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HomeMy WebLinkAbout30635-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31177 Date: 09/26/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 50 OAK RD NEW SUFFOLK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 117 Block 2 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 10, 2004 pursuant to which Building Permit No. 30635-Z dated SEPTEMBER 15, 2004 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 & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5447 DATED 1/8/04. The certificate is issued to EFFIE L MOORE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2058538 06/17/05 PLUMBERS CERTIFICATION DATED 06/15/05 CUTCHOGUE EAST P&H Authorized Signature Rev. 1/81 0—Wil HN2 For .6 EI_:�,;.0" �/✓��� TOWN o F SOUTFtt11.t) y ASG BUILDING DEPARTMENT 6 �/ TOWN HALL 1 3 q 4ojr� 765-1802 c1� APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: r 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 fort). 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 I. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00. Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00, 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 6os� New Construction: Old or Pre-existing Building: _ y _(check one) Location of Property -1516 0Rd /1, —rd2 � House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section �� l Block �1i Lot _ O Subdivision AIA Filed Map. Lot: Permit No. Date of Permit. Applicant:_ Health Dept. Approval: _Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) FSubmitted: $ -ii�1 , OL3rL3r3rJ�L3rcnrlL3r@J �rJ@ncn cn r��n rJ� rJ�r� �nrn rJ�rJ� cncnrJC3o 5 BY THIS CERTIFICATE OF COMPLIANCE THE ` ck 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 JIM SAGE ELEC. INC. DARBY MOOREP.O. BOX 38 50 OAK ST 5 G EEN ORT, NY 11944-0038, NEWSUFFOLK, NY 11956 5 Located at 50 OAK ST SOUTHOLD, TN, NY 11956 5 c5 c� Application Number: 2058538 Certificate Number: 2058538 Section: Block: Lot: Building Permit: BDC: ns11 c7 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 55 ..������... First Floor, Second Floor,Attic, 55 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 17th Day of June,2005. 5 5 Name QTY Rate Rating Circuit Type 5 5 Miscellaneous 5 2nd floor addition 5 5 Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 2 0 Smoke 5 5 Wiring and Devices 5 COutlet 9 0 Fixture 5 5j Fixture 9 0 Incandescent 5 Outlet 16 0 General Purpose 5 Receptacle 8 0 General Purpose 5 5 Switch 10 0 General Purpose 5 5 Paddle Fan l 0 5 Receptacle l 0 GFC[ 5 5 5 seat 5 I of 1 �C 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 D L3rL3rL3rJ 3rC3 r rL3 rPL3rL3r3 L3rL3r.r3 p T twn yeti, 33045 Main Road � Fax(316` 766-1823 F. 0.Sex 1179 YaieQngna(5989 7tW180P Whoks, Ya„r York 11971 zra'r OFFICE OF THE BUILDING INSPECTOR TOWN Or- SOUTHOLD Building Permit No. owners .,,.. ( Pr. nt} P)umbers .�4c � Vrft► ?� �` CcJ�C �CS •''e L QST (plee,ea print.) X certify that the tmcld4r used in the water tt:tpply 3yete m containe lean than 2/10 of 1% lead. I (1? u rn.rmgj,L,,turF. SUSAN J.NAGY Notary Public State of New York No.4&96735 1worn to before mw shim commission Expires MaCouy ��J`� day of ..,...,,.�L. �= Notary Public. �_,____ county Albert J. Krupski,President �arsF sooTyo Town Hall James King,Vice-President 53095 Route 25 Artie Foster ,If, # P.O. Box 1179 Ken Poliwoda T Southold, New York 11971-0959 Peggy A. Dickerson �O Telephone(631) 765-1892 CO Fax(631)765-6641 Flq ep 2 2 2005 i ` BOARD OF TOWN TRUSTEES I L--- TOWN OF SOUTHOLD L CERTIFICATE OF COMPLIANCE # 0059C Date Sept. 15, 2005 THIS CERTIFIES that the second-floor renovation of the existing dwelling At 50 Oak Rd. , New Suffolk Suffolk County Tax Map # 117-2-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 6/16/03 pursuant to which Trustees Permit# 5783 Dated 7/23/03 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 renovation of the second—floor of the existing dwelling The certificate is issued to Darby Moore owner of the aforesaid property. gii _ Biu or' ed ►gnatu e FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30635 Z Date SEPTEMBER 15, 2004 Permission is hereby granted to: EFFIE L MOORE PO BOX 515 CUTCHOGUE,NY 11935 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEES AND ZBA WITH FLOOD PERMIT AS REQUIRED. at premises located at 50 OAK RD NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0002 Lot No. 001 pursuant to application dated SEPTEMBER 10 , 2004 and approved by the Building Inspector to expire on MARCH 15, 2006 . Fee $ 250 . 00 Qzeddhor ORIGINAL Rev. 5/8/02 APPEALS BOARD MEMBERS Southold Town Hall Ruth D. Oliva, Chairwoman �� � 53095 Main Road Gerard P. Goehringer c s P.O. Box 1179 Lydia A. Tortora 0 • Southold, NY 11971-0959 Vincent Orlando y p! Tel. (631) 765-1809 James Dinizio, Jr. ��! # �p Fax(631)765-9064 hitp://southoldtown.northfork.net BOARD OF APPEALS FINDINGS, DELLIIBERATTIONSAND DETERMINATION IN MEETING OF JANUARY 8, 2004 Appl. No. 5447 - DARBY MOORE Property Location: 50 Oak Road, New Suffolk; Parcel 1000-117-2-1. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 27,612 sq. ft. parcel is a corner lot with 207.01 ft. frontage along the south side of Oak Road and 162.42 ft. frontage along the east side of Grathwohl Road in New Suffolk. The property is improved with a 1Y: story stucco house situated 23.6 feet from the westerly front lot line, at its closest point, and 63.3 feet from the northerly front line, as surveyed by John T. Metzger, L.S. January 6, 2003. BASIS OF APPLICATION: Building Department's September 24, 2003 Notice of Disapproval, citing Section 100-242A, in its denial of a building permit application for proposed additions and alterations at less than 40 feet from the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on December 18, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct interior alterations to the existing dwelling and a proposed second-floor dormer addition, as shown on the site plan and floor plans prepared by Thomas C. Samuels, R.A. dated 10/15/03. (The proposed screened-in porch shows a proposed minimum 40 ft. front yard setback to meet the code requirement.) REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the area variance will produce an undesirable change in character of neighborhood or a detriment to nearby properties. The new dormer addition on the second floor, shown on the 10/15/03 floor plan prepared by Thomas C. Samuels, R.A., measures +-32' feet by 247. The dormer will be recessed 6.2 from the existing face of the existing residence to the face of dormer, which will be blend into the architecture of the present rooflines, without visual attention from the s Board Of Southold Town Trustees + SOUTHOLD, NEW YORK v y PERMIT NO. DATE: .July 2.3....2.0.03 ISSUED TO . .. MOORE :c� � ,�ixtl�vri�tttinn Pursuant to the provisions of Chapter 615 of the Laws of. the State of New York, 1893; and Chapter 404 of the Laws of the . . State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;•...'. and in accordance with the Resolution of The Board adopted at a meeting held on .�uly....2.3....... 2.003........, and in consideration of the sum of i; paid by Samuels -;i&•Steelman-Architects o'n'behalf..of'.DAYby 'i4fo'o"r'e'' ' of .......;: aatcl o$ue.,....... .. .............................. N. Y. and. subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: v ' Wetland permit to renovate existing residence with new proposed interior renovations,partial ' second floor addition and new screen porch subject to drywells and gutters for run off approved + site plans stamped and dated January 6,2003 prepared by Thomas C. Samuels. all in accordance with the detailed specifications as presented in the originating application. •T IN WITNESS WHEREOF, The said Board of Trustees here- ,• by causes its Corporate Seal to be affixed, and these Presents to be subscribed by a majority of the said Board as of this date. s ter i Jz / Trustees "�"` `� ✓ t New York State DeparRnent of Environmental Consurvation Division of Environmental Permits, Region One Adk Building 40- SUNY, Stony Brook, New York 11790-2356 gable Phone: (631)444-0365 • FAX: (631)444-0360 14 Website: www.dec.state.ny.us Erin M.Crotty Commissioner Letter of Non-Jurisdiction - Freshwater and Tidal Wetlands Acts August 25, 2003 Darby Moore P.O. Box 515 Cutchogue, NY 11935 Re: Moore Property 50 Oak Street New Suffolk, NY 11956 DEC# 1-4738-03197/00001 Dear Mr. Moore: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: Yourproperty,located at 50 Oak Street in New Suffolk,NY,SCTM#1000-117-02-01,is more than 100 feet from regulated freshwater wetlands,and is located landward of a functional and substantial man- made structure (a paved road) greater than 100' in length, constructed prior to 8/20/77 as shown on NYSDEC Tidal Wetlands Map# 712-540. Therefore, no permit is required under the Freshwater Wetlands Act(Article 24 of the Environmental Conservation Law); in addition, no permit is required under the Tidal Wetlands Act (Article 25 of the Environmental Conservation Law). Be advised that all construction,clearing,and/orground disturbance mpst remain more than 100 feetfrom the freshwater wetland boundary. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Freshwater and Tidal Wetlands jurisdiction which may result from your project. Such precautions may include erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Mark C. Carrara Permit Administrator cc: Samuels & Steelman Architects BOH BMHP hod,kOF SOUryo6 UN TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C14- DATE 14-DATE ��/��s INSPECTOR ho��,oe souryo6 e TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE A CHIMNEY [✓ ] FIRE SAFETY INSPECTION REMARKS: Ail DATE S� �� �� INSPECTOR . �o FF SO(/T 3 6 0 � 3 � 0# coum TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND P<INSULATION 1(?e- ; [ ] FRAMING / STRAPPING [ J FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L4- TC DATE ��� INSPECTOR NOF SOUTy� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ J FIRE SAFETY INSPECTION RE ARKS: td- DATE dDATE ��� '�� INSPECTOR ` 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE /s_ �� INSPECTO� TOWN OF SOUTHOLD PROPERTY RECORD CARD t. iER STREET VILLAGE DISTRICT SUB. LOT rn I've W '/ #/s- jC FORMER OWNER N E ACR E 3l S / � CSO / U 'r WGy-1 f�jwa`J �/ d C1, TMPEOFBUILDING / �y � < 2 210 SEAS. VL. FARM COMM. I IND. ' CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 0o 40 3300 `1 �a� + 0 re,s AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD X60 df Gia tb20%/ .peed Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland Brushlan= House Plot Total S � _ y ��`, . ,�: - +�•,�' �ISI Ji• V • 40 �I i I M. Bldg. 2(� �( 3 ([ G' /rFoundation Both xtension - r_ y Basement / Floors xtension _ r F k' YG (f Ext. Walls u Interior Finish Arolnee -xtension $—�— —~ Fire Place Heat r/ J' Porch Roof Type — Porch Rooms 1st Floor 3reezeway Patio Rooms 2nd Floor ;a B. C Driveway Dormer �. B. a7 FIELD INSPECTION REPORT DATE COMMENTS � m S FOUNDATION(1ST) liv — ------------------------------------- FOUNDATION(2ND) — z o = ROUGH FRAMING& JC PLUMBING ZZ 0 crn INSULATION PER N.Y. — STATE ENERGY CODE Z N a FINAL (ll ADDITIONAL COMMENTS ,O (T) Z r w � a =� z x 1 � d TOWN OFSOUTHOLD 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 Budding Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-95022 Survey www. northfork.net/Southold/ PERMIT NO. 3 OK 3 Check Septic Form N.Y.S.D.E.C. L! Trustees Examined ! / ,20_ Contact: Approved / ,20� Mail to: Disapproved a'c_ Phone: Expiration ,2 But ng p or A AP ICATION FOR BUILDING PERMIT S�? Date V/0 20_e#INSTRUCTIONS a. This0plica6o T be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, acdumM 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. �t•GG�iC� (Signature of applicant or name,if a corporation) (Mailing address applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises c- a2029 E (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 4� G0(9007:eCz'1//CS Plumbers License No. W,4y1Ve 4-1,fiV6.- Electricians License No. 6OUT-eiv-10 Other Trade's License No. 1. Location of land on which proposed work will be done: ,So oftK RoftD Al&W cSr1FFflGA,- House Number Street Hamlet County Tax Map No. 1000 Section // Block ©'L Lot C7 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy AlAle-!,6 &6%rQg7VC er b. Intended use and occupancy �S9f7J 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 6-0, ')�00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units av6 Number of dwelling units on each floor If garage, number of cars B.vE-- Z9cr-GreAto 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front o244 «, Rear 24F �• Depth SFO At, Height 25 ft, Number of Storied Dimensions of same structure with alterations or additions: Front 014 Ice. Rear Ffz, Depth /10 AE. Height '�J /�-f. Number of Stories /K2- 8. Dimensions of entire new construction: Front Depth Height Number of Stories 9. Size of lot: Front Q? /Z, Rear 450 r—f, Depth /5b Ar, 10. Date of Purchase Name of Former Owner tMey V 470cleE 11. Zone or use district in which premises are situated k- 4-0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO ✓ 13. Will lot be re-graded? YES_NO / Will excess fill be removed from premises? YES_NO 14. Names of Owner of premises&tW7 e§j2=E Address I['A �JG u K Phone No. 3 - a f09 Name of Architect Qd&ILU F Vfc210!/hi1/ Address CUrC(f06V1F Phone No173tr (F Name of Contractor—/P/.4vAddress ScYl77040 Phone No. "'66- 505& 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES I 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 V 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. STATE OF NEW YORK) ISS: COUNTY OF .T�71 ) _ 7k-'t'n' s being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ARche Zee 7- (Contractor, (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 10 day o�ff -S Wjtt 20g)�_ Notary Public Signature of Applicant PATRICIA RICHARDS Notary Public, State of New York No. 01R16042467 Qualified in Suffolk County Commission Expires May 30, 200 Dlp Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Id Data filename: Untitled.rck PROJECT TITLE: RENOVATIONS TO THE MOORE RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 09/10/04 DATE OF PLANS: 8/27/04 PROJECT DESCRIPTION: Renovate existing attic into new Master Bedroom suite DESIGN ER/CONTRACTOR: Samuels& Steelman Architects COMPLIANCE: Passes Maximum UA= 129 Your Home UA=97 24.8% Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling I: Flat Ceiling or Scissor Truss 576 30.0 3.5 18 Wall I: Wood Frame, 16" o.c. 872 19.0 2.0 44 Window 1: Wood Frame:Double Pane with Low-E 44 0.330 15 Window 2: Wood Frame:Double Pane with Low-E 16 0.330 5 Window 3: Wood Frame:Double Pane with Low-E 7 0.330 2 Window 4: Wood Frame:Double Pane with Low-E 38 0.330 13 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder,Designer Date �� REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Software Version 3.5 Release Id DATE: 09,10104 PROJECT TITLE: RENOVATIONS TO THE MOORE RESIDENCE Bldg. Dept. Use Ceilings: [ ] I. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity+R-3.5 continuous insulation Comments: I Above-Grade Walls: [ ] I. Wall I: Wood Frame, 16"o.c., R-19.0 cavity+ R-2.0 continuous insulation Comments: I Windows: [ ] I. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E. U-factor: 0.330 For windows without labeled U-factors, describe features: # Panes_Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: [ ] 3. Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes Frame Type_ Thermal Break? [ ] Yes[ ] No Comments: [ ] 4. Window 4: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: # Panes_Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: I Air Leakage: [ ] Joints, penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. • [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams,and connections must be securely fastened with welds,gaskets, mastics (adhesives),mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturers instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code .as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table I. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying Fluids above 105 °F or chilled Fluids below 55 OF must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) Up to I" Up to 1.25' 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts I"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 20l?50 1.0 1.5 IS 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) OAK ROAD SITE DATA FG SCTM # 1000-117-02-01 5'13.21'00"E 0.5'N _ FENCE 4.5�w PROPERTY: 50 OAK ROAD MON —' —' 0.6'N X NEW SUFFOLK, NEW YORK 11956 -� X----------___. 270.011 -X OWNER: DARBY MOORE n P.O. BOX 515 CUTCHOGUE, NY. 11935 r X TEL. # o o p d Z Q7 SITE: 27,612 SO. FT. = 0.634 AC. Y AREA O z rn W X ZONING: R-40 z I1- D I FLOOD: X / AE (EL.8) W rn N ZONE I m Q I909 UTIL TY LINE OF 40 FT. SET ACK SURVEYOR: PBOX SURVEY W B POLE ' P.O.23307 TRAVELER STREET F.. NYr M7'j o J')(\GJ � ��{\qX ICENSE # 49618 1171 O p,SPHA DATED: JAN. 6, 2003 F - z w \ . \ X Ia LOCATION MAP > w w O Y EXISTING Z J CONCRETE RET. WALL WOOD RAMP w I r6 ; I i O \ -jX y' +" W LL EXI5TIN6 VI nye ' + ;.LLl oU. \ CONCRETE EX15T1 NG EX. CONCRETE 1 1/2 STY. m o lI'w Y r O \ STUCCO HSE. I ' E Z SITEL &' ATIOV 1i-, , ➢ ...to Arm- 06 Z 4 1 �h u. . U) a . \ �o ZONE X � .yooe \ Q FE I K W J .{yZ3Q ° \ ZONE AE \ ?Oy 3.2w 2 to •Vaza APP/R'�OV�EE'`D AS NOTED a N zp �i I DAT( �B.P. d� RETAIN STORM WATER RUNOFF 2 w • N U It g 'G PURSUANT TO SECTION 45.100 Q 5 \ FEE: ?) By; OF THE TOWNCODE. �m \ I W 765-102 DEPARTMENT 4PNTO THE l/1 U) • vm R FOLLOWING INSPECTICM . \ \2s I. FOUNDATION - TWO RIEOUIRED Ile FOR POURED CONCRETE PLUMBER CERTIFICATION \ w 2. ROUGH - FRAMING & PLUMBING ON LEAD CONTENTBEFORE 1 s. INSULATION CERTIFICATE OFOCCUPANCVuew Ly 4. FINAL - CONSTRUCTION MUST \ \ I BE COMPLETE FOR C.O. SOLDER USED/N WATER airy^ z ALL CONSTRUCTION SHALL MEET THE SUPPLYSYSTEMCANNOT ., �4 REQUIREMENTS OF CODESTHE NEW STATE. RESPONSIBLE EXCEED 2110 OF 1%LEAD DESIGN ORCONSTRUCTIONSIERRORS. CERTIFICATION OF \ ,AA NAILING & CONNECTIONS a\ COMPLY WITH ALL CODES OF REQUIRED.NEW YORK STATE& TOWN CODES PROJECT NO: m AS REQI�IRED AND CONDITIONS OF UNDERWRITERS CERTIFICATE 0301 �� N 13°21'00"w N / SOUTIOLDTOWNZBA REQUIRED-- DRAWN BY: SOUTHOLDTOWNPLANNINGBOARD RJB I UT WEST G \ -c� urIL1T�, �3 PLUMBING I" POLE 150-51, (ACTUAL) SOUTHOLD TOWN TRUSTEES ALL PLUMBING WASTE CHECKED BY: TS NYT Nib 750.871 (DEED) -� N.Y.S.OEC TESTING BEFORE COVERING&WATER LINES NEED N 10 / F FRANK P. GOPIUS JR. DATE: 8127104 OCCUPANCY OR ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF TH,06 SCALE: USE IS UNLAWFUL CODES OFNEWYORKSTATE,, 1^ = 10'-0" WITHOUT CERTIFICATE SHEET TITLE: OF OCCUPANCY SITE PLAN CroonzoxC-L/A- _ COMPLY WITH CHAPTER '46' SITE PLAN FLOOD DAMAGE PREVENTION SCALE: 1" = 10'-0" SOUTHOLDTOWNCODE. SHEET NO: 1 B 6 B 6 EXISTING FOUNDATION W T ALLS I Lu I I I I z EXISTI I FO NDATION W NO WORK ON UNFINISHED BASEMENT LEVEL Lu L= Y A I I A 6 I6 r Ocj) W 2X6 PLATE SET ON ' Z I I LOWER ROOF - - ` -NEM 2X& I BUILT Y TOP OF NEW ROOF go ON —_ ...I --_ U.O EXISTING OIL LL - — TANK I N I > w- - I all, 173 7 M t� PIA Z LV in WO ROOF PLAN FOUNDATION O PLANSCALE: 1l4 = 1 -0 4 ' NEW DORMER M/2H6 FRAMING M/INSULATION, EXISTING WALL FRAMING MAEW INSULATION INTERIOR ! EXTERIOR FINISNE` B / INTERIOR FINISHES B 6 5'-6" I'-O Z • EX (D)-4X6 MIN. HDR. ----��44— (S)-2 HDR o a NEW A 00A W J , j z x N - m EXIST WALL = U = W LL FINISHES TO REMAIN - BATH EXIST. FLUSH HEADER, i o Y O MACH STRONG BACK W • u 2X6 G.J. • Ib' O/G ' Ex ABOVE III _ PROVIDE (2)-2 JACK �• Z,,,. OMI6 CBEDROOM � �� Irl; - J Pol to fA MA5TER BEDROOM —, E% SH ON NEwFR�i,Mliu ii REFINISH srING v I WOOD FLOORS I ry E II FLOOR EEXXISr Fl EX 'r CASED 3'-O" " 2' 41 n INFILL FLR. TO A i OPBIINGI iv N A MATCH EXIST. EX I�_T„ HALL I I NFA NTED GYP, Bp 2X4L W/ EX ry v 6 I1- _ 5 II -a' 20 NEW RAILI D STAIR ! E OF FLAT CEILING __- < - HDR. 102 ---_— -----� NEW TRIPLE (5) 2x8 FAINT ;r ry / CEILING JOIST TO Be �. FINISH eTyP P. BD. = RE-U5E E%15T. DOOR - _ R/ LAVED IN FROM ABOVE. SHELVES II 3T I DO NOT DISTURB PLASTER CEILING BELOW If ---_ = / PROVIDE (B)-2X8 STRONSI AT 801TOM ;� NEW WOOD STAIR ! RA- I !p N w OF WALL TO SPANFROM NEW TRIFLE BEAM RAILING III CLOSE il ---- H L 3.a n arAIR — — a O�F1� KITCHEN C. P O STORA6E Ex — DINING FROOM \!x - EXIST FINISHES 0301 Poll \ TfOSREMAIH FLOORING _ry S IR TO REMAIN Exlsr. RAWN BY: II 4" A -__ -- l PINISHE REMAIN TCS f WALL II IDN 205 ,_I „ ---- . 71 Co II - -- — _— o --- DATE: — L JL LII.LLiLLI - -- EX ` 8/27/04 REMOVE EXISTING 5HI S. D PROVIDE NEW ASPHALT F SHINGLES ON 30, BLDG. PAPER ON 4�� 4.. 4., — Ex EXISTING Ex EX 1/4" = 1' - 0" EXISTING ROOF DECKI EXISTING ROOF RAFTERS RAMP DECK SHEET TITLE: 5'-q_ b'-5" �'_ 2 19'-✓2" TO BE GUT OR REPLACED REMAIN TO FIT NEW HAL FLOOR PLANS SECOND FLOOR PLAN FIRST FLOOR PLAN L / - SHEET NO: L 6 1-I y z EXISTING MA50NRY CHIMNEY PROVIDE .4s/�' �4" _ -- _L CONNECTIONS (rYPJ - - h- L_ NEW WINDOWS. PROVIDE - _-_ METAL ORIPCAP (TYPJ r_ CEDAR SIDING ON 150 BLDG, PAPER ON 5/6" _❑--- _ -_ _--" PLYWOOD SHEATHING ON — L : ❑ ❑ ® t }_— 2X6 FREIE - - NEN WINOOWS W/ TRIM TO - -' MATCH EXISTING. - - PROVIDE METAL 12 _ _- _ __ _- ii P ORIPCAP -- -- - - _ 10'� . EXISTIN6 CONC SrW.00 TO REMAIN, PATCH REOYINED AT NEW WINDOY6 _ __ r - - - - - - -❑ - - - = = Y �® ® Opo S • EX ® ® r r 2 1 :.. E% O EX Cl) � W EXISTING WOOD RAILING --J- : 1 .. LL O J LL .. ., ', 5A5EMENT v A W EXISTING OOD RAMP TO REMAIN O W BEYONB POND� Z Z I I II I � I r1---------J--- ------------------- rLO '---------- ---------------------------------"------ - ----------- ------- ----- ------ -------- -- ------J O SOUTH ELEVATION NORTH . ELEVATI N SCALE, 114 - 1 -0 L - PROVIDE IOW RIDGE - LT VENT -�- I 1 NEW ASPHALT SHINGLES °6 Z ON EXISTING STRUCTURE I96 PRE-PRIMED FINGER _ - __-- NEW ASPHALT ROOF SHINGLES ON SOM JOINED PINE FASCIA _— _ ___ —_ -__-_--__—_.-. - BLDb PAPER ON 5/0' PLYWOOD SHEATHING --- _ —_ _ _ x J �• o z , Y � __ `-= 2X0 ROOF RAFTERS s 16' O/C _ F o O 3 IX6 PRE-PRIMED FINGER - ---_ - _- --.- -_. - _— ---_ - W J• z w JOINED PINE FREIZE BD. - -- IX6 PRE-PRIF¢D�FINGER < ' PROVIDE METAL - . _ _ - - —I-W JOINED PINE FASCIA 2 W FLASHING AT WALUR,OOF - -._ _ -__ -- y CONNECTIONS - - —_—__ - ® ® ® _ Q H-• ry IX6 PRE-PRIMED FINGER JOINED PINE FREIZE BD, 7u) y C _ _ _. __- r n J s EX EX EX EX EX PROJECT NO: Ll I - - -, - r DRAWN BY:0 RJB1 ❑❑❑❑ ❑ 8677....0 08.67.e.... ..aT::ve' r rCHECKED ❑❑❑ ❑❑❑ ' TC9 5ASEMEDOOR NT EXISTING cores RET RETAINING Lh-: 4 BEYOND ❑❑❑❑❑ ❑ HALLS L 114" = 1'-0" ❑❑❑ ❑❑❑ " SHEET TITLE: � - � -----------------------------------------fir L----------------------------------- --------J L J EXTERIOR ELEVATIONS EAST ELEVATION WEST ELEVATION SCALE: 114" = 1' -0" SHEET NO: ri3 T C M b fl O NOTE : PROVIDE HURRICANE CLIPS AT ALL NEW RAFTER/PLATE CONNECTIONS. ALSO PROVIDE HURRICANE CLIPS ON EXISTIN6 RAFTER/PLATE CONNECTIONS WHERE ACCESSIBLE LLI z uj Lu PROVIDE NEW RIDGE Q VENT 2X4 HAN6ER5 ® - O 48" OIC - 2X8 G.J. ®I b' O/C W/R-30 BATT INSULATION ui w (2) 2X8 STRONOBACK 4„ - - Z z T NEW 2X10 ROOF RAFTERS Y -_1 NEW 2X10 ROOF RAFTERS / \ �7Sr ® Ib" O/C W/ 5/8" O J a Ib" 0/6 W/5/8" PLYWWOD \ i 7 =_z PLYWOOD SHEATHING 30# LL SHEATHING W/50# BLDG. ' BLDG. PAPER AND ~ LL PAPER AND ASPHALT / \\ ASPHALT SHIN6LE5 Q SHINOLE5 / , fn CEDAR SHINGLES ON 15# PROVIDE HURRICANE CLIPS ALL uj BLDG. PAPER ON �/a LR raP PLare _ RAFTER/PLATE CONNECTIONS O W IXb FINGER JOINED Z Z PLYWOOD SHEATHIN6 ON _O" __ __— ... . _ PRE-PRIMED PINE INSULATION ION A D FAINTED 1 LI PROVIDE LINEAR VENT IN I r l \2X& FRAME "-Icq BATT -O" ti O GYP. BD. FINISH El =`=L-{ F LL -�lf - - C1 J SOFFIT (TYP.) LINE OF EXISTIN6 ROOF - PROVIDE FLASHING AT O RAFTERS BEYOND m / Phi WALL/ROOF CONNECTION IX PROVIDE (5) 2X8 12 / -- t' 5: : \ STRON65ACK AT - ----- _ -- - FINisH BOTTOM OF WALL 10" a —_ _ . ~ NEW ASPHALT ROOF SHIN6LE5 ON EXIST. CONTINUOUS TO BEAR ON `� `t STRUCTURE. EXT. WALL FRAME AND MASTER BED RM 4" INT. BEARING WALLS ---_ �NpSLR- ror or slsPLooli To -jzr PLT _ •• EXISTIN6 FLR. JST. FIRST FLOOR EXISTIN6 - _ W/EXISTIN6 TE6 DEGKIN6 FINISHES TO REMAIN TO REMAIN. REMOVE UNLESS OTHERWISE ONLY AS REQUIRED. Z' NOTED \ \ X IST. L I V I NG R PROVIDE 5/4" PLYWOOD m Ph1 `---'— DEGKIN6 OVER EXISTIN6 J Al WOOD FL-R. ABOVE & o > a . . v.. :. W J• = Z z EXISTIN6 POST AND W -- / / -- _ - -- -- RAILING 2 W. " EXIST. BED RM 1y N: I� IST_ SLR - TOP OP�t• 1BF100�_ EXIST. GONG. FOUNDATION PROVIDE R-111 BATT r \\ \\ \ \\ EXIST. BASEMENT INSULATION �i\ //\ // x //XXX/\�\/\/\/ ��/\\/ \\/\\/\ \/\\ < /\/ / / / / / /\�/�� , � PROJECT NO-' - TQJ°OF �/ / • . .. .. \\ \\\\\'\\\ \ \\/\\/\\ /\\ / 0301 ;, . / DRAWN BY: Res CHECKED BY: TCS DATE: 8127104 SCALE: 318" = t'-0" BUILDING SECTION SHEET TITLE: A SCALE: BUILDING SECTION "A.. SHEET NO: 1 4 0 W V NEW 2X8 ROOF RAFTERS z V ' I ® 16" O/G W/ 5/8" T _,--r PLYWOOD SHEATHIN6 W/ W ui CEDAR SHINGLES ON 15# I -r r i 30# BUILDING PAPER BLDG. PAPER ON 5/8" i1- 1- AND ASPHALT SHIN6LES Q 3" VENT THRJ ROOF PLYWOOD SHEATHIN6 ON -, 7 i -_ �- 2X6 FRAMING O (I� W / 2" VENT 2X8 G.J. ® 16" O/c, A/ z R-30 BATT INSULATION r Z Y PACK OUT EXIST. FRAME WALLS W/ 2X2 FACE FINL@N cL�_ _ - LL _ NAILED TO THE STUDS W/ r LI Q -- R-IQ BATT INSULATION W/ PAINTED GYP. BD. FINISH. 2X6 FRAM LI, O 3b = I Z z q BAT I SL_ GYP. rAl Tfo, . ® BD. FIN. BED IDE (TYR.) A/R-I sAl 6G. . ' m -F FIwaH ONLY. �W�/ NEW WOOD FLOOR OVER ti LL O g V1Pg EXIST. DECK AND FLOOR ip -i- TOR�tE7E JOISTS _ (5) 2X8 STRON6B K O FOUNDATION WALK WINDOW/DOOR OVER DINING RM. -r1 3" WASTE STACK BED ROOM GASIN6 TO BEAR ON TRIPLE A T r_ TOP OF PLT_ 1rr- MATCH EXIST. KITCHEN WALL BOND EXISTING BATH TO REMAIN 'LT. oR -' - _ _ -I/2^ vENr I NEO R LFL ALL EXIST. F , ci? --- _ _I \ - EXIST. BUILT-IN SHELVIN 1 UNLESS OTHERWISE NOTED. u \ I I I i r 7 3" FRESH AIR VENT I I I L4 `q rrl-r m z• DINING ROOM _T_ -1 [ E] �• LIVIN6 ROOM W ° 3" WASTE — — . 1_I L-]. IST PLRF . - TOP OSU6PLOOR -1 -.-� i W' a "_ 1i1 3" GLEAN OUT — r _ w' I .{� ¢ �-• 4" G.I. 4" WASTE LINE J -1- i_ ' ';,:�. --- ,- _ U) N. EF- yl _1_ I 1 r• - _—. .v r - i Exlsr. GONG. '�;// ./,/, -/;;,%/�/Ai/A �\ BASEMENT FOUNDATION �� '� '/ �. 6 'Rf� E � , PLUMBING RISER DIAGRAM " - / � / / �, ti r; / ;/�;� ;i; , / NTS � i/ `'/ i•.\'/ ' / \ `'� �ti' // \ / \ / / , /., �`. ;i/\/\� \\ '\\ \jam\\ ! . .•. '. . . i v ',. .� . Jnr vnu••s 'i \� /;.:\/ i % i //\ �y / //j , // ',r / \ \ \ \� \ \ \ .\ ...",', �'� L \//' `•' �'•;' Imo." ✓' '\/'\%/� /\//\/ \�/\� \ '/ \\/ / \�/ ',- \ ii\,��\ :' /\ - .%/, •.. %/ / \,�/ \� i//'j/ i� / // ; / ROJECT NO. :0301 //\/ �/ `/ j, /�/\�/:// \/ //%`i/T/'; //,:.//\/�/ , //i/ DRAWN BY: RJB • \/A���AN;i �A/�� � .�V `�A\/�:/ .. ' `, v/w:' ��/ . / Aj/ \. /Aj// j /� •• CHECKED BY: TCS xx���� / V� V��V �i DATE: 8127104 SCALE: 3/8" = 1'•0" SHEET TITLE: BUILDING SECTION BUILDING B SECTION 11 13 1 1 SHEET NO: r 5 h C C `I 2 P NOTES STRUCTURAL RE�/IEW BY STEVE MARESGA, FE WIND-BORNE DEBRIS PROTECTION FOR OPENINGS 188-07 WE57 MONTAUK HIGHWAY, HAMPTON BAYS, NY 1146 FOR WALL OPENING PROTEGTION 07-120 MFH 5-SECOND WIND 6UST5 PHONE 651 728 8480 ( MAXIMUM MEAN ROOF HEI(SHT: 55) SIMPSON LSTA - 20 &AGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE s EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: ICE SHIELDUNDERLAYIHENT SINGLE FAMILY RESIDENTIAL SHUTTER ASSEMBLY \ REQUIRED - 24" FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: O < 4'0 WIDE 51-AN GON57RUC7ION MANUAL FOR I + 2 FAMILY HOUSE 23/52" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD HEIGHT PRE5GRIPTIVE METHOD Lu Y (OVERLAP AROUND OPENINGS 4") ALTERNATE POSITION OF HURRICANE CLP USE 55'-0" MAXIMUM GROUND SNOW LOAD - 45 PSF. ' O ASSEMBLY: SIMPSON HB ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING N/ FIRST LEVEL - 40 PSF. L.L. #10x3" (N/ WASHERS) GALVINIZED OR STAINLESS STEEL LIVING AREAS - 40 PSF. L.L. W WOOD 5CREW a 16" O.G. SIMF50N H2 HURRICANE BEDROOMS - 30 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM - #IO TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) RAFTER raSTUD - FIRE AREA WIND SPEED 120 MPH MACHINE BOLT ® 12" O.G. V TYPICAL ALL RAFTERS5 - Bd NAILS EACH END RES DENGE: 4g6 SQ. FT. SEISMIC DESIGN CATEGORY - B r UJ W WEATHERING - SEVERE O Q Z APA RATED OP Or Oro FROST LINE DEPTH - 36" EMEND TO TOP OF TOP PROVIDE Bd COMMON PLATE EXTERIOR4EDD'GE OF ALL TERMITE - MODERATE TO HEAVY I— SHEATHING TYPE OF CONSTRUCTION DECAY — SLIGHT GONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REOUIRED - YE5 GONSTRUGTION O W UL71PLE SECTION ASSEMBLY. I- W I/4" THICK BOLTS ® 2' OG GENERAL NOTES * W J I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13 SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY O ACGOROANGE WITH THE NEW YORK 57ATE UNIFORM SHALL BE DESIGNED AND BUILT IN AGGORDANGE 0 BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH CONSERVATION CODE, AND LOCAL AUTHORITIES, 14, THIS STRUCTURE HAS BEEN DESIGNED IN Z LL 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY W LL PLYNOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 Fel CONSERVATION CODE, O TO OVER LAP BOX BEAM - TOP + BOTTOM 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15 ENGINEER TO BE NOTIFIED IN WRITING OF ALL ''^^ LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION V+ SHUTTER ASSEMBLY 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 6 ELECTRICAL AND MECHANICAL COMPONENTS TO BE O noueLE Tot- STAIR AN FLOOR OPENINGS, POSTS AN PARALLEL DESIGNED AND SPECIFIED BY OTHERS. STUDS 16 OG PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. IT ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE W N.7.5. COAT EPDXY PAINT ALL FASTENERS TO BE A57M •z I/ 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR PANEL SPANS:4' OR WIDER SPAN "1' FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT A-525 BOLTS, 3/4" DIAMETER, 21 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4") WRAP + NAIL STRAP VERIFIED BY GONTRAGTOR(5) PRIOR TO START OF AND OWNER. 2x4 STRONG-BACKS ® 24" OG ,A1TT ANNCCHOR BOLT TE 4 - bd NAILS FOUNDATIONO HASDBEEENN EDESIGNED AO RRIAAS SOILS 19 DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY SIMPSON M5T2T BEARING CAPACITY OF TWO (2) 75F AND GRADES UNTIL FLOOR 5Y5TEM INSTALLATION IS COMPLETE. 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (Al WASHERS) GALVINIZED OR 11/2" WIDE - 20 GAGE LF55 THAN 5%. GONTRAGTOR SHALL VERIFY THAT METAL STRAP ®45" OC. THESE CONDITIONS ARE MET, ALL FILL BENEATH 20 PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW a 12" O.G. CONCRETE SLABS TO BE COMPACTTED TO 95% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDIN6 Al NAIL SHEATHING TO SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. aS Z , r- #lOx3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL r,' r,:p;,, ed NAILS s a^ o.C. RELATIVE DENSITY. o N zoo WOOD SCREW ® I6" O.G. !o•� '• � 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND '^>''�•. 7. ALL HEADERS 6.0 FT IN LENGTH AN OVER TO BE N Q . ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR � (.';'�!'�:. 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY 'q #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) Iy;rr,•' �.?, Ac0 TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER Y= ,,, ; =)�'.) NEW YORK STATE BUILDING CODE. J o K BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MACHINE BOLT ® 12" O.G. .���,,. a SEE FOUNDATION vwG. ;, _4,,� �` MINIMUM OF 2-2x8 OR AS SHOWN ON ORAWIN6. �o O FOR DESIGN. '• .Fb,,i W e ENDER .B.e4b"HFR Oc. 22 ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO W J •w w 3 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT H_ w" WINDOWS - GLAZED OPENING PENETRATIONS NOW REQUIRE5 THAT ALL SLEEPING ROOMS IN THE 7 w .c=i� W 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 6 <Noo PROTECTION IS REQUIRED FOR ALL GLAZED AREAS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINOW5 INTERCONNECTED SMOKE ALARMS. f w • N o,eq IN ACCORDANCE WITH LARGE MISSILE TEST OF =a ASTM E 1996 AND OF ASTM 1886. AND DECKS ETC_ uM 23. THE NY5 CODES AL50 APPLY TO ACCESSORY Q H CONTRACTOR MAY USE WOOD STRUCTURAL PANELS o N LIEU OF THE ABOVE MENTIONED WINDOW5. HOLD DOWN ,�• SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. co y • o; PANELS TO BE PRECUT TO FIT OVER WINDOWS WITHHOLD LOAD PATH 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO II ARGHITEGT NOR ENGINEER IS NOT RESPONSIBLE ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF I ANEL5 TO BE MAINTAINED ON SITE. SHALL COMPLY "/ `556 CHAPTER #2304.q.6 THIS CONSTRUCTION PROJEGT FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AN LOCAL ZONING AND BUILDING GODS COMPLIANCE SHALL BE THE RE5PON516I1_I77' OF THE CONTRAGTOR. stSKEDy�q,•_ C. NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d o 4" 6 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL &RADE No. 2 OR O.C. EXTERIOR ED5E5 AND b d ® 12" o.c. ii O SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES BETTER. INTERMEDIATE, 1.PROJECT NO 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" h MIN. THICKNE55 OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 0301 RAFTER/TOP PLATE 3-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. a �l0 O CEILING JOIST/TOP PLATE 5-8d (TOE NAILED) 5 ALL 5UBFLOORIN6 TO BE APA RATED STURD-I-FLOOR, UT CEILING JOI5T/PARALLEL RAFTER -I-I6d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12 ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE CEILING JOIST LAPS OVER PARTITION -I-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKIN6. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED By TS COLLAR 71E/RAFTER F R 2-8d (ea. end ILEO) strap) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE ' GABLE ROOFS BLOGKIN6/RAFTER 2-8d (TOE NAILED) �— 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED n a Uo RIM BOARD/RAFTER 2-I6d (END NAILED) CLIPS AT ALL PERIMETER JOIST TO GIRDER \y^ TOP PLATE/TOP PLATE 2-I6d (FACE- NAILED) WITH DOUBLE UPRIGHT5, 9'-O" AND OVER WITH CONNECTIONS 8127/04 TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a ' ` , MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. I3, ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA SCALE STUD/STUD 2-I6d (PAGE NAILED) Np HEADER/HEADER Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL AND FLOOR BEAMS AS PER N.Y.5. CODE OR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) SHEET TITLE: o O BOTTOM PLATE/FLOOR J015T 2-16d (FACE NAILED) CIRCULATION 8' O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Io < o Cas DOUBLFRA IN ROOFS. O JOIST/SILL, TOP PLATE or 61RDER 4-8d (TOE NAILED) A5 PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-Bd (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL H BLOGKIN6/JOIST 2-8d (TOE NAILED) stalrs etc. ) OR A5 NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 5-I6d (TOE NAILED) LVL RIM JOI5T SHALL BE REQUIRED AT FLOOR NOTES & OR o 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF to°< o X50 o IO < o C45 LEDGER STRIP/BEAM 3-Ibd (PAGE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. DETAILS JOIST ON LED&ER/BEAM 3-8d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS PROVIDE Oct COMMON NAILS a 4' 0 BAND J0I57/JOI57 3-I66 (END NAILED) 8 ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" O.G. AT INTERIOR PORTIONS OF ROOF - TYP, BAND JOI5T/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY HIP ROOFS 14, ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. O o PLYWOODO.C. ROOF DECKING 8d ®4" OEDGE5, 08" O.G FIELD "TECO" OR APPROVED EQUAL. ]Doo SBO STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12" O.G:. SHEET No PROVIDE ad NAILS s a^ oc AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGE5, ®8" O.G. FIELD 0. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS of PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5U5FLOOR DECKING 8d ®b" O.G. EDGE5, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2Xb STUDS IS THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE a • 4 FT. IN ALL CASES SHALL RECEIVE 5-I00 NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED CONSTRUED AS A CONTRACT BETWEEN BUILDER AND6 OWNER. L C N C 'Y C d O BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 1/'e</04 APPLICANT:, l - DATE SUBMITTED: /V/04 SCTM#DISTRICT: 1,000, SECTION: BLOCK: ? , LOT: SUBDIVISION: ADDRESS: ,S0 A¢o' eolPb CITY:A/Lok r �eVOQZe ZONING DISTRICT: � CONFORMING? Vo BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y 0 N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE: 690REQ. LOT COV ACT. LOT COV. REQ. FRONT 4o PROP. FRO ,?3 Q SIDE f 3Z ACT. SIDE REQ. REAR j-) PROP. RE / REQ. HEIGHT PROP. HEIGHT 7—RA PROJECT DESCRIPTION: ,M ESTIMATED PROJECT COST: �T/ENGINEER: S A.*A LAG t S WATER FRONT? ��D SCRIPTION: ----R PANEL # FLOOD ZONE: , BULKHEAD? Qfo DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: _/_/_ PERMIT M TOWN SEPTIC RECEIPT: Y or N SEP RTIFICATION: Y or N NEW YORK STATE DEC: PRE-DEC 9/l/75USZ NO DTE: Y A S/, PERMIT SOUTHOLD TOWN TRij9iEES: E r NO DTE: ,6?3/-4 PERMIT#:: TOWN ZONING BOARD APPROVAL• o NO DTE: / / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES DTE:_/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)(YE r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: g06 SF FEE FEE FEE ,o='C*fWtio 1. ( 30p SF)- SF)= SFX$ =$ +$ 15-0 +$ -py =$ Cp S 2. ( SF)- SF)= SFX$ =$ +$ +$ =$ 3. ( SF)- ( SF)= SFX$ =$ +$ +$ =$ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45. Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TESTUIREMENT� EGRESS 5.7 S.UA LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N •. PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS&N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)