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HomeMy WebLinkAbout39176-Z Town of Southold 1/27/2016 P.O.Box 1179 (te ) 53095 Main Rd ;, ,t Southold, New York 11971 ta CERTIFICATE OF OCCUPANCY No: 38048 Date: 1/27/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1050 Oak Ave, Southold SCTM#: 473889 Sec/Block/Lot: 77.-1-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/13/2014 pursuant to which Building Permit No. 39176 dated 9/12/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered entry, rear deck and second floor balcony, to an existing one family dwelling as applied for per ZBA#6721, dated 2/20/14. The certificate is issued to McGoey,Daniel&McGoey,Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0002 12/10/2015 ELECTRICAL CERTIFICATE NO. 39176 1/14/2016 PLUMBERS CERTIFICATION DATED 7/12/2015 JOHN WEENEY Agar A • ' ed :igna •re rJzz�i Town of Southold 1/27/2016 tiV P.O.Box 1179 53095 Main Rd # iSouthold, New York 11971 CERTIFICATE OF OCCUPANCY No: 38049 Date: 1/27/2016 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 1050 Oak Ave, Southold SCTM#: 473889 Sec/Block/Lot: 77.-1-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/13/2014 pursuant to which Building Permit No. 39176 dated 9/12/2014 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: alteratiaons to an existing accessory garage as applied for per ZBA#6721, dated 2/20/2014. The certificate is issued to McGoey,Daniel&McGoey,Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39176 1/14/2016 PLUMBERS CERTIFICATION DATED u oriz Signature _' *'` - TOWN OF SOUTHOLD gUFFOI,� BUILDING DEPARTMENT '' TOWN CLERK'S OFFICE 'a +�; SOUTHOLD, NY 1 ••t'z. ' {:, 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#: 39176 Date: 9/12/2014 Permission is hereby granted to: McGoey, Daniel & McGoey, Maria 14525 Millikan Way#32252 Beaver, OR 97005 To: construct alterations and additions to an single family dwelling & alterations to an existing accessory garage as per ZBA decision #6721, Trustees, DEC & FEMA requirements. NOT A DEMOLITION AS PER TOWN CODE. At premises located at: 1050 Oak Ave, Southold SCTM # 473889 Sec/Block/Lot# 77.-1-7 Pursuant to application dated 8/13/2014 and approved by the Building Inspector. To expire on 3/13/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,182.00 ACCESSORY $176.80 CO -ADDITION TO DWELLING $50.00 CO -ACCESSORY BUILDING $50.00 Flood Permit $100.00 Total: $1,558.80 c Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3 Approval of electrical installation from Board of Fire Underwriters. 4 Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5 Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6 Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2 A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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 Date (- New Z 30/�S New Construction: Old or Pre-existing Building: (check one) Location of Property. /O SO OAK -I' e e — O(.�-f—/ c• /d/ House No Street Hamlet Owner or Owners of Property. DA.ri CA r`b /r �'t G` frq C C-0 e/ 7 Suffolk County Tax Map No 1000, Section '7 Block / Lot 7 Subdivision Filed Map. Lot: Permit No. 3 1 '7 (O Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval. Planning Board Approval. Request for Temporary Certificate Final Certificate. ✓ (check one) Fee Submitted. $ )9.4 Applicant Signature re, iii ,�0/o\ApF SO(/jMO ,/4 ees ` Town Hall Annex ~ : Telephone(631)765-1802 54375 Main Road ; ilig % Fax (631)765-9502 P.O. Box 1179 G Q �% Southold,NY 11971-0959 � i. -\ i1� roger.richert(c�town.southold.ny.us `'�(yC0UNT 1,��,::: .... es I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McGoey Address: 1050 Oak Avenue City: Southold St: New York Zip: 11971 Building Permit* 39176 Section. 77 Block. 1 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G & S License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 39 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 9 Wall Fixtures 15 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 41 CO Detectors Sub Panel NC Blower 1 Range Recpt 1 Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches 47 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/CO Detector, 4- ARC Fault Circuit Breakers, 5-Exhaust Fans. Notes: Inspector Signature: . Date: January 14, 2016 Electrical 81 Compliance Form.xls soot,, (/r�,D .. �o Town Hall Annex ; ir * ; Telephone(631)765-1802 54375 Main Road . Fax(631)765-9502 P.O.Box 1179lo Southold,NY 11971-0959 \*IftiOUNTi 1°' iirrrsi BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:I6iNG DEPA Building Permit No. 3 q ' ' / G Owner: Da-'1 d- (. r 6 I n A- M c G-o e (Please print) Plumber: ThL-n Sween 'e S obis- (Please r7S(Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 161(‘ day of juAK , 20 15 cue Nomry tiWie-Sims&New Yolk M(� , NO.OI VA63O7026 Notary Public, 5 .17 `6\K._ County a.lirredinSuffolk comity Expireslor3pl 6h 1% V 3/ (119 ,,,,,,,,,, ,o���F SO//4.5„lo � ,F ,�; lyC Uri, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION zOU [ NDATION1ST [ ] ROUGH PLUMBING 6 [ NDATIO D [ ] INSULATION-top [ MING / TRAPPING [ ] FINAL [ ] FIREPLACE IM [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c-Cht4tt (-: DATE A. ( INSPECTOR A 3 / i76 - (1( ) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECON [ ] FOU DATION 1ST [ ROUGH PLUMBING [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 141- -ex_A,,-_,k7 9- ,A--t- DATE INSPECTOR T 1 3cjy �o�aDF SO!/l�olo --'COUNTI, / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _Ld_r-e4A-7'ZIn") C5ttjar_l (crZD DATE I INSPECTOR 1 39' „,,,,, ',,�o��oF soulyo�`` * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS ON [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:Acir 1 A/ evtde e --7Vj CD ��.✓�� hc-f i1 44 - /, /� __ l ,_ lam... if ® ' �� . /$2-du-t DATE ,42/Air-' INSPECTOR /'. SOUj�pl': \11( O� �� 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE / '71/46 INSPECTOR • FIELD INSPECTIODT REPORTD. COMMENTS FOUNDATION(1ST) . .• ---- : FOUNDATION(2ND) o laU11112 . , . CrIA,77,4.5 0 I It.,) . .iii,A4 .ROUGH FRANDNC,& / "` l Wirldi:a.,111111ffigill1„, PLUMBING . /029/,''-' , ' ri • • egi Ts trl rac„.49. - •tie ,, ,i..5 . . til t • H STATE ENERGY •D • • y r .bp . . . . 'AA; -4: t C7$.94.;,,A (:? -t11.4/L- . . -)4--; ti,e-Pi‘AhtG /f- crrtc 4j "44v-L cf� fierzus.-c6. FINAL - �� • iif jott.ii .41:fti-. • . /%-1 ADD 'ION-% 11.`¢. E; `' ♦ -?-- r .X f• , a. • -! , , c) GL c .l>N1, �y i . . • - I 0 , / i 7 U O , * uL'Ilji M CZW.E41(- i;10 1 n4 121(42),P( . . - lif%y k if / 0/6h<' I'a4 I mac' pi. . s oJ� �c e.b v-e.( • • , (3-) 0 J V .. 7 g . . . . gym . .. . . . . r), iti, � ' i. . .. r . 9) 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 N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Disapproved a/c 410 12112\O r , Phon:: , i E11i._ S Expiration 20 Building Inspector / Nov 2 2 „ 2013 APPLICATION FOR BUILDING PERMIT ' Date //AI c9-- , 20 / DIsADPR .VA INSTRUCTIONS a. his app cation UST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ))4(./.4C-) (Signal f applicant name,if a co .. ation) (_9/ - �> ,., (Meg address of appl'•ant r State whether applica • owner, lessee, agent, architect, engineer, general contractor, electrician, plu ser or builder —dip ie ---?-)1 r / • Name of owner of premises 0)^J C0 I cb&y) ti nticd(VIOL- / (Asonthe 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 whi pro osedcwgdcwilldone: /0S-0 ' �D�*-C-/%10/G(, House Number Street Hamlet County Tax Map No. 1000 Section 77 Block / Lot 7 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premise and intended useand occupancyof proposed construe ion: a. Existing use and occupancy fetleAtz7 — / b. Intended use and occupancy GI )0Z-ti te4714.., jee-,-7.4-67 Ae42."...et,t-c-(_) 3. Nature of work (check which applicable): New Building Addition 1/ Alteration // Repair ✓ Removal Demolition Other Work (Description) 4. Estimated Cost v?.5-(9� 04-0--0Fee (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. /v 7. Dimensions of existing structures, if any: Front 7 Rear �� ,5G Depth , Height /5/.5-' Number of Stories / Dimensions of same structure with alterations or additions: Front fns Rearm Depth )�-�rx,Q� Height -25. ' Number of Stories cA 8. Dimensions of entire new construction: Front ,3 a, Rear ,>a ° Ct Depth o2 6 Height ,2.5- Number of Stories ,2ett--xt ,larey 9. Size of lot: Front (00 Rear �o 0 Depth / V0 10. Date of Purchase o:D 13 Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES /NO 13. Will lot be re-graded? YES NO I Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Me-6oey Address Phone No. 44 Name of A,rc eet ....c'a e.Y __ A, p .dress 165 j A-OS G(Phone No 4-77-7 759, Name of Contractor Address Phone No. hACCt+ T rck 6712uCT I L- -Po bei loco)---) 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS,MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES �/ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF / �,-� T` wY i c Vl being duly sworn, deposes and says that(s)he is the applicant . ame ITY)oflindividual signing contract)above named, (S) 1e is the e\e/l( 1 (Contractor, Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to be ore me this day of AioAO \/ 20 ( 3 / /, V__-CM1 diti # *-°' / / Notary Public Sig re of Applicant VICKI TOTH 0 Notary Pub8ctt of New York No. 1 1 0696 Qualified in Suffolk County ;omrnkvinn Fmires lulu 78.2 _i_..0 • John \l lirc'denn•„•r 111 Pre. rdent — - I uN,N.n I fall Anne\ I3; \l:un IZnad 11n h,u•1 1 1).,;•i;71 VIcc Prr :picr'r {' t) liox1 I 79 Jam-, f• kin •I ru,tce ti uthulcl Ne\\ ork I lcl;141959 1)I%c Iierg€'n, Trustee I clehh ,i 6:31 i 765-1 P2 ('hark; •J danders "Trustee Fax ih.;] BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLI) Permit No.: 8409A Date of Receipt of Application: March 20, 2014 Applicant: Dan & Carolina McGoey SCTM#: 77-1-7 Project Location: 1050 Oak Avenue, Southold Date of Resolution/Issuance: April 23, 2014 Date of Expiration: April 23, 2016 Reviewed by: Board of Trustees Project Description: To construct a 9 x30 deck onto the seaward side of existing dwelling, the existing concrete paths and patios shall be removed and not replaced remove existing accessory shed install gutters to leaders to drywells to contain roof runoff the current basement shall be filled to create a crawlspace only as required by flood plain elevation code, demolition and replacement of the seaward side wall roof and chimney on dwelling, remove bay window on southwest side along with side door and deck and relocate certain windows on dwelling and install and subsequently maintain a 10' wide non-turf buffer along the landward edge of the concrete wall with an access path to dock Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Fairweather Design Associates Inc last dated March 28 2014, and stamped approved on April 23, 2014 Special Conditions: None Inspections: Final Inspection If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code a Wetland Permit will be required This is not a determination from any other agency yr John M Bredenleyer iii President Board of Trustees 08/07/2015 10:40 6317656641 SOUTHOLD TRUSTEES PAGE 01/01 '',�4F /f John M. Bredcmeyer III,President 'I 4h Town -iaII Annex 64375 Main Road Michael J. Domino,Vice-President , P.0 Box 1179 �—� James F. King,TrusteeSouthold, New York 11971-0959 Dave Bergen,Trustee Igiko ,'FTelephone(631)765-1892 Charles ri Sanders,Trustee ,�' Fax(631)765-6641. BOARD OF TOWN TRUSTEES TOWN OF SOUT1-TOLD CERTIFICATE OF COMPLIANCE # 1144C Date: August 6, 2015 THIS CERTIFIES that construction of a 9' x 30' deck onto tai aeicord side of existing Alin :th ,,'ati1 con to aths and ►at'• wand t• -•laced- removal of existingjccezo shed: installation of gutters to leaders to drywells to contain roof runoff:the current bent has been filled to create a crawlspace only as plain elevation code;demolition and replacement of the seaward side wall.roofand chimney oq dwelling:the removal of bay window , t Gide aloe with side door and deck.and relocatigp of celtain., jidows on*welling'„and install and subsequentlymaintain a 10'iii ragn-turf buffer*low the landward educe of the concrete will wi an access At 1050 Oak Avenue.Squthold, Suffolk County Tax Map#77-1-7 _ __ Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 20.2014 pursuant to which Trustees Administrative Permit Mak Dated April 23,2014,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construsAionof a 9' 30' dee onto seaw side of dwell' th a isti ••, c baths a d •,tins were r , oved .1. not e•lace. ,� �_ of e:-tin a - •r sh,,• installation of gutters to leaders to ells , con ,"i oof off:the c -,- ,asemen R • .E11.5.1 to create a misp*ae only as required by flood plain elevation code:demolition and r lacement of the seaward side wall.roof. and chimney on dwellinej.gannoval of bay wi L.* on side alon' with side door and deck. a • r locati•d. of .1,1 bit dwelling: and install and sulanntientiv maiatilip a 10' wide non-turf buffer along the landward edge of the concrete wall with an access oath to dock The certificate is issued to DAN &CAROLINA Mc OOEY owners of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0404 Fax: (631) 444-0360 Website: www.dec.ny.gov _ Joe Marten', Com 0!'VS iWI' July 10, 2014 Mr Dan McGoey 14525 SE Milikan Way # 32252 Beaverton, OR 97005 Re Permit No 1-4738-04325/00001 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 carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. 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 Sincerely, Gene R Zamojcin Environmental Analyst GRZ/Is Mime NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION W Facility DEC ID 1-4738-04325 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator. SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY,BROOK150 CIRCLE RD STONY BROOK, NY 11790 -3409 Authorized Signature: _ Date / , /_ +L' Distribution List FAIRWEATHER DESIGN ASSOCIATES INC Habitat - TW EUGENE R ZAMOJCIN Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 2. No Construction Debris in Wetland or Adjacent Area 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 wetlands and/or protected buffer areas. 3. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities Page 2 of 6 lk NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC II) 1-4738-04325 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: DAN MCGOEY MCGOEY PROPERTY 14525 SE MILIKAN WAY # 32252 1050 OAK AVE1SCTM 1000-77-1-7 BEAVERTON, OR 97005 SOUTHOLD, NY 11971 Facility Application Contact: FAIRWEATHER DESIGN ASSOCIATES INC 205 BAY AVE GREENPORT. NY 11944 (631) 477-9752 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 716.718 NYTM-N: 4547.078 Latitude: 41°02'46.0" Longitude: 72°25'17.3" Project Location: 1050 Oak Ave - Watercourse - Goose Creek Authorized Activity: Construct a new second story addition onto the existing single family dwelling (SFD) and install stormwater roof runoff drywells. Fill existing basement to grade and remove cellar entrance stairs, till and regrade Remove several areas of concrete, existing shed and deck and construct a new deck with stairs and pervious driveway. Abandon the existing sanitary system (SS) and install a new relocated SS. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 7/9/2014. (GRZ) Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04325/00001 New Permit Effective Date• 7/9/2014 Expiration Date: 7/8/2019 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-04325 4. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead or on a barge. 5. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration. whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 6. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 10 linear feet landward of the concrete seawall. 7. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 8. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 47 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 9. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 10. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 11. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater 12. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant (or similar Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat - TW NYSDEC REGION 1 HEADQUARTERS SUNY a STONY BROOK150 CIRCLE RD STONY BROOK. NYl 1790 -3409 Attn: Compliance 13. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04325 14. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work 15. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Robert I. Brown, R.A., last revised 6/23/2014, stamped NYSDEC approved on 7/9/2014 . 16. State Not Liable for Damage The State of New York shall in no case he liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes. and no claim or right to compensation shall accrue from any such damage. 17. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State. and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed. the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 18. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 19. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels. solvents. lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-04325 e. noncompliance with previously issued permit conditions, orders of the commissioner. any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York. its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit 'l'his indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply' with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall he subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands. easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 11111011 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04325 GENERAL CONDITIONS - Apply to ALL Authorized Permits: I. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION I HEADQUARTERS SUNY c-i STONY BROOKI50 CIRCLE RD STONY BROOK, NYI 1790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. new Iv discovered material information or a material change in environmental conditions. relevant technology' or applicable law or regulations since the issuance of the existing permit: Page 5 of 6 f-OR\1 NO 10\\ \ Or Sot 1 1101 I) 131 II [)IN(' D P \ItI \1I NI SOl T11011). N 1 NOTICE OF DISAPPRO\ \1 I) \ 1 I. [)eceillher h. 2.013 TO I dim eather Bro\\n (\lc(ioc\ 1050 Oak Street Southold. \1 I I971 Please take notice that your application dated No\ember 22. 201 For permit to make additions and alterations to existing single tantily (Ivv citing at Location orpropertl 1(50 Oak Street, Southold_, NY County lax Map No I OM - Section 77 Block 1 I of 7 Is returned here\\ ith and disappro\ed on the tollo\\ing grounds I he proposed construction, on a non-contorming_8,4Ut) square toot parcel in the k-40 District, are not permitted pursuant to -\rticleXNIII, Section 280-124. \\hich states that, on lots measuring less than 20,000 square tees in total vie. a minimum side lard setback of I U tett and a minimum total side lard setback of25 feet is required. The proposed construction year deck and second_stor\ addition) notes a \ �f ,cih irk ..i 0 I 1 i i � 5 - lr feet and total 'tu L yard set i)aLI 0120 ILLI In addition, the proposed construction is not permitted pursuant to \rticle_XXII. Section 280-116B. \\bleb states. -- — - "All buildings located on lots upon \N hich a bulkhead. concrete wall, riprap or similar structure exists and \\hich are adjacent to tidal water bodies other than sounds shall he set hack not less than se\ent}-ti\c i_75_ feet from the bulkhead " The_pmptlu'dconstruction notes a setback of + 52 7 feet to the existing bulkhead -ut -erred S gnature Note to Applicant: An change or deviation to the ahoN a referenced application, ma) require further review the Southold Town Building Department. l c tile. /.t3:\ 4 / • BOARD MEMBERS I ,� ,,i�Q $�(/jyO- ` Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes * * ; Office Location: Gerard P.Goehringer � G Q i Town Annex/First Floor,Capital One Bank George Horning ;gyp ,,pi����� 54375 Main Road(at Youngs Avenue) Kenneth Schneider \_ CQljM`I,* "ir Southold,NY 11971 Is, http://southoldtown.northfork.net ZONING BOARD OF APPEALS _- -- TOWN OF SOUTHOLD ' Tel.(631)765-1809•Fax (631)765-9064 , I FEB 2 5 2014 \'`--.) FINDINGS,DELIBERATIONS AND DETERMINATION 'r MEETING OF OF FEBRUARY 20,2014 ZBA FILE#6721 NAME OF APPLICANT: Daniel and Carolina McGoey PROPERTY LOCATION: 1050 Oak Avenue(adj. to Goose Creek), Southold,NY SCTM#1000-77-1-7 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 31, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 30, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: This property is a non-conforming 8,400 square foot parcel in an R-40 district. It is a water front parcel with 60 feet concrete wall frontage on Goose Creek. The property runs 140 feet on the South side, 60 feet along Oak Avenue, and 140 feet on the North side. On the South side of the property there is a 10 foot wide public passage to the beach. The property is improved with a 1 story dwelling, an accessory garage, and a shed. The existing dwelling is set back 61 feet seven inches from the concrete wall. There is a concrete patio at ground level which is set back 52 feet seven inches from the concrete wall. The dwelling is partly located in flood zone AE EL. 7 and partly located in a flood zone X. All is shown on a survey by Kenneth M. Woychuk, L.L.S. dated June 19, 2013 and a site plan by Robert I. Brown,Architect,dated October 17,2013. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article XXII Section 280-116B and the Building Inspector's December 6, 2013, amended January 7, 2014 Notice of Disapproval based on an application for building permit for additions and alterations to an existing single family dwelling, at; 1) less than the code required minimum side yard setback of 10 feet, 2) less than the code required combined side yards of 25 feet, 3) more than the maximum code allowable lot coverage of 20%, 4) less than the code required bulkhead setback of 75 feet. Page 2 of 3—February 20,2014 ZBA#6721—McGoey SCTM#1000-77-1-7 RELIEF REQUESTED: The applicant requests variances to construct additions and alterations to an existing dwelling on this 8,400 parcel in an R-40 district with a side yard set back of+/- 9.5 feet when 10 feet is required, have a combined side yard set back of 20.5 feet where 25 feet combined side yard set back is required, and the resulting additions and alterations will result in lot coverage of 21.9% where the maximum permitted lot coverage is 20%. The applicant also requests a variance for additions and alterations within 75 feet from the bulkhead. The proposed construction notes a set back of+/- 52.7 feet. AMENDED APPLICATION: During the hearing the applicant was asked to bring the plan into more conformity with the code. The applicant on February 12, 2014 submitted a plan increasing the single side yard setback to 10 feet thereby eliminating the need for one variance. This increased the combined side yard setback to +/-21 feet thereby bringing the plan into more conformity with the code. However, the Board discovered the existing side deck was not included in the original lot coverage calculations. With the proposed side deck addition as amended the proposed lot coverage will be 22.4%. Additionally, the agent was asked to provide other variances granted in the area with lot coverage relief. On February 12, 2014 the agent submitted copies of a variance granted with similar lot coverage relief. ADDITIONAL INFORMATION: During the hearing the applicant's agent testified that the building project would include removing the hardscape driveway, patio, and other impervious surfaces. The applicant's agent also testified that the applicant plans on placing gravel drains around the decks to catch storm water run off. The applicant is proposing to install a new septic system that will conform to current Suffolk County Health Department standards. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6, 2014 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This neighborhood consists of one story and two story water front homes. Many of the homes are placed on similar sized non-conforming lots. These homes have similar side yard setbacks and are set back a similar distance from the bulkhead or concrete walls. It is typical for a home in this neighborhood to have a garage. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant offered to move the existing side deck back an additional 6 inches from the property line making the property's single side yard set back conforming to the code. The applicant cannot conform to the required combined side yard set back or the required set back from the concrete wall because the structure on the property is pre-existing non-conforming and any proposed building project will be non-conforming and require variance relief. The applicant can conform to the lot coverage restrictions by proposing a smaller deck on the waterfront side of the property. 3. Town Law 4267-b(3)(b)(3). The variance for the combined side yard set back granted herein is mathematically substantial, representing 16% relief from the code. However, this is because of the existing structure. The amended additions and alterations will decrease the non-conformity of the side yard set back. Additionally, along the southern property line there is a 10 foot walking right of way, which will provide an additional buffer for the adjoining neighbor. The variance for the proposed lot coverage is mathematically substantial representing 12% relief from the code, however it is one of the smallest lots on the street and many other homes have undergone enlargements in this neighborhood. The variance for the proposed bulk head/ concrete wall set back is mathematically substantial representing a 30% relief from the code. However, the existing structure is currently within 75 feet of the concrete wall. Also, there is an existing concrete patio 52 feet 7 inches from the concrete wall. This is being removed and re-placed with a raised deck with drainage to better handle storm water run off. 4 Page 3 of 3—February 20,2014 ZBA#6721—McGoey SCTM#1000-77-1-7 4. Town Law $267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install a gravel drain around all decks and all hard surfaces. The applicant must also install leaders and gutters on all structures as well as drywells to handle storm water runoff. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a two-story water front residence with water front deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Schneider, and duly carried,to GRANT the variance for the bulkhead set back as applied for, and shown on the site plan prepared by Robert I Brown and dated January 7,2014; And to DENY as applied for the variances for side yard set back, combined side yard set back, and lot coverage and to; GRANT ALTERNATIVE RELIEF for a conforming single side yard setback and a combined side yard setback of+/-21 feet, and a total lot coverage of 22.4% as shown on the revised site plan dated 2/11/2014 prepared by Fairweather Brown Associates,Inc. Subject to the following condition; CONDITION: 1. Decks shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board. Ayes: Members Weisman(Chairperson), Schneider, Dantes, Horning. Absent• Member Goehringer. This Resolution was duly adopted(4-0). a• s / iv Leslie Kanes Weisman, Chairperson Approved for filing ? ,?S'/2014 BOARD MEMBERS Southold Town Hall i,,,,, $DU Leslie Kanes Weisman,Chairperson ��'�4� j/S� - 53095 Main Road • P.O. Box 1179 ��' ,/$1. <1) � Southold,NY 11971-0959 Eric Dantes ' Office Location: Gerard P.Goehringer % ac �� Town Annex/First Floor,Capital One Bank George Horning �� ,�. � 54375 Main Road(at Youngs Avenue) Kenneth Schneider t`t..°00 Southold,NY 11971 http://southoldtown.northfork.net / 1 (2-11 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 • Fax (631) 765-9064 April 10, 2014 Amy Martin Fairweather Design Assoc., Inc. 205 Bay Avenue Greenport,NY 11944 RE: De minimus request--McGoey#6721 Dear Ms. Martin, I have reviewed your letter dated March 28,2014 and the site plan, ground floor building plan and drawing of the north elevation all dated 3/24/14 that you submitted with your request for a de minimus determination in the above referenced ZBA decision. Since you do not propose any changes to the bulkhead setback variance of 52.7 feet from the 2 foot wide concrete wall that was granted by the Board of Appeals in decision#6721,and because the removal of the west side deck that was originally approved will create a conforming combined side yard of 25.6' for the second story addition,I have determined that your requested modification is de minimus in nature. Please note that the waterside deck shall be no larger than 9'X30', as proposed, and shall remain open to the sky. This de minimus determination is conditioned upon obtaining from the Board of Town Trustees an amended approval for new footings for the proposed new foundation. I will instruct the office to send a copy of this letter and a stamped approved copy of your amended drawings and your de minimus request to the Building Department so that you can apply for a building permit.If you have any questions, please call the office. � 1 Leslie Kanes Weisman Chairperson/Dept. Head Cc: Building Dept.,Town Trustees 101. ................... • , STORMWA.TER Scott :; u 1 .e uE ok- i1' = MANAGEMENT SOUTHOLD TOL, ? ALLY�-CCP.O.Box 1179 ,I I p ��� e 53095 Main Road-,$ )ItTOLu]EfiEVP 820,41.971 I! •- �� * 1-S4 Town of So u th o l d L________--__ CHAPTER 236 - • 'i• -+ ATER MANAGEMENT.WORK SHEET AUG 1 g 2014 ( TO BE COMPLETED BY THE APPLICANT ) - DOES THIS PROJECT iNv e_ .40 ,. . • •rtoWIN: IC3IEOC ALL THAT APPLY) • Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. t 0 DI B. Excavation or filling involving more than 200 cubic yards-of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. - El ■ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E/ ❑ . . Site preparation within the .one-hundred-year floodplain as depicted - on FIRM Map of any watercourse. } ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. _ - -= ---- - — S.C.T.M. 4: 1000 Datt APPLICANT: (Property Own , esign ProfessiioonaL)Agent,Contractor,Other) 7 District NAME ‘..9,1)//y) et/�(/vi![/ afra— /3 / „. Section Block Lo� �- A-R r/e6 m�I(S d "'" FOR BUILDING DEPAR MENT USE ONLY ”" Contact Informsiiort !� trek-phone Number) Reviewed By: Date S1 f Vitt Property Address/ Location of Construction Work: — — Approved for processing Building Permit. J050 �; 0.• Stormwater Management Control Plan Not Required 0.7h6/d Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM ' SMCP - TOS MAY 2014 APPLICANT. S.C.T.M. *- 1000 • ' " CHAPTER 236 (Property Owner.Desi¢ Professiorul,Agent,Contractor,Other) - So,'' ,.`�� Bq m/�p�r �} ?? / 041N--.,. Stormwater Management Control Plan CHECK LIST ' /4/II/V! "' Section Block Lit NAM' 2 ; S M C P -Plan Requirements. Pro%ide ONE copy of the Building Permit Application. 0 , Pmx , ate --..--0„ 44011::. * The applicant must pro,idea Complete Explanation and/or Reason for not providing �/ 3 4 4 ''` all Information that has been Required by the following Checklist! 77 , Te•yk,rr Number // I A Site Plan drawn to scale Not Less that 60'to the inch MUST k �If You answered No or NA to any Item, Please Provide Justification He,e! YES NO NA show all of the following items: If you need additional ro� Qr e ai �Provide additional Paper �frDIMC�� a. Location& Description of Property Boundaries _ EROSION 8i ' b. Total Site Acreage. Shall include but not e-limited c. Existing Natural & Man Made Features within 500 L.F -/ A well maintained Construction Entrance, of the Site Boundary as required by §236-172). a.®// Wire Backed Silt Fen ' d. Test llole Data Indicating Soil Characteristics&Depth to Ground Water —V I Seeding of exposed and/or inactive soils. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 7 intenai,) e _. �s—�—.C� " g Location of all existing& proposed structures, roads, ' driveways,sidewalks,drainage improvements& utilities. _ h. Spot Grades& Finish Floor Elevations for al'i existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. g UU �,, , - ' j. Location of proposed Soil Stockpile Area(s). ✓ „lit., / ice. k. Location of proposed Construction Entrance/Staging Area(s). �_ I ....--a24I. Location of proposed concrete washout area(s) a i r . m. Location of all proposed erosion&sediment control measures 1 DRAT o 2. Stormwater Management Control Plan must include Calculations sho,tiing Contact TOS Engineering at 765 1560 before that the stormw•ater improvements are sired to capture,stere,and infiltrate on-site the run-off from all impervious surfaces generated b\ a too(2")inch = I Backfill,OR Provide Engineer's Certification rainfall/storm event. that the drainage has been Installed to Code. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance& Site Access. _ —1 arii — 2/,1 q0-n--e-CE RI G� L � c. Inlet Drainage Structures (e.g catch basins.trench drains,etc.) d Leachin• Structures (e.•. infiltration basins,s,vales,etc.) _ H **** FOR ENGINEE4 G DEPA" ►' T USE ONLY **** Additional Information is Required. Reviewed& / • II Stormwater Management Control Plan is Not Complete. Approved By: �/,_ - /2I — l 1 Stormwater Management Control Plan is Complete. Date: c/?j' j /�f I ' A SMCP has been approved by the Engineering Department. 1 `_.I FORM * S ` ' Check List -TOS MAY 2014 APPLICANT. S.C.T.M. " 1000 _ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) o /0, IL M C�o6r� STORMWATER FINAL NAME. I V�, Y SectionBlock Lot y0 Plc P4 = Cl `/ ;� Jo5a oAK 5t, 5 ;tkrz 0 Date: i _ 1 _ �S ::,dol ;: INSPECTION REPORT FORM COMPLETED Indicate All Site Work that has been completed Checking Yes / No or NA DESCRIPTION OF SITE WORK TO BE COMPLETED ® NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion& Sediment Controls MI r b. Limits of Clearing & Area of Proposed Land Disturbance. D }`N 4 I N s"ri4A, ,i1,�l0/U f J[ -re c. Condition of Stockpiled Soils. d. Verification of Size & Depth of Leaching Pools. .) Wog-K. j - _lC4 t 6.i. ®6 C.,T - e. Verification of Drain Pipe Installation /Concrete Parging. f. Driveway Installation within the Town ROW-Highway Specifications Jt ),b A '� -o u eD 1 (1�( •-i-A{ E g. Final Site Grading - Effect on Adjacent Property PA) h. Inspection of Gutter & Leader System - Drainage Piping i. Instalation of proposed Swimming Pool and discharge ring. - j. Inspection of Construction Entrance/Staging Area(s). k. Location of proposed concrete washout area(s). J A Final Inspection Report must be completed prior to issuance of Certificate of Occupancy. The applicant has three options for certification of drainage installations. * OPTION x: 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION#:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION f:3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION#: 1. OPTION*:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineerin Hepar m nt_showingplacement__ & Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate ba kpund indicating location Professional Certification & As-Built Drawings must be submitted to the of all installed structures and drainage piping 'We rading_________________ Town Engineering Department. ' r--, �1 ((' �! I TOS Review NOTES: TOS Review NOTES ' I, JUN 1 $ 1 1 **** FOR ENGINEERI ►EPART► ' .SE ONLY**** Additional Work is Required for Approval. Reviewed& `� � ' � "� SMCP Installation is Not Complete. (See Notes Above) Approved By: — Jr • ed' _. ,W Stormwater Management Plan Installation has been Date: I —17-15 Inspection #- T (eVA L Completed & Approved by the Engineering Department.artment.L7 FORM * SWCP Inspection Report Form -TOS October 2014 i � ��$?Of S0UlOyl4- r Town Hall Annex • . Telephone(631)765-1802 54375 Main Road (631)76595Q2 P.O.Box Road ; Q �� roger.richert(.c earlsou 011aa.ny.us Southold,NY 11971-0959 L e4. •••\10 • 1 BUILDING DEPARTMENT • TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • • • REQUESTED BY: Date: ja./�..2/c2ppe Company Name: f'6" �(�C.�2/c Name: • A e- -r1.61)1417 FC.i .6z- License No.: --.7 g -- Addres : 1. ©, ee- .-21,.r • c_c o)(-di a L.:0 /1/i° /191/ • Phone No.: • S/A FSii) - & '4 • JOBSITE INFORMATION: (*Indicates required information) *Name: , 14 60 / � • • *Address: /0.co 04 A tiL - / ) 'o- ---.3 -c-Se3o4003 *Cross Street: CeDAGz *Phone No.: 31 9e -/036 . Permit No.: —39176 Tax•Map District 1000 . Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) fr4)O l/,A Vont 111 4) DOG 1--4-/ 41G --- loo • . • (Please Circle All That Apply) . *Is job ready for inspection: • YE / NO Rau h In Final *Do•you need a Temp Certificate: / NO Temp Information(If needed) • *Service Size: 1 Phase 3Phase 100 150 200 300 350 , 400 Other *New Service: Re-connect(nderground Number of Meters/ Chan a of Service Overhead Additional Informatigp PAYMENT DUE WITH APPLICATION • V/r)ci, . , . -)4,''')<v).v4,1)(61"' i, VjA\ b v, (---V '' cV- & - 82-Request for Inspection Form \c , ,..... . . ....., ........) /0";-.1 / 7 TOWN OF SOUTHOLD PROPERTY RECORD CARD Doe — 7- i - ? OWNER STREET /C.)6 0 VILLAGE DISTRICT SUB. LOT , ' ,.• tr— I _.# . 1 Iv • FORMERADWNERS 4'iii. ; •'- „. • E AC",l• GE , 1 Vole7C4- .57/ - , 4t4 ii," "J.,' 0/ 7. 'w4te..... ?Of-lark 1.-- /Q au, gizelu. ,...„._.0 ove. s NA/ TYPE OF BUILDING /C-tcC/ R/hr -)0 /(. ... ---44.-2•°"11-)-4-c-. RES..2.1O SEAS. VL. FARM COMM. IND. CB. MISC. I LAND IMP. TOTAL DATE REMARKS 2 / 00 2 4p 0 0S4-/- 1F 0 , , , ,..0 ../." 30 c> _3 O .., -a #6", 9'4!,7 A. 7.2'3/ - /r•/0:de MArAe-R lid R7,-;--Ay4Sli•-- 4--Lide-- r"- 7( () () - ,_, *YE/ 0055:79 \pdigii-_,,../h,,,A;, F 0 0 3 (0 0 3 ? (9.0 . ' 7 i y 6 e/ _ Z/1,51_01:LL/ 31•019751-oacd,e .6. 6(13 1 le. 116.- -- : z-70 3 s—o , , , '--7' /.A-- • , -•C ii.lito Al-e.....4,4 el : NI .Aft, / • ' 413* 44. 910 -1-1Z7Yrz-/gig -CaS/le -- Vc1C 1.71-24-6 -6-7&c.-D_ Tillable 1 Tillable 2 _-- - --- Tillable 3 Woodland Swampland .....„„ _ _..L..n*. ,....... 4 Brushland L L - - -- - - House Plot 4 ------- - ---- --- ------ - --- --- iii...,.....„ Tot-or— I 1 '',r!1` _ 'I - ` F i - -- I -., • _ - "-" 33 7 _4. ]. Er---- 77-1-7 10/00 — _ aC I � r —� T - 1 I • M. Bldg , y j I Foundation lath--� #'j_? Extension ( 4,2, /k..- /1-- 1 VV Basement ; ter-' Fe--t — Floors A �, I - Extension j 3" _ . /�f`' Ext. 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D m f ►_ t yrs r LOT COVERAGE EXISTING HOUSE I ,425.8 5F p (o EXISTING GARAGE 192.4 SF �0S-W /�ti \0) EISTING SHED (1 ox 19) 86.7 SF 'Op VV A•\ ' ,,0 0 EXISTING SIDE DECK (7x 13) SI .7 SF s•<0 e<, N CURRENT TOTOAL 1 ,795.97 S" 21 .38%, moo p,J� W e ii 1111, / PROPOSED gS/ S �� // �O �7O 5 HOUSE (-BAYWINDOW) 1 ,413.8 SF �OO / 5', GARAGE (SAME) 192.4 SF / ��F ' NO SHED 0.0 SF // / / \ O WATER SIDE�DECK (9x25) 225.0 5F--- F�T i'�`�/ - • \ PROPOSED TOTAL I ,883.2 SF 2/ 2.4% /:W* X04 iv �/o (/� X00 =l _— 1)c.). EXISTING CON.PAT �v0Q'� /' � ` ti TO BE REMOVED ` mJ PROPOSED 2ND STORY F PROPOSED NEW ADDITION OVER �7 • Fv 6 ,, DFCK„ )/ PORTION OF EXISTING 0 \ 7, �,, IST FLOOR. S, . POST 'J,, Z5,, �`d. \ . \ L.P. 0 BE REM•1...`� ` G♦ F,� (. *OA;„ o'�\ POST 0 I G' • \ EXISTING folifil 4.4. . �O DDECKA TO BE CUT �' TISS CK IIS a oeF\ / 1 I STRY O • 6' • DWELLING �O �O BASED ON SURVEY '70 0,, ��� FEL de._ •.•44, #O50.I0 ° \ ���, • SITUATED AT: SOUTHOLD y tip, �,ors1\ oo1 c., `4 o ,s_.‘/ U.P. TOWN OF SOUTHOLD, REMEXISTING ��. � e o4, qs. 0�c 9Ts\`• C9'' = o SUFFOLK COUNTY, N.Y. CONC. �;" •�y �o eo testi• ti LOTS 301-303 INCL. REMOVE , cls. o u'� ��\\OQ MAP OF GOOSE BAY ESTATES EXISTING ... c� �s o •� \ \ 0 FILE NOV. 13, 1934 NO. 1176 SHED �, A <, C5', '' \/ (� �� m •• • FILE# 13-104 6, \oa \ e . \�/ DATE: JUNE 19, 2013 REMOV'\ \ '' NJ AREA: 8,400 SQ.FT. OR 0. 19 ACRES EXISTING • ` 7 CONC. • 'ell_ 'O\ • SURVEY BY KENNETH M. WOYCHUK \'36:4 �` -' �Q P LAND SURVEYING, PLLC / . 6,<`1.t.,7 NIX o •02D` Ii SITE PLAN .W.V. SCALE: I"=20'-0" �5/0 Bldg Dept copy from ZBA Final rewew�,,d documents ZBA Filet, �O Date: McGOEY rev 02/ I 1/2014 FAIRWEAThER DESIGN ASSOCIATES, INC. W/ ROBERT I . BROWN ARCHITECT, P.C. 205 BAY AVENUE GREENPORT, N.Y. 11944 631 -477-9752 (Fax) 631-477-0973 TEST HOLE DATA DARK BROWN LOAM OL FIN.ft.EI_. :C I 0 (0 BROWN SILTY SAND SM LOCKING CATING'0 GRADE MAKE DROP T ACCESSIDLE �UQO;c �� b�c ' \) 7;3' WATER IN BROWN SILTY SAND SM GRADE EL. . OR NFilM1TENANGF O �q, r0 8 WATER IN BROWN SILT ML I.E.7F _ """"do��xr. Il Il s• . I I' i E ---�J y���N • GTti R PROVIDE 01 i C GROSS-OBER PIPES MN. MN E.6.%" 44^-0 4\ 4) (\ A ROVED PIPE $ GW Qa "/ 0•,) WATER IN BROWN FINE SAND 5P �,� �/ " (3EA.,R.OV X 4.75'PREGA5f LEACHING G,AI.LEYS 4 V 17' r A5 APPROVED B"SCDIS ��� // D0 , X70 N WATER ENCOUNTERED 7.3' BELOW SURFACE ,�'A.ER EL. 1.2' I A. 1 500 GAL.SEPTIC TANK PROPOSED SEPTIC SYSTEM DETAIL / R, ,, t E LOT COVERAGE: N.-7.5 /f / \ EXISTING HOUSE: 1413.5 SF 16.8% / - 5 � / EXISTING GARAGE: 192.4 SF 2.3% TOTAL EXISTING: 1606.2 SF 19. 1% • Gam' �,z PROPOSED DECK: 242.0 SF 2.8% ,� 4� 2 TOTAL: 1845.2 SF 21 .9% J PROPOSED NEW \ �� � • PROPOSED 2ND STORY DECK OVER / ADDITION OVER ��g EXISTING CONC. \/ 7�o g j,, PATIO. 1� PORTION OF EXISTING ,S c I ST FLOOR. Si . POST ->+ M. �' O/GL„ \POST , \ I OHO 3Z • i0! • F 6', 11 1110 '3�pti!y \ 9 �6,,,..„, HISS \ F �� 4- DINEWNG� �O /0 • �� ` ,QF�ST� ! D 1050 \ .O BASED ON SURVEY Tp 0 c: c�.o''c FFL EL I O.I. �, <, 0, SITUATED AT: SOUTHOLD �� �c� �, o,�u� •`�" i a TOWN OF SOUTHOLD, ti • \��', ��. 004, s, �, SUFFOLK COUNTY, N.Y. I c. ` 8,., r I A ti� 4f' LOTSLOTS 301 -303 INCL. REMOVE �Fa 40 14 <A\ (�0 MAP OF GOOSE BAY ESTATES IXIETDING ��� 4,, 14 � • FILE NOV. 13, 1934 NO. 1176 •,� G';'1,0`117• / (O cz DATE: UNE 19, 2013 \ „..„. <°', �/ M CC O EY RESIDENCE AREA: 8,400 SQ.FT. OR. 0. 1 9 ACRES o�,c �. c� :,;�C y SURVEY BY KENNETH M. WOYCHUK 'F� \s'S�'P/i- \ P/ ::�.,.1;'` �� ��' T l'�p\ 01 -07- 14 LAND SURVEYING, PLLC '�a� / S.`�y, •v •_ 1-!E /o x1 '0As-b,,, uC) \� 02 �� . ; ,, F.q 0 '+ ''.i.,1('.' * ffAII�WEATbER DESIGN ASSOCIATE5, INC. b°�. 0O/ EX/' 0/ - - `s ;7N+ ��� '� ., , /; W/ KOBEKT I . BROWN ARC-11TECT, P.G. SITE PLAN �� e�,.v" "tiD �,t �� 1 205 BAY AVENUE `` „��r,,,� GREENPORT, N.Y. 11944 SCALE: 1"=2G-0" -1,// ""'" G3 I-477-9752 (Fax) G31 -477-0973 FIN.FL.EL. 10.1' GRADE EL. 9.0' - J.E.7.5 ®I/8W MAX G5' T A! andonment of existing sanitary system must s in I.E.6.83 - c.,mformancc with department requirement Submit completed form WWM-Cas proof. EL 3.3' Y _ I N N 1.2 GROUND WATER. AS PER SCDHS PROPOSED STORM DRAINAGE SYSTEM DETAIL N.T.S. TEST HOLE DATA FIN.FL.EL. 10 I' LOCKING CASTING TO GRADE 1. DARK BROWN LOAM OL DROP TINTENACCESSIBLE CE GRADE EL. 9.0' 5'-6'®I/8'?T. 'rm'1 , 7.6 TOP OF SLAB BROWN SILTY SAND 5M I.E.7.67 1[111‘. �� 9.-4 l/8�-- I.E.7.61'6 u -7.2 TOP OF RING 7. IJZMN. lei] 1I.E.7 I I OUTLET I.E.7.01'^ NOTE:PROVIDE CROSS-OVER PIPES WATER IN BROWN SILTY SAND 5M MIN I 4'0 MIN. OTHER GALLEYS 8' 57, '^ APPROVED PIPE WATER IN BROWN SILT ML aD1P EL. 4.31' EL. 3.98'@ BOT OF TANK EL.4.01 I I' (3EA.)8.5'X 4.75 PRECAST_EACHING GALLEYS 1.2 GROUND WATER AS APPROVED BY SCDHS I.2 GROUND WATER WATER IN BROWN FINE SAND SP o AS PER SCDHS .7 AS PER SCDHS N ,y IEA. 1 500 GAL.SEPTIC TANK WATER ENCOUNTERED 7.3'BELOW SURFACE PROPOSED SEPTIC SYSTEM DETAIL N.T.S. �� LOT COVERAGE: DRAINAGE 0 ^ TOTAL LOT AREA: 8,400.0 SF HOUSE I,425.8 SF AREA OF TIDAL WETLAND: 274.8 SF GARAGE 192.4 SF �OPQ�� V AREA OF CALCULATED LOT: 8,125.2 SF TOTAL I,618.2 S.F 1618 2 SF X 0.17 FT/HR= 275.1 CF O l/ N EXISTING: REQ'D HOUSE 1,404 0 SF PROVIDE(2)8'DIA X 3'6"D. DRYWELLS O� GARAGE SHED 192 4 SF 86.7 SF =295 G CF O w K e�o ,, x CONCRETE PAVING I,280.3 SF PROPOSED �'^ COVERED PORCH 62.8 SF DECK 300.0 S.F. v I • S 5 CURRENT TOTAL 3,026.2 SF 37.2% 300.0 X 0.17 FT/HR= 5 I CF REQ'D. SPRING HIGH TIDE LINE '9 0' 57 PROPOSED PROVIDE 24'L X 18"W X 36"D FRENCH '� 570 HOUSE(-BAYWINDOW) 1,393.1 SF DRAIN = 108 CF OBSERVED .EL. 2.7'-03/2% 1 ' /O•�` ki GARAGE 192.4 SF S, WATER SIDE DECK*STAIR 320.6 SF TIDAL WETLANDS <! COVERED PORCH G2.8 SF BOUNDARY IS EQUAL TO / ./ O'! TOTAL FRGFuSED I,968.9 Sr 24.2% SPRING HIGH TIDE AS �� DETERMINED BY // . SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES . EN-CONSULTANTS ,(0 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 5'NON TURF •d�j J45• °5\ ACCESS PA I BUFFER ►�► �PO���� �J \ • SINGLE: FAMILYT:ESIOENCEONLY ' FIRM ZONE AE EL7 Z C1/ iv- Q• \ . F RM ZONE X tF ',' r� Qy EXISTING CON.PATIO 8DI X 0�Q N/O/�/T y�JS I H �, #A TO BE REMOVED 3'6•D\\ N Q EXISTIN TO DE�1/,,A,' I/U, `4x11). \6 :ANDON.P.AS PER DRYWEN, JZ FILLED `O G . �s 'HS PROPOSEDDI • . 7 40 CELLAE ENT. TO M: IMUM OF , 'MORONS /1/� - Q - MENTS 6, NEW DECK. REMO✓EcEXPIREE THREE YEARS FROM DATE OPA�AL 7l_ I `5` 6", A' #9, c PROPOSED 2ND STORK ,� ' 7- h ' , , ----)s• . POST '�, 8, �� .\ �� cl, 6 ADDITION OVER i '..l,1I ...._1....._:_____ �D0 L lin' �a (o� PORTION OF EXISTING I' I , 1 \POST 8'D" x �� I/ 'I IST FLOOR. i Ij AUG 2 1 2014 ' - 3'6"D. .'/ I --� 1 / DRYWELL / 4,40 )0 ! 7 IS, v;!',�AT/'4�`�'Of THE k \ EXISTINGVRAlls, q of • WOOD DE �1 _'\'"-:,s3 ACTING UNDER�THE '° TO BE , "'•o,�O \ Er:::C`7€OFT-or A LICENSED SSS oVED eF • / /`.'.CfIt-'T_CT.TO;I-TERANY N/O/F/ FINUOLI 9c I STRY '� ;.; J(,;THIS Cr-_�,,1'�flwC IN i, ! <O , / DWELLING '�O °I r1.`J4 -0 T `?RIZED o \ O . �" 6 •i \ , , #1050 FO F -,-- L./,--, '.-.T''/:,-(:'N BASED ON SURVEY '-vc, 0,\ / �� FFL EL 10.1' h , �,- , r' PE SITUATED AT: SOUTHOLD REMOVE pc, `_/�� F �'OQO� C`o '8 • �3`O ly� ` , ChU.P. ':' ` ' ''C`2RDANCE TOWN OF SOUTHOLD, EXISTING ` tic �. �,� 9jF`• ►� SUFFOLK COUNTY, N.Y. CONC. �y �` 0'0 if" So� toy ��'tiF�� oti �EaED ARcy LOTS 30 I-303 INCL. REMOVE Fo ,� Fa 3'°�� -�` '10 *.,O0 t 0�5 SPS I a .7/1, MAP OF GOOSE BAY ESTATES EXISTING cis o _ O eQo FILE NOV. 13, 1934 NO. 1 176 SHED c�,� �,� �, / (� � , FILE# 13-104 �,6 . ��0 d �► n �/ ' 1 ._=;,d1(. * , DATE: JUNE 19, 2013 REMOV \o + T LLE i V l 1f AREA: 8,400 SQ.FT. OR 0. 19 ACRES EXISTING \ Pi 634A ,,,.`•// SURVEY BY KENNETH M. WQYCHU CONC. � `e03 O %` vt _- LAN D SURVEY' ' -or ATiON INSPECTION REQUIRED /.6\5\' °�D� P '"`�� FOR SANITARY SYSTEM � � o2D� P� U L 1 6 2014 BY HEALTH DEPARTINT O, ��j OSIT ' LAN CL 10.7 McGOEY RESIDENCE 7ligtegiVE171) F -9,�;.Vrev 06-23-20 14 SCALE: 1"=20'-0" '1- i - A IEAThER DESIGN ASSOCIATES, INC. JUL 1 8 2014 j ROBERT I . BROWN ARCHITECT, P.C. SUFF.CO.HEALTH SERVII 205 BAY AVENUE OFFICE OF WASTEWATER M .. GREENPORT, N.Y. 11944 G31-477-9752 (Fax) 63 I-477-0973 EROSION &SEDIMENT CONTROLS • Shall include but not be limited to: A well maintained Construction Entrap, - Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive sous. DRAINAGE INSPECTIONS ARE REQUIRED FIN.FL.EL. 10 I' Contact TOS Engineering at 765-1560 before GRADE EL. 6.2' Backfill, OR Provide Engineer's Certification I.E.5 7' MAX 40'�1/8•/FT. that the drainage has been installed to Code. MIMINIMINIMMMII I.E. 5.28' APPROVAL OF STORMWATER MANAGEMENT I yy� m_EL 3.2' CONTROL N -T T. 'n Code C •pter 236 PROPOSED 2 r IN------). 1.2'GROUND WATER Date: �1 /4 r Approved y: v�.:� at %i.' . STORM DRAINAGE SYSTEM DETAIL N.T.S. TEST HOLE DATA FIN.FL.E . O.1' LOCKIDARK BROWN LOAM OL MAKE DROG PTTACCESS GRADE TO FOR MAINTENANCE GRADE EL. 9.0' � s e®u°m : :I .•MN. I I I I 7.6 TOP OF SLAB BROWN SILTY SAND SM I.E.7.G7 s'-.61/45n¢-- I.E.7.61 6=1 I ► 7.2 TOP OF RING 7. la. is 1-E.7 11 OUTLET I.E.7.01' NOTE:PROVIDE CROSS-OVER PIPES WATER IN BROWN SILTY SAND SM �y, MIN "}•O MIN. OTHER GALLEYS 8' "' APPROVED PIPE n 11 WATER IN BROWN SILT ML °D EL. 4.3 I' EL. 3.98'Q BOT OF TANK EL.4.01 11' (3EA.)8.5'X 4.75'PRECAST.EACHING GALLEYS I.2 GROUND WATER AS APPROVED BY SCDHS 1.2 GROUND WATER P AS PER SCDHS AS PER SCDHS WATER IN BROWN FINE SAND SP N N IEA. 1 500 GAL.SEPTIC TANK WATER ENCOUNTERED 7.3'BELOW SURFACE PROPOSED SEPTIC SYSTEM DETAIL N.T.S. �� LOT COVERAGE: v,, r R - • : �` ' TOTAL LOT AREA: 8,400.0 SF P/ (52-- � AREA OF TIDAL WETLAND: 274.8 SF PERSPECTIVE VIEW AREA OF CALCULATED LOT: 8,125.2 SF OP J_ 36' MINIMUM 2 x 2 \/OG N EXISTING: FENCE POST Q WOVEN WIRE FENCE HOUSE 1,404.0 SF (6)(6 - 10/ 10 WWF) i GARAGE 192.4 SF FILTER CLOTH stOpE I O Ow : : e SHED 86.7 SF c 0� C CONCRETE PAVING I,280.3 SF EMBED FILTER CLOTH e r^ COVERED PORCH 62.8 SF MIN. 6• INTO GROUND1:1 f V_ -9 . S 5 CURRENT TOTAL 3,026.2 SF 37.2% NOTE: SPRING HIGH TIDE LINE '9f/ / O. 7 PROPOSED MAXIMUM CRE DRAINAGE ARE FEET 570 HOUSE(-BAYWINDOW) 1,393.1 SF OBSERVED...EL. 2.7'-03/2: 1 • O• GARAGE 192.4 SF SECTION DETAIL 06.\/ WATER SIDE DECK 4 STAIR 320.6 SF SILT FENCE DETAILS TIDAL WETLANDS • �j COVERED PORCH 62.8 SF SCALE: NTS BOUNDARY IS EQUAL TO N / • \ `J� TOTAL PROM:DED DE7 i,968 9 SF 24.2% SPRING HIGH TIDE AS /• DETERMINED BY DRAINAGE /EN-CONSULTANTS 4 HOUSE 1,425.8 SF t {4 Oil-TURF .d�j J�O�G ,,) ACCES/A 1 GARAGE 192 4 SF 0 dt: .) . \ TOTAL I,618.2 5.F BUFFER 4► . P 1618 2 SF X 0 17 FT/HR= 275.1 CF `� � • FIRM ZONE AE EL7 W �- p Ill ‘<, - FIRM ZONE X REQ'D• / S �Q�' ��� .'vW PROVIDE(4)8'DIA X 2'0"D. DRYWELLS ��s`� .,:z./..;,/ _ N/O/F/TROWNSELL =338.0 CF �;�✓` P co 'STING (2)8'DIA. 0 Q < ". . CON.PATIO TO X 2'0 N p EXISTING BASEMENT TO BE PROPOSED ` \d % IN .P.TO BE BE REMOVED DRYWE e J2 FILLED TO GRADE LEVEL. DECK 300.0 5.F :ANDON • PER O 300 0 X 0.17 FT/HR= 5 I CF REQ'D i 5 •HS PROPOSEDilito CELLAR ENT. TO BE /1/,� \ - Q - i NTS 6, NEWDECK. 4 ` REMOVED. DPRAIN =E 108 X 18"w X 36"D FRENCH DRAIN = CF �� I Sg; 6S, s�° r�� C's..,. PROPOSED 2ND STORY s� , POST ›,, , ` cb / <If, ,6 ADDITION OVER �,� r4e1110.4,4, 1\ \A i. �tiT G PORTION OF EXISTING vL' <P05 (2)8'DIA. 1 _r A.,10).0 \ 1ST FLOOR. DRYWELL ` ` EXISTING • I 18"W X 4L . RAIN `may °F ..• ..y �i IT lC 4\nOL1�T90��OF THE A TO BE �� '� �TO \ 9_A;�J 0'� Ni r PERSON, SS,9-70<,, RE OVED �� I 6F / t3'1LESS/°,CTl�3G UNDER THE N/O/F/ FINUOLIT F �, DWELLING �� r'"'==0 9C:71 OFNS. Oe �� \ #1050 OLF \ O / ?r'."T'="-4 T,TO fit):r x:33 ANY BASED ON SURVEY �9 c\ �s FFL EL I O.I' h ° � FT..._-,r r'N 11 fl'- 'S.V,FNG 4N 'lc 0 \ ?iA �. OJT h ` i •h J : HOSIZD SITUATED AT: SOUTHOLD4_ U.P. E'---REMOVEq �o Q , , d'TOWN OF SOUTHOLD, EXISTINGec SUFFOLK COUNTY, N.Y. CONC. 0 !01,,�,.`TF.LOTS 301 -303 INCL. REMOVE0 3D F �o •�`O� MAP OF GOOSE BAY ESTATES EXISTING ISTTING / s •o �,EaEO Agcy �� S'IL :t S, CD Cay tiRT I.6 i1, FILE NOV. I3, 1934 NO. 1 176 „6 �%,F th 8^ � • oq RNerO 4.F FILE# 13-104 \ • �O ' T•�r J� Q DATE: JUNE 19, 2013 REMOV\ '� r * ' AREA: 8,400 SQ.FT. OR 0. 19 ACRES EXISTING \ -Lit, - :4< � �'. / SURVEY BY KENNETH M. WOYCHUK CONC. !8 s'1/45:%1_ N /� ��� --' - , , - ,:I: LAND SURVEYING, PLLC /s\ '6%,<,,f, `� �/ CL 10.7 cGOEY RESIDE SITE PLAN -9�iv rev 09/08/20 14 SCALE: 1"=20-0" FA RA • ER DESIGN ASSOCIATES, INC. W 'OBERT I . BROWN ARCh ITECT, P.C. 205 BAY AVENUE GREENPORT, N.Y. 11944 631 -477-9752 (Fax) 631-477-0973 S.C.T.M.' NO. DISTRICT: 1000 SECTION: 77 BLOCK: 1 LOT(S): 7 a_ #R10-14-0002 C .9.I I. / Z ZF j ' I i + i ii 1 hl m FIRM ZONE cit FIRM ZONE X I Imo! DEC 4 2015 ,, ._.i o AE EL 7 <y LOT 300 I r _ _ I- § I S44°35'20"E \ 140.00' CL 9.7 I 1.7' WIDE CONC. DRAINAGE GUTR U P O _ __ RAIL FENCE 0.4'S aOMON. CONC. WALL ` 1 / \ 1p EL 8., RAIU FENCE 0.6'N 1.4'N - C401- POINT A" POINT"B" EL 4.1 1 / WATER SERVICE A. 9.1' \ EL 6.2 \ v 32.0' 19.7' Co S.T.#t 9.5' 22.5' W �, 1 - • W v o, CATWALK 1 9.4' \17.9' 1 CRAWLSPACE ;n LOT 301 124 p D r� WOOD CA 1 10' WIDE W f EL 6.1 ' )4=.... L.P.#2 20' 1 9 x z o w 1 0��NON-TURF BUFFER (.3 a\ I . I L.P.#3 21.5' 13' x in * I 18.9' EL 9.2 0 _ O 1 J J J r LOT 302 z W d' O I t J I o --.1e" \1 STY FRM. :t POINT"B" �' I L.P.#4 27' 19' Cfl 'it O a 3 ,n i 111111 0 ' 1i DI705OG L , CC o o a --- _� w' L.P.#5 28.5' 14.5' o P 6 I ° ci 4 1 3 i FFL\EL 10.1 a tV 'n v M) * 3 CD z J I I v>vi "'� O I �, _ ow O _ � \ I 3W " - _ o - '� o 1 M.H cv\i in LOT 303 I SPRING HIGH TIDE LINE OBSERVED I 6) 3 I , _ 13.1' 1 v tit ELEV. 2.7 03/28/14. s N 1 72 9 Ei. 6.2 17.9' EL Ob�-=„A„ 41 TIDAL WETLANDS BOUNDARY IS EQUAL TO SPRING I." 1 \ ITV I IL 10.7 HIGH TIDE LINE AS DETERMINED BY N 1 18.5' EN-CONSULTANTS. 1 EL 4i4 2ND FLR. BALCONY FRM. o GARAGE 4 DRIVEWAY I MON.1 GF EL 9.6 25.4' b W.V. HICKORY AVE. 1 0.8'S! POST POST EL 6.1 EL 3.7 N44°35'20"W t.6/EL 8.5140.00' CONC. RAMP 10' WIDE PASSAGE TO BEACH REMAINS OF ASPHALT WALK RECEIVED POST & ,F RAIL ENCE ALONG LINE I ,D _e-0_, h n PILE o I '3'S ODS• WALL 1 CL 10.4 NOV 1 d 2015 STONE DRIVEWAY LOT 304 SUFF.CO.HEALTH SERVI SES I THE WA TER SUPPLY, WELLS IRGT. _ LOCATIONS SHOWN ARE F Iri:.... I J .. _ - r;:_:_ :'C.e. D AND OR DA TA OBTAINED FROM OTHERS. m FIRM PANEL 166H ? � a�� 1 �02 ! 0 AREA: 8,4G0.00 SQ.FT. or0.19 ACRES ELEVATIONDATUM: NAVD 1988 !;-14,. 0 11F ;:r4f!- C:.�r'SLi and wla s;,;; �ia-i:ititu at Immial have been 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY ,,--;C:;_,d ar,;j/or ner-Wied b„yhi;t''.Epart-r--.t c: Crc':? S'n'.ics and found to MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN be satisfactory FOR A h'AY.KLit.',OF,Ai 3i_3iiC'J^:iw• ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION "^ LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ��" NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS Waiter J +iib �'. Ct AND/OR SUBSUPFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TTM£ OF SURVEY C"ic3 of':".�stewater Management _ _ __.�__ __- SURVEY OF: LOTS 301-303 INCL. CERTIFIED TO: DANIEL JOHN McGOEY; - MAP OF: GOOSE BAY ESTATES MARIA CAROLINA McGOEY; + FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; SL'bJ�C'S iJ l.OvcN.+�1� (.1, 1•« ttl. i;U: �Itick /01'1?( p FILED: NOVEMBER 13, 1934 No.1176 �J S•does not rrQda►u�rdr~UF2I CITIMORTGAGE; ( 4 5 SITUATED AT SG'v'THOLD TOWN OF SOUT!-IOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REMOVE CONC. WALL 10-24-15 SUFFOLK COUNTY, NEW YORKf Professional Land Surveying and Design ect.v.411X, W ADD SANITARY 07-30-15 lo& P.O. Box 153 Aquebogue, New York 11931 FINAL SURVEY 06-22-15 PHONE (631)298-1588 FAX (631) 298-1588 FILE # 13-104 SCALE. 1"=20' DATE: JUNE 19, 2013 N.Y.S. LISC. NO, 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Wojchuk o��pF SOii,j- - i o : Town Hall Annex tiirjig; Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P 0 Box 1179 G Q$ Southold,NY 11971-0959 ��OOUNT(,v ' .•iP July 31, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Seifert Construction PO Box 1407 Mattituck NY 11952 Re: McGoey, 1050 Oak Ave, Southold TO WHOM IT MAY CONCERN: I c `P l The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: -164 Note: Ground Cover Required ' C�o'� p U- .ii4-Application for Certificate of Occupancy. (Enclosed) 5 - -moo r I i t l b Electrical Underwriters Certificate. — ��� � C� A fee of$50.00. inal Health Department Approval. i' I' Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 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. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39176 -Addition/Alterations REScheck Software Version 4.5.0 0 Compliance Certificate Project McGoey Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone• 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1050 Oak Avenue Dan&Carolina McGoey Ian Fairweather Southold, NY 11971 Fairweather Design Associates 205 Bay Avenue Greenport, NY 11944 477-9752 admin@fairweather-brown.com ompliance: Passes using UA trade-off Compliance: 12.6%Better Then Code Maximum UA. 470 Your UA. 411 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Glazing Cont. Assembly or R-Vailue ty R-Value or Door UA Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,097 22.0 0.0 0.042 88 Wall 1:Wood Frame, 16"o.c. 772 15.0 0.0 0.077 25 Window 1:Wood Frame:Double Pane with Low-E 172 0.300 52 Door 1:Glass 270 0.300 81 Wall 2. Wood Frame,16"o.c. 1,532 19.0 0.0 0.060 92 Ceiling 1: Flat Ceiling or Scissor Truss 2,097 30.0 0.0 0.035 73 Compliance Statement: The proposed building design described here ist'"'i„^i s7:,►-' il.' g plans,specifications,and other calculations submitted with the permit application.The proposed buildi •" I._: �. eet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4. f •I rtv, fly 7f.7..0 '1 _ andatory requirements listed in t e REScheck Inspection Checklist... �'i t-1 1 cr. �} � I AUG 1 9 2014 Nm��eltill Signatu .► •_� Date IA,' Project Title: McGoey Residence Report date: 08/19/14 Data filename: C:\Users\FrontDesk\Documents\REScheck\McGoey Res check.rck Page 1 of 1 ciREScheck SoftwareInspection VersionChecklist 4.5.0 Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re..ID 103.2 Construction drawings and ❑Complies [PR1]1 documentation sufficiently ❑Does Not demonstrates energy code ONot Observable compliance for the building envelope. ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not (PR3J1 demonstrates energy code .i compliance for lighting and :Not Observable mechanical systems.Systems ❑Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2P sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not Ai; on loads per ACCA Manual J or Cooling: Cooling: :Not Observable other approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McGoey Residence Report date: 08/19/14 Data filename: C:\Users\FrontDesk\Documents\REScheck\McGoey Res check.rck Page 2 of 7 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 Exposed foundation insulation ❑Complies [F011]2 protection. ❑Does Not DNot Observable UNot Applicable 403.8 Snow melt controls. ❑Complies [F01212 ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McGoey Residence Report date: 08/19/14 Data filename: C:\Users\FrontDesk\Documents\REScheck\McGoey Res check.rck Page 3 of 7 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.4.4 Fenestration that is not site built DComplies [FR20J1 is listed and labeled as meeting DDoes Not AAMA/WDMA/CSA 101/1.5.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16J2 sealed at housing/interior finish Does Not *I> and labeled to indicate&It;= 2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply ducts in attics are R- R- DComplies [FR1211 insulated to R-8.All other ducts R_ R- ❑Does Not $� in unconditioned spaces or outside the building envelope are :Not Observable insulated to R-6.Not applicable if ❑Not Applicable all systems are ductless. 403.2.2 All joints and seams of air ducts, DComplies [FR13J1 air handlers,filter boxes,and ❑Does Not building cavities used as return ducts are sealed. L Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as DComplies [FR15J3 ducts or plenums. ❑Does Not ['Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- DComplies [FR17Jz above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to R-3. :Not Observable ONot Applicable 403.4 Circulating service hot water R- R- ❑Complies [FR18P pipes are insulated to R-2. ODoes Not :Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are DComplies [FR19J2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McGoey Residence Report date: 08/19/14 Data filename: C:\Users\FrontDesk\Documents\REScheck\McGoey Res check.rck Page 4 of 7 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 All installed insulation labeled or OComplies [IN13P installed R-values provided. ODoes Not ONot Observable ONot Applicable Additional Comments/Assumptions: 1 !High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McGoey Residence Report date: 08/19/14 Data filename: C:\Users\FrontDesk\Documents\REScheck\McGoey Res check.rck Page 5 of 7 Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2, Building envelope tightness ACH 50= ACH 50= ❑Complies 402.4.2.1 verified by blower door test result DDoes Not [F117]1 of&lt;7 ACH at 50 Pa.This requirement may instead be met ['Not Observable via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies [F18]2 gasketed doors and outdoor ❑Does Not combustion air. 4.0; Elliot Observable ONot Applicable 403.2.2 Duct tightness via post- cfm cfm ❑Complies [F14]1 construction with maximum ❑Does Not to, of 8 cfm to outdoors,or 12 cfm across systems.For ❑Not Observable rough-in tests,verification may ONot Applicable need to occur during Framing Inspection,with maximum leakage of b cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [FOP installed on forced air furnaces. ❑Does Not ❑Not Observable ONot Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FIlOJ2 on heat pumps. ❑Does Not ONot Observable ONot Applicable 403.4 Circulating service hot water ❑Complies [F111]2 systems have automatic or ❑Does Not accessible manual controls. ['Not Observable [Not Applicable 403.9.1 Readily accessible switch on ❑Complies [FI12]3 heaters for swimming pools. ❑Does Not kr ❑Not Observable ONot Applicable 403.9.2 Timer switches on pool heaters ❑Complies [F119]3 and pumps are present. ❑Does Not a' ONot Observable ONot Applicable 403.9.3 Heated swimming pools have a ❑Complies [F120]3 cover.Covers on pools heated ❑Does Not over 90 QF are insulated to R-12. ❑Not Observable ONot Applicable 4013 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ONot Observable ONot Applicable 303.3 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not k�, equipment have been provided. f1Not Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McGoey Residence Report date: 08/19/14 Data filename: C:\Users\FrontDesk\Documents\REScheck\McGoey Res check.rck Page 6 of 7 I 1 'High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title. McGoey Residence Report date• 08/19/14 Data filename: C:\Users\FrontDesk\Documents\REScheck\McGoey Res check.rck Page 7 of 7 U/ 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Wall 19.00 Floor 22.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 Door 0.30 Heating &Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments I 2 3 4 5 6 7 8 9 10 II 12 13 14 I 5 16 I 7 ISSUES/ REVISIONS C4 div 1'0 Zit FIN.FL.EL. 10.1' t` K..... 4 GRADE EL. 9.0 I.E.7.5 " MAx 65'9 1/a'/rr. -+. POSII ` 1 I.E.6.83 M n EL 3.3' 1-ilAh71_ FA,71_ N N 1.2 GROUND WATER PROPOSED STORM DRAINAGE SYSTEM DETAIL PER5CDH5 L • L _J N.T.S. / 2'-G" 21-6" (V V TEST HOLE DATA FIN, FL. EL. 10.1' m 12"CONC. SONOTUBES PN 2'0"X 1� J LOCKING CASTING TO GRADE DARK BROWN LOAM OL MAKE DROP T ACCESSIBLE 7'-3" 7'-3" 7'-3" 71-3" ISI � 2'O"X I'O"D. POURED CONCRETE 1' FOR MAINTENANCE X f / GRADE EL. 9.d M" FOOTINGS (11 P) 5•-6•o uavrc 7.6 TOP OF SLAB I. ' -1 � I I ____d LE.7.67 e'-4.g!!mfg.,- e BROWN SILTY SAND SM I 7 I 1 7.2 TOP OF RING I.E.7.61 _f 16 - NOTE: PROVIDE CROSS-OVER PIPES \ - -Ai-- - - \ - - - - - - M, . l I.E.7.1 I OUTLEI I.E.7.01' OTHER GALLEYS I I '''� 7.3 MIN _ 4"®MIN. I�1 J I _ Lu J L _J I� WATER IN BROWN SILTY SAND SM FLOW m APPROVED PIPE 8' ""-r 10'DA EL 4.31' p WATER IN BROWN SILT ML EL 3.98'@ EOT.OF TANK EL.4.0I I I' (3EA.)8.5'X 4.75'PRECAST _EACHING GALLEYS 29'-O" 12 GROUND WATER AS APPROVED BY SCDH5 .2 GROUND WATER,_ WATER IN BROWN FINE SAND 5P AS PER5CDH5 A5 PER SCDHS 1141, WATER N I EA. 1500 GAL.SEPTIG TANK WATER ENCOUNTERED 7.3'BELOW SURFACE PROVIDE 4 EA. 241 6-F ENGINEERED PROPOSED SEPTIC SYSTEM DETAIL EXISTING CONC. PATIO TO BE REMOVED. N.T.S. Fa REPAIR BLOCK FOUNDATION FLOOD VENTS FROM FLOOD SOLUTIONShi WHERE CHIMNEY I5 DEMOLISHED. @ 362 5.1. NET OPENING EA. FOR TOTAL TO BE REMOVED. 1260 SF SLAB AREA. (TOTAL 1448 SF LOT COVERAGE: DRAINAGE EQ g_0 COVERAGE BY VENTS.) EQ A/ - TOTAL LOT AREA: 8,400.0 SF HOUSE 1,425.8 SF \ .` k X )' • V AREA OF TIDAL WETLAND: 274.8 SF GARAGE 192.4 SF I---� ifE � / ,y//////7// 0 • \ ( AREA OF CALCULATED LOT: 8,1 25.2 SF TOTAL I,6 18.2 S.F. I 1 I -QTY lam' pOG(� 1618.2 SF X 0.17 FT/HR= 275.I CFEal EXISTING BASEMENT TO BE FILLED N EXISTING: REQ'D. TO ELEVATION 6.2'(APPROX. 3'-O"), <;1 HOUSE 1,404,0 SF PROVIDE(2)8'DIAX 3'6"D.DRYWELLS PROVIDE (6) FLOW-THRU'S (EXISTING BASEMENT 6'-6" �� .� GARAGE 192.4 SF =295.6 CF LOCATION TO BE DETERMINED. FILL TO BE COMPACTED AND UNDERSIDE OF JOISTS TO SLAB.) WI Crib ri w - e SHED 86.7 SF COVERED WITH 2'TH, RAT SLAB. 0► O �OCCONCRETE PAVING I,280.3 SF PROPOSED I� COVERED PORCH 62.8 SF DECK 300.0 S.F. -111-.1 REV REV AUGUST 19, 2014 0 C1 . S 5 CURRENT TOTAL 3,026.2 SF 37.2% 300.0 X 0.17 FT/HR= 51 CF REQ'D. � EQ �, EQ EQ J, EQ 2 ; PROPOSED PROVIDE 24'L X 18"W X 36"D FRENCH R WM SPRING HIGH TIDE LINE •`/' /. / Q• 57 PROPOSED HOUSE(-BAYWINDOW) 1,393.1 SF DRAIN = 108 CF I EXISTING STEEIL POSTS I I'I UJB.WISING rWM OBSERVED-EL. 2.7'-03/28 14 i0' GARAGE 192.4 SF REMOVE EXISTING TO BE REMOV_-D. ALL FLU,.;TNG WASTE / Si WATER SIDE DECK*STAIR 320.6 SF /' �1 TIDAL WETLANDS O� COVERED PORCH 62.8 SF BEAM AND U I TESTING BEFORE COVERING PING VW REPLACE WITH r1 F (� &WATER LINES NEED Tp, REV AUGUST 8, 2014 BOUNDARY 15 EQUAL TO / TOTAL PROPOSED I,968.9 SF 24.2% NEW. I 1 ` 621 J O I JAN, 09, 2014 BID SET SPRING HIGH TIDE A5 � / - IEN-CONSU • DETERMINEDANTS BY //' �o' ' CONC. PATIO r 5-3/4"x7"BEAM �• �I O "/ • '6 PROVIDE CRAWL 5'NON TURF "/ °�G RK�� ACCESS PAL �� L _J x 16'x 1 6 CONC. N T SPACE ACCES$ BUFFER 1 PO S' �� 3'-0"x31-0N1'-01) BLOCK PIERS. / WHERE EXISTING r'.� ,� FIRM ZONE AE EL7 / DOORWAY Is. PLUMBER CERTIFICATION ALL RIGHTS RESERVED " FIRM ZONE X FOOTINGS. -� c2013 Pte,~ °� ' 3'-0"x3'-0"x I'-O"P / 9'-6 1/4" /�/ I ON LEAD CI'WTENT BEFORE ell / � S� z� N/OlF/TROWNSELL Qy ��`�•� EXISTING CON.PATIO 8'DLA.X 0 QL r PROVIDE 1,2 S.F. MIN. FOOTINGS. SERVICE AND ARE ANHE PROPERTY OF �° �� TO BE REMOVED 3'6'D, N p EXISTING BASEMENT TO BE OPENING AT SLAB LEVEL �r EXISTING REMOVEDANEL CERTIFIC�� i,r OF OCCUPANCY THESE PLANS ARE INSTRUMENT OF '��pP' EX:TIN P.TO BE DRYWEL �' FOR 174.2 5.F ._ SOLDER L! :{1/9 IN WATER THE ARCHITECT. INFRINGEMENTS WILL • J FILLED TO GRADE LEVEL. :ANDON F A5 PER PROPOSED l` CELLAR ENT. TO BE CRAWLSPACE AREA I /� I SUPPLY 8`.'S;r M CANNOT BE PROSECUTED. \ SC HS 41) gaSD 2/10 t 1 r,r 4, �R -EQDREMENTS 6, NEW DECK. REMOVED. \ EXCEED�/1 t, l� LL:AD. 6r' 1= X57. -„ �,� / 3'-0 1/2" 0-7" 2'-8 3/8" ' Ste` Gam O ,_� 0, PROPOSED 2ND STORY / / / CNI Si POST - c9, a� 9 ADDITION OVER PROVIDE 3.2 S.F. MIN. L ���T Co' ` PORTION OF EXISTING CRAWL SPACE EXISTING CRAWL I OPENING AT SLAB LEVEL Qx, \ �iw� SPACE, FOR 449 5.F CRAWLSPACE �j, \,POST 8'DI X ,At \ 1ST FLOOR. O (EXISTING EL. 5.2'). ' , CONSTRucl-loN 1 AREA - 3'6"D. ,4� UNKNOWN. . DRYWELLilii / oO L I \ r+ i0/�o \ EXISTING ' RAIN 0 �� 4'-4"UNDERSIDE OF N• CRAWL SPACE * . iV C�:�ESrj�q W0 6E DE `� '► �o TOe \ JOISTS TO SLAB. ao : ;-, :-7J: - _ . .ND CONDITIONS O'F 'N/O/F/ PINUOLI SS• RE%4 VED i STRY SPF • '� AND BEAM. _ JOSTS TO LAB,OF / f �pFr F� Co RO NEw BEAM -c( ..._o SOUTHOLD TO NZBA ', O \ D#050NG OLS \ N ,_....... 11 rErmaBASED ON SURVEYeh c\ �to,,,,_ FEL EL 10.1' h ° �� 0O 2"x6" @ 16"o.c. . . .. __. SOUTHOLDTOWNPLANNINGBO1�F,a law r • SITUATED AT: SOUTHOLD c ►, • c,?" 000 �, / �0 •�� U.P. RAISE ELEVATION TO fn j ,, ‘- SOUTHOLf 1�r,,. , I,IcTEES um E TOWN OF SOUTHOLD, REMOVE \lil '�` `e O�Gc e� �Q, q��\��4, 6,2"(APPROX. l'-0"). N _ SUFFOLK COUNTY, N.Y, CONEXISTIIC. �� ST `� o�w ���` . oy - IMMO - 1 6°x 16° coNc. _ 10T� 9 pi 2��\ 0 + 16"x 16" CONC. BLOCK flERs. LOTS 30 I-303 INCL. REMOVE �o Fro 3D �= ao .�\0 MAP OF GOOSE BAY ESTATES • EXISTING I TNG /' G�974,s '0 - / _ / BLOCK PIERS. ?` - � • c 7 ' Arc% (UO \ I 4' s CLIENT/OWNER PILE NOV. I3, 1934 NO. 117G ��GF a ^ L sitl FILE# 13 104 \ 6 \o T•�T I ' (V ' -3'-O"x3'-O'k1'-O"D EL. 6.2 1 FOOTINGS. p - E I a DATE: JUNE I9, 2013 REMOVE\ 4/Gs, # '' \ FOOTINGS. �2-10 I/4 •• C'r--,A_ -c -T, �9 ~aF. , AREA: 8,400 SQ.FT. OR 0. 19 ACRES EXISTING �. Py , 'E'er ' C j� . , I h: �...: , swoo CONC. � c�� .l0 \ • \`� \�/ N - SURVEY BY KENNETH M. WOYCHUK �s�c'ss L� 0 ig � 1 LAND SURVEYING, PLLC �yL --� f. ' �(� oI9/1>c �� 12"0 SONO TUBE 3'-5 3/4 1� O Gj ON 2'-O'x2'O"xI'0" )1' • McGOEY D O, "'J� CL IO FOOTING. • '�°I RESIDENCE SITE PLAN - APPROVED AS NOTED Eno ,9'yf�V L_ I i EXISTING CRAWL SPACE TOIREMAIN A5 I5. l'' 11� 1050 OAK AVENUE SCALE: 1"=20'-0" /'<C`�0 4'TH. REINFORCED CONC. DATE_____ B.P. 3 9/7,6 rr� SOUTHOLD, NEW YORK • ,�j SLAB WITH HAUNCH. �� PA 11-• FEE: �35Q 40 BY L .� PM AM NOTIFY BUILDING DEPARTMENT AT - 765-1802 8 AM TO 4 PM FOR THE WI FOLLOWING INSPECTIONS: EXISTING PIERS 1. FOUNDATION TWO REQUIRED I PROJECT TITLE AND BEAM TO FOR POURED CONCRETE REMAIN, 2. ROUGH-FRAMING,PLUMBING, cia' 1STRAPPING, ELECTRICAL&CAULKING 3. INSULATION ri' RENOVATIONS C 4. FINAL-CONSTRUCTION &ELECTRICAL SI; MUST BE COMPLETE FOR C.O. '.. AND ADDITION ALL CONSTRUCTION SHALL MEET THE I REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. DRAWING TITLE . r WO New SITE PLAN AND 'if) FOUNDATION PLAN C t ,. . , ie.,k fry --.�-- rh/ 15 _ .�. , :i{! / r Q rT PRINT i (� �I R T DATE SCALE �. '��`'T)"�"; ;/ AUG 2 G d_../ AS NOTED ISSUE FOUNDATION PLAN MAY 22, 2014 _ - �1:1---7:,,,,, \ MI DRAWING NO. /� 1 i I"/' 9ji!Ti./'?TiS:,'I'-�'i=T¢fC C?\5"� '?�`,_,! SCALE: 1/4"=1'-O" /1 1.�v`f�� al.f1'E'F�f FSO`3, MI �• �O� �\�\\ ��..,,1 ell A\ 11 l.'k•:L_!:uSr <`T':c'+1 G UND 4 TUE 6 �\ E,:Fr`R i'e�.rf`!i2 [�/ I6�' !-!C'r'y \. �`�. ,C ll. C.:t,TOALITERAN9Y r Ps r'7'70,FLY'I...r-D.f7,:rD \'',, ,-,N, .-:' : 0 A , ., , ..„, , OMNI f: C r� REF. NO. r Tt; in meet f; . . ._1 ,... CO I 3 r;--7J . . crop,,�� -1'i: 1 f Y .]_ ,/J , ,-Ji that the L:. iLi_:: has been installed to WOO: 2 3 4 5 G 7 5 9 10 II 12 13 14 15 IG I I 7 ISSUES/REVISIONS ^Z k IND v 1 ;` K;.. ,bi, y 30'-0" ., M r J • :3U'-U" / ' 11 / r \B _ 4 __6\41_7 •w V J a - STAINLESS STEEL WIRE RAILING SYSTEM. • 15'-9" I RAISE EXISTING PERIMETER owow TO PROPERTY LINE o WOOD DECK WALLS 12" WITH (3) I -4"x I I -7/8" I PM PM c PARALLAM PSL. .00 5/4"x4'. MAHOGANY DESKING CONC. PATIO Q B i /.2,,L3_,±__ \ 10'-0" �,I'-4"4°' 0" INSWING F/DOORS xl'-4' , 10'-0" / A4 A4 r u imi / ( 3 I EQ EQ (2) EQ EQ E I I/ / l'(4) //-RECONSTRUCTED AS 2"X �// �_ • ,• 6 TO HOLD NEW DOORS J L • _ _ mow • I t`O (3) I a"x 118" 2 OVE, / 3" Z EPDM RUBBER ROOFING OVER 3/4" NC • (3) I a x 11-8" 2.OE w PLYWOOD COVERED WITH 5/4"x4" MAHOGANY PARALLAM PSL. PARALLAM PSL. cn PROVIDE ALOWANCE FOR Q DECKING, SLOPED AWAY FROM HOUSE I/4"'/FT. \ �. U BUILT-IN BOOK CASES. CD .611 tu O 3 I'-I I I/2" g I / Q m BALCONY WINDOW WELL VIIIIIvA `— m o U PREFABRICATED �` f * 0 liE 0 1- \ I----L 4 EriP \ EL " LIVING ROOM D w N• O CHASE FOR GAS w ! Iv▪ l --� • I"x6" WH(TE OAK FLOORING �ip I [ FIREPLACE. cii) r----, DINING AREA FINISHED3 CTS. OILBASED = @ _ "x6"WHITE OAK FLOORING, SEAL=D POLYURETHANE. x v WITH (3)CTS. OIL POLYURETHANE. OO ( , AO I�■I• 1/2" GYP.BOARD TAPED m " U m r G SPACKLED AND PAINTED. 18-5 I/2 // 2'�0" // 10' I I" / REV AUGUST 8, 2014 C7 • NEW CEILING HT. 9'-0". I 1 "-' I•-1/2"TH.BLUESTONE I ' }j I/2" GYP.BOARD TAPED ! • FLUSH HEARTH. O �� _y SPACKLED AND PAINTED. - I_fi DC o I I w „.).,31\1},7jjj""" - U O v O STUDY/ , O O O O BEDROOM A ©2013 EL w r ALL RIGHTS RESERVED 'n 0 MASTER /I� !-' o m BEDROOM z ( . / THESE PLANS ARE AN INSTRUMENT OF _ -/} lLJU 18 Ii1 0 � SERVICE AND ARE THE PROPERTY OF _ i '-3 1/2” I k \ E THE ARCHITECT. INFRINGEMENTS WILL w E1 ; . OM -r,�lMBE PROSECUTED. 3 if.; f Ak N I + SET, WAINSCOTTINGOTO 16 C - FLUSH BEAM �\\O� ft III vise (2) 34"x114," 2.0E PARALLAM LVL DROP BEAM Y�� POCKET POCKET @8'-0"A.F.F. I \� DOOR R ,/ DO - - j _ ,I- — — ---1: 0:-.)11-_, .. �� I .EGRESSO_ R `�:�--=�O -I� Imo ` / MECH. !- — CLOS T 1 _ °� ��—�,..,. ., MASTS BATHRJOIv \ 1 -♦ \ 2'-0" / cu © � -� _ CLOSET \ • Z CLOSET ®8® fr 1 �_-. ,,: CERAMIC TILE FLOOR Ar D i \ E /p 5'-°'/ .✓ == ! .v FULL_LIT.T. It\ SHOWEP.. e I - _ ® / 5/8"GYP \ / -IA � I I'-I I/2' O 15 L A CLOSET o ►'OP BEAM ✓ q� n WALK-IN CLOSET n P` A 3'-7" / 2'-O" / q 3' 7° BOARD ;,- @8'-O"A.F.F. 1 5R 8" BEDROOM I l` A4 // / , i� ,� ' 1� o J PO I �� CO OPEN TO BELOW 9' 7" PO • m / / 0a® ®S,® / �� 3,_3,, -� 7'-I" 3' 3° I REFINISH I Noo \ OVAL MAHOGANY _/! �j _7 t� i/ LINE OF CLOSET EXISTING FLOOR • _ A HANDRAIL WITH O / -� REPAIR WALLS>� c\ Q• X g 15 TAPERED BALUSTERS. r WALL ABOVE. / mi, (• `" 19 F-- 5/8 x4" _ L / / CEILING AS NEC. w I CENTER BEAD Co w " ►▪ , IL WHITE OAK TREADS ISI Uw' I _ CDOO '= FOYER D AND PAINT. _ N QH WITH PAINTED fISER MIN / I 13' 3" d ( CATHEDRAL CEILING. a� z. , w TO 3'-0"1 I-i. FRAMELESS / 4'-0" I MN EQ EQ 6-- — — ,• i GLASS SHOWER , I MSI / I I ,� / I "/ (2) I a"x 118" 2.0E PARALLAM PSL /1 DOOR PANEL. \ IL / + LINE OF FLOOR% i,i 1/2 CEMENT BOARD I L} 411, A4 L r UI / TRANSITION. A SEALED WITH RED GUARD I® CLIENT/OWNER ° / _` I \, _ — �/ 9 A4 FLOOR WALLS. q.RIDGE DOOR BELOW10111 r/)214 I /A �V//� HEADER Flo-- - iYYICi) N raii (2�2x8 i 5'-6„ i� COVERED ENTRY PORCH LAUNDRY ' ' A4 25) Aft ' W BRICK ENTRY SET ON 4'TH.CONC.PAD ' SHOWS'ik_dira_TEE, IPA `' ./ 1-1 /I + - IIIA I O I PA A McGOEY - II STRIP ALL FIXTURES RESIDENCE '/ I 0 ' FITTINGS AND TILE, �r`��� AND INSTALL NEW ;O 1050 OAK AVENUE �/� �� PEI I �'/ rte' • , ( II TILE$ FIXTURES BY r....1 SOUTHOLD, NEW YORK _ ®* AA • , u M, 7„. II'-2" r 5,-1., .\ SECOND J LOOK i-2\ 1.0 Q B , SCALE: I/4"=I'-O" A i� A4 A4 1'%! sow PROJECT TITLE / ii• I"7. I_iID 7 1 LINEN BEDROOM 2 r i , RENOVATIONS C ow- 141 REFINISH EXISTING FLOORS = REPLACE CROWN $ BASE AND ADDITION rm MOULDINGS - AND REPAIR. ) ) P M /▪eA DRAWING TITLE 0I U 2'- Now g 1/2 11'-4" p r GROUND FLOOR AND 11 fT ' '" "` "``a 'i r SECOND FLOOR PLANS ' 4 trc-t I-;'E RSA I-F...Alpih..N,,P� v,„„..,-...„,s.CflNG UNDIE`1 IT-: _ ED CSI , 'C I0p;:OFA LICENSED' . 0010 ArCH!TEaC.T,TO ALTEF ANY B rittl. or,!TH'::7 Dr:l,�"+;G^:"C IN rin imi PRINT DATE SCALE f }'1 AS NOTED D.''::SCI',,7;"_:)€F';/CC�Oiie:'AXCr- ISI GROUND F L O O K i %1"IT[-;•f•;,T L ..V ISSUE AIS MAY 22, 2014 Pwl SCALE: I/8"=I'0" 2' A DRAWING NO. 141 r 'coA.D Aft,i; Iml &c') 9) ',A ‘. sieli \b 0:&63) w L N, \it.( if 7:z6..,37.--0. 3�1 QA A 4- \ _ ,,F Niel 0144 r� REF. NO. • !1,1;r:: 1 2 nr,4:` 13 I 2 3 4 5 G 7 8 9 1 0 11 1 2 1 3 1 4 1 5 IG 1 7 ISSUES/REVISIONS 414 If: t` A., 1 L'' K ,iii �` 1 M r 40 YR. ASPHALT • SHINGLES OVER 301b. BUILDING PAPER. .. "till .r J 1~ ..., • IVO Will OA• Wil Aft• VW 10.ii s 1' FIN.FLR. 12 WM WM H ---,G I"x6" AZEK FASCIA. )i_, . • I"x8" AZEK FRIEZE BOARD WITH SOLID I CROWN. 18"YELLOW .. iy 3-1/2" SPRUNG jyr Idillik SRUNG CROWN ON CEDAR I"x6" FASCIAS ON ver SHINGLES WITH II GABLE ENDS (TYP). A MEI 5-1/2" .. EXPOSURE. 1____ T AZEK 5/4"x4" ►i WINDOW CASINGS I- 7"SO. HB4G WITH SOLID CROWN - ^ PERACAST TOP MOULDING. /v_ COLUMN. r FIN.FLR. I lil 11 I l I I 1 1 1 1 l • V\ \ T GLEN GERY 1776 DANISH BLEND TABLE 10" AZEK WATER LE WITH DRIP CAP. BRICK STOOP SET ON CONC. SLAB. PM ©20 13 ALL RIGHTS RESERVED letili THESE PLANS ARE AN INSTRUMENT OF j/1 SERVICE AND ARE THE PROPERTY OF SOUTH ELEVATION / I 1111 THE ARCHITECT. INFRINGEMENTS WILL PPA EI THE PROSECUTED. SCALE: I/4"=I'-0" AV 11 Aftr cci , • • r - W•I lk rim 41 7',... E ..,,.., ,.., .., MIMI F 1 40 YR. ASPHALT r AO / SHINGLES OVER 301b. Al ..--- BUILDING PAPER. --- CLIENT/OWNER / / w powoftr ImlM • McGOEY � " RESIDENCE 1050 OAK AVENUE imi ; , SOUTHOLD, NEW YORK M imiA r milFIN.FLR. N44411444111114044 ▪ PROJECT TITLE 1"x6"AZEK FASCIA. I • s 1"x8" AZEK FRIEZE 1 �I I r STAINLESS STEEL L BOARD WITH SOLID 1 I- - WIRE RAILING CROWN. ■■■ RENOVATIONS TRAND ADDITION SYSTEM WITH 18"YELLOW CEDAR ■■■ r tit 4"x4" CLEAR SHINGLES WITH II 1_1 _ CEDAR POSTS- 5-I/2" EXPOSURE. —I — TO BE STAINED. u DRAWING TITLE M-I 111.11111111111 AZEK 5/4"x4" ` ELEVATIONS WINDOW CASINGS r WITH SOLID CROWN A r' TOP MOULDING. FII�FLR. (T IS A�P C �"T1O OF THE rz NOTED, gat FOR ANY r , FIN.FL LI I I r �, 1'F' ,,C?r,, uI4L .., �:�.:• •-., ,,,,„ �� R C3IRECTIO^ IC Tf: ; V i iia IL iii ii 11 n iii 11 11 II ii 11 illi ii II 11 11 11 n ;t" n s��'�� !w Lt� Gs�F'� 5/4 x I O' AZEK WATERA."CFi19?ECT 7 O,e,?_T ,''�t 4'Y' II II II II 11 II II 11 II II 11 II 11 11 11 11 Il II II II II II II II y �� niuuuunuuuuuu ]]Ia TABLE WITH DRIP CAP. ITEm Q,eO!-2 �,�,y Gr* u u i Ji u u u i•iNiMi•ui•i•i�i•iNui�in•i�i•i� — pS fl I PRINT DATE SCALE Jnr mrrnrn ��rn=n TILE n n u IT iF — I.LTER T RNY"� '. '3I OF?pi i 0 i w, VITT-fill�n 1I7iTnrrn�� urn .LT `fiTp�S ,�MUST AS NOTED ..d��"� II ILII U Il II II II ll Ii u n u I II II II II In] II II II II II II II 11 II II II OT ,SCALED, ��� le l Dd O�rprC3 I;o ACCORDANCE ^ ISSUE WITH T H`i .r AW MAY 22, 2014 WEST ELEVATION __ ImiC62‘ -- FIR DRAWING NO. SCALE: 1/4"=I'-0" 3 fc; ~ iP_i,„0'77,:.; NO r..-.4 I . 101 I PM \.3 .. - A \,..„...,,,-to \. 8.41 Q. 1.0 M NI,,... III i� REF. NO. AUG1 2 201;4 13 I 2 3 4 5 6 7 8 9 10 I I 1 2 1 3 I 4 15 I 6 17 ISSUES/REVISIONS eAAt t• 411)I tr K,.1111 -14 I Poll 40 YR. ASPHALTelf SHINGLES OVER 3OIb. NowBUILDING PAPER. • Ili NEW WINDOW L C I J III , ..., ,N -1 tig Q `� \ / I �. EXISTING GARAGE 0 -(0 \ / 2�OjQ00 TO BE RENOVATED. p t9 u EXISTING SHED TO BE DEMOLISHED. 1 '4 z O 12211 A� / A VW FIN.FLR. \ N / ( / \ NEW WINDOW /f wit AZEK 5/4"x4" WINDOW CASINGS -7 WITH SOLID CROWN 1'kG"AZEK FASCIA. .:./7,://,, - TOP MOULDING. 1"x8"AZEK FRIEZE STAINLESS STEEL H p • BOARD WITH SOLID — WIRE RAILING SYSTEM GARAGE / SHED I LA N CROWN. WITH 4"x4"CLEAR Elm CEDAR POSTS TO BE SCALE: I/4"=II-ON �AS 18"YELLOW STAINED. CEDAR u u _ NNW 04 SHINGLES WITH 5-I/2" PEI, -Al IL 6-49.4 EXPOSURE. FIN.FLR. ►•ri rvi MI - 5/4"x 1 0"AZEK 06/.�,,I HI ., 11 �I ll n 11 11 11 1111 n n " II II Il a II ,I II u u II II II II II Il II " II II II II REV AUGUST 1 9 2014 WATER TABLE nnmlmuuulnnnn•1 u n uuinnnminmimm�inmui•n 0 I huimuummimmnunui uuInmumminnrIIiuuuuinun EXISTING TO BE REMOVED EXISTING TO BE RENOVATED / 'lv' WITH DRIP CAP. II i / II ' II I u•uimuuuuuimimlumnminnnnmimuinn�uuunnun REV AUGUST 8, 2014 a•uuinnnnmuuuinnn uuinn•wmuuimui�ul•tnm• II mnuummuuuulmi uui•...., ,r•uuiu•i.l•Iwuur • M. " . J 1 II u�ll II h li ii II II II II ii II II it lliill II. �� ' ' . -- L1 ' III II II II II Il II II II II II II II II II II Il Il Il Il 1111 11 11 IJ II II II II 11 n U U II Il "------`ASPHALT SHINGLES TO MATCH HOUSE. '-----N NOTE: FLOOD VENT FLOW-THROUGHS MI ©2013 LOCATED UNDER DECK, BOTTOM OF kali' ALL RIGHTS RESERVED NORTHELEVATIONVENTS TO BE MAX.12"ABOVE GRADE I ~ THESE PLANS ARE AN INSTRUMENT OF SCALE: I/4"=I'O" (I ') PMTHE BEPROSECUTEDARCHITECT..I.INFRINGEMENTS WILL \- 00 MATCH AZEK TRIM �Iyq HOUSE.TO irk 6, f EXISTING SHED TO BE DEMOLISHED. REMOVE EXISTING SIDING. +« REPAIR AS NEC. AND SIDE TO MATCH HOUSE. • • SOUTH WEST PM E SCALE: I/4"=1'-O" MO SHINGLES OVER 30Ib. BUILDING PAPER. CLIENT/OWNER --__ 7 ASPHALT SHINGLES TO ' `�� MATCH HOUSE. VW A• N ZN% fluzi Mil I N MCGOEY N D 3-I/2"SPRUNG RESIDENCE SRUNG CROWN ON 2 1050 OAK AVENUE I"xG"FASCIAS ON III AZEK TRIM TO 1111111111111111 SOUTHOLD, NEW YORK GABLE ENDS (TYP). Mil MATCH HOUSE. 11111111 .1111. M III z RE OVE EXISTING SIDING . FIN.FLR. ' ri I REP"IRAS NEC. AND SIDE TO ATCH HOUSE.N. I I iv, PROJECT TITLE • • MINumf 1"x6"AZEK FASCIA.-------- L 1( BLUESTONE DOORS BY WAYNE DALTON.- \NEW DOO NEW OVERHEAD GARAGE -\NEW C MI SHOULDER, AND ADDITION 1"x8"AZEK FRIEZE STAINLESS STEEL WIBOARD WITH SOLID • WIRE RAILING SYSTEM NEW STEPS AND U. Egit CROWN. . WITH 4"x4"CLEAR RAILING CEDAR POSTS -TO BEEllsi NORTH18"YELLOW STAINED. WEST SOUTH EAST „4,-, DRAWING TITLE CEDAR OwlSHINGLES WITH I AZEK 5/4"x4" u SCALE: 1/4 �► 5-1/2 WINDOW CASINGSINV "=I'-o" SCALE: I/4"=I'-o" ► ELEVATIONS AND EXPOSURE. WITH SOLID CROWN WI TOP MOULDING. GARAGE PLANS t FIN.FLR. 04 n n I II ll I' n, II 11 II II 0 Ira II II fl Il U II II u --- , f 5 5/4"x I O"AZEK WATER-/ umumnmiminuumu mmmnn•u• ' ' 1 li II II ,I br TABLE WITH DRIP CAP. i ,1117-u 1E1 _.-PRINT DATE ALE II lI II II II II II I' II II 11 II II II II 11 11 1I II U 11 IIII �,/' 11 n II II a II II uuuMIinnn•muimuinnn -- tr44 AUG 2 0 101 ;. /� A5 NOTED �rn�nrrInr�rr�I T r II II II II II II II II II It II II n IIII II U 11 11 II II 11 11 �� ISSUE 11 II II II II II II II II II u n Il III I1 1I 1ti, 1 f/a II u u u MAY 22, 2014 E A S T ELEVATION 2"5Q. CEDAR LATTICE 2 TO BE STAINED. , , . ",� O"',..,,�� I®0 DRAWING NO. SCALE: 114°=1'-0" .. THE tpissi t_,"w:1':D ��G(�ED ARC 1111 :H 5 rIA pA c i.ey : ',®; AZil: _. _ •,. ]! ! jI ; os) A CMIC'OC DANCE ("Aka ‘--;* '' -A\‘', •-. arm ,i �I */ Pal l��' , REF. NO. I 2 3 4 5 6 7 8 9 1 0 11 1 2 1 3 1 4 1 5 I 6 1 7 ISSUES/REVISIONS 414 to adv I ,u. K .14I Pull et mak Now RIDGE VENT. r<7- s 6114 +/0, 3-1/2"AZEK SRUNG N �-/F 1 2 CROWN ON 1'<6" Ci 1� 2x8 i 6 O C. ������est I •' S _ FASCIA, til J 12 i ,db Mid�Ldia 10 f— SOLID CROWN ON II 6► @ 60 1"x8"AZEK RAKE 6 C; N BOARD. NO 0 1 4 „:\,,,,7, AZEK WAINSCOTTING ir / N SOFFIT. I / STUDY N •1 Poi �I• •: "' rii.„,.., m [` EPDM RUBBER `. MEMBRANE IN •A_I \ (2) 1-4"x 118" 2.OE ".,��,� WINDOW WELLPM io r PARALLAM PSL I-1 FIN.FLR. N- '' ___, I I I-7/8 TJI 560 12"O.C. - 12 _- �� �, I __ " @_ , �6 EXISTING STRUCTURE �- - m4%1%444444441 4 TO BE RENOVATED. 7 • O • � (3) 1-4"x 118"2.0E 1 ._ /f O o PARALLAM PSL. - -� ____/ PO ail 0°Z ! O I 7"5Q. u' _ PERMACAST FA O m z O J - bCOLUMN. 2'k i O"RAFTERS 16"O.C. m 1 O O REV AUGUST 19, 2014 -5/4"x4" FIN. FL. EL. U 5'-0" s VW MAHOGANY D 1 0.1' ,,1 FIN.FLR. =DESKING L -� �� BRICK _I - 2 x 12 RIDGE y — 66• NM iaititi*, STEP. e L-~ \- 3-1/2"AZEK SRUNG I I I \ REFRAME FLOOP,I tl rte, 1 -O, \ CROWN ON L"x6" 2"x8"ACQ JOISTS -- EXISTING FLOOR I ENTRY HALL TO ALIGN N Y (2) 1O.C.'ION i44 I O SOLID CROWN ON ._�__ 24 X 16 H. NEW 2'TH. NEW 2'TH. 7.O.SLAB I �l �^ "x8"AZEK RAKE FLOOD VENTS. RAT SLAB. RAT SLAB. EL. 6.2' 7 CON C. SLAB. q W5 h �C W _ 2"x8" @ t 6"O.C. \ ' -'I,I �� � -Cn T , ' c 1 BOARD. EXISTING FILL EXISTING / - THESE PLANS ARE AN INSTRUMENT OF / 1, 0• FOUNDATION. BASEMENT TO •�•- SERVICE AND ARE THE PROPERTY OF / /! N / ter GRADE LEVEL. ittl THE ARCHITECT. INFRINGEMENTS WILL • • PM BE PROSECUTED. N 4 •u •u MASTER • -•••---71/2"GYP.BD. SHOWER BATH / hTn / / TAPED O SPACKLED .. \- AZEK WAINSCOTTING SECTIO N kfa cq - - ,,±._• ••-:- t._ AND PAINTED. ® ® - ': SOFFITS. {C313)/ SCALE: I/4"=I'-O" ,..„,3 ff / / I - - FIN.FLR. X.,. N (2) I "x I I-8" 2.0EMI s PARALLAM PSL T � � t , r r r •r r r � �• 1 1-7/8"TJI 360 @ 16"O.C. �1 `� I I-7/8"TJI 360 @ 16"O.C. I� T m __ '4' a a ` .. .+, a, a, a. ,,, w m m T ` (2) LVL I 1-7/8" /'4I — hh•-:' Eno HEADER CONTINUOUS. -f----- CROWN. � RIDGE VENT. r� E 3 IJ2"SPRUNG 12 A4000011441 CROWN. 10 NM o KITCHEN ENTRY FOYER EXISTING BEDROOM CLIENT/OWNER iti 3-I/2 AZEK SRUNG t I', CROWN ON 1"x6" 12 FASCIA, I"x 6"BASE WITH TOP , CXJ UCS abillia, di 2"x8" @ 16"O.C. •�‘��1► 4 SOLID CROWN ON FIN. FL. EL, 1"x8"AZEK RAKE It SHOE MOULDING./ / BOARD. O.I' - 1,_0„ / ' FIN.FLR. s � 5 J 'J' r I 4 ,,,.\.7., .1 i U: r6, s _ tom- -66s I �S fit 66x,5 6 .6 dpi • 66 *6 6 i r AmorPM — ..� i1441 EXISTING FLOOR McGOEY D STRUCTURE (SEE , W 16'kl 6" EXISTING CRAWL I N EPDM RUBBER ROOFING OVER ! BATH TER SOFFIT,AZEK AINSCOTTING I� RESIDENCE FOUNDATION PLAN). NEW T.O.SLAB7 SPACE TO • PIERS. EL. 6,2' REMAIN. O 3/4" A/C PLYWOOD COVERED o MASTER NEW 2'TH. RAT SLAB. I O WITH 514 x4 MAHOGANY BEDROOM Q ! 050 OAK AVENUE LI DECKING, SLOPED AWAY FROM 'al I®) •"• HOUSE 1/4"/ET. •:, '` EPDM RUBBER '� SOUT110LD, NEW YORK cv �' 2 MEMBRANE IN /4�4 z� —1-1— MI 8 WINDOW WELL z - ; 1 FIN.FLR. 1 1 .I 12 /EXISTING \- I -O � � � 1 1-7/8"TJI 560@ 12"O.C, JJ\ 50 ' I 1 1-7/8"TJI 360@ 16"O.C. 16 TOER STRUCTURE PROJECT TITLE _ TO BE RENOVATED. SECTION " til (3, , x 1 18" 2.OE X �►'! �(2)3-z"x 1 I-76, 2.0E I 02711 t` ' RENOVATIONS C AA 8 fl PARALLAM PSL PARALLAM LVL , _ �� 1 i/ �Q I AND ADDITION O O KITCHEN ez oc- -- - ' _ 7"5Q. PERMACAST 0 m b; , COLUMN, 1� DRAWING TITLE 5/4"x4" o 0 o ISLAND 4 O„ 5,-O.. SECTIONS Vb MAHOGANY , cm _ _ FIN.FIR. =DESKING7 — I� r 1 BRICK `` STEP, 11 11. 2"x8"ACQ JOISTS I REFRAME FLOOR IN21? I I I I I I L EXISTING FLOOR NEW 2'7H. NEW 2'TH. ENTRY HALL TO ALIGN \ Mu i ' B @ 16"O.C. STRUCTURE. RAT SLAB.-�• RAT SLAB. WITH EXISTING LIVING RM. 4'TH Maj RINT DATE GALE CONC. SLAB. -9....'..L. t AUG 2 0 20i4 AS NOTED EXISTING FILL EXISTING -ISSUE ', ., ,*;'; '':.1::I:(6':F1-1,7717 r:,:',70 FOUNDATION.-' BASEMENT TO MAY 22, 2014 GRADE LEVEL. • 'S II DRAWING NO. IZI A\ pip (----,-- , ., ,„,,: ,„ .., ...:_ . I 1N i",-'---'-fji ' 1 k SCALE: I/4"=1'-0" f? 1. 1®1 010) A \�, h,1 •11/4..-,'/;:71._1, it01 "', TRS".nc!eE \\ '' 1 tC-'\_ •" V ,,� h' f "•,___':h2,...- 1 REF. NO. --fes. I 2 3 4 5 6 7 8 9 10 11 12 13 14 I 5 16 17 ISSUES/REVISIONS N 111k t• v.. I ;` KIN0 I 11M r • 7111 U14 "IN14GRADE TO FIN.FLR. 4'-0" UP �1 W REMO) E 11 J EXISTII G REMOVE Poll DEMO CHIMNEY BICC° POOR EXISTING ) v/ 6R@48" BASEMENT ENTRY WAY-... • GRADE TO DECK 3'-6" .rnA���4 ���.���: I////I Yi p •.// /f//// y . 401 / / / MOMO/ / lallikIiiiii/ /(n/ % ✓4/ _/ / _ s/ DINING AREA /9-/ / p / ;5/ / PM DECK / / �� / / ( / / / oO REMOVE / • C. / LINOLEUM / O FLOORING \ REMOVE ALL WINDOWS AND SKY LIGHTS. / w / \1 / MASTER BEDROOM / F D WN 0 LIVING ROOM / / / BASEMENT v A `mss' / ENTRY/ ~ / I I / /111i / op Ti U ' / REMOVE ALL CEILING JOISTSr- o . / P»� l� f REMOVE ` `,r 4 ,/ FIXTURES / FITTINGS. til Vi / • 10 / 7/ f_1 / / ' ,7. AIr .m . ��Anir.AW: CLOSET ©2013 O O I / / / / / I////) to. ALL RIGHTS RESERVED / • \ ENTRY FOYER / - OM THESE PLANS ARE AN INSTRUMENT OF I // \ / 10.4 SERVICE AND ARE THE PROPERTY OF �.;� I P/rll THE ARCHITECT. INFRINGEMENTS WILL KITCHEN 7 MPM BE PROSECUTED. /BAY REMOVE ALL / Ri MOVE FLOORING. / r / /WINLCIW FIXTURES.CABINETRY / \ BEDROOM I titig 14 / 7 / • �'4 I / SKYLIGHTS • / \ �4, ^ / • / \ / VOIF • / / ift ~ t -v-----/-v—i-A/1 I�-7'11/-7/- /// f=--/f"z-/1 PORCH LEVEL WITH DOOR SHOWS: `, F ....., PRI CLOSET EXISTING PORCH TO BE DEMOLISHED. i i i .' i MO // REMOVE FIXTURBEAST,H ROOM MO 41110 7 r FITTINGS, TILING AO SHADED AREA TO BE REMOVED FLOORING . P CLIENT/OWNER 010 0•0 GENERAL NOTES: \\J . I . ROOF TO BE REMOVED BACK TO PLATES (EXCEPT OVER M BATHROOM AND BEDROOM #2 $ GARAGE) , ( , / pmMcGOEY 2. REMOVE ALL EXISTING SIDING (HOUSE AND GARAGE) •Imo 3. REMOVE SHED $ SEPTIC _ RESIDENCE 4. REMOVE EXISTING CEILING JOISTS (EXCEPT BATh $ / 1050 OAK AVENUE Imo / ;:� SOUTHOLD, NEW YORK BEDROOM #2). BEDROOM 2 Ail / PEN Iml O TO REMAIN AS IS. r U Mol 7 r PROJECT TITLE 1 • v//// RENOVATIONS C ,.., AND ADDITION EXISTING $ DEMOLITION z .M GROUNDLOOK DRAWING TITLE T 1 SCALE: I/4"=1'-0" Dr EXISTING AND I7ISAV€3A .T:ON OF THE ',I DEMOLITION PLAN LAW FOR J NYPEF:SO i, UNLESS ACTING UNDER TE-"^ DIRECTION or:A U E .'SECb r IA A ARCHITECT,TO ALTER ANY ITEM EM@ ONryT`-"Sr I';'.p.','a'�':G IN sur PRINT DATE SCALE A'a NY AY. NYf .THo`u-:'EPs 1.1 ALTS'';/-TION r::,IST E Z PP"'r"' AS NOTED UOTED, J ED,S:ALcw: D, ''+) r mu C3ESCRIE"7D IIs A CC SEI p r : ISSUE %V:it$'@'t i :e..,"°:'IY. MAY 22, 2014 Mil := mu DRAWING NO. "7 Fit i.g,9Ur'�<4 e "z '�� St 111) II '\ f P'r7:7,:irl *- * ) irj M. y a1 ti 11141 A IMI .M \k cr 2014 .� REF. NO. I 3 I I I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I6 17 ISSUES/REVISIONS N 11 Am, 1 ;` K�` -141 • M • r • U -14 Inkv ef WI — • ...... ...., ___ _ ___ _ - , , — 7 — , \ — d'1 EX. — C ' !• •) • ' `NZ--"— ---, ,--,— • • ., -�,--cue _I L Po S_♦� r I r� \\ $ C I-1 : _, ,,_ - - -/- -, A _ _ __I__ , — C ___ _ ______ _(;)_____ ____ --____ , -- ----- - _ ---- - v ) • ' ' I \ \ \ \ • —7.--, ,,±_, , ------ 0 _.,L / I= =I_ •1 \ \ \+ \ I"Li \ 1 4- 4.- 4- 4- O I� ♦ _ — C r 1 I I 1 I ) L / 11Iml / AI Tisk G , _i_ _ _ 4 (Di -,- 4 + -5c- 4 Er- \ , ,, . n \ \ , 7- ' C fT1 \ \ I \ SS \ i (� \ � _+ ' -m1I cam ' � / S \ 2013 Ii■I ALL RIGHTS RESERVED \ 1-- - - 7I ♦ I / SD I I 5D \ -¢agi — — -- — — _ , _14,, \♦ J xl \ / //y 041 THESE PLANS ARE AN INSTRUMENT OF az — /L \ 1_1 _ — / ♦ + SERVICE AND ARE THE PROPERTY OF __ cn / /}I THE ARCHITECT. INFRINGEMENTS WILL [r / \ / cz .4 �-mss I I_/ ` it-11-1 1 - • / ♦- Iz I - - /1 M BE PROSECUTED. *,,,____. • • — • • — • — . — , 7 ;' — \ 0 II_ ISI♦ I P�1 i MECH. -4- ♦ I CLOSET GFI C� / i,„E / ��'® 42" ®'�• —r 1 �I //p CLOSET \ ,��, • / • I •'' •- .41‘ ) y' `) GFI \\ I O 0: r.+ ® t I • -�����- i�� ,��iii.� i 1 I v — J � L I ~ FUTURE BATH ^� m A ir f _ \ _ / �� 1 �� \ (UNFINISHED) I �` // -'/' 111 %' / Li I1 1 � / ' / • f // III I Ir 1 / II � I / — — 2L • r • 1 1110111101_ I o - >O c `e C I L—I \ \ I oho s9 0 �A■1 GI 1 / O O \ \ �� , - - I )1)_____ _____ .____ ____ ______ _ _____ __,,,_(1 _ I / ---- _ N \ \ — -1*-\ I 7 ,w, ......._, FE r -N, _ E L 1 /,_:\ . 111111 _ •• AhL'6'�'�SS _ir� SD I Iml 1,11 im rirA .1 N ax. � - - - / / �+ �� 220V / / lel CLIENT/OWNER � _ — _ — _ -- - -" . LAUNDRY / 044 LINEN / - C J I♦ I- ♦ itio Y II C / � + ...... r\ I � GFI,, %.0746/_)42 - 11I ELECTRICAL PAIi • McGOEY ,...., ,,i 9 RESIDENCE \o' SECOND FLOOR © I 050 OAK AVENUE ♦a/o. , SOUTIIOLD, NEW YORK I-1 NIF M I�1 _I - r 17 T7 LTJ1 PEA 000 PROJECT TITLE Id I-1 rr [rj 0 / �poi RENOVATIONS f AND ADDITION Ei . DRAWING TITLE ISI r 1 IOW C GROUND FLOOR AND ELECTRICAL SECOND FLOOR !� ELECTRICAL PLANS IT IS A VOL A.TIOaI 07 THE LAW FOR ANY PERSON,G O U N D I LOO UNLESS ACT a u T 1E B D.3IRECTID I OF A LICENSED PRINT DATE SCALE A Ci IITEOT,TO AU Ef A Y 'f f I I _. 'F AS NOTED ITEM ON THIS Er.;A`n.'Ie:?'� IM • ` Ae. a1Yr�<< A` �":"d111'/' :i-',::'ti'i .£� a, ISSUE ALTR...:~;AEON end.DT°•E - Ry'�TIiD, '>:^•I_E:D,!�`:O MAY 22, 2014 CESCRIL; D IN ASCO,-:D.^.,.CE I�1 WI T E3 T,-;E LAW rq DRAWING NO. INFOIBM r�� ill E. , . -le ri fr . .,. y,... ,, A `N/ .-,..s:,,,.=_-:_, 34V SOF r�oil REF. NO. LUI4 I 3 I