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Home My WebLink About43130-Z Town of Southold 3/28/2019 a P.O.Box 1179 v' 53095 Main Rd oy�dl �b� Southold,New York 11971 s� CERTIFICATE OF OCCUPANCY No: 40287 Date: 3/28/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 7065 New Suffolk Rd,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-5-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/25/2018 pursuant to which Building Permit No. 43130 dated 10/15/2018 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: ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#7129, DATED 02-15-2018, AS APPLIED FOR The certificate is issued to Walsh, Stephen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43130 03-20-2019 PLUMBERS CERTIFICATION DATED 03-12-2019 Mad Piecuch A t riz d Signature TOWN OF SOUTHOLD o�°SUFFo��-�oG BUILDING DEPARTMENT ,,o m CO a TOWN CLERK'S OFFICE o e fi SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43130 Date: 10/15/2018 Permission is hereby granted to: Walsh, Stephen 47 Eatondale Ave Blue Point, NY 11715 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA, DEC & Trustee approvals with flood permit. At premises located at: 7065 New Suffolk Rd, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-5-30 Pursuant to application dated 9/25/2018 and approved by the Building Inspector. To expire on 4/15/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $454.40 Flood Permit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $604.40 Bui pector 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. qLl��/� New Construction: Old or Pre-existing Building: V (check one) Location of Property: �®&5 kw S"f iw 61 . House No. Street / Hamlet Owner or Owners of Property: j� __ �ajs[1 Suffolk County Tax Map No 1000, Section 10 Block of Lot Subdivision Filed Map. Lot: Permit No. �J� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: % Request for: Temporary Certificate Final Certificate: y/ (check one) Fee Submitted: $ v Applicant Signature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road esa Fax(631)765-9502 P.O.Box 1179 �® roger.riche rt(c�town.south old.ny.us Southold,NY 11971-0959 �® c®uff 9 BUILDING DEPARTMENT TOWN OF SOUMOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Stephen Walsh Address: 7065 New Suffolk Rd City: New Suffolk St: New York Zip: 11956 Building Permit#: 43130 Section 117 Block: 5 Lot 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: L.C. Electrical License No: 38043-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 18 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 9 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 12 Twist Lock Exit Fixtures TVSS Other Equipment: 16 KW standby generator with 200a auto transfer switch Notes 2-combination smoke/co detector, 1-paddle fan,4-ARC fault circuit breakers Inspector Signature: Date: March 20 2019 81-Cert Electrical Compliance Form.xis Town Hall Annex �® "rM1J _- Telephone(fi>31)-765-18-0.2 54375 Main Road Fax(631 765-9502 = RAO.Box 1179 So d.New.York-114.71-09 MAR 1 3 2019 �` BUILDING DEPARTMENT TONT OF SOUTHOLl) -CERTIFICATION - Bate: 3b2ll q Building Permit No. 7 .7 Owner: (Please print) Plumber. 'UAL) T)ECUCH (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% _ lead. lumbers Signature) = _ Sworn to before me this day o 20� _ n CONNE D.BUNCH Notary-Publio,Mate of New Mork No.01 BU6185050 ; Quaiified iN Suffolk County Notary Publi i��1 `�'� County Commission�pireS�4pri!14,�•��o ho�aOE SO//TyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm e�' 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ]yFOUNDATION 2ND [ ] INSULATION 1\4 FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: WI V Lyotw I V& m 04::::� DATE 3 INSPECTOR g SOGly�6 # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION k-rELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE r INSPECTOR OF SOUIyO # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouHr+e�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: moeAav DATE IVl INSPECTOR OF 50U # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycOU765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Pha Z Pa i) Q DATE I INSPECTOR OF 30Ulyo6 # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o cou765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] 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 INSPECTOR �j U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. STEVEN WALSH A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. #7065 NEW SUFFOLK ROAD City State ZIP Code NEW SUFFOLK New York 11956 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) S.C.T.M.#1000-117-5-30 A4. Budding Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residential A5. Latitude/Longitude: Lat.400-59'-38.26"N Long.72'-28'-31.64'W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes Fx� No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State Southold#360813 Suffolk New York B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ Zone AO, use Base Revised Date Flood Depth) 36103CO501 H H - 09/25/2009 09/25/2009 AE EL 6 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source. B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date. ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 l 1 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #7065 NEW SUFFOLK ROAD City State ZIP Code Company NAIC Number NEW SUFFOLK New York 11956 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: Monument Vertical Datum.NAVD88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 8 7 ,/ ❑x feet ❑ meters b) Top of the next higher floor 17. 7 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) 6. 8 x❑ feet ❑meters d) Attached garage(top of slab) NSA. ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 12 7 x❑ feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building (LAG) 3. 9 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) 7. 0 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 3 6 ❑x feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. . I certify that the information on this Certificate represents my best efforts to interpret the data available. /understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No ❑x Check here if attachments. Certifier's Name License Number Kenneth Woychuk LS 050882 C O F NF Title �Q ��IVA M W Jt Land Surveyor �� ` p Company Name yG Kenneth Woychuk Land Surveying PLLC x Address P.O. Box 153 City State ZIP Code �(j O.5O882 Aquebogue New York 11931 Signature Date Telephone 03/18/2019 (631)298-1588 Copy all pages of this E ation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) Dwelling is located within the Moderate Wave Action boundary and is elevated on wood&conc. pilings. Air conditioning unit located at front of house on elevated pad(elev.9.1) Generator is located in rear yard on elevated wood platform (elev 8.0) FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #7065 NEW SUFFOLK ROAD City State ZIP Code Company NAIC Number NEW SUFFOLK New York 11956 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #7065 NEW SUFFOLK ROAD City State ZIP Code Company NAIC Number NEW SUFFOLK New York 11956 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items(34-1310)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7 This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: #7065 NEW SUFFOLK ROAD City State ZIP Code Company NAIC Number NEW SUFFOLK New York 11956 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; ''Front View"and "Rear View" and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. I y- 7 Photo One Photo One Caption FRONT VIEW MARCH 18, 2019 f it :f Photo Two Photo Two Caption REAR VIEW MARCH 18, 2019 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: #7065 NEW SUFFOLK ROAD City State ZIP Code Company NAIC Number NEW SUFFOLK New York 11956 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View- and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. d F� l � Photo ore Photo One Caption NORTH SIDE VIEW MARCH 18, 2019 1�V- 7:� }} �� 1J,IflT j v � _s- Photo Two Photo Two Caption SOUTH SIDE VIEW,MARCH 18, 2019 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 F • ` CC#: C18-54031 COUNTY CLERK'S OFFICE STATE OF NEW YOR1K COUNTY OF SUFFOLK [,'JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 12/10/2018 under Liber D00012991 and Page 850 and, that the same is a true copy thereof, and of the whole of such original, In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 12/10/2018 SUFFOLK COUNTY CLERX JUDITH A.PASCALE SEAL r , ��uno0 �To33nS 'N=OTO %uno0 3'IYasv?d 'v 'Hmivar 'ITIS v mom sI SIHI LN9Kn2dSSkZl •SHS 3O SUVcl V SI ZZVcl $IHS, OZ'OLZ$ PZEa 990,9 on OO'OOZ$ 902E ON •0Z' O seTdoO•:.se0 ON 00*0V uoT..B-.oH ON 00'Ot ON 00-sit ,9HOUS sxx OR 00'5$ 2O0 ,ON 00'OZ$ �uTTPuaH Old 00'�Z$ " . BUTTTa/GBvd 4duaxS gduzaxS quamnagsu2 aeogv .ao,q seeg BurAOTTOJ eq-4 peA-raoag 00010£0 00"50 00' LTT OOOT .4orl :xooTg :uoi�oag :goZs�szQ 058 T66ZTOOOQ" SSZO�'ZO-8T IegumN -4d-r®oeg- S�ta 9£ 90 £0 foT c :sefta go =equmx' BTOZ/0T/ZT :Papaooa-d ROIsVWd baa :4ueunt 4GU:1' go ad-'�y • . . - �o��. ortza�to�� - • 3DIazo SMIODSH XEE70 xMMOo mri0j ins . • • • - • I VIII I!IlNIIIII I ,� " . 1!11111 ' :• • - "• - IIIIIIIIIIIIIIIIIII111111111111III111111111111111N • •� • . , I I II A RSD Number of pagesM-.06-SS _ 213I8 Dec 1rJ L1�:Cs6:3f. PM JUDITH A. PASCPLE CLERK OF This document will be public SUt:FULK COUNT+; record.Please remove all L Itfi.ItlJl299t Social Security Numbers P P* prior to recording.' Deed/Mortgage instrument Deed/Mortgage Tax Stamp 1 Recording I Filing Stamps 3 4 , FEES i r, Page/Flung fee Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax I P_ SubTotal Spec./Assit. Notation or FA-52 17(County) 'SubTotal Spec./Add,. FA-5717(State) TOT,MTG.TAX Dual Town Dual County R.P.,T.S,A. Held forAppoln;rnent Comm.of Ed, __5. 00 Transfer Tax Affidavit �+ w 'Mansion Tax The property covered by this mortgage is Certified Copyr or will be improved by a one or two family dwelling only. NYS Surcharge 15' 00 Sub Total" YES, or NO Other 7� Grand Total ' If NO, see appropriate tax clause on page# of this in rurrlent.� 4 Dist 3774952 1000 11700 0500 030000. •��Q S CommunityPrtServa�ionFund Real Prop P T Considelratian,Atucurtt$ 0 NOW Tax 5ervk R iFl4 A Agency 10-0EC-1 CPF Tax Due $ Verifcati , Improved 6 Lafard mil)izhrtr� IRe©&REil1RNr nersMallingAddress Vacant Land PATRICIA C.MOORS ESQ, 51020 MAIN RbAD TD _ SOUTHOLD NY 11971 TO TD Mail to:Judith A.Pascale,Suffolk County Clerk 7_I Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.,Name vaww.suffolkcountyny.gov/clerk Title it, 8 Suffolk County Recording & Endorsement Page This page forms part of the attached DECLARATION OF COVENANTS AND RESTRICTIONS Inade by, (SPECIFY TYPE OF INSTRUMENT), STEPHEN WALSH The premises herein Is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD TOWN OF SOUTHOLD In the VILLAGE or HAMLET of, NEW SUFFOLK' BOXES S THRU S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING, [over 1,�?I;f,`LAliATi(�l�I_„��, OF C0 AND, �''. T let`IU�TS .'HIS.I9ECI'ARAIftO.8 made osis 6 &y of September,•201$,-by Stephen WaW. residing at 47 Eatondale Avenue, Blue Point, New York 11715 hereinafter referred tc as WITNESSETH: WHEREAS, DECI A_9, +IT(S) is/am the owner(s) of certain real property It=t 'at 7055 NewSuffolk Road,New Suffolk,-Town of Soutbold,County of Suffolk,State of New York, described in the SUI folk-Cou:nty Tax Map,as District 1000,Section 117,Block 5,Lot 30 which is more particularly bounded and described as set forth in Schedule"A” annexed hereto,lte reincr referred to as the Property; WHEREAS,the DE.C.LAItAN`1'{S�'made an_application to the Zoning Board of ppiw for Varian=under Article X1 Section 280-53,held a public.hearing on this application on Thursday,February 111,203.8,at'which time the Board received vvAUzn and.oral ovldes� ;' WHEREAS, in a,decision dated February 15'h, 2018,_based upon alLustiiiiony,, docM=a on, personal inspection of the property and-other evidence, the Zoning-l card, of Appeals granted-relief for a proposed accessory. building as indicated on the SITE ' PLAN prepared by Thomas Samuels,R.A. of Samuels,& Steelman , dated October 30th, '2017,based upon a survey by Joseph A. ingegno,L.S.; WHEREAS for and in consideration of the granting of said approval,the 2,A Board of Appeals has deemed it in the best interests of the Town of. Southold that the within Covenants and'restrictions be imposed on the property, and said Zoning Board of Appeals.has required that the within Declaration be filed in the Suffolk County.CkrWs Office; and a WFI ,REAS, the Decl U- nt has considered the Jbregoing and has detennined that, same will be for the best interests of the Declarant and subsequent owners of the property- NOW, ropertyNOW,TUEREFORE,THIS DECLARA'T'ION NUUN ESSEI M, That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the said premises herein described shall hereafter be subject to the covenants and restrictii as as herein cited, which shall run with the land and shall be binding upon all purchasers and holders of said lots, their heirs, executors, legal representatives, distributes, successors and assigns to wit: 1. Declarant is to landscape the southern lot line for the first 85 feet from New Suffolk Road towards the flagged wetlands with evergreen trees having a minimum height of six(6)feet to be continuously maintained. 2. Declarant agrees that the property shall only be used as a single family dwelling and that the Declarant shall waive the right to apply for a Bed and Breakfast usy. THE FOREGOING covenants and restrictions shall. run with the land and shall be binding on the DECLARANT(S),his/her/their heirs, assign,purchasers, or successors in interest, and upon all persons or entities claiming under them, and may not be annulled,waived,chattgc:tl. modified,terminated.,revoked,or amended by subsequent owners of the premises. If any section, subsection, paragraph, clause, phrase or provision of these c.ovcnnnt�,and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal,unlawful, itivaJ6d or held to be»neon—stitii-tionpl;the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful,•intr114 or unconstitutional. 5 L The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any Otlter remedy in equity or at law. The failure of the Town of Southold or any of its agencies to ir601!0 same shall not be deemed to affect the validity of this covenant nor to impose any lial)iiity whatsoever upon the Town of Southold or any office or employee thereof. The within Covenants and Restrictions shall run with the land and shall be binding elan the Declarant and its successors and assigns, and upon all persons or entities claiming ttndl.'r them, and may not be annulled,waived,changed,modified,terminated,revoked or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Zoning Board of Appeals of the Town of Southold or its successor,following a public hearing. IN WITNESS WHEREOF,the Declarant(s)has duly executed this Declaration the day and year first above written. Steven alsh STATE OF NEW YORK ss: COUNTY OF SUFFOLK On the> day of September, in the year 201 St,before me the undersigned,a Notary Public in and for said State, personally appeared Stephen Walsh, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose names) Ware subscribed to the within instrument md'acknoydg,dgcO-fo me-that lu1sh&tliey"x C4 ned thle.same in his/her/their capacity,and that by hiAcdtheir�signahtre(s)on the insfnunt nt,life individual,a)r the persons on behalf of-which the indhQa ai(,)acted;executed the instrmul ierat. r l atary$etbi3� BETSY A.PERKINS Notary Public,State of New York No.01 PE6130636 C1tlaliCrctl m•Suifullt COUP _p Comm Lzdon Explres duly 16,�7,�� SCHEDULE A DESCRIPTION ALL that certain plot,piece or parcel of land,situate,lying and being at New Suffolk,Town of S-puthold, Suffolk County,New York,bounded and described as follows: BEGINNING at a point on the Easterly side of New Suffolk Road at the Northwesterly corner of land now or formerly of Joseph Fudjinksi and the Southwesterly corner of the premises herein described;said point being also distant Northerly,200.00 feet from the corner formed by the intersection of the Nortberly side of Orchard Street and the Easterly side of New Suffolk Road;' RUNNING THENCE North 07 degrees 03 minutes 10 seconds East,along the Easterly aide of New Suffolk Road, 100,00 feet to the mean high water mark of School House Creek; THENCE along said mean high water mark of School House Creek South 83 degrees 47 minutes'.0 seconds East,202.63 feet to land now or formerly of Joseph Fudjinski; THENCE along said land now or formerly of Joseph Fudj inski the following two(2)courses and distances; 1. South 07 degrees 01 minutes 20 seconds West, 100.00 feet;and 2. North 83 degrees 47 minutes 20 seconds West,202.68 feet to the Easterly side of New SUR!* Road and the point or place of BEGINNING. "bP q.besterfie1�� lCorftcklm"& En 1peers s tem` Stnr�i8�8 P.O.Box 1229 - Westhampton Beach;NY 11978 Inc. phone:631-289-5100 • fax:631-2811-5161 E-mail:Info@ca4nc net www.cadnc net -'November 7,2018 — --��e -7065-New Suffolk.Rbad.'.. New Suffolk,-NY To Whom A May Concem: This is to certify that the A.B. Chance Series SS5 helical piles installed at the above property achieved,-an ultimate load capacity of 40 kips per helical - pile. Very truly yours.. ° y E.Grube General Manager Swom to before me this 7th ay of November.2018. Lary Public DD JMUX DIOM®E tlatM SlaWofAt"N' k UEC - 6 2018 Reg.No.01D16077055 Qualified In Sufc&county Camm(sston EWm Expires duty 1.20 ZZ, .$ ,DRi F,11. TOWN OF SOB7HOLD New England Division: 123 West Shore Road•Westport Island,Maine 04678•phone: 207-882-5400-fax:207-882-9308 Scanned with CamScanner z t r i a - 41 W r. 441666 lip # 4YOL 706s l DD -EC - 6 TOWN OF SOUTi:�:�. TOWN OF SOUTilDLD W y F i f 8 y*. S�-rR6S PPNJ Nt, Qj N D D summi"'T.Zl.Ui�..e TOWN OF SOUTi[tsUD 3C� '7 0 65 Mew Su A4 IL 14( D D DEC - 6 IBM -UET-"" TOWN OF SOUT-111 D 1 • ' "TIM • 1 FOUNDATION ------------------------- 'FOUNDATION 1 o IF, , ROUGH • • , _IY�Y�itil/ \Lift�1p I Am PLUMBING r_ INSULATION PER N.Y-. STATE S� ENERGY • 1 WE _ ADDITIONAL C A 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 C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved .20 Mail to: Disapproved a/c Ib Phone: Expiration ,20 Bui spector Im PPRO D QQ � OCT 2 0 2017 APPLICATION FOR BUILDING PERMIT Date /® , 20 INSTRUCTIONS TO IN OF s:Q THQLD a. his application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale,Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein"described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing-cod nd regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) ra zo MC74f17 Roac/, &�`�®/t✓ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be don House Number Street Hamlet County Tax Map No. 1000 Section � Block Lot 4 ' • .a....-... r.. Y.7.f r1 c l .. 1•. w r•• . t �1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy a /-/°O c/S-2_ b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of'use. 7. Dimensions of existing structures, if any: Front Rear Depth Height umber of Stories Dimensior s a� ;e st c with alterations or additions: Front ;' ; = 2 Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 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 Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal'wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS 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) S. C TY OFSLLL 1 = being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contr t)above named, (S)He is the aLaj (Con a or,A t, 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. Sw � o before me thi _ ay of 20 BETSY A.PERKINS Public, tary P � tart No.01 PE6130636 Signature of Applicant u lic Qualified in Suffolk Coun Commission Expires July 18, e� 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20J Mail to: 7(_Omc,�&�(i1J Disapproved a/c Phone: �,�� 6 41-0s Expiration 120 i g ns for APPLICATION FOR BUILDING PERMIT Date /�' , 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,'New York,and other applicable Laws, Ordinances or R ti ;foI11e"cns'T q,;Plp uildings,additions, or alterations or for removal or demolition as herein described. The a ll n�ee�16Ea61n" h 11 licable laws,ordinances,building code,housing code,and regulations,and to admit a t lzed inspectors on premis s;gild in building for necessary inspections. SEP 2 5 2018 P�1 (Signature of applicant or name,ifas corporation) Ir-D'�_P T.T (Mailing address'of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises alQjD keo 11 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location will /��y�of land on which proposed w ®l6 �,{•Y\ti+� 1`3 *1[i3 3•� d YS � `1,1t•@ �.4cw"M illi House Number Street !, Y Hamlet County Tax Map No. 1000 Section Lot 3O Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost � a�� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units aPLe., Number of dwelling units on each floor If garage, number of carsyI/� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 17/� 7. Dimensions of existing structures, if any: Front 16.7 49 Rear /&,7 Depth Height Number of Stories IVa Dimensions of same structure with alterations or additions: Front of Rear c;?Fx Q Depth 05 e7 > Height as.? ` Number of Stories �47 0 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front ®� ® � Rear CCO,. () a /� Depth 00.2,o7� 40 10. Date of Purchase Name of Former Owner l/34 —c'kL 11. Zone or use district in which premises are situated — 1 I 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO V 13. Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES NO V/ 14. Names of Owner of premisesIY.Qs'h Address �� `� , / Phone No. Name of Architect cS'�W Cy?J 9 e� �e GuAAddress1 Phone No'1�4 Name of Contractor C1 hE Q1221.412 . AddressqkAm,616n Bck Phone No.6,,;1 32,9 21?Z5- 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 r * IF YES, D.E.C. PERMITS MAY BE REQUIRED. , (t p 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. :j 17. If elevation at any point on property is at 10 feet or below,must provide topographical dataon survey. 18. Are there any covenants and restrictions with respect to this property? * YES �NO V/ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 'a( ��Fo l Tnl?! d�L��s being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Arctatect (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this J4�1REN M MCKISSICK � 5 day of Sr %e AI6 SIOaBUC-STATE OF'N No.01 MC6342308 Notary Public ed in Suffolk ,I gnature of Applicant My CommiMed Expires May 23, 2020 APPLICATION � f PAGE 1 0( 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SE(tTI N 1: GENERAL PROVISION APPLICANT to read and si L. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requiro cum 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspersions required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANT'S SkNATURE) DATE-9_141Zi T- SEMON 2. PROP SED DA'LOPMENT(Tb be comoieted by APPLIC-MM NAME ADDRESS TELE1. ,P/ NE APPLI S N1 BUILDER ci-H So ENGINEER P O! CT LOCATION: • To avoid delay is processing the application. please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well'-known landmark. A sketch attached to this application showing the project location would be helpful. �5 Qw S FD Nt 3) APPLICATION - •' PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY /STRUCTURE TYPE ❑ "w Structure Bb Residential (1-4 Family) ® Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ DemoRioa ❑ Manufactured (Mobile) Home (In Mauu- ❑ Replacement facturcd Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S_19DR—O-Q B. OTHER DEVELOPMENT ACTIVITIES: CFill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) •/Watercourse Alteration (Including Dredging and Channel Modifications) l�J Drainage Improvements-(Including Culvert Work) B O Road, Street or dge Construction El Subdivision (New or Expansion) ❑ Individual Water or Str Systom EI Other (Please Spect7y) After completing SECTION 2, APPLICANX should submit form to Local Administrator for rcview- SECIYON 3 FLOODPLAIN DET1uRMINATION fro be coMnleted by LOCAL ADhtINISTRATOR) The proposed development is located on FIRM Panel No.-----, Dated The Proposed Development: O Is h!QM located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PMLWr IS REQUIRED)' f7 Is located in a Special Flood Hazard Area. FIRM zone designation is 140-Year flood elevation at the site is: Ft. NGW (MSL) O Unavailable ❑The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION +� PAGE 3 OF a SECTION 4 ADDITIONAL INFORMATION PEQUIREI) (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed- 0 A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Devclopmenl plans,drawn to scale,and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor,details of floodproofing of utilities located below the First floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or S acres, whichever is the lesser, the applicant trust provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new Fill elevation Ft. NGVD (MSL). ❑ floodproofmg protection level (non-residential only) Ft. NGVD (MSL). For flo ASS oofed structures, applicant must attach certification from registered engineer or architect. ❑ Certificali`o from a registered cagineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supportingthis Finding must also be submitted_ ❑ Other: SECTION5: PERMIT DETERMINATION M be coin fete L AL DMINI R I have determined that the proposed activity. A.13 Is B.13 Is not in conformance with provisions of Local Law # . 14 The permit is issued subject to thti conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development permit upon payment of designated fee. If 8�X B is 4�t ked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals APPLICATION a PAGE40F4 APPFAIS Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No CoodRious SECTION G; -BUILT ELEVATIONS (To be submitted by APPLICANT- before Certificate of Comnliancr is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. L. Actual (As-Built) Elevation of the top of the lowest floor,including basement(in Coastal High Hazard Areas bottom of lowest structwal member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). CS,% NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. ,SECTION 7 COMPLIANCE ACTION (To be completed by LOC L ADMINISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the communiWs local law for flood damage prevention. INSPp_CTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE , BYJ DEFICIENCIES? ❑ YES 0 NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION $ CERTIFICATE OF COMPLIANCEfTo be completed by LOCAL ADh4INISTRAT M Certificate of Compliance issued: DATE: BY: ,F!•", "i,Lfi,�sl,j},3�,t cKc.1 fry 1il�w��,=,•.�^.+', �{��}"cr ti`s==- ra*, ''y", ate. ,«�-•.-,;_r�"- {'+"' ,,=.��1`' i t u- - . ,- ,�e V�a+1`.1"c.fis+,1-:i�1»__-.':f;`a4'�•�'li'{l�-rad•,�1�H!RV-_J'i•:`r:.rpi�t:{�`�}.nf�zie`•.:,•_rti(��_•1�w,%_x-^`,5r�";�\?xs.-;.'`.f�'1•..vi-e,��r_-.tY�i_�Y2i._�wM.,Nig'�:'.-{-A}'��,,rir.�..-_*�._._'9 ,,'�_L'S,Yp'tSVjt .s+Y+pA.Jlere'yY•�„ti'._�"�_"Jr� �5 .__x� Sr1.4„-.r��y'..b.tJ.N•�,lk'r��MY'�`_ae��o-9^��'_-h��ii�•.,'J-..^. �ia.y��`��„•4Ia�'•IY•��ri[.Fr�'Ct."'.s•:+�'�r��'.�'ME�`Il�"�L•`�"�p:.F��.1, , ..�...—'*l- A�.• .. 7 - t 0 A'",OF SOUTHOLD TOWN T-M-SUEN SOUTHOLD, NEW YORK PERMIT NO. 9213 DATE: -AP-R1L- 48..201& IPSa•1",TO: STEPHEN- .1 A ' PROP S� 'ADDRESS: 7065-NEW SUFOLK ROAD, NEW SUFFOI, I per SCTM# 000-117-5-30 17' _ � j�*' l Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on i'dl"It,10)land in consideration of application fee in the sum of 250 00 paid by Stephen Walsh and subject to the t4.#jjSand ,� Y .'I ►� , J i Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and `0-0 the following: Wetland Permit to construct a two-story 12'x28'addition onto the southerly side of existing dwelling;and as depicted on the site plan prepared by Samuels&Steelman,Architects dated October 30,2017,and stamped j ; eSyapproved on April 18,2018. e y+} •'�3+' t�l Y IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, - = ;jY, and these presents to be subscribed by a majority of the said Board as of this. cl,�'' - .1 � ,.r.f��j�� °�r�'�f;�<.•1li..i��pJy� sv"k,i�a+tia-s� I � r qJ 1 eta.• i{ 4 '''i � K q' � •4 _ a ��- Michael J.Domino,President Town Hall Annex John M.Bredeme r I Vice-President • , , 54375 Route 25 II' - P.O.Box 1179 Glenn Goldsmith --- ____—_— t Southold,New York 11971 A Nicholas Krupski � Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 UN BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1564C Date:March 15,2019 THIS CERTIFIES that the construction of.a two-story 12'.x28'addition onto the southerly side of existing-dwelling; At 7065 New Suffolk Road.New Suffolk Suffolk County Tax Map#1000-117-5-30 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 8,2018 pursuant to which Trustees Wetland Permit#9213 Dated April 18,2018,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 canstiliction of a tNvo-story 12'x28' adefition onto the southerly side of existing dwellinY. The certificate is issued to Stephen Walsh owner of the aforesaid property. s Authorized Signature Adk NMV YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Alba Facility DEC ID 1-4738-03190 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: STEPHEN D WALSH WALSH PROPERTY 47 EATONDALE AVE 7065 NEW SUFFOLK RDISCTM# 1000-117-5-30 BLUE POINT,NY 11715 NEW SUFFOLK,NY 11956 (631) 921=8598 Facility Application Contact: PATRICIA C MOORE 51020 MAIN RD SOUTHOLD,NY 11971 (631) 765-4330 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 712.349 NYTM-N: 4541.155 Latitude: 40°59'38.2" Longitude: 72°28'31.6" Authorized Activity: Construct an addition to existing dwelling. All authorized activities shall be done in strict conformance with the attached plans prepared by Samuels & Steelman Architects on 6/8/2018 and stamped "NYSDEC Approved" on 9/13/2018. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03190/00003 New Permit Effective Date: 9/13/2018 Expiration Date: 9/12/2023 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:ROGER EVANS,Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Br oo Y 1 0 -3409 n Authorized Signature: Date / / / 7/ /,j Page 1 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03190 Distribution List PATRICIA C MOORE Bureau of Marine Habitat Protection Danielle A Stango-Torre Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMITCONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. 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 Samuels & Steelman Architects on 6/8/2018 and stamped "NYSDEC Approved" on 9/13/2018. 2. 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. 3. 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. 4. 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. 5. 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. 6. 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. `- 7. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. Page 2 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03190 8. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 9. 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 placa before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 10. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 11. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 12. State Not Liable for Damage The State of New York shall in no case be 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. 13. 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. 14. 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. 15. 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 3 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03190 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. 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 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -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. newly 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 4 of 5 Ift NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION MW Facility DEC ID 1-4738-03190 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. This 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 be 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 5 of 5 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 26, 2017 TO: Patricia Moore (Walsh) 51020 Main Road Southold,NY 11971 Please take notice that your application dated October 20, 2017: For permit to construct additions and alterations to existing single-family dwelling-at: Location of property: 7065 New Suffolk Road,New Suffolk,NY County Tax Map No. 1000 - Section 117 Block 5 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on this 20,263.30 sq. ft. lot (9,658.75 sq. ft. buildable land) in the Marine I District, are not permitted pursuant to Bulk Schedule which requires a minimum side yard setback of 20 feet. The site plan shows the minimum side yard setback at 5'4". Authorized ig Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 26, 2017 AMENDED:November 21, 2017 TO: Patricia Moore (Walsh) 51020 Main Road Southold,NY 11971 Please take notice that your application dated October 20, 2017: For permit to construct additions and alterations to existing single-family dwelling_at: Location of property: 7065 New Suffolk Road,New Suffolk,NY County Tax Map No. 1000 - Section 117 Block 5 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on this 20,263.30 sq. ft. lot(9,658.75 sq. ft. buildable land) in the Marine I District, are not permitted pursuant to Bulk Schedule which requires a minimum side_yard setback of 20 feet. The site plan shows the minimum side yard setback at 51". This Notice of Disapproval has been amended to reflect the revised site plan last dated October 30, 2017. ( D Authorized Si t Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. iBOA,.R-:D MEMBERS OF so Southold Town Hall Leslie'kanes Weisman,Chairperson Dy,� y�l 53095 Main Road-P.O.Box 1179 h O Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes 0.0 Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ;41% �Q 54375 Main Road(at Youngs Avenue) Nicholas Planamento1ye40 Southold,NY 11971 1, 30 Vhttp://southoldtownny.gov DZONING BOARD OF APPEALS 1 FEB 2 2 '01$ TOWN OF SOUTHOLD Tel.(631)765-1809 -Fax(631)765-9064 RECEIVED ..lY T' �'-tin TOWN OF bOL_'FIX61NGS,DELIBERATIONS AND MEETINOF FEBRUARY 15,2018 DETERMINATION E B 2 2 201$ ZBA FILE: #7129 &4a.uthold Town Clerk NAME OF APPLICANT: Steven Walsh PROPERTY LOCATION: 7065 New Suffolk Road,New Suffolk NY SCTM No. : 1000-117-5-30 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 November 21, 2018 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 22, 2018. 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 EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject,rectangular,waterfront parcel consisting of 20,263 square feet or 0.465 acres located in the Marine 1 Zoning District fronts 100 feet along New Suffolk Road with 202.63 feet of tidal wetlands approximately on School House Creek to the north and 100 feet of tidal wetlands to the east shared with a vacant, residentially zoned lot and has a southern lot line of 202.68 feet shared with the same neighbor. The subject parcel has a lot area of 9,658.75 square feet or 0.2217 acres landward of flagged wetlands and has existing residential lot coverage of 557 square feet, or 2.75% consisting of a 2 story wood-frame residence with porch accessed via a gravel parking area as shown on the site plan created by Tom Samuels,R.A. of Samuels& Steelman Architects and dated October 30,2017 based upon a survey by Joseph A.Ingegno,L.S. BASIS OF APPLICATION: Request for a Variance from Article XII, Section 280-53; and the Building Inspector's October 26, 2017, amended November 21, 2017 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single-family dwelling at; 1) less than the code required minimum side yard setback of 20 feet, located at: 7065 New Suffolk Road, New Suffolk, NY. SCTM#1000-117-5-30. RELIEF REQUESTED: The applicant requests a variance to construct a two-story, 12 feet by 28 feet addition on the south side of the existing residence with a 5.1 feet side-yard setback where the code requires a 20 feet side-yard setback Page 2jebruary 15,2018 #7129,Walsh SCTM No. 1000-117-5-30 ADDITIONAL INFORMATION: Two residents of New Suffolk and neighboring vacant lot owners offered written communication opposing this application in advance of the public hearing and also spoke before the Board in opposition citing privacy and environmental issues. A prior Zoning Board of Appeals application relative to this site, #5386, was withdrawn October 21, 2003. Certificate of Occupancy#34922 issued May 1, 2011 pursuant to Building Permit #34630 issued April 27, 2009 for demolition of an existing single-family residence and construction of a new single-family residence was erroneously issued based upon Residential R40 Zoning where the correct Zone at that time and today is Marine 1. This error allowed the construction of the single-family residence with a southern side-yard setback of 15 feet, conforming to R40 Zoning, instead of the required 20 feet setback required by Ml Zoning, and is again, erroneously carried over on the pending application. The applicant's architect . spoke as the design professional outlining the proposed alterations to the existing house and the applicant's attorney/agent also spoke during the public hearing. The correct Zone, Marine 1, was brought to the applicant's attention during the public hearing. The attorney for the applicant provided as follow up documentation, received February 6, 2018, with supporting Zoning Board of Appeals decisions granting similar relief in the immediate New Suffolk area: #243, #3038, #6670 and #5296 (reversed by legal action) and also addressed the neighbor's concerns. Furthermore, communication with the Town of Southold Board of Trustee's yielded a valid permit, #8677, issued to the neighbor to build a single-family residence with attached garage accessed via a driveway on the north side of their lot indicating a side yard set-back of 50 feet, adjacent to the applicant's proposed addition, as described on the survey included in the permit. A wood stockade fence located on the shared lot line and indicated on this survey, was visible during site inspection. Similar inquiry to the Town of Southold Building Department indicated no pending application for a building permit has been filed by the neighbor to develop their vacant lot. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 1,2018 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 $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The hamlet of New Suffolk and the adjacent neighborhood to the south and east of the subject property is a well-developed area established prior to current Zoning and has the character of a seafaring,. coastal New England village similar to that of Orient, also located in the Town of Southold. The majority of area homes, in the immediate vicinity are sited on small, non-conforming, irregular- shaped lots with front, side and/or rear yard setbacks that do not conform to the current Code. Furthermore, the proposed 12 feet by 28 feet addition, with a side-yard setback of 5.1 feet, will increase the existing footprint of the house by 336 square feet. The proposed two story addition will enlarge the living area on the ground floor and will add a second story bedroom and storage area. The existing dwelling is an unusually small, one bedroom residence; and the proposed addition will make it more conforming to, but still smaller than, other residences in the immediate area. As a result of the tidal wetlands,nearly half of the actual lot remains undisturbed in its natural state, benefiting the community at large. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject parcel is severely limited in its development by flagged tidal wetlands of School House Creek on two sides, which limited the original development of the residence as a result of New York State Department of Environmental Conservation requirements and that of Suffolk County Board of Health, which further limits expansion of the house on the west side as a result of the placement of the onsite waste water,treatment. The only available area to expand the house,without encroachment into the wetlands,is to the south, in the side yard as proposed by the applicant. Page 3,Tebruary 15,2018 #7129,Walsh SCTM No. 1000-117-5-30 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 74.5% relief from the code. However, as a result of'the area of non-disturbance to the north and east facades, and the location of the sanitary system on the west side of the existing house, the only possible location to expand the residence is on the south side. 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. 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 the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions to an existing single-family residence consisting of enhanced living areas, an added first floor bathroom and a second bedroom with storage area on the second floor 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 Weisman (Chairperson), seconded by Member Dantes, and duly carried,to GRANT the variance as applied for, and shown on the site plan labeled Sheet 1 and Sheet 2 prepared by Thomas Samuels, R.A. of Samuels&Steelman,Architects and dated October 30,2017,based upon a survey prepared by Joseph A.Ingegno,L.S; SUBJECT TO THE FOLLOWING CONDITIONS: 1. Applicant is to landscape the southern lot line for the first 85 feet from New Suffolk Road towards the flagged wetlands with evergreen trees having a minimum height of six (6) feet to be continuously maintained. 2. A covenant subject to the approval of the Southold Town Attorney's Office shall be filed in the Office of the Suffolk County Clerk agreeing that the property shall only be used as a single family dwelling and that the homeowner shall waive the right to apply for a Bed and Breakfast use. 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. Page 4,februai� 15,2018 #7129,Walsh SCTM No. 1000-117-5-30 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Planamento,and Dantes(Member Acampora and Member Goehringer were absent) This Resolution was duly adopted(3-0) 6 '11/1' - b"?14,1 - L. 4iiwt- � Leslie Kanes Weisman, Chairperson Approved for filing a 00 /2018 FQ scot t A.�Russell ,�a°Su p STO]RMWA IFIEIR� SUPERVISOR � MANAGEMENT I��I[A\I�A\�G�JEI��[1E1�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Ol 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT rNVOLVE ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) []&(A. Clearing, grubbing, grading or stripping of land which affects more ❑E3/ than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑12(/C. Site preparation on slopes which exceed 10 feet vertical rise to r 100 feet of horizontal distance. ❑ 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. . Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management I Control Plan was received by the Town and the proposal includes L in-kind replacement of impervious surfaces. I 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. APPLICANT (Property Owne, ign Professional gent.Contractor,Other) S.C.T.M. #: 1000 Date ,n,� I, r District NAME. �Y� 1�. �. Section Block Lot /[ (/ [`/�� FOR BUILDING DEPkRTME Contact Informattott t! 73 T `" ! `! �(/��•��}J��/�\ T.IryM Yvmbrl • 7 Reviewed By: Property Address/ Location of Construction Work: ( — — — — — — — —Date: — — — — — — — i 6 L, _ ( Approved for processing Building Permit. (l - - - - - - - - - - - - - - - } `� K l Stormwater Management Control Plan Not Required. /V - - ' I Stormwater Management Control Pian is Required. (Forward to Engineering Department for Review.) j FORM ## SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. : 1000 CHAPTER 236 (Property Owner,Desjgn Professional,Agent,Contractor,Other) —�— b'��- Stormwater Managiemtnt Control Plan ClWtk LIST NAME: SectionBy lock Lot � S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. w.moi .. Date;� � �y * The applicant must provide a Complete Explanation and/or Reason for not providing 7 « all Information that has been Required by the following Checklistl nrte- ekp 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YENO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location &Description of Property Boundaries b. Total Site Acreage. , c. Existing-Natural &Mari Made Features within 00 L.F. LSU V LS of the Site Boundary as required by§2s6-imu21. d, Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. EROSION&gED1mFNj CON C. Limits of Clearing & Area of Proposed Land Disturbance. Shall inGlud,- but not be limited to. f. Existing& Proposed Contours of the Site (Minimum x lntervaW A & Location of all existing& proposed structures,roads, driveways, sidewalks, drainage improvements&utilities. %Of exposed ' OF 90TYM01,in h. Spot Grades & Finish Floor Elevations for all existing& �+ proposed structures. • 1. cation of proposed Swimming Pbol and isc-` ge-ring, b Location of prop2se4 Soil Stock Ile Are. k. Location of proposed Construction Entrance/Staging Area W. I. Location of proposed concrete washout area(s). 'M. Location of all. ro osed erosion&sediment control measures.. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and Infiltrate DA 011114AGE INSPEGAGNS ARE REQUIRED on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval ' that the dralMap has 15een installed to C Items requiring details shall include but not be limited to: ode. a• Erosion &Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g•catch basins,trendh drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) ' " F()ft LNGiN[:GIZ.I GD PART t T`^SE ONLY`*`*3 Additional Information is Required. - Reviewed & I Stormwater"Management Control Plan is Not Complete, Approved By: i — - - - - -- - - - - •- - — — — - - - ® Stormwater Management Control Plan is Complete. Date: ! I SMCP has been approved by the Engineering Department, � # SWCP C)e List-TOS MAY 2014 R ad Z• EROSION &SEDIMENT CONTROLS N Q Shall include but not be limited to: J g• °a o A well maintained Construction Entrance, F o > Wire Backed Silt Fencing, stabilization& W —i• W Z W x Seeding of exposed and/or inactive soils. = a z U. W. v w 10 M Q 1N O 10 BRAINAGE INSPECTIONS ARE REQUIRED W• _ U Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification Q F- that the drainage has been installed to Code. N U) APPROVAL OF STO TER NAGEMENT COPITROL P - own ode h t r 36 Date: D Approved y: SITE ATA ��°� "�A ,�P g G SA � SCTM # 1000-117-05-30 PROPERTY: 7065 NEW SUFFOLK RAOD ADRESS NEW SUFFOLK, NY. 11956 OWNER: STEVEN WALSH NEW SUFFOLK, NY. 11956 PR JECT NO: 1713 DRAWN BY: SITE: 20,263.30 SQ. FT. = 0.465 ACRES TS TOTAL AREA CHECKED BY: LOT COVERAGE: DATE: 6/8/18 EXISTING: 557.sf= 2.75% SCALE: PROPOSED: 860 sf= 4.24% 1 = 10' - 0'l SHEET TITLE: SITE AREA LANDWARD OF WETLANDS: 9,268.5 SF EXISTING: 557 sf = 6.01% SITE PROPOSED: 860 sf= 9.28% PLAN ZONING: M-II FLOOD: "AE"(EL.6) ZONE SHEET NO: SURVEYOR: KENNETH M.WOYCHUK PO BOX 153 AQUEBOGUE, NY 11931 I BELL. BLK. ; vVr�QD SOLJ�'\HOLDS 7OlNN TRU!5TEES STONE DRIVEWAY- N.� �� .�\�F '�`,,\ DECD ;'�.� Q �T PROPOSED 'o vv \ DR WELL - 2x8 N - 7Fr----�` fOVER 2 6. 6' 1 ` 3' o EXISTING ITARY �� 2 STORY . z w DWELLING 0') o Lu ' Q SYSTEM TO MAIN #7065 J 'oo I -- r , \ LP LP ° TEST H 0 LE - 10.3 LP LP LP N \`OPbSED /\ /\ \ A I - N RAMP _�' x SH�D U.P. 2� , x STOCKADE FENCE ALONG LINE 6 �� ' �4 �1p0 `.\ WOOD RA 13 MON . N 3 °4 7 '2 D " W 5 'x5' FRAME PLATFORM FOR G�N 8 CD LAND N/F OF O JONI FRIEDMAN N ANDREW TORGROVE ORCHARD STREET TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 21, 2001) EL 8.0' 0. DARK BROWN SANDY LOAM OL aBROWN LOAMY SAND SM a ad 2.5' SITE PLAN 7r"t;;'`` 'S•,' PALE BROWN FINE TO MEDIUM SAND SP SCALE: 1 " = 10'-0" EL 1.7' 6.3' DRAINAGE CALCULATIONS : ` o� FPOI��a BUILDING DEPARTMENT-Electrical Inspector s, TOWN OF SOUTHOLD N Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger:richertO,town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: I�bn(� �1 (;((" Cil ltd Date: 2 Company Name: Name: (, License No.: email: 0• " Address: p®• t363� ��,QYldriC ��`�1_I14U� Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Q�t� Address: —+iJ o S I[, 1 Cross Street: 47 Phone No.: (a3I Bldg.Permit#: L4 '?�I n email: Fax Map District: 1000 Section:I Block: Lot: 03b BRIEF DESCRIPTION OF WORK(Please Print Clearly) �LOar CA',Ar c\r_ /-2SS 'N'lCx�h I foo �-�- Circle All That Apply: Is job ready for inspection?: YES / Rough In Final Do you need a Temp Certificate?: YES / I@ issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: � ISC� •c� PAYMENT DUE WITH APPLICATION 82-Request for Inspection Formas rys.z�l- Town Hall Annex �4 Telephone(631)765-1802 54375 Main Road , Fax(631)765-9502 P.O. Box 1179 coo Southold, NY 11971-0959 �;.oy BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE'CONSTRUCTION, PRE-ENGINEERED. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 7 t �-ct 0�' Owner: waaS A Location of Property: [f / " ck Please take notice that the (check applicable line): New commercial or residential structure Addition to existing euial-or residential structure Rehabilitation to an existing commercial or residential structure to_be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) i( Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: 76iowez4 . Name (person submitting this form): I fav c0 awtae.,(E, Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 W9 DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 H 1/291 STROKE The construction type designation shall be 661999 66117!9 6611177' 661VIlor 66v77 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL. section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ 'AF77 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ■ ■ AARP: ROOF FRAMING r `` 1" 11FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 September 24, 2018 Southold Town Building Department Main Road Southold, NY 11971 Re: Addition and Renovations to A SAILOR'S COTTAGE (Walsh Residence) 7065 New Suffolk Road, New'Suffolk We hereby apply for a Southold Town BUILDING PERMIT for the above referenced project, which includes an addition on piling foundation to an existing house. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. copy SCDHS permit, authorizing up to three bedrooms (total of two proposed) 4. Southold Trustees permit 5. NYS DEC permit 6. Southold ZBA determination 7. Stormwater Management Work Sheet 8. SWPPP Assessment Form 9. Floodplain Development Permit Application 10. REScheck Version 4.6.3 Compliance Certificate 11. Notice of Utilization of Pre-Engineered Wood Construction 12. Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Thank you, Tom Samuels, RA t BP# 4bl �o GTom Snodgrass<tom@cihinc.com> [ C;oog'L Re: Fwd: Walsh inspection 1 message Lester Walsh <les@cihinc.com> Mon, Dec 3,2018 at 5:22 PM To:Tom Samuels<Tom@samuelsandsteel man.com> Cc: STEPHEN WALSH <jsnb90@vedzon.net>,Tom Snodgrass<tom@cihinc.com>,Tyler Garrett<tyler@cihinc.com> Great,thank you. On Mon, Dec 3, 2018 at 3:57 PM Tom Samuels<Tom@samuelsandsteelman.com>wrote: Will do. I will give them an as-built SITE PLAN showing dimensions and drywell under house. You will be getting the piling certificate, mailed directly to you from Chesterfield. It was sent out on Thursday. Thanks, Tom On 12/3/2018 3:00 PM, Lester Walsh wrote: Tom, Please provide an updated site plan with your stamp per the attached from the inspector. Hopefully he will accept this over an actual survey. We have everything else. Thanks Les ----------Forwarded message--------- From:Tyler Garrett<tyler@cihinc.com> Date: Mon, Dec 3,2018 at 12:15 PM Subject: Walsh inspection To: Les Walsh<les@cihinc.com>, <tom@cihinc.com> t Hi gentleman Please see attached inspection slip for Walsh job in new Suffolk Inspector looking for for some updated and or additional information Let me know if you have any questions Sent from my iPhone Lester Walsh les@cihinc.com 631-258-3767 ID E -- Lester Walsh les@cihinc.com DEC - 6 2018 D 631-258-3767 3 DING DU_PT TOWN OFSOUJUC . Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 December 5, 2018 Southold Town Building Department Main Road Southold, NY 11971 Re: Addition and Renovations to A SAILOR'S COTTAGE (Walsh Residence) 7065 New Suffolk Road, New Suffolk BP#43130 Attached find the following drawings for your files, as requested by the building inspector: 1. Updated SITE PLAN 2. FLOOR PLANS with revised framing You will note an existing drywell under the piling foundation, shown remaining. discussed this with Jamie Richter, who gave his verbal approval. Included find an extra print of SITE PLAN for his formal approval, if that is necessary. The requested piling certificate will be submitted under separate cover. Thank you, r Tom Samuels, RA DEC 5 2098 iy L- Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 MAR 2 7 2019 March 27, 2019 Southold Town Building Department TOWN OF SOHO " Main Road Southold, NY 11971 Re: Addition and Renovations to A SAILOR'S COTTAGE (Walsh Residence) 7065 New Suffolk Road, New Suffolk BP#43130 Attached find the following documents for your file, as requested for issuance of a CERTIFICATE OF OCCUPANCY: 1. As-built SURVEY 2. ELEVATION CERTIFICATE 3. Trustees CERTIFICATE OF COMPLIANCE 4. Suffolk County COVENANTS AND RESTRICTIONS per ZBA 5. Photos showing planted shrubs per ZBA If,this completes the file, please prepare a CERTIFICATE OF OCCUPANCY, and send it to my office. Thank you, k Tom Samuels, RA ° B12V 2D10 SITE DATA FW, SCTM N 1009-117-0ea0 PROPERTY: 7066 NEW SUFFOLK ROAD LL) '�` SCHOOL HOUSE CREEK ADRESS NEW SUFFOLK,NY.11866 0 0 S 83'47'20" E 202.63' OWNER: N7ewsuFFOLDiceRoan RISTlewsoN lZL NEW SUFFOLK.KY.11966 0 W ' RAo SITE: 20,263.30 S0.FT..0.465 ACRES N Ue O O RAc RAO ZONING: R40 O Lu p UNDER- f FLOOD. -AE"(EL8) E 6R+OIIHD FL40 „- �It' ZONEAL p AIL p SURVEYOR: JOSEPH BOX INGEGNO O W Lu(� A L1 <i-O' rN '' RIVERHEAD,NY 11901 ZO�� = b. �'@� ,11� ilk F Q O 0 ZpT. Q ,« O N it f/3 j m V 11k Z3 LOCATION MAP Q MAIE�7LST� ,tom o Q w I LP to oAll WM RAO r �• N 83.47'20" W 202.68' Z AS13UIL7c' SEPTIC, SEPTIC,SYSTEM 1-1000&AL SEPTIC,TAW �-�] /'�' °'• 5-8Ff`DIA X 2FT DEEP SITE PLAN LEACHING POOLS(LP) SCALE 1-.W'4' FF EL= N 5' E+UILDIN&WALL &P-ACE LINE ELEVATION 200 FT a &P-AVE LINE ELEVATION +-'T.65'FT 1'MIN.2'MAX. TEST HOLE DATA I/4°/FT. (TEST HOLE DUO BY ufmNALD cencnrurr ON WACH 21,Zoog 2297 SEPTIC, 1/5"/FT TOP OF POOL 6-2 FT EL.&CL LEACHING = 1,DARK BROWN SANDY LOAM OL LIT Ts IE.+1891' TANK POOL BROWN LOAMY SAND SM dw zoic 2.5' IE.+b 65' IE.+5.'(' --- X1(3:NEW YO PALE BROWN FINE t• 30'-0 I w �qP O 63'50 Sq� R.� TO MEDIUM SAND SP AS BUILT 201-0' Gam! EL 1 7 T1 . SEPTIC o * � u' Ar SITE PLAN SEPTIC PROFILE > YSTEM LLI (N.T.S) w r.l a 9 0183 FlNE TONMEDIUMBSAND SP E W 13' E S.C.T.M. NO. DISTRICT. 1000 SECTION: 117 BLOCK: 5 LOT(S):30 i [f (AND N/F OF- j83LAWRENCE TUTHILLMON. \ S °47'20" E��" 202.63' o `� \ 00'\ SC MON. o HO , AL OL OUSE HR -''' Q - - oNG BANK EEK O LA�DWARD EDGE OF TIDAL WETLANDS�� -- — — O AS pELINEATED BY SUFFOLK ENVIRONMNETAL`�>. O ` CONSULTING, INC. MAY 21, 2018 —••— —_. — ✓' v O I \ \ /�� /� /✓ O LIMIT OF MODERATE �. ✓✓ ��✓ ✓ 1\3 W4VE ACTION BOUNDARY �' i i ✓ O rT 4� I. I / / /� W Z L, BELG. BLK:ZURB�V!q7R 6/_` 5' \\ `\MOOD ` Q ' 'I''. 1 % I I W z w Mrr_nnJ ��V� \� DECK �\ 41.2 I \ 1 I I 1 g �1 STONE DRIV�yyAY ` \ `� I \ I 1 1 -' zo z 40.9 — 7 1 RO�F OVER �� j \ \\ I \\� 1 0 I 1 1 1 ST •.'•26.8':.:.:••• 1 0 SANITARY 1 p SYSTEM :. :• ::: ::: (Z)(:) W 2 STORY'.:.. : 3 I O DWELLING..*.-* ♦ 1 \ LP m- 7065= :ry ♦ \ \ / `� �� 1 o ' ':* # o ^J �.FFL 8.7: EN. Z LP LP LP /7i .�•::::..':. .::: ©RAMP 1��3' \ �� U.P. / :. 126.8' . I..:) w:SH FENCE 41.6 `✓ \ �� 1.3'N 1,W STOCKADE FENCE A bNG LINEOD 6 4 DRY WELLS �� WOOD RAIL FENCE �� MON' N\0047'20" W 202.68' MON. FIRM MAP#36103CO501H o LAND N/F FLOOD ZONE AE (EL 6) o OF p JONI FRIEDMAN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL N ANDREW TORGROVE LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. ORCHARD STREET FINAL SURVEY 03-18-19 AREA: 20,263.30 or 0.47 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA 7E EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 7777E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION UPLAND AREA: 9,268.5 S.F. 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 EXISTING LOT COVERAGE 865 S.F. Or 9.3� NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OR DESCRIBED PROPERLY CERTIFIED T0: STEVEN WALSH; MAP OF: I FILED: SITUATED An NEW SUFFOLK TowN oF.SOUTHOLD KENNETH 111 WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Hog 153 Aquebogue, New York 11931 „ , PHONE (831)298-1888 FAR (831) 298-1588 FILE 18-62 SCALE: 1 =20 DATE: MAY 25, 2018 N.Y.S LISC. NO. 050882 mmintainins the records of Robert L HenneM&Kenneth u-lloyehuk REScheck Software Version 4.6.4 Compliance Certificate Project WALSH RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7065 NEW SUFFOLK RAOD _ STEVEN WALSH TOM SAMUELS NEW SUFFOLK, NY 11956 7065 NEW SUFFOLK RAOD SAMUELS AND STEELMAN NEW SUFFOLK, NY 11956 ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NY 11935 6317346405 pliance: Passes using UA tradeoff Compliance: 28.9%Better Than Code Maximum UA. 97 Your UA: 69 Maximum SHGC. 0.40 Your SHGC 0.27 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 Cavity Contr. Assembly or Ij-Factor UA Floor 1:All-Wood joist/Truss:Over Outside Air 300 30.0 7.0 0.026 8 Ceiling 1: Flat Ceiling or Scissor Truss 320 30.0 7.0 0.028 9 Wall 1 East 1st fir:Wood Frame, 16" o.c. 107 19.0 12.0 0.034 3 Window 1:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.27 Window 2:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.27 Wall 2 East 2nd fir:Wood Frame, 16" D.C. 104 19.0 12.0 0.034 3 Window 3:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.27 Wall 3 South 1st fir: Wood Frame, 16" o.c. 236 19.0 12.0 0.034 8 Window 4:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC: 0.27 Window 5:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC: 0.27 Wall 4 South 2nd fir:Wood Frame, 16" o.c. 231 19.0 12.0 0.034 8 Window 6:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC: 0.27 Window 7:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC: 0.27 Wall 5 West 1st fir:Wood Frame, 16" o.c. 107 19.0 12.0 0.034 3 Project Title: WALSH RESIDENCE Report date: 09/25/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Walsh\Energy Pagel of 2 Calculation.rck J Gross Area Cavity Con't. Perimeter Window 8:Wood Frame.Double Pane with Low-E 3 0.300 1 SHGC: 0.27 Window 9:Wood Frame:Double Pane with Low-E 3 0.300 1 SHGC: 0.27 Wall 6: Wood Frame, 16" o.c. 104 19.0 12.0 0.034 4 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. SIM e Vdty- Ntime-Title � Signature Date OF�k W YO,4rt `'G.SAI�/��l co �� s r oo$ 0 GISTERV P� Project Title: WALSH RESIDENCE Report date: 09/25/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Walsh\Energy Page 2 of 2 Calculation.rck REVISIONS: 9/27/18 r - ��c•� � z zas Y LANDN/F ......... _ p O ` O F U.P. LAWRENCE TUTHILL MON . 83 °4720Ems ` o � o w X202. 63 z dc), --�— — \ S MON. p HHoot wHous�- 0 , O /NEo/vCRE . . ,,,' z LL LL N/� 1 i w c J O �� I \\ z \\ LANDWARD EDGE OF TIDAL WE1 "- "- '-' _ O \o AS DELINEATED BY SUFFOLK ENVIRON1 NE-TA.E__ `` ► \\\ CONSULTING, INC. MAY 21 2018 O w \\, \ , LIMIT OF MODERATE DAVE ACTION BOUNDARY ` , ' o w \` EX15T1 NG DRYWALL ` ,'' 2 TO REMAIN Ld L i 1 / � , --------- \\ 4, 'i�C .�I I7 �'I LTNGi� Z O - \\\�_ `\ w LL o BELL. BLK. � R� - 5w O - 6 D '� �OlJ�'HCLr;� �TCNN TRU5TF_fS ' z o C) STONE DRIVEWAY_,. �' SNF DECD / \\ �T � FT. EL,EV. I I � � W v Lf PR POSED ,DvG �' / O I \ 1 I 1 -- I 2x8 ' �A� \\ --- %/ I \ DR WELL `\ , - 7 Of�r OVER �� \\ Q o z ' 40.a \\\ cr Q � �, \\\ 2 STORY \ / >- w � O EXISTING I1�ARY \ z 1 1 /2 DWELLING ao LLI Q SYSTEM TO MAIN % X >o ' \ ,- #7065 v oo I Q o . p \ I O / FFL LoO 10.3 O TeST HOLE' "'*'--" 2.8' 3. x 1 x LP I LP I LP 1 It r 1 \3 ;\ 7 N A ITIIONRA fr oo . \ w• U.P. Zktlb FENCE w• N = M 1 .3'N a STOCKADE FENCE ALONG LINE 6 v' \4\ \\\po �•\ WOOD RAIL FENCE 0. 1 ,W cn cn MON . N %83 °4720 " W 5 'X5' FRAME PLATFORM FOR &ENERATOR 202. 68 ' MON. 0 LAN D N/F 0 OFTA 0 S ITE LJ A - o JONI FRIEDMAN N ANDREW TORGROVE FIRM MAP#36103CO501 H SCTM # 1000-117-05-30 , FLOOD ZONE AE (EL 6) , ' a �. ' PROPERTY: 70 SUFFOLK RAOD . ORCHARD STREET ELEVATION DATUM: NAVD88 ADRESS NEW SUFFOLK, NY. 11956 OWNER: STEVEN WALSH TEST HOLE DATA PROJECT NO: (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 21, 2001) LOCATION MAP NEW SUFFOLK, NY. 11956 : 1713 EL 8.0' TS DARK BROWN SANDY LOAM OL SITE: 20,263.30 SQ. FT. = 0.465 ACRES N BY: TOTAL AREA CHECKED BY: •d ., BROWN LOAMY SAND SM ,"i";,i%.D fir'%'-•i.,,' a,,,- ';"'7i r.r; �.�rc LOT COVERAGE: ATE: " EXISTING: 557 sf- 2.75% 6/8/18 i SCALE: 'r o A E: " PROPOSED: 860 sf- 4.24/° PALE BROWN FINE TO MEDIUM SAND SP ". - 011 SCALE. 1 - 10 10 -0 f <. .:....,.,.:...,.•. )f TITLE: EL. 1.7 �7 6.3' SITE AREA LANDWARD OF WETLAND ,--";'L.... �, ,..,,,i;; ;,•moi%rri t %:,///i;,, 9,268.5 SF ,,�^.� .,. " ,��.::° ;�„>�-^” ''� EXISTING: - DRAINAGE CALCULATIONS : � � /�� :...� sf 6.01° -� ;- SITE ,r,,<,,,;: 557 / „',--- PROPOSED: 860 f „. ��;:;. :��:.-';�; ::��, s 9.28% ... .. (( � `.,/; 'ti 4 I tAM1, , AN WATER IN ALE BROW E '��- �, ZONING M-II TO MEDIUM N P ' ^' ' — SAND S %dz, , � sire A) PROPOSED A D D I TI O N 3 0 3 S Q. FT. _- .,.,, Y �F „��. r FLOOD: 303 x 0. 166-50.29 < 51 cf REQUIRED Q ,,,„ :,:,�:::; ZONE — .... .,........,.. .........,,,. •. ,.v.,-.. .': :; - ;iii;` — f , 48DIA x 2 DEEP DRYWELLS 84cf PRODSHEET N( 1 ) . ... ...... ............... ..., ty> fes' .,, ,.,..,,,....,.... .,...,......,,i.i... ';ice' SURVEYOR 13' , KENNETH M. WOYCHUK ........ ..... ,.,' _ PO BOX 153 AQUEBOGUE, NY 11931 RE�/ISED: .SITE DATA SCTM # 1000-117-05-30 PROPERTY: 7065 NEW SUFFOLK RAOD ADRESS NEW SUFFOLK, NY. 11956 N/0/F OWNER: STEVEN WALSH LAWRENCE M. TUTHILL NEW SUFFOLK, NY. 11956 e BOAT MARINAF�ogr/Nc FLAG \ (UNDERWATER LAND) Dock SITE: 20,263.30 SQ. FT. = 0.465 ACRES O 5 4 3 2 \IIS TOTAL AREA . r \ \� SCHOOL HOUSE CREEK qMp LOT COVERAGE: �l • EXISTING: 557 sf= 2.75% . I 5_0 \ FI 1'4 20 —'FG PROPOSED: 860 sf= 4.24% W X r •• 0� MPRH Z p' 1 ,3 30o WP R SITE AREA LANDWARD OF WETLANDS: �I 4 4 WIGS 9,658.75 SQ. FT. = 0.2217 ACRES o �1. _ ° J -• ..Q:. G � 5 EXISTING: 557 sf— 5.76% 0 ' 2. t�i w 1. i- ��`- �, - PROPOSED: 860 sf= 8.9% O o: FRO DLL 11 WOOD p PLATFORM ZONING: R-40 11. W ;o; T / 4--� 0 FLOOD: "AE"(EL.8) Z 3 �;;' <� G - - _ I ll O ti ZONE _j L- s�ti T B�c Z_ - O �. -+ SURVEYOR: JOSEPH A. INGEGNO wm � W _ W 3 a � " 'EXIS TREE ' 9;5,5 <q o \ I' _5 P.O. BOX 1931 0 = 0o '".. TREE qA 1 ll RIVERHEAD, NY. 11901 Z W col: `�l. - 0 V n FT I RF`� ?� 6 A :;- O 4. Q Y DW n�n NOTES: W _� "'• .' `1a� .:'' ` " ,r '" S O w 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM. Uj a :,, •,.,., LLI`� Q� ST I w (V EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 �y F—� +•, �/ /� I SII, I ll _ p 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON IL Lit, C:) U ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED I " y FROM OTHERS v > w� EST HOL XP � � �EXIDE C�� - � 6 .s �I , II � �rL LU W XIS LP \ � W00 RE o PLAT ORM L LP LP W a i �1L 0 C NIL O Z w - .\�I� POST & RAIL T I 3: �l -• o F FENCE FENCE � / 8_6 LAG - 4 ' ND I J j zo 8=-1 - FELE 2,6 \ CONC. WOOD SII, O > » O.L. f. o i 0a St PLA TF M 0.8's. N 8 34 „ / 7 - 20 , - W n. 8 ^� r �. 7 PR D N ri OPOSED � D I TI O TO 8 N r” .., . . W 202.68 , s� : ; . ,., , 1 Z , EXISTING RESIDENCE w/303 i U �i S SEPTIr, SYSTEM f FOOTPRINT v ' " " '<-• U cn o oR � o: 11000 GAL SEPTIC TANK ST •Y J r , .r /',{moi%-.«i , • 3 5-8FT DIA X 2FT DEEP �4 (V LEACHING POOLS (LP) �' 18PT DIA X 2FT DEEP EXISTING WELL J'h -0CATIC?N FOR IRRIGATIONW a16 FUTURE EXPANSION ' w ONLY N o > a " .. LEACHING POOL (EXP) ,, - « r.. ' Mten a we i ' '+,,. - :..,...... •'... ,. .-..,.,, eFi-s^-': -:: ,>' ,;%;y�''% 'nas' N9 S + /F.; r Ai�� r 4apmttal��/ /„',' -,o✓p„i". „j/,, i ;r' N,. JOSEPH F p VACANT08 zL -,. , . . Ij r y - �'. - _�6.." .,s°j//✓,'/','n a:''�';`/ v/``•.. x.,.i.;%rr'rr, �ri.., /rr,r. ::i,,.,,.,..r'er/%.i<-' /� • O i .�w"YO, ./;,x 'ii';•%r/r;< -.,.�� ,., .,.. - ,Ll ,rr•; r..,,i„-o,,,r/.,,, •vor<i.,., °/i /, '� of FOUND .,.,, r.,„ c „,r ,"..;...r..arr.,.,,,.,,ii,r,i..sln.; ii<,.,r,.i ir,%/i�';ry„ ,,,,iii!%%•' „i. .�„ ///i,2iii,;: .rv;it%/rr, >. ly i' ,e: ii//,/, ,i, iii ...%i <:i.;,/ild/-.,<t;-i/<%r5:� y PIP �.�-,//i., / / :r'�ii- ;,�>' i;� /r-, /. �.r/,%,' ,/%./. err;,, ,�><' ,>//� ',-/;.Z, i;i;-';-i;', % %. ;%i%? i3/,'-<2/iii/i � m Lu Lu ORCHARD STREET = W• N 0 ¢ N 0 tD N W• a S M TEST HOLE DATA a . (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 21, 2001) (n Cn- Dr I T E NL m1l”, NE DARK BROWN SANDY LOAM OL SCALE: 1”=20'-0" ••a . BROWN LOAMY SAND SM e rd 2.5' .e•:.:;;r' OF NEW O �•.. 1, PALE BROWN FINE TO MEDIUM SAND SP ��P`C�Pg C SgMGf'� EL. 1.7' 6.3' c+ N� l`.;,•;nom, f1 '�: 018350A G� WATER IN PALE BROWN FINE PROJECT NO: TO MEDIUM SAND SP 0605 BU I LD I NG AALL DRAWN BY: TS GR,�DE LINE ELEVATION 20.0 FT. CHECKED BY: 13' 6RADE LINE ELEVATION ±"7.65' FT. DATE: I ' MIN. 2' MAX. 10/30/17 SCALE: 1"=20'-0" 4"/ T. I a"/FT. TOP OF POOL 6.2 FT. SHEET TITLE: IE. +IBM ' TANK POOL. Irz. +S.Sa' ESOT OF POOL 3.1 FT. SITE PLAN IE. +6.65' 15- +5.-' GROUND NATER 1.1 FT. � 201_ 11 8'-0" MIl✓ SHEET NO.: SEPTIC PROFILE Bldg Dept copy from ZBA Final reviewed documents N• ZBA File # 1 7 7 R �;, 77 LINEN �K 1/01 BATH 0 HALLROOF wm DECK tu LU z 0 ------------------- -------------------- ------------------------------------------------ x---- lu k LL ------- DN LL M /Vlol/,Wl�ll 7/7 A� 71 1E LU IL IE I I I I I � � -l. - \ I I I MW z co LU ------ ----- ----- --- -------------------- ----------------------- LU STORAISt I.. D D D D'0 D D 0 0 0 ED 0 ROOM UJI 0 LI 0 D D 00 1100000 11 0 D c JDDOODOODO 0 10 000000000 DoDooDco cn D 10 D 0 11 11 Ll D JDDODDDODD 000000000 DOOODUC 1100000 IDDoococco 0 ID 000000000 DUD Ell 0 loll IM j 7:77 " 77 0 0 H E L Em VAN"I'm I UA` No Su" U ]I- H E L U)E'luff AT I A 0` No SCALE: 1/4" V -0" SCALE: 1/4" V -0" SCALE: 1/4" V -0" PROP05ED ADDITION EXISTING RE51DENOF EX15TINS, RESIDENCE PROPOSED ADDITION otS Z DN PORCH c, >0 z Z w M LLI0 Ill V", 0 nw. o0 DW RM cl) U) KITGHEN i t--- I I - 00 Island I I I �Fc� --------------- - ———--------------- ————— ----------- F PORCH SI,,,, t----- ------------------ L t -——————————————-----------------------— �133 P-'� NUD 262 T--T I TW21052* ---------------- 4 STORAGE '41 L—A Ik m --- PROJECT NO: — —------------- ------- • U ---------------- ------- 0605 4----- ------------------------- ------------------ --- DRAWN BY: VENTED r-upzNArE TS 0000000000 1 0000000 0 cl 1: 11 13 0 0 0 0 cl cl 0 0 13 0 0 0 11 0 11 El Cl 0 1:1 El 0 0 z BY: 10000 o0 0 0 0 M 000C0DU DE 0 0 0 0 0 0 1:1 El 1-1 F] -100000000 0 0 0 0 D 000000000D 0000000 0 0 E 0000000000 C 1000000000EDoD0ccoollc 0000000coo D0000000000000 �DEJI000000 0000000 0 0 E 0000000000 =mom r r 0 11 11 El D0000000000000 o I I I I I I I I I I Q Hw LIVING ROOM < 10130/17 lu SCALE7__ 1 - 091 1/4IN = 1 SHEET TITLE: O j PLANS ELEVATIONS SCALE: AflON , j L E WEST ELE" SCALE: 1/4" V -101" SCALE: 1/4" V -101" SHEET NO: F I Ro" IS m"I" F L 0 0 P L IN SCALE: 114" = V -0" �3f3� REVISIONS: 9/27/18 12/04/18 AS-BUILT LN o� LA N D N/F o o SOF" > U.P. a � ^ 04 ^ LAWRENCE TUTHILL o MON . 83 47 '2 0 202. 63 ' Z % \� �-- MON . o CyO0 U. C UL \\ .\ •'. .,, j L oN� REED - ui . LANDWARD EDGE OF TIDAL WEN - - '-"- - - , ' o Y o �\ AS DELINEATED BY SUFFOLK ENVIROWNE-4L__ _ _ ,,, �I w CONSULTING, INC. MAY 212 2018 2 ,- ,=' o w LIMIT OF MODERATE DAVE ACTION BOUNDARY '' N o w vu EX15TING DRYWALL �' TO REMAIN �`, 2 ;' ;'' y W / // •� � � j moi' 7 N • ------------------ — `\``��` / / ////i//,// ` 3 \ \I I / ,,�' L L 4 ' 1 LT FENrE fP,-- R 0 BELL. BLK. OTJR�`� - ' S - `\, ,`� ; Ld o o w �-- O 6 vVooD ,-- SOU��'\ OBD TOV�N TRUSTEES z _ �•• � •� ' DECD '` ' \\ � � I � w STONE DRIVEWAY o �.�/NF %, `\ Q AT 15�`: T. L; V. g _ Ld V _` \ z J) i -- --�� I �. I�OfF' OVER Q 40.a ► //% . \ \ S 2 6. 6 y I ` i `\ i 0 -- �• EXISTING SANITARY \\� 2 STORY z w Q DWELLING rn o w� Q SYSTEM TO REMAIN � °' #7065X v J oo FFL 8. 7 LP 1 I LP 12.8 ►�' . 3.5 co Q TEST HOLE` , 1 ; o \ , 7N � {Rv: 0 10.3 ; v.,: ` ��\_ \`` I J �• ti \4 \ //' N .y ' r S"..¢. :',L• "7J �, \ `__ —� / \ W J• U 3 X -, 0 STO 1 3' Z LL o LP LP N �N.. ; . . *y r. ., \ w. w 7 u, RAMP ` • 2 ,RNv h c� S HAD FENCE w• N = M f \ ^ .f r. (� / STOCKADE FENCE ALONE LINE 6 \4 \\\po WOOD RAIL FENCE 0. 1 'W E3 n 13 m MON . N \83 °4720 W 5 'x5' FRAME FLATFORM FOR GENERATOR 202. 68 ' MON. LAND N/F o OF JONI FRIEDMAN oX I STI NG 2x8 DRY'Y� LL TO REMAIN S I T A T 'Am ANDREW TORGROVE �� cNs��'""�; N UNDER � I L I NG FOUNDATION FIRM MAP#36103CO501 H - .�� Si , SCTM # 1000-117-05-30 0 FLOOD ZONE AE (EL 6 ' PROPERTY: 7065 NEW SUFFOLK RAOD ADRESS NEW SUFFOLK, NY. 11956 ' ORCHARD STREET ELEVATION DATUM: NAVD88 TEST HOLE DATA OWNER: STEVEN WALSH (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 21, 2001) 11:2 NEW SUFFOLK, NY. 11956 PROJECT-NO:'" TOPOGRAPHIC ELEVATIONS ADJUSTED TO NEW SURVEYL 0% C A IT 10 N M A 1713 EL. 7.0' 0• SITE: 20 263.30 SQ. FT. = 0.465 ACRES DRAWN BY: YZ zzDARK BROWN SANDY' LOAM OLTS S ri, .< -� - °. CHECKED BY: •d a BROWN LOAMY SANDi SM r.,., / • r „ =i LOT COVERAGE: DATE: 6/8/18 o f% EXISTING: S o SCALE: '�j , %,-� PROPOSE 860 sf 4.24/o ti'• :`• PALE BROWN FINE TO MEDIUM SAND SP i — 1 1 n .r.k. •}. 1 10 0 SCALE. 1 - 10'-011 ::':.;:::>,:°..;:,:...: SITS Gi+�T ,; ^� �� .,,,. SHEET TITLE: i) •,ice y. / % /•%;.r„ SITE AREA LA W «»s, ,., LANDWARD OF WETLANDS: / i:- i - .. 268. SF I / , E XISTIN Y G• 557 sf 6.01 /0 DRAINAGE CALCULATIONS .- PROPOSED: SITE 860 sf 9.28% PLAN P N,. WATER IN PALE BROWN FlNE . / _ TO MEDIUM SAND SW .,,u, ZONING: M II - SE w ADDITION 905 sf , A PROPOSED HOU „ , 1 / FLOOD: AE EL.6 my, ,/, r 9 „ 905 x 0. 166- 150.3 cf REQUIRED ZONE ,, ..c� Vii,,/%:; :, _ , , q W S 68 cf PROVIDED 2 8 DIA x 2 DEEP DRY ELL 1 ,,,,;,;,., ,,,,,,, :, ,,,. . ..,, ./ .,, is., /,;.00,,,„ ",.. / ., r r,.,%,:,;iii..., r..ii'/G,', SHEET C ... ,. ,. • ,..,. . .,...,,. SURVEYOR. 13 ,, ... ,. M. WOYCHUK KENNETH M PO BOX 153 AQUEBOGUE, NY 119311- : r— ------ ------ ----- --------- ———— ----- �- I I II X TING GIRDER — — I I W I EXISTING ROOF I I 0 I SHINGLES TO REMAIN I I I ( I U. 41 V EXISTING GIRDER 0 2x10 SET ON I I I I Mli EXISTING ROO II 1 EXISTING PILINGS I I Z z - ui wEPOM ROOBER ROOFING — — — ADHERED SECURELY TO SUBSTRATE B TOIAL I — — EXISTING GIRDER_ V PLYWD. ROOF DECKING. — T W LA-5H JhIT0_AVJACENI_ _ SHINGLE ROOFING o I% �� z I I 0 Q ( J �11 I Q o Q ASPHALT ROOF SHINGLES 0 to I I ON 30# BLDG. PAPER ON I 5/4" PLYWD. DECKING QIcy" �" U O�c I \ \, !L j I O I X, W � \-" }� LINE OF ALL ABOVE ----- � �l< x12 PT WD GIRDER URE 7'-1oy2" �'-loy2° 7'-lOy2" 15 TON BEARING CAAPPACEITYPILE 26'-'jy2o� Z co .4. • M O Of •� r Q r � C• M J G o � r% W J• wz kuuF I Pot A N F 0 U N Eillk Amulm 10 N P L A w SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" ? LL � W• Q � o � W• N S M V Q I--• U m (n. • (2)-3x 12 PTW TYP I CAL GIRDER (4)-3/4" DIA. GAL\/. THRU BOLTS. (2)-3/4" GAL\/. THRU BOLTS OF raew (2) PER GIRDER �P�F j cohS C. Sqn O r 3xI2 TREATED WOOD GIRDER 1s ti - ., N 5" 10" DIA. PILE 15 TON BEARING PROJECT NO: CAPACITY 1713 TYPICAL GIRDER OVERHANG TO BE I'-6" 10 DIA. PILING w/ 15 TON BEARING BRAWN BY: FROM CENTER OF PILE TO END OF GIRDER CAPACITY TS UNLESS OTHERWISE NOTED. GIRDER TO ALIGN w/ FACE OF EXTERIOR STUD WALL. B 4/25/18 1/411 = 1' - 0" POILE/GiRumm v v ERH 'AN SHEET TITLE: SCALE: 1" = 1' -0" "Pi L Em I G 1 SCALE: 1" = 1' -0" FOUNDATION & ROOF PLANS SHEET NO: REVISIONS 1O�(!/18 2nd Fir. framing -,:. " y BATH CL• BATH \ \ I TUR HALL MASTER ROO1` HALL EXISTING RID BE OM ROOF DECK — — — — — — — — Lu DECK 0 Q 2x10 SET ON 0 w EXISTING ROO N Q — — EXISTIIIN FINI(SHE5 D -- N _-- D � ---- TO L .to exists g Ir uft tu \� Hi DN �NI +� I �. J O LL 777771 Z:: 30x80\XII >< - 7 \/ u1 WW o �I o \, \ BEDROOM `V� / Y \ UEST o = cv GwoonLooR< W ® \ W \/ m \� c0 FROOM qI CL. i�- �. —1 x BEDROOM '{ �OOD FLb6R \✓ \ ' /`I I i �p / \(V LL STORAGE ` !xf @16' R Xao®I6" ��j�ti jo2xlo I R\ X , �' W ROOM rol ELECTRICAL LEGEND REL SED REI,SED DUPLEX REGEPTAGLE OUTLET 2201/ RECEPTACLE OUTLET byte q'-2" 2'-O" 13'-8" O QUADRAPLEX RECEPTACLE OUTLET Znd FLh',q%',F . ELECTRIC PLIAA N HALF HOT RECEPTACLE OUTLET SCALE: 1/4" = 1' -0" VtY `I�" 612 _ 4p' WATER PROOF REGEPTAGLE OUTLET V Q GROUND FAULT INTERRUPTOR OUTLET HIGH HAT FIXTURE O&v HIGH HAT FIXTURE LOW VOLTAGE DIRECTIONAL HIGH HAT L -S F IN IX 0 U JU OIL bI I SURFACE MOUNTED CEILING FIXTURE rL rLmim ® SURFACE MOUNTED LOW VOLTAGE SPOT SCALE: 1/4" = 1' -0" 4 SURFACE MOUNTED WALL FIXTURE ® AUDIO SPEAKER —•- d SEMI-RECESSED STEP LIGHTS SURFACE MOUNTED SPOT LIGHT DN DN pa Z• , SWITCH PO GH DOOR SWITCH (� eQ• CD M o v SWITCH DIMMER J o ® TELEPHONE a © TELEVISION %„' ,%, /;/: W J• U z w z ” / ,iii:-" ri :i%/r/ ,i i .,iii�s�, = Q Z u. 1 .5/D 5MOKE DETECTOR = W © CARBON MONOXIDE DETECTOR J O R� I I I I 0 R� I , I W "' i 9 r, J DIN I aN DW c � I N I I I I -------------- ' I I I I M X 5URFAGE MOUNTED CEILING FAN I -----------------------� -------- US I ---------------------- I --------- UNDER ----- ----- --------- KITCHEN I � � I KITCHEN I r — � I cn cn• UNDER CABINET STRIP HALOGEN FIXTURE 00 I I I I O O I I I I I I I T SURFACE MOUNTED LIGHTING TRACK I I 00 I I 00 EXTERIOR ' �-------- - --_-_ --------- ------ -! WALL MOUNTED FLOOD LIGHT I �-------- ---------� I � I �------� �.�RO �-------� i EXHAUST FAN I I =N I EXI TING FINI HES I I I D I I NG R00M I SCREENED I I I TO REMAIN I SCREENED PORCH i i i PORCH I r--------- ----- ---------1 r-------- ----- ---------1 I °r- N,�_w �. r-------- ----- -----------� I , r------------------------� I C s -----I CL. -A1 f --- ;x u) ________________________ e I _ YI f' UV�'ri ---t T_ I �------------------------� I LT_ L----------------------- J -------------- I 1 1 1 1 1 1 1 III I -------------- I I I a'-O" I I 1 1 1 1 1 1 1 II I I I w U STORAGE STORAGE I I � I (2)2x6 I I I I I I I III I I I I —————————————— DN DN ' --- CASED BEAM --- ` -------------- _ — — DIREGT / 7/2"TLVL F7LOW+ HDR \ PROJECT NO: 1/ENT I I / VEND 1" I I' `36x80 L — I _ 1713 GAS 1.1— I N FURNACEI. I l \/ �J I4 __ _,1 c1 '</ DRAWN BY: FURNAG / I I z p , \\ / I\ I_1. I I O m / i / \� TS jn /\ ' \ / Y \\ ' ADDITION SHOWN w/HATCHING / Q I 1 0 PAGE. C3 I LIVING ROOM I w o \ \ /\ -` /\ /; / \ � �— I � >- ,/LIQ/N ROOM � DATE: II --- I �e \ ,o ! \Y4660 FLOORING TO\ / �\ x . 4/25/18 1 O - h i / MATCH EXISTING '\ ' \ N o xIV = 1 - 019 C> C14 _ n � o mx ti \ SHEET TITLE: IdhrTv —— - G `r - O ! PREFABRICATED DIRECT VENT GAS PRE FAB DIRECT PENT AS - • , X , FIREPLACE. PROVIDE POWER / 07 �i�% AS REQUIRED ' \ (2)2X8 )2x8 J\ FIREPLACE. SEE SPECS FLOOR Ooo v✓" i:. (2 j. RE SED RE SED PLANS 4.2" HIGH WALL w/TOP GAP a'-2" 16'-0/2" by2ee st 1ELECT"" IC by �e ,'-O" 5'-0" SCALE: 1/4" = 1' -0" 2 2 SHEET NO: 26'_'jy2" FimbT FLu %jF*%"r PILAN. SCALE: 1/4" = 1' -0" AP ROVED AS NOTED DATE: S B.P.# - f 3 6 FEE: BY: NOTIFY BUILDING DEPARTM AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED RETE I 2. ROUGH - FRAMING C& PLUMBING FLOOD ZONEJPE �3. INSULATION\� 4. FINAL - CONSTRUCTION MUST LAND N F 0 00".:?LY�"�iTl•I R148 BE COMPLETE FOR C.O. FL.023DAMAGT '�"•�'ION O ALL CONSTRUCTION SHALL MEET THEAU'fE� `—OF- O REQUIREMENTS OF THE CODES OF NEW U.P. , ^ Q YORK STATE. NOT RESPONSIBLE FOR ° LAWRENCE TU TH I L L O DESIGN OR CONSTRUCTION ERRORS. w MON . 83 47 '2 0 �� 202. 63 - z MON . 0 COMPLY WITH ALL CODES OF J NEW YORK STATE & TOWN CODESO HOU SE ,,--'' AS REQ ED AND CONDITIONS OF 0 CRE ,, • \ \\ 1 OA/G EK SOUTHOLD TOWN ZBA LL OARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC O �\ I \ �'' --' • LIJ z O LANDWARD EDGE OF TIDAL WEA ' \\\ .._.._.._.._.._.._ OCCUPANCY OR O o AS DELINEATED BY SUFFOLK ENVIRONMNE-TA.L__ -'' ,-- ,;'' `� O - 2 - USE IS UNLAW�-I II w \\ 1 '' WITHOUT CE �+,F CONSULTING INC. MAY 21, 2018 O RTIF Ir w LIMIT OF MODERATE OF I ;f U DAVE ACTION BOUNDARY ;' N OCCUPANG I O w 2 DRAINAGE INSPECTIONS ARE REQUIRIED Lli\\-------- _ / //% —_—_— \\ i ' , / , > Contact TOS Engineering Engineer's Certification e ti before ` o that the,OR dr nageide h2S been InSt2IIed to Code. O `• '1 I 3 / - -7 TT ------------ ----_____, il' \ Q _---___ \\ _ 4.�, i=i�C .tel 17E 5,11 LT FE1�GE f5ER � z � 0 � % `� 1 % v o O ~ Flower door Must provide M mals O BELG. BLK. C"UR$- -- - -- 5 ----- '� SOI "1''\HOED �TOI/�ll�l T U T S I z D J and S as er = i4' 6 Q' I I I z L1- LU £nd duct%vOrk (00 %i `• Q Ld It 1 i i LL1 A T T. �,` , , , — rz testing required. NYS Energy C )dc V DSC K \ Cf) J z Q STONE DRIVEWAY • ___,_, - 7 ----'�,,\\ RODF OVER 1 -� , `\ \`� i p ELECTRICAL 2611.6 j 1 :\ \ \ \ o INSPECTION REQUIRED 2 STORY >- w 1 \ C: EXISTING SANITARY � DWELLING a� o w� SYSTEM TO REMAIN #7065 , � Q) >- % \` I I C) DO NOT PROCEED WIT ' 4C� ' , \ , PLUMBER CERTIFICATION FRPS611l�Iz CD IG UNTIL SURVE o�S z TEST H 0 L�% '`, ,-'�-��, � ` FFL 8. 7 � m s �,.'� � I ••\ ; \, `. \ , • ; ' LP \ ' \� ' "\ ; `� ; C) ON LEAD CONTENT BEFORE OF FOUNl0ATI0N LOCATI N . / i i LP 3.5' % �\ . , HAS SEEN APPROVED. cn a• M �\ / �� 2.8 N u \ ; I CERTIFICATE OF OCCUPANC) - 19 J �• oY 10.3 \; _ SOLDER USED IN WATER N o } i— — s - ---- SUPPLY SYSTEM CANNOT w -I• W Z R. x ' ► LP i LP LP I x' � I ;n ;: , -,. :; 1�L. 3�x \ 10 OF 1°/ LEAD. W. W LL fj I po X EXCEED 2/ TRUSS PLACARmt"JG REGt6JIE:ED CD D ``. fr x ✓. F RAMP % W. N . , �.- n %:, � C,.I x SHAD U.P. x, yv\F FENCE ' � M � \ PROPOSED �, \ 1 ' �" �, `. W 0 0 D RAIL FENCE •3 N JT exterior lighting a ~ U STOCKADE FENCE ALONG LINE -P 6 ,�''� rn 4 RY WELL bon `� 0. 1 W Installed,replaced or PLUMBIN �' �'' 13 - \ ` • . �� . �� . • `mow MON . repaired f"�lall conform ;ALL-PLurJ BINC VJ'�"tfi N8J047 2 0 W xi� 1� i�� T0i�1� O GNi� TOi� taCha ter 172 ,.. WATER LINES�v _ 2 0 2. 6 8 MON. p T xlR�s Er --cov,R1 G of the Fannin Code O LAND N/F OF O SITE DATIA ` s✓ ( o JONI FRIEDMAN Q N ANDREW TORGROVE FIRM MAP#36103CO501 H SCTM # 1000-117-05-30 f FLOOD ZONE AE (EL 6) PROPERTY: 7065 NEW SUFFOLK RAOm °?83;N ORCHARD STREET ELEVATION DATUM: NAVD88 ADRESS NEW SUFFOLK, NY. 11950 �Epr�r1�C OWNER: STEVEN WALSH VU�,�� '� TEST HOLE DATA NEW SUFFOLK, NY. 11956 PROJECT NO: (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 21, 2001) LOCA I 101m 1713 EL. 8.0' D• SITE: 20 263.30 SQ. FT. = 0.465 ACRES DRAWN BY: �+ DARK BROWN SANDY LOAM OL TS ,• �, TOTAL AREA CHECKED BY: .., G BROWN LOAMY SAND SM , 2.5• ,. LOT COVERAGE: DATE: '.;. � :',,;%�`�,,,,, `;:%'��;;;,, ,,.y, ,:moi•, 6/8/18 %. NG: 557 sf- 2.75° " SCALE: PROPOSED: 860 sf- 4.24° PALE BROWN FINE TO IMEDIUM SAND SP //;, / SCALE: 1 10'-0 1 10 s e 91,1 E LOCoA 1 l ,r SHEET TITLE: ..,,.: 6.3' ,,,., SITE AREA LANDWARD OF WETLANDS: Ok i 9,268.5 SF , _ ,.....,. •'.. . '-'.' " � EXISTING: 57 sf 6.01% \: " ti �ESITE . o DRAINAGE CALCULATIONS - PROPOSED: _�: %i860 sf 9.28/0 v 9 , PLAN! WATER IN PALE BROWNI FINE ,.,,,..:;.' LJ L cy %" ZONING: M-II TO MEDIUM SAND SP — t .,�,,.. : A PROPOSED ADDITION 303 S FT. . _: FLOOD: - - ,. ,. �.. , . �`;- � �� ZONE 303 x 66 0.29 < 51 cf REQUIRED "��` - t YWELLS 52cf PROVIDED (2) 4 DIA x 3 DEEP DR SHEET • SURVEYOR. ,a _ • ;, '.� ,��, KENNETH M WOYCHUK -"Ww ' PO BOX 153 AQUEBOGUE NY 119 11 2 r Uti SEP 252r8 E�Dai �T ,r, 'T'OWN OF SOUT '1O:O IMIND-BORNE DEBRIS PROTECTION FOR OPENINGS . IU() T STRUCTURAL REV I EN 5"r STEVE MARESCA, Pr FOR Y�IALL OPEN I NCS PROTEGT I ON OF 120 MPH 5-SECOND lel I ND GUSTS 155-0-7 WAST MONT�UK H I GHV�I�Y, HAMPTON B,�YS, NY I I X46 ( SIMPSON LSTA - 20 GAGE PHONE 651 MAX I MUM MEAN ROOD HE I CHT: 55 I) -720 ��"�0 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° 1 N vEWIOF STRAPE a EACH . CLASSIFICATION • DESIGN CRITERIA: ICE SHIELD UNDERLAYMENT S I N&LE FAMILY RESIDENTIAL � REQUIRED - 24" FROM EDGE SHUTTER ASSEMBLY DF-51&N IN ACCORDANCE WITH AMERICAN N.T.5. Q FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/52" (5/4") APA SPAN-RATED 48/24 5HEATHING GRADE PLYWOOD 1 HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") I 1 a ( HURRICANE CLIP POSITION Or- HURRICANE F I-0 II MAXIMUM GROU A55EMBLY: 1-' I SIMPSON H3 ND SNOW LOAD - 45 PSP. (9 }- ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I 1 FIRST LEVEL - 40 P5F. L.L. #10x3" (w/ WA514ER5) GALVINIZED OR STAINLESS STEEL I 1 LIVING AREAS - 40 PSF. L.L. W WOOD SCREW a 16" O.G. SIMPSON H2 HURRICANE BEDROOMS - 30 PSP. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM ' z #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) I I RAFTER To STUD. - FIRE AREA WIND SPEED - 130 MPH MACHINE BOLT ® 12" O.G. a�' I 58d NAILS EACH END 5E15MIC DESIGN CATEGORY - B RESIDENCE: X 1 WEATHERING - SEVERE j APA RATED PLYWOOD TO O s I a EXTEND TO TOP OF TOP PROVIDE Sd COMMON FROST LINE DEPTH - 36 ILL I PLATE. NAILS R O.G. AT TERMITE - MODERATE TO HEAVY U. � I EXTERIOR EDGE OF ALL 1 6. TYPE OF CONSTRUCTION DEG,A`r - SLIGHT CONVENTIONAL L I C HT FRAME HOOD ICE SHIELD UNDERL4YMENT REQUIRED - YES 11 a CONSTRUCT 1 ON w z I I I 1 LTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS ® 2' 00 W 11 II GENERAL NOTES w I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISP05AL SYSTEM AND FRESH WATER SUPPLY V 1 I I I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE (� I I 1 1 I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. uj CONSERVATION GODS, AND LOCAL AUTHORITIES. 14. TH15 STRUCTURE HAS BEEN DESIGNED IN D I.-, I' I �' (� ' 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERSY O I I I PLYWOOD 5HEATHING MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. 1 1 i t I i I I TO OVER LAP BOX = BEAM - TOP + BOTTOM. 5. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENG 1 NEER TO BE NOTIFIED IN WRITING OF ALL J 1 I I I I I LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. O 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE Q SHUTTER A S S E M B LY 1 I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL I I I I I STUDS®I6" O.G. PLATE P DESIGNED AND SPECIFIED BY OTHERS. PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE V N.T.S. I I �� I 1 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN I �' I�' I I FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-525 BOLTS, 5/4" DIAMETER. 1 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE I I I I 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENIN65 4") I I I I INSURANCE NECESSARY TO PROTECT THE ENGINEER HURRICANE CLIP USE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 2x4 5TRONG-BACKS ® 24" OG 1,1' ITL' SIMPSON H2.5A4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. I I i I FOUNDATION HAS BEEN DESIGNED FOR A SOIL Ici. DO NOT BACKFILL A6AIN5T FOUNDATION WALL5 ASSEMBLY: I I SIMPSON M5T27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR 5Y5TEM INSTALLATION 15 COMPLETE. I). PREASSEMBLE PLYWOOD TO 2x4'5: # IOxs" (w/ WASHERS) GALVINIZED OR I 11/2" WIDE - 20 6A6E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT i , METAL STRAP ®45" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL WOOD SCREW 0 12" O.G. I ' `` NAIL •5HEATHING TO BOX BEAM w/ CONCRETE SLABS TO BE COMPACTED TO 015% AND IN BASEMENT ( IF APPLICABLE ). 1-051TION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 8d NAILS ® 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. OjS c #10x3" (w/ WASHER5) GALVANIZED OR STAINLESS STEEL z • WOOD SCREW @ 16" O.G. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND N Q v ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WA5HER5) SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER r12 MACHINE BOLT a 12 O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GODS. J m • o M M SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING. `�o o�° FOR DESIGN. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO O W X W -J •WZQ 8. PROVIDE FIRE5TOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT �-- W LL WINDOWS GLAZED OPENING NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE D W w PENETRATIONS =a Z PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. Q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 Q N�o CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W . N o� = IN ACCORDANCE WITH LARGE MISSILE TEST OF , ASTM E I AND OF ASTM 1886. D DECKS ETC.. 25. THE NY5 CODES AL50 APPLY TO AGGE55ORY Q . CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. 0 M PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RE5PON515LE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD PANELS TO BE MAINTAINED ON SITHEADER + SILL PLATE. SHALL COMPLY W/NYSBG CHAPTER #2304.of.6 FOR THE INSPECTION OR SUPERVISION OF TH15 CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 0F NEW o'e NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 4" ys=r- � DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER. ox.. EXTERIOR EDGES AND 6 d@ 12" ox.. �j ERMEDIATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INT o 2. ALL 5HEATHING TO BE APA RATED, EXPOSURE I, 5/8° PROJECT NO: h MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1713 RAFTER/TOP PLATE 3-Ibd (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o tIo O CEILING JOIST/TOP PLATE 4-8d (TOE NAILED) 5. ALL 5UBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER 8-i od (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGE5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT Ffl CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD 5U5FLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: 6ABLE ROOFS -7/RAFTER 4-Sd (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS o RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, 411-0" AND OVER WITH CONNECTIONS. 4/25/18 TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a o h STUD/STUD 2- ( )16d FACE NAILED MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA • HEADER/HEADER 16d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL ' TOP or BOTTOM PLATE/STUD 3-166 (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: IO° 0 <,4.5 O _ 6'-0" O.G. MIN. PROVIDE 2 SPACE FOR AIR BOTTOM PLATE/FLOOR JOIST 3 Ibd (PAGE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-10d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BLOCKING/JOIST 2-IOd (TOE NAILED) stairs etcAW . ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS �BLOCKING LVL RIM J015T SHALL BE REQUIRED AT FLOOR/SILL orTOP PLATE 5-16d (TOE NAILED) 0 . DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES & I100( 0 <,500 Io < o L4S 0 LEDGER STRIP/SEAM 4-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF PARTITIONS OR A5 NOTED ON DRAWINGS. J015T ON LEDGER/BEAM 5-16d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS AT HIGH PRESSURE ZONE - 6" O.C. PROVIDECOMMON NAILS ® O.c. BAND JOI5T/JOI5T 5-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14 ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. loot O X50 O PLYWOOD ROOF DECKING 5d @4 O.G. EDGE5, @5�� O.G. FIELD "TECO" OR APPROVED EQUAL. STRIP SHEATHING 8d (ONE/RAFTER) - GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: PROVIDE 6d NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING Sd a4" O.G. EDGES, @8" O.C. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS of PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d @6" O.G. EDGES, @12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE NOTE = a = 4 T. CASES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND, COMPONENT AND CLADDING PRESSURE ZONES OWNER. 0 r- ------ ------ ----- --------- --------- ----� IF= 1 AEX TING GIRDER I W I I II I I I I J I EXISTING ROOF I ( I I O I SHINGLES TO REMAIN I I I I I I U. I 1 I U. I i v I I I _ � EXISTING GIRDER cl) w 12x10 SET ON t� EXISTING ROO i I I I I tY , 1 II I EXISTING PILINGS I I I W Z I I I z N I I I I I I I I ® Y w — J W x I,I,J EPDM ROOBER ROOFING 1 1 00, ADHERED SECURELY TO EXI5TIN& GIRDER U — 1 SUBSTRATE d TO 5/a" — PLYWD. ROOF DEGKING. —1 -FlJNTOLAD%IAGEN2 /` W 5HINGLE ROOFING �O 0 f I ASPHALT ROOF SHINGLES ON 30# BLDG. PAPER ON PLYWD. DECKING iy cl) D- , I o I r �-� LINE OF WALL ABOVE 1 I x 2 3x12 PT�I�VD GIRDER � "f'-lOy2" - ° - IO" DIA. PRESSURE TREATED PILE '1'-IOy21' lOy2 " w/15 TON BEARING CAPACITY I'-6" 11-6 08 Z Lo co Q• Cf 0 VLAIM- Fu'r% U D A T 10 IN P L ALV J• i '� H ;R U. SCALE: 1/4" = V -0" SCALE: 1/4" = V -0" w• W Q N �' N W. NU ^ 1 U) N. (2)-3x12 PTW TYPICAL GIRDER I'-6" (4)-3/4" DIA. &ALV. THRU BOLTS. (2)-3/4" &ALV. THRU BOLTS M��, - .rn (2) PER GIRDER ®F IVEW Y 3x12 TREATED WOOD GIRDER I Q 1 O O l "~•a f �rci.';J�� nv 5" 10" DIA. PILE 15 TON BEARING PROJECT NO: CAPACITY 1713 TYPICAL GIRDER OVERHANG TO BE 1'-6" 10 DIA. PILING w/ 15 TON BEARING DRAWN BY: PROM CENTER OF PILE TO END OF G 1 RDER CAPACITY TS UNLESS OTHERWISE NOTED. GIRDER TO CMECKED BY: ALIGN w/ PAGE OF EXTERIOR STUD WALL. D TE: 4/25/18 SEALE: 11491 = 1' - 0" lu N Alamm SHEET TITLE: 'r"4LEAo` lmmDER OVE � m m 0% [% ' G- "PILEAGIRDEmn' CONwlmmm SCALE: 1" = l' -O' SCALE: 1" = l' -O" FOUNDATION & ROOF PLANS SHEET NO: I F�D BATH GL. BATH 8001- KAE)T R HALL MASTER DECK _ HALL _ Ex15TING RID - BE OM - - ROOF z 2x10 SET ON DECK Lu EXISTING ROO �.. ON -- A - _-pr!_ -- EX15P 5 T07 IN W x V11 /60.to exist) g Ir uit I I I I I I I I � ' \� / ON Li luNI I I I I I I + J I I I I I I I I I I O — — — _ - ti. S/D _ /� / I/ I I I T �/ / \✓ 3ox8o / / UL t / / / \3)2xlOw�t, \' I-J / . to wpm / O to oo 16 D p 1 xI I GUEST \v \ _ - I Q o ` // � / M ti \ ,BEDROOM _ V O � X I� x I/ / l / \ // / \ M I W 1 GUEST o - = TORAGE y ?�/\' \ ry WOOD FLOOR,✓ W D- Ts< I J BEDROOM y ,� MOOD"FLbOR�' `> in / N - I STORAGE >( �® W ROOM x/ \ \ \ \ \ =n Cn 5/b _� rJ ELECTRICAL LEGEND .:.: . : .. :. ;:., :,. O REL SED RE SED DUPLEX RECEPTACLE OUTLET J 220V RECEPTACLE OUTLET mow& co GUADRAPLEX RECEPTACLE OUTLET dy2a'-2" 2'-O" O 21nd F L m m E L E "T IR" 1 (0;` "r" L Am IN O HALF HOT RECEPTACLE OUTLET SCALE: 1/4" = 1' -0" o WATER PROOF RECEPTACLE OUTLET V '^ 6ROUND FAULT INTERRUPTOR OUTLET HIGH HAT FIXTURE @Kv H16H HAT FIXTURE LOW VOLTAGE DIRECTIONAL HIGH HAT E F L R L SURFACE MOUNTED CEILING 'FIXTURE k; U A ® SURFACE MOUNTED LOW VOLTAGE SPOT SCALE: 1/4" = V -0-1 F - SURFACE MOUNTED WALL FIXTURE ® AUDIO SPEAKER Q SEMI-REGE55ED STEP LI6HTi5 SURFACE MOUNTED SPOT LIGHT ON ON 06 Z, SWITCH PORCH N ti DOOR SWITCH CO) Q SWITCH DIMMER ® TELEPHONE J ^ I F o } v 0 W TELEVISION J• W Z 3 5/117 SMOKE DETECTOR p I I O ( W' 0 _ q z a J DW I J DW I M y c CARBON MONOXIDE DETECTOR I 00 R/F ( I aw to p '4 ® � W. . N � n X 5URFAGE MOUNTED GEILIN6 FAN -------------- ----------------__-_-- -------------- . I I I I ►- .- -----------------------� I Q I. uset M _ KITCHEN I I I I �. . UNDER CABINET STRIP HAL0c6EN FIXTURE O O i i i I O O KITCHEN I —T SURFACE MOUNTED LIGHTING TRACK I I EXTERIOR WALL MOUNTED FLOOD L16HT 00 I L-------- ----- -----------I I O O j L----- -----� I EXHAUST FAN I I--------- ----- ----------� I I ---�--- -------4 1 1 I I =N I I EXI TING FINI HE5 I I D I I NG RO M I SCREENED I I I TO REMAIN I SCREENED PORCH i �_ i i i PORCH r-------- ----- ----------1 I r ------ �o F. r-------- ----- ------------------ --------- � , ------ � F 1 I ----�r� I L----------------�--------J I -----Lr--f L------------------------J I � i i_ n _ STORAGE I a o I ... -------------- STORAGE I I I I I I I I I I I I ( � I I I I I (3)2x6 (3)2x6 -------------- ON --- CASED BEAM _-- ------------^ — %%/%% //i9oio., '. •aka''..„:r:: /,•: is i/' ' OEM - \ - ( xio— xa'�sTi�L. I�LDSH HD PROJECT NO: DIRECT I�. r i<. III 1 L_J I IIP VENT I I �� / = VENTED I 1' I k 36x80\/ I I / -_ J L __ \ / 1713 �I I v o X == _------,��T GAS u- FURNAG , DRAWN BY: I II P / / FURNAG / I I z / TS / / ~ EGH. / \ ` ADDITION SHOWN w/HATCHING ED 9y: � I ROOM I u o ;- i� /�\ / / DATE: LIKING 1 L I V I NG ROOM _ I 4/25/18 1 -_- 1 N iv h WOOD FLOORING TO Q - _ o i MATCH EXISTING 1/4 1 - off o K\l `:POWDER�� ` / �` ��y SHEET TITLE: I 1Y N /\ \ / ' \ ;� y I -- PRE-FAB DIRECT VENT GAS `t - y, ® ' u PREFABRICATED DIRECT VENT GA5 FIREPLACE. PROVIDE POWER �� ;>�, (2)2x8 \ \ \ \ f FIREPLACE. SEE SPECS AS REGUIREDL (2)2� /` i / 4., FLOOR RE SED RE SED PLANS 42” HIGH WALL w/TOP GAP a_2 16'-Oy2" dye„ Ist FLm. 5'_0" T NO: SCALE: 1/4" = V -0" SHEE RIRST FL(D'w" %,AOjm',k, R Pt L A IN". SCALE: 1/4" = V -0" EPDM ROOBER ROOFING ADHERED SECURELY TO SUBSTRATE 4 TO V PLYWD. ROOF DECKING. FLASH INTO ADJACENT SHINGLE ROOFING 12 .4 Ix3 ON Ixb PVC, FASCIA w/Ixb FRIEZE BOARD BELOW, TO MATCH EXISTING EXISTING ROOF / 5HINGLE5 TO REMAIN / SECOND FLOOR CEILING _ ---------- ------- ---------- ----- --------------------------------------- MATCH PLATE HEIGHT OF NEW WALL // --- TO EXISTING PLATE HEIGHT / - HIP RETURNS AT GABLE ENDS O W Z m I DOWNSPOUT TO MATCH- T & 0 TIED INTO DRAINAGE ,�„ w/RAILING50TOFREMAIN EXISTING SHINGLE SECOND FLOOR ----- SIDING TO REMAIN O -- -r----- ---- --- --- ;----- ---------------------------- ------- ---- -- --------------- UL r u- LINE OF NEW STAIRS BEYOND co ... %"x8" CORNER BOARD LU LE 'y CEDAR SHINGLES TO MATCH 6 ALIGN ' w/EXISTIN 7 ON 30# BLDG. PAPER ON %" PLYWD. SHEATHING _ W ILL W -----FIRST FLOOR -------- -- ---- ---- ---- ----- ❑00000 000000000❑ ❑000000000W ❑0 0 0 0❑❑❑❑❑0 0 0 0❑000 ❑ 000000❑❑❑❑ ]0000000❑❑0 000o0000000oo �0❑00000000 1 '^ 7 0 0 0 0❑ o o o o o❑ 7 0 0 0 0❑❑❑❑❑❑ ❑❑❑❑0 0 0 0 0 0 7 0 0 0 0 0❑❑❑0 0 0❑ ❑❑ �/♦ ❑ ❑❑o❑ 00 oil I I ❑000000 a❑❑0 ❑❑❑00000❑❑ �0❑00❑❑00❑❑ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O I I I I I I I I I I I I I I I I I I I I I I J I I I I I I I I I I I I I I I I I I I I I I I I O 0 5" OUm"I" H ELEVAIION NOMIRTH ELE'&J'Am"1010N SCALE: 1/4" = V -0" SCALE: 1/4" = V -0" PROPOSED ADDITION EX15TING RESIDENCE EXISTING RESIDENCE PROPOSED ADDITION 1 I o!S Z. EXISTING ROOF - - EXISTING ROOF co Q SHINGLES TO REMAIN -_ _ ASPHALT ROOF SHINGLES ON 30# _ " - _ !2 BLDG. PAPER ON 5/4' PLYWD. pEGKING SHINGLES TO REMAIN - _ - W W SECOND FLOOR CEILING ----------------------------- ------------ ----- - W. a N =EXI5T1 HINGLE v SIDING TO REMAIN NEW VINYL GLAD WOOD Q �' (� WINDOW w/5/4" THK. CASING TO MATCH EXISTINGLU O -all2' ' pD --------------EXISTING SHINGLE ---------SECOND FLOOR ----------- ------- -------- - - �Ir f✓�e�� -------------- SIDING TO REMAI '( o�� PAINTED PANEL BETWEEN WINDOW L-� - CASINGS; CONTINUOUS SILL „l CUSTOM WOOD SHUTTERS TO REL SED MATCH EXISTING p` CEDAR SHINGLES TO MATCH 4 ALIGN w/EXI5TING ON 30# BLDG. PAPER ON TW 046 TW) 046 6 /a, PLYWD. SHEATHING ;; %"xa" CORNER BOARD - --- -- PROJECT NO: 1713 FIRS ------------------------ — — ----------- FLOOR ------------ ------- ------------------ ----------- - --- - - DRAWN BY: ------------------ 5/4"x10" WATERTABLE TS ❑0❑❑0 0 r 0 0 0 ❑❑❑❑o o o o o❑ 0 0 0 0 0❑❑❑0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 : 0 0 0 0 0 0 0 0 0 0 ❑0 0 0 0 0 0 0 o C 0 00 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 L ❑0 0 0 0 0 q❑O o 0 0 0 0 0 0 0 0 0 ❑❑❑❑o o o o o❑ ❑0 0 0 0 0 0 0 0 0 0 0❑ l 0 0 0 0 D0131:100 000000000 0 Cl 0 0 0 0 0 0 1-1 Cl 1 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑❑❑0 0 0 0 ❑0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0J 0 0 0 0 0 0 0 0 0 0 0 0 0 o❑❑ 000❑000000000 I I I I 1 I I I I °°°°°❑❑❑❑❑°° 4/25/18 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 114" = 1' - 0„ I I I I I I I I I I I I I I i t I I I I I I I I I I I I I i t I I I I SHEET TITLE: W E 00"'vAT E L E VAT 10% N E E L E I Yff AT I N. ELEVATIONS SCALE: 1/4" = V -0" SCALE: 1/4" V -0" SHEET NO: . r EPDM ROOBER ROOFING ADHERED SECURELY TO SUBSTRATE 4 TO %" PLYWD. ROOF DECKING. FLASH INTO ADJACENT SHINGLE ROOFING 12 14Ix5 ON Wo PVC FASCIA w11x6 / FRIEZE BOARD BELOW, TO MATCH EXISTING EXISTING ROOF / SHINGLES TO REMAIN SECOND FLOOR CEILING ---------- ------- ---------- --------------------------------------- MATGH PLATE HEIGHT OF NEW WALL // TO EXISTING PLATE HEIGHT `Z_7 / Q _ HIP RETURNS AT GABLE ENDS p W m I - ____ DOWNSPOUT TO MATCH EXISTING ROOF DECK TIED INTO DRAINAGE -It I ti.8aw/1?AILINGS TO REMAIN I EXISTING SHINGLE J — __ _ SECOND FLOOR —— SIDING TO REMAIN O z------ ---- --- --- ----- --------------------------- r -- ---- -- --------------- LL LINE OF NEW STAIRS BEYOND NA -i %"x8" CORNER BOARD I : ui e . ico CEDAR SHINGLES TO MATCH 4 ALIGN ' w/EXISTING ON 30# BLDG. PAPER ON : a/8" PLYWD. 5HEATHIN6 W W ---- ----- - ----------- -----FIRST FLOOR +8.7' __Elm u❑0000 7oa0000000❑ 0000000000 00000000000❑a W n❑7000 ❑ 0000❑00❑00 i0000000000 ❑❑o❑❑❑oo❑oo❑❑ ❑00 ❑❑o❑ ❑❑❑❑❑oo❑❑❑ J000000000 3000000000000 io❑ 70 00 0000❑ 0o0000 1000000000o 70000000000 i]000000 n❑❑❑ 7o0o00o0oo❑ oo❑000aoo❑ i I I I I I I I I I I I I I I I I I I t l I I I I I I I I I t I I I I I I O •-j co O NOTE: 3:. ELEVATION OF PROPOSED FRSTN 0 "R" T H "ELENIATION V ae"' OUTH ELEV Aa TION. FLOOR TO EQUAL THAT OF EXIISTING co FIRST FLOOR: +8.7'. SCALE: 1/4" = 1' -0" MINIMUM REQUIRED FIRST FLOOR SCALE: 1/4" = 1' -0" ELEVATION EQUALS +8.0' PROPOSED ADDITION EXISTING RESIDENCE EXISTING RESIDENCE E--- PROPOSED ADDITION " � I otS Z• . EXISTING ROOF , SHINGLES TO REMAIN —— ASPHALT ROOF SHINGLES ON 30# _ _ EXISTING ROOF Q• ,�M, v BLDG. PAPER ON %" PLYWD. DECKING __ — SHINGLES TO REMAIN J o LLI -J. wZ = Q z U. LING _ ----------------- --- SECOND FLOOR CEIW a N a ----------------- LIN& ------ _ EX15TI INGLELo W• N SIDING TO REMAIN U ^ NEW VINYL GLAD WOOD Q �" WINDOW W!5/4" THK. CASING TO MATCH EXISTING - - -- V) c O TWY 410* pD EXISTING SHINGLE SECOND FLOOR a� ------------------ -------------- ------------------------ ------- ------------------- - - - - �0� NEW YGRjt 51DING TO REMAI PAINTED PANEL BETWEEN NINI.7ON L CASINGS; CONTINUOUS SILL ,`Pco r,.SA CUSTOM WOOD SHUTTERS TO RE L EED RE ED MATCH EXISTING CEDAR 5HINGLES TO MATCH 4 ALIGN TW2 046 TW2 046 w/EXISTIN(S ON 30# BLDG. PAPIER ON d) g/a PLYWD. SHEATHING 5/4"x8" CORNER BOARD ;a PROJECT NO: 1713 — ------------------------4-4--------------------- FIRST FLOOR +87' ----------------- — — — — DRAWN BY: 5/4"xIO" WATERTABLE > TS 0 0 0 0 0 0 0 0 0❑ 0 0 0 0 0 0 0 0❑ 00 0 0❑❑0 0 0 0 l❑❑❑0 0 0 0 0 0 11 11 11 11 : 0 0 0 0 0 0 0 0 0❑ 13000 0 0 0 0❑ ❑0 0 0 0 0 0 0 0 0 I o 0 0 0 0 0 0 O O 0 0 0❑ 000000n000 ❑0000000❑ ❑000000000 000000000000❑ 10000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0❑❑0 1 00 11 El 0 0 0 0 0 0 0 0 0 0 0❑ ❑0 0 0 0 0❑ ❑0 0 0 0 0 0 0 0 ❑0 0 0 0 0 0 7 0 0 I I I I 700 ❑o❑❑❑❑❑❑❑❑ D I I I I I I I I I I I I ❑❑❑0000❑❑0000 4/25/18 t l I I I I I • 1/4'1 _ 1 0il I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I I i t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i t I I I I I SHEET TITLE: WEST ELEVATION E AmSmF ELEVATION ELEVATIONS SCALE: 1/4" 1' -0" SCALE: 1/4" = V -0" SHEET NO: