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HomeMy WebLinkAbout38045-Z Town of Southold Annex 3/24/2014 e ar." P.O.Box 1179 54375 Main Road o • Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36816 Date: 3/24/2014 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 39550 Route 25, Orient, SCTM#: 473889 Sec/Block/Lot: 15.-8-26.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/6/2013 pursuant to which Building Permit No. 38045 dated 5/22/2013 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: alteration to an existing accessory unheated storage buildingas applied for. The certificate is issued to Ball,Barry&Vanzee,Kimberly (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38045 2/7/14 PLUMBERS CERTIFICATION DATED A o ' ed S' ature TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38045 Date: 5/22/2013 Permission is hereby granted to: Ball, Barry & Vanzee, Kimberly 303 E 60Th St New York, NY 10022 To: alter an accessory unheated garage/storage building per FEMA requirements; flood permit included At premises located at: 39550 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 15.-8-26.8 Pursuant to application dated 5/6/2013 and approved by the Building Inspector. To expire on 11/21/2014. Fees: Flood Penn it $100.00 CO -ACCESSORY BUILDING $50.00 ACCESSORY $781.00 Total: $931.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1902 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Dat New Construction: Old or Pre-existing Building: (check one) Location of Property: 2S ����2 i�� �!� , ®1214_5ti House No. Street Hamlet Owner or Owners of Property: Z. iepe`r Suffolk County Tax Map No 1000, Section 15 Block Lot,2,X:,,7 20L; Subdivision Filed Map. ''Lot: Permit No. Date of Permit. Applicant: Talid 40jQ( Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: 74(check one) Fee Submitted: $ Applicant Signature SO!/j�,ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 flya0� roper.riche rt(a�town.south old.ny.us cOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Barry&Kim Ball Address: 39550 Rt 25 (525 Cedar Birch Road) City: Orient St: NY Zip: 11957 Building Permit#: 38045 Section: 15 Block: 8 Lot: 26.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Doroski Electric Inc License No: 2941-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: BARN Notes: Inspector Signature: Date: Feb 7 2014 81-Cert Electrical Compliance Form.xls 3 R-1 hoOE SO(/T�o� ,J 'roulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [Vr FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE `` INSPECTOR i of SOpT�o o�ycOU ,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1ST [ ] ROUGH.PLBG. [ ] UNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: ` .. ice. d- G DATE INSPECTOR of SOUryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING /STRAPPING [ • FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1117 DATE INSPECTOR *pF SO(/Py�lo cOUM`1,� (fit+ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE LL' l INSPECTOR FMLD Il�TSPE 4N REPORT DATE COMMENTS FOUNDATION(1ST) -� FOUNDATION(AND) w t C U� ROUGH FRAMING& G y PLUMBING INSUL•ATION PER N.Y. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS G i C- . W p l z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT •'Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 - _ survey SoutholdTown.NorthFork.net PERMIT NO. � Check Septic Form C �� ----; N.Y.S.D.E.C. �J. Trustees t Flood Permit Examined 2015- i .. Storm-Water Assessment Form - MAY _ 6 2013 ontact: , Approved ��/20 Mail to:� BLDG.DEPT. Disapproved a/c p;f SOLTHOLD- - / TOU0;.0I.SQUi!f'JLD Phone: 472 Expiration 20 L Building Inspector -APPLICATION FOR BUILDING PERMIT Date APPU612 20!3 INSTRUCTIONS a. This application MUST be completely.filled in by typewriter or in ink and submitted to the Building.Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. 41 c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shAll be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every.Building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the-interim,the Building Inspector may authorize,in writing,the extension of the permit for an. addition_six months. Thereafter,a new.permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant.to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,.or alterations or for removal or.demolition as,herein described. The applicant agrees to comply with all applicable.laws,ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,atchitect, engineer,general contractor,electrician;plumber or builder l�Gll1 ( Name of owner of premises ��r,2 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No: Other Trade's License No. 1. Location of land on which proposed work will be done: �520 I3IP_C6e L1�-tt>y 07 House Number Street Hamlet County Tax Map No..1000, Section 5 Block © 9 Lot,.2l 2. State existing use.and occupancy of premises and intended use and occupancy of proposed construction:' a.. Existing-use.and:occupancy b. Intended use and occupancy, i2-4�==5 C, Z' }lG 3. Nature of work.(check which'applicable);New Building Addition Alteration Repair Removal ' . Demolition Other Work A.)draf 7Z?ljW,Dl�7-e-e 1 (Description) 4. Estimated Cost. . ,b.D 7 Fee`4 ;ti p ' (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars'' 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 664!!t Rear epth 2 " ' Height CA !�g Number of Stories.. . Dimensions of same structure with alterations or additions_: Front Rear - Depth � - Height`' l503�' ' Number'of Stories 8. Dimensions of entire new construction: Front % Rear _ _ Depth - Height Number of Stories" + 9. Size of'lot:Front- g'2. f`f Rear 59.0 ) ; Depth:,'.'/ :?�� 10. Date of Purchase" `Name of Former Owner' - 11. Zone or use district'i which"premises are,situated. ZC_P ' 12. Does proposed construction.violate.any zoning law,ordinance or regulations YES ' 'NO Z t ` 13. Will lot:be-re-graded?YES. NO_ _ Will excess fill be removed from premises?YES •/,.- NO 14.Names of Owner of—premises, d710k.Oall:Address Name of Architect jk l Address �O / ` Phone No.4— '-¢7� l Name of Contractor 0944 c s Address.i 3.&_U /*je F Ph6n- No.G 3!�-47-7�4-=�3 15 a. Is this property wiiffi l0O'feet of a tidal'wetland or a freshwaterwetland? *YES NO ` * IF YES;SOUTHOLD'TOWN TRUSTEES 8 `D.E.0 PERMITSY$E REQUIRED: ' '`:` b. Is this property within 300 feet of a tidal wetland? * YES'` �/" NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.'If elevation at ariy..poiiit or .property is at 10-feet or below,must provide topographical data on survey. 18.Are there,any coyenants and restrictions,with respect:to,this;property * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S1& . .. . --.f. being duly sworn,deposes'and say§'that(s)he is the applicant CON(Name of individual signing contract)above named, - - - ;FubIilE D. a BUNCH Rlotary;Public;.State ot,iVew;,York.-. (S)He is the uaiiFi n1 in fag olk Coun. (Contractor,Agent,Corporate Officer,.etc.). Commission Explires A ril 94 2.' of said owner or owners,and is duly authorized to perform or have performed the said work and to make and.file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the.work will,be:;'; performed in the manner set forth in the application filed therewith. Sworn to before me this j �FGt day-of ... .....- 20 Nntary Pnhlir.` r� CirnafiirP of Ariiilirant'" Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION; (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contactor or Other(Circle Ore) Property OWNER(If Different than Applicant) C- Address: po;ks 3/6 Addrsss',626 -6Aa� 'i 41��-iee, Telephona* . y_// Faxtkk/ / Telephonetk FeaX* E-Malft Property Ad �r / Brief Desaci&n Conehudion Achnt9,1P► posed Sk=nai BMPa,Soil Stabafixatton BWs,Project Scope and/or Sequence of Construction Activity s.C.T.M.tt: 1000 JS f3 21�.7 —6ft 2 6;R__ abet l.e! (PMVb0Addlbml Pagn Be Needed) Name ofConbectorand/orCc Inds ars Raspons111rimpleenanfetionofEWPPP: __-___-__--___.__._____.___ ___._______.__.- / Address: Jjq'da tic- I Tale � Fmrrk J•'-,i_-�__..`_..�_/------ y'liJc�iyr�l, Coil,L1� Name of Persons Responsible for Installation&Mafntimence of Erosion CEW Practice: c[ u -------------------- dresa: -------------------------------------^------- Telephonem Faxes --------------------------_-__--_--_---_--__ E-Nall. -7 -------------------------------------------- Total Area ofAll I Total Area of Landaea�tg / G.D .-- --------------------------------. _-___ Project Parcels., J�G and/or Ground Dlatubance; ! v (ah Mcm) I (SR.IAo ) Project Duration: -..- Start End --- _______________________________________ (Anticipated) D °a:a G, (5 !� Data:��16 1'.3 -------------------------------------------- (raenemacmmm�.onl Will this Project Disturbs live(S)or More Acres at 0 Any One Time During the Proposed Development T Yes co If YES:Plows Answer theFoltowingi ------------------_____---.---____-------__-- a. Does the Applicant have a Qual(fied inspector On erif � Q S To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site 0 �] List the NAMES or description of all Potentially Impacted Watorbodles and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary and/or Permanent Soil Stabalizatfon Measures? Yes No ----_--------------------..__--.----------------- d. Does the SWPPP Adequately Identity a Complete ----_ ____...----------- I------------------------ Project Phasing Plan?. Yes No states of Impacted watertwdy:(eg.TMDL,X3(d)IJsted knpalred-) e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Imps Waterbodr.(eq.Lane,creek.say.Pond,sound,Freshwater Wetland.„) Of Intent and SWPPP Acceptance Form for Review �] by the Town of Southold? Yes No SPATE.OF NF,W YORY, _COUNTT Oj�F� .........SS .�r.G.� !,�... �6it./...........being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of IndM&ml signing Doasnen) 6 Andthat he/she is the .. `4 ............................................................................................................................... (Owner.Contractor,Agent,corporate Otece,eta) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are(rue to the best of his knowledge and belief and that the work will be performed in the manner set forth in the application filed h tl}. Sworn to before, me this- ,,AA 000 ....................... .. ................day of..::�"J�Y._..............-..,�.13 1 NotaryPublic: ........................................................................................ ... ......... .............................................. (519rrataroof AppticaM) pF SO�ry�� Town Hall Annex J Telephone (631)765-1802 54375 Main Road 631)765- 50 P.O.Box 1179 G • rota®r.richertCa'�orivn.sout�io�d.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: o�o�K� ��w�,l, A 0_ i Date: I Company Name: "�)6v 5V G Name: C�a- o•raskt License No.: 29 yk_ E Address: a o, �ox 7 8 C•s�a s.s�. ►� Phone No.: JOBSITE INFORMATION: (*Indicates required1h'eh atlon) *Names, *AddressS t cr *Cross Street 0►S t_ F�,�,Y �-coc.�.�,►,� t� 2� *Phone No _s Permit No., SID LfS Tax Map District: 1000 e Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �,,� ; � Sill-2"- (Please Circle All That Apply) *Is job ready for inspection: �f NO Eou:gh:�l Final *Do::you need a Temp Certificate: YES / NO Tomp Information If needed *Service Size: 1-Phase 3Phase - - 100 950 200 300• _- 350- 400.-._ Other__ .: *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT"DUE "WITI APPLICATION I 82-Request for Inspection Form PECONIC SURVEYORS, P.C. P.O.Box 909 1230 TRAVELER STREET Soumow,N.Y. 11971 631-765-5020•Fax 631-765-1797 John T.Metzger,L.S. May 2,2013 Frank Uellendahl Architect PO Box 316 Greenport,NY 11944 Dear Mr.Uellendahl; Per our findings at 525 Cedar Birch Road,Orient,NY 11957,Suffolk County Tax Map #1000-15-08-26.7/26.8,the elevation of the concrete floor of the existing barn is el.5.03 with an average outside grade of el 4.8.The barn is in FEMA Flood Zone AE 6 as shown on-Firm 36103C0088H. Thank you ,��oF N� ,1ME John T.Metzger Peconic Surveyors PC M�496•$ SOUry�l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 INC Southold,NY 11971-0959 I'DUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD+ I January 7, 2014 Barry Ball 303 E 60" St New York, NY 10022 Re: 39550 Route 25, Orient TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: **Note: I have enclosed a copy of a letter from the surveyor which will need to be updated or we will need a final elevation certificate Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 38045 — Unheated Garage/Storage Building APPLICATION PAGE 1 of 4 TOWN OF SOUTHOLD 1'LOODPLAIN DEVELOPMENT PDRMIT APPLICATION This form is to be filled out in duplicate. ,SECTION I• GENERAL PROVISIONS (APPLICANT to read and sitrn)- L. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If rcvokrA all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requircmcnts. 7. Applicant hereby gives consent to t _ Lfbcal Administrator.or his/her representative to make rcasouable inspections required to verify com 8. I,THE APPLICANT, CERTIFY ; L STA MENTS HEREIN AND LN ATTACHMENTS TO _ THIS APPLICATION ARE,TO O KNOWLEDGE, TRUE AND ACCURATE. (APPLICANT'S SIGNATURE) DATE� t U / SECTION 2: PROPOSED DEVEL.OPM o be com Ictcd by APPLICAN NAME ADDRESS 4—n —,?6,`2ATELEPHONE AT P L!CAMP BUILDER ENGINEER PROJECT LOCATION: To avoid delay in proocssing the application, ptease provide enough informalio❑ to easily idcatify the project location- Provide the street address, lot ❑umber or Icgal description (attach) and, outside urban areas, the dimaocc to the nearest intersecting road or well-known.Landmark. A sketch a((achcd to this application showing the project location would be helpful. c-t-;gg e- (i�->t-Izci�l V 0 t�l?t l_OC to'--( L 1-QEB-::k �cr W�lam- !'r-�-2�� 5 D FT LI)r--C..,T Cr- M I L:lOt" ✓tom � 12k I�t,TCQ1 IBC l 9 o c W a�t t rF r eo6s scpov FDP(93) A A.PPLICAT)ON' PAGE 2OFd DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure Residential (I 4 Family) j ❑ Addition O Residential (More, than 4 Family) Alteration ❑ Noo-residential (Floodproofwg? O Yes) ❑ Relocation O Combined Use (Residential & Commcraal) O DemdGtioo• ' P O Manufactured (Mobile) Home (In Manu- Replacement factured Home Park?- O Yes), V0V110 vIOT(ON ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage. Improvements (Including Culvert Work). O Road, Strcct or Bridge Construction O Subdivision (New or Expausioo) O Individual Water or Scwcr System O Other (Please Specify) R,'V L f?P-tLI`7W ��L GI✓—MCIU� f�` �� ��j��� After completing SECTION 2, APPLICANT should submit form to Local Administrator for rc cw. SECTION 3- FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhtIMSTRATOk) The proposed developmcut is located on FIRM Panel No. . Dated The Proposed Development ❑ Is LIQS located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED)- O Is located in a Special Flood Hazard Area. FIRM zone dcsigoalion is IQO-Year flood cicvation at the site is:' - Ft. NGVD (MSL) O Uaavadablc ❑ Tbc proposed development is located io a noodway. FB FM P a.ncl No. Datcd ❑ Scc Scction 4 for additional iostructioos. i SIGNED DATE I • I i U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY I OMB No. 1660-0008 National Flood Insurance Progrmn Important: Read the instructions on pages 1-9. Expiration Date:July 31, 2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name MR. BARRY BALL Policy Number: A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number: 525 CEDAR BIRCH ROAD City ORIENT State NY ZIP Code 11957 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) 1000-15-08-26.8 A4. Building Use(e.g., Residential,Non-Residential,Addition,Accessory,etc.)ACCESSORY A5. Latitude/Longitude:Lat.41DEG 09MIN 08.9SEC Long.72DEG 14MIN 51.6SEC Horizontal Datum: ❑ NAD 1927 E NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number BB=1 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1704 sq ft a) Square footage of attached garage sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 9 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 639 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? E Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3.State SOUTHOLD,TOWN OF SUFFOLK NEW YORK B4.Map/Panel Number B5.Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9.Base Flood Elevation(s)(Zone 63103C0088 H Effective/Revised Date Zone(s) AO, use base flood depth) 09/25/2009 AE EL 6 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile E FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑NGVD 1929 E NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes E No Designation Date: ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* E Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 ❑Ot er/Sources--- Datum used for building elevations must be the same as that used for the BFE. �� Check t elmeas�rement rr'd a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 5.1 E feet ❑meters b)Top of the next higher floor __ ❑�i I f et ersn 4 2��4 c) Bottom of the lowest horizontal structural member N Zones only) of e4 i ersL d)Attached garage(top of slab) feet ❑meters --� e) Lowest elevation of machinery or equipment servicing the building __ feet meters- (Describe type of equipment and location in Comments) b[.UG. DEPT. T lP!N OF SOUTHOLD 0 Lowest adjacent(finished)grade next to building(LAG) 4.6 tom-meters g) Highest adjacent(finished)grade next to building(HAG) 5.1 E feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support ❑feet ❑meters SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information./certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. E Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 9CS Pr en\ a" ❑ Check here if attachments. licensed land surveyor? E Yes ❑ No r is rrIi 's>Yt 'I <� Certifier's Name JOHN T METZGER License Number 49618 Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS Address 12 WELER STREET City SOUTHOLD State NY ZIP Code 11971 v 1Vo• Signature, Date 03/05/2014 Telephone 631765-5020 ��/�►�N5'S� FEMA Form 086-0-33 (7112) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE . Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 525 CEDAR BIRCH ROAD City ORIENT State NY ZIP Code 11957 Company NAIC Number: SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Signature / Date 03/05/2014 SECTION E—BUILDING ELEVAWA INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B, and C. For Items E1—E4, use natural grade,if available.Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑ below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. „ xr Policy Number NMI t - ..JY— t - - Q^s .. pw• 1315 • � s�+r T�� fu-�Y .. '.�.{.{ � jai` - '+� ^- '-� ,� t,a„^a.-*�...°�s."e.;y,,,�•t�''^'�`a Y �t s^-...�"�',rr,G g�r�EE� , _ � W0512OW10:05am skN.PIT r �t Y”Y"fCC�� �.��i� � -y�._._r W ? 11.' 143�O •I J, , W2005 12"00 am �•`� •� im TROOMM9 jj Iljjllll ••- •. of ice..Y'935 I' 77 'Y.,'4 _ � t.4�..,1 ,�,�r"`^'^+.-....+✓wY c4X ;� � .^�Imo' � �" ��' 1r _ ^- '03105l2a14 10:02 am:,. • • `•• - • • ` • - • • •• • • • '• - • C• • '• M&O ME • • • - • • •• -• • - • - -• • • •- - -•• • • • •• _• •- • •- M 01/01/2005 12:01 am r T +• R+Iu' Y.a44 F- AiE` • tea-,�'- -._ 4 ,S �.w'^Lr �� t +,.w s.,., - .-.� , Insulated FLOOD VENT - Model: 40 How it works: Flood Protection:The FLOOD VENT door is latched closed until floodwater enters.Entering floodwater lifts the patented internal floats which unlatches and rotates the door open.This allows the floodwater to automatically enter and exit through the frame opening,relieving the pressure from your foundation. e p' Model#: 1540-520 2"x 15'/4" Installation Type: :Masonry Wall Style: Insulated Dimensions: 16"x 8" Rough Opening: 16%"x 8Ya"(one block,or CMU) , e; Finish: Stainless Steel(Standard) • ` �. D Available Powder Coat Colors For Special Order: Use Fewer Vents Preserve the aesthetic beauty of a home by requiring 2/3 fewer vents.Each SMART VENT°protects 200 sq/ft of enclosed area vs.60 sq/ft for non-compliant vents. White Wheat Gray Black Stainless(standard) Before Optional Accessories: After Fire Damper,Interior Trim Flange&Inner Sleeve,Rain Shield � ( s Y Other Models Available: SMART VENT°Dual Function Ventilat- ing Flood Vent,Overhead Garage Door Model,Stacked and Quad �-pv. Configurations,Models for Wood Studded Wall Applications and Pour in Place Buck Systems. There's more online at www.smartvent.com Dealer Locator,Installer Locator,Cad Drawings,Installation Instructions,Technical Specifications,Frequently Asked How does one of your vents Questions,Videos,Testimonials,Resource Library Database, provide so much coverage? Insurance Forms. You may have heard that FEMA requires that flood openings provide one square inch of opening per one square foot of enclosed area,referring to dimensions bile t7c7r�fii t{trua� aSf1 , of the opening in proportion to the space to be vented. W61,_fir.; This is only partially correct.FEMAs regulations and guidelines do state that a non-engineered flood vent solution must(among other requirements)provide one square inch of opening per square foot of enclosed area to be vented.However,all SMART VENT® products are ICC-ES certified engineered openings. t' They have been designed,engineered,tested,rated, and certified to provide flood relief so efficiently that only one unit is needed for 200.square feet of enclosed Rapidly rising floodwater can put extreme pressure on the foundation walls area.Itwould be our pleasure to contact your code causing improperly vented structures to buckle and collapse. SMART VENTS° official,surveyor,or insurance agent if they require quickly and efficiently equalize the pressure and minimize damage. more information. www.smartvent.com•877-441-8368 12-4) 12'-0" �s PROPOSED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — BARN FOUNDATION F- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DROP FOUNDATION WALL FOR -FEMA COMPLIANT FOUNDATION FLOOD VENT, 16"x8", MODEL C 3/8" DEEP HEAVY DUTY ALUMINUM FRAME WITH MOUNTING TABS, NO FINISH E BALL SID''C' ­­- ....... RE I Li 1 L ulj C� APPROVED AS NOTED ORIENT, NY 525 CEDAR BIRCH RD C-4 DATE- -3 B.P. #3 30 Ys+ ...... EEE:_ BY i"',CT I F4 CP-BUILDING DEPARTMENT ARCHITECT -1802 8 AM TO 4 P-M, FOR 111 1 1. FOLLOWINGFOUNDATION-INSP TWO REQUIREDI ECTIONS: FRANK LIELLENDAHL P.O.BOX 316 I GREENPORT, NY 11944 F g POURED CONCRETE 1 1 TEL: 631-477 8624 DROP FOUNDATION WALL 4 CONCRETE SLAB 2. RGS31­1-FRAMING PLU!'el"ING. " STRAPPING ELECTRICAl & CAUL0 I 3. INSULATION OWNER _=� /&FINA-- CONSTRUC-rION & ELECTRI� zBARRY BALL L- — — — — — — — — — — — — fvIus"',-BEE COMPLETE FOR C 0 525 CEDAR BIRCH ROAD 'ACLICO STRUCTION SHALL 'AFET THE ORIENT, NY 11957 REOLCEMENTS OF THE CO' ES OF NL 1 —IFL 88�-888 8888 YORK�;_ATE. NOT RcESPr__),N`S:.r''._E FOR RED DESIGN OR CONSTRUCTION ERRORS". UE4 *TAIN STORM WIT CONC. APRON ER RUN PURSUANT TO CHAPTER 236 NJ 4'-8" 8,-11 4'-1 1 47'-2" T!IE TOWN CODE. 1 V-711 17'- 0 10" 66'-4" 17.. `IQ A TF7 f_y i t-1 ,_; —PROPOSM FOUNDATION PLAN FOUNDATION NOTES fLl t oc- C) -94 STRENGTH = 3000 PSI AT 28 DAY ASTM C INSTALLATION OF FLOW—THRU VENTS 0 Ur i A i'Nlj READY MIX CONCRETE. ELI ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON ACCORDING TO THE TOWN OF SOUTHOLD'S CODE INVECT00k,' ni- EQ09PFE0 �i! Ek UNDISTURBED SOIL. §148-16-B (3o) THE FOLLOWING SHALL APPLY: ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. SUBSTANTIAL IMPROVEMENTS TO STRUCTURES IN FEMA RESTORATION OF A HISTORIC BARN STRUCTURE TO BE USED AS STORAGE BUILDING ID FLOOD ZONE A WHICH INCLUDES ZONE AE-6 SHALL CONSTRUCTION PROCESS: FOUNDATION HAVE A MINIMUM OF TWO OPENINGS HAVING A TOTAL A HOUSE MOVER WILL THREAD STEEL BEAMS UNDER THE WOOD FRAME STRUCTURE CD C-3 NET AREA OF NOT LESS THAN ONE SQUARE INCH FOR AND LIFT IT UP ABOUT 3 FEET. cm 5/8" X 12" ANCHOR BOLTS @ 4'-0' O.C. EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO THE EXISTING AGING AND PARTIALLY DETERIORATING LOCUST POST FOOTINGS WILL 8" POURED CONCRETE FOUNDATION WALL ON FLOODING. BE REMOVED. w 1'-4" X 8" POURED CONC. FOOTING W/ KEYWAY THE PROPOSED OPEN AREA EXCEED BY FAR THE A NEW CONTINUOUS CONCRETE FOUNDATION WALL AND FOOTING WILL BE INSTALLED 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING REQUIRED 1,702 SQUARE INCHES SINCE 65% OF THE ALONG WITH SONOTUBE FOOTINGS LOCATED UNDER THE BARN POSTS. .'4 P SILL SEAL & TERMITE SHIELD FRONT SIDE OF THE BARN REMAINS FULLY OPEN. THE STRUCTURE WILL BE LOWERED ONTO THE NEW SILLS AND BE ANCHORED WITH C2 THE APPROPRIATE STRAPS, ANCHORS AND POST BASES. DATE: 04/12/2013 APRON / CONIC. SLAB: THE EXISTING CEDAR ROOF SHINGLES WILL BE REPLACED WITH A NEW METAL ROOF. ' SCALE: 3/16" = l'-O" 4" THICK POURED CONCRETE SLAB WITH 6X6 10/10 WWM OVER SUB BASE GRAVEL (RCA) AND COMPACTED FILL BUILDING PERMIT APPLICATION FOUNDATION PLAN DWG. NAME C=l CD Lf A-1 DWG. NO N I I I I I I I I I I I I I I I I w PROPOSED I I I I I I I I I I I I I I I I I •s ; 6X61 POST;(TYP.)I 1 ; ; FLOOD kNT ; ; ; ; ; ; 1 I I I ; ; FLOOD VENT ; ; ; ; ; L' BARN FOUNDATION I t " t tt l I I I I I I I I I I I I I I I I I I I I I I I I I I �o 2-Q 2-0 I I I I I I I I I I I I I 1 � I I I I I � I I I I I I I I I C-4 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I -- I I 06 f OF RAFTERS @ 24" O.0 I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I 1 � I --i I I I I I +- —I i— —i I---- t—(2)2X10 ;GIRDE I; STORAGE\ OFT A30VE /� I I STORAGE SOFT ABOVE ; /; I z ❑BALL I N I 0,.C. r 1 r►1 r I I 2X6 f R. @124 O.C. ;�(�J:JL:::` i. I I I I' I I I I I I I I I I I I I I I I I I I I I I I I I I I N ` v o I I W i i_ i �ii L I I I I I I I I I I CN '2X6 COLLAR: TIES 48":O.C� I^\I I I I I I I I ORIEI VT NY I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I W p � 1525 CEDAR BIRCH RD I I '8 RIDGE BEAM w I I 2X I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I O I I I I I I I I I I I ' ` 1 ryI 7\ I ,\ r I' I' r zO ARCHITECT I\ I I I I I I I I Y I\ I I I I I I I o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ISKYLIGHTI I / I ISKYLIGHTI I \ I I I I I ISKYLIGHTI I ; I; I / ; ISKYLIGHTI I \ I . I I I ISKYLIGHTI I ; I o m FRANK UELLENDAHL I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o P,O.BOX 316 GREENPORT, NY 11944 I I I I J I I I I I I L J I I I I I L J I I I I I L -i I I I I I L J �- I I \ I I I T I I I 22 TEL: 631-477 8624 I t —I 4— t- GARAGE DOOR I I I J OWNER I I I I I I I I � I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I p I I I I I I I I I I I I I I I I I I BARRY BALL O I I I I I I I I I I I I 1 I I I I I I I I 1 O 525 CEDAR BIRCH ROAD I I I I I 1 I I I I I I I I I I I I I I I I I I ORIENT, NY 11957 TEL: 888-888 8888 CONC. APRON 161 CONC 1 APRON CONCI. 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DWG. NAME EAST ELEVATION A-2 SCALE: 3/16 " = 1'-O" ©Q DWG. NO W PROPOSED m BARN FOUNDATION iE 0 1 J W Z J U x w 0 w RIDGE STRAPS EACH RAFTER w ❑BALL � r i r►iLil r ti ROOFING: w 0''C r' 16 WIDE GALVANIZED STEEL PANELS WITH STANDING SEAM ORIENT, NY DBL. FRAMING AROUND SKYLIGHTS 3/4 CDX PLYWOOD SHEATHING 525 CEDAR BIRCH RD 2X6 COLLAR TIES @ 48" O.C. z HURRICANE CLIPS EA RAFTER CD ARCHITECT S FRANK UELLENDAHL 12 P.O.BOX 316 6.5 GREENPORT, NY 11944 EXISTING BARN STRUCTURE TEL: 631-477 8624 TO BE LIFTED UP IN ORDER OWNER TO INSTALL NEW FOUNDATION 0 Z BARRY BALL O 525 CEDAR BIRCH ROAD ORIENT, NY 11957 ai TEL: 888-888 8888 E E "' EXISTING �n 3/4" WOOD PLANK SHEATHIN r. 'A 6X6 WOOD POST 1' a cn COLUMN BASE CBSQ66-SDS2 . � W / / /z Z 4/ Z o � CD L_ — _ — — — — — — _ — — w-�- — — — — DATE: 04/12/2013�N SCALE: 3/8" = 1'-0° �z 0 6X6 TRT'D POST Y ON 10" DIA CONC. FOOTING o SECTION RIGID PLASTIC FOOTING FORM M s� N SECTION DWG. NAME 0 SCALE: 3/8 " = 1'-0" A-3 Q DWG. NO w PROPOSED BARN FOUNDATION ICE SHIELD UNDERLAYMENT 24" FROM EDGE MIN 2'-0" ' W HURRICANE CLIP TYPICAL. W 0 W ES W N ❑BALL I I � SIMPSON 1-12A HURRICANE W ORIENT, NY CLIP NAILED FROM RAFTER TO POSTS. - = 525 CEDAR BIRCH RD TYPICAL ALL RAFTERS FILL ALL NAIL HOLES w 0 J 0 ARCHITECT FRANK UELLENDAHL P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 (2) 1 1/4" WIDE — 20 GAGE OWNER XI-METAL STRAPS AT DOOR FOR A BARN DOOR OPENING HEADER TO STUD CONNECTION Z BARRY BALL 525 CEDAR BIRCH ROAD ORIENT, NY 11957 TEL: 888-888 8888 z o _ E O TREATED ACQ SILL PLATE TOP OF FOUNDATION WRAP + NAIL STRAP .' ( 4 - 4d NAILS ) w AROUND SILL PLATE 0 ' AT ANCHOR BOLT 1 1/4 WIDE - 20 GAGE , , 1 1/4" WIDE - 20 GAGE BARN METAL STRAP @ 48" OC. / 5 - 8d NAILS , / MAXAMUMTRAP 48' OC. C SLAB ON GRADE 4 (2) #5 REBARS 4" CONC. SLAB a' / yyrr •>-f /K-2x8 TREATED SILL PLATE `•=- '%k••.. �t••=';�:�•:'�:�:'•`i'':a;••.: / TERMITE3 ! r ALUMINUM FLASHING / t: • ww Ali^ 4 / / 5/ 8" X 12" A.B. @ 48" OC.8" PC.F U DAT10N R WA SHER./ w 3x x3 16 FENDEW 1 4" X N FT ax. •�-" ^T. - :a.••:�: •Z`tr it•,:� • ';,':,;,.:•.a:,^^.":y ., �.::;• W 12 from end of sill otes DATE: 04/12/2013 (3) #4 REBARS SCALE: N.T.S. o CONNECTORS o� SECTION ELEVATION CRITICAL PATHDWG. NAME HOLD DOWN + SHEAR CONNECTION CRITICAL PATH A-4 Q¢ DWG. NO ¢ PROPOSED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � BARN FOUNDATION - - - - - - - - - - - - =, =, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -"� I W I ; I I I I . I FEMA COMPLIANT FOUNDATION FLOOD VENT, x (4)-16%8", MODEL 1540-520 BY 'SMART VENT' STAINLESS STEEL w w I '; i I T N ❑BALL FEMA COMPLIANT FOUNDATION FLOOD VENT, r� (1)-16 x8 , MODEL 1540-520 BY SMART VENT I I w RESIDEI"CL STAINLESS STEEL ORIENT) NY N I I I I I = 525 CEDAR BIRCH RD I I I W z ARCHITECT 0 m FRANK UELLENDAHL o P,O.BOX 316 GREENPORT, NY 11944 TEL. 631-477 8624 DROP FOUNDATION WALL I I 5.5" CONCRETE SLAB OWNER — _ BARRY BALL — — — — — — — — — — —' 525 CEDAR BIRCH ROAD ORIENT, NY 11957 '; I TEL: 888-888 8888 Y I C I I � i CONC. APRON 9'-2" �\ 4'-8" 8'-11" 4'-11" �` 47'-2" r- w 17'-10" 8" 1V-7" 12'-0" 12'-0" Z { FOUNDATION NOTES PROPOSED FOUNDATION PLAN STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 INSTALLATION OF FLOW—THRU VENTS SCALE: 3/16 " = 1'-O" of READY MIX CONCRETE. cl- ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON ACCORDING TO THE TOWN OF SOUTHOLD'S CODE UNDISTURBED SOIL. 148-16-B 3a THE FOLLOWING SHALL APPLY; RESTORATION OF A HISTORIC BARN STRUCTURE TO BE USED AS STORAGE BUILDING _ ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. SUBSTANTIAL IMPROVEMENTS TO STRUCTURES IN FEMA Z CONSTRUCTION PROCESS: FLOOD ZONE A WHICH INCLUDES ZONE AE-6 SHALL FOUNDATION HAVE A MINIMUM OF TWO OPENINGS HAVING A TOTAL A HOUSE MOVER WILL THREAD STEEL BEAMS UNDER THE WOOD FRAME STRUCTURE - �� �> NET AREA OF NOT LESS THAN ONE SQUARE INCH FOR AND LIFT IT UP ABOUT 4 FEET. 5/8 X 12 ANCHOR BOLTS @ 4'-0- O.C. EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO THE EXISTING AGING AND PARTIALLY DETERIORATING LOCUST POST FOOTINGS WILL 8 POURED CONCRETE FOUNDATION WALL ON BE REMOVED. W o N 1'-4" X 8" POURED CONC, FOOTING W/ KEYWAY FLOODING. A NEW CONTINUOUS CONCRETE FOUNDATION WALL AND FOOTING WILL BE INSTALLED 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING ALONG WITH CA. 8"X34" CONCRETE BLOCK PIERS LOCATED UNDER THE BARN POSTS. N o SILL SEAL & TERMITE SHIELD THE PROPOSED OPEN AREA OF 1,702 SQUARE INCHES E E 0 E THE STRUCTURE WILL BE LOWERED ONTO THE NEW SILLS AND BE ANCHORED WITH J o REQUIRES (34) 8X16 NON-ENGINEERED FLOOD VENTS p THE APPROPRIATE STRAPS ANCHORS AND POST BASES. z OR NI 'SMART THE.EXISTING 8X16 CERTIFIED ENGINEERED DATE: 12/20/2013 TING CEDAR RV SHINGLES WILL BE REPLACED WITH A NEW METAL ROOF. APRON / CONC. SLAB: OPENINGS BY 'SMART VENT'. N SCALE: 3/16" = I'-D" 0 C2 4" THICK POURED CONCRETE SLAB DEC 2 3 2013 WITH 6X6 10/10 WWM OFE1B0 NCHESO ABOVEVGRADETO BE LOCATED A MAX. BUILDING PERMIT AMENDMENT OVER SUB-BASE GRAVEL (RCA) AND COMPACTED FILL o FOUNDATION PLAN BLDG. DEPT. TOWN OF SOUTHOLD DWG. NAME 0 o� A-1 U Q¢ DWG. NO CV I , , I , � w PROPOSED BARN FOUNDATION 041 STEEL ANGLE BOLTED i 4) 8" 16" FLOOD VENTS (4� 8"X1 6" FLOOD VENTS ; I W INTQ 6XG POST: (TYP.)! I STE E[ CHANEL G 7x19.1 ,�n W/ 4ASE TAB BOITED ; I II II II II N4 o r I I INTO:WOODI:POST 1 1I N I I I I I I I I I I 12X6 ROOF RAFTERS @ 24" O.0 II -(2) � 3/4'�X11-T/8" LVL HEA R � � I I I I I I I n w I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I v - --_-_1-----t----]-----r----t----�-----C----*---- ---C----=----,----------C----=---- --- -----C----+----7-----C---- ---C-----C----+----C-----C---- ---�-----C----r----�-----1---- I I I I T---- I-----I I I --r---- I I I I I I I N ❑ BALL I I I I I I I I I I I I I I 1 I I I I I I 1 (2j2X10 I IGIRDEf I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I z I I I I I II I I I I I I I I I I I 1 I I I I 1 I 1 I a r rL( r I I I 2X6 f R. 1 24 0 C. I I I I I I I I I I I I I I I I 1 I w r i` I i i i i I° �i i I I I I 1' I I' I I I I I I I I I I I I I STEEL BEdM W1x35 6 �O I ORIENT, NY N I 1 2XLLARI TIES 48":O.C. ; I I I I I I I I I I (1) 8"X 15 FLObD ATS ; I I I I I I I I I I `p I I I I I I I I I I I I I I I I I I I I I I I I I 525 CEDAR BIRCH RD I I I I I I I I I I 11 I I I I I I I I I I I I I I I I I N ---I-- --L---- -----G-----1----'�-----�----4-----------F-'----+----'1----- ----+---- - ---I-----+-----�-----I-----+---- - ---I-----+----1-----H----+---- - ---F'----+----1-----I-----+----- I I I �--2A RIDGE BEAM ARCHITECT I I I aa m FRANK UELLENDAHLSKYLIGHT SKYLIGHT SKYLIGHT I SKYLIGHT SKYLIGHT I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I P,O.BOX 316 I I I I I I I I I I I I I I I I I I I I I I n GREENPORT, NY 11944 I I I J I I I I I L J I I I L J I I I I L J I I I I L J I I I ca T , , -r , , T I TEL: 631-477 8624 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I ¢ —I- -,- -I — t -1 — —I - -+- -� - -� -1 — --I — �-- -, — J— � — � — �- � — I- -:- - � OWNER I I I I I I I I I I 1 I I I I I I I GARAGE DOOR BARRY BALL lbj I I I I I I 1 I I I I I 525 CEDAR BIRCH ROAD ORIENT, NY 11957 I I I I I I I I I I I I I I I I 3 TE . -888 8888 I I I I I I I I I I I I I I I I I I I I I z �� CONC. APRON CONC! APRON 1 1 CONC. APRON q I I I I I I I 1 I I I I I I I I 1 1'-9 3/ " g'-0" 3'-0" 9'-0" 3'-0" 9'-0" 3'-0" 9'-0" 1'-9 3/ ° I I I J J J 17'-10 1/2" 48'-5 1/2" C 66'-4" FLOOR PLAN NEW METAL ROOF SCALE: 3/16 ° = 1'-0° o �� a IIIIII 111]11 IIH 11 111111 111 11111 111111 IIITII III Hill 111111 111111 111111 lilt 11 111111 111111 111] 0 Z a J d C Z W Z W T pZ O O] M r7 oO O N N <h W O O z w DATE: 12/20/2013 �Z SCALE: 3/16" = 1'-0° 0 �¢ Z o FLOOR PLAN EAST ELEVATION DWG. NAME 9'-0" J EAST ELEVATION A-2 SCALE: 3/16 ° = 1'-0" ©a DWG. NO W BARN FOUNDATIO RIDGE STRAPS EACH RAFTER o L a ROOFING: X 16" WIDE GALVANIZED STEEL PANELS o WITH STANDING SEAM 3/4" CDX PLYWOOD SHEATHING ❑BALL DBL.' FRAMING AROUND SKYLIGHTS 2X6 COLLAR TIES @ 48" O.C. W RESIDL- 'V HURRICANE CLIPS EA RAFTER ORIENT, NY 525 CEDAR BIRCH RD 12 6X6 WOOD POST-----,,,,,, 6.5 0 EXISTING BARN STRUCTUREo ARCHITECT TO BE LIFTED UP IN ORDER TO INSTALL NEW FOUNDATION m FRANK O.BOXD316 o P,O.BOx 316 GREENPORT, NY 11944 TEL: 631-477 8624 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OWNER BARRY BALL STEEL BEAM W1205 EXISTING 525 CEDAR BIRCH ROAD 1957 / " Y TEL: 88ORIENT8 888 NY 18888 TI 3 4 WOOD PLANK SHEATHING V/ C L� uc � STEEL CHANNEL C7x19.1 L � BOLTED INTO 6X6 WOOD POST cln " a z. U STEEL CHANNEL C709.1 STEEL COLUMN: w/ BASE TAB TO BE BOLTED =C'4 � 3 4"x4"x1/4" STEEL BOX INTO SOLID MASONRY WALL w CAP AND BASE THROUGH 2X6 AND 2X8 SILL PLATESCD oZ Z � 0 o am 5.5" THICK CONCRETE SLAB / o CD � N ^ 177 W W DATE: 12/20/2013 SCALE: 3/8" = 1'-0" / o SECTION \—l'-4" X 8" POURED CONC. FOOTING W/ KEYWAY SECTION 'E� DWG. NAME �o SCALE: 3/8 " = l'-0" o A-3 ©¢ DWG. NO 5 MAINN 88 55 40 E N 88 55 40 E 3, N 89°25' 10"E 210.42' 53.82' 50.0 ' 5� •0 z PIPE PIPE cm 49 �0 GM o LAT H A M o 0 00 2-RAI Z GM co CEMETERY P o 01 N FENCE 0-) O -;aUy N o 00 J y -0 , " o U) J-` r�i N 82'50 2� E � N = CM 131 .20 CM Cn y O UTIL O Z `POLE 40 CM �` � RESIDENCE 2-RAIL ��° z O FE �_; �� �`�` o O N/F WILSON ASPH DW �' O O 2-RAIL F OFIT ��� .. ASpH (� C� CM UTIL POLE 1000-015-08-026.8 • , - i 2-RAIL FENCE TREES & pHRAGMITES • ; CONC DW l i G) ! RESIDENCE u� N/F DORMAN i i 1 3 pHRAGMITES 1�1 TREELINE CM UTIL ` i j 22 CHERRY TREE HEDGES �� c a C ! =f 0 CON , DW i {: i cn i �• i � D RESIDENCE N/F SEEWALD i 0 co + m D BIRCH, r= _ RTED � ` i SSC rz,--I < ; D C>J CHERRY CEDAR o m i ' m " 0) 1 27.0' Q i m 12— N 9.9 i Z CD o O ; w� cn C(-o UTIPOE 1 P c� { (0) j \ W PIPE i FOUND' 1 2' i 22.0 \\ i WOOD 4.g Q m p�TFDRM z 111 CD 11170s m + + + EC• rn Ill 1 SVC 's _ 11 D i D RESIDENCE i 32.6 � \ � D F ROBINSON 1111 '; PORG-13 o `-A 1 __ Ill 6. ' so O� HEDGES III j 1 / pp 111 i N cm TILE70 j cn O ' O O ' o 1 i EARTH DRIVEWAY O ' m 1 NO C3� i N ODOR O 1 !� 1 O � CO i 03 i O 1 i g RESIDENCE C C O ;, I ON _ 00 N , GREE Y WALK , O NL ; N/F ➢ J j } U1 i W o C) C MON POLE `i _ O CON -- - ° N s r O ° N i z O o m 1 1 i Q i i Q0 i i UTIL 2005 N/F GREENLY co POLE ' 1 0. ' 1� .�' FRESH WATER POND GUARANTEES INDICATED HERE ON SHALL RUN - ONLY TO THE PERSON FOR WHOM THE SURVEY O` IS PREPARED,AND ON HIS BEHALF TO 7HE ` TITLE COMPANY,GOVERNMENTAL AGENCY, o 1; ! ISLAND LENDING INSTITUTION,IF LISTED HEREON,AND z�MNANC TO THE ASSIGNEES OF THE LENDING INSTITUTION. m 1 GUARANTEES ARE NOT TRANSFERABLE TO 1 1 E ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. j OF CON C ` + WOOD HEADWALL UNAUTHORIZED ALTERATIONOR ADDITION TO THIS , i !, BRIDGE SURVEY IS A VIOLA TION OF SECTION 7X9 OF t m j THE NEW YORK STATE EDUCA77ON LAW. I, POST PIPE +y 1 COPIES OF THIS SURVEYMAP NOT BEARING +, �° THE LAND SURVEYORS EMBOSSED SEAL SHALL _ NYT 1 O I = , �� NOTBE CONSIDERED TO BEA VALID TRUE _ ++.••»»..•.................••...••••••• - - _ 1� . COPY. GUY N POST -- WIRE 20.2 EARTH DRIVEWAY m [x -D WORUDCT RE P\ME G) Z BLUESTONE 1j--20 •`12' S DRIVEWAY �• 00 W/CONC RESIDENCE WALLS () SURVEY OF N 01 °43'DO"W 18.28' �? DECSRIBED PROPERTY CO 0 SITUATE N/F REICH o ORIENT, TOWN OF SOUTHOLD 0 o SUFFOLK COUNTY, N.Y. SURVEYED FOR: BARRY X. BALL KIMBERLY J. VAN ZEE N SURVEYED: 23 AUGUST 2000 TM# 1000-015-08-26.7 z 1000-015-08-26.8 N SCALE 1"= 50' AREA = 497,455 S.F. � OR 11.42 ACRES Q I SURVEYED BY STANLEY J. ISAKSEN, JR. *Lic. N.Y. 11956 C C t� O GUARANTEED TO: �BARRY X. BALL _ --- KIMBERLY J. VAN ZEE SURVEYORFIDELITY NATIONAL TITLE INS. CO. 9273 0OC9 WELLS FARGO HOME MORTGAGE a�