Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
24459-z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26588 Date: 07/23/99 THIS CERTIFIES that the building REPLACE DWELLING Location of Property 58365 CR 48 GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 44 Block 2 Lot 13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 21, 1997 pursuant to which Building Permit No. 24459-Z dated NOVEMBER 5, 1997 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 REPLACE AN EXISTING ONE FAMILY DWELLING WITH A NEW ONE FAMILY DWELLING AS APPLIED FOR. Z.B.A. #4495, 7/24/97. The certificate is issued to ARTO KHRIMIAN & ORS. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. H 064713 06/21/99 PLUMBERS CERTIFICATION DATED 06/24/99 ROBERT VANETTEN Q.k 1# A,"��& Building In ecto ir Rev. 1/81 FORM NO,3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Date.......NOVEMBER.......5......................... 19....97.. 24459 Z Permission is hereby granted to, ARA & ORS KHRIMIAN .................I............. 45-25 41ST STREET .......................................................................................... .........LONG...ISLAND CITY,NY 11104 to tENFW BUILDING„PERMIT#, 22965 TO .REPLACE„A SINGLE, FAMILY DWELLING AS APPLIED FOR TRUSTEE RENEWAL DEC RENEWAL ........,.. , .. ... .. , .. , .t. .. .. ........... ...... .................................................................................................................................................................. ................................................ . ........... .... .............................................. . ........................................... ................1...................., ........................................................ , ............................................................... at premises located at...............58365......CR 8.....................................................GEENPO RT.............. ..... ... ..R ...... .. ........................................................ . .................................................... ............................................. County Tax Map No. ......'.73889.... Section 044,,..,,...,, Block ,.....0002...... Lot No. ..913............. pursuant to application dated ...,,OCTOBER........ ............. 21 19...,...97.,., and approved by the ...... .. Building Inspector. Fee$.......106.60 ........... .. ..... ....................... . .. B ding Inspector Rev. 6/30/80 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Date. 19. ,/.J.. NO 22.965 Z ................... ................ .. Permission Is hereby granted to: /�tev-o .?` -S EL....... f, !e� ?/. ......�............ .... to .... ✓r1'r ........ .......... �1 ........�,�'✓... C.. ...f '���'.....- '' lnT , ...�........./. .............�f..........................., .........,,�.c.............................. 1 r G.:..../r�•e.+�.(./............. �3 —��J���/Z��i�Q..�' .......... ...........T �f.. .................................................. . ........................................................ .............. .............................................. C /- at premises located at.......Sa. �P ........... ....... �!.............................. ...................................................... .... .... County Tax Map No. 1000 Section .....1.7.��r............ Block...... ......... Loot No. .. ................ pursuant to application dated .......��z;. :.....I.a................... 19...lx,.... and approved by the Building Inspector, 40 Fee$..5�...�... ,ry ........ ........................... Iding Inspector Rev. 6/30/80 Pln�' ;111 TOWN OF SOUTHOLD U BUILDING DEPARTMENT 4 TOWN HALL ! I, 9 765-1802 Q 1 BLDG.DEPI APPLICATION FOR CERTIFICATE OF OCCUPANCY w TOWN OF SOUTHOLA A. This application must be filled in by typewriter OR ink and submitted to the buildir inspector with the following: 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 buildi 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 a "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applican 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 - _ .25v,�. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . .7.�A!1!AV. .7A . .�99 9 . . . . . . . . . . . . . . . New Construction. ..Y. . . .. .. Old Or Pre-existing Building. . . . . . . . . . . . . . . Location of Property. . ..5 8 3 6 5...... .. C _ g.. . . . .C.R F E N POR T. . . . . . . . . . . . . House No. Street Hamlet RRTO K/fRjM1,gA1 HRA. KHVM11914 *ZRBFL_ kHRiM//7N Onwer or Owners of Property. . . . . .. .. .. . . ... . .. .. . . . . . ... . County Tax Map No 1000, Section—PH-.q . . . ..Block. . . .2 . . . . .Lot. . . . . . . . . .. . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . Permit No.'�.�g5q. Z. . . .Date Of Permit. . //:.Jr.: M7 .Applicant. .! R7O. K1¢RIMJ N, Health Dept. Approval. . ... . . .. .... . . . . .. . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . .. . ... . . . .. .. . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. .� . . . . . Fe Submitted: $.2S-.o6. . . . ... .. . . . . . . . . . . . �J r�b�li b . . . . . . . . �, ., . . . . . . . . . ./. . . . . . . . . . . . . . . . . . . G ��� 4 APPLICANT o�os�FFoL�r�o� Town Hall,53095 Main Road CA Z Fax(516)765-1823 P. O. Box 1179 • Telephone(516)765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE Building Permit No. 7 L Owner: */ �f 1 NA 1!N'j A rf-o (please print) Plumber: JeObel7 f�v�Nt/l �� X008 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this .c - day of L19 9p Notary Public, County HELENE D.HORNE Notay PuWlc,State of New York No.4951364 Qualified in Suffolk County Commission Expires May 22, 0200 OPay q THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 8072653 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date JUNE 21,1999 Application No. on file 16793698/98 H 064713 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of ARA KHRIMIAN, 58365 COUNTY ROAD 48, GREENPORT, NY in the following location; ❑ Basement ® Ist Fl. ® 2nd Fl. OUT Section Block Lot was examined on JUNE 15,1999 and found to be in compliance with the National Electrical Code. FIXTUREFIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHES INCANDESCENTI FLUORESCENT I OTHER AMT. K.W. AMT. K.W. AMT. I K.W. AMT. K.W. AMT. H.P. 25 24 17 25 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS M SYSTEM$ET DIMMERS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. I H.P. NO.OF FEET AMT. I WATTS 1 D/11 12/2 1 30 SERVICE DISCONNECT NO.OF S E R V I C E METER NO. CC COND. A.W.G. A.W.G. A.W.G. AMT, AMP. TYPE EQUIP. 1 0 2W 1 0 9W S 0 3W 304W PER 0 OF CC.GOND. NO.OF HIAEG OF HIAEG NO.OF NEUTRALS OF NEUTRAL 1 150 CE 1 X 1 1 1 1 OTHER APPARATUS: ELEC. ROOM HEATERS:2-.375 K.W. 11OYX DETECTOR: -4 Ate+ 10HRI1 PIAN L L 43.05 44 STREET APT.5G LI CITY, NY, 11104 GENERAL MANAGER Per 11 This certificate must not be altered in any manner;return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. suiLDiNa Dear. INSPECTION [ vfeFOUNDATION 1ST [ ] ROUGH PLBG. / [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 4aez Ok, DATE S /�' ��g INSPECTOR auu.uiNa oar. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMA KS: loor DATE INSPECTOR 765-t80z BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH P - [ ] FOUNDATION 2ND ULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC & HIMNEY REMARKS: � DATE � INSPECTO M•ieox BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] jiOUGH PLBG. [ ] FOUNDATION 2ND [��] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: c, 44,0 z DATE INSPECTOR suaDiNa oar. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] "INCA-TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CFIIMNEY REMARKS: - k '5 DATE INSPECTOR suiwiNc DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING FINAL [ ] FIREPL & IM EY REMARK DATE � INSPECTOR i 4441 IIA CIA MPT I l 1�- AMR 0= - - /i � PMAI - - - - - - - - - - - - - - - - ii oO WA v f BOARD OF HEALTH FORM NO. 1 3 SETS OF PL.INS . . • • • • ( o� TOWN OFSOUTHOLD SURVEY : : _ : :. . _ • BUILDING DEPARTMENT CIIECK OR"I _ .`./. . / SOUTI- , _J, IV.Y. I .j., i Mot /J��_"�'!� TEL.: 765-1802 l:O T I F Y Examined — . CALL . T.�`.6p,4 3 _ MA I L TO : Approved . . . . . .... •L��J / �i! Disapproved.a/c . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . mg nspector) APPLICATION FOR BUILDING PERMIT Date . . . . . . 19 INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of thisstiappli- cation. e. 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 issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. Win'e. No building shall be occupied or used in whole in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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 inspe ion . . . �. . . . . (Signature of appli a t, or name, if . . . . . . . corporation) (Mailing address of applicant) 1/g,� State wl?ether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. Name of owner of premises X �/L70yLj!%f/�¢j�� • . . • • - (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. . (Name and title of corporate officer) nn - Builder's License No. . . . . . . . ."'" , , trf r ati � Plumber's License No. . . . . . ... . . . . . . JH1 5 Electrician's License No. - -a - 5L "0. 0FP". T()i!1P;N or-c Other Trade's License No. . . . , , 1, Location of land on which proposed work will be done. 3 6s. . . . . . . . . . . �Y. . , . . . . . . .47,E , . .tiy .' ' '� . . . . . House Number Street . . "!.'� Hamlet County Tax Map No. 1000 Section . .1.¢'1,. , , , , . _ . . . . . . . . . . Lot . . . . ./Q. . Block . . . . . . . . . . . . . . . Subdivision . — . . . . . . j . . . . . . . Filed Map No. Lot (Name . . ... . . . .' • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . . , . S/,�,(t,L,L� , , i�J11,lLY fjO��C . . . . . . . • . ' . . . b. Intended use and occupancy . . .0 /!U�,�', , , /!¢ l�Y. . . / /,Q . . . • , . . . . . 1 ` .-, ...,.�•35a�A+k �kh::..4:^k ..ri:+$�0.F...rt:*.YNR •3. Nature of work (check which applicable): New Building Repair . . . . . . . . . . . . . . Removal ' ' ' ' ' • Addition Alteration , ; • • • • . . . . . . . . Demolition . . . . . • . . . Oth 4. Estimated Cost . . 3��ODfJ *sCrip-t-ion-)- .: . . . . . . . S. If dwelling,number of dwelling units . . . • (to be pa;d on filing this application) • _ If garage-number of cars . . . ' • • • • • • . Number of dweliing units nn each'floor. . . . 6. If business Commercialoccu " " " " • " • . or mixed pane-, specify nature and extent of each t • � • • - • � - • • • • • • 7. Dimensions of existing structures,if an Front . type of u e . . . . . , Height . . . . ./. 2. 7 . Numb of . .,��• �7 . . . Rear . . ./l�P• • � . Depth . ... . . Number Stories . . . . /• Dimensions of same structure with alterations or additions. Front . • . . . . . . Depth. . . A15`-,Z6' Height . . . Y . Z /.6. .?- T7 . . . Rear . . . 8. Dimensions of entire new construction: . • 7: ' ' ' ' • • Number of Stories . . . . . . . .�. . : . . . .Height Front . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . . Depth . . . . . . . . . . 9. Size Number of Stories . . . . . . . . . . . of lot: Front . . . . .�5 G 7 10. Date of Purchase . . . . . ' ' • • • • Rear . . . . .'Z5, , , . . • , • Depth . . . . .c3. ]7, F7, j • • �� 11. Zone or use district in wliich premises are situated ,: . : Name of Former Owner . . .12. Does proposed construction violate an z • • .ce_ t o ' ' ' ' ' ' ' ' • • • • • • y zoning law, ordinance or regulation: tU© ` ` • 13. Will lot be regraded dVd • • • • • • • • • . . . . . . . . . . . 14, Name of Ow • • • • • • . Will excess fill be removed fro remises: Yes Owner of premises . ... .,�/IY1/I¢!V • Address'`f�.'. i, (3!° Name of Architect , �/,/Q�f,L;T/�C6/!T' ' ' `• • one No. r!8 737 44 Name of Contract • • • • • • • • Address ¢ 6.�- — J-- -� • , Phone No. '.`t7`y ¢6 Contractor . ,�iq t. 1� !v ,Address 15. Is this property within 300 feet- of a tidal wetland? ' * • • • ' ' 'jam'`' ' •Phone No. . . , *If yes,' Southold Town Trustees Permit may be required. No. . . . . . PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimension s from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. s TATE OF NEW YORK, OUNTY OF . . . . . . . . . S.S • • . . . . . . being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) )ove named. 111A�11_ is the . ... . . . . . . . /. .`'`_ . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . (Contractor, agent, corporate officer, etc.) • • • ' ' ' ' ' ' ' ' said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this plication; that all statements contained I this application are true to the best of his knowledge and belief;and that the )rk will be performed in the manner set forth in the application filed therewith. 'orn to before mee�this . . . . . . . .�. /. . . . .day f. . . 199� . . . tary Public, . . . .� � Count � Y .� . JOYCE M..VinXINS �— Natary Public.Stats of Newyark x No.48522 ,SuffolR CowMy .pplic• • •• Term ExpirasJune 12,1 �' (Signature of aant) • r i APPEALS BOARD MEMBERS 0�0 CC Southold Town Hall Gerard P. Goehringer,Chairman �Z` Gym. 53095 Main Road Serge Doyen o P.O. Box 1179 03 James Dinizio,Jr. Southold. New York 11971 y t� Fax(516)765-1823 Lydia A.Tortora �Ol �aIF Telephone(516)765-1809 Maureen C. Ostermann BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION ADOPTED AT REGULAR MEETING OF JULY 24, 1997 Appl. No. 4495 & FP-16 by ARTO KHRIMIAN PARCEL 1000-44-2-13 STREET & LOCALITY: 58365 C.R. 48, Greenport DATE OF PUBLIC HEARING: July 10, 1997 FINDINGS OF FACT PROPERTY FACTS:/DESCRIPTION: . This property is located in an R-40 Low-Density Residential Zone District, being situate on the north side of County Road 49 (a/k/a Middle Road) . This lot gpntains a total area of 2125 sq. ft. and is improved with a 560 scf. ft. dwelling foundation, of the recently reconstructed foundation for a single-family dwelling. The foundation as reconstructed is shown to be encroaching over the front property line, has nonconforming side setbacks and setback from the ordinary high water line of the Long Island Sound. BASIS OF APPEAL: Building Inspector's Action of Disapproval, based upon the applicant's second application - which was to reconstruct a single-family dwelling on existing dwelling with modified building plan, different than that shown on the plans approved August 21, 1995 under Building Permit No. Z-22965Z. The recent written action of the Building Inspector is dated April 28, 1997 which reads as follows: (a) Article XXIV, Section 100-242B(1) : a nonconforming building containing a conforming use which has been damaged by fire or other causes to the extent of more than fifty (50%) percent of its fair value shall not be repaired or rebuilt unless such building is made substantially to conform to the height and yard requirements of the Bulk Schedule (see Section 100-244B Nonconforming Lot - Bulk Schedule) . b) Chapter 46, Section 46-18A: new construction and substantial improvements shall be elevated on pilings, columns or shear walls such that the bottom of the lowest horizontal structural members supporting the lowest elevated floor is elevated to or above the level of the base flood so as not to impede the flow of water. Note: Building Permit No. 22965 dated August 24, 1995 authorized applicant ". . .to renovate and alter an existing single-family Page 2 - Appl. #•1.195 _ FL #16 Re: 1000-44-2-13 (hhrimian) Board of Appeals July 24, 1997 dwelling as applied for. . . ." Location of Property: 58365 C.R. 48, Greenport, New York; 1000-44-2-13. This parcel contains a total lot area of 2125 sq. ft. ZONING VARIANCE RELIEF REQUESTED BY APPLICANT: To continue construction on tine existing concrete foundation, which perimeter and same dimensions were shown on the building plans at the time the Building Permit was issued under No. 22965, without the need to remove foundation and re-construct with pilings, columns and/or elevated shear walls above the base level of the required flood elevation for this V.9 Flood Zone, and also under Article XXIV, Section 100-242B( i) of the Zoning Code. which has been determined by the Building Inspector to be more than 500 of the fair value. FLOOD VARIANCE RELIEF REQUESTED BY APPLICANT: Based upon the April 28, 1997 Notice of Disapproval by the Building Inspector, when applicant applied for a second building permit, to amend the building permit application of 8/10/1995. Said Action of Disapproval states that new construction and substantial improve- ments shall be elevated cni pilings, columns, or shear walls such that the bottom of the lowest horizontal structural members supporting the lowest elevated floor is elevated to or above tine level of the base flood so as nut to impede the flow of water, Chapter 46-18A of the Southold Town Code (Floodplain Regulations) . Flood Designation: V-9. Building Permit 422965 issued 8/24/1995 for reconstruction of a single-family residence. REASONS FOR BOARD ACTIONS, DESCRIBED BELOW: ZONING VARIANCE WHEREAS, under building permit issued by the Building Inspector, reconstruction of an existing single-family dwelling was commenced; WHEREAS. Article XXIV, Section 100-242, Subsection A which is appropriate and applicable for this conforming residential use with a nonconforming front, sides, and setbacks to the northerly property line and L. I. Sound, is noted in the following excerpt at page 10143 of the Zoning Code: 100-242. Nonconforming buildings with conforming uses. A. Nothing in this Article shall be deemed to prevent tine remodeling, reconstruction or enlarge- ment of a nonconforming building containing a conforming use, provided that such action does not create aiiv new nonconformance or increase the Page 3 - Appl. 74495 _. FL #116 Re: 1000--14-2-13 (hhrimian) Board of Appeals July 2.1, 1.997 degree of nonconformance with regard to the regulations pertaining to such buildings; and. . . . IT IS FOUND, after investigation and consideration that this is a reconstruction of a nonconforming building containing a conforming (residential) use which does not create any new nonconformance or increase the degree of nonconformance applicable to parcels of less than 20,000 sq. ft. in size; and The applicant has submitted proof that the reconstruction will not exceed 50% of the fair market value. FLOOD VARIANCE This is a determination issued after considering all technical information and the following standards for such approval under the FEMA Regulations and Southold Town Code, Chapter 46: w a) The improvements created are as a result of the re-construction activities under a building permit issued on a lot of less than one-half acre in size contiguous to, with nearby similar lots with existing structures also constructed below the base flood level. After considering the factors and all other technical evaluations (listed herein) for areas of flood hazard, this lot is not beyond the one-half acre size. Additionally, it is found that the subject improvements are found to be for renovations not exceeding 50% of the value of the subject dwelling. b) There is a stowing of good and sufficient cause because: (1) applicant will add a cap block to bring the first floor elevation at 13 feet above mean sea level (instead of 12'9") , with a monolithic pour and 6" by 6" wooden piers at each corner as a minimum to cause shear wall and bring it into modified conformity; (2) applicant cannot move landward because of the heavily traveled road. c) Failure to grant the variance would result in exceptional hardship to the applicant because the foundation cannot be removed without destroying the existing, functioning sanitary system and no alternative to this sanitary system is available. d) The granting of this variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, create nuisances related to real property, or conflict with existing local laws or ordinances because applicant will mitigate as noted and reiterated from paragraph (b) , above. NOTICE TO APPLICANT: The applicant is hereby given notice that the grant of this variance may consequently cause an increase in • Page 4 - Appl. #•1.195 ,c FL ;�1G Re: 1000-44-2-13 (hhrimian) Board of Appeals July 21, 1997 premium rates for flood insurance up to amounts as high as $25 for $100 of insurance coverage and such that construction below the base flood level increases risks, if any, to life and property. RESOLUTION/ACTION: On motion by both Members Dinizio and Tortora, seconded by Member Doven, it was RESOLVED, to GRANT the relief as applied and with the FOLLOWING CONDITIONS: 1 . To raise existing foundation to a minimum height at 13 feet above mean sea level - based on the architect's determination (presently 12'9" level and the additional 3" cap) ; and 2. Addition of G" by G" wooden piers at each corner as a minimum to cause shear wall; and 3. Any and all foundation area and walkway area shall be located not closer than si N inches (G") to County Road 48; and BE IT FURTHER RESOLVED, to REVERSE the decision of the building with rel;;+rd to the Southold Town Zoning Code, Article XXIV, Section 100-2-12B , based upon the above reasons, and the prior Interpretation of the Board of Appeals rendered November 8, 1995 under Appl. =1350 (Zoning Case of T. McCarthy) . VOTE OF THE BOARD: AYES: MEMBERS GOEHRINGER, DOYEN, DINIZIO, TORTORA AND OSTERMANN. This resolution was unanimously adopted (5-0) . .-GERARD P. GOEHRINGER, CHAI N ,l As per Resolution Adopted 7/24/97 Approved for Permanent Filing Actions.all/44-2-13 w N. o tf MAY a v h «. wf.22 ZY4 tc.vc. ,per h �9%D LAA a \4. LEW,q_eo OA O O O �Tocr,�o� /1�'CE• Z � AOR NEW V 0 acs Py�'y,S'a a•A.eTo,Aelp¢`Z.98EG .C�.yie/it7%9it/ ,0•vrscwr yC�L�i sr �x�.ri' f�frx Co�.c/r�%�✓. >; Ro. baa 14044�Xll C:T /ate-yd az�,3 LAWRENCE M. TUTHILL 2 3 PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT. N.Y. 11944 (516) 477-1652 Coh GPt- ,h { ' des, �h v 1 1 � n 63 6 Se Coup) /20 -q V 47,r , ��Y /Vy �� �� q ��� 2 4 4 K � O� 1° 117�s d `7 y' le 41, 6/e A� V r- � GX✓r< / f� �eh re ,�ouh 1�t w J>, h e y r CVc'h�,e 4v p/v hL G., Ps � Ile r f, 3,,u/r e M P h 7 / . cv c-P pF NEW JLu r � �y k s 12 032254-1 �►� �j09©f ESSIONP�'� New York State Department of Environmental Conservation Building 40 - SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0373 John P. Cahill Commissioner AMENDMENT TO PERMIT June 22, 1998AUG 0 M R Mr. Arto Khrimian - 4 1998 45-25 41st Street Long Island City, New York 11104-3410 Re: 1-4738-00851/00001 County Rd. 48 Greenport, New York Dear Permittee: Your recent request to extend the above permit has been reviewed pursuant to 6NYCRR, Part 621. The expiration date is extended to June 30, 2000. This letter is an amendment to the original permit and, as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Ve tru yours, Roge Evans Permi Administrator cc: mep/file OgUf Albert J. Krupski, President �p� COG Town Hall John Holzapfel, Vice President oy� 53095 Main Road Jim King v� Z P.O. Box 1179 Martin H. Garrell O Southold, New York 11971 Peter Wenczel y?j�! 0� Telephone (516) 765-1892 Fax (516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 26, 1997 rr Arto Khrimian R997 45-25 41st Street 4ong Island City, NY 11104-3410 BLDG. DEPT. TOWN OF SOUTHOLD RE: SCTM #44-2-13 Dear Mr. Khrimian, The following action was taken at the Southold Town Board of Trustees Regular Meeting on September 24, 1997 : RESOLVED, that the Southold Town Board of Trustees approve the request for a one year extension for Permit #4444 to renovate existing single family dwelling with a greenhouse. If you have any questions, please contact our office at 765-1892. Sincerely, 9. ♦ ° o * Albert J. Krupski, Jr. President, Board of Trustees AJK/djh D _Q b (� OCT 3 1 1997 TOWN O sOUPT THOLD New York State Department of Environmental Conservation Building 40 - SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0373 John P. Cahill Acting Commissioner AMENDMENT TO PERMIT cl� O� June 11, 1997 f-OF to Khrimian 4 41st Street Long Island City, New York 11104-3410 Re: Permit No. & Location: 1-473800851/00001 County Rd. 48 , Greenport, N.Y. Dear Permittee: Your recent request to extend the above permit has been reviewed pursuant to 6NYCRR, Part 621. The expiration date is extended to June 30, 1998 . This letter is an amendment to the original permit and, as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Very truly yours, Per it Administrator cc: mep O R ra y (5 th U U LOGT1 WT BLDG.DEPT. rMN-OF SOUTHOLD -A NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00851/00001-0 September 8, 1994 FACILITY/PROGRAM NUMBER(S) PEPMIT EXPIRATION DATE(S) Under the Environmental September 30, 1997 Conservation Law TYPE OF PERMIT ■ New 0 Renewal 0 Modification 0 Permit to Construct 0 Permit to Operate 0 Article 15, Title 5: Protection 0 6NYCRR 608: Water Quality 0 Article 27, Title 7; 6NYCRR 360: of Waters Certification Solid Waste Management 0 Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES 0 Article 27, Title 9; 6NYCRR 373: Supply Hazardous Waste Management 0 Article 19: Air Pollution 0 Article 15, Title 15: Water Control 0 Article 34: Coastal Erosion Transport Management 0 Article 23, Title 27: Mined Land 0 Article 15, Title 15: Long Reclamation 0 Article 36: floodplain Island Wells Management 0 Article 24: Freshwater Wetlands 0 Article 15, Title 27: Wild, 0 Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers I Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control 0 Other: PERMIT ISSUED TO TELEPHONE NUMBER Arto Khrimian (718) 437-7660 ADDRESS OF PERMITTEE 45-25-41st Street Long Island City NY 11104 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Same / NAME AND ADDRESS OF PROJECT/FACILITY Khrimian Property 58365 County Road 48 LOCATION OF PROJECT/FACILITY Greenport, NY 11944 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk I Southold Long Island Sound DEQIPTIM CF AAMIZM X71VITY Reconstruct single family dwelling on existing concrete foundation. All work shall be in accordance with the attached NYSDEC approved plan. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2) and any Special Conditions included as part of this permit. REGIONAL PERMIT ADMINISTRATOR: ADDRESS Robert A. Greene Bldg._ 40 SUNY, Room 219, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE September 8, 1994 Page 1 of 4 GENERAL CO DITIGS Inspections 1 . The permitted site or facility, including relevant records, is subject to in- inspection at reasonable hours and intervals by an authorized representative of the Department of Enviromrental Conservation (the Department) to determine Mether the permittee is corplying with this permit and the ECL. Such represen- tative may order the vork suspended pursuant to ECL 71-0301 and SAPA 401 (3) . . co0y of this permit, including all referenced raps, drawings and special conditions, crust be available for inspection by the Department at all tirres at the project site. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Pe mu t Changes and_Rarm3m l s 2. The Department reserves the right to modify, suspend or revoke this permit when: a) the scope of the permitted activity is exceeded or a violation of any condition of the permit or provisions of the ECL and pertinent regula- tions is found; b)- the permit ms obtained by misrepresentation or failure to disclose relevant facts; c) new material • information is discovered; or d) enviromiental conditions, relevant technology, or applicable law or regulation have rreterial ly changed since the permit ms issued. 3. The permittee rrust submit a separate written application to the Department for renenel , modification or transfer of this permit. Such application must include any forms, fees or suppleTBntal information the Department requires. Any renenel , modification or transfer granted by the Departrrentrrust be in writing. 4. The permittee rrust sutmit a renenel application at least : a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES) , Hazardous V1hste NHnagerent Facilities (F'MF) , major Air Pollution Control (APC) and So I i d V\hste N6nagerrent Facilities (SI'WF) ; and b) 30 days before expiration of all other permit types. 5. l.hIess expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the tears, conditions or require-rents contained in such order or determination. Other Legal CbIigat ions of Pemuttee 6. The permittee has accepted expressly, by the execution of the application, the full legal responsibility for all damages, direct or indirect, of whatever nature and by Marever suffered, arising out of the project described in this permit and has agreed to indem ify and save harmless the State from suits, actions, damages and costs of every name and description resulting from this project. 7. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted v\ork nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit . 8. The permittee is responsible for obtaining any other permits, approvals, lands, ease-rents and rights-of-wey that may be required for this project. Page 2of 4 95.20-6a(7192)-25c ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (Title 5), 24, 25, 34 and 6 NYCRR Part 6W( Tidal Wetland 9 That if future operations by the State of New York require an al- other environmentally deleterious materials associated with the teration in the position of the structure or work herein authorized,or project. if, in the opinion of the Department of Environmental Conservation 13 Any material dredged in the prosecution of the work herein permitted it shall cause unreasonable obstruction to the free navigation of said shall be removed evenly,without leaving large refuse piles,ridges across waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural the bed of a waterway or floodplain or deep holes that may have a resources of the State,the owner may be ordered by the Department to tendency to cause damage to navigable channels or to the banks of remove or alter the structural work, obstructions, or hazards caused a waterway. thereby without expense to the State, and if, upon the expiration or 14 There shall be no unreasonable interference with navigation by the work revocation of this permit, the structure, fill, excavation, or other herein authorized. modification of the watercourse hereby authorized shall not be com- 15. If upon the expiration or revocation of this permit,the project hereby pleted, the owners, shall, without expense to the State, and to such authorized has not been completed,the applicant shall,without expense extent and in such time and manner as the Department of Environmental to the State,and to such extent and in such time and manner as the Conservation may require,remove all or any portion of the uncompleted Department of Environmental Conservation may require,remove all or structure or fill and restore to its former condition the navigable any portion of the uncompleted structure or fill and restore the site and flood capacity of the watercourse.No claim shall be made against to its former condition. No claim shall be made against the State of the State of New York on account of any such removal or alteration. New York on account of any such removal or alteration. 10 That the State of New York shall in no case be liable for any damage 16. If granted under 6 NYCRR Part 608, the NYS Department of Environ- or injury to the structure or work herein authorized which may be caused mental Conservation hereby certifies that the subject project will not by or result from future operations undertaken by the State for the contravene effluent limitations or other limitations or standards under conservation or improvement of navigation,or for other purposes,and Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 no claim or right to compensation shall accrue from any such damage. (PL 95-217)provided that all of the conditions listed herein are met. 11 Granting of this permit does not relieve the applicant of the responsi- 17 All activities authorized by this permit must be in strict conformance bility of obtaining any other permission, consent or approval from with the approved plans submitted by the applicant or his agent as part the U.S Army Corps of Engineers, U.S. Coast Guard, New York State of the permit application. Office of General Services or local government which may be required. Arto Khrimian 12 All necessary precautions shall be taken to preclude contamination Such approved plans were prepared by of any wetland or waterway by suspended solids, sediments, fuels, 5/26/94 solvents,lubricants,epoxy coatings,paints,concrete, leachate or any on SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 3. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 75 linear feet from the tidal wetland boundary. 4. Roof runoff shall be directed to drywells a minimum of 75 feet landward of the tidal wetland boundary for immediate on-site recharge. Supplementary Special Conditions (A) through (F) attached DI.0 PERMIT NUMBER 1-4738-00851/00001-0 PROGRAM FACILITY NUMBER Page -3— of �_ SUPPLEMENTARY SPECIAL CONDITIONS The Following Conditions Apply To All TIDAL WETLANDS; FRESHWATER WETLANDS; COASTAL EROSION MANAGEMENT; and WILD, SCENIC, and RECREATIONAL RIVERS PERMITS: A. A copy of this permit, including all conditions and approved plans, shall be available at the project site whenever authorized work is in progress. The permit sign enclosed with the permit shall be protected from the weather and posted in a conspicuous location at the work site until all authorized work has been completed. B. The permittee shall require that any contractor, project engineer, or other person responsible for the overall supervision of this project reads, understands, and complies with this permit and all its general, special, and supplementary special conditions. Any failure to comply precisely with all of the terms and conditions of this permit, unless authorized in writing, shall be treated as a violation of the Environmental Conservation Law. If any of the permit conditions are unclear, the permittee shall contact the Division of Regulatory Affairs at the address on page one or telephone (516) 444-0365. C. If project design modifications become necessary after permit issuance, the permittee shall submit the appropriate plan changes for approval by the Regional Permit Administrator prior to undertaking any such modifications. The permittee is advised that substantial modification may require submission of a new application for permit. D. At least 48 hours prior to commencement, of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of the permitted work, the bottom portion of that form shall also be signed and returned, along with photographs of the completed work and, if required, a survey. E. For projects involving activities to be undertaken in phases over a period of more than one year, the permittee shall notify the Regional Permit Administrator in writing at least 48 hours prior to recommencing work in subsequent years F. The granting of this permit does not relieve the permittee of 'the responsibility of obtaining a grant, easement, or other necessary approval from the Division of Land Utilization, Office of General Services, Tower Building, Empire State Plaza, Albany, NY - 12242 (516) 474-2195, which may be required for any encroachment upon State-owned lands underwater.. DEC PERMIT NO. 1-4738-00851/00001-0 Page 4 of 4 New York State Department of Environmental Conservation Building 40 - SUNY, Stony Brook, New York 11790-2356 April 22, 1997 John P. Cahill Acting Commissioner Mr. Gary Fish, Building Inspector Town of Southold �� r Box 1179, 53095 Main Road Southold,NY 11971 APR 2 4 Dear Mr Fish, This is in response to your inquiry regarding the Khrimian property. I thank you for the opportunity to conduct a field visit of the project site on April 17th to discuss this project. You are correct with your determination that the project as proposed does not meet the minimum standards set forth by the Federal Emergency Management Agency (FEMA) for construction in a V zone. Therefore it does not comply with the intent of your local floodplain ordinance. Specifically, the foundation requirements for a residential structure in a V zone include pilings or columns with no lower area obstructions. You are also correct with your determination that a building permit cannot be issued without first granting a variance from your local law. This variance must be sought at the local level. I must emphasize that it is the responsibility of the Town of Southold's Zoning Board of Appeals to grant or deny the variance based on a thourough evaluation of the application. The granting of a variance is regarded as very serious business by the NFIP. An improper use of the variance procedure could jeopardize the community's participation in the NFIP. The question here is weather or not the granting of a variance for this proposal would be appropriate. The procedure for the granting of variances by a community is explained out in 44 CFR Ch. 1 section 60.6. There are seven items which need to be addressed. I have listed and discussed them one at a time for simplicity. 60.6(a)(1) Variances shall not be issued by a community within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. "Regulatory Floodway" is a term used in riverain flooding and therefore is not applicable to the Khrimian property. 60.6(a)(2) Variances may be issued by a communityfor new construction and substantial improvements to be erected on a lot of one-half acre or less in size contiguous to and surrounded by lots with existing structures constructed below the base flood level, in conformance with (a) (3), (4), (5) and(6) of this section; The lot in question is 0.05 acres in size, and the existing neighboring houses appear to be below the base flood level and not on pilings. (See pictures) 60.6(a)(3) Variances shall only be issued by a community upon (i) a showing of good and sufficient cause, (ii) a determination that a failure to grant the variance would result in exceptional hardship to the applicant, and(iii) a determination that the granting of the variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, create nuisances, cause fraud on or victimization of the public, or conflict with existing local laws or ordinances. An argument can be made that the applicant can show good and sufficient cause and that hardship exists. The applicant cannot move landward because of the road. The existing foundation cannot be removed without destroying the existing, functioning sanitary system and no alternative to this sanitary system is available. The only option available to the applicant under the FEMA code would have been to renovate, without expanding,the pre-existing structure. (This can be done under the FEMA code provided the cost of such a renovation does not exceed 50%the value of the existing structure.) This option was precluded by the town code which requires a minimum square footage of 850 sqft on all renovations, thus necessitating the construction of a second story. I find it hard to believe that this construction will result in increased flood heights of the Long Island Sound, this again is more of a riverain issue rather than a coastal flooding issue. As far as additional threats to public safety, extraordinary public expense, creating nuisances, causing fraud, victimizing the public, or conflicting with existing local laws, the ZBA would be the most knowledgeable of these issues which is why the NFIP places the responsibility at the local level. 60.6(a)(4) Variances shall only be issued upon the determination that the variance is the minimum necessary, considering the flood hazard, to afford relief; I do not have enough information to make this determination. The code from which the applicant must seek relief is the "elevated on pilings with no lower area obstruction"requirement. Since the applicant cannot remove the existing foundation without loosing the sanitary, and the lot is too small to build elsewhere, I would say that relief from the obstruction requirement is necessary. However, It still may be possible for the applicant to construct on pilings or columns while leaving the existing foundation in place. I suggest that the ZBA require the applicant to submit some sort of evaluation done by a licenced professional which may put some light on the subject. Remember, the variance must be the minimum necessary to overcome the hardship. 60.6(a)(5) A community shall notify the applicant in writing over the signature of a community official that (I) the issuance of a variance to construct a structure below the base f ood level will result in increased premium rates for f ood insurance up to amounts as high as $25 for $100 of insurance coverage and(ii) such construction below the base flood level increases risks to life and property. Such notification shall be maintained with a record of all variance actions as required in paragraph (a)(6) of this section; I explained to Mr. Khrimian on April 17th that if a variance is granted his flood insurance rates would certainly be affected. The house's pre-FIRM status, which entitled him to subsidized flood insurance rates, will become post-Firm status placing him in the actuarial flood insurance rate table. The cost of his flood insurance would certainly increase. I also explained that flood insurance is required for a federally backed mortgage, (which most conventional mortgages are. Mr Khrimian assured me that he understood all the ramifications of the variance but that without it he would be unable to build at all. FEMA requires notification in writing so that the homeowner has no surprises when flood insurance is sought after the granting of a variance. Attached is a sample of a variance letter. 60.6(a)(6) A community shall (I) maintain a record of all variance actions, including justification for their issuance, and(ii) report such variances issued in it's annual or biennial report submitted to the Administrator. This requirement simply wants the town to maintain a file on all variances, and report them on your biennial report. Occasionally FEMA will review these files for the purposes of evaluating the town's floodplain management practices. 60.6(a)(7) Variances may be issued by a community for new construction and substantial improvements and for other development necessary for the conduct of a functionally dependent use provided that(I) the criteria of paragraphs (a)(1) though (a)(4) of this section are met, and(ii) the structure or other development is protected by methods that minimize flood damages during the base flood and create no additional threats to public safety. This requirement pretty much reiterates what was said before. The key here is to remember that the variance does not allow the developer to do absolutely anything he wants. The developer must still build in such a way as to minimize minimize flood damages during the 100 year flood and create no additional threats to public safety. Again I cannot over emphasize, the variance must be the minimum necessary to overcome the hardship. I hope this is some assistance to you. If you, or anyone else at the town has any questions regarding this issue please feel free to call me at(516)444-0423. Sincerely, Eric Star Assistant Regional Floodplain Administrator CC. William Southard- DEC Stony Brook William Nechamen - DEC Albany SAMPLE VARIANCE LETrEIt March 22, 1989. Mr. Joseph Smith 1419 Liberty Street Riverdale, NY 12999 RE: Permit Application # 643 Dear Mr. Smith: On March 15, 1989, the Board of Appeals reviewed your permit application to construct an addition to your residence at 1419 Liberty Street. The board has determined that the provisions of the City of Riverdale's Flood Damage Prevention Law, Local Law #2 of 1987, does cause you an exceptional hardship. Consequently, the board hereby grants you a variance from the requirement to construct the first floor of the addition at or above the base flood elevation of 696 NGVD. You may construct the first floor at the level of the first floor of the existing structure, 692.5 NGVD. However, you may not construct a basement under the addition. Also, all other provisions of Local Law #2 of 1987 will apply to the construction f of the addition. You are hereby advised that flood insurance rates for structures with the first floor at a level below the base flood elevation can be quite expensive, up to $25.00 per $100.00 of coverage. This variance does not relieve you of those higher rates. You are also reminded that, by building the addition with the first floor below the base flood level you are increasing the risk to life and property.. Sincerely, E. C. Langhorne Code Enforcement Officer D-10 1 t N6 York State Department of Environmental Conservation Building 40 - S.U.N.Y, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0373 -� Lanqdon Marsh Comsissioner September 8, 1994 Mr. Arto Khrimian 45-25 41st Street Long Island City, NY 11104 RE: 1-4738-00851/00001-0 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please read all . conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Very truly yours, MarYil n Peterson Environ ental Analyst I MEP:cg enclosure FORK NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: . .4 /28/97. . . . . . . . . . . . . . . . . . . . . . To ,Ara Khrimian.. . . . . . . . . . . . . . . . . . . . . . . . 45-25 41 Street . . . . . . . . . . .. . . .. . . . . . . .. . . . . . . . . . . . . . . . . Long Island City NY 11104 . . . . . . . .. .. . . . ... . . . . . . . . . . . . . . . . . . . . . . . PLEASE TAKE NOTICE that the amdndment to youz .ap�p.Lica.t.ion. .af 8y:1.Q/95. for permit to reeogstr}1ct , g, sjgg1,e , � ily..dell. .ng. Qn. .the..exisx.�o . .£aundation Location of Property . . 58365, , , , ,, , Cty.. Rd „ 48 , , , , , , , , - „ - _ ,Greenport , _ „ _ „ House No. Street Hamlet 02 County Tax Map No. 1000 - Section . . . ... BLOCK . . . . . . . . . . . LOT . . . .1.3 . . . . . . . Subdivision . . . . . . .. . . . . .. . . . . . . . . . .. . . . . . . Filed Map No. . . . . . . . . .Lot No. . . . . . . . is returned herewith and disapproved on the following grounds 1 ) . A, ,non.conforming, b u i 1 d- containing_ _a ,conformineuse- , , , whichhasbeendamaged, -b y- f-ire, or _gther , - - - - _ _cause_s _to_ _the_ extent. _of_ more_ _than_ 507_ of . its _fair ,value ,shall _ not ,be, repaired . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . , _or_ rebuilt, _unless_ such_building- is ,made ,subs tant ially„to, conform ,t o, the „ - „ _ .height _and _yard _requirements_ _of_ the _Bulk_ Schedule, _Article_ XXIV, _100=24,2B: (,]-)_ . . . . . . . . . . . . . . .. . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . .2). New. .con. stru.ction. .and. .subs.t.ant.i.al improvements shall be elevated on . . . . . . . . . . . . . .. . . .. . . . . . .. . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . „pilings,_ columns, or _shear ,walls- such, that. the _bot_tom, of ,the lowest horizon __tal_ structural. .men ers_ supporting .the_ .lowest _elevated_ _floor _is_ elevated_ to .. . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . .. . . . . . . . . _ _or_ above_ _the_ le. vel._of. the. ba.se. f.lood, so _as_not. to _imFede_ . flow. water . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . .. . . . . . . . . . .. Cha pter_ 46= 18A : _ _ Action _req . ired_ by_ the _Zo. nine_ Board__of_ Appeals : _ _ _ _ _ _ _ _ _ . . . . . . . . . . .. . . . . . . . .. . . . .. . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUI I INPECTOR RVNolt/%6 See attached letter from Eric Star , DEC Stony Brook . Board Of Southold Town Trustees , SOUTHOLD, NEW YORK " PERMIT NO. q l -1 y _ DATE: 4/27/95 a ISSUED TO ....._ .AR.TO -KHRI1.4IAN. .. , �Y• '11 Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of theti State of New York 1952; and the Southold Town Ordinance en- , titled "REGULATING AND THE PLACING OF OBSTRUCTIONS k IN AND ON TOWN WATERS AND PUBLIC LANDS and the fY . REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;" and in accordance with the L� Resolution of The Board adopted at a meeting held on .4/,27/95....... I 19 95.. ., and in consideration of the sum of $150.00 paid by a Ural_ Talgat. for_ARTO_KHRIMIAN _ .._..... ... .. . . ...._......_.. ..._ N. Y. and subject to the of .... ... ...Gree.nport.__ _ Terms and Conditions listed on the reverse side hereof, \ of Southold Town Trustees authorizes and permits the following: �i Wetland Permit to renovate exist. wood struct. with a concr ii block foundation, & a glass frame struct. (greenhouse) on a concur ".! slab. Renovate entire structure to encompass wood frame struct. ` F glass framed structu. under one new roof, liveable floor area not to beall in accordance with the detailed specifications as presented in increthoaclriginating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to \ � be subscribed by a majority of the said Board as of this date. 1 ,» cn O _ ti .. ..... ......... 4 stees ,a��� �Mry,�__-���:W+.raj�y:yT:„r .f_.:Y',-' y� .. —��_d� ' 'L"•-'' ` '' TERMS and CONDITIONS The Permittee A R T O K H R T M T A N residing at 58365 Gaijnt*:Road 48, rr_eamport N. Y., as part of the consideration for the issuance of the Permit does understand and prescribe to the fol- lowing: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any oper- ation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes fall liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold 2. That this Permit is valid for a period of 24 mo& which is considered to be the estimated time required.to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that auth- orization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application, may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. G. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work or project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work auth- orized. 9. That the Permittee will obtain all other permits and consents that may be required sup- plemental to this permit which may be subject to revoke upon failure to obtain same. 1 ' Town Trustees }' Board Of Southold LD NEW YORK SOUTHO <9 PERMIT NO. 4205 DATE: ......7/29/93. ... ` ISSUED TO .....ART.O...KHRIMIAN....... .... __... y� Pursuant to the provisions of Chapter 615 of the Laws of Laws of the • ' the State of New York, 1893; and Chapter 404 of the s a1 State of New York 1952; and the Southold Town Ordinance en- ,IbF NS titled "REGULATING AND THE PLACING LIOC ANDS and t TOWN WATERS AND PUBLIC °� IN AND ON REMOVAL OF SAND GRAVEL OR OTHER MATERIALS FROM i� LANDS UNDER TOWN WATERS;" and in accordance with the F Resolution of The Board adopted at a meeting held on . .7.129/93..... r 4I ' 19_ ...93, and in consideration of the sum of $_ 100..00 paid by �, ....... .... .......... .... ....... �` •' ' "'i . Tom .Samuels for .ARTO....KHRIMIAN ' a! N. Y. and sub'ect to the i s of ... .G.reenport_.... . ....._ I t ' Terms and Conditions listed on the reverse side hereof, rye, of Southold Town Trustees authorizes and permits the following: v Grandfather Permit for a bulkhead and porch structure. � a�! Greenport ' *' 1 'I p all in accordance with the detailed specifications as resented in the originating application. F oard of Trustees here- i r ,i IN WITNESS WHEREOF, The said B t! by causes its Corporate Seal to be affixed, and these presents to 0 za be subscribed by a majority of the said Board as of this data.Z-4........ .... s • G T tees y, y�-.-.:i. �,:rt�`.+Fi.rsn�'� !`•'L.. 'If rr�;.`�t' �:;r'if�+„�'.T:ICy �„s�i;,Y,,,`" •! MW A ✓J� s AM URAL TALGAT Architect 426 7th Street Greenport, N.Y. 11944 516-477-8963 March 8, 1995 Mr Paul Campagnola County Permit Engineer Suffolk County Department of Public Works Division of Highways Box 59, Yaphank Ave. MR _ ' ! Yaphank, New York 11980 Re: The Khrimian Residence 58365 County Road 48 Greenport, New York 11944 S.C. Tax Map # 1000-44-2-13 Dear Mr Campagnola, This is to request your guidance on the following matter: The above mentioned residence is a one family dwelling. The structure covers approximately a 16 X 35.5 foot area, which is surrounded by approximately between 5 and 6 feet of walkway. Each small section of the structure has its own roof, which is virtually the ceiling as well. This causes the inside of the building to become unbearably hot during the days of the summer months. To alleviate this problem, we have decided to reconstruct this building to incorporate the entire structure under one roof by using the original footprint and foundation. As existing, the building and its foundation extend into the ROW of County Road 48 by 3.1 to 3.6 feet. The enclosed survey will show the encroachment. Against this background, would you please advise us whether or not we need any kind of clearance or approval from your Department before we start this project. Sincerely, URAL TALGAT, Architect COUNTY OF SUFFOLK ROBERT J. GAFFNEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS STEPHEN G. HAYOUK,P.E. COMMISSIONER July 31, 1995 Ural Talgat Architect 426 7th Street Greenport, New York 1 1944 Attention: Ural Talgat Re: Property Located at CR 48, Middle Road, 1300'± e%o Albertson Street in Southold. SCTM# 1000-44-2-13. Gentlemen: We have reviewed your letter of 3/8/95 with regard to the above referenced site plan and have determined that your client will not need to acquire a Highway Work Permit from this Department for the proposed alterations to this home. However, should your client change or modify the existing driveway access to this property, a Permit would be required. If you have any questions, kindly contact this office at 852-4100. Thank you for Your cooperation in this matter. Very truly yours, flichard J. LaValle, P.E. chief ee By: M. Paul Campag o Permits Engineer RJL/MPC/pc, cc: Town of Southold Building Dept. r 1� 6f r2 �J� — �c.� -�` � — ice- o•!� �„� � SUFFOLK COUNTY AN EQUAL PPORTUNITY/AFFIRMATIVE ACTION EMPLOYE �O 335 YAPHANK AVENUE • YAPHANK. N.Y. 1 1980 • 1616) 852-4000 FAX 15181832-4130 Y �� -"JbN 1i RaAp Qf {3 'N"_ '����'a14-"f`_�°':'_: '-��[ISTSI+Ib...�41Dfc•- ELL.VATIQIL-- -A_e� - .. . . .•. , .. ._. •f< ._. '. ty :J-- f= Y"�:��i:�iG1.Y•..Y a�'It'•.4�y. .ffi�iw i.- :..<...SY '.r '�y:t — OD a f- (Al t o i �'r�^'.fir—:��1�';'T 'I; 1 .• ' `�•.'`• :: z CIA I I : �• - 1 _ •- - -t 'i :i�,��;: 3 j � k' �e.c�,yNry.�t+� •. � . .� z'_-_��Z���s� ..�t� �`. 'O r_�A _�.�g _� - _' ....:��A-'• fs- '. ry _�L.• '.. �F��' S{.••fR •F.�iW i.,._......�- a _'T .rl'ir'�:7_�`-�..`.�7!.J���::C"•~I<�� "3" -`s a�ib_..a• _ .-;-•^i'•f.tt`�'' .r.� RP,I ��-• ''f' "� .. :-� - 'jr .6.'^ '�.%'-•�• ��.. ,,.+ter'•;.•-�•_►•.e ._a�•a;!V!- �w'w�...s+ � _ r_�(" , y�f _ l "-� �%•f•-. •�"•J '�-�3•r�`i`..F'ib!� ':l,- `A'''TE` �••�._ ' __ •r ''f.ar`y.'i 'y - t._e'j _ . -/ r-�f !•s .ib Y.� ',�: _ Y...a« ..�''7i .Y _ '- ./ •'.L 'p �r'•�.- .► ,.-.ISI . .. � _p;� -4•'. 's:!•�',:i".�.'-�SEt-a �'' Agri._� �vn�l -rr �iF-*:� ._�,��tih�-ES•,ES.1. .r.•"!f- ,�,'.., - - � C�r'.. .�.�.e�� •�� SM1:1 �•�:�__.�.'4'^•.��s•_r-�s. �•�"�e- -•����:��•'$�'�,•a�i-�'`y-r_#� __ �''. :ti..M. _ 'x' fx'•F+�a�x'.�•'r ra='-� +- k-:3'_S%'-t' I.: _ .a .`. _ `. .. ..i :.tel. .' .��"•,;!!�:'•T�-.i �-E%'• y "-� •r .��." i AC,. Y � <. :Ts•t, �. .'�f a.. `i%.- " ter �►a `t - Y'f...i. .- ..;sr:.''=y�„-i.��:. :�-�:.• �� ��:�:v.r-t :£i aue�id�i'��'•' Y. •�Y�`d' -'i�:..'�i� 3 '.i-• - -`3ir. F"•i. %i._�'�c,.Fp t�,'• k�:-l.•t^�[�s'i`�,r •1� -' - +�i��'`,�Y ']�-rt--,�-,5• - � '�� I� s-•Y_ ��' ..-�; -�<-+-��'yE --.->•�_�; �7- .-! '�•4�r ..;. t'•'. h_'.1e s+i a+' .7 tel• �.,: ri�t.tt+aJr'� •� D • Al © ® _ i �k•`- r�- !%'.rte•._ - • - "_- ---ter'-"=- -";-:. -----• _ .---.--:}:-•-r--- =i• Z - #'-. - LQ N4 ISLI►ND $�IINp . f ' I� • . , • T- - , Oft Mil uei[ NA/r1 i •-,--- -r ry - � -. ' Ngo' i � �--�T•-'�T'-r T,--T'-^!__ " y 0� � a p STT �_i �• ��•_�r-rr- V ^ .,dsll - -— - - 5 rim ' sokw- - ' �} Mlbm-F RQAp 3 i - vamm womm 1 f $1 —PLAU. SrJ►LE 1' l0' �--- :_`- -.•� _-= eX1STM6 VIEW FKQM L-Y.54V13p, to ar..: C_r _ ,tl `i iL •a_ ,�`i�.r :> GAS i _ '-"_ r. 1^, t _ W — . �F=.� i�.s- i :?� t �rw �. 7L� =r" __ c t •° -r iy'� •.j '" > yf' 17 *�� . _- _ __� !'' _ -Jt Y •__ ,�• .�gt,c `!=•:Ls ~Tr�'rc' ���"�_`�; � i. 'v S�P�-�-i-"'-'�'-^ .0 r'vs' �7 t. �•-y 1 �'_y-_ •i`- T f .� •. ..11'^Sa•�y�_:_. �.^a+i_i_eP _4 ':Y/:fh } , ,�As""d'S:. �"_. _i:'i�.- _f- �'' ; `,'''•'�1~ S¢:J�t� .cnV_ f El _• - i ..�'"'i .. ' -.t.�� sal'' s•+. '' •. '"+- °►' c .�`c` - - .3r ,7 `' l II �, - ry jr. ,. �ii•.` *} �� ~_•'�'r'-¢};: 1 - 'a7 �aa" 'P�-a.•{j • - 'L.' - .ti�- :'•,t :'. fit_. ._ + � _ -� -�._� ��_ _ a - - -•• _r - .,- _ -.�r •1..1•fir _ ,S�' C��4'= -°�`�_`- W DEEM +1-718-937-7660 RRTO KHRIMIAN NY 900 P02 APR 11 197 13:42 toll AW INC ,#,2 (SECTION A ) j .y ,J CV o In n r , m y �+ A- • • ji R 17',7•Tr.� •• , � I � �-, t 1-J. -,� � 1�;Ls��J Via► :��, i ; � ! . � � ` iii � ' j ) ►'Jf 1 • II .a •S j , T 1 1'•_ lb STOCKADE.IreNCL. GLtr'1176 DOOR S LbWA Doo" -xroCN-Y! FENVOL d&W-lm-.*YATiD L FROM L z SOUND • I LH1k:fIrIn(lr j ADDRESS.: MlpnLa _ao!►o NY -TIT&-Q L NEW/RENOv�►TED ONO ST_QRY.Hp11 {{ �Ii � +�+•!�:i'�'..1• LOd(4J5L.A1d� SDUND__. .. - �.- AGALFL _ Z:a6 NOT ED_ _DAT£...S. 21A. -7 `x• .r - rzwmr&P- MA#;MRS DRAWIN4 02 C- 1 [As" daE-S-7776 1 110 ol ool In �". N Ira zerbvG,,�� LS.4 k1 t.Hcy E.uc � A,-114 / A1.1mo lY ►y ��n�.uoohrs�ri• fV.eVEY, fG.e• ./UO/; L{9 AP/I414 L,Q,UO �U�PYEYO.Z /.aCATJO.U•,fGul ✓�VJSFdIK�OU.UT1'XX Y. ✓QUTy000J �• Y G�.4.P9.(/TEeO�e•.!✓'e rt�.�f�ar.=I, �w ATL /-� c� 44 le i�f�ST.P�T.11dC. R9lE•AE�EyBE.E�LJ�9 - c�.�atxDZ,4/,3 Jnauthorized W'Wadon or addfdon to fts survey is a vAkftn of secdon 7208 of 00 NOW vaOt ar. E&xmisn LAW. w ancopini■wN��IMM�aW�"'`" Sri/y ambaMrwa,MMii�t�awl/�wa oobaaiddlwoM �4 coac46Te� s>/•oct• auar�lMNiM11f�AM�1��M ony to MM MMIwaDa�M� ` E/.7'adds�gtG //(� bpeprN.aMMM�WM/r/r � '� rids aompeiy,gasaiw11i1M t�Mr L Gdf/C4ETg �� � Gana ass wa o� Id1f �. t kmduWm or*MSK OWN". I� E/r,G GYJNOAT/gU/Z�c3 nn 11 4,SS D LA r \ r3.8' w `fid , LE{ti sO'N IN A Q 0 ' 4 INv U � r hap 9 See® p \ -�- /3*'V�t To ✓70 3a'-e-02' V pciec/,�x�Fo. �.�cs�vc�rts ' i1►ciY3 ' i /• oot�- ice- ,sra) /c. �RI�EYf+4��/�RrO,A'?A,�ZA$EL�s/R/�t�J%AN ���Y �'(/•L�'1'Y�N1�LW/J�'i�'/� ND fURV�Y02 !�./Jl/ASS/• �OUTJ��OLO,�l.Ldi�fDG�' Lc�UNlY.N.� P�1.84X'�'�I� 3l.�LP'•ia3/o' �CT•!7�/OGi�.Slg/�CZ-O/� EL�.df�r/��.�'E��,�Ta �GrJO/�lE�9r✓�E.v G�vEG • ® o Nv •• N l,.) � r 51TLi PLAN SCALE 1".10, \ F ti Y Lo - - - LO H— i 00 -rYr -.. !. MIatWLK QAAa ', llE�k SIDE ELEYAT-,oN A _Ai ry -�- / MYSDRe 1 • 1:1 - = i0 Al'1'Qcl\'I:U �� I't:il •i'fiial8 � � co'soi l loN8 OF tD ' rj `" PERMIT 10. DATM m + ,her {�• '�-• �. . 1 �`�S•..��,/:�'-.•. -•:•.••- •: .•,• ., - ,m to 'A.0 fes"•.;:, ';' ♦ ►','� `, ,�t ti ti ry :� --.4.' yid;"'••-�i•s,':; '.•�. '., t ,rq r.. ' -- "fl- ktv 1�}l .^ '�tl��w}����s�'.'l.s +.�r it T'if r •1�'!1�Y•' ,�,l,.l 3 t�-:% _ .'. - .—�T ..M::- - Y•�`,` .t..r•tl�`,;,_-_�,•--�.-r"• . '�""►'i4ta•' s-: — - t. _ _-- - �" -_-- -_ oto i pp •F -r " i ` j lei` ..,'.` Y •� '1 r.1.` t i t�� �'r .� t-,.r: �:ti•'S 1•:dr"y: �/' ` \ l+'+1 ' (. fir.• I Jl,�'.''•t r: /- .. ..r--��� moi•- " :•�- �;i. F - . ' •- • • t�• �- - ' - Ij :�iy- .h_ r-r,"-. ! �. f..i`;•t:J �r• �i'�` •� r !2'x /' t� . •.• '6i w S.L.. ^' :J - m • fwc w.Yr>w."r,y..�Y� a ,t• r r1 �l K::•'/ .r.+t q•�' ' '��� 1 :'rihY +•- 1 -�•- •��i. �.- f :...... s UI .t a '� Qr'!y�• �.D .- 1.74`S• - .4� :�'rl.Lhi T.. _ .?'• , :�•�. ./ r ) Il � r _ _ - - - - .. •. w-` �• .s,' - • �',, .t '••• s`! y,71St •T,'.�`'�+ �; ;�••1 �, i2 •. .l. r . •- +-1- - �_ - i• '� - � - :lsjC, i.-::>-;- 'i -fit � .•� �•- , , ,r- ,... - > • l. '<.•• - _ �( •t/`•!'. �+�. CIA . -:j• .:w},-5.��./ y'`-1 .. Fa yJ.�.-1. . .,,t -, t ..s� ,'y• _ '1 - i _ ::•1;.- ,-� RAW ,?+ / i• 'a-:�:�;•l;:l3•s� l�`-•! "yl, - " �1 �' tift`•t: 3�•l I,ti.. :: .: - ` "- •"`• • ,; - 4''-,•- .- 's - .'r• i iA;��.r`'RPb�; c .• .Y' t, � 1_g�-. ,i F+ v�. ., ; r Albert J. Kru ski O�pS�FFO(�►CO p dent Presi y� p John Holzapfel, Vice President o y� Town Hall 53095 Main Road William G. Albertson P.O. Box 1179 Martin H. Garrell • Peter Wenzel Southold, New York 11971 �Ol �a0 Telephone (516) 765-1892 Fax (516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 27, 1995, Ural Talgat 436 7th Street Greenport, NY 11944 Re: ARTO KHRIMIAN SCTM #44-2-13 Dear Mr. Talgat, The following action was taken by the Board of Town Trustees during its regular meeting held on April 27, 1995 regarding the above matter: WHEREAS, Ural Talgat on behalf of ARTO KHRIMIAN, applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated March 21, 1995 and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 27, 1995, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standard set forth in Chapter 37-18 of the Southold Town Code, which will be listed on a separate page, and, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, a NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approves the application of ARTO KHRIMIAN to renovate an existing building which includes a wood structure with a concrete block foundation and a glass frame structure (greenhouse) on a concrete slab. Applicant wishes to renovate the entire structure which includes encompassing the wood frame structure and the glass framed structure under one new roof using original footprint and foundation. The liveable floor area of the existing building, with the renovations, will not be increased. Located: 58365 County Rd. 48, Greenport. SCTM #44-2-13 Permit to construct project will expire two years from the date it is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified upon completion of said project. FEES: Very truly yours, �jr 0 � Albert J. ZupOkiA, Jr. President, Board of Trustees AJK/djh cc. CAC Bldg. Dept. Installation pour les Plafonds Sus endue calafateador para sellar la abertura del cielo bars to lock fixture in place on bars.(Fig 2) tape 1 Marquer le Centre de I'ouverture sur la raso. For State of Washington approved Air-Tite Instalaei6n en un Cielo Raso Falso tulle du plafond et faire un trou(diametre de housings-apply supplied gasket to ceiling and 61/2"). Paso 1 Marque,sobre el elemento m6vil del wrap around inside of housing or apply caulk tape 2 Placer la tuile dans la grille de la barre cielo raso falso,el punto por donde entrara to seal ceiling opening. en,,T,,. el portalampara y recorte un hueco de 6-1/2" Installation in Suspended Ceilings lktape 3 Faire reposer I'appareil sur les de diametro. Step 1 Locate center of proposed opening on barres en,<T,,,les encoches des supports Paso 2 Coloque sobre el elemento m6vil del ceiling tile and cut a 6 1/2"diameter hole. par-dessus le cote superieur des barres en cielo raso falso la rejilla de la barra en"T". Step 2 Place ceiling tile in T-bar grid. «T,,.Fixer a I'aide d'un fil ou,eventuellement, Paso 3 Apoye la lampara sobre las barras en Step 3 Rest fixture on T-bars with notches in A I'aide d'attaches TB7 pour support(non "T",colocando las ranuras sobre los col- hanger bars over tops of T-bars.Secure with comprises).(Voir fig.3) gadores de barra por encima de las barras wire or use optional TB7 Bar Hanger Clips Ittape 4 Suivre dans I'ordre les etapes 1 A 4 de en"T"y asegurandolas con alambre o [not included](Figure 3). la section intitulee«Connexions seguros TB7(no incluidos).Vea la Figura 3. Step 4 Follow steps 1 through 4 under electriques,,. Paso 4 Siga los paso 1 a 4 descritos en Electrical Connection. Ittape 5 Centrer I'appareil par-dessus "Conexi6n Electrica". Step 5 Center Fixture over opening.To secure I'ouverture.Pour qu'il demeure fixe au pla- Paso 5 Centre la lampara sobre el hueco en el fixture position in ceiling,tighten screw fond,serrer la vis et/ou rentrer les pattes cielo raso.Para fijar la and/or squeeze tabs into hanger bars to lock dans les supports afin de bloquer I'appareil posici6n de la lampara sobre el cielo raso, fixture in place on bars.(Figure 2) contre les supports.(Voir fig.2) asegure el tomilo y/o inserte las leng0etas en los colgadores de barra para bloquear la lampara sobre los colgadores(Figura 2). Electrical Connection ment aux dispositions du Code national de en el cielo raso debe poder resistir temperat- Incandescent Fixtures 1'e1ectricite ou A celles de votre code regional uras de 90°C como minimo. THERMAL A partir d'une bone de jonction appropriee A Paso 2 Retire la tapa de la caja de conexiones BLACK BLACK PROTECTOR la bone de cablage(sur Ie cadre en platre). del portalampara.Abra paso para los cables, Y L'isolant pour fil d'alimentation doit etre desprendiendo mediante presi6n las placas classe our une tem erature minimale de 90°C. en el ortalam ara que corres ondan al ti o 120V AC g P P P P q P P Power Supply m Etape 2 Enlever le couvercle de la bone de de servicio electrico que usara. cablage.Enlever aussi les debouchures Nota:La caja de conexiones del portalampara WHITE WHITE LAMP appropriees de cette bone pour installer Ie aceptara cables conductores metalicos o no SOCKET materiel electrique A utiliser. metalicos;perp si las normas de Remarque:L'on peut utiliser un conduit electricidad locales to exigen,debe usar metallique ou un cable non metallique dans cable conductor metalico. Step 1 Provide electrical service according to la bone de cablage,mais l'utilisation d'un Cable conductor metalico:desprenda medi- the"National Electrical Code"or your local conduit metallique est requise si votre ante presi6n las placas circulares necesarias electrical code from a suitable junction box to code de 1'e1ectricite 1'exige. y conecte el cable del cielo raso a las conex- the wiring box(located on the plaster frame). Conduit metallique:Enlever les debouchures iones del portalampara.Utilice conos plasti- Supply wire insulation must be rated for at rondes appropriees et connecter le conduit A cos de conexi6n electrica para unir los least 90"C. la bone de cablage A I'aide des connecteurs cables(no incluidos en el modelo).Si no Step 2 Remove the wiring box cover.Remove appropries(non compris). dispone de dichos conos,recubra las conex- the appropriate knock-out(s)to accommo- Cable non metallique:Enlever les iones con cinta aislante de electricista. date the type of electrical service to be used. debouchures rectangulaires appropriees en Cable conductor no metalico:desprenda Note:The wiring box will accept metal conduit haut de la bone de cablage et introduire le mediante presi6n las placas rectangulares or non-metallic cable,but metal conduit cable dans la bone de cablage passe I'arret necesarias a inserte el cable,empujandolo must be used if your electrical code de cable.Le cable ne bougera pas A cause hasta que sobrepase el seguro en la caja de requires it. de l'arret;aucun autre connecteur n'est conexiones del portalampara.EI seguro Metal Conduit:Remove appropriate round requis(Voir fig.4). mantiene el cable fijo y no necesita otro knock-out(s)and connect conduit to wiring Ittape 3 Connecter les fils d'alimentation aux conector.Vea la Figura 4. box with proper connector(s)[not included]. fits de la bone de cablage de I'appareil A Paso 3 Conecte el cable del cielo raso a los Non-metallic cable:Remove appropriate rec- I'aide des ecrous appropries(non compris), cables del portalampara usando conos plas- tangular knock-out(s)on top of wiring box afin de couvrir tous les fits nus sous ticos de conexion electrica(no incluidos en and insert cable,pushing it past the cable tension.Raccorder Ie fil blanc au fil blanc,le el modelo);si no dispone de dichos conos, lock in wiring box.Cable will be held in place fil noir au fil noir,et le fil vert(branchement recubra las conexiones con cinta aislante de by the lock;no other connector is required electrique)au fil nu de laiton(de la bone de electricista.Todos los cables conductores (Figure 4). cablage). de corriente deben quedar debidamente ais- Step 3 Connect supply wires to wires in fixture Remarque:II se peut que le fil de mise A la lados.Conecte los cables siguiendo el c6di- wiring box with proper size wire nuts(not terre de la bone de jonction doive etre fixe A go de colores:el cable blanco de ali- included),so as to cover all bare current-car- une vis de mise A la terre. mentaci6n con el cable blanco del portalam- rying conductors.Connect white to white, Etape 4 Inserer tous les fits et toutes les para,el negro con el negro y el cable verde bla4 to black,knd green(from electrical ser- connexions dans la bone de cablage. de alimentaci6n con el cable desnudo de vic96 to bare;copper wire(in wiring box). Remettre le couvercle. cobre del portalampara. Not4:The ground wire at the service Nota:Probablemente deba atornillar el cable junction box may need to be secured to a Conexibn Electrica de tierra de la caja de distribuci6n electrica a ground screw. Paso 1 Asegure que los cables del cielo raso un tornillo de tierra. Step 4 Place all wiring and connections back donde instalara la lampara esten conectados Paso 4 Reacomode todos los cables en la caja in wiring box and replace cover. a una caja de distribuci6n electrica en con- de conexiones del portalampara y vuelva a formidad con las normas locales para insta- colocar la tapa de la misma. Connexions Electriques laciones electricas.EI cable de alimentaci6n IttapeeI Effectuer les connexions conforme- COOPER Cooper Lighting Customer First Center 1121 Highway 74 South Peachtree City,GA 30269 770.486.4800 FAX 770.486.4801 701404 Recessed Downlight Eclairage Direct Limpara FQa para for Use in Insulation Encastr6 pour Isolants Encastrado en Cielo Raso - uso on Material Aislante FIG 1 FIG 2 Joist FIG 3 Optional TB7 Solive - clips hook into this opening o /Viga Les attaches Remove from frame through TB7 facultatives o g s'accrochent Enlever ou introduisez lea baryes de dans tette suspesion dans les rainures ouverture Ceiling Line a Guitar o Inserte los ganchos de barra Los seguros T87 Plafond an las ranuras opcionales se insertan on este Linea del Score Lines I Encoches IMarcas hueco Cieloraso Remove ends to fit 12"framing FIG 4O Enlever les extremitas pour des cadres de 12 po ADVERTENCIA: Por su propia seguridad,lea Non-metallic Cable o 0 o guitar los extremos para quo entre an un Marco de 12" Knockouts 0 cuidadosamente las instrucciones antes de ini- ciar la instalaci6n.Antes de conectar la lampara Debouchures pour 0 AVERTISSEMENT:Pour des raisons de a la fuente electrica,desconecte dicha fuente Cables Non 0 securite,lire et comprendre toutes les instructions desde la caja de fusibles o bajando la palanca Metalliques 0avant('installation.Avant i'installation des fils, principal. Places para Cable couper le courant au niveau de la boite des fusibles Las Iamparas Halo encastradas satisfacen las no Metalico ou du disjoncteur. m6s recientes normas de instalaci6n electrica Les appareils d'eclairage encastres Halo sont (UL 1571 o UL 1570).Consulte las regulaciones Metallic Conduit Knockouts congus en conformite avec les locales antes de instalar cualquier lampara. exigences du dernier Code national de 1'e1ectricite et Debouchures pour Conduits sont certifies par les UL conformement aux normes Estes regulaciones indican el tipo de cableado Mso etalliques sLIL o1571 ou 1570.Avant de commencer a installer autorizado en su localidad y deben ser estudi- Placas para fables Metalicos quelque luminaire encastre que ce soit,veuillez adas detenidamente antes de iniciar la verifier votre code regional de 1'e1ectricite.Ce code instalaci6n. g definit les normes en mati6re de cable a our votre Instalaeibn on una Construecibn WARNING:For your safety read and p Nueva understand instructions completely before region.Lisez-le attentivement avant l'installation de starting installation.Before wiring to power I'appareil. Nota:Si la lampara se encendera mediante supply,turn off electricity at the fuse or Installation dans une Nouvelle interruptor de pared,asegurese de conectar el Construction cable negro de alimentaci6n al interruptor y NO circuit breaker box. CONECTE el cable blanco dealimentaci6n al Halo recessed fixtures are designed to meet Remarque:Si le luminaire fonctionne A('aide d'un the latest NEC requirements and are UL listed interrupteur mural,assurez-vous que le fit d'alimen- interruptor. in full compliance with UL 1571 or 1570. tation noir est connecte A I'interrupteur.NE PAS •No ded r de In cables conelto o desnudo Before attempting installation of any recessed connecter Ie fil d'alimentation blanc A I'interrupteur. •alrededor eh los cables a instalad s. lighting fixture check your local electrical •tviter,A tout prix,que des fits soient mis A nu A entrPor su n c no, c lampara i erialesa sl Bebe I'exterieur des connecteurs d'ecrous. (vea l Figura ura 1).to con materiales aislantes. code.This code sets the wiring standards for (vee la Figura 1). your locality and should be carefully studied •L'appareil est specialement congu pour les before starting. endroits ou it peut entrer en contact avec des •Los colgadores de barra de este Modelo per- isolants.(Voir fig.1 Milan deslizar el portalamparas a todo to largo Installation in New Construction N g ) de la barra,hasta encontrar la posici6n ideal. Note:If fixture is to be switched from wall •Grace au syst&me de verrouillage conqu pour les Coloque los colgadores de barra de modo que switch,make sure that blackower supply supports de cet appareil,on pout installer Ie bonier p pp ysur toute la Ion des barres.Placer les su las marcas portae la barra queden en o wire is connected to the switch.DO NOT con- g ueur p- opuesto al portalampara(vee la Figuraa 2).2). nett the white supply wire to the switch. ports de sorte que les pattes d'attache(A clouer) .puede acortar los colgadores de barra •Make certain no bare wires are exposed ne sont pas tournees vers le boitier.(Voir fig.2) •Les supports euvent etre raccourcis en fonction entree a nun m por las marcas,para qua outside the wire nut connectors. pp p entree en un Marco de 30 cm. •Fixture is designed for installation where it d'un cadre de 12 po,en les cassant A la hauteur Paso 1 Extienda los colgadores de barra hasta may come in contact with insulation(Fig. 1). des encoches. que queden fijos entre las vigas.Coloque el •Bar Hangers for this fixture are of interlock- lktape 1 Allonger les supports pour qu'ils s'emboi- portalamparas entre las vigas,usando un ing design to allow positioning of housing tent dans les solives.Installer I'appareil en martillo para doblar sus extremos por las along entire length of bars.Position bar enfongant les pattes d'attache dans les solives A marcas sobre la barra.Los colgadores deben hangers so nail-in tabs point away from I'aide d'un marteau.Les supports doivent etre quedar a la misma altura que el Tondo de las housing(Fig.2). parall6les au bord inferieur des solives.(Voir fig.2) •Bar hangers may be shortened to fit 12" 11tape 2 Suivre dans I'ordre les etapes 1 A 4 de la vigas( ga los pesos 1 a 4 descritos eft a la Figura 2). Paso 2 Si framing by breaking at score lines. section intitulee ,Connexions Step 1 Extend bar hangers to fit between electriques». "Conexi6n Electrics". joists.Position fixture by hammering nail-in lktape 3 Placer I'appareil sur les supports.Pour le Paso 3 Coloque el portalampara sobre los tabs into joists.Hangers should be level fixer au plafond,serrer la vis et/ou rentrer les colgadores de barra.Para fijar la with bottom of joists(Figure 2). pattes dans les supports afin de I'appareil blo uer posici6n de la lampara sobre el cielo raso, q Step 2 Follow steps 1 through 4 under contra les supports.(fig.®)asegure el torniio y/o inserte las lengUetas en los colgadores de barra para bloquear la Electrical Connection. Pour les logements Air-Tito homologues par I'ttat lampara sobre los colgadores(Figura 2). Step 3 Position fixture on hanger bars.To de Washington,installez le joint Iivre avec au pla- para las rajas Air-Tote®aprobaes(por el Estado secure fixture position in ceiling,tighten fond,autour de I'interieur du logement,ou appliquez de Washington aplique la a badas tadura sum- screw and/or squeeze tabs into hanger fo mastic pour obturer I'ouverture pratiquee au pla- inistrada para el falso techo y envuelva la misma / fond. alrededor de la parte interior de la caja o aplique COOPER Cooper Lighting Customer First Center 1121 Highway 74 South Peachtree City,GA 30269 770.486.4800 FAX 770.486.4801 701404 SECTION E CERTIFICATION a This certification is to be signed by a land surveyor, engineer,or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30,AE,AH,A(with BFE),V1—V30,VE, and'V(with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A(without a FEMA or community issued BFE), a building official,a property owner,or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8- Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use,wall openings, or unfinished area Feature(s),then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER(or Affix Seal) Anthony W,Lewandowski N.Y.S.Land Surveyor 33696 TITLE COMPANY NAME P-0-5" 448 Southold New York 11971 ADDRESS y CITY STATE zip— ( 40eMqxrl7 1998 516-765-9283 SIGNATURE DATE PHONE Copies should be made of this Certificate for: 1)community official,2)insurance agent/company,and 3)building owner. COMMENTS: Fi rGtlifT0cs;42`7 � t1F Yn-14 3 ON WITH ON PILES, SLAB BASEMENT PIERS,OR COLUMNS A V A A V ZONES ZONES ZONES ZONES ZONES REFERENCE REFERENCE BASE LEVEL REFERENCE LEVEL FLOOD LEVEL ELEVATION BASE BASE FLOOD ADJACENT REFERENCE FLOOD ELEVATION REFERENCE ADJACENT GRADE LEVEL ELEVATION LEVEL GRADE jj ADJACENT:;. GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 ELEVATION CERTIFICATE O.M.B. No. 3067-0077 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this, icate does not provide a waiver of the flood insurance purchase requirement.This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances,to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR).You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER Arto Ara,& Zabel Khrimian STREET ADDRESS(Including Apt.,Unit,Suite and/or Bldg.Number)OR P.O.ROUTE AND BOX NUMBER COMPANY NAIC NUMBER Middle Road Southold N.Y. OTHER DESCRIPTION(Lot and Block Numbers,etc.) 1000-44-02-013 SCTM# N.Y. 11971 CITY STATE ZIP CODE Southold IUy 11471 SECTION B FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Provide the following from the proper FIRM (See Instructions): 1.COMMUNITY NUMBER 2.PANEL NUMBER 3.SUFFIX 4.DATE OF FIRM INDEX 5.FIRM ZONE 1 6.BASE FLOOD ELEVATION (in AO Zones,use depth) 360813 157 G May 4,1998 VE 13 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations(BFE): ®NGVD'29 ❑Other(describe on back) 8. For Zones A or V,where no BFE is provided on the FIRM,and the community has established a BFE for this building site, indicate the community's BFE: I.❑feet NGVD(or other FIRM datum–see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions,indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level^5— . 2(a). FIRM Zones Al-A30,AE,AH,and A(with BFE). The top of the reference level floor from the selected diagram is at an elevation of I I I I I I.❑feet NGVD(or other FIRM datum–see Section B, Item 7). (b). FIRM Zones V1-V30,VE,and V(with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I 1 1113 .0 feet NGVD(or other FIRM datum–see Section B, Item 7). (c). FIRM Zone A(without BFE). The floor used as the reference level from the selected diagram is I❑.❑feet above❑ or below❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is 1.❑feet above❑ or below❑(check one)the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor(reference level)elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations:❑X NGVD'29 ❑ Other(describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑X Yes ❑ No (See Instructions on Page 4) 5.The reference level elevation is based on: © actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post-construction Elevation Certificate will be required once construction is complete.) 6.The elevation of the lowest grade immediately adjacent to the building is: feet NGVD(or other FIRM datum-see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the"lowest floor"as defined in the community's floodplain management ordinance,the elevation of the building's"lowest floor"as defined by the ordinance is: I I I I I .❑ feet NGVD(or other FIRM datum–see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31,MAR 97 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION L orJ Cj Int°t rt S © LJ rJ I= Z`fYJ7 APPR VED AS NOTED co4RAt Y DATE-����B.P.N.l6✓ `�. '� / LU O FEE: BY: SITE U NOTIF BUILDING DEPARTMENT AT ?> 765-1802 8 AM TO 4 PM FOR THE n FOLLOWING INSPECTIONS: j Z 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE _ ��- 'O 2. ROUGH - FRAMING & PLUMBING 3. INSULATION / Z•° L 4. FINAL - CONSTRUCTION MUST ^ 1 uv _, BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET �1 ei . � W Iry Cn 1) THE REQUIREMENTS OF THE N.Y. p \ as / STATE CONSTRUCTION & ENERGY ? �T�� ^ Z CODES. NOT RESPONSIBLE FOR a3 DESIGN OR CONSTRUCTION ERRORS- rc.v'`P�7°Y-- 1' P (D � •L� w 11971 f` o PIPES � b,•, 2 � Z p O \ Z PLUMBER CERTIFICATION �c�AT I diel I�tA^P w Z ON LEAD CONTENT BEFORE Q CERTIFICATE Of OCCUPANCY — SOLDER USED IN WATER G5 SUPPLY SYSTEM CANNOT OCCUPANCY OR EXCEED 2110 of I% LEAD- M ooppeT tubi�0 N uead W C6 for T;pipingghaiibBe USE IS UNLAWFUL � of wpm Ka DB WITHOUT CERTIFICATE +� PLUMBINGOF OCCUPANCY ALL MRBIINNG$ST REQUIRED CERTIFICATE NEED TESTING BEPORE COVERING PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS Qn REQUIRED RT PART.714 OF c R.7STATE RUIWINSCODE. LLJ SITE DATA ''� U L.oN G7 I...L_rchJ V Jo U M�l� V Q ~ } Z �coi.lc , 13LJLkHF�.P = I`- -t F-K 15T iu ca - N 1C i-[ SCTM # 1000-44-2-13 J o ii.InTE{Z t_11JE (� co D- i PROPERTY: 58365 County Road 48 ro d ExISTTN7° aG 10 C L_ �25,��t ADDRESS Greenport, NY 11944 I.J4•�.k- To arzr IJN Q -0 r OWNER: Ara Khrimian Arto Khrimian Cork, Fr JHFs LKw Zabel Khrimian EPED A% 45-25 41st Street ��`S�Qa� TAt����r�, E.°�ISTINca c�- 2eEr-+Hov�G L. I C., N.Y. 11104 1z ITn R'r i� pccT r= -r ro ,ae Tel # 1-718-937-7660 F. SYSTEM TO - 6LIILT OVER WIT7-I �= >f RENT n.i� nND WOOD FPrr'�ED 3E RE IJdsEP VrRucTua.Er. SITE: 005 Acres F- AREA T 0 —�w`'TIh1C REJivIENCE F T� 6E 2Ei.JOvf+TED -�' Z I W SURVEYOR: Anthony W. Lewandowski -� Southold, N.Y. 11971 S) Dated: 12/6/89 a- w En�sTi�-I c� caNc, License # 33696 SITE N/F y . p Pel coni NOTES: Public water is available WiLLiAI✓Is �' d zEIC�'-Elz Existing sanitary system PLAN ZI ago• br.' 1o_i�J l "'_- - _ to be reused (� a6 t En16TiNC� RE-�r�tNc2., F'OJNL`.Y TI DIV, Wnt_I< R. Ea.J- R 4 4 P-I ES INTO G8 R ,o, Irl, TE PLAN 1 WY O p" EklST. Z IG'•OExisT, VIF Q O 9 — L_ 3 Is,- (,-- V.I,F. CJ /�/�� 7 ICn"� gC NOTLJ6E U) �/ p6EP FILLED z W 5 /colic TE L�/ 2x� A -q sTIF To FSE Q G"r/o"cni1J f3LOGK FULL. 1-IEICa rIT OF i�.IA�L m FILL.LP WI/ ccNG W JEzE a66i SLE Q AP,�ovt-- Gf7Are CARD - P 912 Q 0 SUPPORT W/A. E+. F -- IIyI- ILII` fi Z LLJ J � r I d ao r: F-XI STIrJGI F IT CdNG. � LA13 J F jC G� �6bR 1 iii � O2x12. - Af' 2r12 �I n qP V I Imo. Z Ul y,y JoI5T I-Vd.Iy FSS r �I I TYPIG"; LJL� sT,IFFCI Eri o m u ' LL v LI �/ItilC3 j QoOIvo m p" . � ci (� U V j _ 1 �jc I�T I'N Ci ES"TI-1 K W d (7�N SLec1 P IG -u1 ISI (A (D of coN R�TK ?mux-c N gl Psi EF,' �I Q J N JtiIOATIUJ To t do O O X itEMf+IrJ CTYP� 0- Qt{' 43 v Y Z w 13 I P k ITc I EN 0 Q1 ----� 1Y d Z ~ = n o ► u r CL J U M N EN51r"J a Fl.Ooi`—_Z JQtg' '� 7 �r0 REF 0 IIt c'J GIz?�I.JL_ CL OL I _— A r CEREO AROh 2"TNK CcuG , � c Z >`— io�I6N 3 )L \SJPp,I TAL ',x(� CA ° ' n = g��s 7ZZ I y � —_--- U It n N 91 Fill e � r�o 20 N N A I 011 TH NE l^I 'J-r(a STL117g m X F N H " TN I- c:',-e-I C-Tc 7� - ol/e' TY P, lil d P.i...or,�- i..I.a LL Frau rj vj X91 N n�s.2. Tcwf2s*DE w i j g. 2.io e' /9 /9 5F-E: sGT 'til i, � – _- - 3 , zrl - FIRST _- � FLOOR EXTERIOR FINISHES PLAN I TYPICAL EXTERIOR WALL I 5.0 ' BASEMENT 4 PLAN 2 x 6 studs 16" O.C. wl il2" Plywood sheathing with building paper — w/vinyl siding. Provide corner boards, where required. - -,�-�---"- ----- TYPICAL ROOF ood 2 x 8 rafters @ 16" O.C. W/ 1/2" ply�^'yea sheathing w/ 3g# building r class A Architectural Shingle. � Ly� T V.1 F, paper and asphalt shingle roofing, 30 year FASCIA - Ix 6 w/gutter. RAKE - lx6flush = � }2S77 F=l_ O L� tJ � SOFFIT -vinyl soffit-with continuous vents CORNER BOARDS -514 x 4 GUTTERS - Seamless aluminum gutters -white, with matching down spouts tied to subsurface drainage system WY o Z ° W Z I ° I z W cn Por iJaf�L1T 5 _O �W�// 3. GW 14S Q > Q -- — O — - - -- 932 Io W Z c DCqF- 14 cd A � c sTcwNy- 7"2-x co - __ - To r-PQTYr? --_ - - --- --- - t d, WALL 67IFFIJEp-S FLI" NEI(G I-IT OF LJNLL 1, SEM I 'T FLIM r-L Q LL m -- -- —. - A � , y J W ro --- — - — -- N a m K to a r u J m °o O 3ELOLJ LD NK/ NICaI-I LJALL .q+'T1-IK -- - --- -- --- - — -- wP ria = _ K - In m SPED it SELF La.TcNNJG Loi.J ox2 N S _'� ���c'�Q,pl TAA(�Cy�T� Cil - -- - - -- - `� S 3 cr 024�3o OQ� d) - -- - - - 3 , 2 io – - --- - B/4 X.5 caw-r3 ' �w '4S FLOOR r->Oktisr.o jT EXTERIOR FINISHES PLAN TYPICAL EXTERIOR WALL _' ROOF 2 x 6 studs @ 16" O.C. w/ 1/2" plywood sheathing with building paper _ o O ow w/vinyl siding. Provide corner boards, where required. PLAN ICo•o" vi,F. TYPICAL ROOF -----_--- -- - 2 x 8 rafters @ 16" O.C. W/ 1/2" plywood sheathing w/ 30# building paper and asphalt shingle roofing, 30 year class A Architectural Shingle. FASCIA - 1x 6 w/gutter. RAKE - ix 6 flush �J SAN SOFFIT- vinyl soffit-with continuous vents L–OFT CORNER BOARDS - 5/4 x 4 GUTTERS - Seamless aluminum gutters - white, with matching down spouts tied to subsurface drainage system W -lid — 0 r 12 =fJT-fir- -_- - - sI'I O EXTERIOR FINISHES TYPICAL EXTERIOR WALL O 2 x 6 studs @ 16" O.Ig w/ 112" Plywood sheathing wl building paper w/vinyl siding Q O -4 Provide corner boards, - _ where required. Z LUZ � 6" O.C. w/ j6plywood lyw TYPICAL dsheathing w/ _ = 30iF building paper and asphalt shingle Shingle. class A Architectural IN•� r_- _ / - r_— / FASCIA M CO 1x 6 w/gutter RAKE `I Ix 6 flush SOFFIT vinyl soffit -wRh - - --- - _ - -- continuous vents GT h^PP- CORNER BOARDS ttti ForJr.lo..r�lor-I �..fkTTIoE� 5/4x4 P�NrI- GUTTERS Seamless aluminum gutters - �. c�Q UT H EL_EVAT O N I white, with matching down spouts tied to subsurface Q U m /41Is I' -O'I rj NSEt " vGN Er.l I drainage system. J LU .ScF- W I - w Z -- -- Lo--- - I _ 1 0 44 8/9 /9 — - - -- BUILDING A \ - ELEVATIONS _ - - -- - - - - - - --_ _ - -- rIsTiNc� r�GUNr�.Tle�til L,�(TIGE LNTI�-Y STEPS ro��� #, TY+raN�Crc� ) II�I012-TN E � EVATIO i i ;WAST EL- Cu� TIa1�l EXTERIOR TYPICAL ROOF GUTTERS FINISHES 2 x 6 rafters @ 16" O.C. Seamless aluminum w/ 12" plywood sheathing gutters - w/ 30# building paper and white, with matching down Y TYPICAL EXTERIOR asphalt shingle roofing, 30 spouts tied to subsurface WALL year class A Architectural drainage system. / 1 2 x 6 studs @ 16" O.0 w/ Shingle. Q,10 R IoyE P,�ei.til v 1/2" plywood sheathing w/ 12 CORNER BOARDS building paper w/vinyl SOFFIT 5/4 x 4 z 0) Z siding Provide corner vinyl soffit - with ■ . ■ boards, where required continuous vents A6r�f•IA�T 91-IW4LE W -� I W Cq O FASCIA 2..Cc GCL,LAIZ TIE'=, I Q 1x 6w/gutter. t-- 6.1P^ .0 I,-1302!" f7J LL.D, PAPCR RAKE 2r8 RooF R.>.FTERD U) (n lxfiflush 2"'F © 16" o,L, o Ifo" o,G , P7 z LU jARF ✓JALL. - ,� 4 ALJt-'IINIIIJN Ca1JTERS-� --6-17T1G y DeIJAsI=o rre Q w 3 1 ..12 Z •12 O STROIJCy 6Kk /2" I=Lr(I,LOao �1 sTROIJ Cj�A GK- ; LU Z r I —FIIJR"Llc i.iJE cLIP9 I I 1, �—h�'A IJ C�GfL. To ('fzOYlloE Q AT Er, JOIST R• 30 HICa 4J 17EIJBITY IIII /�- cyYP HSI P-RIt.�NE CEILI�. JO16T PjATT I't-19LJLATIOr.1 I'��, �P,� CA TYPIC/+L. GLIP9 G�c+•I r r�FTER- AT `7 ^ 5o JNr� c.L EVAT1oN - N � YY� /y_ I 71f F'[ 1 •=3 _ IIII II li ST0F44.c:2iF— LOFT a 3/q-" I•�Y I.J ool� I ^-VTIFFEIJ EfZ ip ,� obi p�Evc-Nr� U Top ¢ rbcTTv,.n 3/4 LY bJD SL113FLmfi r (DW - STFFe.�+u ly T•f Vlc.R Z 2'10 a Ire"o.c, 2n10 ol(a° Z C O M d J � III R -19 2^'77-- -1 NJ KTT-1NJ LJ LAT IOW I I i o I (o" fcPED AR ��S�PpI TALOCy�T it F•.XIST11.1C� l..�AL.L �� I'I '�Tfi IJGTLI a-E To - > � IN - _ LL -�L _ f2.EQlJ 11zED Ip R o y�0 LL I F „ pLv�.l000 �� I ti 1200M � � T 1J�'� ' I (STH-12oorvl I r ai r , l • Y .�� . �I 1 , 1 pp �r c i . 1 ' i� I 31r10 � _. _u ' I�L, _ a ' .t . l-�)' ( , _� � �I _��! ,, _ 1. 1 , 'l 'E Y � (. d � 1 �l ri : I ri '(- I � __— � _— ',� �—_ _ -r/ ,.M� � — Oj, '1a101 � � L6C TE�oS Fol2 FL�f�- . : � .- i1 _ _ _ BUILDING JOIST SJPPOPLT TYP, EXIST IN.flmR �p- r9 BATT CEixR LATTICE — WALL crza, L-jL_ SF�� GE s�LATIo� PAtit� SECTIONS INTERIOR KI `:TIWG GOING SLA[�j � — i=,�1�TIW� coNG RETE P�L["'C.It 4'I TFJK GOPIG, PJLOG� TO FouWPATION To R.ErrWll.l21, TRK coJG , "ALL- FROM 6LA� s ELEVATIONS . , TO GRADE i rd�T s AE 1+1 . . ICo' colt c , FILLED s[^rlo'fJ3E � �\\� � � V\., - 7,_ 0„ 25 r= TlJ2F�Eo GLI! FILLED I-J / GoWc , /tee VVG to AuE .y, q CcIIRPt� =J rPcrtT 1 ,� V - ` q 2 I_ L_ 5—ZD E GT 1 ©'ISI -IT-- - , L e'N � " Inlet.Pt n Li rAI II O /1E/E✓i7G� crH caVNM: E E 1 0 a �r z LU "e _ O PROBE MITI fCAID AND/OR L �'1 — PROVIDEOPENINGSFDR TNERNIALSHOCK PREVENTING TI DEVICES AS To PAIL 902.6(N) QN',,. ( , ` ' U) U EMERGENCY ESCAPE AS B STATE BUILDING CODE. t � w P ' y z n W e REQUIRED BY PART.714 OF p� `•. 1 N.Y. STATE BUILDING CODE. o- (] r7"' Y -` ~ Li I1 ✓ f 1 `" _o PIPES > .p. PLUMBER CERTIFICATION �,, •, `-� o ON LEAD CONTENT BEFORE Q CERTIFICATE OF OCCUPANCY \ W SOLDER USED IN WATER I O IJ A,,A0I P SUPPLY SYSTEM CANNOT DE% H I. IRE EXCEED 2/10 OF1%LEAD- Amrase � k b °�z Ir �s RATED TION TO OCCUPANCY OR �� G PART. .3 OF PLUMBING •iR I • N.Y.ST BUILDING ALLPWMBINGWASTE USE IS UNLAWFULOCT TESOR, UNES NEEDTINGTER BEFORE COVERING WITHOUT CERTIFICATE, ill- II OF OCCUPANCY TM`TB*•'� °' PlOT1BE STSOAE-DETECTING If copper tubing is used Of for water distributing DO NOT PROCEED WITH ALARM DEVICES system,piping shell be FRAMING UNTIL SURVEY 4 FORM 111T AfTOPARL721.1 of types KorLenlY OF FOUNDATION LOCATION ALL OWL •YS WILDUIG CWIE. HAS BEEN APPROVED. THE NNOIIMIRWORRORtI• of = I&M STATOR COM WALMON ORI N l CODES. NOW FAWONOW POM DESIGN ON CDNORINUCNOII 811 WS Q ~ SITE DATA , y LU L..cr.ICi IJLRI+ID SG^L.1h11� H U) >. y Z - K15 - PLJLI�HF1*V Er<19TIr.iv - Nlclrl SCTM # 1000-44-2-13J m n. I.JnTE� LINE U c / to PROPERTY: 58365 County Road 48 rJ 70' 3(,' 20" G `% 25,�AtADDRESS Greenport, NY 11944 = Q F-X IS71N4 k- To a,CN I.au.l 0 OWNER: Ara Khrimian 0 m Arto KhrimianCDAi7c Zabel Khrimian �� p6TA[G TF, 45-2541st Street tl,� oP 9T o C , N.Y. 11104 SBIY.IJSTITEseMhYTO :i/�'%�•�ii���a��`.•rrd/,gra.l-'�';:,�';':. T To rbE Tel # 1-718-937-7660 euiLr o,/ER �( dI W171"-I ,Q EMAI�I /.tJO �TRiJGTIJ R..E SITE: 0.05 Acres �p9 Na Q FbE rz1=v9Cn AREA '� — �kF=TINci R.E�ivl=Ncc CF NE`N tid— SURVEYOR: Anthony W. Lewandowski Z Southold, N.Y. 11971 p — Dated: 12/6/89 License # 33696 N/F ca, in WF OIL NOTES: Public water is available SITE LJIL.LIf.N1S '� - d zEla-ErLPLAN Existing sanitary system Ll B �, 1 to be reused fa s /001P io�zl/9 7 C.IC� RG3�C7ERCP." ¢� FO4J til r.:x.TION, Tn P�'3 O iiu Mov�T,ID Pf+nM ' GR w4 ROW PRo1�ER-TY L.itilE c 12. AI rp-e II de W " 0 EXIST, VIF is'. C" 1 _ 2'0 2_-� IiQ1 O 3' _ 5 � Icn" Sa J0TlJ 2 E O FILLI=P Cn U 6'�x(o"GIvIlJ rjLOGK I ZxCo hI AL-t O W FIL"a-C, Irl/ cow N A6oyl= OaRAPC G11RpE.R l I �' Sur+PORT ---- 3, 2x. 12 yI W Z. Zxlo � t2 TI 4 I _4- I Q 912 P PDv10E--� �Y11I � � Fi � TYPIc.�L ? 71 0 '' 4 p h LI �/IIJG _ _ A 0. \ dh,3 x o - IN 3•M�, 2 Z'Yl" id I 9"s PL,w �_ 8,' TH k < (.� co�tK�T 3 c�c c 51 CD m IJP �, W m w v rcE.MHItJ �TYP) Q '-ti m f—' !n Z� v nI Q Z 0 � � l a L� a l o o l(V" u1 Z 1= - ��. 2x10 o IZ" n CL O V c 7 LNL a_ d w (4 44- e_ ITG 1-J E rel .\SPED ARC, _ XAOu�I I o �5 6 TA( T GqT �� } V N 1 �R 1-C7 LJ h117.�T10 N N TH E2.10 • 12"� � 9; �T9 '/'c 9 OPS f� i_r>IJ rJLiT aIL. S 9 0i I FN 6EE mat IGGT SCO SI r NI, • � 3, z.lo 8 �9 /95 CZI3 I FIRST EXTERLOR FINISHES FLOOR BASEMENT TYPICAL EXTERIOR WALL BASEMENT 2 vinyl siding. Provide comer boards, where required. per 4 -�' 5 0" _ 1 ( 1 C� ExIST v IF 2 x i Muds g 18"O.C. o er boards, plywood sheathing ed. bu'llding p PLAN a TYPICAL ROOF 2 x 8 rafters @ 16" O.C. W/ 1/2" plywood sheathing w/ 30M-oyilding paper and asphalt shingle roofing, 30 year class A Architectural Shingle. I(o-o" ExIsT V.I,F. (ZEv I SED la /2f /97 FASCIA - ix 6 w/gutter. ; r �+ T I-1 ,�•�RAKE - tx egush �I PL/-"" 21 SOFFIT-vinyl solid-with continuous vents ' I u > 1. �„ CORNER BOARDS - 5/4 x 4 GUTTERS - Seamless aluminum gutters -white,,with matching down Spouts tied to subsurface drainage system F W 0 Z Z,� W o ' 5 cA 0i VJ I'i 5 O_ W pof.IlJ6Fb�.1T F- t' � I —_ T 3 trio W to - y t4 --- - z, --- - - y o z s v v ' x " t4 — _ o lz` COF NCP,6'4 --- - �3 , Q 2� 4•"Ve N ( W , 10 IO to 9Trirw 0i.fCa - --- - --- _ c+ QED �Ch, U q /T N M 024b OQr ----- - --- .1 /.LK " y Op l4 FLOOR— -- r�ohl�sr�ovr EXTERIOR FINISHES '� TYPICAL EXTERIOR WALL , ROOF 2 x 6 studs Q 16" O.C. w/ 1/2" plywood sheathing with building paper w/vinyl siding. Provide comer boards, where required. PLAN' ` TYPICAL ROOF 2 x 8 rafters @ 16" O.C. W/1/2" plywood sheathing w/ 30S building .paper and asphalt shingle roofing, 30 year class A Architectural Shingle. R•EV 1 S E.D FASCIA - tx 6 wl gutter. 10'/z 1 / 9 I _ A^ ` I RAKE - 1x 6 gush I �Q F F1.-- SOFFIT -vinyl soffit-with continuous vents L .O C7" CORNER BOARDS-5/4x4 GUTTERS - Seamless aluminum gutters white, with matching down , spouts tied to subsurface drainage systenk, - wfi4 ; r Ad fgLlTTF.iZ EXTERIOR FINISHES ,� - (0 "TYPICAL EXTERIOR WALL Q 2 X 6 studs a IS"O.0 wl . t@" plywood sheathing wl. N a g p 1dnY1 sltlfiry I .. �fov(dBRl�tlb Mei hem - - ) _� — - - --- -- - - - -- TYPICAL ROOF , - - __ — - -� -- - - - rLyG(J _ _ 2 x S rafters, 6"O.C.wl I , _ tl• - - - __TffiL+1G1.--:4T r — -- - - - - - .- _- -- - - - -- — —'---� Alt"P�oof1 sheathing W/ j ngilm ande BDingis roofl �Y96altar class I is '-+... I91 Shingle. _ FASCIk Ix 6 11 7w w RAKE — — - — - - - ' SOFFIT• " -- --�--- ---- ---- - - - - � - - -- --- � -- - - — � � -- --- ------ -----1 '� yinYl soffit-with '.continuous vents. - ' FoU�,JD.e.TIo,J F-+�ISruJy I=C�u Wo..Tioh! GgI�PE t g CORNER BOARDS BCDUTH ELE.V-- SON C �+. ST MI_ � �/ o r IG> tJ P� NEt JA, . �pUTTERS Seamless aluminuMIgutters - ? While,with matching down $ �.TT l c. vEe ITI spouts tied to subsurface iN 5EsT -S6E C+ EWCM I drainage aystem; V - fllMt 4- ------------------------------------------------ S4.4 I-,--- -JQpI TAI s OF NO y _ E - \ _ BUILD WI G - — — — -� ELEVATI0M IDhI_ - - - cele-.�D.E k.acl.*,�"CiNGa :FdI:INI�.TIS9n.l -. R�.`�•t"�E�C � I PLY 6p, 4c.� ts:l9, - L.4'171r-C - _. 31-1?I�-'Y. CaT EFS . �clq�'� � EVAI i� �.sT >= l� �vpTloi`l I I . 171 `� r EXTERIOR TYPICAL ROOF GUTTERS FINISHES 2 x 6 rafters @ 16" O.C. Seamless aluminum -w/ 1/2" Plywood sheathing gutters - w/ 30N building paper and white, with matching down 1 1 TYPICAL EXTERIOR asphalt shingle roofing, 30 spouts bed to subsurface W O ' WALL year class A Architectural drainage system. / , >_ 2 x 6 studs @ 16" O.C;w! Shingle. 2r to R IPGx E. r,:,F A A v 1/2" plywood sheathing w/ building paper w/vinyl SOFFIT CORNER BOARDS 12 6/4 x 4 siding. Provide corner vinyl soffit-with —�4 UJ -6 boards, where required. continuous vents f.9�'HA�..T 9 NIIJCTLE FASCIA - - 2Hlo COLLAFZ TIES CIPZ1 ---- - -, I� Clr-Ir cq O 1x 6 w/gutter. - -- %y" gx7 PL"e l.,loo rz Q L I,4/30# r>LJ LL.o, PAR E:L = RAKE tx 6 gush - 2-4 O 16'' cx-, 20 S6 o L R.a.FTE2b Z O P A,A 12F kALL O W .I ALIJt✓ it-JIIJ" C1LlTTER57 W ATTIG a^ lu # goIJJS'oJTs jWM 91, 7,r12 y 2 >•12 s'TporJ(1 6scK 1/2" PLY L�OoO 6TRONC�IyAGIL 0 , U AIT E lar Tc1.IP� Iz-3D Hlc-,F`I SITY I/'1.1' CyYR FIA NyG(L To PROIif�E 4:; ce1Ll�.I� JOIST H JRgr.^NE 13AT T FHQUL QN - - pp, TyP. ^j Z 'll'"rt'IC*G G L I Ps cAe-t4 2 * 8+ GEII IIJG lolsTb ✓ FLATTER aT a Tin ISE 9PLr.MD WITH S.VJI 9 iJrILED, ao.I �1EcTIoJ LF-v^ 00 E.L ENATION d, " TYPICAL G' Y� x 6EiJf2 oc nisA ��-I - GL08ET Q � J (D ti.J W r p Q �,, 1, — wz '. Z, 10 '10 Ij"o,0. 2 . 10 0 12P 2 10 of m" ,10 0MP = I- 1:. O J ) c' L 1 IZ-19 547T ,IfJSULATION n' D AR(;ryi TAZ T� \\ OF NO O . 3/• " I=LtiWxo L I �/1iJ�, FZOoMfv�Tl-JRoOM ONIL 2>IO ml1" o[ UaE. TE4oS Fo R- RLoOfi� _ �_�jr(p r_c1 SILL -- 2 10 90 IZ" _ BUILDING JOIST SUPP� Fllr Ti�P. P— MALL ' / r OAC, 'T YPICHL R' 19 GATT c�W-�7E- i r' G z� LJL SI�v E Ne�LATION SECTIONS, L-rxIZrIf IG coNa S"^& C>cISTII� Ca cnNCRETE v� � �" -,�k c,�U s:,: � ��<, INTERIOR ' TO Y;EM.o.ItJ POUiJ f�^.T ION TO REI�4IIJ },. J8E sH0T � \ ELEVATIONS ':S. ♦:' w � 1. �� .!. /. � �.� . '�/��`fi ,. ` ) '� ��: �.;; �;Z�. , \.'',, "r >. r' ..,, ���% "v' 9 ICo" � 11_cnorM - r e-I, "ALA / FILLE.l7 W coNC , �f*F�"/E 1�r >ii� %\\ .: Y` . "\ � \. " ', \ � :� y�1 .i 7�.'• . " `" ii i ' � r " \\ t\ \, IJNOI IJ R ST el S1J 6D,Ps.r�EE I / 4r�,,.uE '/� v � \ �/ / ' C4112F7FJt- 6tJ rPOrLT ) , UILt:;� LL, sE.GTI ©T--� rn YY• i:xIsTlNci W Y � FoiJN�Tlor-.I O To R F,t-1,A i NJ r 1 } I coW REi+JFoRc�E� •a ` 3 E+ci3Tiw�c� cot Rif o, R�JLK. rI Fi�D } - �:', PIER- RETS+ Q O p i E.� r 1 LT S � O P-a,Wso rZCED z r_Y__. .1% FxlaTl-Ct r7claTiNG — ,____ Co*JcR O uj �IJLk Eua s i 3 p�Il K+JEt p c, NAili�lC.4 l m A/ Q w LL A�c� X O �GONCRETE Z Fool �J Fb2Tl O N m F Gc IaTI sICT W Z P>ELA W� 'FoUNDwsTiO�l ?O f3E Q' /r >�� � f= aril ©F colJc, f� IEIZ• �' �AUNGti-1 � BTWJcTJ 1 i�P,,o.iG -- - .4,..1z ecc,a. �6 PIs.TE v .4 W FLOOR STIIIJGTREQ\ W/ A"4aiJom- P��.•Ts �.T coy-ice. talo dDIV O,ei- 1! PIED- AS PER cHAPTEfi 4loAqk T N I M£TPL Jo sT i 7 64,&ocq M9-15TOP of �0+-Ick. L.TE pi ESR O l , , 1IaiJNcr-1 ELtvaTIOJ i� 13•D ci• �' C 0, i-4P.VIJc+4 coNpp, G PIE(t5 �• �� J/ NaJ .IcN 7 •o I�EFSJRQ) �Y illi � Gr�ISTI+.l C� SEE PET�ivsr I L - - � .. �. \✓ � coI-IcRE TE � - ---' so 0 Jwd V ENT`+ _ TYPrGa�- I w Z ,,q,� , Ex19TINCT FO i.J�.1OaTi otJ � _ � 'C vT c©f-icFzETE -IA:JNGrI J CD a GSR .wPG To 0'r- REnM vf-�D U cco c J L � vF s o�up of iJC-r.l i3TIJGI roJNP�TIo�.I = Q 0 O � REI✓fo.IN Go+-iGRETF� To R E IrIAInJ p PIER AH`f TACG� JI fl 3stry RGP, R v' 4 30 LINE eF� - - 2a0 ypQ' , .m.JI,jly vJ Q I I FaG E s x F NES I PoRTIoN eF Sa i5TIWC7 - I IaLLTo 3� V Q IJEllaohIGRE7rF- , , FocrrticT =c'J I�iTor � - � � 12"r7G.'LP W/ � � .•_•� m° " „ `j/>:°�' , :,�''. " a Er�T l c`�Int Z F,AC,W I..W,Y TirrapiD ,�c q O •� %••:�` X!x' R�EviSM- D M I r,,'i.J L. L [;L i:,) veAnc.AL RERW RS > o fQ/21 /97 A f30V E D, �'OIJGI2ET� PIEFZ d I.-IAU1Jcr-1 „ } W IL'• O” EXIST. 'V.l,F, __-- Z16 •O„ EXIST, VIP FS o" g'-o° ` Z 3' IS'• /a„ VLF, 3„ I 2t6,� _2,.L.. W Ico"� So+JOT1J?iE 5 Q O p6EP FILLED 6 n!/coticiETE 1�/ Mr/ fn 6"x(o"cn.IIJ r3LocK F1 LISP v.l co INC 'j aCo li.IALL ET7JP9To PSE O W AppyL CaAApC CgiIZPM FULL 1451 gFIT OF SIJ pPOGiT t^I/L, B. IBJ I.JE RE f�B81fbLE QtN-, P Is ,: 12 O O 3, 2�1zfi z z w ILL xLONG. SL_A b U J ..10 If 12" 2 `� d I P 3' 2r E TFRIOR �l7 N OD a "`-- t,AA"rTIGw PANELS — � Q �" i� 'CP P FP Ul H 5 5 a 6 Z .>,oler I-I�I.ICgERS I Z N o_ 6Tt.,AI.0 �' TYPI cr.L Cg W E 4 1-I/' AN Y. I LJ LL STIFFENER g1 t�''� LL LL I_I61Ca1-IT OF Nt L n — LL D7, -N W IIA W m Cdr id; a AlaovC 2 • %i'r9"eT P En ICTrNci " -fit - �y'11> W - 7W r - cc»nt,R�Tt 13Lcx.lc (� XFc^LJI.II'�ATIC7IJ T'o N � WN ' � I .P^� (i IL -- - f 0- -- - – N W a Q U W A fr—Zs-i I1J LTYQ) -411001 W d� _N da1 as 9f 00 n m ! Q JW m \ I u. z low" W 1� eras I �ITcHE1J W 2 ^��' 4 QIL3 -- a p � o p q H v c 11 IIF _ �' •�' s REF ` �I ami Ik 0 N V1iNf ` n 2 .L L F R.nT FSV.P Jld , 'd'I tl � i ED :z ,.10 s14" J 9 ,SEN AaC'y pYlCVIl7E TA(Cgl %2'+ 12° � tr i:.IV 2"/%.9"yfLFL N Q tVU,�S�QPI S �TmO iv.lc+lo R Pio LT 3 -C-�--�`.-- m X16° O.c, TYF. IUu `r� = eA TE r ; i3EUlu�JM i E4 3 it e N V Z 77 -F- /�'�{ „ TNI' 020 �0¢” P, rn yRr,PE td W� SI NI oi�n TY p, `^ X n N see SI - TI�+J 6 �y , zrlo % z.lo �i' /9 /95 Gw124 FIRST EXTERIOR FINISHES FLOOR III TYPICAL EXTERIOR WALL r 'i PLAN 2 x 6 studs @ 16" O.C. w/ 1/2" plywood sheathing with building paper IG-��?" Ex15.7, V,IF• wl vinyl siding. Provide corner boards, where required -4'!e �,,o„ BASEMENT - -- -- TYPICAL ROOF PLAN G- 2" 4" 9'-6" 2 x 8 rafters @ 16" O C. W/ 1/2" plywood sheathing w/ 30x building - —_- - - A-,,.r � PG},� eevisFp paper and asphalt shingle roofing, 30 year class A Architectural Shingle " Ex t 13 v.I.F. FASCIA - ix 6 w/gutter FoiJi-� 71 (f)N PLANA RAKE - ix6flush 7- 112-ST FL00Iz I"fL.4I�I /� � r SOFFIT-vinyl soffit -with continuous vents CORNER BOARDS - 5/4 x 4 GUTTERS - Seamless aluminum gutters-white, with matching down spouts tied to subsurface drainage system. Wo Z ��,. Z1 ICo'- O" W -;:5 ' L I 5 �/♦ (on o W 5 N porJlJSIx�L1T Q r LL 3• Gh1 145 '-' O — Z FK gT P�"1� �— STP<NG�Pr�cK -- dl •r PPrJTfP FULL FLIZ of LJA E %7 FLR LL T - L SEI �T PI.AiJ Q' LL -0 u Of e > W d ---- ---- -- -- I ° i� s N Q F- in sd � 4 I w Z In 19N ~ = r o y - e 1K 10 - __ '/2" GYP 3p ,�EPED qq0 OW SOE9 I.J/ Ir ce �O\�J�pl TA(o yT TF �NO ° ,IOQ - --- — to C, 14s— FLOOR 0o tilsroLlr EXTERIOR FINISHES PLAN & TYPICAL EXTERIOR WALL ROOF 2 x 6 studs @ 16" O.C. w/ 1/2" plywood sheathing with building paper _ — ---- w/vinyl siding. Provide corner boards, where required. PLAN TYPICAL ROOF PrS 2 x 8 rafters @ 16" O.C. W/ 1/2" plywood sheathing w/ 30# building paper and asphalt shingle roofing, 30 year class A Architectural Shingle. FASCIA - 1x 6 w/gutter. RAKE - ix 6 flush IzooF . AIJI_��'T- FLoo� PIAN SOFFIT - vinyl soffit -with continuous vents O" CORNER BOARDS - 5/4 x 4 GUTTERS - Seamless aluminum gutters -white, with matching down spouts tied to subsurface drainage system. I—___ EXTERIOR TYPICAL ROOF GUTTERS FINISHES 2 x 6 rafters C 16" O.C. Seamless aluminum wl 1/2" plywood sheathing gutters - w/ 301E building paper and white, with matching down1 1 _lieTYPICAL EXTERIOR asphalt shingle roofing, 30 spouts tied to subsurface W O WALL year class A Architectural drainage system. / ♦ �' 2 x 6 studs @ 16" O.C.w/ Shingle. 2r to R Ipci E f+jEseNl v 12" plywood sheathing w/ 12 building paper w/vinyl SOFFIT CORNER BOARDS 6/4 z 4 4 N Z siding. Provide corner vinyl soffit-with boards, where required. continuous vents f.6r' �-T a N1Wr LE' W - - -- --- IaooFltict -O FASCIA L_-- 2HCo CO LLA 4Z TIES Q' 32" � Vy" FEAT PLYWoap 1 .0 1x 6 w/gutter. I,J/3o# P�JPAP Ela- � ""' 1Ix6flush Z-4 olW' cxc,KE crg6RO` ri�FTEzb Z V♦ f/) In[,4ARF WALL o W '�LJ*"A+JILJMI CaLlrr ELLS ATTI G -� IL � PoWNSPotJTa F— � Ix STR�IJ(,� ISocK /Z" PLYWOr✓^ O sT(ZONC9EAGK- O ^' P I � ,9, ,' r ly 1 • nJ.,+-ti�:' A_I � � i, tly,. j' {,11. 1 �1P° r I't.� •L �.� �, - F�J � A. /.Ir • /� p;r r W I-11JRIzltr,rl>v cL.IP� � N.A nJ cqGfL To Pf�� PE �J � AT 6.•• JaIST R-30 HICaN rPEI.Ig ITY IIII '/7- �yYP' cEiL I��,,I��,. �o16T N' IIR' EAS II 3ATT +dGJLATIOJ (✓P, TrP, Ea TyPIGVL G4 P9 6�cH FLA PTEIZ aT 06 So JN aIII � t✓LEVATiaN .,. � TYPIc.-+L IIII i 1 wy �.� �jteTLL gTOR�Gi� LOFT t+/4" rw LJ 000 ^uTIFF 6J rR TOP IbVT'rvM III Pi F---(C::)IJO 3/4" PLY�JD SUfi FL.ebR U J w 511 FFE1-IIN "+• a.i0 �G7�(P, 3P, �'rJ } LCPy€ fit . III TY PIGa 1 2x10 o I(o°o,G, 2110 elr " J U W CO, d' d d r � - INSUL.t�TIoN i�� IIII �� ISI w% 01 k rp DP(/a- ) ED�Ccy�T F-xI5TIW b4AL L Ilk \ 7T LJaT Ia.E To N^ (iEPAIN APP I \ J a•. p LL P LL— OP NO / d 3,a+^ PLvw000 L_ I�/INCa 12ooM T 'IJ�1 { t�TI�I�.00M ," \�\' ..k JIM) ) , t.R�ny D ,`i, : r 'l 1 ' it � �? rs I � 't . Mr•i i il� ��- ao I, —. i BUILDING 8L JojS'r SLJPPOP.T -rlrP 2rrp GU SILL y.y 2 10 ® 2 - /2" ,- o,G, O G, TYPICAI- R- t9 t3.�TT GE1aAR LATTK'.E CRAPE WALL / rk < f',, ;>. ' , Gf�'AI.�IL. s�,�•cE IIJSJ�ATION PAI.IE.L SECTfONS, .�,t k., .•% ,� . ,..', r >..r>, �d/"TERMITB SNIELp - -J ><1`>'T INGI coN� sL.o.p �' r�ISTIINU .onJCRET E; PJL.Gti,l.c. 4117-F4K GoW , 5LOGK- INTERIOR FOJ1 1 To 2EM a1N ELEVATIONS �^ N R TIOTo EM'�.IN WALL Flu-01"I 2" TrIK col.lc . •; 9 To GRAPE kEv's.EO l \err�Y' \�� \''� ,,� o- I'� '1,-©n DEEP MIN, W/ G"r lo' cM1,J !� i n�j/�r />' \,� �`��� �i✓/�' �J�% ��/� _�• I FILLED W / ccNc , FrxvE at�AuE / , \ �\ ,� ',, \\/ /IJNPIST LIRF3Eo 6t.J6c p.>^nE /.: ui �a�rJG / i.J � LL. EGTI ©'hl WY 0 -_I G.'•O" Ek 15T V.I F. }- ICo'•O" ExisT, v1F _ W _ O Ico" Sa IOTLl6E. 6 _ FILLED ♦�^ •••+ �/ 6 I�/ooNcfiETE i � O 6"K(o"ch.11.1 15LOG K- FILI-51> �/ co NG 2n�a .JALI- 15T1JPg'70 fb F- O W . SCYL CgAADE egIRDEF- FULL HEly1-IT OF ii.IALL SIJ PPORT W/A. D. WIDE REE rosalPSL.F- D �� Qt v: in- LLI U GONG, SLAB JW J _ M Jij Q ( 2rIV e7 12" _ I fi x GE Rp.b fi la Cl] p — LAT`T1GR PIIJ EI..5 — � P -3 V 3 2i• - P N1oor� I Y� L} 2r12� IK12 0 2 _ -__ -, _ �I OI i •� /SII fj P PpvIOF- W 16 N V '161s" wuyF I Z N TYPI c.KL. - gLJE4 WAI _ - h,19;LL 6TFFEIJEf+- N hm of NJLL NEIL ToF 1..1a �� r v - i o LI �/IJG v tr ta — n > LL nm / oP�N 3, zr10 �I - _ c�y, x X a „f .yWovC 2 - %i'Y9"e P �I, 7 contR�TE Lar 7H IK w d -(3� N _ ' r� F— � r FG+L11Jr�HTla.l Ta N I WN PieIJ f IG - -- _ __ — _ (Lv N' WIa w FZEMANJ TYP W d •- " -m N a1 d W V d fF- ua 9 d I11�Id Q ~ L z U '�, it ~ j �3 L- - -I 3 a ' o � � � F J U OL 211TNw- eche , Jl�fe t4 N ' N R-^T aLAPP✓ J 8roll CLr 2r1Oa b ; g ySSkfD ARC A M F'ItaVIOE. %2ur 1211 k� _ �2,MIo J 2 '/%.9"3rLFL d lJ 4i�� .IQPI TA1d9 T� m 4B" qGTYP, rbEU IZ-C� N U n ,�inrN� o:.-v-t,uE-rE NN4 .9n . rte �ns� Qr 024 pl TH NEW p..6 ,5TL11�3 5 e qTF OF NEN yO .I_,AIz� m yR.a17E W wQ 3. N' 01�. T-1,P. N X DEEsTc1.J 1� Q 2wlo - - - G w 24 1 FIRST EXTERIOR FINISHES FLOOR TYPICAL EXTERIOR WALL PLAN 2 x 6 studs Q 16" O.C. w/ 1/2" plywood sheathing with building paper 4-fa" 5•O" Exi%7 yip. wt vinyl siding. Provide corner boards, where required. BASEMENT PLAN TYPICAL ROOF 2 x 8 rafters Q 16" O.C. W/ 1/2" plywood sheathing w/30N puilding paper and asphalt shingle roofing, 30 year class A Architectural Shingle. i/2S/9S Ex,9T V.LF, / �� FASCIA - Ix 6 w/gutter �) RAKE - Ix 6 Bush FoiJNr��T I c^�N PL�i-l ^ x112-ST FL00IV- PL4I.I � SOFFIT-vinyl soffit-with continuous vents I CORNER BOARDS - 5/4 x 4 GUTTERS - Seamless aluminum gutters -white, with matching down spouts tied to subsurface drainage system, �1If `iA 9 W L'Wass Ii 5 SI.011 $ oN norJt.lePo�JT 5 O "*^ • ov j 14 S 19 9 a 1 — --- O S \ '►>! rig �`; �G A ' ZA _ I -Pc3T raw— _._ _ Yo Ppnl�`YP _ — Lo j I - -- - ---- u: WALL. 67417FNEMS s' FUk:i.'HEIyL-17or 1..N4L_ . ---- N sHE� F A 3 LL' -- - u611 1 10 Uj — s m IU 1P lr � �^. ! -- _ lV 1 ,n N U ---- 9iGy - -Tia il+7-iG} " . STALR- ----- -- -- - W/ '/2" 6,-YP PSP C2, - \y.�EPE�AAgCy/� , ..{ N � � h - At =� 0' 02409 ---- , Op Nee 3, ario •I, aw 14r FLOOR �hNsrx �r EXTI:066R FINISHES . MA N; TYPICAL EXTERIOR WALL \ 2 x II studs a 16" O.C. W/ 112" plywood Sheathing Wfth building paper -� -p ,ROOF 'F w/vinyl siding. Provide comer bomds,•whererequired. PLANp, x �y I(p�0" F,V.1, TYPICAL ROOF REvi3,E0"` 2 x 6 rafters®,16" O.C. W/ 1/2"plywodd'sheathing W/31:0 building paper and asphalt shingle roofing, 30 year Wass A Architectural Shingle. - FASCIA - lx 6 W/gutter. �I ^ RAKE 1x 6flush _ I tom- rQQ r L- A SOFFIT vinL-yl soffit-with continuous vepts OFT r LQ(:::)r2`' PL �j CORNER BOARDS'-5/4x1 - y I/4° ' I'• On .i GUTTERS-Searnless elurnimmgutiers 4wmte,with matching:down spqule tied to Sulxlurlaae dralnape syetert hl, 71 , EXTERIOR TYPICAL ROOF GUTTERS FINISHES 2 x 8 rafters @ 16" O.C. Seamless aluminum w/ 1/2" plywood sheathing gutters - w/ 308 building paper and white, with matching down TYPICAL EXTERIOR asphalt shingle roofing, 30 spouts tied to subsurface WALL year class A Architectural drainage system. WO _ 2 x 8 studs @18" O.C;w/ Shingle. to R IDcx E fbEAwl ♦ .♦ 1/2" plywood sheathing w/ CORNER BOARDS v building paper w/vinyl SOFFIT 12 8/4 x 4 siding. Provide corner vinyl soffit- with 4 boards, where required. continuous vents A61'WALT 91-JIL14 LE Z FASCIA - - I�oF1'Jy W v 1x 6w/gutter. f___ 2•�lc GOLLAR TIES a> 321' -_1 O /a PAT PL-e "JOOP Q RAKE 4/3O 5!" I71J LLA, PAID E:RL Ix 6 flush 2>4 0 16" O,�-, 2+g 120OF co n�JARF 'BALL 0 16" O,G, Z ��I G -� In ALIJYIIN I6J1✓I GIJTT�.RS Q W 3. 2r12 7 POI..��ISPOI-JT9 a w STRONG DKK i/2" PLYI..IOOP STRtlIJC�gAGI� � � It- O �'�J ' I J� � � �ii-t'; , 4ir ' � ��; + 4 �G . '�' 1 'l t ��� 6 �.ti �� �" � I ,�i�� � W f^. � , .^. '. AT rcA. SOI ST R-30 WIG" VEQ5ITY IIII Vy" e4p, I-IA.NyGfL To PW7J'II7E t.,, Q BATT hNCI.ILATIONn,'..MP.� ce�Ll ,Io16T WNFr+Ic^NE �;,, — PA. TYPICAL GLIPs EAcrl Rl+FTER AT II1 $CAIP - �LEVATION 06 III T`f P i o IALL- 5/k" r YlJoor� S'76Rve5,<�ql=. LOFT 1' TOP q. lbdrrv„� �2.a-voNrzE ~ F— v I 3/4" ?LYbJ D SLJf-iF1-c'oR � (� p) T �iFFEaiu.ly 3. a.io GIMP, i3P. r V LLIf,N Lct74E TY PIcaE... ^v •q f— c[) >: � Z 6° _ J () n IIII R-19 STT -IW5U LAT 10 W li 2r4 m1 �". W/ GYP PSP 'h ') ,H ��EpED ARCyi P TA(i? EX13TI11JJG� \ STP-UaTI.]RE To REMAIN APP d -- REQW1zEo ., -ti �� �� •,�. � T,y N°. 02463 OQ' N °J'¢r10 snn 1 t� N �" t- then II' �i, 4e1. .A [a .' r+ fit' ..) ,. F %`� 14'- qtr+ • `.t. -R;; ! f r ,f, t '. BUILDING & __ .IOIST 5urpor'tT 'T,�� �-2>ro c�.�p,BILL l.,l/ 2.10 do 12' p•- 19 9ATT GC>7AR LATTICE WALL .4S° o,G, O G, -TYPICA4- � /. `'Y < ?`{' r:, wTikrRN11TC SNII✓LIO , Gfz" I'L SPAGF IIJBUCATION PANEL G-tRAnE SECTIONS, xISTING cOJG sLA6 C�c18Tll. Cq cONcRETE EaLQC1L 411Ti.4W- alc, 5L-ori " .' ; , INTERIOR TO REMAIN FOIJ1Jf�TION .♦•4 To I�Eh1N "LALL G FROM 6LAPP, '� ELEVATIONS h-�.T 6L.A6 TO GRAPE �az"`��`�' �9 FILLE.CJEWP/ COnICw/�PXwE dim oE >� a -y/�� LJ '' % / / �IJNDIS-rLJFZFbE0 GWEW +'" aRDE C ItiRPI-=R- 6U1'POfZT ) ;� / F-G-T ©ISI ' /2 - I' _ o" W r � of pqi G��rc l-1 u'r �o Z W SII FI � � O JULKI"' �[J _I VJ _o W Qw © O o' ° Z Z LU GJ ING , LNf*LIC �r 7 Ex I STIi.!C� GO NGRE"�C • • 4 SL�Ib 8" Th•I1� �'NG � � • fbl-oolc5 U T J w • veN ro p y rax _ n --- Q — • r Z #4 RElbAlaS CID m oil 0":" EX 15rIII N4to 21-01110,c� J V c 4' LC�NCT coNc, paLY4• q•'-d" LONC� - _; � �r 't � Fo1JNo�.tSotil O • all Ta-11� • mr.�FzETE FILLGI� t, _ -Q U' �• WDI f;J 5 �'R FOUNowrie) xl V E1.1Ts _ y y,�EPED q,9C • • �c'; oPNL TAI, r • • IJ -jOISTIJrzibEp - �c � T, sd>I L. t • GC�1V G, Rb In FOLINCJA•I'i0N • T � 0 RN r Z./ 29 /9G �xISTIIJGq a� L FOOTIIJU �,o_' =orJ1JP.�TIeal•.l Li °•a �, l,U s�. 1�,5 %/ i S E.GT I fnl yG Z4rl ��i�? r:o1.JtilI��Tlol�l ' aL_� ,� � �cTltt�til 'frirz.0 FoIJ1..�t�A1"lor�l G' ,�pu Ii_Gii k2.11 li _ amu