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HomeMy WebLinkAbout41325-Z gdfMar CpGy Town of Southold 10/2/2017 0 P.O.Box 1179 53095 Main Rd oy�01 �0� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39258 Date: 10/2/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 175 Clearwater Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 118.-5-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/20/2017 pursuant to which Building Permit No. 41325 dated 1/27/2017 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: REAR PORCH ALTERED TO LIVING SPACE AND COVERED PORCH REPAIRED ON AN ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Hickey,Dennis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41325 09-19-2017 PLUMBERS CERTIFICATION DATED razed Signature , SUFfO(,rco TOWN OF SOUTHOLD Baa �y BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE 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#: 41325 Date: 1/27/2017 Permission is hereby granted to: Hickey, Dennis 1 Buckingham Ct St James, NY 11780 To: construct alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter and Trustees. At premises located at: 175 Clearwater Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 118.-5-2.2 Pursuant to application dated 1/20/2017 and approved by the Building Inspector. To expire on 7/29/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $242.00 CO -ALTERATION TO DWELLING $50.00 Total: $292.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. I/w/a New Construction: Old or Pre-existing Building: (check one) Location of Property: 175 i�i�lCnir r �( C��tL�L�my House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block oej Lot , Subdivision QSKILlL� j,bl Filed Map. Lot: Permit No. ��6 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50 plicant Signature soUry®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roper.riche rt(a-D-town.soLitho Id.ny.us Southold,NY 11971-0959 Q lyC®LINTY�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hickey Address: 175 Clearwater Lane city;Cutchogue st: NewrYork zip: 11935 Building Permit* 41325 Section: 118 Block: 5 Lot: 2.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment- " ALTERATIONS" Notes: Inspector Signature: Date: September 19, 2017 0-Cert Electrical Compliance Form.xls SOF SO(/Ty o� Ol � o TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLRG. [FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: FdO6 q ovd1 1 o W 4-- MANIA DATE t INSPECTOR yE SO I� �o Ulyolo N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [rUNDATION 2ND [ INSULATION AMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [1 FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINM ) r REMARKS: Ysy�M �Udo-in -41 �. DATE 61 INSPECTOR / OF SO(/Tyolo coum,0cc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �l r r INSPECTO 3 SOF so �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t 1� c c- n Is vh4i 4 fw fa�-t [s. W. DATE xil i Az 1 7 INSPECTOR ' • r • • r Irl MOMMI IMULATION I PEA N. STATE ENE-ROY C'0XM k 01A, WWA r 1 u 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.NorthForkxet PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined '204U Single&Separate Storm-Water Assessment Form Contact: Approved 9:1 ,MLT Mail to: Disapproved a/c 1644UALA Phone:7�j Expiration 20 D '1 Bulenector u APPI, TION FOR BUILDING PERMIT JAN 202017 Date ` , 20 BUILDING DEPr. INSTRUCTIONS a. This appliTAWkR%V&Wely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months:Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ,&WL". (Signaturd of applicant or name,if a corporation) 7— sl]5 M'IcLiti Pop, , cls e_" (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder a ' ArC,iutect Name of owner of premises I L1,66 j " lK 1°1r (As on the tax roll or late t 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. D ,�: =r�,•. 1. Location of land on whichpp�roup•,o/se �wror ' `ill House Number Streets?t►:�:.; iamlet County Tax Map No. 1000 Section "'"Black " d,�' Lot Subdivision h ai:S�41 l Poi' A 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 S 1'� e —Gl yVLQ S -. gift�, b. Intended use and occupancy &L a6 3. Nature of work(check which applicable):New Building Addition Alteration V Repair Removal Demolition Other Work (Description) 4. Estimated Cost c�' 15-4 bDa D Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ©I'LL Number of dwelling units on each floor If garage, number of cars e�� `yw 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 59 Re: Depth 1 Height LZI Number of Stories ��� Dimensions of same structure with alterations or additions: Front,.,- i ��vl i;� . Rear Depth s�� t�e Height sc,,l Number of-Stories set_y l.,ri 8. Dimensions of entire new construction: Front N Rear yah--J Depth Height Number of Stories 9. Size of lot: Front l l4 k Rear 1.3 I 1 Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R —40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V1 13. Will lot be re-graded? YES NO_ZWill excess fill be removed from premises? YES NO 14. Names of Owner of premises 'T Address �' �(�N'I ES Phone No. 6g- 6+7— 4_0 6S,- Name S,Name of Architect ,kWA, 'WA4 4,' Address C -bf kQLUZ Phone No 73A (uc(-oT Name of Contractor (,l l py- S Address o$•fit o U Phone No. 2.q'3 Jf O O 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 �1// NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 1 CK&S C, �G:"LCL_e,[,S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 7'1 0 Le-c1 (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 app to the 1Ps oft,; v,,,,.A@4ge and belief; and that the work will be performed in the manner set forth in tin applicati EMhUMSSICK Sworn to before me this NOTARY KSUC-STATE OF NEW YORK /9 day of J�Jti�(,9� J 2011 '��� - abali ied in Suitolk County mission Expires May.232020 [We,0_ Notary Public -S r n tore of Applicant John M.Bredemeyer III,President ��®� S® �® Town Hall Annex Michael J.Domino,Vice-President ® �® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith ,r:' _; -. `z ' Southold,New York 11971 A.Nicholas Krupski �� -• '= '` ® Telephone(631) 765-1892 Charles J.Sanders ® a Fax(631) 765-6641 COU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8926A Date of Receipt of Application: November 14, 2016 Applicant: Dennis Hickey SCTM#: 1000-118-5-2.2 Project Location: 175 Clearwater Lane, Cutchogue Date of Resolution/Issuance: December 14, 2016 Date of Expiration: December 14, 2018 Reviewed by: A. Nicholas Krupski, Trustee Project Description: For the existing 9'8"x11' (106sq.ft.) enclosed porch to be renovated and to become interior space of dwelling. 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 Samuels & Steelman, Architects, dated November 9, 2016, and stamped approved on December 14, 2016. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a - Wetland Permit will be required. This is not a determination from any other agency. Y-A— 'p-N John M. Bredemeyer, III President Board of Trustees `fir �s Michael J. Domino,PresidentOF So 01 Town Hall Annex John M. Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith G ® Telephone(631) 765-1892 A.Nicholas Krupski �O � �y00 Nil, D (( U \/ f2 D BOARD OF TOWN TRUSTEES AUG 1 8 2017 TOWN OF SOUTHOLD 11 BUM-DING gT CERTIFICATE OF COMPLIANCE TOWN OF SOLOED # 13 81 C Date: August 16, 2017 THIS CERTIFIES that the existing 9'8"x11' (106sq.ft.) enclosed porch to be renovated and to become interior space of dwelling; At 175 Clearwater Lane, Cutcho"e Suffolk County Tax Map#1000-118-5-2.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 14, 2016 pursuant to which Trustees Administrative Permit#8926A Dated December 14, 2016,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 existing 9'8"x11' (106sq.ft.) enclosed porch to be renovated and to become interior space of dwelling. The certificate is issimed-to Dennis Hickey owner of the afgre aid rope Authorized Signature New York State Deparrm,aent of Environmental Consve-,.CationA& Division of Environmental Permits, Region 1 A& SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 - Phone: (631)444-0365 v Fax: (631)444-0360 !!Website:www.dec.state.ny.us Joe Martens Commissioner LETTER OF NO-JURISDICTION August 6, 2014 Mr. Dennis Hickey 1 Buckingham Court Saint James, N.Y. 11780 J Re: Application #1-4738-00311/00003 Facility: 175 Clearwater Drive, Cutchogue, N.Y. SCTM# 1000-118-5-2.2, formerly 1000-118-5-2 Dear Mr. Hickey: Based on the information you have submitted and the NYSDEC history of the parcel, the Department of Environmental Conservation has determined that the property landward of the 15 foot elevation contour as shown on the survey prepared by Nathan T. Corwin III dated 10/10/2007 is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sin erely, S n ) Ackerman eputy Permit Administrator cc: Thomas C. Samuels of Samuels & Steelman Architects, Habitat-TW, File Scott A. Russell ,�a°su�'� STORMWAUF]E]R.. SUPERVISOR ' MANAGEMENT T SOUTHOLD TOWN HALL-P.O.Box 1179 v' rQ 53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JAN 2 4 2017 (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT HWOLVE ANY OF TETE FOLLOWING: (CHECK ALL THAT APPLY) ; Yes No ❑ 6"A. Clearing, grubbing, grading or stripping,of land which affects more than 5,000 square feet of ground surface. ❑10/13. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 1:1[12/C, Site preparation 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. ❑[/E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. j ❑[/F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Namb, 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 Own Design Pr�e"� gent.Contractor,Other) S.C.T.M. #: 1000 Date !I �D(i�tr�ct NAME. 1�� �Vt/V1� -.L m M, Section Block Lot ,"``" FOR BUILDING DEPARTMENT USE ONLY /] `i Contact Information: j � TrlryMm,l'wnbmi j Reviewed By: -4 - - - - - - - - - - - - - - - - I / a Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. li, Stormwater Management Control Plan Not Required. i l Stormwater Management Control Plan is Required. (Forward to Engineering Department for Revie"".) i FORM # SMCP-TOS-MAY 2014. 411 W �ES (P Z`Uct APPLICANT• S.C.T.M.#: 100236 0 (Property Owner,Design Professional,Agent,Contractor,Other) =�+= --aa„n OS� �Y C11 ,� T r A ER � a 00 Stormwater Management Control Plan CHECK LIST NAME ��rt1, �.YVlt�l.Qi�S Section Block Lot v- S M C P -Plan Requirements: Provide ONE copy of the Budding Permit Application. Date:,k/ * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! „ TdepMre Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel YES NO NA Yer.If you need additional room for explanations, Please Provide additional Pa show all of the following items: P P a. Location& Description of Property Boundaries 00FROSION & SEDIMENT CONTROLS b. Total Site Acreage. c. Existing-Natural &Man Made Features within 500 L.F. ntrancel of the Site Boundary as required by§236-17(C)(2). Wire Backed Silt FenEing, stabil Lj d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing & Area of Proposed Land Disturbance. 00 17 f. Existing& Proposed Contours of the Site (Minimum z Intervals) 00 g. Location of all existing & proposed structures, roads, Contact TOS Engineering at 765-1560 before driveways,sidewalks, drainage improvements&utilities. 0� Backfill, OR Provide Engineer's Certification HO] h. Spot Grades& Finish Floor Elevations for all existing & that the drainage has been installed to Code. TOWN ry proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed.Construction Entrance/Staging Area(s). 00 1. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. �0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch CIU' ffbd� akid rainfall/storm event. � , 3. Details&Sectional Drawings for stotmwater practices are required for approval. items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 00 b. Construction Entrance&Site Access. 0 ( (( a W (reli o c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 t UG M/1 d. Leaching Structures (e. .infiltration basins,swales,etc.) it tt tc ii FOR ENGINEERING ART S ONLY**** Additional Information is Required. Reviewed & I _ _ Stormwater Management Control Plan Is Not Complete. i! Approved By: — ia I I Stormwater Management Control Plan is Complete. ill Date: 'z ® SMCP has been approved by the Engineering Department.11 77- FORM SWCP Chec List-TOS MAY 2014 EL S A M U E L S & S T E E L M A N January 20, 2017 Southold Building Department Town Hall Annex Main Road Southold, NY 11971 Re: NEW EXTERIOR FINISHES AT THE HICKEY RESIDENCE 175 Clearwater Lane Cutchogue, NY 11935 SCTNI# 1000-118-05-2.2 Attached, please find the following: 1. Building Permit Application 2. (4) sets stamped CONSTRUCTION DRAWINGS 3. DEC NJR 4. Southold Trustees permit 5. ResCheck 6. C.O. application The project includes the enclosure of an existing screened/glass Porch in its existing footprint, converting it to fully conditioned space; changing the columns on an existing entry Porch; the replacement of several existing windows with new, double glazed, impact resistant windows; and the replacement of existing vinyl/aluminum trim and siding with new PVC trim and cedar shingle siding. There is no change to the existing number of bedrooms, which is four. There is existing storm water retention via downspouts and drywells, which will not change, nor need to be expanded. Please review all materials, call with any questions, and issue a BUILDING PERMIT at your earliest convenience. Sincerely, TWUJA - Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 LL / 2 o E- � W Q Q TEST HOLE W W TEST HOLE DATA 6/5/14 ELEV.+ 10.1' 1 FT. DARK BROWN SANDY LOAM OL 5 FT. BROWN SILTY SAND SM W L0 8.9 FT. PALE BROWN FINE SAND SP Z I� WATER IN PALE 15 FT. BROWN FINE SAND SP 8.9 FT BELOW SURFACE-WATER ENCOUNTERED, ELEV+1.2- SITE 1.2'SITE DATA SCTM # 1000-118-05-2.2 PROPERTY: 175 CLEARWATER DRIVE 06 Z ADDRESS CUTCHOGUE, NY 11935Cq Q OWNER: DENNIS HICKEY 1 BUCKINGHAM COURT ST. JAMES, NY 117800 < 101 SITE: 52,664 SF = 1.209 AC w W�- Q W " Z Ya. ZONING: R-40 w' M = o Q N a t° SURVEYOR: NATHAN CORWIN, LS w• N PO BOX 16 JAMESPORT, NY 11947 Q �' LICENSE # 49273 N . DATED 10/10/07 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: —5— — F.FL. — FIRST FLOOR - G.FL. — GARAGE FLOOR O� NES/� T.B. — TOP OF BULKHEAD �rG O,Q B.B. — BOTTOM OF BULKHEAD APPROVAL OF STORMWATER MANAGEMENT T.W. — TOP OF WALL 13.W. - BOTTOM of WALL CONTR LPLAN -To Code h r E Date: ,o Approved by: LOCATION MAP PROJECT NO: %. j Mud� ro�dwaters Creek /,' � ove/ / 1402 DRAWN BY: 4. UT °tea CHECKED BY: TS DATE: 1/20/17 Peconic Bay j j R SCALE: // o� SHEET TITLE: // oac', SITE� PLAN SHEET NO: (EROSION&SEDIMENT CONTROLS DRAINAGE INSPECTIONS ARE REQUIRED Shall include but not be limited to: Contact TOS Engineering at 765-1560 before A well maintained Construction Entrance, Backfill, OR Provide Engineer's Certification Wire Backed Silt Fencing, stabilization & that the drainage has been installed to Code. Seeding of exposed and/or inactive soils. 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EXISTING R001= DECK TO REMAIN '; EXTEND EXISTI DW NG STONE TREADS ,t RISE 11 RS / DW ': ;'TO'PROVIDE'EGRESS'FROM NEW GLA55 F. / ,':'. .''::' :-- DOORS AT NEW �4DDITION p �1 ,• • 5 ::�::...::::.:`':.'::::: :::::::::.:':::::'::': _ ._TEMPORARY EROS - ��,� /,''' `:': `: . ::::i;'',:':'> ::;,:•:;::,. ION CONTROL MEASURES f ' PROPOSED HAY BA I; ^. I: >>;. LES SILT F .,.'': .:::•::•..::.::::'':,.-,.,...•..... - ENGE �� DU RI NG G O :::•.::::: :::•: NSTRUGTION SEE DETAIL 2-5 :: ':: IF,\ ::5:T ; ,s �\ ;, % x I� �� ;\: j t \ \ :<:. \ A : \ \ � /r;, �,� \ \� _\ ��� \ \ EXIST �t`,c 8 s\/ \ � , \\ \ \� PATIO s ::;:`:::i:::?:"` 4 \ \ \\ \ \ \ `:` SAG\ \ \ \ \\ \ \ PATIO,;µ i.. ,.>• 4 O10 \ �°�'' \ �E9GE E�'hANDS ED "B� • � `\. ;":, '._ ,g V. CON L ES @N�SEPI'EhVIB E S, OH ?� �� ��, i ',;; '`� r. �` P :" : I r ,, \ v ' " .r;'"\ :" ass W,q rFR MgRk 0 qpp Ft ac \ ,r ° . ;,\} �8 ° ,",•"•X, O ,; O�-I� \�. ,9'^',�'.`�i✓re :r-Si'iaY"'^-£,>-'•."«vi W'r C+i.te'1..', , " "s"-11 a.t; S 87'58'09" -'? t..; ,4 a,:t . :` •i ':.,-,k,`y 4,. - 22.90' ,� ��sr ,;+ -::s ; R .S=.;47'24'1:0";',E' e� '}n'w ;:,e:' .,.d. -,�.,", :::," "`1,5 0.0-'- oyE�-1�/sri I 11 7R�'Q�j�Gl ;4,: ;z s rN.A,` rp.`xa 3 4,, ' N 8,1'30',01" - 0 ti0 x;'1:' : ` .,. �,5`4 `5'S0t" .,,3,,r'se}``, a; f p,:. ,,',:' : 56.55' O� N 7:1'59' `.' ''" '` 7:70: 39 ``''5;13:48, ':Wµ a 3. J _f ;: �, oar _' ":'­, .4_ , j, tf: w :, >. �,. ,,,_ , JONATHAN PERRY - ''' '-'' , z:�; ,,: JENNIFER BURRELL }5}r p _'` % u, Y _ ^x,. ,t,•"t• z2; :"i,';5;.+), J ,-' fY A., .,�,u,•a <<� ts'. ,';. vF".xg;.ti"t �;'� `d1,�: yi.t "1m;_ ,� - ai. 3, .^''% MM, -s"x '.•:` _ >.A,'.+°. ;' iti:: r,,'+ . . " ,f -. ' = f: , REScheck Software Version 4.6.3 Compliance Certificate Project New Exterior Finishes at the Hickey Residence Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 180 deg.from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: gwner/Agent: Designer/Contractor: 175 Clearwater Road Dennis and Kathy Hickey Tom Samuels Cutchogue, NY 11935 1 Buckingham Court Samuels&Steelman Architects St.James, NY 11780 25235 Main Road 646 642 4065 Cutchogue, NY 11935 631 734 6405 tom@samuelsandsteelman.com Compliance: 11.3%Better Than Code Maximum UA: 53 Your UA` 47 Maximum SHGC. 0.40 Your SHGC. 0.28 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, -Coht­ Pdr ter. Ceiling 1: Flat Ceiling or Scissor Truss 106 30.0 4.5 0.030 3 Wall 1:Wood Frame, 16" D.C. 74 22.0 4.5 0.043 2 Orientation: Back Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 32 0.350 11 SHGC: 0.31 Orientation: Back Wall 2: Wood Frame, 16"o.c. 85 22.0 4.5 0.043 1 Orientation: Left side Door 1:Glass 61 0.330 20 SHGC: 0.26 Orientation: Left side Wall 3:Wood Frame, 16"D.C. 74 19.0 4.5 0.046 3 Orientation: Front Wall 4:Wood Frame,16"D.C. 85 19.0 4.5 0.046 4 Orientation: Right side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 106 30.0 4.0 0.029 3 Project Title: New Exterior Finishes at the Hickey Residence Report date: 01/18/17 Data filename: Untitled.rck Page 1 of 2 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 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title � �• Sign ture 'ate Project Title: New Exterior Finishes at the Hickey Residence Report date: 01/18/17 Data filename: Untitled.rck Page 2 of 2 go I LANETER . CLEARWA - D ROAPPROV D AS NOTE D EDGE IR UTILITY POLE T/� DATE: B.P.# 5 CUR`1E /- NN #146-5 MATER V1 _„ REGUTAR. '\ I ETER FEE' BY: ROAD NOTIFY BUILDING DEP' RTMENF I T Cox STONE PIER � I 785-1802 8 AM TO ~M FCR THE STONE PIER STONE PIER [}'� II FOLLOWING ,P:SNcCTk,:�!'JS: � ' / z 1. FOUNDATION - TVvJ Rr GUIt,rD ����j10 FOR POURED CONCR _I E �— / \ 2. ROUGH - FRAMING & PLUMaING 10 X6;1 XN 87•07' " o 3. INSULATION 50 E T I ~ 4. FINAL - CONST RUCTION MUST BE COMPLETE FOR C.O. ��9¢� / IE LINE -�_ —_174.24' ALL CONSTRUCTION SHALL MEET THE ���5 o Q REQUIREMENTS OF THE CODES OF NEW \ / EL +1 HOLE m EL +10.1 ♦A YORK STATE. NOT RESPONSIBLE FOR � --- _ .-� � o DESIGN OR CONSTRUCTION ERRORS. $� i $ V EXISTING I z O g TREE 12 / I COMPLY WITH ALL CODES OF ` H Q NEW YORK STATE & TOWN CODES '1/ `J I EXISTING1 o AS REQUIRED AND CONDITIONS OF DRIVEWAY / Q ",/. , • • ,� 13.0 I / / �� SOUTHOLD i OWN TRUSTEES / 4� / l• p� F- •� Q 7, : .GARAGE::::, :>" >' < ULI OCCUPANCY OR TRtC� • / I-- � I ULL2c / \ o; I USE i:.y U �!' �F P CiTI®r3 REQUIRED ` •.�� O F.1=L :,: / U , S / o WITHOUT `;,E� ►IF'CATE �' ° LU F POOL y TEST HOLE W �� OCCUPANCY JOSEPH FLOTTERON III / / 20x40 v / TEST HOLE DATA 6/5/14 ELEV. + 10.1' 3: & NORA FLOTTERON / C"rTA➢iaAL"vE➢iJSPEC'rICN9 ARE Fk,EQIJIRED Contact TOS ErtPlr�ccrin9 at 765-1560 before �'- / / / 1 FT. DARK BROWN SANDY LOAM OLUj Con / LO . •.�•..` II OR pro�lid�Enr3naor a Certification , .t. 5 FT. BROWN SILTY SAND SM - i3ackfix�ry� Code- that the drairta �hw t;,:at Irt�ta11,3d to / ,j, 8.9 FT. PALE BROWN FINE SAND SP OOL::::::::,., x�Z t WATER IN PALE / i \ •;•:...H IUSE::::::•:•::: / 15 FT. BROWN FINE SAND SP 1�� \ R.FL. ::: ., 8.9 FT BELOW SURFACE-WATER \,yO O ENCOUNTERED, ELEV+1.2' EX15TI'NG PERMANENT STORM WATER RUNOFF CONTROL / x MEASURE APPROXIMATE LOCATION OF EXISTING DRYAELL FOR RAIN WATER RUNOFF FROM RESIDENCE I Ima" MINE rmik LL EXISTIING COVERED PORCH TO REMAIN. REPLACE I SCTM # 1000-118-05-2.2 s I LJs--%TA I „ `� fo PROPERTY: 175 CLEARWAITER DRIVE °5 Z EXISTING COLUMNS w/NEW PER FLOOR PLAN, 16— ' �O ELEVATIONS eDETAILS / \ \ �'� ADDRESS CUTCHOGUE, NY 11935 cn Q. M o 12 Z OWNER: DENNIS HICKEY - 4 10 1 BUCKINGHAM COURT �' o / ST. JAMES, NY 11780 & ° \ \ SITE: 52, v a Z N 615510 W w F _ 3Q rk 17.49' " 664 SF = 1.209 AC = w• U � � N EXISTING o ZONING: R-40 EXISTING PERMANENT STORM WATER RUNOFF CONTROL p`L' a N 0 0 DRIVEWAY ti SURVEYOR: NATHAN CORWIN, LS g w• N MEASURE APPROXIMATE LOCATION OF EXISTING \ PO BOX 16 � M DRYWELL FOR RAIN WATER RUNOFF FROM RESIDENCE �4 JAMESPORT, NY 11947 Q �' EXISTING 5GREENED/GLA55 'PORCH To BE REPLACED LICENSE # 492'73 N N. „•aid�, vi/FULLY ENCLOSED ROOM ON NEW FOUNDATION IN P��d•r, ,, 1 SAME FOOTPRINT. EXISTING ROOF DECK TO REMAIN DA IIS DATED 10/10/07 NEIGHBORING EXTEND EXI I ST NG STONE TREADS RISERS GARAGE NOTES: TO PROVIDE EGRESS FROM NEW 6LA55 a �' HI'�'Il'';ph, 'z .>�<!� :!�:�!:!! ::. .� , TO N.G.V.D. 1929 DATUM DOORS AT NEW ADDITION o 1. ELEVATIONS ARE REFERENCED h : ;:. r !> ►><> ! !' ' . ARE SHOWN THUS:-50 .� N/0/F EXISTING ELEVATIONS A ti JOHN SPICE.R CONTOUR LINES ARE SHOWN THUS: 5 TEMPORARY EROSION CONTROL ! . ...•.. EXISTING MEASURES 1 s & KAT LEEN SPICER i H F.FL. — FIRST FLOOR PROPOSED HAY BALES 4 SALT FENCE DURING CONSTRUCTION SEE DETAIL 2-5 G.FL. GARAGE FLOOR ATE FOAM �. >:;;::.:<.;. i T.B. — TOP OF BULKHEAD B.B. — BOTTOM OF BULKHEAD ��OF N�W T.W. - TOP OF WALL co, p s _ 5 C. HOU J : :: B.W. BOTTOM OF WALL 5 S P x gyp. 0 (� `S �o \ \ \ +\ EXIST �t`,o PATIO s . LOCATION IIIIAP LINE OF TRUSTEES JURISDICTION AT 100 FOOT 5� \ \ \ \ \ \ \ Mud Creek ro�oveters ', !. ; 1402 s \ \ \ \ \\ \ \� SETBACK FROM WETLANDS 3 4 \ \ \ \\ dr i/i j% DRAWN BY: EXI CK E T / EXI5TING RESIDENCE TO REMAIN. REMOVE EXISTING m ";i';:. %�;%;/%,' UT \\ \ \ PATIO \ p VINYL SIDING COMPLETE. PROVIDE NEW WINDOWS AS CHECKED BY: SHOWN, AND NEW STANDING TRIM INCLUDING FASCIA, -9GE'OF WO-LANDS ED SOFFITS WINDOW/DOOR CASINGS AND OTHER TRIM. e ti �� %-'ii' ,/ /, TS C /, \ J.M.O�E(VVI�2ONM RTO UI,� G � \ \ g PROVIDE NEW CEDAR SHINGLE SIDING, COMPLETE \SERVI\CES @Pt SEPT 615, 06v� /y�\\ \ °� /; - 1/20/17 Fi,e 46 Little DATE: N / ,' SCALE: C/ EXISTING PERMANENT STORM WATER RUNOFF CONTROL R / /'' ;' PIE. t3 \ Peconic Bay %- a d / ',/%. WATER AI Nc\� F \\ Q \/�� �� MEASURE APPROXIMATE LOCATION OF EXISTING ton a / owl DRYWELL FOR RAIN WATER RUNOFF FROM RESIDENCE "„ %;;;i/,'/ / / OMT i1 �ti °M �o AR/ x SHEET TITLE: 07 F s .10 �e d \ \S SITE ? PLAN S 87'58'09 W S 47'2410 E Z5 F� 15.00' LA H 22.90 ( �qT/N T/4r MA tib' S 42'35'50„ W S I T SCALE: 1 " = 20._0.. ' N 81030'01" W �0'/r N 71'59'39" W 7.70 -'.-j ii 56.55' SHEET NO: 51.49' L-. G O ON N/O/F JONATHAN PERRY, JENNIFER BURRELL PRICING PERMIT REVISIONS I w EXISTING STONE WALKWAY TO REMAIN z I � EXISTING STONE STAIRS TO REMAIN W NEW STAINLESS STEEL RAILING w/WOOD GAP, BOTH SIDES. SEE DETAIL 6AR4 S I EXISTING FIBERGLASS COLUMN • (�(1( � O TO BE REMOVED n\\�JJ1�''� f nV � bQ e "� I c� Lu 10" WIDE CASED BEAM ABOVE ���1- 0 X TAPERED COLUMN w/WD. FRAMING 4 D smomV PVC CASING UI' ., :21-4" I I -I 2-4 :21-411 MOLDING AT BASE OF COLUMN 12" Q 2" THK. STONE GAP O tr ---- 1 --- ------------- --- -- ------ ------ IY I t_�I � O 1 I cc:3 iW I I 5T0 E P j LAUNDRY/ - __H E: w 0 R T RE AIN EDGE OF PAVING I I E GEPT WHERE G VERED MUD RM. I_ B NEW rIERS EDGE OF STONE FACING 55LOW i I i W I I I I V I Lu I � 1:1 F1ti I GUEST ROOM ' R,/F -------- z- ----- Z• DW cn a• M � V M I J �. o g I FO ❑ I 1W J• U w ❑� KITCHEN o Dua• � � W � ❑o a C4 4 W• N r ti EST HALL 00 G ROOM cn cn I I ---- ---- ---- ---- -- I ---------- --------- I ❑ I US C F MS pV 10 co, C. S'q �r 1 GUEST I. ROOM _ S; 018350- r j PROJECT NO: LIMING i1402 EXISTING SCREEN PORCH TO BE ❑ 1:1ROOM ? DRAWN BY: RECONSTRUCTED IN THE SAME TS FOOTPRINT AS INTERIOR SPACE. D I N I NG CHECKED BY: REMOVE EXISTING COLUMNS 4 DECK I� I ROOM FRAMING. SHORE EXISTING SECOND I I WOOD FLOOR TO MATCH FLOOR DECK I i LIVING ROOM ON 5/4" PLYWD. DATE: 5UBFLR. ON 2XIO@ I6" FLOOR 1/29/17 I I .JOISTS vi/R-50 INSULATION PROVIDE NEW GONG. FOUNDATION ;I' E :1 P415" 1/4/e" REINF. WALL5 ON 5"xIb" POURED - ; I SCALE: _ 1 - 0 FOOTING w/(REINF. 2 #S EBAR. r�-� S I TTI NO —) RROOM REMOVE EXISTING SLIDING DOOR. SHEET TITLE. PROVIDE 30" VENTED GRAWLSPAGE �- ' w/2" GONG. SLAB 1 IN I PROVIDE NEW (2)24"x80" FRENCH INTERIIOR DOOR5. INFILL OPENING s N d i rv/FINIiSHES TO MATCH EXISTING. FIRST NEW WALLS w/SHINGLE SIDING, /e�� PLYWD., 2x616" FRAMING, R-la I � IN "_�_ ---� B. r--- - �__ FLOOR INSULATION 4 GYP. BD. INTERIOR FINISH - -7- ____f7t- -----fwGl3jetts;� ADD TO EXISTING STONE TREADS 4 DN\\ ; PLA N R15ER5 FOR EGRESS FROM ADDITION I SHEET NO: \L FIRST FLOOR SCALE. 1/4" l' -O" ��� �- PRICING & PERMITS PROVIDE STONE FACING ON EXISTING BRICK CHIMNEY, w/STONE TABLE. REVIEW FLASHING CONDITIONS AT ROOF " AND IMPROVE AS REQ'D TO ENSURE WATERTIGHT SEAL _ — REMOVE EXISTING ROOFING 5HINGLIES. EVALUATE EXISTING DECKING AND REPAIR AS REQU I RED. PROVIDE 30# BLDG. PAPER AND NEW ASPHALT ROOFING SHINGLES TO MATCH ACCESSORY BUILDINGS REMOVE EXISTING WINDOWS. PROVIDE NEW FRAMING A5 REQ'D. AND WINDOWS. VERIFY SLOPE OF ROOF TO MATCH A& >_ TRIANGULAR WINDOW. PROVIDE GABLE END RETURN AT MATCHING PITCH n REMOVE WINDOWS, INCLUDING ROUND TOP W UNITS. PROVIDE NEW WINDOWS AS 5�HOWN. INSPECT AND EVALUATE CONDITION OF WRAP GROWN MOULDING INTO GABLED ROOFING AND FLASHING AT WINDOW WELL DORMERS. PROVIDE ORNAMENTAL 5HINGLE5 AND ADJACENT ROOF PORCH - _ � � O F -IF E / T' U 24" DIAMETER PVC GABLE VENT _ _ lkSECOND FLR CLG uj - ------------------------- X FOR ALL WINDOA5/DOORS, PROVIDE NEW EXTERIOR Q CASING. VERIFY NEW HEADER 51ZF-5 WARCHITECT. ® Q AT REPLACED Y^41NDOW5, PROVIDE INTERIOR CASING TW210410 DHP5E410 TW210410 REMOVE EXI5TING VINYL SIDING, COMPLETE. EVALUATE EXISTING SHEATHIN * TW21052* N G, AND 6 TRIM TO MATCH EXISTING ROOM FINISHES _ UPGRADE A5 REQ'D. PROVIDE 30# BLDG. ILL O WINDOW TO REMAIN W PAPER AND NECEDAR SHINGLE SIVING TO MATCH ACCESSORY BUILDINGS • CONSIDER REPLACEMENT IN KIND w O REPLACE ALL LEADERS 4 GUTTERS Y4/NEA _______________ SECOND FLOOR W ----------------------------------------------------------------------------------------------------- ------- - ALF-ROUND ALUMINUM TO MATCH ACCESSORY BLDGS. - _ PROVIDE Ix6 FRIEZE BOARD ALIGNED CONNECT TO EXISTING SUBSURFACE DRYWELLS w/FASGIA. PROVIDE FLASHING OVER, >; AND FLARE 5HINGLE5 OVER TOP Lu REMOVE EXISTING VINYL WINDOW CASINGS. Q/ �ww��lll PROVIDE /4x4 PVC, CA51NG5 w/FLA5HIN6 R111E JOE _ AS REQ'D, AND 2" THK. PVG SILL (TYPICAL) 1 1 1 Q 1.1.E W Al N�7/ , N\ PROVIDE SHINGLE FLARE AT BASE, J EXISTING OVERHEAD DOOR TO REMAIN —7/ , NN��7A 1E 111E r TO MATCH ACCESSORY BUILDINGS U , N V/ V/ V/ V/ LLJ _ FIRST FLOOR -- - ---------------- ----- -------- ------------------------------------ -------------------------- Ho 6 REMOVE EXISTING PORCH COLUMNS AND PORTION STONE PAVING. PROVIDE MASONRY PIERS w/STONE EAST ELEVATION PROVIDE WOOD HANDRAIL ON MTL. SUPPORTS FACING TO MATCH EXISTING CLADDING, w/2" THK. ANCHORED SECURELY TO COLUMN AND STONE BLUESTONE COPING. PROVIDE TREATED WOOD SCALE: 1/4" = l' -O" PAVING, BOTH SIDES OF EXISTING STAIRS BUILT-UP COLUMNS Y4/P/C, CLADDING AS SHOWN, w/15A5E I$ CAPITAL TRIM. SEE DETAIL DRAWING atf Z ti cl) Q• M v REPLACE EXISTING 5KYLI6HT5 24" DIAMETER PVC, GABLE PENT � o } \\\ W _ z Z LL W• v La PROVIDE GROWN MOLDING TO MATCH aLa oACCESSORY BUILDIN65 AT lx(o RAKE NOTE : 4 AT x8 FRIEZE UNDER SOFFIT (TYPICAL) W• � I`TN � M QF..• u `° WINDOWS AND DOORS TO REMAIN, w/NEW EXTERIOR N N CASING, UNLESS SHOWN w/NEW UNIT DESIGNATION. VERIFY NEW HEADER SIZES k4/ARCHITECT. AT % REPLACED WINDOW5, PROVIDE INTERIOR CASING 4 TRIM TO MATCH EXISTING ROOM FINISHES REMOVE EXISTING ROOFING SHINGLES. \ EVALUATE EXISTING DECKING AND REPAIR AS REQUIRED. PROVIDE 30# BLDG. PAPER AND NEW ASPHALT ROOFING 5HINGLE5 TO ---------------------------------- - -------------- ----------- ATTIC FLOOR MATCH ACCESSORY BUILDINGS PROVIDE GABLE END RETURN AT -- ------------------------ ��OF NE1NY MATCHING PITCH ------ ------------- -------------------- - --------- ------ - ---------------------- _._- _ PROVIDE Ix6 PVC FASCIA w/LEADER $ �P O GUTTERS TO MATCH ACCESSORY 5 `PS O S,q�G BUILDINGS AT ALL FASCIAS (TYPICAL) Fm �� TW2642 TW2642 R �u�- � -g EXISTING RAILING TO REMAIN. EVALUATE 0y 350-1 ci DECKING CONDITION AND UPDATE AS REQ'D , r AT EDGES, WHERE NEW FRIEZE BOARD WRAP5 EXTERIOR PROJECT NO: 1402 6 gm DRAWN BY: ___________ SECOND FLOOR ------------ ---------------------------------------------- ---------- ----- ------ - ------ TS NEW Ixb ON Ix8 PVC FRIEZE AT ROOF CHECKED BY: DECK. PROVIDE EDGE FLASHING DATE: ® REMOVE EXISTING VINYL SIDING, COMPLETE. ® 1/20/17 REMOVE EXISTING COLUMN AND 50REF-N SCALE: EVALUATE EXISTING SHEATHING, AND 1/4" = 1 1 - 0" PANELS. PROVIDE NEW FOUNDATION, UPGRADE AS EN CE. PROVIDE 30# BLDG. TW30410* TW3052* TW3052* FLOOR FRAMING AS REQ'D. AND WALLS PAPER AND NEW CEDAR SHINGLE SIDING TO '4`-2" w/WINDOWS AND FINISHES IN FOOTPRINT SHEET TITLE: MATCH ACCESSORY BUILDINGS --------------------------- -------------- FIRST FLOOR - - - - - PROVIDE 5HIN6LE FLARE AT BASE, ELEVATIONS TO MATCH ACCESSORY BUILDINGS ^ WALL WINDOW FROM MASTER PROVIDE WOOD HANDRAIL ON MTL. SUPPORTS REMOVE EXISTING END� W WINDOW5 AT SHEET NO: ANCHORED SECURELY TO COLUMN AND STONE BEDROOM. PROVIDE TWO NE (��` c� PAVING, BOTH SIDES OF EXISTING STAIRS PROVIDE LEADER FOR ROOF DECK SEPARATION SHOWN. NOTE HEAD HEIGHT NORTH ELEVAT10ilo vy DRAINAGE, AT EXISTING SCUPPERS SCALE: 1/4" = V -0" Kv PRICING PERMITS PROVIDE GROWN MOULDING CORNICE AT WINDOW CASING HEAD, THIS WINDOW ONLY Z Ar PROVIDE DIAMOND POINT X ORNAMENTAL SHINGLES AT GABLE REMOVE WINDOWS, INCLUDING ROUND TOP ENDS AS SHOWN �' W UNITS. PROVIDE NEW WINDOWS AS 5HOWN. / WRAP GROWN MOULDING INTO GABLED ♦11 DORMERS. PROVIDE ORNAMENTAL SHINGLES CXW'145 REMOVE LARGE GROWN MOULDING. V PROVIDE NEW GROWN MOULDING TO O MATCH ACCESSORY BUILDINGS \ � U ATTIC FLOOR \\ - ----- H t ll Hill PROVIDE GABLE END RETURN AT X REMOVE EXISTING VINYL WINDOW CASINGS. _ _ _ _ MATCHING PITCH ♦A PROVIDE r/4x4" PVC CASINGS w/FLA5HING �/♦ A5 REG-D, AND 2" THK. PVC SILL (TYPICAL) Fm n REMOVE EXISTING WINDOWS AND REMOVE VINYL CASING. PROVIDE NEW T PE ED 7997 PORTION WALL AS REQ'D. PROVIDE PVC, CASING OF SIMILAR DIMENSION _ DHP456 TW21052* TW21052* - TW3456* TW3456* NEW HEADER AND NEW WINDOWS A5 i CUSTOM TEMERED CUSTOMSHOWN. NOTE INCREASED HEAD HEIGHT O EXISTING RAILING TO REMAIN. EVALUATE GRILLE GRILLE PATTERN PATTERN DECKING CONDITION AND UPDATE AS REQ'D �\ Nft AT EDGE5, WHERE NEW FRIEZE BOARD O It WRAPS EXTERIOR ■— SECOND FLOOR -------------------------- --------- -------------------------------- --- ------------------------------------------------------------------- \ NEW Ixb ON Ix8 PVC FRIEZE AT ROOF DECK. PROVIDE EDGE FLA5HING ---- REMOVE EXISTING VINYL SIDING, COMPLETE. _ EVALUATE EXISTING SHEATHING, AND UPGRADE AS REQ'D. PROVIDE 30# BLDG. _ PAPER AND NEW CEDAR SHINGLE SIDING TO NEW HT FI SON OGKS Q MATCH ACCESSORY BUILDINGSUJI REMOVE EXISTING COLUMN AND SCREEN TW30410* TW30410* FW(6 611 FWG33611 V PANELS. PROVIDE NEW FOUNDATION, FLOOR FRAMING AS REQ'D. AND WALL5 Y4/WINDOWS AND FINISHES IN FOOTPRINT m L Lu Lo FIRST FLOOR ------------------------- ----------------------------------------------- --- r CONTINUE EXISTING STONE STEPS TO INCLUDE NEW DOOR FROM SUN ROOM TO STONE TERRACE WES T ELEV J16%T101m NOT�5: FOR ALL WINDOW5/DO�)R5, PROVIDE NEW EXTERIOR SCALE: 1/4" = 1' -O" CASING. VERIFY NEW HEADER SIZES v4/ARCHITECT. - AT REPLACED WINDOY66, PROVIDE INTERIOR CASING 4 TRIM TO MATCH EXISTING ROOM FINISHES PROVIDE STONE PAGING ON EXISTING R WINDOW TO REMAIN Z• BRICK CHIMNEY, Y4/STONE TABLE. CONSIDER REPLACEMENT IN KIND o (REVIEW FLASHING CONDITIONS AT ROOF N Q AND IMPROVE AS REQ'D TO ENSURE YNATERTIGHT SEAL REPLACE ALL LEADERS 4 GUTTERS Y4/NEW J o / . \ HALF-ROUND ALUMINUM TO MATCH ACOF-55ORY BLDG5. F o o CONNECT TO EXISTING SUBSURFACE DRYWELLS W -�• w z 3 w PROVIDE GROWN MOLDING TO MATCH _ = a z ACCESSORY BUILDINGS AT RAKE a N ole EDGE 4 UNDER SOFFIT (TYPICAL _ W• W) w o ) WJor • N S M PROVIDE Ixb PVC FASCIA / REMOVE EXISTING ROOFING SHINGLES. N N w/LEADER 4 6UTTER5 TO MATCH oc of EVALUATE EXISTING DECKING AND REPAIR ACCESSORY BUILDINGS AT ALL \ AS REQUIRED. PROVIDE 30# BLDG. PAPER FASCIAS (TYPICAL) AND NEW ASPHALT ROOFING 5HIN6LES TO MATCH ACCESSORY BUILDIN65 REPLACE EXISTING SKYLIGHTS \ ,`SCF N,w PROVIDE Ix8 FRIEZE BOARD UNDER SOFFITS, w/GROWN MOULDING (TYPICAL) F T7 r` 2' I O - PROVIDE ROOFED RETURN AT GABLE END, v4/GROWN MOULDING RETURN AS WELL BELOW PROJECT NO: Al 1402 DRAWN BY: SECOND FLOOR ----------------- - -- TS-------------- -------------------------------- ----------------- ---------------------------- ---- CHECKED BY: PROVIDE Ixb FRIEZE BOARD DATE: ALIGNED w/FASGIA. PROVIDE FFH 1/20/17 FLASHING OVER, AND FLARE - SHINGLES OVER TOP SCALE: 1/411 = 1' - 0" PROVIDE SHINGLE FLARE AT BASE, TO MATCH ACCESSORY SHEET TITLE: BUILDINGS FIRST FLOOR ELEVATIONS SHEET NO: SOUTH ELEVATION SCALE: 1/4" V -0" PRICING & PERMITS NEW CASED FASCIA w/HALF-ROUND GUTTER NEW 3-1/2" P\lG GROWN MOLDING uj 100 NEW 10" WIDE PVC CASED BEAM' W M 0 ----- Q O cl) IJ LIU - 2" THK. PVG TOP CAP MOLDING w/I" PVC QUARTER ROUND MOLDING BELOW Q LL. p - W . W Q 3/4" THK. PVC CASING ON TR. WD.. BLOCKING TO ACHIEVE SLOPED PROFILE. Q p PROVIDE (3)2x6 STRUCTURAL POST, ANCHORED SECURELY TOP 4 BOTTOM _I w/GALV. STIRRUP TO STRUCTURE simom (� L z ti r AT GA5ED COLUMN, ANCHOR STEEL ROD SECURELY TO SUBSTRUCTURE. SCRIBE HANDRAIL TO SLOPED SURFACE 2" THK. PVC COLUMN BASE TRIM w/I" PVC QUARTER ROUND MOLDING ABOVE od z co <. '� ~ M .40 W a Y M 2'-O" J •00, D N O > ^' W ` \ W • W Z 3 X m Q Z ILL � W• () 2 Lu 0 L Q m Lu. NSM 2" THK. BLUESTONE COPING STONE cl)- ry - MASONRY PIER w/LEDGESTONE - > FAG I NG TO MATCH EXISTING STONE 2x3" IPE HANDRAIL w/EASED p _ - 2�-g�� _ EDGES ioe EX 1 STING STONE PAVING - �P�� 3/4"x I—12/" BRUSHED STAINLESS - OF NEj,1- 5 �P�C. 5q�Q STEEL, LET INTO AND CONNECTED _ o G FROM BELOW TO HANDRAIL, - n WELDED TO BALU5TER5 = — ,��.. I I 1-1/2" SQUARE 5TA I NLE55 STEEL BALUSTER. PROVIDE TWO/RAILING: i i _ _ _ _ ONE AT BOTTOM STAIR 4 ONE AT TURNING POINT L = EXIST _ PROJECI`NO: ING STONE FAG I NG 1402 DRAWN BY: TS EXISTING BLUESTONE TREADS \ m CHECKED BY: LED6E5TONE RISERS TO REMAIN _I N - - 2'-4" - - DATE: - - - 1/20/17 SCALE: 1 1/2" = V - 0" - - - - ANCHOR POST SECURELY IN SHEET TITLE:I I — _ _ _ — _ MASONRY BELOW EXISTING STONE TREAD I I — COLUMN -; DETAIL Oft' E T I L E L EV;2kT I U40% N "'AiLl E TA I L rx SHEET NO: SCALE:1-1/2"=1•-0" SCALE: 1-1/2" = 1 -0" MOUNTED BOTH SIDES EXISTING STONE STAIRS, RETURNING TO COLUMNS BOTH SIDES. PROVIDE RADIUS AT TURN IN HANDRAIL PRICING & PERMIT