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HomeMy WebLinkAbout38701-Z sf, Town of Southold Annex 9/4/2014 "1, P.O.Box 1179 54375 Main Road �► �i� Southold,New York 11971 L�. CERTIFICATE OF OCCUPANCY No: 37126 Date: 9/4/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5630 Pequash Ave, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 110.-5-35 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/14/2014 pursuant to which Building Permit No. 38701 dated 3/5/2014 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: ADDITIONS AND ALTERATIONS. INCLUDING A COVERED FRONT PORCH AND SCREENED PORCH TO A SINGLE FAMILY RESIDENCE AS APPLIED FOR The certificate is issued to O'Leary,James&O'Leary, Janet (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38701 08-24-2014 PLUMBERS CERTIFICATION DATED 07-25-2014 jieorge J. Berry Jr J, Au ed igna re fry TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ,p 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#: 38701 Date: 3/5/2014 Permission is hereby granted to: O'Leary, James & O'Leary, Janet 111 Weyford Ter Garden City, NY 11530 To: construct additions & alterations to include a kitchen, bathroom (s), screen porch & front porch additions as applied for At premises located at: 5630 Pequash Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-5-35 Pursuant to application dated 2/14/2014 and approved by the Building Inspector. To expire on 9/4/2015. Fees: SINGLE FAMILY DWELLING ADDITION OR ALTERATION $574.40 CO -ADDITION TO DWELLING $50.00 Total: $624.40 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. 7,12 51//4 New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 5630 Pe A UQ 51'1 hV'°ce i_ l t &C 'p�i jar House No. Street / Hamlet r Owner or Owners of Property: J—a/' e-z 5!�_T�ht0_ f a f'U Suffolk County Tax Map No 1000, Section 1 1 b Block 0,� Lot 357 Subdivision Filed Map. Lot: Permit No. 39 -701 Date of Permit. 3 ) I Applicant: burger nS4.1jQ,,,z}-{yW,4re!4( Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signat re Cay oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �o roger.riche rt(cD-town.southoId.ny.us Southold,NY 11971-095901�10A OUNV,�,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: O'Leary Address: 5630 Pequash Ave City: Cutchogue St: NY Zip: 11935 Building Permit#: 38701 Section: 110 Block: 5 Lot: 35 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool X New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 27 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 7 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 32 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliancesr4]9 Dryer Recpt Emergency Fixture Time Clocks 1 Disconnect Switches Twist Lock Exit Fixtures t] TVSS Other Equipment: 3-exhaust fans, 2-paddle fans, electric oven, POOL TO INCLUDE-bonding, 2-GFCI circuit breakers, 1-pump, 1-pool light, 1-GFCI recpticle Notes: Inspector Signature: Date: Aug 27 2014 81-Cert Electrical Compliance Form.xls o�gUfF01.t H � Town Hall,53095 Main Road 5 Fax(631)765-9502 P.O. Box 1179 'y�O a�� Telephone(631)765-1802 Southold,New York 11971-0959 1 `�► BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: A LEli f Building Permit No. . �8-7 () Owner: �JGt rn _S + ' Q nci O' Ua rel (please print) Plumber: r " �' (pMme print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lgnbers Signa Sworn to before me this da of -�U- 20 VICKI L BERRY ' Notary Public- State of New York No. 01 BE6070081 Qualified in Suffolk Coun Commission Expires Notary Public, f County j SOF SOUIy 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 4NSPECTION [ 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: c_ DATE INSPECTOR pF SO(/T,yo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT [ ] FOUN -ION 1ST [ ROUGH PLEIG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E AL (FINAL) REM S: Com` �o DATE l INSPECTOR l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ) FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION XELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: "tt 64 DATE Z� / INSPECTOR �' s 0 TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION I FOUNDATION I ST R GH PLUMBING FOUNDATION 2ND ;INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) 1� ICAL (FINAL) CODE VIOLATION CAU=LKING REMAR 9: Lq� 1, DAT -- INSPE4COR I 3870 ( q SOpl�olo # � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING I STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ) CODE VIOLATION [ ] CAULKING REMARKS: DATE Y / INSPECTOR i OF SOpl�olo e • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) c [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 7 INSPECTOR MWAJ ' .. VA r " r e :H• Y C • s TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT i Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 �/ ) Survey SoutholdTown.NorthFork.net PERMIT NO. II �[ Check + Septic Foran N.Y.S.D.E.C. Trustees Flood Permit Examined 20/� Stone-Water Assessment Foran Contact: p Wim, Approved 3 20`� Mail to. 9W. Disapproved a/c Qaem l Ww 14 Phone:--Lt�)) -15*-543SS Expiration 2A9_,20� n Building Inspector r PLICATION FOR BUILDING PERMIT F ?_014 F B Date rL`t 20 �_. .. INSTRUCTIONS a.This_applieation-MM 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. a The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval ofthis 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. £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, ing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) G'iYL c�tl�1, N� �t1�y (Mailing address of applic ant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder ,icy-c Name of owner of premises (As on the tax roll or latest eed) _ If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. J!�u(Z(a� C® Plumbers License No. Electricians License No. Other Trade's License No. t. Location of land on which roposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section «O Block 05 ' Lot gtD Subdivision Filed Map No. Lot 4 ` v 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy -may W k "4 DWPA49k W/ b. .Intended use and occupancy S w kt A0illat•1 3. Nature of work(check which applicable):New Building_ Addition Alteration 1K. Repair Removal Demolition Other Work (Description) 4. Estimated Cost � Fee (To be paid on filing this application) 5. If dwelling,.number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front (o2 Rear (02 Depth V-0 Height I-12 Number of Stories rL rt Dimensions of same structure with alterations Qr additions: Front Q2t Rear 62 Depth 44--raHeight 23 Number of Stones 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stones 9. Size of lot:Front 14ct Rear Loo Depth ��n`Ll t) 10. Date of Purchase 5/1 V10 Name of Former Owner J 11.Zone or use district in which premises are situated IZ'4o. (wayi-wftpjAysa L#C'' w61W5t'-j ��QW 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO X.Will excess fill be removed from premises?YES NOS 14.Names of Owner of premises Address 41 {1Phone No -I4L-8$3(� Name of Architect FftP9ft 4- VOS"R­ Address hone No Name of Contractor C5U/? R C&at �& t.� Address A ,�, �h Phone No. TS dr-5 Ul 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_ * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?* YES NO X * 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! tAy.k„ \JllWO?R�AQc*!tiR�ieing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A40-�r cmg m 1TVC (Contractor,Agen Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 'Z day of t 20 H _ JOSEPH B ABBATE No Publ' - e 2 New York Signature of App scant �Y N0.01A66269204 Oualified in Suffolk My Commission Expires L� Scott A. Russell S � James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US �f JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Propert Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER: (If Different from Applicant) NAME: woq___�R , NAME: :1#(� ��-Or dp?�gm ADDRESS: _41 '`i u_3 ADDRESS: III Fzeqr:�_Itm&eJa! Telephone Number: J Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 1 I"Envelope&Appropriate Postage. DATE: ( Property Address / Location of Construction Work: 5-10 F Avis S C T M #: 1000 11,0 55 District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Sto a er Review k1 t. If No or NA are Indicated, Justification is Required. *** FORE I I DEPARTMENT USE ONLY **** Reviewed By: r7j Date: 2 — Ap -oved- ❑ di onal Information Required: �sUFFQIr CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: =1e,;' i t APPLICANT: (Pro rty Owner,Design Professional,Agent,Contractor.Other) NAME: SCTM *: 1000 District Section Block Lot Telephone Number: S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! I. A Site Plan drawn to scale Not Less that 60' to the inch MUST W"Ve� f You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: f you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural&Man Made Features within 500 L.F. �" 'To UxTGIt��foU of the Site Boundary as required by§236-17(C)(2). d, Tcst Hole Data Indicating Soil Characteristics&Depth to Ground Water. W1 L FftvI bG P C Pte. CAVA e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 2 intervals) Lt�'w t,L g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& wt �-d proposed structures. I. Location of proposed Swimming Pool and discharge ring. 7r= t'Wtrwr-11 WZXV�;T j. Location of proposed Soil Stockpile Area(s). ,. S1 k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). M. Location of all proposed crosion&sediment control measures. 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(7)inch rainfall!storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 't"`'b �C.KL. G't T k%NCC3 b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drain,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) O NI " S CP Check List-TOS JAN 2014 I O��pF SO�lho! � o Town Hall Annex Telephone(631)765-1802 54375 Main RoadG �` 199 0p22P.O.Box 1179 roger. eocwnsou0lU nV US Southold,NY 11971-0959 y0 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. I Dafe: Company Name: ; Name: - . License No.: Address: Phone No.: � JOBSITE WFORMATION: (*Indicates required information) *Name: *Address: O *Cross Street: *Phone No.: 3 s _ -7� �� e, Y Permit No.: �f�C Tax-Map District- 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: (T-S.)l NO. Rough In Final *Do-you need a Temp Certificate: YES(/ NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additionallnformation: PA P N jfo .82=Request for Inspection Form I PO )tq V f0 6lD 52 NOYACK PATH,(PO BOX 1374), WATER ALL, NEW YORK IP76 TEL 631.754-5555 �R�ERO�� FREDER, 41 EAST MAPLE ROAD, GREENLAWN, NEW YORK, 11740 FAX 631.261-1084 ROBER WEBER ARCHOTECT February 6, 2014 Town of Southold Building Department PO Box 1179, Main Road Southold,NY 11971 RE: O'LEARY RESIDENCE 5630 Pequash Avenue, Cutchogue,NY SCTM#1000-110-05-35 Building Department: Attached please find an application and plans for the renovation and additions to the O'Leary Residence. I have already gotten an approval from Storm Water Management (which is in James Richter's office) and will bring in early next week. Please let me know if there is any other missing information. Thank you. Very truly yours, Frederi R. Weber, R.A. a SURVEYED FOR:JAMES&JANET O'LEARY LOCATED AT: GUTCHOGUE,SUFFOLK CO.,NY03 LOT--IS DESCRIBED MAP OF:AS SHOWN r SCALE 1"=30' wesa#-sm' �fi� S.C.T.M.#l000-110-05-1)35 r z� J' �O r9 x �: o 1D S rO 00 d 400 ASO Ln FILE#46794 CERTIFY TO: JAMES&JANET O'LEARY ;'•_� - FIDELITY NATIONAL TITLE INSURANCE CO. r TITLEX 10-7405.51207 YWLLIAM R.SIMMONSARD,L.S.P.C. 128 CARLETON AVE.,EAST ISLIP,NY,11730 ,r; ' - y`�� PH. 631 5$1-1688 FX.631 581-1691 al DATE:8!7212010 SCALE:1"=30 DRAWN BY:T.C. ch Q - N -R—oo—fI3" I 3" ------------ J -------------JI ----------------------------------- E 3—" ------ ------------------------ I � I EpII isting, II II I I I I I Bath 11 I I 21/2„112 211/2 I 11Y2„ �I I I 2nd Floor ------------------------.- - 1I(2” 3„ - 2„ ---i-------------------------- -----------------I------- ---}------�- -----r-------------------------- I �——— — C.O. — ---��—'T'— _ I I r----1-- i l I I I I I I I I Kitchen I Ppuider i j M Bath 1112" 1ly2" 21Y2" 11y2" 21 2" 11'2" 1IX2" I I DW I I I I I I I I I I Ist Floor I ____.�— F.A. ----- -- -------------- --- ------ --- -- 21' 211 3" 11 2" 3" 112" 21, I ------------ --------------------- -------- ----- ----- -------- To Existing C.O. j C.O. C.O. Sanitary System Building Drain, 4" Diameter, 1/8" per Ft., Min. Pitch PLUMBING SCHEMATIC NOT TO SCALE O'LEARY RESIDENCE CUTCHOGUE, NY Basement REScheck Software Version 4.4.1 Compliance Certificate Project Title: O'Leary Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 30% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 5630 Pequash Avenue Frederick Weber Cutchogue,NY 11935 Architect 41 East Maple Road Greenlawm,NY 11740 631754-5555 fweberarchitect@yahoo.com Compliance: Compliance:0.0%Better Than Code Maximum UA:34 Your UA:34 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. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter s Ceiling 1:Flat Ceiling or Scissor Truss 118 30.0 0.0 4 Wall 1:Wood Frame, 16"D.C. 205 21.0 0.0 8 Window 1:Wood Frame:Double Pane with Low-E 25 0.290 7 Door 1:Glass 36 0.310 11 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 118 30.0 0.0 4 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to co ly ithhe tory requirements listed in the REScheck Inspection Checklist. Name-Title Signa u/e, <;7` '� Date 1856^ ,_.. Project Title:AO'Lea � a Residenc � ,.. .� ... ..e .o ..�...mP __w ..._. •��.«�. _ ......._ �.....w.. O'Leary Report date: 01/21/14 Data filename: Untitled.rck Page 1 of 3 REScheck Software Version 4.4,1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joistlfruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Project Title: O'Leary Residence Report date. 01/21/14 Data filename: Untitled.rck Page 2 of 3 ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: rl A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: O'Leary Residence Report date: 01/21/14 Data filename: Untitled.rck Page 3 of 3 ~' 2010 New York Energy �(j Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wali 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass& Door Rating . Window 0.29 0.27 Door 0.31 0.13 Heating Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: FREDERICK ROBERT WEBER ARCHITECT Grade Dome 62 cF Drainage 168. cf Ring DRAINAGE STRUCTURE Adjacent Property ovide Picture { is Higher Than of Excavate �` Relocate d SwEmrnsrsg Poo! Subject Property Drainage Ring Equipment edred9� O, �, 3 °�jy 0 Showing Soil EI �+ Conditions- 3 -6 ` ' • ' ID�ame - - -""�. Hay Bale/ y IDram� e " ;Rin 9Silt Fence �� i 9� t�\\\,e New h � ' � \�` Q`wG ew Outdoor, Steps -ID r? a 4 Existing Porch t o O Shower 0 FRONTc)LocStAcd Area of Floor El O' Y� , Clearing : : :�� �� `��' ; Backfill Q `�, PORCH ;;. (Datum) " ' SCREEN Basement o,..;•;• ADDITION .-- Dc0 PORCH i ccess o, �•••-•- ' -- � �o�c •' ADDITION •: � •: ...•... ���:���R�r4-:•:�.•��.��•:•:•N:�:: •:•:•:\-:-:�. . .... a o6,;•:.•. Q ` :: $:::C:OIT . {R:U:T: . ::Y:: EXISTING ` :."w �., •.:.. �. : .. . : :::;:.. DRIVEWAY �f \`� : .... " EXIS INCA o�t :.�`�-.:- �'(\ 'C d y `� :.:: :.. : OOH:.:r4. - - - V. /� - 2-ST RY �s\;.: ��\�,�,Ih��,-( Area of Note: Driveway `� .\ ........ .. ......:.. to be Used as �; FRAME �`� P9¢\`l� Opo O. ` ... :. .L.+ ...::: :.::.::.:.. .. Clearing "Staging Area" I I CHE �: QUIELLI A �. `�� ��. �. 1. :::(:. ::::::::::::::. ::.... � ADOITI N .:'t".•... f-' �. ...... Cho :::.:: ` :c 3;1 E ISTI G ��o O EXISTI SWIMMIN DWELLING 0- 0k 0:% U o DRAWING TITLE: -� OOp \�ed9e SITS PLAN 450'(+) TO od CUTCHOGUE �� 80, s�-' ara. \�°° HARBOR p o o �o 02 ����` / Joe: PLUMBING ALL PLU:.1731N f'NASTE ADDITION/RENOVATION: G� &WATER LINES NEED O'LEARY RESIDENCE TESTING BEFORE COV�RiNG 56,30 PEQUASH AVE. PLUMBER CERTIFICIA T;"C,�! CUTCHOGUE. NY 1/ ,- rte_ C rV L E.4 C��1!��TEN 1 .���f ChRI E TOWN OF SOIJTHOLD Cf R?:IFICf=,T�_ C1=0(rCUPNNCY SCTI�t 1000-110-05- 035 NORTH 1IORT?-I STORM WATER MANAGEMENT SITE FLAN ,1;(�1LL-�Y ?, 7_ �.,, ,ITER uUPPLY v'':�`�--:i E(u( CANNC1T ARCHITECT: 20 ,_0„ 1 2O'-pEXCEED 2110 OF 1% LEALEAD." -- si FREDERICK R. WEBER r , pll aN' ° „ 41 EAST MAPLE ROAD GREENLAWN. NY 11140 PROPERTY OWNER: DATE. -3* 'B.P. � 87Oy 52 NOYAC PATH DRAINAGE CALCULATIONS: STORM WATER POLLUTION PREVENTION JAMES t JANET O'LEARY c� BYWATER MILL. NY 11191A16 S FEE: -�7� ..���L...�.-mow FRONT PORCH ADDITION 444 SF SITUATE: CUTCHOGUE NOTIFY BUILDING DEPARTv'�EH F ; TEL 631 154-5555 CONSTRUCTION PHASING CONTRIBUTORY ROOF. TOWN OF SOUTHOLD 766-1802 8 ANI TO 4 PN4 FOR THEE PAX 6,3) 26,1-1084 I- INSTALL HAY BALE/SILT FENCE. SUFFOLK COUNTY, NEW YORK FOLLOWING INSPECTIONS. 2- EXCAVATE AND CONSTRUCT NEW FOUNDATIONS. REAR KITCHEN/SCREEN PORCH 818 SF 1. FOUNDATION -TVVO R`'OUIRED CONTRIBUTORY ROOF: SURVEY INFORMATION: FOR POURED CONCRETE SEAL: 3- INSTALL DRAINAGE STRUCTURE. WILLIAM R. SIMMONS. 3RD, L.S., P.C. 2. ROUGH-FRAMING,PLUMIBING. ` EAST ISLIP, NY ' 'I- CONSTRUCT ADDITIONS. TOTAL AREA: 1322 SF STRAPPING, ELECTRICAL& CAULKING 16 5- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURE. ;0' (RAIN) SURVEYED: AUGUST 12, 2010 3. INSULATION TOTAL VOLUME: 219.5 CF 4. FINAL-CONSTRUCTION EIEC i RICAL J s SITE AREA: 16,620 SF, LAND DISTURBANCE: 1000 SF O MUST 6E COMPLETE FOC C.O, ; ALL CONSTRUCTION SHALL DRAINAGE PROVIDED: SCTMU 1000-110-05-035 0D:T1'F!E V0 x 4' Deep Drainage Ring = 168 CF LOT AREA: 14,920 -S.F. (±) REQUIREMENTS OF THE C�)D S OF NEW YORK STATE, NOT RESPGE FOR 8'0 Dome = 62 `:F DESIGN OR CONSTRUCTION ERIGRS, Total Drainage F��ovided: 230 CF \�}`�I !sass �f ZONING: R-40 (Non-Conforming Lot-Less than 20,000 sf' _ RETAIN STORM WATER RUNOFF YARDS: (PRINCIPAL) PURSUANT TO CHAPTER 236 FRONT 35' •. SIDE (ONE): 10' F THE TOWN CODE. SIDE (BOTH): 25' DP�At1il, # .; SCHEDULE JAN 30, 2014 REAR: 35` JAN 20. 2014 HEIGHT (MAX.): 35' , DESCRIPTIOK LOT COVERAGE (MAX): 20% Al S,rE PLAN �`:�I� - '�=,,.�,: - DATE: SEPT 24. 2013 A2 F JNOATiON PLAN C,,-% I, SCALE : I' - 20' LOT COVERAGE: ,43 IST FLOOR PLAN ` JOB NO: w201303 K ^ , EXISTING HOUSE/GARAGE: 1832 SF A4 2F:O FLOOR r',AN EXISTING FRONT PORCH: 104 SF - — -- EXISTING SWIMMING POOL: 540 5F A5 E'=_EVATIONS h. ` .' �r�F PT[pIC DRAWING NO. EXISTING SHED: 100 SF A6 � �:rT'ON5I 'P/�tJG� TOTAL: 2516 SF ti5.5q) --- — Al Iui1j.!. 5ECTIONO/DET.AILS � NEW KITCHEN ADDITION: 118 5F _ NEW SCREEN PORCH: 201 SF A8 DETAIL 5 j C","'°�F� FRONT PORCH ,ADDITION: 82 5F TOTAL ADDITICK3: 401 SF TOTAL: 2911 SF ii-1.9%) El ELE.:'i RIC:AL: 1$T W, OF AS FREDERICK ROBERT WEBER ARCHITECT (Exrsrtng) (Exrsrtng) (Exrsrtng) A A6 A6 V C W � --------------------------- A6 NOTES: New t New 15'-8" 8" P. Conc. i� i _ 1 I 1 I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER w Found. Wall on �� i��f5' O t 1 UNEXCAVATED I I New PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 16"x8" Cont. ��wf �� -� f t i Backfill @ Compact, j 1 8" P_ Conc. P. Conc. Ftg. StoopAbove I I ('f" Reinf. Conc. Existing Walls I I Found. Wall on 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. ` I Slab Above) to Suppport I I 16"x8" Cont. V IleNew 51ab ., 3- ALL WALLS SEPARATING GARAGE FROM HOUSE I I P. Conc. Ftg. Pin New oo -T -T---, Prer to I t V TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) r'r 4J -------- -- ------------------------� 1 `� - t► I tt Support Slab I r+ z Found. Wall to - _ - Ln Existing Found. „ _ ? ? 1 1 ------ X 4- ALL COLUMNS TO HAVE 6"x12"xl/2" B.PL. W (1 ) 16 8 �, ii- New U_ I I Step New Fill (UNLE55 OTHERWISE NOTED) 9P , _ I Footing Down to Irl Fou d. Vent � CRAWLSPACE � Footing Down to Exrstrn ill y " ,� � x I _ 9 Existing Footing 8 22'-4" 8 v P I Existing Footing Basement- 8" 5- STEEL SHALL BE ASTM A-36 (EXCEPT i ` 2 Conc. Slab I O n ° _ 'gccPSS- PIPE COL WHICH SHALL CONFORM TO w 4 Ln Dowel Slab __--_ Shower A ,OSTM A53 ROUND PIPE). STEEL WORK SHALL "Sister" Exrstr z =� 1 Iq'-O" z =° 1 n I to Existing Enclosure t II g CONFORM TO THE LATEST RISC SPEC. 1 Cant. Joists (2) x8 Hdr. (Min.) I I Found. Wall ----- � ----- 9 i i i i i �--- � '1 1 i t .J _ ----- L =_� _ 6- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE. i m 1 _v- w ---- --- in X t — ------- O Existing --- -- ------ W -- Remove Baseme x Wws g D Ex ting UNEXCAVATED Windows, Allow Srnk Sanitary Irne Crawlspace Access (3'-�" AFF) " New 1/2"4 Steel o °D Pipe Column Above Zv W on 12"< Ox 1/2" Bearing fR, (Fill Block - Block Basement DRAWING TITLE: Cavitr s Solid) -i Window # Door u- Brdg_ Opening Solid x Exis FOUNDATION Wat r � He ter Eist ng � Bseet x O Access 6'-5" LU !2Tf� O _ _ _ _ g � x _ _ _ _ Existm W I I I I Existing (3)12x8 Girder I I j Boder - - - -F—O—t- - - -I—�i- - - - i— @- f-- - - - -I- $ + - - - -I -e --F - -•—•—•- - I Ir_____ILI ii ' JOB: X II 4t cy W Ir- Exrstrng O'LEARY r� �_�- 3 1/2"(P Steel RESIDENCE ° Existing 0 jj 1 Prpe Column on rn BASEMENT Ir------ 2-f"x24"x12" _ P. Conc. Ftg. 0° Existing -' r+ x 51130 PEQUASH AVENUE i O U_ Brdg• Exrstrngg w CUTCHOGUE. NY UNEXCAVATED O ; OD --- 200 ,4m C14 _ Existing Electrical ExistingElectrical, TOWN OF THOLD to Remain Unless tair Service NO 1000 rn Otherwise Noted d) Existing iy x 8" P. Conc. i _ ARCHITECT; Found. Wall on `r O ° 16 2'- "x8" Cont. ' P. Conc. Ftg. °D FREDERICK R. WEBER OCO EAST MAPLE NY 11110 00 52 NbYAC PATH Existing Cantilever O WATER MILL, NY 119'111 --------------------- UNEXCAVATED , o� TEL 6311 154-5555 ' PARC 6312&1-1084 X � 00 � W L L 11 - New 1 SEAL: II I I Pm New Pin New II i UNEXCAVATED _-_---J 1 Existing Found. , „� 1 , Found. Wall to --_-- I i � �� � Existing Found. It :..: ------- --------- 1 yA Z „� II I N I Found. Wall to C Exists g If - -------- Y A6L-------------------- ----------- __ , .. Conc, Wall Locatroin New --------- ;r to. Allow 4" Hdr t 8" P. Conc. j I j t cv 3" Overla - Verify Found` Wall on Dimen. In geld 16"x8" Cont.P. Conc. Ftg. L111 -11811 4u A KEY A6 � 29'-II" Existing Wall 13'-2" � REV.: JAN 20. 20114 (Ewsrtng) (Exrsrtng) (Exrsrtng) ZB New Wall DATE: SEPT 24. 2013 A6 ---- Existing Wall SCALE: 1/4' - 1'-O" ---------- Removed FOUNDATION PLAN z JOB NO: m2011303 O = DRAWING NO. OF A8 1 � FRAMING NOTES: f. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH S RUCTURAL GRADE No. 2 OR BETTER FREDERICK f 2. ALL SHEATHING TO Bf� APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. ROBERT I 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLI BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR T FLOOR JOISTS. WEBER 4. ALL HEADERS 6'-O" AVD OVER SHALL BE SUPPORTED WITH DOUBLE UPRi HTS, 9'-D" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4 WALL il 3-24 1N 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHA .Y.S. CODE OR AS NOTED a 8'-0" O.C. I PROVIDE 2" SPACE I OR AIR CIRCULATION IN ROOFS. ARCHITECT 6. DOUBLE FRAMING AROUND OPENINGS (Skglights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMINGNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SJMPSON OR APPROVED EQUAL. 9. NAILING SCHEDULE SH LL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT BILL i AND PLATE. ALL EX ERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHIN TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. Il. ALL ROOF RAFTERS ALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON' i Existing Swimming Pool OR APPROVED EQU�L. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT� ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4' LVL RIM JOIST SHALL BE REQUIRED AT FLOOR ,q PERIMETERS. HANDLINCCa�► STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. New 4"x4" Pressure A6 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS b 24" O.C. Treated Post, E se in i B lx6 "Azek" E osure, 14. PROVIDE FIRESTOP ING AT ALL LEVEL PENETRATIONS. Existing Patio A6 Anchor B a Base. Strap 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. to Hen r 15 Top (Typ.) 231_8" 38'-I" C " i New Leader ,8 , 5-O 5'-O" 5'-0" 8" Ne Leader A6 (Connect to lC nnect to i Down Drgwell, Tgp. -New Maho�arrc� Scr n and Storm Panels in "Azek" Frames__ Or well, T 1 (To Exrstr -0 -- --- --- --- p- WINDOW SCHEDULE '—' Stoning D Pati /> o) I P New l2) 9 l/2 LVL Hdr. i �..^ f6 -10 - - " (f 1 " 6 19 -2 1 = 1 I6' 4° I = "jl'-1{" A6 o e 2'-6" " 2'-6" 3" -IV " ' " 1 1 > Area w Existing Existing Existing Existing 6 x 6 1-10 2 4 New 2 8 R.R., 16" oc " -' 1 _ Unit Model tk R.O. Leader Window Window Sirdrng Door N w New I ` / New 2x8 R.R., I� oc \ i _O i ADH2634 Opng Egress 0 0 0 o B uestone Mafioa. I New x6 lt., 14" oc I ;n ,_ " _ ----' ------------- ------ cern n 1�- I i ® lDbl. Hung) 2 6 x 3'-4' No ® A 5oop_ or I SC EEN 1PORCH 1 I ! AAN2020 j Bluestone Wavers on I z = " �- " • - Z -----1------, I o ® (Awning) 2 0 x 2 0 No i Rei F. P. on c. Slab r �• ; Nab (3) L Hdr_ L'J I y a ---- 1 �+ I © i ao , „ , Sink I CK I utdoor r __-__W it k Clg,I < Flat Clg. 10'-3" —�1Pitcheo hi g. hower Model Numbers Refer to "Andersen", A Serres, Remo a '' ===-- I I nclosure , Full Divided Light, Low-E4 Glass, White, PCs 50 i o Walls i ;' o a; Expanded l2) 2x4 Down I Backtill (Provide g Alternate 1: _ %i ��, N n �- Studs 5" Riser 2 t Existing - , o IGTCI dEN Relmove Wind w, Baseent rain in W New Stone Facin _>a ;, , � xx� on Fire face (4" g - FAMILY ROOM ! Z "' r - ! ,� Patch Solid $!,r la Acce s sine to Remove E rstingg Existir�jg Lon island Stone _New (J� Ijf 14,YL w/ (2) 3/4 A Steel 1 ,r P P I inter o 0 0 0- Octagon L acted Fire lake g - _ - - T—: l� 7r=— Glass Wind w, P 1 Veneer) U 3 1/2" Steel--/I . -- -------ro - �• m, oset into Depth) - p Em vesv :Dbl, g DOOM SCT� D� � O Window Install New Awning ! x Pipe ol. 2'-0' 3'-6" ---9'�0" 4'-8' Leader -, �t;y :Nan in 23'-0' (Typ.) 4" Ref. p r- 1q�-�"; 3 1/2" Steel 4" _5. i V ' .x �49Alternate 2: o New tT ) ,Remove Ceiling x 1 --- +, -1stand---, yP• Sh w a r r ured ! RelocateUnit Model u„ , Pool Equip. Width t Her ht Joists and Raise ui 1 :+t F mel ss 99 ,___-- , , -- H rng Andersen In-Swin in Door 2'-9"x 6'-II' fR0) Ceilrn to Underside I -J Bar oar-- , O „B of Rafters (See 2 1Opng. o ; Cabinet g8 "�� i 1 FWHID29411AL * g g DRAWING TITLE: + Sect. CC, Alt 42) 1 u. ; _ ;- %r i Down y_+ _ "Andersen” p �� Remove Nei " Fi-111 ' Remove Andersen Out-SwingingDoo 2'-9"x G'-II' (RO) Existing Bearing Wail "NAExas q I/2 ___=_�j 1-1 2 OD Existing x IST FLOOR � Existing t� DER g ., „Panty c' `t' Walls Walls N x O Simpson In-Swinging Door3'-0'x 6'-8' (Door)(Oak) W w 1508, Insul. Glass, Water Barrier Existing 1 m i Stoop - I 57< Existing pC 1 Utdit New ----- r� HALL Zia x w ❑ i W O , -- _,!_______' Revise Ex ,� i * Verify Operation x L- ---------- --- Opng. cv = 42" OPng Ex - Existing Basement - O tr Neu (2) 1 1 ' LVL Hdr. = JOB: e Access Starr t Ra p Neu (2� 9 1/2 LVL Hdr. = Ex r o to Remain 2'-4" 2'-8” " it © LI N Exrstrng x - GARAGE OTEARY ° RESIDENCE " " o f5'-6" 114" : :5'-I" 4" 2'- 4" 10'-10'u° O 4" 16 in o - 20'-II" = i i 1 5130 PEQUASH AVENUE LL_ CUTCHOGUE. NY r'- TOWN OF SOUTHOLD DINING 1200M o i i OD t i (D Y E R i SCTMS 1000- w cv (Oak) i !x cv r----------- -------------------- (Oak) i ------T---------- -------------------- ----- IILi _ ARCHITECT. I....................... .. .... .............................................................1 x I ! U II P it1 I I ;Tk,. Remove X w � Existing Ex i ° x I FREDERICK R. WEBER I o Walls v w� 41 EAST MAPLE ROAD E GREENLAWN, NY U140 ! r+ New "Carriage" Style 1 N C i 1 F Garage Door, Raise 1 Existing Existing Existing52 NDYAC PATH `- `r ❑ i Header for New 8' High x I 1" Window Window Window ', WATER MILL. NY 11911 i w 16' Wide Door O Expanded _ ��� Existing Exrstrng Existing / Window Window Leader TEL 131 154-5555 1 I 3" 4" `�' PORCH Remove Existin I'I i FAx i Leader I New (2) 14" LVL Hdr. 1,- =° =* IDI° Posts g ill New "x " 131 211-1084 L J Bluestone r I•� 4 4 Pressure Treated r Post w/ Square Ta erect _ i Pavers " I�yJ ---- q pp I „ i �i1. -- _ -----� -------------------------- ----------------------------�I- "Azek" Enclosure. (II" to l"). SEAL: _ 3 Found. Wall ill i New P. Conc. SI b- � Line of Exrstrng i,i Anchor Balt a Base, Strap Overla to Allow �I.i cv Flush w/ Existing Slab, Front P ,rc1r--------!'I to Header a Top lTgpJ for Coumn Base i 1► -- _ -_z Z=-- -CapPitAway from ouse. ---_- - e 11 1 Cap w/ Bluestone avers --T' New Leader C i — --=---- ---- - - - - - _ FREDERICK ROBERT WEBER ARCHITECT A A6 B W Ab 38'-i" Existing 18'-10" Ab Existing Existing Existing pi---------------- ---------------� Ab 19`-2" IT-0" 1 New Revere Gable Roof I Over New bcreen Porch r----------------------------------------------- 1 ! I I i f 1 I f ! I 1 til I I ! Z_ I w /Match New Shallow Pitch Shed Roof ! j 1 Roof I Over New Kitchen Addition I s Existing I 1 1 w Roof r' -----, I i Existing j Existing j t I Window 1 Window 1 .. -- ----------------------------------- --- ----------- ----------------- ^ t I verlay Roof ,ti} I `r Existing ing Wire New'' 'rmostat I ';' �� 4 O gR BATH 2 u t Zan( 'Damper for 2.. -1 or "Split" Air- I w ao _ Existing Electrical LJJcrriditioning System, t DRAWING TITLE: u to Remain Unless - '(Existing Thermostat on t I o Otherwise Noted0 Ist Floor to Remain) I 2ND FLOOR Knee atl� 4'-5 1/2" CL i X Knee Wail 4'-4 1/2" ,r x N I aj w 1 x Knee Walls F-10" T Existing x ------- -------------- w 466 66 " t 10.00 LA Existing • CO ry o xisting tU� �y o BR 2 Ex,sting`r —.� ._.—.—. _.—. ° x h O .108: x M CL r L �' Existing Electrical`~ x W `� x W - Line of Existing Ridge o R — — — — — — til 0 to Remain Unless W W - — --� - _ -�j- O LEARY T- r Otherwise Noted REStL?ENCE W j U Existing Electrical ll1 I-' - t cn ILn -- -------------- -- o`'iv I to Remain Unless x Otherwise Noted " I " lll� 5L30 PEQUASH AVENUE I 3-10 4 O �} - 31 In t o CUTCHOGUE. NY t z - OF _ -v- Kee Walls 6'--9"--- r ��---- Knee Wali s 4'-4 1/2" TOWN 1000- 'k �THOLD SCT1 u Al. r---------1 Existing Ridge e� +R. +�•._. � {----------� cv ExistingARCHITECT. Com.'' .+� �n s `b ''. a, Roof I x �;, q% l=xtend RR Existing RR t Extend RR.. �' FREDERICK R. WEBER � 41 EAST MAPLE ROAD .o 14" oc / C.J., 14" oc 14" oc x t _ w w GREENLAWN. NY 11'140 . Overlay Roof ;r Overlay Roof -——— 52 NOYAC PATH I Existing 1 1 I WATER MILL. NY IMIL Roof I Existing --- --- w Window TEL 631 154-5555 ► FAX 01 2LI-1084 Existing ---------------------------------------- 1a --- SEAL: 1 New Shed Roof Over t t I ! New Extended Front Porch I l 11 ----------fit' C -•---------------------------------------------------•- Ab A Ab SECOND FLOOD FLAN z REV.: 0 B -1 DATE: SEPT 24. 2013 Ab 1/411 = I`— = SCALE: 1/40 - 1'-00 JOB NO: M201303 DRAWING NO. © d OF A8 FREDERICK ROBERT WEBER ARCHITECT Edge of Existing Existing Dormer Wail to Align w/ New Porch Ridge Chimney 12 Existing Asphalt Shingles to Remain r------------------------------ -------------------------------------------------------- i ---------------------------- -------------------------------- a - ----=- - -----_----- I Existing Asphalt ----------- -------------------------I - -------------- --------- ---- Shingles to Remain ------ ------------ -- ------------------ ---------- -------------- �a I ----- --- I ' I Remove Exrstrngg I Existing I New Asphalt Shingles Wood Sidewall Sh►n les, I Chimney I (To Hatch Existing) Provide 1 Install New I , 12 Ex "Dipped" Red Cedar I \ New Ex Sidewall 5higles Over I ExistingAsphalt "� W I 6 Fa is Fri z 304 Felt I P Ex - - I I Shingles to Remain � ~ . Boards J\ ------- - ----------------------- I ` �� -� 0, I N I latch Existing) I � - ---- ----- ---- ---- ---------- -- -- --- -------------- ---------- Ln 1 - W Naw ------ ------- 1 I I I I i.n - Felt FE :........:........... ........ I L I l---I Mahogany I I j I I 1 1 Existing I I I I Screen rl St I I Il I I I I I I I Chimney I I I =x�rng-modem I 4els S orm Panels: I I I I I I I f �i_... r i�_.� I I I f 1 1 1 1 I ��c�-=TT-rx-r-- -►t- I t i i Porrchd l i — ( � h cr W _ I i i n p I i I I / II I I l l I I I f l Ex Ex - I I I � I I I 0o , II II II o til v re Ex Ex ► I � I � 1 = I:I I I I a ________ - I:I i t u r \ I I r - QEt 11- - ----- ___ _ _ x I I I EJLL _ -=Q==as- --- -----=====a=a=a=aaaa=a= a==a_=a=_aa=aaa _ _ / -JI :I ' �QQ Qo�QQ — E:1 — — _ — �macsa m�emaa= O ���-- �QQ �oQO ��o�� o ------- -- --- � �---�-- r� -- 14 I Stor9e IVeneer E -I I I I 1 i I I I I I i ' i i i i 1 1 I I11.4 I I � 1 ail 1T-0" � r I I � L__ I I I I I I WEST ELEVATION _______________________II _____-__-___ -- -- It---------- ------ NORTH ELEVATION DRAUNG TITLE: ELEVATIONS JOB: O'LEARY Existing RESIDENCE I� Dormer 5630 PEQUASH AVENUE -------------------------, CUTCHOGUE. NY 4------------------- - -� - - -- ----------------------------- ---------------------------------------r fit j New Red Cedar I I� Extend Existing I Existing I Sidewall Shingles { Dormer to Full I Chimne TOWN OF SOUTHOLD 1 (6" Exposure) a} I Exrsting ; Gable Width/ New Existing Roof SCTMs 1000- 1 D.H_ Overlay Roof w/ to Remain I I New PVC Rake Bd. I ARCHITECT: I I I Interior i I l I 1 �I S►ll- _ i t I I I I Existing Overhang Profiles Existing Roof r i to Remain, Remove Existing FREDERICK R. WEBER to Remain Trim, Provide Install New I 41 EAST MAPLE ROAD New halt PVC Fascia ,Freeze and I 41 EST MA, LE 11140 OA j Rake Boards. Typ_ I I ________ _ _______ _ _ 52 NOYAC PATH WATER MILL, NY 9416 11111 1 [ fill ------------------------------- -------------- --- --- --------------- ---- �I l I I I I I I I L I I I I I II I TEL 631 '154-5555 I1 I 1 FAX 631 261-1084 I.I I:I I:I { I I I I:1 I i.l I { I:I Existing I.I Existing Ding I.i I Ne I:I I Existing Existing SEAL: I 1 D.H. I I Picture II D-H. D.H. II II II II I II I ii I I I I1 I I II II i i I - 1I l f l l I II IllI I ��� II v xi i idi i ! I I 4 { 1 I I INelb l�_i f I I { I �b l New 16' x O rh d or { II I I I I { I I � I I I �..,,,. I („ rri e" tyl .. .... .. .. .. . .. .. .... .. . . .. ........... .. . . ........... ....... . Q�Doo�a QQDoo Qa�o� 0 0 0 0000 00� 00 o a oo I I f 1 New 4x4 Posts to Foundation Wall of Einjarged New Steps I I be Enclosed in Tapered Porch to be Faced wi/ P I I I I Square "Azek" Columns Stone Veneer (Set ►h I I I L, (Anchor Bolt at Base, Portland Cement) r I I Strap to Header) ' I REV..- DATE: EV.: 1 1 II DATE: SEPT 24, 2013 EAST ELEVATION I SCALE: 1/4" - 1'-0' __J 1/4" = I'-O" JOB NO: w201303 DRAWING NO. Q OF A8 FREDERICK ROBERT WEBER ARCHITECT 12 Q 3 1/2 (t) Existrn C.J., 16"oc Extend Dormer --_- ---------- ----- -- ' -------- ---------------------- Roof in 12 "Sister" New 2x10 RR, 16" oc Ridge "Overlay„ - i.i......... ... ............:..... ................. ... ........... w/ Existing 2x6 RR, Ib" oc Vent Strgp Over - (FI B 3--) Cl 1/2 (t) Existing 2x6 R.R. 16 oc Ridge -i1 - I 6" cc RR New "Reverse" 2x6 CJ, New 2x10 Existing Overhang Profiles r 16" oc to Form Pitched Ride New 2x8 RR --�Rrsr _ Ridge to Remain, Remove Existing 12 IG cc Trim, Provide t Install New 9- r 1 Existing Ceding t Brace Rafter - ---_v _ , PVC Fascia/Frerze and ATTIC 12 6 ew 2x6 C Rake Boards, Typ. New 2x(. CT 5 112" G. 2 1/210) 16" oc : 9" Hurricane _ ^!- 16" c B tts 21) RoutT' Through Enlar Straps (All �y Existing 2x6 C.J., I6"oc iv w { Rafters) Existing 2x8 F.J., 16"oc LI _ - w Joist (Ex) 51 2 --- g - --- ------------------ ---- �� Existing Ia. s ( U : e 1► 9 v -- ----- ',y`- - - ,• ------ eutxb--B#CB ,�, ------ ----- ---- ------------------ — Ix6 Fasicia 1 r New (2) 9 I/2n 4�------- _-_ ------ ---- >---------------------© LVL Header I,0 ---- - New (2) 9 1/ ---- - 1 . I r LVL Header 13afts.ZT 3.ZSC1------........ : — I , ...................... .................................... New (2) 1.4" LVL Remove Existing ; Stra Posts I I ,' Hdr. Over New I/2 G Bd. w/ to Headers , I : , Wood 16'x8' Overhead yyp Ceiling Structure, - Ix6 TtC Ceiling M 11 i i i Shingles; Garage Door Boards w/ V-Joint i Mahogany 1 1 , I ; Exrstrng New �' i ;' �' Maho an r t Bead <'r ' " 5, " 4" 5' : " 4 5 8 I I I . N i;' g P Existing \ Screen Panels I I , , , ,: Screen ane I , BRI , BATH I v- I. GARAGE Existing � I I i i ' i i � S, EEN PCS W o0 11 I I Ufa 2,Or_ , �" I I 00 O g FAP1ILY ROOM r I I i i i 21'-0 I �--I �{" in Set n Bed I 1 ' ' i `� W Bluestone P vers m g I:I , , , 1st Floor to _ over 4 Rernf. I.I ; _ ; ;`�\ � � m Setting Bed -_______________ lil I I Existing 2 W ; I over '4 Rei . Famrl Room -- ------ I Exrs x8 F.J. 16 oc y = --- ---- ------�� I r P_ Conc• Sla Existing "' . . �• . . Stone Veneer �-T_____�==qI___------ � .,.` - ' g ' ,.. #-4 Bars, Extend 6"x6" 10/10 ; Facing I I ' Existingr- Existing (2) Support On ;Ab'an{�oned Stone Vene r P. Conc. Slab _ 9 I -- I 2x8 Sill 1� Facing _ Up and Bend into WWF Rernf - ' (3) 2x8 Bsmt Access Bier Slab = - I I Girder Backfill t; 4om�aFt Fill ^ Existing Conc. Backfill t Compact Fill New 8" P. Conc. 1 ; Existing Existrn 8" Conc. I I New 8" P. onc. Found. Wail (2) #5 Bars Found. Wall on I 1 1 i BASEMENT 0 Block Sound. Wail on (�2) #5 Bars Found. Wall n1,4 Top t Bottom 16"x8" Cont. I I I ; Cont. P. Conc. Ftg. ; •• T4 t Bottom 16'x8 Cont. P. Conc. Ftg `) l�` uy JLP. Conc. Ft O ----1 -- -- ---ALTERNATE42 L Existing 'r P. Conc. Slab (New Screen Porch) FAMILY CEILINGED SCREEN PORCH ----- SECTION � CC ,_ n ,_ n r_ n ,_ r, , „ DRAWING TITLE: 1/•4" = 1'-0" S E C T I O ' j DD 3 6 3 0 I 25 O 12 -O 1/4 = 1'-0" (Expanded (Existing (Existing) (New Screen Porch) Porch) Porch) SCREEN PORCH 5ECTION5 SECTION AA JOB: 12 O'LEARY 3 1/2 ( ) RESIDENCE \ U30 PWUASH AVENUE 9 e ; CUTCHOGUE, MY a 7Z . ,� Existrn C. 16 oc 9 =--- =------ - - TOWN ��� ----------------moi - - 8C M 1 ---------- i ®® q New Asphalt Shingle ,f .. ., ............. Roof (To Match Existing) 12 Ex sting: 2x6 R.R. 16 oc a III +) ARCHITECT: I 9: � I u 30# Felt -_ " 5/8" Pl wood •';f ' 8=0 y E)cr s�•rng II II IU 2x8 RR, 16" oc w/ ,Delmer (Fllat- S -2)�`';;-,_ 'Exi'stjn I I Existing I I �" l u 12 q 2 I/2 (t) Hurricane Clips 12 i ;'_K g FREDERICK MAPLE ROAD New 5 I/2" ,' , Existi : r --_ ^$R ,4 New 2x10 GREENLAWN. NY 11'140 ' ' BR 2 R.R., 14" oc i i I i q Fascia Bd. ' '' ' 6 I I I �.,�, ,'5`-5" I 10,_3" qn 8'-O" alv.'Jo -'L" " 52 NOYAC PATH ' i Exrstrng 2x6 C.J., ib"oc �► { I \` �el q Exrstung Overhang Profiles New (2> 9 I/2` I-6 Existing 2x8 5.J., 16"oc c+� Hangers (TyP.P, TER MILL. NY 1141L LVL Hdr. G to Remain, Remove Existing (Bottom of - ' _ Trim. Provide t Install New - TEL 431 ZS�f-65bS r �I PVC: Fascia/Frerze and Hdr. Enclosure New Girder -� I New/Existrn PAX L31 ail-1084 rn Ln to Align w/ , , " 1 9 .t ..................................................................:........:........................ ...... . ..................................... i. Rake Boards. Typ. Bottom of MBR I I New 1x61 tCB 5.�... ............. *- ........................(3)..J4...LVL.w/.......�.� New 2x8 I 1x6 Fascia Fascia Bd.) 1 1 Wood C Alin I „ C. 16 oc New (3) I/2 New (2) 14" LVL Existing i I (2) 3/4 x13 " .I „ 1 i I Hdr. Over New Ceiling I i I I ; g ; SEAL- Existing iv Expanded Steel " 8 114- F.G. ' Ill LVL Header SEAL: 16'x8' Overhead I I = 4" I 2'-ll" i ; g p e Batts (R30C) I I I I Garage Door = I Tapered DINING ROOM New Walls \ Existing I I Column I I 3'-6" 4'-O" 4" 12'-O" 4" 12 -0 " " " "Azek" I I ; , ice+ I Existing 9 I g« " 5r_6„ 6" 6 Studs GARAGE `;' FAMILY ZOOM (11" to 1") I I 1 5 1/2" F.G. _ O i i I I FRON PORCH lslrnd " 11 , � III ZI'-0" 141t 14��6" � 4" \° rr 3i�4" PI wd_ " o Batts (R21) 4 1st Floor to Slab Steps 11 I , 1 " „ " New 2x8 ' -� Bluestone Bluest ,e , 1 � Sribfloor " " _ _________________________________ Family Room p i:l Paver �y Existrn 2x8 F.J.. 16 oc I F. _ I6 oc II T ; ,. - I Sill Seal/ L- _____ �--------�--- _ ----- -- I Termite Shield _w ------ Exrstrng �� -- Existrn I <n — I „ I r I Grade/Patio (3) 2x8 (2) 2x6 Sill IE P. Conc. Slab I 4,, , I Existing Girder CRAWLSPACE , (2) 2x6 Pressure - i P. Conc• Blab, Found. Wall Existing Existrn 8" Conc. I Treated Sill Pl, I I I Existing Conc. I t Jab = � l ' , 5/8 Anchor Bolts, Found. Wall Found. Wall S Block ound. Wall on 2 P. Conc. I ' +r I I BASEMENT O 1 1 32 oc w/ I/`f xl/'t I t Foo rng r Cont. P. Conc. Ftg. Slab (3' Blow t- .j r � Square Washers (Typ.) REV.: IF-Lri Grad�Mln.) " New 8 P. Conc. Found. Wall on DATE: SEPT 24. 2013 Existing 14"x8"lab 16"x8" Cont. P. P. Co S Conc. Ft wl 2 g SCALE: 1/4' = I'-O' I __ Keyway (Typ.) (2) #5 Bars 36-6 J Top t Bottom --------------------- ----------------------- _ JOB NO: ru"101303 3,_6" +-0' 251_0„ 6'-O" 1'-6" DRAWING NO. EXISTING ��M I L Y (Expanded (Existing (Existing) (Expanded Porch) Porch) Kitchen) SECTION FRONT #'ORCH/KITCHEN d 114" 1SECT,10N SECTION BB 1/4" = 1'-0„ OF F I N I S H S C H E D U L E FREDERICK SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT REMARKS ROBERT 0 z Z a 1 a v v 0 0 °- 0 `a WEBER v av7 '—° a q m Ge 0 CieU_ Vill u a_ caoc a -' z o < a. co 0 T �; �Im LU - a m z �' ARCHITECT O U) w W O O H ¢ Q U `-) 0 a � a z N �} � w Z 4 d - E' Z F- ca q- z LU fY (X z z t o — r ty Z Z U c= c iO O w `n D `n E3 a m z Q `t U z :~ry � Z w m z } r : Q w X z z W Z z w w z LL z 0 z 0 0 Ir z w w Z p X w w z m FOYER DINING ROOM S POWDER ROOM ai 0 8'-O" 1x6 SMplap, 4'. (Horiz.) EXISTING ASPHALT KITCHEN 8'-O" EXISTING ROOF PL SHINGLES SH ATHING O RR FAMILY ROOM i♦ 8'-O" See Alternate U2 ...t BR 1 0 t1 8'-0' EXIST NG U_ WIC +♦ ! 8'-O" CJ NOTE: ALL PLYWOOD TO LAP TOP WALL PLATES I- BATH 1 0 0 8'-0" Wainscoting (4'-0" Hgt.) IN CONTINUOUS SHEETS GARAGE 1 1 0 0 8'-O" 1x2 SHINGLE MOULDING (ON RAKES) SCREEN PORCH 0 I Irie" Wood Ceding FRONT PORCH � � � � � 8'-4" Wood Ceding ALUMINUM GUTTER W ------ 1x6 "AZEK" FASCIA STAIR r Varies t RAKE BD_ (TYP.) 1—� HALL +1 +♦ i1 8'-O" 1x6 TtG. "BEAD t V 1 O BR 2 � � � � (1 Varie CENTERBEAD", "AZEK" r, SOFFIT W/ 1/2" SCREENED BR 3 Varies VENT STRIP LL BR 4 * 1 1 Varie 1x6 FREIZE BD. (LAP SIDING) BATH 2 0 0 9 8'-O" NEW CEDAR ±LL± I I tY SHINGLE SIDING ROOF: WINDOW SIZE ASPHALT SHINGLES (Match Existing) (VARIES) 3033 FELT 5/8" PLYWOOD SHEATHING COPPER (36" WIDE STRIP OF "ICE t WATER 2ND FLOOR FLASHING SHIELD" s ROOF PERIMETER) NEW FASCIA BOARD/FREIZE HEIGHTS W TO ALIGN W/ EXISTING FASCIA/FREIZE HEIGHTS (VARY OVERHANG TO ACCOUNT 2x8 R.R., FOR VARIATIONS IN WALL THICKNESS 16" O.C. AND ROOF PITCH) ^ NEW ROOF PITCH TO MATCH EXISTING 2x8 F.J., 16" oc EXISTING ROOF PITCH 2x6 C.J. NOTE: ALL PLYWOOD TO 16" O.C. LAP TOP WALL PLATES IN CONTINUOUS SHEETS EXISTING PLYWOOD SHEATHING 6"(t) DRAWING TITLE: EXISTING 2X4 Tl>. TtG. BtCB 2x10 R.R., STUDS PORCH CEILING 140 OC !x6 FASCIA BOARD SCHEDULE 2x8 C.J., ALUMINUM DETAILS BACK 16" OC GUTTER BAND CROWN CROWN CROWN MOu DING MOULDING ON " PROVIDE "SIMPSON" 11x6 TtG, BtCB ALL PORCHES (2) 9 VZ GALVANIZED 'H2" LVL Hdr. "HURRICANE CLIPS" cy c0 1x8 FRIEZE BD. SOFFIT W/ iv ON ALL ROOF I/2" SCREENED � (2) 2x4 TOP WALL PL. - N 5/4x CASING ITYP.) m \ � ___ - VENT STRIP (2) l 112" LVL HDR. (TYP.) - GALV. I I RAFTERS JOB: '- (UNLESS OTHERWISE NOTED) HURRICANE I I 5/4 x 4 Ve RAFTERS CASING O TEARY BD OD 1 I RESIDENCE I I Go Y°o TO POSTEADER 13 I I 50 PEQUASH AVENUE CUTCHOGUE. NY3/4 2 3/ 2�3/43 � _I aW Sr TOWN OF SOUTHOLD WINDOW - ELEVATION _ I I SCT11* 1000- CROWN HEAD 4x4 TREATED POST, I I 3 1 O 3 I O WIN OW SIZEtr ENCASE IN 4" SQUARE Half Full Size Half Full Size (VA IES) ' O AZEK TRIM, STRAP TOP AND I ARCHITECT: °o ANCHOR BOLT BOTTOM (TYP.) GYP. BD. Ar I ` I FREDERICK R. WEBER = I i 41 EAST MAPLE ROAD _ ( I GREENLAWN. NY IM40 "' I I WATER MILL.MY IM 14 IST FLOOR I N FORCHIMAHOGANYIST FLOOR COVE SCREEN t I ` I 2x6 STUDS/ TEL 431 '154-SSSS Note: LO STORM PANELS I ( 5 F.G. FAX 131 211-1084 3/ Where Window Sills - NEW SHIPLAP SIDING (PORCH) BATTS (R21) Occur Directly _ c4 NEW SHINGLE SIDING (TYP.) Above Countertops, cu BACK I/$" 1/ " EXISTING I I 5/8' PLYWD. SEAL: Eliminate Caring and BAND SUBFLOOR NEW 30# FELT _. Extend Backsplash to 3 I/2" 1/4., 1x8 SHIPLAP EXISTING SHEATHING III OAK FLOORING SHEATHING Underside of Sill - EXISTING 2x8 � 303FELT F.J. 16" OG EXITING 2x4 STUDS, 16" o.C./- 3/4" PLYWOODNickel Joint Ar-WOOD SHINGLES NGLES3 1/ F.G. BATTS SUBFLOOR WINDOW WINDOW/ DOOR I - p l TOP OF IST FL. NEW BLUESTONE: , SILL �`�` CASING - TYP . CHAIR RAIL I SUB LOOR PORCH ANCHOR I ` I / BOLT Half Full Size Half Full Size Half Full Size 5f8"x16" A.B., 32" OC 2 F" Wf 2"x2" SQUARE I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I6 C - - STONE VENEER WASHERS (TYP.) GYP. BD. ON ALL PORCHES COPPER TERMITE n I (2) 2x6 TREATS NEW REINFORCED I SILL Pl. opo SHIELD/SILL SEAL P. CONC. SLAB I '11 W/ HAUNCH a GRADE (u u► PIN SLAB WALL SLAB EDGES w/ `- Ili (2) #b BARS, TO 6"x6" 10/10 WWF 45 RBARS o 1 o TOP t BOT., REV.: 00 44 BARS 32" OC COVE 8„ FILL 344 REBAR I ( VERT. DATE: SEPT. 24. 2013 " ► 32" OC I8" CRAWLSPACE ( . 1/4• : N_00 SHOE c<1 V2 1/8 I/$' If I/2 WAINSCOTING P. CONC. I SCALE. (GLUE TO PLYWOOD) PIER ( JOB NO: •201303 1/4 WIDTH AS REQUIRED 1/4 ( O ( O 3/8" PLYWOOD ( ' ' CASING EXISTING 8" CONC. BL. FOOTING ( WALLOR I DRAWING NO. BASEMENT FOUNDATION WALL (3 BELOW ( SECTION l l ON CONT, P. CONC. GRADE, MIN.) 8 BASE .4,r BASE CHAIR RAIL 2 FOOTING (TYP.) o i o MIN. DEPT 3/4" = 1'-0" Half Full Size Half Full Size Half Full Size Half Full Size EXISTING CONC. SLAB OF FTG. L - - - - - - - - - - - - - - 2-STORY 01 0 WALL SECTION STONE PORCH 3/4" = F-O" 3/4" = 1'-01, ao OF A8 SIMP50N LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x b TIE 0 EACH RAFTER FREDERICK F_ tM8120s, NO Speft ROBERT ICE SHIELD UNDERLAYMENT WEBER REQUIRED - 24" FROM EDGE ROOF FRAI ING HURRICANE CLIP PAW to Top Piste(Toeqtaled) 3-8d per rafter 01 TYPICAL. Cer<rtg Joist to Top Pisb(Toe,4"80 3-8d pww ARCHITECT Ceiling Joist b Parallel Railer(Fece4wled) 3-18d each lap ALTERNATE POSITION OF Ceiing Joist tape over ParUlo s(Faossudlsd) 4-16d each lop HURRICANE CLIP USE Color Tie to Rdter(Face-rated) 2-8d per tle SIMPSON H3 Bloddrtg to Baiter(Tosatetisd) 2-8d each and Rim Bard to Railer(Eed"raled) 2-18d each end WALL FRAMING Top Plats to TO PIaM Tace-now) 2-18d ' per hoot Top PNtes at Itrusrsedtor-in(Face-rated) 4-18d joints-esch side 5111PSON H2 HURRICANE Stud to Stud{FaosonsleM 2-18d 24"o c. MST3l METAL STRAP Fkedsrto l leader(F ) 18d 18"mo,dwq edow CLIP NAILED. FROM PROVIDE Sd COMMON a ALL JACK POSTS RAFTER TO STUD. - NAILS a 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plats to Stud(End-neled) 2-18d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2-16d par 2x6 studSHEATHING TO LAP TOP 2-18d WALL PLATES APA RATED PLYWOOD TO UP BoWn Piste to Plow Joist,BwWIoiet,EndjoIst or Bloddrtg(Faoortailed) 2-16d ''2 perlout EXTEND TO TOP OF TOP PLATE. 4 - Sd NAILS FLOOR FRAMING14 M5T31 METAL STRAP Joist 11D SM.Top Pkft or Gkdw Crowealled) 4-8d perjold TYPICAL 9 JACK POST BddgkV to Joist(r0endisd) ` 2-8d each and W MST21 STUDS eb"V 110 Jobt(TO&OW" 2-8d each end w/ 4 - 8d NAILS 948" O.C. SIMPSON MST21 8loddng to 80 or T To*4wA*d) 3-18d each block EACH END - TYP. 1 1/2" WIDE - 12 GAGE Ledger Ship to Beam(Faos40w) 3-16d each joist METAL STRAP 032" OC. Joist on Letter to Bearn(Tooesled) 3-8d par joist ~� FLOOR JOIST MAXIMUM. Band Joist to Joist{End-Faled) 3-16d per joist Band Joist to 8111 or Top Pis4e(Toarteiisd) 2-18d ' par boot DOUBLE TOP PLYWOOD SHEATHING ROOF SF�►THINO (�-- PLATE TO OVER LAP BOX HEADER �-y 2 x 6 916" O.C. BEAM - TOP + BOTTOM. 811ructural Panels Sd 40oa pwirrtetermrts STUDS 51MP50N MT5A IS-Z W/ o'Wsr80ox�edges of (6) 8d NAILS TOP i panel,12"o.&Interior �--I BOTTOM 9 32" O.C. DisgondBard Shestift Of P" 1"x 8"or 1"x 8" 2-8d per support 1"x 10"or wider 3-8d per support CEILING SHEATHING W Gypeum WeEm d sd r edge/w held SIMP50N MTSA 18-Z W/ �(6) 8d NAILS TOP t WALLSHEATHING BOTTOM 0 32' O.C. O Sfruduaa!Panels 8d (see table 3.9) SIMP50N LTP4-Z W/ SIMPSON LTP4-Z W/ Fbarbowd Parcels (6) 8d NAILS TOP E (6) 8d NAILS TDP t 7/18" Sd 7edge Ifrftld BOTTOM 9 32' O.C. FLOOR JOIST BOTTOM 9 32" O.C. 25132" 8d 3"edge 10'Asld NAIL SHEATHING TO SILL PLATE 8d NAILS 9 4" O.C. TOP OF FOUNDATION SILL :.: ;:...,:..::;,:,;.- .;_._:.;::•.. : ._..' sum W*Mxwd edge 10"tisk) DRAWING TITLE: (SHEATHING TO LAP S LL PLATE) - 3. M :�'�' �'1=' �:s•: ,: '. see table 9 REBAR P _ - _ '•S. - - . - -- : '- „ _ - :: ,;;•. ^: 1 w Panels ne� is R/ (we a is )(2) 2 b SILL PLATES CODE DETAILS Shoofft Diagonal BoardC0PPER TERMITE SHD ACO TREATED w/ SILL SEAL (TYP.) per Support 8"or1w x8" 28d xIb A.B. a2 OC 1w x 14"ard Persupport FOUNDATION DWGw/ 2Nx2Nx3/lbN WASHER. FLOOR SHEATHING DESIGN/REINFORCING (HOT DIPPED GALV. OR STAINLESS STEEL) ISOLATE WASHER FROM Structurd Panels SECTION SILL PL W/ FELT STRIP 10 ELEVATION wmwvm1" 10d fr ecte;Irit Diagonal Board Sheathing JOB: HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1"xs"or,"ide 2-ad � RE51DEY 1"x10"orwtder 3-� i� RESIDENCE 1 NrMV m**mnwft aro based on wal loathing naiad 8"on-osrMsr at tto parte)edge.if wal sheathing is Haled 3"ort-osnM at tits panel edge to obtain hVw~capeolies,no"mquinemenis icor gyral members shah 6&30 PEQUASH AVENUE PROVIDE 8d COMMON NAILS 9 4" O.C. be doubled,or allernsfe ac - -a can - r such as shear pistae,dal be used to nwk t in the lad pelh. CIJTCHOGUE, NY AT ALL HIGH PRESSURE ZONES 2Whsn wall shaalhhV Is cordinuous over coinneclednwrim the b bjkbd number of nab shat be penttittsd to TOWN OF SOLITHOLD NOTE: HIGH PRESSURE ZONES ARE ALL AREAS be reduced to 1-18d nal perloot. 9CTMs 1000- 4'-O" FROM ANY RIDGE. HIP OR GABLE END Ne.Rev Gell.Rod Ova Now kvm Pact ARCHITECT: FREDERICK RN WEBER tun ftch%w P100 - -- - OVer w"' AdAw < a GREENLAWN, MY 111140 { _ 1 62 NOYAC PATH R 1 DESIGN CRITERIA: WATER MILL, NY 119't& I sw Darr OVeft Red GROUND SNOW LOAD - 30 PSF. WEATHERING - SEVERE TEL 631 154-6665 �s " FIRST LEVEL - 40 PSF. L.L_ FROST LINE DEPTH - 36" FAX 631 261-1084 I I/4 x 20 GA. GALV. STRAP I I/4 x 20 GA. GALV. STRAP w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY EACH END alb" O.C. EACH END 915" O-C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: WIND SPEED - 120 MPH 1 1/4" x 20 GA. GALV. STRAP 1 1/4' x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES w/ 5-8d COMMON NAILS TO w/ 5-8d COMMON NAILS IN SAO."Rwv �dj FDN. 916" O.C. EACH END 914' O.C. _ DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DE51GN METHOD. Ovalq RaFi 1 Ova*Rod 2'-0" MAX. Tt--------------------------------------- - - - - - - - LAZED OPENING N«Wo ft A sae Red — REV.: ova Nr 8"'"Pratt PDM 2'-0" MAX. _ _ = _ __:-__ -_--__ DATE: SEPT 24. 2013 - - - - -- - -- - 2 - 8d COMMON NAILS TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE: AS NOTED PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM ZPROVIDE 8d COMMON NAILS 9 4" O.C. E 1996 AND OF ASTM E 1885 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: v201303 AT ALL HIGH PRESSURE ZONES RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS �I OF 1/I6" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING ROOF FDL A I Y NOTE: HIGH PRESSURE ZONES ARE ALL AREAS 40 FROM ANY RIDGE, HIP 0R GABLE END PROTECTION. ATTACHMENTS SHALL BE 2 1/2" #8 WOOD SCREWS, 16" OC DRAWING NO. FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN G' AND 8' GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD. Q O COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR OF AS ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER ELECTRICAL �O T � S : �W.P. DUP.REC.-WATERPROOF GFf DUP.REC. GROUND FAULT I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. DUP.REC.-FLOOR ARCHITECT�] 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. DUP.REC.-(I)SWITCH OPER. 4- ELECTRICIAN TO SCHEDULE WALK-THRU WITH OWNER PRIOR TO BEGINNING WORK. SPECIAL OUTLET 5- OWNER SHALL CONTRACT DIRECTLY WITH ALARM CONTRACTOR TO PROVIDE SECURITY SYSTEM. LOW TEMPERATURE, SMOKE AND WATER DETECTORS IN A CENTRALLY MONITORED SYSTEM. b- ELECTRICIAN SHALL PROVIDE HARD WIRED CARBON MONOXIDE DETECTORS, TELEPHONE JACKS, CABLE TV/COMPUTER CONNECTIONS AND SPEAKER WIRING AS SHOWN. SPEAKER WIRES TO BE "HOMERUNS". SURFACE MTD.-CLG. 1- ELECTRICIAN TO INSTALL SURFACE MOUNTED FIXTURES INCLUDING PADDLE FANS, PENDANTS, CHANDELIERS, ETC. 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE, P SURFACE MTD.-CLG. (Porcelain) 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. - RECESSED-CLG. 1-O WALL MOUNTED C DUP. FLOOD ELECTRICAL FIXTURES : TRACK LIGHT OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): i- CHANDELIERS C! E LIGHT 2- PENDANTS/TRACK LIGHTS 0SHOWER LIGHT (Wet Location) w) C� UNDERCAB. FIXTURE 3- WALL SCONCES 4- SURFACE MOUNTED CEILING FIXTURES 5- ALL DECORATIVE EXTERIOR FIXTURES ® ® DOORBELL/CHIME 6- PATH AND P05T LIGHTS l- PADDLE FANS El EXHAUST FAN ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: " PADDLE FAN I- ALL PORCELAIN FIXTURES r --------------------------------� �"� 2- ALL RECE55ED INTERIOR AND EXTERIOR FIXTURES ("HALO"). HOU5ING t TRIM (White) I 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS- -4- I 4- UNDERCABINET KITCHEN FIXTURES PADDLE FAN / LIGHT t ❑ ATTIC FAN o - -Hese------- ----------- --�\ SPEAKER Bib ------ I D TELEPHONE 1--- 1 IC_ O CABLE VISION Gfl O t I - T-- ---- � GFI � GF © COMPUTER (Cable t Phone) (24 -QQ-' ; DW ; L� I ; , ; ; I u► LIGHTW/ HEAT/FAN/NIGHT LIGHT THERMOSTAT W FAN/LIGHT L -;' ' III Existing Electrical 4 t-` I i , t _ ' II I GI1 ❑ 0 14 SMOKE DETECTOR to Remain Unless 1.... Oco CARBON MONOXIDE DETECTOROtherwise Noted — Ff SWITCH I 1 1 Ref. __-- ' ' a I 1 $ 3 SWITCH 3-WAY $4 SWITCH 4-WAY SWITCH W/ DIMMER J i--- - - I - --r-- D Relocate 1 I, , � , $w SWITCH WATERPROOF DRAWING TITLE: Switch as ' ` Required j ii iii ' i ; ��' JS JAMB SWITCH 4 3 ti=====i� ELECTRICAL KEY PAD IST FLOOR EX EXISTING ------ ------ t Wo/ " N Mlcr -- -�_-- CO D L---------------- -�--- � GFI t 4 $D "' `" Relocate JOB: Switch as Required O'LEARYRESIDENCE II i i I ; Existing Electrical Existing Electrical to Remain Unless E Remain Unless Otherwise Noted Otherwise Noted I 1 5430 PE42UASH AVENUE I 1 CUTCHOGUE. NY Chandelier I I Wire New Thermostat 1 I t Zoning Damper for TOWN OF SOUTHOLD 1 I r 2nd Floor "Spirt" Air- 2nd SCTMS 1000- Power/Control Conditioning System, Wiring for New ExisLr , , (Existing Thermostat on ng verhead Door I I Ist Floor to Remain) L�______________ ___-__-___-__-_ to Rem ai Unle s ARCHITECT:--------- ---------------i----- Otherwis Not PREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11'140 52 NOYAC PATH I I WATER MILL. NY 119'14 I I Ow.P. w.p. p TEL 431 154-5555 I I I PAX 431 241-1084 I I II I I SEAL: 01 ------------------------------------------------- rr It ------- � II K I I i III _____ t ------------- ------------- -------------- APPLIANCES : IOLA OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION it ALL UTILITY CONNECTIONS BY CONTRACTOR I- RANGE: (6) BURNER DUAL FUEL. 34% BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC 2- WALL OVEN/MICROWAVE: DEDICATED/GROUNDED CIRCUITS 3- KITCHEN HOOD: SL"Wx18"Hx24"D, 900 CFM 4- REFRIGERATOR/FREEZER: "SUBZERO", 48", DEDICATED/GROUNDED CIRCUIT 5- DISH WASHER: 6- WINE COOLER: UNDERCABINET, DEDICATED/GROUNDED CIRCUIT ELECTRICA R /'� J� DATE: KEPT Z4. Z013 FIS T F L V OR PLAN � SCALE: 1,4' -0' PLUMBING NOTES . JOB No: X01303 I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS, DRAWING NO. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CL05ET5 SHALL BE CHROME PLATED BRASS. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL NEW H05E B155 SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. OF EI