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Home My WebLink About39255-Z ''%," tit G, Town of Southold 8/13/2015 I °fit P.O.Box 1179 53095 Main Rd v ,Y,- �o r Southold,New York 11971 dal+wiyrJ,1 CERTIFICATE OF OCCUPANCY No: 37720 Date: 8/13/2015 THIS CERTIFIES that the building ALTERATION Location of Property: 1815 Bay Shore Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 53.-4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/26/2014 pursuant to which Building Permit No. 39255 dated 10/7/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered entry, deck and pergola, to an existing one family dwelling as applied for per ZBA#5794, dated 10/16/2014. The certificate is issued to Wills Doris L Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39255 6/4/2015 PLUMBERS CERTIFICATION DATED 7/21/2015 i SOS Mechanical ef, , ,- _4 t orize Signature TOWN OF SOUTHOLD _ 4® BUILDING DEPARTMENT £_® _ � TOWN CLERK'S OFFICE +._ a�� ® `z1 SOUTHOLD, NY ,0 fa v 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#: 39255 Date: 10/7/2014 Permission is hereby granted to: Wills Doris L Trust PO BOX 616 Greenport, NY 11944 To: construct interior renovations to an existing single family dwelling per Trustees approval as applied for At premises located at: 1815 Bay Shore Rd, Greenport SCTM # 473889 Sec/Block/Lot# 53.-4-8 Pursuant to application dated 9/26/2014 and approved by the Building Inspector. To expire on 4/7/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $916.80 CO -ALTERATION TO DWELLING $50.00 Total: $966.80 // Building Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Q ,( Date. /- J ° New Construction: X Old or Pre-existing Building: (check one) Location of Property: I g--1 IA-0 r ( S. • C rQ iL f o f-4- House No. I Street Hamlet Owner or Owners of Property: DO r i S I-. 0 t(S Trtis f . Suffolk County Tax Map No 1000, Section 5'5 Block Lot e Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applican Sign.,e 1<sgi? leo, ,ice.�� ollit0 S004,— • a ge Town Hall Annex ,.rrz�z, ®,srzz,: Telephone(631)765-1802 54375 Main Road ` `z�-' Fax; Fax(631)765-9502 P.O. Box 1179 . CA Southold,NY 11971-0959 ='®\ Ac to .1� roger.richertCa�town.southold.ny.us OOJ IT,,A,i .. i—S. ,• BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Willis Address: 1815 Bay Shore Road City: Greenport St: New York Zip: 11944 Building Permit#: 39255 Section: 53 Block: 4 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Linear Electirc License No: 34402-ME SITE DETAILS Office Use Only 1 Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 32 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors 4 Main Panel NC Condenser Single Recpt 2 Recessed Fixtures 29 CO Detectors 1 Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-DV\ Dryer Recpt 1-301 Emergency Fixtures Time Clocks Disconnect Switches 48 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Hydromassage Tub, 2- Exhaust Fans, 5- Paddle Fans Notes: Lik Inspector Signature: Air Webb Date: June 4, 2015 r Electrical 81 Compliance Form.xls to .`, Q6 SO(j1 +/ 11,/ho� ®`® Town Hall Annex Telephone(631)7654802 54375 Main Road 1 Fax(63 1).765-9502 P.O.Box 1179 =G YO 1'1 Southold,New York 11971-0959 •4‘\ ' BUILDINO DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ( 1 S Building Permit No. \ c Owner: oc r' L \ 3i 1\,./ ,c (Please print) Plumber: SOS t4t \islj tC;�� 1cd MOOS r t` i,))1-; (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ' � ii mit (Plum ''ers Signature) Sworn to before me this day of , 20 II.S � �'-- _.11 -- -__.� l iLi J! JUC 28 2018 Notary Public,_ ', 0 County Ruth Love Notary Nob0l 0605406State of 3® rk Qualified in Suffolk County oi Commission Expired iNy101o20 ..................... * 1 ---4"court,vo, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOU • ATION 1ST [ ] ROUGH PLUMBING [ ] F s NDATION 2ND [ ] INSULATION [ , FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f) /- 444E4JA A5.---64744-1 8-7,4 Lki..;‘,04ffri 47(ii A ft s14/ irf ‘f ,c-/Lt DATE INSPECTOR - *, 44711/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ' ELECTRICAL (FINAL) REMARKS: G�lri CSC .... .. ._... DATE C 1 INSPECTO o ' i! *, =4cUNi`101 � ` i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA - • S: Pr; 6 F10,-,/-0-, Aa„,...,ys /4. 14311- 134_ /4-ft4s 3 okt.„ 141, . 71) DATE ' ( _ I . INSPECTOR ' 3? . r ;. ,____ ,,,,,,,,,,,1,��o��OF$UUjyolo , TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 I NSPECT ON [ ] FOUNDATION 1ST ROUGH PLUMBING [ ] 7d UNDATION 2ND [ ] INSULATION [1/FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION-�- Lz. [ ] CAULKING REMARKS: 1 t S DATE INSPECTOR ://V4 i, 3 .., ,......._ "SOF SOUr foe:4\1 gt.. 1 sc-J ..,„, _„„. ___,4-coutiono ...., . /0/f a TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] R PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE ISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: CF, - --(24-f-t-2 7 DATE 1 1 5 INSPECTOR ,`-' c„3 2 S--r"-–Z--——- ,,,,0 soup:--__, �„,,� :t\ _G ie, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 icg.-- INSPECTION Li [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION • [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l%i - i- "4-rj /41?-- ,..Zd rrx c1 , _ l c-A---z-des---t_, re- AiCit4Y -2 ".) nI DATE ` I INSPECTOR 372- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ION [ ] FRAMING / STRAPPING [ ' FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c � A � � */4114-"L"'#6'` 1 � _ DATE � � INSPECTOR • • FIELD INSPECTION REPORT DATE COMMENTS i , MR . • EOUNDA 2 (1ST) /yore---• /NA -i} • Vil� fait, . / ,/ , 4/C7 0 `r /'-I/r *__-- it `` al --'45 E5 ,fi • FOUNDATION(2ND) • /9 // 1/ ( , s,A / /-, ,' 4 c ./.,e 00• O 1� • A 44.,„e„ CA • ROUGH FRANI7NG& Al 17 >V PLUMt� BING Pigrd 04-4 i9. I . _.S ,i;': , , C./-H 0/P5-- //1.4 4,0m.,/,,ie4. vik) t -4.t(iHr) / d • 91.- .... ,01A f fi,, --, ---4iiii-i- . P.' • . 0:1 . ex_w_.,„.4,6-7 .. , ,-.,-,--6.-1 ,p INSULATION PER N.Y. 4 STATE ENERGY CODE • '• . . 47. MEP zi.../"M 94.,,,ZI X°477/Ly•64--. 1-2;—,,4—"," • 0 4cc¢.�S / ✓& Alt_ /f t46' ,,, g.,cs. FINAL /e._c_` _ 47, .0 ,d', . 7, t, r icy ,,,,e,6_4_• ., _ 6.,74,- /4(Z.„.,. Ckyv.L.-- . AdAir, "17..u.crge_._ 40,i),4,4a,44... v.--.,...4 AD TIONAL COMMENTS.-,e,eke.41)4 1 G ., 4Y , `-7 /S • ii)A I .f ' L - r o aniVAIVORI- 19aete-- M /5- 6- 4-1 ( ' -(ffc( 69-►, e . . • . __ce . 0, Lt • - ?. e ['OWN OIC SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 3UILDING DEPARTMENT Do you have or need the following,before applying? ['OWN HALL 'Board of Health 3OUTHOLD,NY 11971 4 sets of Building Plans FEL: (631) 765-1802 .Planning Board approval • - FAX: (631) 765-9502 Survey 5outholdTown:NorthFork.net PERMIT NO. ,1194 3 - Check : _ . , .E Septic•Form ; . N.Y.S.D.E.C. Trustees . Flood Permit - Examined, /D/'7,20;[f ' ' • ; Storm-Water Assessment Form ` . . Contact: •- r 2,04Z___ Mail to:. .. _. . . Approved /07 , f V eucl&9 i,1vU i-Q/r Disapproved a/c -• i, - „ . ;,> Phone: 74,s---S-66,'7 Expir• "on 7/ ,2 ' :, :-' ' „,' • �i (Cft - _ 24u _, , Bt Inspector SEP 26 2014 " �� •� • ' _. ,• .. '- •, PLICATION FOR BUILDING PERMIT BLDG. DEPT , Date �1- I ;20 t/TOWN OF SOUTHOLD 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 eon 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"tlie work. e.No building shall be occupied or used in whole or in 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 1 8 months from such date:If no zoningwamenn.••dments.nor;other regulations affectingthe property have been enacted in,the•interim,the Build_ing Inspector=•may authorize, in writing,the extension of'the permit for an addition six months.Thereafter,,a.new permit shall be required?,, •,.. : i. " • APPLICATION IS HEREBY MADE to the Building Department for the issuanceof a Building Permit pursuant to the Building Zone Ordinance.of the Town of Southoid,.Suffollc,>c,ounty,NewrYoxk, and other applicable:Laws,Ordinances or Regulations,for the construction'of buildings;additions,or alterations or,for rernoval,or:demolition as herein described:.The applicant agrees to comply with all applicable laws,.ordinances,..building code,housing code,,and.,regulations,and to admit , authorized inspectors on premises and in building for necessary""inspections., '; • a ' - , i t ` • ' • ' " • ' ' ''(Sign'ature of applicant or name,if•a corporation) i (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder be-slimy( , ' Name of owner of premises Dpr tS y-- w,I l S Trus+• . (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. ' . ElectriciansLicenseNo. , ' .. 1,- ' Other Trade's License No. ' ' ” 1. Location of-land on which proposed work w' l be done: /+ ,\ X.I P®�S r-e are ar't- House"Number Str-det Hamlet i. fid, �Si.� . fIf ° County Tax Map No. 1000 Section Block Lot.. Subdivision Filed Map No. _ Lot 2.' State existing use and:occupancy.ofpremises and inten ed use and occupancy of proposed construction: +w a.- Existing use and occupancy S I /145 0 C, .-;7,44,111-1 rQ�1� ',►,��. b. Intended use.and occupancy SA-1/1A-C.- 3. - C.-3. Nature of work(check which-applicable):New Building ;Addition Alteration P(1 Repair Removal ` Demolition Other Work i rl,-k4r,or �,t u' description) yrs, 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 S-Y Rear �� Depth 61 Height 09; ' 4-/-- Number of Stories 14 Q- sfori Dimensions of same structure with alterations,or additions: Front S f' Rear SY Depth l/q" Height 6' Number of Stories l v c9 Sior 8. Dimensions of entire new construction: Front Rear Depth Height . ;.Number of Stories 9. Size of lot: Front '7J Rear 77 7/ Depth asp 09 Th. 4,0 10. Date of Purchase I qC9 /-- Name of Former Owner , ,. .•• 11. Zone or use district in which premises are situated 1-140 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;.f ; I., ; ' Address Phone No, Name of Architect ,, :k M�t.�: Addressr� .� .. • re . . . , :Rhone No ,s • , • Name of Contractor 151). Address • "Phone No.' 15 a. Is this pproperty within-1'00 feet'of a tidal wetland'or a freshwater wetland? *YES NO • * IF YES, SOUTHOLD TOWN TRUSTEES`&D.E:C:PRMITS MAY BE REQUIRED.' b. Is this property within 3'OOleet"of a'tidal wetland? * YES'. "> * IF YES, D.E.C. PERMITS MAY BE REQUIRED. (4)°(14.---01`-►KA6/l rx-- _ �- •3. 16. Provide survey,to cale,with cccurate 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 >Q * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) O7T11"0( being duly sworn, deposes and says that(s)he is the applicant (Name of inditridual signing contract)above named, (S)He is the be S T) (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 before me thi day of ._,„_ e ' 20 1 \-1 411 ,\NCIANNIE a BUNCHNotaPublic Notabiro,Slate of New York No.Oi I3IJ6t X5050 Si ture pplica ery Qualified in Suffolk County Commission Expires April 14,24.-4, aes— R = /,/,••,,•'—_= Town Hall Annex John M.Bredemeyer III,President ,i� �1,®f SOO,,Y® Michael J.Domino,Vice-President 1,114 14, ® ; 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 cia) Dave Bergen,Trustee • „ �'11, Telephone(631)765=1892 Charles J.Sanders,Trustee N.tr COMA" � Fax(631)765-6641 l �� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8465A Date of Receipt of Application: April 23, 2014 Applicant: Doris L. Wills Trust SCTM#: 53-4-8 Project Location: 1815 Bayshore Road, Greenport Date of Resolution/Issuance: July 23, 2014 Date of Expiration: July 23, 2016 Reviewed by: Board of Trustees Project Description:To replace windows and doors in new locations on existing dwelling; construction of a front entry porch with roof over; removal of existing roof overhang around attached garage and construction of decorative trellis; and construct an outside entrance into crawl space; with the condition to establish and subsequently maintain a 10' wide non-turf buffer landward of the retaining wall. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Nancy Dwyer Design Consulting, Inc., last dated August 12, 2014 and stamped approved on August 18, 2014; and as also depicted on the site plan prepared by Nancy Dwyer Design Consulting, Inc., last dated July 14, 2014 and stamp approved on August 18, 2014. Special Conditions: The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Inspections: Pre-Construction (hay bale line) & Final Inspections. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. A2,3-1-K -2„,1‘Michael J. Domino, Vice-President Board of Trustees •,i°1 so1j1,- John M.Bredemeyer III,President Town Hall Annex Michael J.Domino,Vice President t ''`` ` 54375 Main Road 3?� , 3 P.O.Box 1179 James F.King,Trustee css -''' $ Southold,New York 11971-0959 Dave Bergen,Trustee '. © ® N•" �� Telephone(631) 765-1892 Charles J.Sanders,Trustee = �C®� 9� Fax(631) 765-6641 .... .s.''1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1132C Date: July 13,2015 , THIS CERTIFIES that the replacement of windows &doors in new locations on existing dwelling; construction of a front entry porch with roof over;removal of existing roof overhang around attached garage and construction of a decorative trellis; construct an outside entrance into crawl space;resurface existing±12'x39.9' deck, and extend the deck an additional 6'x39.9' for an overall deck size of 658sq.ft.; with the condition to establish and subsequently maintain a 10' wide non-turf buffer landward of the retaining wall. At 1815 Bay Shore Road, Greenport Suffolk County Tax Map#53-4-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 23, 2014 pursuant to which Trustees Administrative Permit#8465A Dated July 23,2014,was issued,and Amended on November 19,2014, 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 replacement of windows &doors in new locations on existing dwelling; construction of a front entry porch with roof over; removal of existing roof overhang around attached garage and construction of a decorative trellis; construct an outside entrance into crawl space;resurface existing±12'x39.9' deck, and extend the deck an additional 6'x39.9' for an overall deck size of 658sq.ft.; with the condition to establish and subsequently maintain a 10' wide non-turf buffer landward of the retaining wall.. The certificate is issued to DORIS L. WILLS TRUST owner of the aforesaid property. (3164— 6rvN eu410,77,67.= Authorized Signature BOARD MEMBERS poi/',clef SOL/7Southold Town Hall Leslie Kanes Weisman,Chairperson ��• ' 53095 Main Road•P.O.Box 1179 �� '�® f l® Southold,NY 11971-0959 Eric Dantes t Office Location: Gerard P.Goehrin er ' g G a 'z Town Annex/First Floor,Capital One Bank George Horning � ® ,��a®�� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l'YCQU �1� �iSouthold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS r ' 1 TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax (631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 16,2014 ZBA FILE: 6794 NAME OF APPLICANT: Doris L. Wills Trust SCTM: 1000-53-4-8 PROPERTY LOCATION: 1815 Bayshore Road(adj.to Pipes Cove), Greenport,NY 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 Sept. 10, 2014, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DE TERMINATION: 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 Sept. 24, 2014. 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 requesting a nonconforming side yard setback is EXEMPT from Coastal Consistency Review, and furthermore,that the proposed action requesting a deck extension with a nonconforming bulkhead setback is CONSISTENT with the LWRP since the deck expansion will not encroach into a mapped FEMA Flood Zone, and a 10 foot wide LANDSCAPED BUFFER will be established landward from the top of the sea wall as a condition to the grant of the variance. PROPERTY FACTS/DESCRIPTION; The applicant's property is a 19, 982 sq. ft. parcel in the R-40 Zone. The northerly lot line measures 256.25 feet along an adjacent residential parcel. The easterly lot line measures 77.71 feet along Pipes Cove. The southerly lot line measures 276.60 feet along another residential parcel, and the westerly lot line measures 75 feet along Bay Shore Road. The parcel has 15, 978 sq. ft. of buildable area, and is improved with a single family dwelling, and accessory shed, as shown, with the proposed deck expansion, on the survey drawn by John T. Metzger, Licensed Land Surveyor, last revision dated April 15, 2014, and the site plan drawn by Nancy Dwyer, Design Consulting, Inc., dated Oct. 1, 2014. BASIS OF APPLICATION: Request for Variances from Articles XXIII and XXII, Sections 280-124 and 280- 116B and the Building Inspector's August 4, 2014 Notice of Disapproval based on an application for a deck addition to an existing single family dwelling, at; 1) less than the code required single side yard setback of 15 feet, 2) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests variances in order to construct a proposed new+/- 240 sq. ft. deck addition with a nonconforming 43.9 ft. bulkhead setback where Code requires a 75 ft. minimum, and a 9.6 ft. Page 2 of 3—October 16,2014 ZBA#6794—Wills SCTM#1000-53-4-8 single side yard setback a portion of which is reduced to 4 ft. to permit the construction of basement entry stairs., where Code requires 15 ft. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 2, 2014, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The original existing dwelling was built in 1958 without the need for any variances. The neighborhood is characterized by numerous dwellings with nonconforming setbacks. The proposed new deck will be constructed landward of the designated AE flood zone line. 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 existing dwelling has a non-conforming bulkhead setback of 49.9 ft., and a non-conforming side yard setback of 7.3 feet, so the proposed deck expansion cannot be built without the grant of the variances. 3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 42% relief from the code for the bulkhead setback, and 36% for the side yard setback. However, the existing bulkhead setback is 49.9 feet, with the proposed new deck representing a 6 feet expansion of the existing deck, seaward toward the bulkhead, in an area that is not within a designated flood zone. The existing side yard setback for the dwelling is 7.3 feet on the side where the deck expansion is proposed with a 9.5 feet side yard setback. 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 $267-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 $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new deck, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD. In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Dantes, and duly carried, to GRANT the variances as applied for, and shown on the survey drawn by John T. Metzger, Licensed Land Surveyor, last revision dated April 15, 2014, and the site plan drawn by Nancy Dwyer, Design Consulting, Inc., dated Oct. 1, 2014. CONDITIONS. 1. The deck will remain open to the sky. 2. No additional encroachments in the non-conforming 9.6 ft. side yard shall be permitted other than the proposed basement entry stairs and AC unit as shown on the survey cited above 3. A 10 foot wide LANDSCAPED BUFFER shall be established landward from the top of the sea wall. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3 of 3—October 16,2014 ZBA#6794—Wills SCTM#1000-53-4-8 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Dantes. Absent was Member Goehringer. This Resolution was duly adopted(4-0). s /6tt"?J* Leslie Kanes Weisman, Chairperson Approved for filing/p/ d/ /2014 �tciyrh Scott A. Russell `' 0253Fr 4- SPORMWAV'7C']ER SUPERVISOR MA\NA G EMHEN1r SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ P A. Clearing, grubbing, grading or stripping of land which affects more 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. • Iii _ _ - l,_ep ration on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑rE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ 11F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: � QA� Dieu' (` 't NAME. fv1 6 �YV a,kr Section Blo k Lot (�� &162-7�� FOR BUILDING DEPARTMENT USE f ONLY. Contact Informal ion: �/� C` '1� Reviewed By: 9—()%6-4 /1 � �/ /( Date: ub !' /' Property Address I Location of Construction Work: / /fes �, ,�n ' Approved for processing Building Permit. ��`�� r 1/ Stormwater Management Control Plan Not Required. l/Ul eu'"r® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 ya`` T,y I E' ' :` To �a * * 1 Telephone�h (631)765-1802 ro Er.dch@ftLt IOU%t�1 SO 51 r go ,nY.US • 5,__Eff±5v075.tivr old,Ni`11971-05 ! �p'�� 9tl 15911 I Lfl1 JAN - 72015 IL BUILDING DEPARTMENT T TOWN OF SOUTHOLD Trn_;-- "o— AP ATION FOR ELECTRICAL INSPECTION • . REQUESTED BY: .4)44D U 6,h Date: � c��, err. Name: /1 . Pvb(k - License No.: 3%/0 a_VO Z Address: Y Zv cet s t-Z.M - . ////e. -19/4-?e/ .�>H // 7e • -Phone No.: C3/— y�o?r 3 S33 JOBSITE INFORMATION: (*Indicates required information) *Name: /0G moo/ 41(WS *Address: / /c / , s5 /r G/2eP�1/27 /U' /1c/ *Cross Street: lii/el/S Gn -, *Phone No.: ( C):3 --4'/O_a0 Permit No.: 3 ?a 5-5 - Tax.Map District: 1000 . 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( (i' C 0 yl i-(0-1-v-Lc2_ (')Ns2r Cp 3 I s W , -, TYPE OF BUILDING - ,-- I r, 11' ,'-"'L / /1 I RES. SEA . VL. 1 FARM 1 COMM. ! IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS ----77,:..7, --1.' ' •,, '' ,, ,. ," , 1 s, '\ ; V ' ' '•—) C,' ("; c' / --1,--il---- ./t7.=,,Y---..,----:-G.,-.G,r-—---'7,../.-..,./Z-'4,-(c /;"...-,•.; 7 CP 0 () Li 6'0 • • , S-- (.'4r)0 47 q / ..„--) 1-• / 6'7----,. //,-. _C , _,:L_..4,..._ -./__. ...:::,..f..-.:::,..i_..-,---".:-;i1/ 24-....-.:...:-.1.:-.: -..-:-...:,..,4,-•-;,4-••;---;-..) ••::' .••::::) 2.,--j-•.) ,,.-:') (/ — I ' -2..f-') 61 /, -, /4 , _ , . ) ,,,:j,,\_., 0, A 0 `-'.. /6' 0 (-; -2: ,-/' 0 () 4/ 2 1-' (-) 17. ::::';17,1 / r.--, 'Z''‘' !1(.,Ci,.:':..:1,•,t, i 0,* .1',.'1.1,?:''.1. 1/(7 .-c) (1/t, .7- 1-1 25' '' ..7 ,..:'--ect , , . / / poug pj 1\6 cON PI/715)p)/ t /./.,!.1 ' ,- . ,, Farm Acre Value Per Acre Value 7.S 4_ 1 Tillable 1 0- , r,-.... " . t ,.•.:f._ .., ..-. I Tillable 2 ,' -- 77 , .... Tillable. 3 1 1 /(7- c-'1:' OP'''/P'"'"5 9 c / /),11 .9 ' 1 ' 4 ,. / --I- - ; r -) '--,.;-/ - ,,-, , 7-,,v) 0 fr.,,,,r,- . W ....---oodland //(WO q -Z_ / zZ-39,0/30 -W 1 ) (5 4--0 \A)11(s 1 KA ,...., --/V/C------ , Swampland „..4,,, •,.=;,, ,.....,, ,—......., . Brushland 1 -- . --' • ' , Houset .1, i I 1 Total 1 5 14 ,14 Y` r 'tt h }'1 `Rxp'r.f. .. :a'- ,;k.".i"'' `k/IL f ii .1 ^., - 4i., iil'A'' At, } .1.,..--4---; -Tr / ,,76,vir. '.:z.'4*.r :;,...—t =, ,..• . 7:'.,'"-t 1)4.S.71* --1, li a .1 // 1015 1 l�0 .-, ; 0 � Y f T�. ^' /^ M. Bldg. . r ,�L{' J ,� Foundation L. Bath J Extension / . j1,,,./ 1 J �,I a r f ` Basement f � t1�=• . Floors r J../ i' ,.: CCn Extension / Ext. Walls , / i -'/:4 .: Interior Finish !.`,, /. fEx ension i �� 5r Fire Place r ��, Heat !, 1 /El FGt,.yQrtt^_ � J� `�la`��(� ��zc; �' t 3 2-- 3,50 151 Porch Attic Porch Rooms 1st Floor , Breezeway I 0 - ? az f �} Patio Rooms 2nd Floor fGarag { ' �'C} "V L� d .8�25— 7 SO Driveway n%.sx.�v c O. B. I,,,, 112®as ®��®� Telephone(631)765-1802 Town Hall Annex ; 54375 Main Road ` Fax(631)765-9502 P.O.Box 1179 ; O 4�� Southold,NY 11971-0959 a 1 11 ♦ t \.fly/`- ®Ui 1'� 1 July 22, 201511 ��I BUILDING DEPARTMENT A-C) t 0 , TOWN OF SOUTHOLD Doris Wills PO Box 616ILL Greenport NY 11944 do RE: 1815 Bay Shore Rd,Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. (IP 0 Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) ALet, Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39255 - Alterations McCARTHY MANAGEMENT, INC. E 4 3 A, 46520 COUNTY ROAD 48 ,LETTER,�OFAsTR�ANSMITTAL SOUTHOLD, NY 11971 DATE11 4,fj JOB NO 5 (631) 765-5815 FAX (631 765-5816/ ATTENTION TO 1 0 0 TO }' 60Q l 6 RE: 1-3 ) lOcc I UL3 04— c WE ARE SENDING YOU ❑ Attached El Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO.' DESCRIPTION J 1 A C17;7;.a__Ci 10 ac2. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval El For your use ❑ Approved as noted ❑ Submit copies for distribution El As requested ❑ Returned for corrections El Return corrected prints ❑ For review and comment ❑ El FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS I�1 � 1 JUL 28 2015 1 ' COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. N LOT NUMBERS REFER TO " AMENDED MAP A, PECONIC MEAN HIGH 'A.r,A I BAY ESTATES" FILED IN THE SUFFOLK COUNTY H WATER 4,_ ' c' \ CLERK'S OFFICE ON MAY 19, 1933 AS FILE NO. 1124 \%. SURVEY SURVEY OF PROPERTY FLOOD ZONES FROM FLOOD INSURANCE MAP F ®yam AT ARSHAMOMOQUE MAP NUMBER 36103C0159H SEPTEMBER 25, 2009 2)4, 4,4:, ,' TOWN OF SOUTHOLD ELEVATIONS REFERENCED TO N.A.V.D. 1988 \ 7, UT'F®LK COUNTY, J • Y• `Lg �A' / BUILDABLE LOT AREA= 15,978 SQ. FT. �, co 9 1 / 1000-53-04-08 EXISTING LOT COVERAGE= 2,783 SQ. FT./ 17% ei� , 4*A . `F�o24�< // SCALE: P=30' 4, E' SFr �. J / AUGUST 29, 2013 yQ 9jZ4/:6'\4(41'4% � FOCTOBER 15, 2013 (ADJACENT HOUSES S/B) G P NY O� � / MARCH 20, 2014 (REVISIONS & PROPOSED) Jg� ,`��QJ� s0or APRIL 15,2014(REVISION)IV Nirjf r 1 \ // 4, �yr3, .\/y94 'lb4 " Q`C (�1 Gy 0'� i ei �� 2 s �F�� Y 44* TEST HOLE DATA d'y �• `ter�� Gs\S7, ," y�Q BY McDONALD GEOSCIENCE ''lam 6� t�tet? 9� �c�`�O\� 1,i. ��- /�i 8/8/13 1PM •Pie e ,,,,,,, <,,, , >v •pct YQp rcdi ' , G 'PI �Oo. `fro, G�`�` j��P�J�\ Gam\ �0� MIXED SAND AND LOAM aDg 44. ems, Cb -?. \,$r�/ /ry�!,�• o Q-�. 4,<>,,;� 10 - - 2' , ,� mow' e?p \c\ �/ ' ��/ `0 Q BROWN SANDY CLAY CL 0 / �`y / a•. . / / ..YQQ� 1 - - 4° md,, o,R4 �",CP a A4c , PALE BROWN CLAYEY SAND Sc l / /i‘\$) cr'P .% }s ,,n\g�i .��;" / 9a/ ?S , 1 gyp, ^ i I WATER 4�iAl: >\ N,i vQ / `a /� ?S, , • � �r eo WATER IN PALE BROWN CLAYEY SAND SC A �,® / S5 , 1 '? 9 ,,. / 0 0 60 7° v ��p� V Q �'4 0r \ o� i WATER IN PALE BROWN FINE TO COARSE SAND SW `tip pyo �R � / IV , � ,�o �- / � 1 bp �L9 Qr^ moa / EP�- fir, 13°_ 0 r Nle qyJ \� �/ y�`�� / am familiar with the STANDARDS FOR APPROVAL ` �: N_E" �fr0�{� '. 4 '7'2- G . \, , AND CONSTRUCTION OF SUBSURFACE SEWAGE e ��" .),`"g" <G.\ �'� `F AoG le/ `� I4 1 9 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ' �.�: ' A.' *' A pi\r" �,o'y and will abide by the conditions set forth therein and on the � °'G;r��;44�:a--! ; ro 4q ®,� 4,„F `� permit to construct. ` ., 7i AGF .Q ,� y� c, ” ? 'I' °` The location of wells, cesspools & public water shown hereon are .49ss1�'- c�) S�FF• ®.� 4. from field observations and or from data obtained from others. r ,,,�.j.�Jjg�,, 'yA J �,�' �4 � /` ri?r N.Y.S. LIC. NO. 49618 G.9 q ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION �'ECON/C ,(` MORS, P.C. (/0 OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. ® A /y EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FFCA77ONS (631) 765-5020 FAX (631) 765-1797 AflEFi=i �9 2 S e Fe q�. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 TO TIE LINE 'QJ SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 89_422 WHOSE SIGNA TUBE APPEARS HEREON. SOUR-OLD, N. Y. 11971 r IES1check Softwa r V-rsil n 4.6.0 N. L Compliance Certificate Project Wills Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 20% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1815 Bayshore Road Nancy Dwyer Design Consulting, Greenport, NY Inc. s-omplianee: Passes 111....,11 WGl trade-off Compliance: 0.3%Better Than Code Maximum UA: 358 Your UA: 357 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 - _ t,rst"371,7117,`...r.; .r.',",77,,,--T,r•3G r' ;n e�ez..1 Za":r`�",,+s '_.'2-7 5'�• -• r .,.7.:211:,:- .'v 7 Gross Area azing Cavity Cont Assembly or or Door UA 4 R Value R Value ,', . Perimeter - s F U-Factorti �u__ ‘4,:._2_4_1:1.-e....--. -.y "i—cuA's}id: :":1 .isi i�:S7fk14:(vsY...,a:'.: . a4.aZrr. caiid�i :+:aa�l' ..iaa do �.�"� .:. ;..��ee2„e 41v':c«HfaL`s xv" Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,810 30.0 0.0 0.033 60 Wall 1:Wood Frame, 16"o.c. 1,826 15.0 0.0 0.077 110 Window 1:Vinyl Frame:Double Pane with Low-E 234 0.320 75 Door 1: Glass 140 0.310 43 Door 2:Solid 20 0.300 6 Ceiling 1: Flat Ceiling or Scissor Truss 1,792 30.0 0.0 0.035 63 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 seen •- igned to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 an', is ompl with the mandatory requirements listed in the REScheck Inspection Checklist. A Matthew B Sherman, PE .. Sept 22, 2014 Name-Title Signature Date / �. ' ,. i`: --- '• -..': \- 4( � . , ' if \; !I _f-- CF/l , Lt,_‘: -:- Project Title: Wills Residence Report date: 09/22/14 Data filename: Untitled.rck Page 1 of 6 1 39'-9" 4" POURED CONCRETE PAD ---..,......... OUTLINE OF NEW DECK EDGE; 4"X 4" POST, UNDER L NDER STEP STRINGERS I"X I 0" RIM BOARD WITH GIRDER w/ I 2"POURED LATTICE SCREENING PANELS CONCRETE SONOTUBETO 4) — �. 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BASED ON EXIST. GRADE OUTLINE OF EXISTING EXISTING GIRDER WITH MASONRY \ SUNKEN LIVING ROOM; PIER FOOTINGS TO REMAIN EXISTING / EXISTING 2"X 8" CHIMNEY NR BUILD UP FOR FLUSH STRUCTURE TO REMAIN CO REMAIN LEVEL TH RU-OUT z a 2 -; b o / NEW 2"X 8" F.J. OVER x EXISTING SUBFLOOR / b Li cv z U % b I- . `> R-30 INSULATION N z TYPICAL ALL AREAS PROVIDE ACCESS BETWEEN ALL CRAWL AREAS \ N. I I'_I° 1 Q w :" PROV. EPDXIED#4 STEEL pO REBAR VERT. @ 12 O.C. go O --i a_ INTO EXISTING FOUNDATION X CO WALL$ NEW WALL ABUTTING N U Lr) (TYPICAL BOTH SIDES) kr) OL 8 >PPOURED CONCRETE ENTRY I j zILI STOOP; BLUESTONE SLAB TOP $ MASONRY VENEER 12'-5" 1 8'-1 1/2" / 15'-3 1/2" / — — FOUNDAT�,isi WALL LEGEND: EXISTING FOUNDATION WALL TO REMAIN ------ WALL TO BE REMOVED 8" POURED CONCRETE FOUNDATION WALL EXISTING GARAGE — — WITH 1'-4"X 8" FOOTING SLAB $ FOUNDATION TO REMAIN FOUNDATION PLAN SCALE: 4" = t'-01r-. .. -11 N_ ��o _ Z �^ ,i � �� f rr, { 1 I , Iii o a r� _. "' i i l• 1.. 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Ln 0 0 0 CO 1 11v i �ohlY,WIATat lMWPt► e CONNECTOR —• NEW CEILING \ 1 I�,�� TRANSOM WINDOW HEGGH ,a�`�� ? t•�'1!l�'li[�J7�I.'7nerz 1� NEW FASCIA*VENTED SOFFIT; _, 117%ULATION _ �I ALIGN WITH EXISTING EXISTING PLATE/CROSS TIES J VENTED BAFFLES ', WINDOW HEADERS I- WIT • HIN PITCHED AREAS _. . --- -- MASTER I- MASTER BEDROOM 2- 2"X 8" HEADERS 6 ABOVE WINDOWS w/ 6 v + >• > C520 STRAPPING a o, J 2"GYPSUM BOARD N m a� �? p z cY TYPICAL ALL AREAS EXISTING 2"X 4"STUD Q oC 1- WALLS TO REMAIN. L1— o m NEW R I5 INSULATION $ 0 10 DRYWALL ON INTERIOR; ._i NEW SIDING ON EXTERIOR m (D O , _ EXISTING FLOOR EXISTING F.J. MN R _3O INSULATION I° \ \ \ EXISTING GRADE CRAWL SPACE iii EXISTING STRUCTURE - n —FOUNDATION WALLS, FOOTINGS I GIRDERS, COLUMNS $ SLAB 1 0 TO REMAIN = BUILDING SECTION "B'I O SCALE: 4" = I'-O" Z 0 Q 0 z CZ i( EXISTING DECK TO BE EXPANDED. 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SLAB o TO REMAIN z ABO E WITH DRAIN x 1— u oc PROVIDE A CESS N z INTO CRAWL} 0 I 1 z � � N y / NEW 6"x6" WOOD POSTS — TO OLD BACK GRADE EXISTING STAIR w/ FLOOR x Liz az u� n ° uP HATCH; LEAVE STAIR BUT w R-19 INSULATION �. ABANDON ACCESS • TYPICAL ALL AREAS EXISTING CRAWL NU BER OF TREDS TO SPACE TO REMAIN \ \/ • BE ERIFIED IN FIELD BAS D ON EXIST. GRADE OUTLINE OF EXISTING EXISTING GIRDER WITH \ SUNKEN LIVING ROOM; PIER FOOTINGS TO REMAIN EXISTING 2"X 8" EXISTING MASONRY / BUILD UP FOR FLUSH STRUCTURE TO REMA N / CHIMNEY FOOTING REMAIN LEVEL THRU-OUT z Q Lu PC H '30O NEW 2"X 8" F.J. OVE - LLJ / EXISTING SUBFLOOK / (DD Z N rs I- D v —6 oz R-30 INSULATION w z TYPICAL ALL AREAS PROVIDE ACCES'» BETWEEN ALL CRAWL AREA / 11.-1. f i .. w r. '-:: PROV. EPDXIED #4 STEEL w > 0 REBAR VERT. @ 12" O.C. DL 00 0 HINTO EXISTING FOUNDATION '30x m , •li WALL$ NEW WALL ABUTTING N LI D Eo n , (TYPICAL BOTH SIDES) zo NZ L.._ -s- n e N POURED CONCRETE ENTRY w c z w STOOP; BLUESTONE SLAB TOP $ MASONRY VENEER / 1 2'-5" / 8'-I I/2'' .' 15'-3 1/2" / FOUNDATION WALL LEGEND: EXISTING FOUNDATION WALL TO REMAIN _ L WALL TO BE REMOVED , 8" POURED CONCRETE • FOUNDATION WALL EXISTING CARAGE WITH I'-4"X 8" FOOTING SLAB $ FOUNDATION TO REMAIN FOUNDATION PLAN SCALE: 4" = I '-0" \ r/ ,IV. �• . t cy �` .Y , ry / la'-0" �:, ,i_,, j.. �.: ---; :n ii STRUCTURAL AND CODE EVALUATION BY: px gExA- SHERMAN ENGINEERING `4 r, /� &CONSULTING P.C. .,,.t <, .._; i . 5.;,S EC F > 5015 COTTON VALLEY P+e r� CHRISTIANSTED,VI 00820 ,Hc k..,..1).,;7 c° 631.831.3872 19141M.UR200 ALIERRNNA OR AOUMON f0 MS(91(99'C AA9 MAIM O9C1'Ak9(36 A M ON OF .SEC 7209 Cr INL US 4U'A10N IAN NANCY D WYE R WILLS FAMILY TRUST DRAWING : FLOOR PLANS 0 '••" Bayshore Road SCALE : AS NOTED-.) D SIGN CONSULTING, INC. RENOVATION TO HOUSE Greenport, New York DATE : I0. 15.2014 Southold, New York • 63 I-765-8667 1000-53-4-8 BY N. DWYER ROOF GUTTER LEADER \ HOUSE EXTENSION UNEXCAVATED — SOIL GRADE Nom /\/ W4W / I 0'-0" M I N REMOVE EXISTING HIP PRECAST ROOF, INCLUDING RAFTERS, �� BEAMS $ OVERHANG DRYWALL � F /�I LEADER ELEVATION / SECTION c \7• / � Not to Scale 0 oo REMOVE EXISTING HIP \ // ROOF, INCLUDING RAFTERS, CV // BEAMS S OVERHANG / / / NEW 2" k 8" RA /W/ I SHADED AREAS SHOW NEW is- @ 16 \O.C. / C ROOF FRAMING TO EXISTING i , STRUCTURE 1 •T• , ''EW "X :" - . /♦ zI �: 16" e.0 // LD Q I w E. , , / EDGE OF EXISTING ROOF \ " / I .)--,• • • • OVERHANG TO REMAIN x //I 2 • / 1 I/2' 4'-1 1/2' i 8'-1 1" 4'-1 1/2' El ALIGN WITH FIRST- FLOOR IRST \ I / . r . / FLOOR WALL BELOW / ,/ _ o 0..• . o / /\ I w Jp CLERESTORY WINDO�/S / INTO KITC IAN J •�/ ••ll ., • •� LO w • / n oz . / ILJ ' ./ C2 CZ V.. Lj I2O I / 12. . 1 .8 I \\ [ . - A , D U-J , 4P EXISTING RIDGE / • DECORATIVE • CUPOLA lir' —� / _ \ / • \. / \ / \ ..\. \ \• \ ��( \ • \ RUNOFF NOTE: ��o �` \ Gutters ' ontinuously around; ' \ Leader locations as shown - all • - • =� \ leaders train to 6" 0 PVC pipe s I \ to new .rywell(s). In areas where • _ \ ' leaders a e over deck areas, bring _ _._. _ _ ._. ._._._. ._. _,�I pipe to b low deck and run buried I "x6" N @ •.C. drain line o drywell. I I_ . �� I RUNOFF CALCULATIONS: 702 x . 167 x 7.5 = 879 gallons of runoff r @ ( I ) I ' O" x 6'-0" 0 capacity = 175 gallons , 1� ,..-1`.›.\ 879 / I 5 = 5.02 =r`-x. �'r ` Runoff C ntainment Requires: F-7 ° `��, • '' ` -11 STRUCTURAL AND CODE EVALUATION BY: 5'-0"deep x 6'-0" 0 ring (or equal) " s;a; _ ''__' i1. . -�',` ;•;.'-'-:, ., `„/ IT:i: ""44,0 SHERMAN ENGINEERING . 86 CONSULTING P. C . ESE e � C Y,. 5015 COTTON VALLEY ` ', •£ ' ‘,..,v c+, CHRISTIANSTED,VI 00820 '.,f ; y. 631.831.3872 � ROOr PLAN UNIUMORIAD A IERA7ION OR AMMON 10 MIS G64NAL NA MAIM OXIAEA7S 6 A"sIAIICW of YC nos CO IIA NYS mUGrION UW SCALE: 6" = I '-0" NANCY DVVYE R WILLS FAMILY TRUST DRAWING : FLOOR PLANS � " Bayshore Road SCALE : AS NOTED D SIGN CONSULTING, INC. RENOVATION TO HOUSE Greenport, New York DATE 10. 15.2014 Southold, New York • G31-765-8667 1000-53-4-8 BY N. DWYER - � I I m z r.z o suer W 1111' • Jo e z -_--?' yJ / TO REMAIN Q p npoL' LJ Q ® 9N,t?gym $ Z ,t�•� `v NEW e" PLYWOOD SHEATHING* �� O __ ROOF SHINGLE TO MATCH P �` U Z p II 2-2" C.B. THRU D m� Cr") Q - Z \ \ 1 2 C.T. * R.R. (TYPICAL „, `4q • axctN \\NEW 2r — 12.8 BOTH ENDS) cn 0-0° \ \ 5NED R.R ABBREVIATED SAVE WITH z -O • R-30 INSULATION \ @ /G' DUMMY RAFTER TAIL w �aNG�' NEW 2”X i O" C.T. @ 16" O.C. tot \ C.- - Q Iw 71 I - SIMPSON H7 ,�,` �x\5 61111 \ �� \ ;moi SIMPSON NOR m CONNECTOR N��.. \ \ _ _ _ _ _ 2- 2"X 10" C.T. EXPOSED * AS SHOWN ON PLAN \ \ 11 2- 7 4" LVL HEADER(CUT DOWN - R I S INSULATION �XI�TING CEILING BEAMOTO BE REMOVEC\ .�1 TO G") ABOVE DORMER WINDOWS; 71 r I VENTED B FLE SIMPSON C520 STRAPPING WITHIN PITCHED AREAS I- NEW FASCIA*SOFFITS w CONTINUOUS AROUND z'_o" ML _ION D �� e 2- 2"X 8" HEADERS --- kli ABOVE WINDOWS w/ z" GYPSUM BOARD J 3 CS20 STRAPPING - �. TYPICAL ALL AREAS GREAT ROOM - FS w `� z °� EXISTING 2"X 4"STUD o o i- rY Q IYtet' I p a_ N 4_," (Y) WALLS TO REMAIN. \ v o O NEW R-1 5 INSULATION * q cl• In -� u-s co O DRYWALL ON INTERIOR; ALIGN HEIGHTS - > p NEW SIDING ON EXTERIOR NEW 4" PLYWOOD SUBFLOOR r. NLW 2"X_8' F,J._ @ i 6" 0.C.____ EXISTINGF.J. �F.J / R-30 INSULAT ON -- �� EXISTING F.J. • H7 • CRAWL SPACE m W EXISTING STRUCTURE - _ FOUNDATION WALLS, FOOTINGS \ o GIRDERS, COLUMNS * SLAB TO REMAIN \ ,. _ _ L SCHEDULE 1 iJ P NAILINGZ ti.J n_.n , ID.E .ONWa,DFRALIECONSTR..TIC.IvIiA,YAL BUILDING SECTION "A" II 1'4('' . ,, . 0 JOINT DESCRIPTION NAIL QUALITY NAIL SPACING .,, ROOF FRAMING SCALE: I" ' -MI• rd RAFTER TO TOP PLATE TOE NA'LED 4} -- I " -C+ /' `'':r EP-ETV/ALL:3 ad PER PAFTER I LT-0'WALL:4..L31 PER RAFTER cr,_INi=JL'?t5T TO TOP MATZ. TOE NAILED 6'-Q•'WALL:3-£td PER JCiST .. .... .. ja.y . f, 10-0'Vlk..L:.i-ed PER JtT�-•T ,' a. •- ' O Ci,,hG)IIIc^ TO PARALLEL PAF;ER PAGE-NAILED 5EE I ABLE.3.7 °AC":LAP . CEII-IN=XT".T LAPL,OVEN P33T01005 PACE FGl'LED SEE TABLE 3.7 EACH LAP LLJ L •E TO RAFTER, NAILED SEE TAME 3A EERIE 11 ... .. BLOC:KN„TO RA'"LR . RACE. TAME TOE ttAiLE:J -.4d EACH ENC RIM BC-ARD TO RAFTER , „ :ERE,NAILED 2-164 TACO END „„ (�� WALL FRAMING �.[._ TOP PLATE TO TOP PLATE -PA,:E NAILED 2-I Gd PER FOOT DESIGN LOAD CALCULATIONS TOP PLAT Es AT riTERSECT OTT PAGE NAILED 4-1 Cl: .. JOINTS-EACIia 51DE . orU(i TO STUD PACE NAILED 2-1 Gd 24'0,0 till\I 111N.1 I I',I Fr„11”CISTF.F UTEh Ll',C LOADSill:-fj HEADER TO nPA;.�,FR, ,ACE NAILED ... ....16d ALONG.,.�_ -....._..........._.... ... .... TOP OR BOTTOM PLATE TO CTUD E G'= ND N,A'LED 2-1 Gd f'EK 2ka STUD EXTEF.liDP DAL;,O'.IE� 3-IGd `TR.2kG STUD . . Et"�I`F 40 4-IGd PER 2x:S NTLI() GENERAL WIND PROTECTION CONNECTION NOTES ATTICS l�'ITHouT TOF_Ac.E 3L. POTT01<1 PLATE TO FLOORJOOT, ..._-. ... Adapted from Standard for hurricane Resistant Residential Construction; SSTD C`_'.':Fm sr:.' n B.AN. „ ..r,END J.. OR BLOC NTNG FACE NAILED 2-i Gd "— PER FOOT AND GEOGRAPHIC I 0 99 and 2001 SBC high Wind Edition Wood Frame Construction Fcor'1S(UT LEEFII1 : POL.)Mi) _}(; A ____.. ....--.._______________.__ _ _______ CDESIGN CRITERIA FLOOR FRAMING __....-._.__� ____.___..--____.._-___�._._.._-_,.,,,,____..____ Fasteners and Connectors �S a5 eners onneG ors for FFI l `i_F_ 5001 5 ` «.... Wood Frame Construction sc WEATHERING SEVERE J0157 TO C^".L.TCP PLA,_",OR GIRDER TOE MUD- -}-8d PER J.i.'' .. ..--... FROST LINE DEPTH 3'-O" ! ; BruDG:NC To sol<:- TsE Wk LED P-art E':,Ctt Er:;- MODERATE TO HEAVY v BLcc NGroJolsT 2_a, EACH I . A continuous load path between footings, foundations walls, floors, studs and �P.ITEF.IA.50'.CALCI_LATOIJ OF D=AD LOAD TERMITE TOE NAILED z BLOT:C:°tG TO SLL t.,TOP PLATE To:NAILED 3-1 Gd EACH BLOCK ACTUAL ";eI_.HT_iyr'vIP,TEP ANV PEFE�ErIGeD TO H.I.A. DECAY SLIGHT TO MODERATE LEDGERSTR:P TO Px210 PACE NAILED 3-ICd TACO SOOT roof framing shall b provided. - JOtC,TONLED;ERTL�BEAhd TUE NAIEO 3-8d PER JL:.-T r-„FIITE.,Tl1 FA I.GRAPHIC 5T,TAII5A PD WINTER DESIGN TEMP. I I AND JOIST TO EtLL Tor NAILED 3.164 PER rooT 1 2. Approved connectors, anchors and other fasteningdevices not included in sNo';^,' ICE SHIELD UNDER- AS PER MANUFACTURER'S BAND JOIST TO SY1 T TOP PLATE TOE NAILED 2-1 Gcl PER JO!ST the Standard Building Code, Table 230G. I shall be installed in accordance with c;FOI-111!.3'CY;i/OAL, iL LAYMENT REQUIRED — SPECIFICATIONS/STATE CODE L� z to ROOF SHEATHING J �,,,, ' manufacturer's recommendations. FLOOD HAZARDS U—I N- STRUCTURAL PANELS 1 4'FERN^.ETER EDGE ZONE-t G'OIG.6"IRT PANEL EDGES m . 85 AND AT INTERMEDIATE_UPPORTs 3N The PANEL F?ELD 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the DE-I(=•rI C"TE(�'"F;Y e, INTE`JORZOIE-IGa O/c-G"AT PANEL EDGES AND 12°AT weather or subject to salt corrosion in costal areas, shall be stainless steel or ALTERNATIVE FOR OPENING PROTECTION 3.1 INTEVMED'ATE SUPPORTS-N TOE PANEL YIELD FOR ROOF SHEATHING Wil,,N 4,0-OF TnE PERIMETER EDGE CF THE ROOF,INCLUDING 4'-O'ON EACH SIDE OF T"E a,JJF PEAt.,THE 4-0"PERMETER hot dipped galvanized. ., .D ___..__........... .... .._. ._.............. ............ ,,,,,,..,_ (� EDGE ZONEG ATTACHMENT REQeIPE:^.eNr55rAtt eEt' a. C'`?=EFG 20 t l:h -ALL I(TUPAL PAI IFLS'•VI H A f,.11 IDAHO THICK IdFGJ 0= GAIT '- A r•IUP.1 PA'IEL 55A".1 OF -0" CEILING SHEATHING E.F_.`LIFE CATEGORY P - 4. Where windows and doors interrupt wood structural panel sheathing and ' ALL YF I'EtYvlll'f.`_I)Fi!k'Jt'f_'1I11G PN;)IE(-T(JIJ in oil At 11)-11'o'(t`:f(ill"-1.111.1)11(:;D t'AIIFI-S GVPSur.i'b'aLt?OA 5 r COOLERS 7'EDGE O'FIELD ✓ ALL DE PR."CUT TO GG":'EP LA'-D"-FELIIF16s l«ITH O conne t shall - ---- —-- „---. .-. . siding, framing anchors orconnectors s a be provided at the top and bottom ` -roc NP-D bA = P_~ICED WALL SHEATHING of stud header rtrrP TO SECTIO I I 00S.1.4 AND 0 �3.0..T5 21.10 TPU - ucripple s, studs, and at least one stud at each side of opening. TABLE R30 I .6 STRUCTURAL PAi3EL5 ...... '.. __........___."-' _ t I C.09.I.,-1) Z 0 4) L d }EDGE ZONE- I G'Or-6°AT PANEL E;;;}}}I=E,AND 12`AT ._„,._,..___,....._ Q *1 -ATE SUPPORTS IN THE PANEL f1=LD ' --p 5. Ridge straps shall be attached to eachpair of opposing rafters except where a,LLc"+.' 1) INTERNiED:ATE SUPPORTS IN THE PANEL -� - TABLE ISH✓. I .4 ..---- ._._--- ---_. Ep6ESAND I2'AT g P pp g pA�LF DFFL6:_TO�J OF"•TF:UCTIJRAL MFMFBFF',S collar ties of I x6 or 2x4 lumber is located in upper third of attic space and STRUCTURAL MEMBER ALLOWABLE DEFLECTION rre,o=r.E FeeISPP' T-r ioLiFA-.T'FIdIrJGSCHEDULEFU?'''<UUDSTPucrul?a_PAr.IEL . FIHEREJARD PANELS 7/16' ed 3'EDGE/6”FIELD LD 2sr=z° a s EDuE/G FIELDattach to each pair of rafters. ,i �1o.e4• I'F.,r l r1 x(, I fE GYPSUM tvALLBOARD u Rafter-,ha' rASTEPIFF'.SPa.Clrk=(IJ HES1 ( J Sd COOLERS EGGS/IO"FIELD 1 G. Uplift connectors shall be provided at each rafter bearing, trial /1 2 ,:,,.,,TT no-II1171T5'd ,^P link PA,tIEL 5'5411 0"<FA61EL O”< COO' STAT F-0' ad 4 EDGE ZONE- I G O/C-6'AT PANEL EJi GE5 AND 1 2"ATQ ttARDECARD INTERMEDIATE SUPPORTS IN THE PANEL LIELD --I a_;I,-,-I t r--I'.+{t--I'S 'AST FI IEP,T Y PE C%° SPA I -}'_n" SPA'•I. o'-O" JFAI I: �;_�, ad VHTEROR.ZONE-IG'OIC-G`AT PANEL Ef`GE5AND 12"AT 7. floor to floor hold-downs to be provided every 48, and every 16" within 4' Inter1mr v;3115 a partitions Hn t.-f0 ENTERMEDiATE SUPPORTS IN THE PANEL PIELD of exterior corners. 1,',CI'JOOC.5.C.17 .5i r_, r 12 5 FLOOR SHEATHING FI!%Or, ,.:5 teP',.J Ce lrlct= L,'3 E.O11 2 ` ,.RucruRAL PANELS- 1"OR LEss 34 �`EDBEr i z^r ieic'--..- .... .... .............._. All other str•L3turai rrEmeb'ers 024( 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the -- — CD PE S FxRrlor'v.;lls Mill F2laof-r or 1/?6(7 • Nailin9 re•{uve+ncr's are Cssed x w'aH s-ANAu,cJ rusted G lrches C•.C.as„r b gel ed,3e. If l' to:, ,�„aged 3inc nE5O N t t„e par et .J,e to"Leo, foundation with anchor bolts having a min. bolt diameter of 5/8” and 3"x 3" x c 1,3 her she,r capacities,nadlnj req-rrements£M structural.Tembe,shall be doubted,or altercate connecte"A,such as shear deee,-hail be used to mai• -.tel'U{1-11`_-1 A.THIS THELE IS `OED O'1 Y,r,l Ar r,IIJfid,YII ID SPEED iJ�ECOI'ID F:UST1 OF I?C1 ,1 IJ ed the I " r PH ARE;f IF I1 PCU /8 washers. A minimum of one anchor bolt shall be provided within 6 to 12 Fxtel•lcr w„11�-it MCI loos N'ltr L'24( hi RIGHT of_32•'-0��.;'e LESS — inches of each end of each plate. Anchor bolts shall have a minimum embedment 1 I , , ' When wall sheer!h.->;j is continuous over corrected member',the tabulated mind-er of ra+lt shall be pet-nit-red t,�}.e reduced fo i-i 6d nut got. I-'r'I t;t r. I I Ili�i1P.= - FA.`iIFIdFk'S.`:HALL Y,F.Ihltil�LLPI)Al i?P'OSIb1G PI JI):-.)OF l HF.t'J(1(I7 ht'IJCT URN_t'Al1Fl_. PAGE: '�"r'` pe- of 7 Inches In concrete/ masonry foundations. Anchor bolts shall be located c. ':^,HEP_ cr.e',,s ARE ATTACHED To r92sUUF:r'oe b1A="srlP.r, atop.THE'sHAL_EE _ _ • Corrosion resistant I I neje ft:deo nails and 16 gage staples are permitted,creel,1S•C for.additional rewu:"er+erts. tY♦:,'rIOI'�q%:. 3- +i ncI ,D:1G �•✓I+1- L,I 2(-' 1 _--. .... ... .. within I2 inches of corners and at spacing not exceeding 4 feet on center. a Ta. _UTILIZING„•,IE<:Pr�TI_„IIF <,hA IT A______: HAVING— A L.---- _____1 451_____- . .. .._... ._.-...... _. ._ ........... .._........ ........If12,-•ahle fine=,h��'' -.,,Fit ITE:,F 3 t,IE_,. .. _____AJC----`-. .-----...._.-----......U _______._-.._� __....___. ---- 8 E:4: CJ W0 a >a C7Nz ":.M :wao "' p3 rxO .`z • o� e St z < C/) ® GNf{, () cz 0 Q CC y � n�J A z ~ Nlu O Q to W z CUT BACK EXISTING RIDGE s �N6$.' N 24' I Z * SET NEW IN PLACE; ALIGN SpGI TOP OF RIDGE HEIGHT .. .. .. .. U' NEW 2"x8" RIDGE RIDGE HEIGHT, MATCH EXISTING z w 7 IIIII 5. 11 r�1—ICI CONNECTOR LING ZP.111111111111111M1 vittry TRANSOM WINDOW HEIGhT ttli 2- 2xC" CROS, A.:.",— � -� NEW FASCIA$ VENTED SOFFIT; _, _ �`►':: - ►—ULATION -�—� ALIGN WITH EXISTING EXISTING PLATEJCROSS TIES VENTED BAFFLES �� _. .WINDOW HEADERS I— WITHIN PITCHED AREAS '— (I) MASTER BEDROOM 2- 2"X 8" HEADERS ABOVE WINDOWS w/ - v + } CS20 STRAPPING o m �o J 3 I" GYPSUM BOARD \ EXISTING 2"X 4" STUD , o z TYPICAL ALL AREAS cD Q 'sr WALLS TO REMAIN. o m NEW R-15 INSULATION * (!�� DRYWALL ON INTERIOR; J i u 08 NEW SIDING ON EXTERIOR EXISTING FLOOR § m 1--- i _ILL EXISTING F.J. 7 K-3O INSULATION EXISTING GRADE CRAWL SPACE W EXISTING STRUCTURE - CI) —FOUNDATION WALLS, FOOTINGS I : GIRDERS, COLUMNS $ SLAB 0 TO REMAIN = BUILDING SECTION "B" 0 H SCALE: 4" = I '-0" Z 0 Q 0 z �� W C r EXISTING DECK TO BE EXPANDED. � NEW 4"X C" DECK BOARDS AND RAILINGS AS SHOWN - NEW HANDRAIL- 4"X 4" POST W/ 2"X 2" U BALUSTERS i CAP RAIL CONTINUOUS AROUND Z OUTLINE OF NEW DECK EDGE; VI t9 I"X 10" RIM BOARD WITH QZ In LATTICE SCREENING PANELS UI Z L )..64 x2/9(6 ' PROV. H4 CONNECTOR —1 co PROV. H4 CONNECTORS I// 2- 2"X 8" ACQ GIRDER • AB SERIES CONNECTOR > Z O z � \ 4"X 4" POST, BOLTED THRU z 3 i-nGIRDER w/8" SONOTUBE $ z 20"x 20" x 8" POURED Q r 1 CONCRETE FOOTING Z Z o (TYPICAL OF ALL NEW) CD s NEW CONSTRUCTION W C) DECK SECTION ,/,'14:<-,----7 -,--,,,,, ; , . , SCALE: 4" = P-0" i` ("7.1 ' , , `;\'. ., r . .00,,,'� .,yam / � ':' PAGE: i'47, '1 . /i sir /, 9.......„ _....... 1 z p O - uJO • p w < r• z oz NEW DECORATIVE CUPOLA < U Q - . p N p CO il L J V 1 / u EXISTING ROOF SHINGLES C AN3I TO REMAIN IN ALL AREAS (j �I EXCEPT WHERE SHOWN ON D FLOOR ROOF PLANS 0 EXISTING ROOF "SKIRT" OVER TW2842 TW2842 >-- } GARAGE TO BE REMOVED. CONSTRUCT NEW OPEN PERGOLA I I I I I III I I I EXISTING OVERHANGS TO Q z OVER WITH STRUCTURAL WALL - REMAIN CONTINUOUS N crl BRACKETS FOR SUPPORT AROUND. ADD 4" FRIEZE 0 �? �1�1■■■1■ I■1■■11■1 _, • BOARD W/ 22' CROWN J j, 00 • III MOULDINGS DECORATIVE 0 • ./ — SOFFIT BRACKETS Ali.�iII11iI Ri1111limi111111I11imi�i1111i1Ilillrii 111111 ''_ iii �� 11_ - � ,T: ._-•-----•-----• ----•-----•-----• ----•-----• --.M . - III --- a .� ■ — IIII MINWI PROVDEiX4.. CASINGS RHHII p1\ Mil I�`'(I - Ila AN21 - - AROUND ALL WINDOWS DOORS; L,_, � ...dill WINDOWS TO RECEIVE 4"X 4" SILL TW28410 TW28410 TW28410 TW28410 TW28410 um __________ O NEW SIDING AROUND ALL AREAS r, I�7 5;':7 .::•':: OF HOUSE; I"X 4" CORNER BOARDS 0 .•.:: ". 1_■• I i G• I' it I II I I I J1R LPLUMBING WAS TE�' %:__:_.::. iii II I I iI � i i 11 II II I I � I II II I I II Hill!I I Hill' iiii I �� illi I i i � II 11 Hill &WATER LINES NcEDFli-Lj1-1 _., I:: : 1 TO'ST1NG BEFORE COVERING _ APPROVED AS NOTED NEW ENTRY LOCATION 0 > PORCH ROOF OVER; WALL DATE' B.P.i'-) 1 1- # ')o---)S3 BRACKETS FOR SUPPORTZ r ` FRONT ELEVATION FEE: i.:;7' BY ,7,.-�'�- ' `LI NOTIFY BUILDING DEPARTMENT AT CZ 765-1802 8 AM TO 4 PM FOR THE SCALE: 4" = 11-0" FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION & ELECTRICAL .,,, ,%.,,,,:: MUST r, .- r lf (what`; . , . '' ''': , ekK v a. . ' '-'.,\::::' ,:‘,.', AL CONS RUCi 9N _,'1 ''# *: •" , y o-a .,. . . . ,':'. .,,,,•.,,,,,,,,•.-,•,.,;,:-- .<. ` . ': . m ,a M ,ee' , aATL. N: r, .,4 ,' i .`,` " '., ,yrs.,,- '. ! 'f';. ., ,,."' j : 7.W,‘;‘,,‘,„ - :1.'4 ` ., ! ".0 DESIGN k i -,J L\ , , _ — ' ..: : .;. , w .;t.4+:-::•:::•.' c : ` .' ;i141.7,„ ., < � Y •f' " a " 1 , 1 V . ‘i CZ tf r . utC ''k �" is k a.� {' r.i..1,,...,,,, :,, ., ., t l,�lv �.✓' ..'4.'k sQ.) a x Fav �� Yi a .� s , . <_) 0 � ,e,,,,,,,,„„,„,,,, : „.„,„,4,,,,,,,,,.; . ..ii.. E`„ srw. r ,.. - s,,, :, ,•:W e, - : ,,i, . . z : , ,,, ,,, ,,, ,,i,o ,„,,,, ,,.„,,, ,,,,„,,, ,... , . . , , LUMBER CE_!�T n U -,- ` TD ; >,S .a } & .; .":,,' �ajE:::.;,`,M.'c`2.,`0'^ ` '��F' '""�„�. 1r. 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CLOSET I —— z km— �_�� / , % h-Ti 8 %VENT LINE OF CEILI\G BREAK it HO 2468 � — Jil w 0 / EXISTING C.J. \ I'J I - - I R-30 INSULATION 2 or)o TO REMAIN I N o \ CLOSET t I N �� - BEDROOM CEILINGS _ NEW BATH I % \ -- / I I II I 1 %<�/ 1! -j1 _ $ 2668 13-2 I/2..% 068 Mg w I 6.4 I o — =.ii'�` iiiiiiiiiiiiiiiiiiiiiiiiriiiii.A:i ';+ o z O % 2668 r L /� NEW BATH ILI $ G.% J- 1- //2468 . \I b IA m � / HALL ±------L �� P --, I-C O tel e II I ii 0 • 13'-6" w .. — U x I �x I � LINEN • sr X01 °� I Q O N I W N l9 N I I N — .a j h - - / / :V ,- _ _ K 30 IN.ULATION N I 3068 ` Io z THRU FLAT SECTION - I I -- \ y c. 1 1'-2 1/2° w v. -me. li I I I FiOClcET DOOR \\ o O sr TO GUEST HALL \\ °� 3 EXISTING DEN 11 j o GREAT4IITThKU I RMODELED 1 / -- I O 6 FLAT CEILING CENTER I I / \I �/ 206 2068 /MI Ngo ` I I EXISTING BEDROOM pv N I \ _ I PAN�4P�8 CLOSET SIZE ALTERED REMOVE EXISTINGI I \ cv LINE CEILING BREAK � �� as sQ.ET. Cir 20 1%LIGHT '' MASONRY CHIMNEY / 1 I� I o 2'-G" N. J -A� 11.3%VENT (� Z •! N. $ FIREPLACE /-- =a .. NEW 4" PL OOD SUBFLOOR. 0d c� Q - Iti V. I-o OVER NEW ISTS. ALIGN Ef�TRY COAT X w v. / EXISTING C.J. H CLOSET t LOSET N a v TO REMAIN / z z FLOOR HEI HTS THRU OUT WO :I -- ENTIRE FIR FLOOR AREA 2068 a 2068 wo t.„:. EXISTING v \ 2068 u2068 i; ,v \./ 4ONV, • FIN\ /1'I kl ti i / UPPER C• INET / W28410 TW28• 0 TW28410 2� N1 / .,\ / .1 '� / — II / moi: . .. .AAA :4'•22.1 1** .X4M 101 1.!:!:! 6 a2..•:!• ',•, II / /�� 4'-3' w AN2I TW28410 ' / LAUNDRY II // \848 TYPICAL ALL LAYOVERS - �____ r -PA BOLT TO RAFTERS W/8" •: 12'-5" / 11'-1" /- / 28'-2' I'-5" / I' 10" / in / EXISTING 2"X 8" STRUCTURE TO REMAIN / PROV. EPDXIED#4 STEEL REBAR VERT. @ 12" O.C. INTO EXISTING FOUNDATION WALL$ NEW WALL ABUTTING (TYPICAL ALL AREAS) EXISTING CRAWL y ,— SPACE TO REMAIN _ R 30 INSULATION EXISTING STRUCTURE TYPICAL ALL AREAS o z 3'-6" / Q FOUNDATION WALLS, FOOTINGS ° FIBERGLASS DRYWELL GIRDERS, COLUMNS SLAB J . .'•:;'.'�W/STEEL REINFORCING; _ TO REMAIN o PROVIDE 4" P.C. SLAB xx Q I- _ -� ABOVE WITH DRAIN N U PROVIDE A CESIS c9 INTO CRAW p z 0 zv EXISTING STAIR w/FLOOR j1,-;.- ---- i ,;� c • NEW POURED CONCRETE HATCH; LEAVE STAIR BUT EZ wr�� ^'i w Cr) o y CEL `R ENTRY Ur R-19 INSULATION ABANDON ACCESS TYPICAL ALL AREAS �� (' ;tA,-".0 EXISTING CRAWL NU BER OF /1.,1-"1--ter", SPACE TO REMAIN �, `/ BE ERIFIED IN FIELD TREDS O r", I BAS D ON EXIST. GRADE OUTLINE OF EXISTING EXISTING GIRDER WITH N EXISTING MASONRY \ SUNKEN LIVING ROOM; PIER FOOTINGS TO REMAIN / EXISTING 2"X 8" BUILD UP FOR FLUSH STRUCTURE TO REMAIN CHIMNEY FOOTING LEVEL THRU-OUT TO REMAIN z Q w CIZ 0'3O NEW 2"X 8" F.J. OVER x EXISTING SUBFLOOR E0 v N t X d0 H — N z U = w R-30 INSULATION N z g TYPICAL ALL AREAS w PROVIDE ACCESS BETWEEN ALL CRAWL AREAS \ \ , 11'-1" /- Q c w O PROV. EPDXIED #4 STEEL ILJ O O _ REBAR VERT. @ 12"O.C. O . � co v ` • INTO EXISTING FOUNDATION N - WALL$ NEW WALL ABUTTING x (TYPICAL BOTH SIDES) '''N Fz-- D N w c z w POURED CONCRETE ENTRY STOOP; BLUESTONE SLAB TOP S MASONRY VENEER -/ 12'-5" 6-1 1/2' ,( 15-3 1/2" / FOUNDATION WALL LEGEND: EXISTING FOUNDATION WALL TO REMAIN ------ WALL TO BE REMOVED v ------ 8" POURED CONCRETE FOUNDATION WALL EXISTING GARAGE — WITH I'-4"X 8" FOOTING SLAB $ FOUNDATION TO REMAIN FOUNDATION PLAN SCALE: 4" = I '-0" R 4440oria ® -I c e 0 ` z ops 4 73 2 -triNG ® D N 0 1C-)1 18'_0" / „ 2 z p o f f?x� y cn 2 FSI t 6 X71 .-j y � � Pi o111 ti%s‘ r ;:,, r <t }t v # ... . , t+?~fi m Z 1-4 C :, ,,+:,. :1, s'.• r S R. :d C�i .r CCS o 4 -1:1 ,:ii DK WI LLS FAMILY TRUST DRAWING : FLOOR PLANS g--) DESIGN CONSULTING, INC. RENO Bayshore Road SCALE : AS NOTED VAT I O N TO HOUSE Greenport, New York DATE 6.30.20 14 Southold, New York • 63 I-765-8667 1000-53-4-8 BY N. DWYER I