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Home My WebLink About34169-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34223 Date: 03/11/10 THIS CERTIFIES that the building ALTERATIONS/ADDITIONS Location of Property: 300 JACKSON ST NEW SUFFOLK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 117 Block 10 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 11, 2008 pursuant to which Building Permit No. 34169-Z dated SEPTEMBER 18, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING DECKS, TO AN EXISTING ACCESSORY COTTAGE AS APPLIED FOR PER ZBA #6129, DATED 9/4/08. The certificate is issued to KEVIN FERRO & LIA POLITES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0013 02/22/10 ELECTRICAL CERTIFICATE NO. 12171 01/28/10 PLUMBERS CERTIFICATION DATED 12/30/09 KEVIN REMPE PLUMBING Aut orized Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34224 Date: 03/11/10 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 300 JACKSON ST NEW SUFFOLK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 117 Block 10 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 11, 2008 pursuant to which Building Permit No. 34169-Z dated SEPTEMBER 18, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is RELOCATION OF AN EXISTING ACCESSORY TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to KEVIN FERRO & LIA POLITES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 12171 01/28/10 PLUMBERS CERTIFICATION DATED N/A A horized Signature Rev. 1/81 Form No.6 D f(� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL MAR 765-1802 8 2(7jf7 APPLICATION FOR CERTIFICATE OF OCCUPANCY BLDG DEPT TOWN OF SOOTHOtO 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. Corn mercial 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: 300 J�l45`�� T� House No. / Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section / / I Block / 0 Lot Subdivision Filed Map. ( Lot: Permit No. 3NI (D q Date of Permit. Applicant: 4f4 Health Dept. Approval: Underwriters Approval: Planning Board.Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5z:�) 3 `1 AG Cam/ Applicant Signature Feb 1710 03:54p G&S Electric 631 765 6135 p.1 - :; - Y ....-.._-_..................-.....�_._..a ,'3..__.vY...��,'_^SL-.�.._��'_:fV-:a�'+.._........-.--..�..�.. rr...__eJ'.- ... r:•4!e:'. _ __ ^'l.i+i^Fi. y jai T SUFFOLK BUREAU t, f INSPI_C10 S. ' nC. -' 40 Nottingham Drive,Middle Island,NY 11953 Telephone:631 495 B136 . Fax:631 9806455 • E-Mail.SBEIGS@gmaii.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: G&S Electrical Contractor Certificate No.: 22171 Rough In Inspection Date: January 28 ,2010 Final Inspection Date: January 28,2010 Application No.: 121.71 Building Permit No.: County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and comptiance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final s• inspection date above: Owner: John Politis ` Site Location: 300 Jackson Street, New Suffolk, ANY L1956 Owner's Address (if different): Elv Residential Indoor -J Basement U Service ❑Shed El Commercial U Outdoor R First Floor ❑Pool ❑Hottub New 0 Renovation []Second Floor Attic Garage ❑Addition ❑Survey Other. INVENTORY Single Phase Heat gas Duph..x Recpt 44 Gelling Fixture 14 HID Fixtures Three Phase Hot Water GFCI Recpt 9 Wall Fixture 17 Smoke Main Pane; AC Cond 2 Single Recpt Recessed Fixture 31 CQ Detect 1 Sub Panel AC Blower 2 Range Recpt Aourescent Pumps Transformer Appliian❑es Dr/er Recpt Emergency Time Clcck Disconnect Switches 50 Twist Lock Exit Fixtures TvSS GFCI Breaker Heat Pump Ele=ic Heat Pool Luminaire Exhaust Fan 2 Other Equipment:1-dryer,1-dish washer,t-oven(50a).3-arc fault cb,200a transfer switch for 45kw generator The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant G&S Electrical Contractor License No.: 578E&31563-ME Inspected By: Roger Richert Date Of Certificate: Feb 09,2010 Signature- if SO�T�o Town Hall Annex �O l0. Telephone(631)765-1802 54375 Main Road Fax(6 I)75A502 P.O:Box 1179. y Q Southold,New York 11971=0959 �4UNTY,� 13UMDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �d Building Permit No. ke J Owner: I m ! S (Please print) Plumber:.. ll b CCIq (Ple e print . I certify that the solder used in the water supply system contains less.thari 2/10 of 1%. lead. (Plumbers Signature) Sworn to before me this. 3 day of OwAgjgA20� a/ik JEAN P.HEBBERD Notary Public,State of New York No.5044676 Qualified in Suffolk County 1_' I Commission Expires June 5,2b !_ Notary Public; S County 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. 34169 Z Date SEPTEMBER 18, 2008 Permission is hereby granted to: P'OLITES 300 JACKSON ST NEW SUFFOLK,NY 11956 for ADDITIONS AND ALTERATIONS TO AN EXISTING ACCESSORY COTTAGE AND RELOCATION OF ACCY GARAGE AS APPLIED FOR PER SCHD APPROVAL.AND ZBA #6129 . 2 COS at premises located at 300 JACKSON ST NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0010 Lot No. 002 pursuant to application dated SEPTEMBER 11, 2008 and approved by the Building Inspector to expire on MARCH 18, 2010 . Fee $ 625 . 60 Authorized gnaturre ORIGINAL Rev. 5/8/02 SOUry�lo / 1 ( O L_ • ao COUNTi,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION XFOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2N6 [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: C r DATE �d �� ® � INSPECTOR ° OF SO(/r�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: C DATE � ��- � 9 INSPECTOR ' SOUjyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION KFOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: cl,/ro� DATE / INSPECTOR r OF SO�IyO�o 2 Z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [< FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR OF SO�lyo�o 7 • �o Courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ek c� c A r DATE _ ��e INSPECTOR e�` 487 Greenwich Street, 5A New York, N.Y. 10013 tel 212 965-1840 fax 212 965-0249 Sag Harbor, N.Y. tel 631 725-1264 .a dba@berridqe.us Mobile917 742-78325 May 18, 2009 Building Department Town of Southold 53095 Main Road Southold New York 11971 Re: Polites/Ferro Cottage 300 Jackson Street. Cutchogue, NY 11935 Attention: Building Inspector I hereby certify all required insulation needed to meet the NYS Energy Code has been installed at the Polites/Ferro Cottage and it have been done in accordance with the drawings, in a manner that meets good professional standards and all other requirements. In addition all required fire stopping has been performed. = Sincerely, �--J David Berridge Architect r; Cc: Seifert Construction 487 Greenwich Street, 5A New York, N.Y. 10013 tel 212 965-1840 fax 212 965-0249 Sag Harbor, N.Y. tel 631 725-1264 dba@berridoe.us Mobile917 742=78325 May 12, 2009 Building Department Town of Southold 53095 Main Road Southold New York 11971 Re: Polites/Ferro Cottage 300 Jackson Street. Cutchogue, NY 11935 Attention: Building Inspector I hereby certify I have observed all framing on the Polites/Ferro Cottage and it have been done in accordance with the drawings, in a manner that meets good professional standards and all other requirements. In addition all required strapping and nailing has been done to meet the required code. SincerelyZ. ,:; t, o David Berridge," Architect Cc: Seifert Construction 487 Greenwich Street, 5A New York, N.Y. 10013 tel 212 965-1840 fax 212 965-0249 Sag Harbor, N.Y. tel 631 725-1264 a dba@berridge.us Mobile917 742-78325 May 12, 2009 Building Department Town of Southold 53095 Main Road Southold New York 11971 Re: Polites/Ferro Cottage 300 Jackson Street. Cutchogue, NY 11935 Attention: Building Inspector I hereby certify I have observed all rough plumbing work on the Polites/Ferro Cottage and it have been done in accordance with the drawings, in a manner that meets good professional standards and all other require Tents !n'addition I observed on site with the plumber the pressure test. Sincere) David Berridge `4 Architect Cc: Seifert Construction D 0 FIELD INSPECTION REPORT DATE I. CONIlVII NTS FOUNDATION(IST) ------------------------------------- ®� FOUNDATION (2ND) C 1� ROUGH FRAMING& y PLUMBING Q 1 IIVSULATION PER N.Y. STATE ENERGY CODE c • FINAL ADDITIONAL COMMENTS 0 jj foil Ai � 0 �1 F�1 O z b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT p 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. northforLnet/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 20 __. Mail to: Disapproved a/c Phone: Expiration ,20 :r i di In pecto ..._. R 1 APPLICATION FOR BUILDING PERMIT tr• , . . Date , 20 INSTRUCTIONS 4afhis 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. (Signature of applicant or name,if oration) (Mailing address of applicant)I State whether applicant is owner, lessee,agent,architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �� ((As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section k-7 Block 10 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of wok (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase .D( Name of Former Owner 6 �t-,—o t—► 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO— N.'T(ooZk 14.Names of Owner of premises oc, Address 9,10 s� Lye K Z• Phone No. 21 V11 Name of Architect N�Vly `�ko4tj Address 150 �r � " I l ooiaPhone No ?j � �41 4q L? 2a mow, t � L Name of Contractor��Foog—Ce�,g �T� Address;�,��tocv_ Nh- ,►ate z "Phone No. 6 1 Zit S -76-0 `? 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? * 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 OFSW- - ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in 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 L day of o 20 c_-,-7 Qa-4==e 'e.&J�� Notary Public Signature of Applicant UNDA P.RANDOLPH NOTARY Pt WG,8mftatNw1fWk No.O11111�1�YQi0 r rAPPEALS BOARD MEMBERS �OF S0 Mailing Address: Gerard P. Goehringer, Chairman �p� y�lo Southold Town Hall 53095 Main Road • P.O. Box 1179 Ruth D. Oliva Southold,NY 11971-0959 James Dinizio, Jr. G • Office Location: Michael A. Simon �O ^ate Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman Cou�m,��' 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown,northfork.net ZONING BOARD OF APPEALS t — ---� TOWN OF SOUTHOLDG, rSEP Tel. (631) 765-1809 •Fax(631)765-9064 12 Zoos FINDINGS, DELIBERATIONS AND DETERMINATIOlf BLDG. DEPT. MEETING HELD SEPTEMBER 4, 2008 Te ►N of sS`4_+TtLoLe ZBA# 6129 - LIA POLITES and KEVIN FERRO, Applicants PROPERTY LOCATION: 300 Jackson Street, New Suffolk CTM 117-10-2 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 further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated February 25, 2008 states that the application is considered a matter for local determination as there appears to be no significant countywide or inter- community impact. PROPERTY FACTS/DESCRIPTION= The subject property is a conforming 68,557 square foot parcel in the Residential R-40 Zone District, measuring 109.12 ft. along Jackson Street to the north, 111.41 feet along Peconic Bay to the south, 642.78 feet along the western boundary, and 657.40 feet along the eastern boundary. The property is improved with a single family, two-story frame dwelling and a single-story frame accessory cottage, as shown on the survey by Peconic Surveyors, P.C. L.S., dated July 12, 2006 and amended on October 25, 2007, January 7, 2008, and January 14, 2008. BASIS OF APPLICATION: Request for a Variance under Section 280-121A and/or 280-122, based on the Building Inspector's November 8, 2007 Notice of Disapproval concerning proposed additions and alterations to a nonconforming accessory cottage. RELIEF REQUESTED: The applicants seek a variance to allow reconstruction and enlargement of a nonconforming accessory cottage structure with pre-existing conforming use of an accessory cottage use. ALTERNATIVE RELIEF REQUESTED: By letter dated August 13, 2008, withdrawing the portion seeking to renovate and reconstruct with a second-story to the structure, and requesting Variances under Code Section 280-122 to permit an enlargement and reconstruction of a nonconforming cottage containing a conforming use. An amended plan was submitted on June ' I Page 3—September 4, 2008 ZBA# 6129—L. Polites and K. Ferras CTM 1000-117-10-2 7. Town Law §267-b. Grant of alternative relief as requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of renovating and adding to the existing accessory cottage, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Simon, seconded by Member Oliva, and duly carried, to GRANT the variance as applied for, and shown on amended diagrams (basement plan A-08 prepared May 18, 2008) and elevation diagram prepared July 8, 2008), prepared by David Berridge, Architect. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. 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. The Board reserves the right to substitute a similar design that is de minimus in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehringer (Chairman), Oliva, Simon and Weisman. Absent was Member Dinizio. This Resolution �d y a pted (4-fr� / D P. GOEHRINGER, HAI MAN 9/ /2008 6,-Approved for Filing OF SO(/ryol � o Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 • Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM To: Southold Town Zoning Board of Appeals From: Damon Rallis, Building Permit Ex Date: June 30, 2008 Re: 1000-117-10-2 (Ferro) Cc: File, Michael Verity We are in receipt of revised plans, dated May 8, 2008,regarding the above referenced property, dated May 8, 2008. Although the location of the accessory building has changed,the building department is not requiring a new building permit application or a revised disapproval. It is our determination that the existing notice of disapproval stands as is. FRANCIS J. YAKABOSKI ATTORNEY AND COUNSELOR AT LAW 456 alZIFFING AVENUE P.O.BOX 389 RIVERHEAD, NY 11901 (631) 727-4100 FAX (631) 727-4130 ` _ 9 email:francis_yakaboski@yahoo.com AUG Z 8 2CJ7 August 27, 2007 i . Y Town of Southold Building Department PO Box 1179 Southold,New York 11971 Attn: Damon Rallis Re: Polites/Ferro Gentlemen: I'm writing regarding the issue of the installation of heat in the"seasonal" residence situate on the 300 Jackson Street,New Suffolk site owned by Kevin Ferro and Lia Polites. As discussed earlier, while the term"seasonal" is used by the Town in connection with structures such as the one we are discussing,there is in fact no definition of"seasonal" in the Town Code. Thus, the attempt, if that might be the correct word, to limit the use of the non- conforming structure on the Jackson Street parcel to what might be called the summer months is improper. The seasons in Southold, as anywhere on the east end of Long Island, blend between Spring, Fall, Summer and Winter and certainly in the early spring which might be considered the early summer season heat is appropriate and often necessary. As defined by the courts the structure being reconstructed and renovated on the parcel is a non-conforming structure but a conforming use. Our point is, that as a conforming use, i.e., residence, heat is appropriate as might be air conditioning, as well as cooking facilities. Providing heat in the structure does not increase the degree of non-conformity but rather brings the structure more into conformity with its use, i.e.,residence and in fact more in conformity with current construction codes. FRANCIS J. YAKABOSKI CONTINUED I believe that based on the above, a building permit should issue forthwith to permit Ms. Polities to go forward with the renovation and reconstruction of the residence. Thank you. Very tru yours, r. YAKABOSKI FRANC FJY:cs FRANCIS J. YAKABOSKI [T fll, ,`ATTORNEY AND COUNSELOR AT LAW JUIN ' 9 2M3 ;�R.J 456 GRIFFING AVENUE P.O.BOX 389 DEPT. RIVERnEAD, NY 11901 (631) 727-4100 FAX (631) 727-4130 email:francis_yakaboski@yahoo.com June 18, 2008 Mike Verity, Building Inspector Town of Southold Office of Building Inspector Town Hall Southold,New York 11971 Re: Polites/Ferro 300 Jackson Street,New Suffolk,New York Tax Map No. 1000-117-10-02 Dear Mr. Verity: On the 8"' day of November, 2007, your department issued a disapproval of our application for a permit for additions, alterations, renovations to an existing nonconforming structure on the above referenced parcel. Since that time we have appeared before the Zoning Board of Appeals on two occasions in connection with our application for a reversal of your determination and/or variance to permit us to proceed with our plans. In furtherance of our Zoning Board application we have submitted to the Zoning Board an alternative plan to our original request which included the addition of a second story and approximately 1,500 square feet of area to the existing structure. Ms. Kowalski of the Zoning Board of Appeals has asked that I forward this modification to you which I enclose with this letter. As you can see the modification of our plan proposes that we move the entire structure to the west so as to create a conforming side yard. We also propose to eliminate the second story and add just 780 square feet to the existing first floor area which currently has 1,564 square feet of area. The plan I am forwarding at this time does not include a foundation plan which I have requested of our architect and should have to you within 4 or 5 business days. Please review the enclosed and of course should it in your mind meet what you consider existing standards so as to not require a variance to proceed, obviously we would appreciate that remark from you. FRANCIS J. YAKABOSKI CONTINUED Should you have any questions, please do not hesitate to call as we are anxious to finalize our hearing before the Board of Appeals no later than its July meeting of 2008. Thank you again. Very trul yours, os ci FJY:cb Enclosure CONSENT TO INSPECTION ADELAIDE FENTON ,the undersigned,do(es)hereby state: Owner(s)Names) That the undersigned(is)(are}the owner(s)of the premises in the Town of Southold,located at 300 Jackson Street, New Suffolk, New York which is shown and designated on the Suffolk County Tax Map as District 1000, Section 117 —,Block 10 ,Lot 2 That the undersigned(has)(ltavej filed,or cause to be filed,an application in the Southold Town Building Inspector's Office for the following: Certificate of Occupancy on Pre-existing Buildings That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property,including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application,including inspections to determine that said premises comply with all of the laws,.ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: May 2, 2006 (Signature) _ Adelaide Fenton (Print Name) (Signature) (Print Name) FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 8, 2007 TO: Frank Yakoboski (Polites/Ferro) PO Box 389 Riverhead,NY 11901 Please take notice that your application dated August 6, 2007 For permit for additions and alterations to an existing non-conforming accessory cottage at Location of property: 300 Jackson Street,New Suffolk,NY County Tax Map No. 1000 - Section 117 Block 10 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on this 68,557 square foot parcel, in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-121,A., which states that non- conforming uses, "Shall not be enlarged, altered, extended, reconstructed or restored or placed on a different portion of the lot or parcel of land occupied by such use on the effective date of this chapter, nor shall any external evidence of such use be increased by any means whatsoever." The accessory cottage use is non-conforming,pursuant to Article III, Section 100-31A, which states, "In A-C, R-80, R-120, R-200 and R-400 Districts, 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 be used, in whole or in part, for any uses except the following:" "A. Permitted uses." "One-family detached dwellings, not to exceed one dwelling on each lot." T esso e building constitutes a second dwelling unit. 12 thor ze Signature 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 Submitted: `�A /06/0R*Date Reviewed. /06/06 Applicant: —'P S , Owner; Archhite Engineer: 7c 3capmoorI57 Estimated Cost: SCTM# 1000- I - 10 Subdivision: A- Zone: ; 41 4) Conforming? Property Address: 300 ZFC-t= 0 Sr City: 1 JTIRJ� Pre COs? a Building Permits (Open/Expired): BP Y Z/C/o Z- -564Info: k BP -Z/C/0 Z- ,Info: BP -Z/C/o Z- Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- Info: Single & Separate Search Required? Y or 1 etermination: REQ. Lot Size: Q,L.- ACT. Lot Size: 481 REQ. Lot Cov.0 CT. Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height . ACT. Height Project Description: t�®7Yi� .ne-ya / ,e . Waterfronts Y dkr N? , If yes, �S ater odyr .Ij" �� Panel# Flood Zoue: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED 6 Suffolk County Heal h. Y If yes, "'Bed#: *Date: _ Permit#: Town Septic: Y or I - If no, certification required: or N Received: Y or N By: NYS DEC: PRE-Drc 9/]/7s9nns Y r N - D te: _/ /_ Permit#: '0 or NJ Letter- Notes: Southold Trustees: YC� at:e: / / Permit# 306o NJ Letter - Notes: Southold Y -N - Date: /_/ Permit#: - -Notes: _C� . Southold Planning: Y o Date: / /_ Permit #: -Notes: Town Landmark C of A: Y or TE: / / *NYS CODE Compliance (page 2): Y or N Notes: Fee Structure: Calculation: i 6 U Foundation: SF 1. ( SF)- (SF)= SF X $ _$ First Floor: SF + Initial Fee: $e' Second Floor: SF + Additional Fee ( : $7j0L') �d-leo ' Other: SF 2. ( SF)- ( -SF)= SF X$ =$ Total: SF + Initial Fee: $ +Additional Fee ( ,: $ e F0 7 TOTAL: $ S NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Categoryi 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 IIEADERS: Y/N WALL STUDS: YIN GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: YIN DESIGN LOAD CALCULATIONS: Y/N LIVE: YIN DEAD: Y/N SNOW: Y/N SEISMIC: Y/N NVIND: 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: YIN TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Jo - o� oo P 5EPTIC TANK (1) LEA CHINC-7 POOL5 (2) 25 -000 PART 0 4130 MINIMUM SEPTIC TANK CAPACITIES FOR A I TO 4 BEDROOM HOUSE 115 1. MINIMUM LEACHINIS5 SYSTEM FOR A I TO 4 BEDROOM HOUSE I.E,5"HEX EV A.Y.MCDONALD MR9.CO. =R TO GRADE IF I VIA., 6' DEEP COVER DROP IT' 15 USED ON INLET 1,000 OAL-LONS. 11 TANK;5' DIA., 5' DEEP 15 300 sq ft 151DENALL AREA. 2 POOLS;e� ('Utchliguci 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STREN(5TH OF 5,000 2, LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST z psi AT 25 DAYS. REINFORCED WNCRETE (OR EQUAL) LEACHIN5 5TPJ)r-,TUf;ZE5, 2" POLY PIPE 2.0" COPPER PIPE LOOKING CASE IRON COVER TO GRADE 3. HALL THICKNEI%- SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6' SOLID DOMES ANV/OR SLABS. �q Fleets Neck AND A BOTTOM THICKNE55 OF 4". ALL WALLS, BOTTOM AND TOP SHALL 3. ALL COVERS SHALL BE OF PRECAST REINFORCED - (N FINISHED GRAPE CONTAIN REINFORCIN5 TO RESIST AN APPLIED FORCE OF 300 psf. CONCRETE (OR EQUAL). 4. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 WATERTIGHT. marsh PWn 4. A 10 min. DISTANCE BETWEEN LEACHING POOLS AND WATER LOCATE DROP l'UNDER 5. THE SEPTIC TANK SHALL 13E INSTALLED AT LEVEL IN ALL DIRECTIONS Neck 'I" CHIMNEY LINE SHALL BE MAINTAINED. ACIr.,B5 OPENING FOR (WITH A MAX. TOLERANCE OF it/4") ON A MINIMUM 3" THICK BED OF A 5. AN Virift DISTANCE BETWEEN ALL LEACHIN& POOLS AND Y. 20"MIN COMPACTED SAMP OR PEA 67RAVEL. MAINTENANCE SEPTIC TANK SHALL BE MAINTAINED. 20 PIPE GOUPLINO DETAIL 6. A 10 min. DISTANCE BETWEEN SEPTIC, TANK AND HOUSE SHALL BE MAINTAINED. POLY TO COPPER PIPE (A NOT TO SCALE It HOUSE 4 ET _ MAINTAIN SAS MAX SLOPE FROM EDGE OF SANITARY 4 OUTLET SYSTEM OUT 20 IN EACH DIRECTION HATER 5ER1/l6E NOTE5 FOR LOTS: MIN 4V APPROVED Kfmoge.ne Poln t,q. • T"; j z 4 I. WATER SERVICE FOR (2) EXISTING DWELLINGS LOCATED HEREIN EACH SUPPLY APPROVED PIPE PITCH YV FT. FIRST FL.T Fri COVER] G.I.COVER WILL BE 2" COPPER FROM STREET MAIN 20' DOHN SHARED DRIVEWAY AND A PIPE PITCHvom FT. EL-t2O'-Om FINISI-ED GRADE I EL=32.05 I EL-32.25 I TPIN COUPLED To 21, POLY PIPE (200 P51 RATED HITH H5F 5TAMPI POLY PIPE HILL BE ;,j 1z NOW, INSTALLED TO A POINT 20' FROM HOUSE. LAST 30' TO BE COPPER. I'MIN. 2MAX 4o DIA PVC PIPE a X 2. HATER PRE-59JRE AT HOUSE CoONNECTION5 TO BE NO LESS THAN 50 P5 Lf. 6 4M, 4" VIA. ■PVC PIPE 0 Ile" PER L.F. 14 Flow Liff t. -7 4 3 k IN5TALLATION REG'MT5 FOR HATER 5ERV16E5 rFLON BAFFLE - (TAKEN FROM SUFFOLK COUNTY HA-1715:11`2, AUTHORITY, APPENDIX 3) IV TE is %n INSTALLATION OF 5ERVICE5 %6121\1151 LEACH INSTALL PIPING 4 1/2' DEEP FROM THE HOUSE TO THE EXISTING STUB VAULT(TIE IN 1A POOL AT AUTHORITY-5 COPPER TAIL) L -4, Z� I OF 2 INSTALLATION OF SERVICES -- EX15TI STREET 4 HATER MAI 4*MIN LOGATION MAP: I. INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING TO T 1000 67ALSEKIC,TAW NOT TO 15CALE RVICE LINE 15 REQUIRED. ELEVATION THE PROPERTY LINE. A MINIMUM I* 5E: 2. LEAVE A I' RISER ABOVE THE GROUND LEVEL AT THE PROPERTY LINE WITH -------- THE END GRIMIPEO. I BOT OF POOL -1.25'. RECEIVED 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED 51 GLEAN -1-11 AT TIME OF INSPECTION. I`/EASUREME1NT5 ARE TAKEN FROM TWO (2) NEAREST SAND ZOPOSED SITE PLAN: CORNERS OF THE BUILDING TO THE END OF YOUR PIPE AT THE PROPERTY 11 LINE. SERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT THE NEW COLLAR PP 2008 5ITtjATE AT: SERVICE DEPARTMENT. X. NEVI SUFFOLK N.Y. :S 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY SUFF.CO.HEALTH FROM ANY OBSTRUCTION SUCH AS TREES, TELEPHONE POLES,CATCH BASINS, TOWN OF SOUTHOLD 'ASTEWATEIRM-- OR DRIVEWAYS AND SHOULD BE AT ,A LOCATION APPROXIMATELY OPPOSITE OFFICE OF V1 SUFFOLK COUNTY, NEW YORK THE POINT OF ENTRY INTO THE BUIL01N67. INLET INLET LW5 DATA kaL No.553,326.11 5GTM NO.: 1000-111-10-02 7. H161-1155T EXPECTED 6ROUNPMTER :,4.12'ADV MEAN SEA LEVEL GROUND 5. A VALVE MUST 13E INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. III ry ZONING 015TRIGT.- RESIDENTIAL 40 (R40) 6.ALL OTHER UNDERGROUND UTILITIES IMU5T MAINTAIN A 10 FOOT CLEARANCE HATIER EL.14'MT HOLE) FROM WATER SERVICE. 51 TF P INSTALLATION OF SERVICES -- EXISTING STREET STUBS �A EXISTING: PROPOSED: 1. INSTALL PIPE 4 11:2 FEET DEEP FROMI THE HOUSE TO THE EXISTING STUB AREA OF SITE: C-5,551 S.F. (1.51ACJ N.G. VAULT (TIE IN AT AUTHORITY'S COPPER TAIL) (TO TIE LINE) 2.A VALVE MUST BE INSTALLED WHERE: THE PIPE FIRST ENTERS THE BUILDING. AM'-:A OF EXISTIN& BUILDINeG: SPECIFICATIONS L-- -- -- -- -- -- -- -- ---- --J PROPOSED 5EPTIG 5)"5-n=-M 2ETAIL REE4DENC.E (5OUTH) t2251 S.F. WG I. TYPE "K" 50FT COPPER TUBING, MINIMUM SIZE I* INSIDE DIAMETER 'r ONLY 2.CUSTOMERS VALVE: DHELI INO @ NORTHERN PORTION OF PROPERE PI HOUSE - TO BE REMOVED A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILOIN6. 6 X 12 - H2.cl X N2.1 NXIMM NOT TO 5GALE ±105 S.F. REMOVED 5.PLASTIC PIPE SPEC,IFICATION5: RE�,IDENCE (NORTH) :tl'73q S.F. 2-161 S.F. L) A.PIPE MANUFACTURED AND DE510NED FOR USE 114 POTABLE WATER (PROPOSED AREA INCLUDES PORCHES)5Y5TEM5 CAN BE INSTALLED FROM THE BUILDING TO WITHIN 20' FROM PLAN \/IEH P4 THE PROPERTY LINE. THE LAST :20' TO THE PROPERTY LINE MUST BE *K* PLAY' HOUSE ±140 S.F. dJ SOFT COPPER TUBING. NOTF-5-. GARAGE ±(010 S.F. B.PIPE SHOULD BE CLA551FIED T01 WITHSTAND WORKING PRESSURE OF I. COCKEYE TO TEST 4000 P.5.1 0 26 DAYS EX15TINO 200 P.5.1. (WITH BURSTING PRES%RE RATED AT LEAST TWICE THE 2. REINFORCEMENT MEETS A.5.T.M. A-615, A-05 SPECIFICATIONS DWELLING WORKING PRESSURE) C,.PIPIN6 REQUIRING JOINTS IN WHIr-H A CHEMICAL SOLVENT 15 UTILIZED 15 3. COLLAR EXTENSIONS AS REQUIRED. 4' MAXIMUM (NORTH) 51TH PLAN BASED ON ORIGINAL SURVEY' BY: NOT ACCEPTABLE. (BRASS COUPIl ARE REQUIRED) PECONIC, 5URVEYOR5, P.O. O.THENTY (209 FEET OF COPPER IIS REQUIRED FROM INSIDE THE BUILDING P.0 BOX qOq TO THE START OF THE PLASTIC PIPE. r-7-1 125o TRAVELER STREET x SERVICE LINE INSPECTION PROCEDURESSOUTHOLD, N.Y. IM-71 < TYPICAL 5Y5TEM: w1. CALL THE NEW SERVICE DEPARTMENT TO REQUEST AN INSPECTION WHEN SEPTIG TANK 1000 OAL. IL YOUR WORK 15 COMPLETED. (ONE MSINE55 DAY ADVANCED NOTICE 15 1 1000 GALLON SEPTIC, TANK DA"E-. OCT. 25, 2001, 0z 140T TO 50ALE 1 REQUIRED) SCOPE OF e051-11TIAL 2 e>' PIA x 6DEEP LEACHING POOL APPLICANT: LIA POLITIES INSPECTION. 3'-0" MIN. ABOVE GROUND HATER L.P. 104N 0) 7- 0 2.50MEONE MUST 13E PRESENT ON THE DAY OF MPECICHI!;,AC-3-0 TITLE INSURANCE 60. < 3. IF REIN5PECTION 15 NE<,E55ARY, A $.25.00 FEE MUST BE PAID PRIOR TO THE REINSPECTION. I. NEW SANITARY SYSTEM FOR NORTH DWELLING KEVIN FERRO (3 4.LEAVE THE TRENCH OPEN. DO NOT BACKFILL THE TRENCH UNTIL OUR 2. PUBLIC HATER FOR BOTH DHELLIN&5. Oil 1� IN5f:>EC,TOR HAS APPROVED THE 5E1;ZVICE LINE. 5. IF THE SERVICE LINE INSPECTION PASSE-9, THE END OF THE PIPE BY THE C'URB WILL BE PAINTED BLUE. IF SERVICE INSPECTION FAILS, THE END OF THE (5.PLEASE DO NOT CALL OUR OFFICE UIINTIL 4:30 P.M. IF YOUR INSPECTION in ks) SERVICE WILL BE PAINTED RED. KATER MAIJ [S:,AFE DIG n FAII-5. "I.NO OTHER UTILITIES (EiS. (9A5, ELECMC, CABLE TV, ETC) SHALL BE BURIED B,,.-fore You Dig, Drill Or Blast! IN THE WATER SERVICE TRENCH. DRI ErPICAL PLOT LAYOUT METER 51215 Y TO E)E NO SCALE AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CA" THE HEN SERVICE OF TER INSTALLATION CALL US TOLL FREE 1-800-962-7962 ILI DEPARTMENT TO HAVE THE METER SET. HE MUST HAVE THE HOUSE NUMBER Nloll= NY Industrial code rule 753 requires no BEFORE THE METER CAN BE SET. LOCATIO SANITARY Srs N OF EXISTIW, less than two working days notice,but not TAP LETTERS40, 1 EX F FE. TEM TO R&WN 1<1M06ENOIR POINT' C,0 more than ten days notice. TAP LETTERS CAN 13E REQUESTED AFTER ALL FEES HAVE BEEN PAID, HATER 00 N o6*06,301, IMPROVED NITH SIN ENGINEER; SERVICE HAS BEEN ESTABLISHED AND THIE METER HAS BEEN SET. 03,k4 0.5w FAMILYSINGLE to EX. DI-!ELLING5 NOTICE IF INSTALLING SEPARATE HOT WATER HEATERS, SEPARATE EXPANSION LIL3 "'S!IN&DRIVEKAy To BE NO NELL5 WITHIN 150 FEET NF4/TANKS SHOULD BE INSTALLED. 12 -4 RESIORED AFTER INSTAL OF PROPERTY LINE NOTE, �rC ! 7 SERVICE TO HOMEOWNER -- THE BUILDER CAN BRING IN A 516NED EX15TINC,HEDa OF WATER 56RACE LA SWITCHING T: T, APPLICATION CARD 5167NED BY THE BUYER, BUT IT MUST BE FILLED OUT THE 13EST OFOUR C,OMPLETELY INCLUDING EX. -*0NLW6E No PFOFOSE�D ,URITY NUMBER, DRIVER LICENSE 10 NUMBER, COVIIECTIONS LIL3-3 EXISTS DRAINA(5E MTER MAN ,LUI SOCIAL SEC CURRENT MAILING ADDRESS,AND CONTACT PHONE NUMBER. IT IS RECOMMENDED C) IN DRI Y. THAT THE BUILDER ESTABLISH THE AC4,OUIN KATER METER T AND CALL FOR A DISCONNECTION OF 28.3 5Efi ALLOWING THE BUYER ONE HEE-r- TO ESTABLISH SERVICE IN HISA-ER 14 q0 INS cc. EX. LAJ Ll 0;*LLIW, OP 2, g2 PROPOSED HATER 1,E NAME. R EX CONCRETE- IM7 ACIRTH j;)jjr:LLFl .3 -14C EXISTINr, 41.i w : ,.. EX. LIL3-1 WELLI2 57Y FIR 6 -PP EXISTI 15 '0 Cfv PR(:)Pocf ai __D EX151IF0 coa- - - (FV v, (SMW --------- 77 A -.:. .... I -- DEMO JEFFREY T. MTLER, P.E. CHI GRATE/COVER 0 CAST IRON FRAME AND C CO V 5.q 2. 2"KATER SERVJC�E CAMPBELL 1162 C, OR APPROVED EQUAL itj %U AT GRADE 01 U-) -1.1 7.b :q PORCH 7.4 -21 2 12* MIN 24" MAX L--�FRopl H 1000 rIALLON 5EPTjr, TAW, @ EKISTINS, PROP SANITARY SYSTEM. FINAL GRADE --16 J`!0`TER LINE To If If 10 ��-Aj3ANDON (2)6,- I A 71�< 13.6 16.q HOLE POOLS (� %J r a,�F (THIS LiNCiONLr C) < COVER tr 0 -�X15TII`O-AND PUMP III To BE ADDITION 55 CD RE MOVED AND 7.0 ,E EXIISTIII WELL To IL C� HEDGE 18.2 LP NDON A5 t-tR 5C OHS 16.2 1q.0 EX. 0 506 n I-LI Pq RDS >10 - - � \-\17 LIL3 W (Sism a -�p PR Z 0- PLA Ir- :< v- F Z 7 C) PEPUTED LOCATION or t IQ 01 LU < D- SANITARY S-r5.To EX15TIN6 3 PER 5CE46 3' MIN. ' MIN. M ABMDON Cl) - D -V D� D- STANDARDS ;1 ja - -4 0--lin-t1TH sr-qvr,,Es TEST HOLE N/0,tr vl� I r\ MM tf,71TFOLK COUNTY DEPi 71 , �- EXISTING 1 57Y FR EXISTING HEDC Q LU \-) yeaJONATRAN 6AL0PqELL DILL, 7E fy LL RELOCATED 5EDW-r-rzm-m Fop Ap-r'0w,' 0F ST 107.1 nFICLZA BY t DONALP C715050IENII VACANT TO r i P SOUTHOLD, NEW YORK ZMOVELE6 6"Tw Z z F t'. "'n-Y Si 7, 0112510b PROP.WJ,4 LOCATION or-pL�ELW 0; ks) MM DWELLING(4 SEDW Emm U- Cn M r:l=1 EX15T. SURFAGE ELEV.= 11.5' LU W V FAME® =I[a j F".0 17--;- C) 7- 11.51- p N 2' MIN ABOVE DINTFIL /11-v, - - 10 LL (1)I DK BROWN ---------_-- EXPECTED NON-RATEABLE wolf= LL (3 Cj ORC010 WATER 501L LOAM JOM61THAN CALDI'qELL DILL AND (00 16.5' MELUDy COLLAR MATEIRIAL DILL S'NeLE 6 FAMILY DWELLING Z (GLEAN SAND a IV MIN. -1 BROWN F 0`-�,D. L SILT &RAVEIJ (PENETRATION) RATEABLE SOIL NO 13.5 in z < stb-in C x is t in 7'r it a 7 5 S C� Abv.ndn-v,-r1�'rI1k C- UNMRLYIH&SAND AND GRAVEL STRATA P" BROWN NO NELL5 WITHINI50 FEET corn OF PROPERTY'LINE FINE S4ND NOTES: I- i WW4 I. LEACHING POOLS AND POOL CHIMNEY55HALL 13E ON 0 CONSTRUCTED OF REINFORCED PRECAST C-ONCGRETE. k 2. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE PA(5E : MATERIAL EXISTS FOR FULL DEPTH. 3. FOOTING RINGS REQUIRED UNDER DIRAINAC-E STRUCTURE-5. 1.4' I TE PLAN WATER IN IT PALE BROWN RIVE SOD 5ANITARY LEACH IN6 POOL (LP) (SP) 10.5, 1 -1-L-11, 1 30 15 0 30 60 0 120 150 50ALE: N.T.5. 5GDH5 APPOVAL HATER ENCOUNTERED ORAFHIG SCALE 501-011 I&YE)ELOW SURFACE REC 'Ea I1W PER L-F. 2MAX E F Co. Al F VIE I or A5 OFFICE wwww�wr»t UC c14 �� SURVEY OF PROPERTY °� �P A T NEW SUFFOLK TOWN OF SOUTHOLD O"F SUFFOLK COUNTY N. Y. 1000-117 10-02 SCALE. 1"=30' \6 ? JUL Y 12, 2006 OCT.25,1007 (PCOt'.4 bb iT ) / 0 / 40 / PROP/vE"M'� Q \!6 ?�•6`�• J_� I zzr �4'IVV04E Mp^, I to, I r / 1 � I N co LlC Q. 1 � 2 cl: �� m O w a 23.1 C� m O e d UL J ll 27.6' 1\ - 1 .� PUMP I � I _ I 1 m 1 1 I � I m 3-4 U µ1NDOW 43.9 QI ? Sn: N M 4 N Ir 34.9' Q � FR. HS£, fo.4'� 1 ?. n 5.6' ?nd f'ZR. CANT. 3.3.6. obi 2�p \ 2nd R. ObER'/PORCH , to 1 1 I lb 1 o.s'W 1 CT `70 '`�►'cg Ojlw CER TIFIED TO: CHICAGO TITLE INSURANCE COMPANY KEWN FERRO �c0 AREA=68,557 SO. FT. TO TIE LINE �r�d=�� Y :� C. 49618 ANY AL TERA770N OR ADDI770N TO THIS SURVEY IS A WOLA77ON PECONIC .l'• OF SEC71ON 7209OF THE NEW YORK STA7F EDUCA77ON LAW. (631) 765-50 � � ,ti ¢v�I'� 65-1797 EXCEPT AS PER SEC770N 7209—SU60IVISION 2. ALL CER77FICA77ONS P.O. BOX 909 HEREON' ARE 6ALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 12JO TRAVELER STREET F06-189 M=MONUMENT WHOSE .SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 �=ew SURVEY OF PROPERTY AT NEW SUFFOLK \ s� TOWN OF SO UTHOLD SUFFOLK COUNTY, NY 1000-11 7--10-02 SCALE.- 1'=30' pg�2' JUL Y 1? 2006 OCTOBER J, 2006 (TOPOGRAPHIC SURVEY) I t/ J-1 ! I � 111JVVVaaa�////, • I � _ I � I � I � � \1 I � ` � i W m a 1 m � _J � O 1 J �� DECK PLA Y O HOUSE / 1 � / Q 27.6 S7Y. _ Z FRFLR GAR. - EC. 17.9' (t O 27.5' 14.0' � 4Vi q Z J.9' V O N i h 11.7' _Z o 2.5' 23.1' 0 45.9' 2 5' 2 0 0 W ^ 15.6- 23.1' o N t J _ 13 9 i0 ti U � I \ I 1 I \ 1 � � I 1 I . ` I W ) UL J-4 47NDOW 5.9 Bt WF(L / S I 43.9' O N 10.4" 34.9' J 2 STY, cv F. Hz 10.4'17. ' 2 Z 0 ^2nd FLR CANT. 0 5.01 � � Q JJ 6' 3 1.3 (o p \ 2nd FLR Ob£R PORCH T Z o I � FE 0.5-W 14- A� 3 W \\ �� PErq N/N W CC 10` >� CER TIFIED TO: - -� CHICACO TITLE INSURANCE COMPANY KEVIN FERRO ti F � r �t pF NEW1. 41 5� �'T.MFr2 0'Q'� Arc AREA=68,557 SO. FT. 410 ,r FLbDI� zoN� FROM TO TIE LINE 6 8 ANY AL TERA 770/"/ OR ADOI T70N TO THIS SURVEY IS A VIOLA T701V I#ECONIC VEY % f� 2. OF SECTION 7209?F THE NEW YORK STATE EDUCA RON LAW. (6J1 j 7 u`5-5020 7 EXCEPT AS PER SECTION 7209-SUBDIVISION 2ALL CERTIFICATIONS 4` HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 12JO TRAVELER STREET ELEVATIONS REFERENCED TO N.G.V.D. N=MONUMENT WHOSE SIGNATURE APPEARS HEREON. SOU THOL D, N. Y. 11971 —�89 SURVEY OF PROPERTY A T NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y, 1000 117-10-02 to SCALE 1'=30' log', JUL Y 12 2006 / 0 OCTOBER 3, 2006 TOPOGRAPHIC SURVEY 1RL1 12- 20 OCT06ER 25, 2007 (PROP. ADDITION) n� JAN. 7, 2008 (REVIS/0N) 9.MEE \ QV ?8S '`�� ' F JAN. 14, 2008 (LOT COVERAGE) E3v JAN. 31, 2008 (TEST HOLE) 1E'ST HOLE DATA ' // '1p- —' AUGUST 7, 2008 (TREE LOCATIONS AND PL STARES) BY AIeDONDALO l DSSC DATA � r OCTOBER 29, 2008 (GARAGE FOUNDATION LOCATION) ON 1/25106 1 Mir MARCH 3, 2009' funderconslruclion 1 EL 18' Lk27.0' .26. f7" J-1 1 TREE DARK 1• DARK BROWN LOAM or. 1155. 0 57J- BROW SILT AIL 1r o J• ^MEE N Z 1•-, I 1 22 0 PALE BROwi f1NE SAND DD 220• �RC „ ,►- i J'D� 2D- PLA r p E �I C� b»� HOUSE WATER IN PALE BROW F/NE SAND SP I 1B o MAR O 2009 lr I s'D1j; 1J-n 1RE� BLDG.DEPT. TOWN OF SOUTHOLD r rREEO n O TREE 10- -� TREE co t i 6. 1;£�O O 24• TREE 27REE o m I 18- 4 10MEE \ o �o\ J2. o 0 Lit W I \ 0 J J-2 ( 1 5.0/SA TREE 1� � t / ELO 8' 3 O • V 28.2• 3.9• � Z PPO 2 q• � O A ~ 20.1_ h 6.q• r, T4 174- 65.3- � J'O 0 tq -__--_ • � /ss• i �• 2J•J• >RE£ K n• 27.9• 1 J-J v 24. k. tR"Z 1 Z > 0 JJ2, 0 9- — HSE J6• IREeo \\ rnEE J.O ` 1J'0/.v 24- A THEE m 1 • � fo- MEE- � O Lk at. J_4 u / J NINDOW 20, 5.9' 1 1RZ I 43.9 Q N 10.4 i J4.9' - 2 STY N a R. -. 24- r.F• EL_H 10.4' 1RL£ Q I .2' nd FGp CANT. Z JJ.6• m 3 �o W ; n owwpmcH co 2 Z d� LOT COVERAGE TO MHWM I ( EXISTING 5242 SQ. FT. I I 5242168557 x 100=7.690 \ I PROPOSED 5687 SQ. FT. \ I 5687168557 x 100=8.39 s-w 14.. �l FE � �qiN • O.J1Y \ �Vc�v,�� \\ \ CERTIFIED TO. CHICAGO TITLE INSURANCE COMPANY IN, KEV/N FERRO OF PIP 1 , AREA=68,557 SO. FT. TO TIE LINE N. S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLATTON CONIC, N RVE DR P.C. OF SECTION 7209OF THE NEW YORK STATE- EDUCATION LAW. /, `( sZg5=•. da AX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS J HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 123U STREET ELEVATIONS REFERENCED TO N.G.V.D. ®=MONUMENT WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 06-189 SURVEY OF PROPERTY >�xsoN A T NEW SUFFOLK TOWN OF SO UTHOLD -QO` SUFFOLK COUNTY, MY 1000 117-10-02 SCALE: 1'30' 91?• JUL Y 12, 2006 /16 0 OCTOBER 3, 2006 (TOPOGRAPHIC SURVEY) 15- / 20` 12• OCTOBER 25, 2007 (PROP. ADDITION) TREE / TR££ TR � JAN. 7, 2008 (REVISION) g' ob tiwy JAN. 14, 2008 (LOT COVERAGE) 7RErh� Q '?8S S qN M JAN. 31, 2008 (TEST HOLE) / 14• _1 `�" AUGUST 7, 2008 (TREE LOCATIONS AND PL. STAKES) 1155' TREE OCTOBER 29, 2008 (GARAGE FOUNDA77ON LOCATION) TEST HOLE DATA I 14-(Z) BY A1cDONDALD OEOSCIENCE L 7RFE ON 1125108 Lk 2ZO, 26' 17- EL. 18' 3-1 7 TREE DARK BROWN LOAM OL 15' O 0 573• TREE TREf 1, BROWN SILT AIL N ?O' 3 TREE 23' 0 TREE 22.0' PROPOSED NEW PALE_ BROWN FINE SAND SP I LOCA AON 20- PLAY DECK 3"°� b TREE HOUSE ?0' fli.1' I 1a p WATFR IN PALE BROWN FINE SAND SP TR, 17 f 5.O/S,,& 13" 7. 7' TREE"" s O TREE 1O- 04 TRE£^ 0I TRIPLE 6- 14-O'`/ � I TREE TREE 24' W I O TREE 28- j MEET m V 1 TREE � o 3.O TREE UL� 4i I \ O 3-2 ( 5 °�� ) � I 20- ' v A TREE Q TEST HOLE 5 / EL 18' EX/SANG CP TO RL MoWD OR f&L C-D Nc PR 51 O/S�A 0 2 r E.tYS71� 3 D y 0 20 O TREE o O° Y JL3 24" +13.9' Ifte \ , 2 TRE£10 Z V � I 1 18` TREE O Ilk ` PUMP 32- >36£O 9• _ -1 HSE 75RFFO \ TREE 2 U O 3,O 24- ,i ,� A TREE °j o 1 j , 10. TREE I 1 � \ v UL 1 C.E. - J 3-4 U WINDCW `L 45.9 AFLL 20' MEE I 43.9' h � J N 10.4v 34.9' ry 2 STY. 24' I F.FR HSE 10.4' I TREE aaZ I .2' N 2nd FLR, CANT. 0 5.01 F 33 6' 3 0 t.3 (o p \ ?nd OWW PORgy Z to I LOT COVERAGE TO MHWM I ( EXISTING 5242 SQ. FT. i 5242168557 x 100=7.6q I \ ` PROPOSED 5687 SQ. FT. \ 5687166557 x 100=8.3 0 05w 2 FEq� Q 3'W � B CER TIFIED TO: \\ CHICAGO TITLE INSURANCE COMPANY KEVIN FERRO AR�.A=6�3 55? SCE. FT. TO 17E LINE � `✓��-�-- 1. YIS. LIC. N0. 49618 ANY ALTERA77ON OR AP,DI TO THIS SURVEY IS A VIOLATION ,UEY_61�, P.C. d" OF SECTION 7`2090F THE NEW YORK STATE EDUCATION LAW, a,, N ,i;' EXCEPT AS PER SECTION 7209-SU9DIbISION 2. ALL CERTIF7CATIONS S 4.6 ;�F�X (611) 765-1797 HEREON ARE' VALID FOR THiS MAP AN[,' COPIES THEREOF ONLY IF P.O ' SAID MAP OR COPIES BEAR THE IMPRE.9SF_D SEAL OF THE SURVEYOR 12JO TRA ER STREET 06-189 ELEVA 77ONS REFERENCED TO N.G.V.D. M=MONUMENT WHOSE SICNA TJRE APPEARS HEREON. SOU THOLD, N. Y. 11971 S.C.D.H.S. REF. NUMBER R 10—08-0013 41z 3 SURVEY OF PROPERTY °N A T NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. sT 1000-117-10-02 yF° SCALE. 1'=30' JUL Y 12, 2006 OCTOBER 3, 2006 (TOPOGRAPHIC SURVEY) OCTOBER 25, 2007 (PROP. ADDITION) JAN. 7, 2008 (REVISION) b 'S'/►1 JAN. 14, 2008 (LOT COVERAGE) '� �� ?8S 6 j• �F*qy JAN. 31, 2008 (TEST HOLE) AUGUST 7, 2008 (TREE LOCATIONS AND PL. STAKES) LEST HOLE DATA OCTOBER 29, 2008 (GARAGE FOUNDATION LOCATION) BY McDONDALD GEOSCENCE MARCH 3, 2009 (UNDER CONSTRUCTION) ON 1125108 LIL 2Zo AUGUST 18, 2009 (FINAL ON HOUSE & POOL) EL. ts' 3_1 JANUARY 5, 2010 (FINAL ON MIDDLE HOUSE) DARK BROW LOAM a373'V FEB. Il, 2010 (WATER SERVICE ADDED) BROW SILT ML � N 3' � I PALE BROW FINE SAND SP ?2.0' PRCPOSED NEWLOC.InAN PLAY DECK HOUSE 10' 16.1' WA IER IN PALE BROW RN£SAND SP 1T Q rl. I J, � Z t tC Lk 2 W �` Q J b q STONE ry° �'a•`6. C� AC.00,S PARKING q _ 28.3 6 W bi O o 3 2.4' _ ti k h n '� Chi 1J.0 1 STY ^6.5 PTGYVE O LAT, O FRAME V i / 0' HOUSE Z 3 174• 06.0 20.4' y m° N - MOOD DECK - O DECK "1 O - k I i POAC ewp., k k kl 16,a I GENERA IC�p W �+ k I k WW20D R£TA/A/NC MfNDOW ACKET FE/y� k Q K£LL —XJ Lk 3-4 h 29.7 ip 15,3 29;8' 16.2' 1.19 r a h 2 STORY N e U KC1o0 RET /yA� N FRAME a unurY MANNA HOUSE 3 2 1s.o• a q Y 30.2' lET£R/C 44.0' I I � e 3 0 W a M Q, to co O L O T CO VERA GE TO MHV✓M EXISTING 5242 S0. FT. 524-2168557 x 100=7.6i, PROPOSED 5687 SO. FT 5687168557 x 100=8.37 FE _ a5'W s� j �RFTq/N 2 /Nc M•q�l a ,F� FE" � �RFr•t/ \X� N/NC O.J'W41,1 CER TIFIED TO: \ CHICAGO TITLE INSURANCE COMPANY KEVIN FERRO 1r7 0 NEp � k4o., ARE A-68 557 SO. FT. TO, TIE LINE � '`N Y.� LJ� 0. 49618 ANY Al TERA77ON OR ADD177ON TO THIS SURVEY 1S A VIOLATION P CONIC S&P ORS,_;P: OF SEA;77ON 72090F THE NEW YORK STA7E EDUCA77ON LAW. (631) 765-5�b2 '�FAJC b�3 765-1797 EXCEPT' AS PER SECTION 7209—SUBDI NSION 2. ALL CER77FICA 77ONS P.0. BOX 909 HEREOM ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET ELEVA77ONS REFERENCED TO N.G.VD. M=MONUMENT WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 0�-189 1000-117-10-02 OCTOBER 3,2006 (TOPOGRAPHIC SURVEY) N/0/F KIMOGENOR POINT Co. Z 14. M� m BLUESTONE HEDGE 1 CONCRETE CURB M 642.788 CONCRETE CURB �s CONCRETE CURB BLUE Lei 10.9- O C o � PATIO s x R CONCRETE a H � aoND N 8 I^ la Q HEDGE I^ N O 657.40' Site Plan - Existing A 03 Scale: 1"= 30 ft N/0/F JONATHAN CALDWELL DILL & MELODY DILL Area Calculations May 8, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 5414927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dbag-)berridge.us Pollites/FeITo Cottage Site Plan 300 Jackson Street. Existing ®�m��A l® �®7- I®jCj 1 - o New Suffolk, NY 9 Issued: 0518108 1000-117-10-02 OCTOBER 3, 2006(TOPOGRAPHIC SURVEY) N/O/F KIMOGENOR POINT CO. 14- BLUESTONE HEDGE CONCRETE CURB 642.78' CONCRETE ----- — -_.. CURB o � ++ ..� -�_- r.••r.•e oa% aa.aa.a.eaaa � '• COTECUR8 BLUESTONE _ Overhead wires to be buried I new driveway .............. I / ---s--L .. Relocated / <r �- -- , -----': ----- Garage 27.s' l O s -� --------- ---------- align 1 s7l'. co C-D +-----•.. ;'-�+ new sanitary system - -- - ----- --_____ N new driveway / L j/ -r per SCDHS standards - --- -------------- •- -- _ ' Relocated - .._ b _� playhouse Q-Remove pond % HEDGE ` , N m 657-40, Site Plan - Proposed A 04 Scale: 1"= 30 ft N/O/F JONATHAN CALDWELL DILL& MELODY DILL Area Calculations May 8, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dbafterridge.us POliteS/PeRO Oftilge Site Plan l�1 04 300 Jackson Street. Proposed mills ®TAVA I® =14:1 N 0 RZ� T - + New Suffolk, NY p Issued: 0 .bE11pIIGY 4O.ampkt h'14]iC®Mi CALCULATION OF GROSS FLOOR AREAS EXISTING FIRST FLOOR - 1564 SF 1 3'-7" 2 6'-4" 1 3'-6" ENTRY i� PORCH LIVING ROOM MECH kKITCHEN BEDROOM HALL ED' CP GARAGE C° ti N N N BEDROOM BEDROOM BATH �O 18'-2" 17'-011 18'-1" 22'-1" Pe 1 1 st Floor Existing 05 Scale:1/8"=V-0" Area Calculations May 8, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dbafterridge.us Poutea*erro Cottage cor man 05 300 Jackson Street. XlSting Dy,%VA�EPIE®j�®4-�9 D14 a s New Suffolk, NY Issued: 0518M I I I I 1 Living/Dining I I I ------ CKitchen 7T I] Entry Hall ` athro m pantry-refrigzo d N 0 L Bathroom7. Bedroom 1 Broom Bedroom athroo , � II 01 0 � 6 � 0 (31 7'-0" 1 1st Floor Proposed 09 scale:1/8"=1'-0" Area Calculations May 8, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dbafterridgems PallteWFerro Cottage 1 st Floor Plan 09 ® ry ®A® OT New Suffolk, NY Street Proposed bDivDm'IV ImmPW M'163i001t1T CALCULATION OF GROSS FLOOR AREAS EXISTING FIRST FLOOR - 1564 SF 50% FIRST FLOOR- 782 SF ________________, PROPOSED FIRST FLOOR ADDITION 780 SF 1 I ,� I TOTAL PROPOSED FIRST FLOOR 2344 SF I ' ol/ I oe I I . ,/ L------------------------------, 1 I I I , New Roof r— --L-- --------r---- --__� I / ♦ I / I I � ` 1 I ♦ � I Relative location of /^♦ , ' 1 ' 1 , relocated Garage ---------------- I I I 1 I `♦ .' 1 I r 1 � I I I 1 I I ' I 1 I / , 1 1 I I I I 1 I I I I I I I I I I I I I 1 , I / . I I I I I 1 . ♦ 1 I / I , 20'-0"Accessary Setback --------- -------------------- L--------- -------- Existing Roof Roof Plan and Areas ,�0 Scale:118"=1'-0" Area Calculations May 8, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dba�berridgems Pol tea/Ferm Cottage Roof Plan A 'I 300 Jackson Street. Proposed 11ATJ I®ll=3 4 z1 e1 I®Ze3 i - o New Suffolk, NY P Issued: 05/8/� beiunEe 9n•I mnW"b7V 3�0®ni ti d' �I.4 yft r Alteration and addition to the IF0 8311F870 �'�o ags and 5 �F 'p - E 4rv , OoC�� 000 O araos r9. - COMPLY W! 11-i ALL CODES OF ALL CONSTRUCTION SHALL NEW YORK STATE & TOWN CODES MEET THE REQUIREMENTS OF THE at AS REQUIRA AND CONDITIONS OF CODES OF NEW YORK STATE. A PH M AS NOTED SOUTHOLDTOIANZS D B.P.� S0UTh LY TOIdN PL NN BOARD DRAWING LIST FEE. � ' BY SOLUT HOLD TGA'N TRUST EES NOTI BUILDING DER MENT AT IJ,Y.S.DEC 300 Jackson Street. 765-1802 8_AM TO 4 Phi FOR THE A O Cover Sheet FOLLOWING INSPECTIONS: New Suffolk NY 1. FOUNDATION TWO REQUIRED a ' A 01 Notes FOR POURED CONCRETE 2. ROUGH = FRAMING & PLUMBING FLOOD ZONE A 02 Notes 3, INSULATION ,ComPLY WITH CHAIR R°46" A 03 Site Plan - Existing 4' FINAL n CONSTRUCTION MUSE FLOOD DAMAGE'PREVENTION 9 BE COMPLETE FOR C a: A 04 Site Plan -Proposed ALL CoNsTRUc i ibN SHALL MEET THE sotJTHocb TOWN.,CODE. pu SIUANTOTO CHAPTER 236E UNDERWRITERS CERTIFICATE', p RECUIRED REgUIREr�ENTs of THE cODEs oP NL-w OF THE TOWN CODE. -. _.. ._ A 05 Plans - Existing YORK, STATE: NOT RESPONSIBLE FOR f E-S[GN OR CONSTRUCTION! bl�Ndks__, A-06 Elevations - Existing A 07 Elevations - Existing PLUMBING CERTIFICATION OF :, f PANCY OR °1..,.',q;• i bad ALL PLUMBING WASTE NAILING &.CONNECTIONS ICE IS UNLAWFUL A 08 Basement Plan -Proposed &WATER LINES NEED RE: UIRED U !�s A 09 First Floor Plan -Proposed TESTING BEFORE COVERING _ WITHOUT C , `� `- E p �- --�'� ''' f t '�_E A 10 Roof Plan -Proposed _ OF OC( �� A 11 Elevations -Proposed - �® ,a� S l;ENT;BEFORE p ON t A 12 Elevations -Proposed f T8,0FOCCUPANCY g -Proposed SOLDER:.Q A 13 Building Section -Pr SED IN WATER A 14 BuildingDetails -Proposed S UPPLYSYSTEII� :' :; ,hr �T � '-' �??=��, p n ,,,1 °ice iE;�C. _ E OF" ., L` E�CCEE:f ;; ;„ Gi Building Permit Submission Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dbaeberridge.us Ppllitee/Ferro Cottage Cover A 0 300 Jackson Street. } i e . Y' i'S :hl f r'it_` r I�1-�.1 1 ;;•-`-a i !r<`E 1 .y�l ^. i 2�L.: t 5 ew U o , Issued: 09/17109 SP=AL eROYr IONS -- - - - Division 3- Concrete DJ�dsia�0- Bid and Contract Reaulrements All footings shall bear on undisturbed soil at a minimum of 36"below grade. a 1: INSTRUCTIONS Contract BIDDERS Provide concrete having a compressive strength of 3000 psi in 28 days.The mix shall contain no less than 51/2 bags of cement per cubic yard,course aggregate with 90%ranging from 1/2"to 3/4"and clean sand.If available,provide current NYSDOT approved mix.An air entraining agent shall be used. Bid prices tendered shall reflect the inclusion of everything necessary or proper for performing and completing the work required as described by these Plans and Concrete delivered at the chute shall have a slump of no greater than 5".Concrete shall be furnished,placed,finished and cured in conformance with ACI Specifications. Anything omitted there-from which is necessary for the completion of the work or its appurtenances shall be considered a portion of the work 318-95. although not directly specified or shown in these Plans and Specifications. In each case where a specific Manufacturer is mentioned in these Plans and Specifications the Bidder shall base the Bid accordingly. If the Bidder elects to Dlvislon 4- Mosnry substitute a similar product for consideration the Bidder must provide both the Owner and the Architect with specifications and/or samples,and the cost Masonry materials and construction shall be in accordance with ASA specifications A41.1.Type M mortar shall be used conforming with ASA C270. differential of the substitute for approval. Mortar shall have aminimum compressive strength of 2500 psi,using 3 2inch cubes cured 28 days. 2. AGREEMENT FORMS The Contractor will be required to execute a written Contract with the Owner. Dhdslon 5- Metals The Contractor shall indicate the Completion Date for this project and will be responsible for fulfilling the terms of the Contract by that date. Reinforcing Sftei The Contractor shall unconditionally Guarantee all workmanship and construction for a period of one(1)year from the date of issuance of the Certificate of Furnish and install grade 40 deformed bar reinforcement conforming to ASTM A615 of the sizes shown. Occupancy. There shall be a two(2)year Guarantee on all heating,ventilation,air conditioning,plumbing,and electrical systems including workmanship,equipment, and materials. There shall also be a six(6)year Guarantee on "material defects". The Contractor shall supply the Owner with all the Guarantees noted above upon Dhdslon 6- Wood and Plastics completion of the work and shall replace any defective work without any expense to the Owner and pay for all damage to other parts of the building caused by the All framing lumber shall be grade stamped Douglas Fir-Larch structural grade N0.2 or better. repair. The Contractor shall replace defective work within ninety(90)days of being notified of the defect. DOUGLAS FIR-LARCH - Fb=875 P.S.I. - E=1,600,000 P.S.I. 3: INSURANCE All sheathing to be APA rated exposure 1,5/8"min.thickness @ roof;1/2'@ walls. The Contractor shall carry Workmen's Compensation Insurance,Public Liability Insurance and any other form of Insurance as required by law and/or as agreed All subflooring to be APA rated sturd-i-floor,exposure 1,3/4'min.thickness.All edges of plywood to be set on solid blocking.Glue and screw all sheets. upon with the Owner. The Contractor must review his Policies and the Coverage Limits of those Policies with the Owner and if necessary modify those Policies to All headers 6-0"and over shall be supported with double uprights,9'-0"and over with triple uprights.All headers shall be a minimum of 2-2 x 8 or as satisfy the Owner. shown on drawing. The Owner shall not be liable or responsible for any accident,injury,loss,or damage happening or occurring during the term of the performance of the work herein Solid blocking shall be provided for all joists and floor beams as per N.Y.S.code or as noted @ 8'-0'o.c.min.,provide 2"space for air circulation in roof. referred to,and in connection therewith to persons,and/or property. The Contractor shall fully Indemnify and protect the Owner and his Agents,including the Double framing around all openings(skylights,stairs etc.)or as noted on drawings. Architect,his Consultants,and Employees,from and against the some,and agrees to save those Parties from every related expense,liability,and/or payment All flush wood connections shall be fastened with rated galvanized metal connectors by"Teco"or approved equal. arising therefrom. Nailing schedule shall be as per N.Y.S.Building Code as a min.All 2 x 6 studs shall receive 5-100 nails at sill and plate.All exterior nails shall be hot The Owner shall provide their own Property Damage,Fire,and other Insurances they deem necessary. dipped galvanized.FOR NAILING SCHEDULE SEE A900 Division 1-General Condiftm All pre-engineered lumber shall be Georgia Pacific GPI series wood I"I Beams"and LVL products or equal.All joists,girders,and headers shall have 1: SUMMARY OF WORK bearing stiffeners installed as per manufacturer's recommendations.Web stiffeners shall be required at all load and bearing points at a minimum.A single 13/4"rim joist shall be required at floor perimeters.Handling,storage,and erection of components shall be as per manufacturers recommendations. The Contractor shall include and provide for all labor,materials,equipment,transportation,taxes,etc.necessary or reasonably incidental to the proper completion All multiple LVL products to have 2 rows of 1/2"diameter hot dipped galvanized machine bolts @ 12"o.c. of the entire project unless specifically noted as being the responsibility of Others. Materials,equipment,and workmanship shall be new and of the best of their Adequate blocking to be used around kitchen cabinets,backsplash,showers,built-ins,staircases,trim,and handrails ceiling fan boxes. respective kind unless otherwise noted. The Contractor will be solely responsible to execute all work in such a manner as to protect the safety of the workers and All wood flooring as noted in finish schedule w/2 coats polyurethane,and 1 coat satin. the public. Any damage or disruption to preexisting surfaces,areas,and/or structures resulting from construction shall be repaired to original condition by Baseboards and interior trim as noted In finish schedule. Contractor. The Contractor shall be responsible for all work including that of his Sub-Contractors. Dlvislon 7-Thermal and Molshre Protection All dimensions and grade conditions to be verified by the Contractor prior to commencement of the work and ordering of materials. Sono batt or similar insulation at all partitions. The Contractor shall at all times keep the premises reasonably clean and free from accumulation of waste materials and rubbish. At the completion of the work the Contractor must remove all waste materials,rubbish,implements,and surplus materials,leaving the site and the building clean. Division 8- Doors and Windows Exposed and accessible surfaces to be wiped clean,floors to be finished as specified and all glass and mirrors to be cleaned and polished. All hardware, Exterior Windows&Doors to be determined.See attached schedule. mechanisms,and systems,shall be correctly adjusted to provide for proper operation with all appropriate Operation and Maintenance manuals provided for Owner. All interior doors to be determined.See attached schedule. The Contractor shall secure and pay for all Permits,required inspections,borings,testing,utility connection fees,related fees or charges,final survey(as built), and the Certificate of Occupancy. Dhdslon 9- Fintshes 2: ALLOWANCES Provide 5/8"Type'X"Sheetrock around heating plant as required by building/fire code. Where applicable unit price,stipulated sum,or other form of pricing may be tendered by the Contractor in order to complete a Bid and shall be clearly identified. All bathroom the as noted in finish schedule.All walls and ceilings to have one coat primer and two coats latex,verify color w/architects. 3' COORDINATION Semi-gloss paint to be in all bathroom walls and ceilings, The Architect is available to the Owner and Contractor for consultation regarding the intent of these Plans and Specifications and any deviation from them shall be reported to the Architect for consideration, in writing,prior to commencement of the work. Final decisions to accept non-conforming work or changes with Dhdslon 10-Sneeialities respect to these Plans and Specifications shall be the responsibility of the Owner. Painted 3/4"shelving and rods to be installed in all closets. Do not scale drawings.Dimensions govern over scale. Provide allowances for all kitchen cabinets,vanities,counter tops and their installation. Unauthorized alteration to these Plans and Specifications may be unlawful and may invalidate them,verify with the Engineer. These Plans and Specifications are an Instrument of Service and are the property of the Architect. Dlvlslon 11- AmdlawAs mid Egulpmr& 4: REGULATORY REQUIREMENTS Builder to include all appliances and installation as per manufacturer's recommendations.Provide all warranties,spare parts etc. All construction,materials,and equipment shall conform to all State,County,and local zoning and building codes including any relevant Environmental regulations. NOTE:THE INTERNATIONAL BUILDING CODE AS INTERPRETED BY THE TOWN OF SOUTHHOLD WILL BE IN EFFECT. Division 15- Mechanical The Contractor shall execute all work in strict accordance to the specifications and recommendations of all relevant Regulatory Agencies including but not limited New hookup to the existing sewage disposal system and fresh water supply shall be designed and built in accordance with the County Department of to:ACI,RISC,ANSI,APA,ASHRAE,ASTM,DECRR,FEMA,NFPA,NForPA,and Underwriters Laboratories. Health. All shut-offs to be labeled. '= Qhdsion 2- 5ttework Hot water heater to be surveyed and reused If capacity and life span suitable.Location to be determined on site. Soil bearing is assumed to be 2 tons per square foot,at footing depth shown.These footing depths are minimum requirements only.Actual Builder to include all plumbing fixtures as noted in schedule.Builder to include installation. conditions to be verified prior to placement of forms. New HVAC system to be installed with long term energy use considered. When the soil bearing value indicated above has not been reached at the depth indicated on the drawings,the contractor shall notify the owner and make arrangements to excavate to the depth required for proper soil bearing. Division i8- Eleetrieal Water level assumed below lowest construction.Verify at site. Verify service,upgrade as required t New breakers in panel to be labeled. All dimensions and grade conditions to be verified b contractor prior to start of construction and ordering of materials. 9 Y P 9 Smoke detectors to be hard wired as per code. ., All stumps and debris to be trucked away from site. Provide fixtures and their installation as noted. No wood chips to be used in/or near foundation as back Architect to walk thru w/builder and electrician for verification of all switches,outlets,and ceiling fan boxes. Buildin Permit Submission Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dba berridge.us POIltea/Perro Cottage Notes /� 1 300 Jackson Street. '1j, Y r--1 i —New Suffolk, NY issued: 09/1 � � +m�e.ma�e�re.maaaoni� CALCULATION OF GROSS FLOOR AREAS CUMATIC AND GEOGRAPHIC DESIGN CRITERIA SCTM No. 1000-1 17-10-02 ROOF WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER FLOOD ' SNOW DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN HAZARDS EXISTING FIRST FLOOR- 1564 SF LOAD SPEED(MPH) CATEGORY DEPTH TEMP N/A PER MOD.TO SLIGHT TO AREA: 12,244 sq.ft. or 0.2811 acres 50% FIRST FLOOR- 782 SF 45 PSF 120 MPH R 301.2.2 SEVERE 36" HEAVY MODERATE 11° ZONING DISTRICT: ". PROPOSED FIRST FLOOR ADDITION 780 SF 1. Reference Standard Utilized Is'Wfcm' By'Af&Pa' Note: Lot lies within Flood Zone "AE" (BFE 9) TOTAL PROPOSED FIRST FLOOR 2344 SF 2.New Floor Area: 314 Sq.ft. 3. Design Loads: LIVE LOADS: 1 ST FLOOR=40PSF ROOF SNOW LOAD=45PSF DEAD LOADS: ROOF= 10 PSF 2 1/2"Vent MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Roof. USE LIVE LOAD PSF r..................... EXTERIOR BALCONIES 60 DECKS 40 F Kitchen Lay. Lay. ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 DW CW ROOMS OTHER THAN SLEEPING ROOMS 40 First Floor SLEEPING ROOMS 30 -•'--' -•--•------ -- -------• -------- --- STAIRS 40 3"WASTE GUARDRAILS AND HANDRAILS 200 EXISTING 4"WASTE CONSTRUCTION NOTES Notify architect of all changes. The architect shall not be responsible for any changes without written notification. Do not scale the drawings. "Teco"(or equal)connections required at all flush structural load carrying conditions. Install smoke and carbon monoxide detectors in accordance with all municipal and state code requirements. 2 1/2"Vent 2 1/2"Vent 21/2"Vent Pre-fabricated fireplaces and flues to be W.approved. Roof. ENERGY NOTES: 1:The architects and engineers certifiy that to the best of their knowledge,the drawings conform Kitchen Lay. Lay. to the New York State Energy Conservation Code. W pW Sink 2:It shall be the responsibility of the contractor to submit the size,design,and type of mechanical Tub. systems which will be used in sufficient detail as required by the Building Department. First Floor 3:All thermostats shall be adjustable 55 degrees to 85 degrees. 4:All domestic hot water @ 140 degrees max.setting. 5:Insulate all ducts and pipes as required by code. 4"WASTE 6: H.V.A.C.Contractor to verify heat loss calculations. 4"WASTE 4"WASTE To New Sanitary 7:The architect certifies that to the best of his knowledge,belief,and professional judgement,the �-' system tans are in compliance with the New York State Energy Conservation Code 20 2 f- F?^ See SCDHS P P 9Y r°°- <y, PROPOSED �~ 8:Frame walls,floors,and ceilings to have an approved vapor retarder(permeance rating of i.o permt'�'-'F F'F�/ Approval installed on the warm- in-winter side of the thermal insulation. r,c�� ;,,.s \3 PLUMBING DIAGRAM t s h,�„r 9:Windows and sliding doors to have a maximum air infiltration rate of 0.3 cfm per square foot of NOT TO SCALE Q 'r =j'! window area. swinging doors to have a maximum air infiltration rate of 0.5 cfm per square foot of """ '•' door area. t•' ; .,4:.'. ;, TT 10:All fireplaces to be provided with a damper for outside combustion air 150-200 cfm flue to $ .. :`•T;: ; .V i` have tight sealed damper:max air leakage 20 cfm. fireplaces shall have tight-fitting non combust Building Permit Submission Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dbaCabberridge.us P011tes/Ferro Cottage Notes A 02 300 Jackson Street. '- — - - --- ---___ -._ - - --- ---•--- ---- .__ - - -- -_. ._ __ ! .,..t°�Li77- ew Suffolk, NY Issued: 09/17roB m�.�,>,=wm.maaoaem,r 1000-117-10-02 • OCTOBER 3, 2006 (TOPOGRAPHIC SURVEY) N/O/F KIMOGENOR POINT CO. Z 1 4- mJ m� BLUESTONE HEDGE CONCRETE CURB N J 642.7$' m� CONCRETE CURB �6 ^J o� CONCRETE CURB BLUE STONE STONE lF 4G IV /^ 0 1o.s' IL O 7 STY.. PATIO !s o CO �FRMSE. Ha 13.8' '•'1_ - ,;: CONCRETE O in rvLn l N„ N�LL n Q io. POND Nam ' N V •� O 0J 18 (� 18 I ' 18.2' 22.1, HEDGE ^ I^ ;/ Off. 657.40' Site Plan - Existing A J03 Scale: 1" = 30 ft N/0/F �__�`�� - JONgTHAN CALD ELL W DILL & MELODY DILL i' Building Permit Submission - Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dbaaberridge.us PoliteS/FeITo Cottage Site Plan A 03 - -- - -_ - -- - - - - - ---- et.300 Jackson Street. Existing a i.. ;� :< New Suffolk, NY Issued: 09/17/08 1000-117-10-02 , OCrOosR3' 20O8 (TOPOGRAPHIC SURVEY) �n�.. ~'. u/oYOGE0OQ POINT Co. z —'-_—�^- -- 14- BLUESTONE HEDGE CONCRETE CURB CONCRETE CURB 642.78' Overhead wires to be buried 8.21 Relocated ------------- ------------ system new driveway new sanitary per SCDHS standards cul playhouse Remove pond HEDGE C%j 657-40, CIA Site Plan - Proposed No Basement or crawl space exists JONATHAN CALDWELL DILL MELODY DILL under existing house. House will be 'IF lifted and moved west 6'3"to new foundation. ----- Existing building location New location of the building Addition bothe old building Building Permit Submission Septl7. 2008 15uWeat5Oth Street,2C.NmwYmrh.NY10019.to|312 541'4927.fax 212541-61V2.Sag Harbor,N.1C.to|0317254264.cell 917742-7826. an I Issued: New Suffolk, NY 300 Jackson Street. Proposed -09/1 CALCULATION OF GROSS FLOOR AREAS EXISTING FIRST FLOOR - 1564 SF 13'-7" 26'-4" 1 3'-6" ENTRY PORCH Ln LIVING ROOM MECH To be relocated BATH BEDROOM HALL ED KITCHEN GARAGE C° N N N BEDROOM BEDROOM JATH - —�- 18'-2" 17'-0" 18'-1" "22'-1 ;i,\ EC '^ _+ 1 1 st Floor Existing =_ O5 Scale:1/8"=T-0" Building Permit Submission Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dbaa-berridye.us POlites/Ferro Cottage Floor Plan A 05 300 Jackson Street. New Suffolk, NY Existing Issued: 09/1W08 m�.„r mm..rmamoasm Existing garage to be relocated [fill 1111IMMMMMI : West Elevation - Existing A 06 Scale:1/8"=1'-0" 2 South Elevation - Existing A 06 Scale:1/8"=1'-0" Building Permit Submission Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dba(fte rr idae,us Polltes/Ferro Cottage Existing A 66 300 Jackson Street. _ New Suffolk NY Elevations I P -)j` _ - s"'4 t� j r f[,- C A 6 Issued: 09117Po8 ,mom:.�.....•"a>oeo,r Existing garage to be relocated F1 771 East Elevation - Existing 07 Scale:1/8"=1'-0" Existing garage to be relocated �---- ------------------- 1 i i �Ep ARC, KSiAG. r�7 2 North Elevation - Existing �`\s 214v f 07 Scale:1/8"=1'-0" Building Permit Submission Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dbafterridge.us Polite Forro Cottage Existing A 07 - - _-- --- -- - - Jackson Street. New Suffolk NY Elevations Issued: 09/17/08 .mm.m."s�wa.m.mb�r NOTE: No Basement or crawl space exists under existing house. House will be lifted and moved west 6'3"to new foundation. All floor framing and supports to be assessed on site after existing building is raised off existing ongrade supports. New joists and bottom plates will be used where ever termite and 13'-5" or rot damage has occurred. _—— Existing floor datum to be raised 1'-0" LJ LJ I r----------------------� I I I I L----------- r� r7 r� C i i ----------, I L�J L�J LoJ � " I I I I 7'-0" 17'-0 I I _CM L J j 003 001 j l I Storage Storage — x w i i I -------� o ———————————-J. j j L--� m I r------------� ----J L I I L I I r--------------- —I I I r-----------------i 7Z—I—r� I I I I i i 005 I I 004 I I i t S o a e I o o 0o I I Soae I I I I 1 1 o I I I I I I I I I I I 2 I I w New HVAC system I I I I I through out. I __ I I I I I 002 I I I I I I I Mechanical I I — 1I ------------- i i - ------J ---------------- - ---------------- Existing Dimension Existing Dimension Existing Dimension 7'-0" 19'-0" AR Basement Proposed O8 Scale: 1/8"=1'-0" i Building Permit Submission - Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dba(afberridge us Polltes/Ferro Cottage Basement Plan A 0$ 300 Jackson Street. New Suffolk, NY Proposed p Issued: 08/17/08 NOTE: No Basement or crawl space exists under existing house. House will be N lifted and moved west 6'3"to new foundation. � r Q All floor framing and supports to be assessed on site after existing building is raised off existing ongrade supports. New joists and bottom plates will be used where ever termite and or rot damage has occurred. -r Existing floor datum to be raised 1'-0" 1II O II I II I I ' I , I I Wood Deck Living/ Dining Wood Deck r �� I 7'-0" 17'-0" '-0' L� I 1 I I I ' I I I - r— l — I 1 00 O_1 ______. I -,---�- Od, Kitchen I 1 1 I , Al2 UF Entry Hall ' nI ia t1 II M � - Q pantry-refrig O rl_i r= III I A Bedroom II Q ® ahoo J L J I BedrO,orsi L___ CC Bedroom ; I h ro L--- I 20'-0"Accessary Setback 0 0 �; L-- 7'-011 1 9'-011 LEGEND: 1 1st Floor Proposed =_= Wall to be demolished 09 Scale:1/8"-1'0" — Existing wall to be preserved New wall �TF° 027 N v�fit, . Building Permit Submission Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dba(Mberridge.us Polltea/Ferro Cottage 1 st Floor Plan R 09 300 Jackson Street. Proposed lk fE f.5r , �; -I - - ; ♦�zs New Suffo N : Y Issued: 09/17/08 _ •� a .mm+.ma,.nmvx.mvoem,r Existing roof truss to remain New roof with new asphalt shingles Existing roof structure with new asphalt shingles jF Roof Plan and Areas C, „ Scale:1/8"=1'-0" Building Permit Submission Sept 17, 2008 150 West 55th Street,2C,New York, NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dbafterridge.us PollteWFerro Cottage Roof Plan A 1 300 Jackson Street. Proposed 4,4,,,�F �:;� ,N g ,L r� �- _ ,'r3 New Suffolk, NY Issued: 09/77/08 i rf._1, 1 _� ' r, \ d '' t d x am�e.m:i mTo.rmaaa mur Existing roof truss to remain Existing roof structure with New roof with new asphalt new asphalt shingles shingles F , wc�s az 0 _ FPdid- WCM 3240 WCM 32,10 - — Existing Finished Floor elevation to be raised by 1'0" _-_- - -- Highest Existing FF 1.1' Highest Propose FF 2. New basement constructed at existing footprint. 1 East Elevation - Proposed 11 Scale:1/8"=1'-0" Existing roof structure with New roof with new asphalt New roof with new asphalt shingles new asphalt shingles shingles U. �0 i Ell F;:kEQ q 2 North Elevation - Proposed � 11 Scale:1/8"=1'-0" qe ,; LA r �1. Ave ,q. '��'•a�� Building Permit Submission Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dba@berridge.us Polites/Ferro Cottage Elevations A 11 _ 300 Jackson Street. Proposed New Suffolk NY I/x �i" � t � ,1 � Issued: 09l17Poa - —J ��, ti y �'.��-il€�'. JmmiN�TT/m�uuB.T]»tlT Existing roof truss to remain Existing roof New roof with New roof with structure with new asphalt new asphalt new asphalt shingles shingles shingles I JUA4"I;i' ® IE EE Irl Existing Finished Floor elevation to be raised by 1'0" Highest Existing FF 1.1' Highest Proposed FF 2.1' New basement constructed at existing footprint. West Elevation - Proposed Scale:1/8"=1'-0" New roof with Existing roof Existing roof truss to remain new asphalt structure with shingles new asphalt shingles ® New"Marvin" double hung ® 0 2/2 windows throughout 2 South Elevation - Proposed s' Scale:1/8"=1'-0" W,_.�, u . C2 Building Permit Submission Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dba berridQe us Polltea/Ferro Cottage Elevations300 Jackson A 12 a s s -I,,- ;tie New Suffolk, NY Street. issued: 0911noa �. _ . Proposed �.�.., m,��,r NOTE: No Basement or crawl space exists under existing house. House will be lifted and moved west 63"to new foundation. All floor framing and supports to be assessed on site after existing building is raised off existing ongrade supports. New joists and bottom plates will be used where ever termite and or rot damage has occurred. Existing floor datum to be raised 1'-0" Existing roof truss to remain Existing roof New roof New roof structure with structure with structure with new asphalt new asphalt new asphalt shingles shingles shingles Existing eave detail to remain, �; �— New eave to match new work to match i New"Marvin" ' double hung 2/2 windows throughout New"Marvin"french �� ' ' 2 wood doors throughout i ; A 14 i if i New foundation 1 Building Section Scale: 1/8"= 1'-0" F "\ A13 Building Permit Submission Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dba@berridge.us Politea/Ferro Cottage Building Section U A 13 300 Jackson Street. New Suffolk + NY issues: osrnroe T ACCEPTABLE RAFTER OR TRUSS 1 1/4"X 20 Ga. Steel Strap Every Rafter (8)Sd Nails Each End Or �n New asphalt shingle roof.Typ. ollar Ties @ Every Rafter Pair May Be Substituted For Ridge Connectors- Use (8) 10d Nails Each End New painted wood soffi to match existingt.Typ. H 10-2 TYPICAL ROOF/CEILING FRAMING Simpson Strong-Tie continuous vent. Rafter to Top Plate @ 16"OC New wood siding.Typ. H2.5(2) LTS/MTS12 Batt Insulation As Req'd RSP4 5/8"Gypsum Board 2 X 6 Stud @ 16"O.c. Base As Required 1/2"Plywood Subfloor 1/2"Cdx Exterior Sheathing Hardwood Floor 2 X 12 Floor Joisl @ 16"O.c. 2 X 6 Sill ACCEPTABLE TOP PLATE Batt Insulation As Req'd Cedar Vertical Siding Over 15#Felt Simpson Strong-Tie Building Paper Top Plate to Stud 2 X 12 Box �nnn nnnnn �� Flashing 1. 5/8"Dia.X 10"Anchor Bolt @ 36"O.c. 777 z LSTA1 q' Back Fill co C 1 Fiberglass Sill Seal -1 �dull o MTS12 �: . . _illll,iillllll �P LTP4 Damproofing — TYPICAL *: = > LTP4 Compressible Filler '' ��II-�� I BASEMENT/CRAW fD_ ° gp L SPACE rr _ —'I IIIIIII 8"C.i.p.Conctet FOUNDATION 4 Concrete Slab ��- ' Foundation Wa mI�I /8"Dia.Anchor Bolts 4 Mil.Vapor Barrier d•. =__ ACCEPTABLE @ 36"Oc(12" From Corners) b — =IIII Simpson Strong-Tie • , Provide 3x3"Base 6 X 6 WWM y IIIIIIII��IIII 8"X 16"C.i.p Stud to Band Joist Plate 2 Ea.Anchor Concrete Footin ?,Ep A . ll= Bolt < .413 E 40:1 2-#4 Rebar +a' �a !a ° I�IP to ..v. a• _ .:'-. t1\i, it '• Unexcavated Soil 11-411 }Y� N 1 Strapping Details 2 Typ. Wall Section �✓� PP� 9 �� c�, •. . A 14 N.T.S. �14 Scale:3/4"=T-0" Building Permit Submission Sept 17, 2008 150 West 55th Street,2C,New York,NY 10019,tel 212 541-4927,fax 212 541-6102,Sag Harbor,N.Y.,tel 631 725-1264,cell 917 742-7825,dbaaberridge.us PolitoWFerro Cottage A 14 -- - - - ----- f 300 Jackson Street. DETAILS New----------- - ---- ----- -- _-- ------- — -- --------� - ------ - ------------_' =.>�:.,.'1'`u-__J•-,. ..-'•,r.. _ _ --- --. �C �a:'� 6 Suffolk, Issued: osnVroe a 0 m a 3 a a w 2 s J Z EXISITNG GARAGE k / TO BE DEMOLISHED 00 — — �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ o PRIMARY SETBACKf x �q k 9S? oa o ONl - PROPOSED I� �_ _ -- ACCESSORY SETBACK --------- --------------------------------------- ----------I ----- �- - ------------------- 1� - --- � - I -------- ( -r-NEW '`- - / PROPOSED I - TERRACE- ram, r I NEW PARKING COURT PROPOSED I i' PROPOSED / I a NEW GARAGE I !NEW —LRIMARY SETBACK r I n TERRACE PROPOSED PROPOSED / NEW POOL _'0 PROPOSED RENOVATIONS / U -------- - THE IN,50USE -- + X ®�® X - -- / I PROP _-_'EOSED I _-- EXISTING HOUSEPROPOSED / �1/ — — — — — -- — — — — — — — — — — — — — — NEW DRIVE — — — — b+-0Q b#9• — — — — — — - TERRACEi--i- (UNALTERED) r PRIMARY SETBACK PROPOSED _- / "-0- NEW PARKING COURT j b / r L------------------------------------------------------------------------------ ———————— ---------0----------- —————— -- ---- .,I M — PRIMARY SETBACK / 0 -!2 Z M07 FOR CONSTRUCTION 1 ATTORNEY 05.02.07 No. ISSUES + REVISIONS Date POLITES RESIDENCE 300 JACKSON ST NEW SUFFOLK, NEW YORK SITE PLAN Job No. Scale: Sheet No. 0701 1" =20' P.A. Date: Al 00 ACV 04.20.07 JAMES MERRELL ARCHITECTS P.C. 66 MAIN STREET SAG HARBOR, NEW YORK 11963 631 725-9842 Z W U 0 N a 0 �i f U 3 LINE OF EXISTING FOOTPRINT I I I I I I I u STORAGE & MECHANICAL I I I I I UP— NOT I I I I I I I I I I I ( I I I I I I / FOR CONST RUCTIUN 1 ATTORNEY 05.02.07 No. ISSUES + REVISIONS Date POLITES RESIDENCE NIEW CONSTRUCTION USING EXISTING SQUARE FOOTAGE 300 JACKSON ST NEW SUFFOLK, NEW YORK NIEW CONSTRUCTION ENCLOSING OF EXISITNG FRONT PROCH FOUNDATION PLAN Job No. Scale: Sheet No. 0701 1/4"= 1'-0" P.A. Date: A201 ACV 04.20.07 JAMES MERRELL ARCHITECTS P.C. 66 MAIN STREET SAG HARBOR, NEW YORK 11963 631 725-9842 W Y 0 0 a 5 t- U 5 LINE OF EXISTING FOOTPRINT �\ - - - - - - - - - - - - - - - - - - - - - - - 4i71 I \ / I TERRACE I I I I \\ BEDROOM y I I I I I I _ I I a() o LE MASTER BEDROOM i O I I I I I MASTER BAT I i I CL I CL i � � I I CL \\ LAUN Y CL CL CL / OFFICE\ ix i \ i � I � � I I i � I i I LIVING ROOM / DESK \\ I � — — — — — — — — — — — — — \ I I I I I I � I - - - - - - - - - - - - - --\ I I I � I I \ I E I \ LiI I � I NOT I I \\ I I \ I FOR NI TRUCTI Nh i � I Ii E \\ I I I \\ I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ENTRY TERRACE 1 ATTORNEY 05.02.07 No. ISSUES + REVISIONS Date I NEW CONSTRUCTION USING EXISTING SQUARE FOOTAGE POLITES RESIDENCE NEW CONSTRUCTION ENCLOSING OF EXISITNG FRONT PROCH 300 JACKSON ST NEW SUFFOLK, NEW YORK FIRST FLOOR PLAN Job No. Scale: Sheet No. 0701 114"= 1'-0" P.A. Date: A202 ACV 04.20.07 JAMES MERRELL ARCHITECTS P.C. 66 MAIN STREET SAG HARBOR, NEW YORK 11963 631 725-9842