 ACQ Decking Fv= 290 psi ve Load-35.5 per Fc perp = 650 psi n ASCE-7 and Pg=45 psf E = 2,000,000 psi re R301.2(5)ad-15 psf 3-All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in 2x6 Beams Secure to Install Simpson H2.5 accordance with the manufacturer's specifications. 4'-6" Stainless Steel r& 4x4 P sLs with(2)r 0 Galy. urricane Ties Handicap Ramp -Live Load-100 psi 4-All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated Carriage Bolts andBetEach Beam 2x8 Beam Secure 5 Dead Load-10 par connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise.All connectors, and Each Joist 4x4 Posts with(2)%"0 Gely. Cartage Bolts -Wind Loads-120 mph-ASCE-7 straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. MWFRS-Method 2 Component and Cladding-Details from 5-All floor sheathing is to be 2%2 inch AC pan rating of 5/4x wFCM TABLE 3.8 48/24. Floor sheathing shall be glued and screwed to the type plywood, tfloor joists(6"OC edges and ongue and groove, with an 12 SOC field).0" 6 ACQ Decking 2x12 Joist 2x6 Joists 16"QC 6-All wall sheathing is to be 15/2 inch APA Rated Exposure 1 plywood and shall be nailed with 8d common Secure To 44 Post Attach to 2x8 Beams with nails 6" OC edges and 12"OC field. Design Criteria-NYS Residential Code R301.2.1,1 and utilized s 16' impaon Joist Hangers with(2)/s"0 Galy. the methods and procedures stipulated in Chapter2 Engineered Carriage Bolts Design and Chapter 3 Prescriptive Design in the American Forest 8- Solid blocking is to be installed every 8' max or mid span of all floorjoists with spans exceeding 8'. and Paper Association Wood Frame Construction Manual for One and Two Family Dwelling Units-High Wind Addition and ASCE 7. 9- Blocking Is to be installed at all point load bearing points. OF NEW S�P�N d. c y�99 10- Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. z 2x6 Ledger Secured to Existing 11 -All joist and hangers, andv hurricane ties and fasteners used on the exterior are to be Simpson Type orch with Y'0 Galy.Carriage Bolls 16"OC -, „'�; 304 or 316 Stainless Steel. O 1684 S-2 pq�FESSIO` Scale:% " = 1'-0" 2x8 Beam Secure to 44 Posts with(2)s/"0 Galv. Carriage Bolts Plans are prepared by Condon Engineering,P.0 It is a violation of the New York Stee Education Law,Article 145,Section 7209,for any person unless awing under the Scale: As Shown Condon Engineering,, P.C. Dr. Kestler Scale:Y2 direction of a licensed Professional Engineer,Architect,or Land Surveyor,to all any 2 item in any way,If an item bearing the seal of an Engineer,Architect,or Land Surveycr is p �-�l altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item hider Drawn by:JJC 1755 Sigsbee Road Handicap Ram Detail &2 seal and the notation'Altered by"followed by his/her signature and the date ofsuch Mat6Wck,New York 11952 alterations,and a specific description of the alteration Date: 3-31-2005 (631)298-1986 11535 Main Road Mattituck, New York I