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HomeMy WebLinkAbout30291-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30609 Date: 12/08/04 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1475 MEDAY AVE MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 9 Lot 5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 3, 2004 pursuant to which Building Permit No. 30291-Z dated MAY 6, 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 AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN R. OXEE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2006528 07/19/04 PLUMBERS CERTIFICATION DATED N/A /111"ut rized Signature Rev. 1/81 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. 30291 Z Date MAY 6, 2004 Permission is hereby granted to : MARTIN & FLORENCE GELLMAN PO BOX 256 MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1475 MEDAY AVE MATTITUCK County Tax Map No. 473889 Section 113 Block 0009 Lot No. 005 pursuant to application dated MAY 3 , 2004 and approved by the Building Inspector to expire on NOVEMBER 6 , 2005 . Fee $ 150 . 00 e Aut ori d Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 17 200,A 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$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. 7 d 7 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1 7` House No. Street Hamlet Owner or Owners of Property: i e5 me_ Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. �5 OA 7 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check Fee Submitted: $ � i A p c t �at Co 3o� p � � rJ� � cl�c1�cJ� rJ'rJ'cf� r.PrJ�c!� rJ'cJ'� rlrJ� r� c>�Pr�cic1� c� SBY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S 5 SBUREAU OF ELECTRICITY 5 S40 FULTON STREET - NEW YORK, NY 10038 c� CERTIFIES THAT S 5 S SUpon the application of upon premises owned by 5 5 SPATRICK WYKLE ELECTRIC JOHN OXEE 94 S RIDGE,SALLY N W YORK 11961, MATTITUCK, NYE 1952 J S c5 5 Located at 1475 MEDAY AVE MATTITUCK, NY 11952 S 5 5 5 Application Number: 2006528 Certificate Number: 2006528 rj 5 Section: Block: Lot: Building - rmit: 30291 BDC: ns11 S SDescribed as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Outside, 5 5 S�j A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 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 5 Day of S 19th July,2004. 5 Name � Rate Rating Circuit Tyne 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Smoke nej Wiring and Devices S 5 Outlet 2 0 Fixture 5 Fixture 2 0 Incandescent 5 5 Outlet 6 0 General Purpose 5 5 Receptacle 4 0 General Purpose 5 5 Switch 4 0 General Purpose 5 5 S S 5 5 5 5 5 5 5 5 S 5 seal 5 5 5 S 1 of 1 S 5 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 TOWN OF SOUTHOLD IOPERTY RECORD CARD - OWNER STREET VILLAGE DISTRICT SUB. LOTS,,( yy og �4S y q�g' FORMER OWNER N E ACREAGE 1171 / // v 2-2 .1 S W TYPE OF BUILDING RESP SEAS. VL. FARM COMM. IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS v l� 0L 7 \-5 t9'-� cj'-� 4 )n con J AGE - • a BUILDING CO DITI N O - p o (P 4-,C) 6 3 9(o 77JCQ a r-00 -o 0 er, 6 0 BZ00 Tillable, 3 Woodland Swampland '7 •M► Brushland House Plot Toto I ■■■■■■■■1POMP■O ■■■■■ ■iii■■■■10IMME74 112i■i Foundation •�� L, Interior Finish - •.. .. ■■■■■■■■■■■■■■■■■■■ ■■■�7■i■��w�■cam.i■■■■■ Li I } .. • xtensi• Basement .. Ext. Walls Interior Finish xtension U"nn xte • • • 7� Attic Porch i Porch Rooms 1 st Floor reezeway /0 /- Patio Rooms 2nd Floor 16 riveway .. TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOTS( yy 41S Y q.� FORMER OWNER N E ACREAGE 71 S W TYPE OF BUILDING v � REQ SEAS. VL. FARM COMM. I IND. I CB. I MISC. LAND IMP. TOTAL DATE REMARKS ,-7 6d ,�j�-�^ 312-el P� �o, a o a oS'��uia✓� f 3l> 1/va/�i .53 9 900 9�' 7 00 ,0 AGE /a BUILDING CO DITI N � f _ 1-700 Ira a S'o -00 L6 'ru 1 7300 90 2 2 a 14 s i - n s i- o,,-j, O c70 8.Z0(� 3 va p Tillable, 3 Woodland Swampland Brushland vd .mow House Plot Tota ry John Gallacher Licensed Land Surveyor 59 Florence Drive Manorville N.Y 11949 Tele: (631) 874- 0400 May 2, 2004 Fax: (631) 874- 7101 To Whom It May Concern, The elevation of the area of the proposed addition at ground level is 27.1 f t. The first floor elevation is 34.9 ft. The elevations are referenced to the U.S.C.&G datum, Geological Benchmark # Z373. The premises are known as 1475 Meday Avenue Mattituck, N.Y. 11952 or SCTM# 1000 - 113 - 9 - 5 Sincerely, John Gallacher Licensed Land Surveyor NICHOLAS J . PEFELICE , P. E . CONSULTIN (a ENGINEER 22 I-W/ '?ark Lane Smithtev n,1;Y 11787 (631'/361--7543 I May 5,2004 I Town of Southold Building Department Atm:Damon Rallis 53095 Route 25 I Southold,NY 11971 Re_Rear addition @ Oxee Residence irmoo 1475 Meday Avenue Matftuck,NY 11952 I SHD Job#04-1023 Dear Mr.Rallis, i Please use this letter as an addendum to the plans prepared for the above-mentioned project in regards to comments received by you. i The referenced project is designed and conforms to the 120 mph wind speed roquircd for this site. All new windows and doors shall have wood shuctural panels sized for each specific opening on-site in-case of a storm which may cause any wind-borne debris. Panels shall be a minimum thickness of 7/16"thick See below for sizes of panels. i WOOD STRUCTURAL PANEL SIZES I Window&Door Tag Fsdrh Height j1,2,3,4 2'-8" 5'-8" i 6v.9$9 B 8'-0" 9'-0" If you should have any questions or concerns please feel free to contact our office at(631)744-1215 or (631)745-4677. I Sinceerely, I `Vitif.�t� INicholas J.DcFclicc I s � I y oaP I 10 39Vd 30I­l3d3G N OZE9999169 8Z:L0 b00Z/50/90 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\Oxee.rck PROJECT TITLE: Oxee Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:04/23/04 DATE OF PLANS: 041/26/04 PROJECT DESCRIPTION: 1475 Meday Avenue Mattituck,NY 11952 DE SIGNER/CONTRACTOR: STRUCTURE Home Designs 565 Route 25A Suite LR3 Miller PLace,NY 11764 (631)744-1215 PROJECT NOTES: Prepared by:Paul La Pasota COMPLIANCE:Passes Maximum UA= 75 Your Home UA=73 2.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 96 19.0 1.8 5 Wall 1:Wood Frame, 16"o.c. 96 13.0 7.0 3 Window 1:Wood Frame:Double Pane with Low-E 8 0.270 2 Door 1:Glass 34 0.270 9 Wall 2:Wood Frame, 16"o.c. 45 13.0 7.0 2 Window 2:Wood Frame:Double Pane with Low-E 8 0.280 2 Wall 3:Wood Frame, 16"o.c. 45 13.0 7.0 2 Window 3:Wood Frame:Double Pane with Low-E 7 0.280 2 Wall 4:Wood Frame, 16"o.c. 40 13.0 7.0 2 Window 4:Wood Frame:Double Pane with Low-E 7 0.280 2 Wall 5:Wood Frame, 16"o.c. 39 13.0 7.0 2 Window 5:Wood Frame:Double Pane with Low-E 7 0.280 2 Wall 6: Solid Concrete or Masonry:Interior Insulation 84 0.0 7.0 8 Floor 1: Slab-On-Grade:Heated 31 2.0 29 Insulation depth: 1.0' Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 31 19.0 0.0 1 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 4 J. a No• 059�Q� FEW REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE:04/23/04 PROJECT TITLE: Oxee Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling(no attic), R-19.0 cavity+R-1.8 continuous insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: [ ] 2. Wall 2: Wood Frame, 16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: [ ] 3. Wall 3:Wood Frame, 16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: [ ] 4. Wall 4:Wood Frame, 16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: [ ) 5. Wall 5:Wood Frame, 16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: [ ) 6. Wall 6: Solid Concrete or Masonry:Interior Insulation, R-7.0 continuous insulation Comments: Windows: [ ] 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor: 0.270 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:0.280 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: 0.280 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: 0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 5. Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ) 1. Door 1:Glass,U-factor:0.270 Comments: Floors: [ ] I 1. Floor 1: Slab-On-Grade:Heated, 1.0'insulation depth,R-2.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 1.0 ft.OR down to at I least the bottom of the slab then horizontally for a total distance of 1.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] I 2. Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I 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 I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. i Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I 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 I the New York City Building Code, as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I av�4nr tion*nr lame an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I 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. Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: 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 1„ 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 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 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) BUILDING PERMIT EXAMINER CHECKLIST _ DATE REVIEWER: ?/-4/04 APPLICANT: DATE SUBMITTED: s / /04 SCTM# DISTRICT: 1,000, SECTION: ( , BLOCK: 9, LOT: �_,SUBDWISIO�_Cl_.� ADDRESS: -1 ,,:�- HIL" CITY: _ _ZONING DISTRICT: CONFORMING?/Jo BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO_ 11413P -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 anytime after 7i REQ. LOT SIZE: ACT. LOT SIZES REQ. LOT COV. ACT. LOT COV. REQ. FRONT `fQ PROP. FRONT REQ SIDE -fTS7 ACT. SIDE REQ• REAR � PROP. REAR REQ. H IGHT PROP. HEIGHT PROJECT DESCRIPTION: J't) 5_F(> w ESTIMATED PROJECT COST: /'� ARCHITECTjINFFR: WATER FRONT? D SCkIPTION: ti,, „ o,2 eek.—PANEL # ✓ FLOOD ZONE:" APPROVALS REQUIRED SUFFOLK COUNTY HEALTH D�- T: YES or �, ED#): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y oto— NEW YORK STATE DEC: P"-DEC 9/1/75 YES or DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YE or DTE _/ / PERMIT#: TOWN ZONING BOAR70-APPROVAL: YES DTE: _ / / PER-MIT#: TOWN PLAN. BOARD/APPROVAL: YES or DTE"-"_/ / PERMIT#: TOWN HISTORICALPRE (SPLIA): YES o / NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE I. (-- —SF)- SF)= SFX$ =$ +$ +$ = $ 2. (— SF)- ( —SF)= SFX$ =$ +$ +$ _$ 3. (___--SF)- (_ SF)= SF X $ _$ +$ +$ _ $ FINAL TOTAL: $ /� NEW YORK STALE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN/3Termite: Ground Snow Load: 45 Wind SpeSeismic Design Category: B Weathering: Severe Frost Depth: 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 RESC TIV FULL FRAMZDESIGNLEMENTS: Y/N HEADERS:YWALL STUDS: Y/N GIRDERS: Y/N CEILINGJOIFLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPEE: Y/N DESIGN LOADCALCULAT Y/N LIVE: Y/N D SNOW:Y/N SEISMIC: Y/N WIND: YIN WINDOW MIS"I llMT REQUIREMENTS: Y/N - l E SS 5.7 S.F.: Y/N I;TsHT 8%: Y/N VEN ° NAILING/CONSTRUCTION SCHEDUL+ : Y/N EANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCSaiN TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) /2 0 A j 3o 765-1802 BUILDING DEPT. 'MSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Z2 DATE ,r< INSPECTOR-<`4 J 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS,-- 62 EMARKS; �-� L_ VLAC . GSL DATE � INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND [// INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION � REMARKS: DATE � � � INSPECTOR '"'� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH BG. [ ] FOUNDATION 2ND [ ] I CATION [ ] FRAMING [ FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKSe� G S &eu L DATE � �� � INSPECTOR 65.1802 DEPT. INSPECTION [ ] FOUNDATION 1ST [ ;FI OUG LBG. FOUNDATION 2ND [ CATION FRAMING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: LD DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS 1�c9 C.3J►ti FOUNDATION(1ST) : ►-3 ------------------------------------ FOUNDATION(2ND) rCi� C cn � y � c G ROUGH FRAMING& l�7 �1 PLUMBING INSULATION PER N.Y. STATE ENERGY CODE `-i 4 S C FINAL ADWRONAL COMMENTS �—o z �X z x r� r ,_\ y x d _ b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 30 a 51 3 Check Septic Form / N.Y.S.D.E.C. Examined Contact: (� ,20 Trustees Approved 'S/h ,20 Mail to: Disapproved a/c Phone: Expiration 1 ,20 --�. Building Inspector APPLICATION FOR BUILDING PERMIT Date , 200�_ ®� INSTRUCTIONS a. This a plica 'o be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, acct of plan to scale.Fee according to schedule. b. Plot pluh 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 Buiiding 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-'f:in 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 denjolition as herein #scribed.The applicant agrees to comply with all applicable laws, ordinances,building code,, ou n cod d r 1 do , and to admit authorized inspectors on premises and in building for necessary inspections. ^ 1 f ignature o ap licarit Iname,ifa orporation) u4 C llq�-y (Mailing address of appli ant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0wtoe r Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. LA AludlwliuhA Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: l'f7S' Al6,6AY -TTI Tiq e House Number Street Hamlet County Tax Map No. 1000 Section 1 1 3 Block Lot -J Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and 1 tended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy l e 6 jea ce, 3. Nature of work(check which applicable): New Building Addition Alteration Repair P emoval Demolition Other Work (Description) 4. Estimated Cost 1 �, aQ� 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 I i Rear Z Depth Height Number of Stories 2,- Dimensions iDimensions of same structure with alterations or additions: Front l 2 ! Rear 1 Z Depth Z, 2, 3 Height Number of Stories 2-- 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front -75 ✓ Rear `7 6' I Depth 3) g l(l Pf�) '-�'0�;_/(rl j 10. Date of Purchase Name of Former Owner ' ni M a ,4l h 11. Zone or use district in which premises are situated l L 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES NO,Will excess fill be removed from premises? YES NO go 14. Names of Owner ofP remises J Address I q7.0 OhoneNo. Name of Architect S c uk 1 Address S Phone No (0 3 J-7yil Ic?)S Name of Contractor Sie l F I Address — Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being Ouly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is thet�'�j^ (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 fie this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the w k will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20jq (K otaryPu lic irialut cV A LINDA J.MOPER Notary Public,State of New York No.48,225631 Suffolk Ccun Tarn Expires Decei'DiDer 3'I,5 11.1 r1�r li'av"tx}e oy �ts n 5, fl)� x14� �N � +. 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UTMOR2ED'M7ERA710N OR AOOITIO�., ` O•iH11 SURVEY' . IS A VIQL•ATION OF1. I ECTION 7209 OF THE NEW YORK STATE •'+ 'I DUCATION LAWi '• L. `I J J , ONES OF THIS,SURVEY'MAF NOT,FEARING, E HE LARD SU VEYAR 5 1�'t D CAl OR , } ll. i! I, ,�AgSSED SEAL SFIA4L Nor a-E CONSIOERFD // ,Jyy r� �L: i - "'. ,�}f i�!{ . FE A VALID ffyUE COPY r ✓ - AfC,C.S,G7. LJ l� 4 yK P.,, -•�p••� Y 4J �' L y Il UARANTFES IND,rA D IIEfEO!•I-FH Ip, :;Y FMy.., ¢_ �+,.�, .., .,4,.,• .y "^''NGr',b JHp JF.S.YIi FOR!/JHOM THF SURVEY U �• r.;.4� . f �,./ I -.PRE:ARCD'A:D OI HI$D:IIALF TO:THEI. TLF C('iMPANY;GOVUlNMENYAL AGENCY/.ND „ " /'''� { 'L NDING 1 ST TUtION LISTED,M:REON AND •:•1 ' '•L � 1• r � {��, ,r��u�..j/ r/ `T'THE ASSIGNEES OF'THE CENDIP INSTI• -F �� �' ✓r'hI�K� �� ''.III-7 ilOrl.,GUARANTEES'ARE-NOT TRANSFERAw'. dT ADDITIONALINSTITU110N5ORiSUYSEOUENT 1. "' • - �' ae HERS. /1�-i -r`i roc«, 1. . C lrflfFl7r.•'�C'C Zf �o T'1`)�' %- mk r'.r, lam'. r I A/o�c s •LG A ,vl:e f, yrs sic WK re r T � t/ / r; fy9�/r>' r+c :`I.Om Gtr t ' n �^� :11J1 ";"f'!t`rt/l QrP'�o;�� r f ;f�ft? '�!',��lf.0 .—.: , 1 Y'j%'T1°Y'T r j', �+ j!'Y/fl�.aiif l'.C'I{/i'`{l.. I f{�." �f. I . a-r ;l�`:c:ntfl `z� G/f!rr� ; ',)�(:�t t+ ve" �- �bPx� !1>L +r/if c+r' f-f�cN r" Gt�i.~ t J r 21 lK.lrj1 c r, '. '7 ��(:. `� tT/Jl`/!F .��JG c/c Ct �l i G�if�Jlf�lt �iPS�1Y} y t�'t. �►n✓r f r./rjrKY .r r�."; �G t�,: t/�,Gtr c7Gk .*.) .5. ,. L .r ,4v_T(d�� �Z6 r"V c to r Er��Iai�7, ft }!7r1. ... y * 5 , ' y, .. r� ..-. .. _ ..... • I, . GLINT : SITE IN�ORM�TION : aus r O C `,SY111�''I_ t S:U.'f7 anOW4 RRN ILNE AND aWRE55: STRUCTURE SEGTION: 115 SelahLN L ?h ,ry r> F RENOVATION @ :y�r °^�Gho �g� r,°�' FIGME DESIGNS BLOCK: �( 1, 1,}1I1C1 Rd � w 565 ROUTE 25A $WTE LR3 ' ` ' MILLER PLACE, NEW YO 1631 ) 744 RK,11S64LOT r 15 FAX (631 ) 744-1215 LOTSIZE : G�,2gg SG/FT. EMAIL 9TRlCTJREHp(2�OPTONLINENE TOXEE RESIDENCE TOWN: SOUTHOLD =� k 147�Me' de Ave 46 DRAWING INDEX 1 475 MEDAY AVENUE r ', , E 20 T-1 TITLE SHEET apM1+s`� ''' DEMOLITION, LOWER LEVEL AND MAIN MATT I T U C K , NY 1 1 952 SITE LOGATi oN = _ g A ELEVATIONS,ib° - '„Y ---'^'- r� rI A Z ELEVAVATIONS, SECTION AND PARTIAL ROOF PLAN s �. P GVnA/iY _ 'V i• fAj, A-3 SPECIFICATIONS AND NAILING SCHEDULE y _ r 1 % L iL NOTE �EN�RL GONaTRUGTION NOTEa : ' INFORMATION TAKEN FROM SUR✓EY PREPARED B VIA [-I I I I C K ( RI-1.1% ROOERIGK VAN TJYL, P r N OREENPORT , NY ON I AUGUST 29, 197'9 6GNGRAL GARPGNTRY N R3'39M-E 78 IZ, I ALL WORK SHALL BE GOVERNED BY THE TERMS AND CONDITIONS OF THE I PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION NO NOTE OR 2 WINDOWS - SEE SHEET A-7 FOR WINDOW SCHEDULE DETAIL OR LACK THEREOF SHALL BE GONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL 3. INTERIORDOORS - AS SELECTED BY HOMEOWNER ExIS DOCK 0 o HIGH MATER MARK STATE AND LOGAL CODES 4 WALLS SHALL BE 2x4 WOOD STUDS AT I'-4" OC 2 LAYERS OF I/2' E* 5- 51EP5 m c 2. THE GON7RAGTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAW5, GYPSUM BOARD ON INTERIOR SURFACES. GEILING5 SHALL BE (I) LAYER I/2" OROINANGE5, REGULATIONS AND ORDERS OF ANY PUBLIC, AUTHORITY BEARING ON 6YP5UM BOARD PROVIDE WR 6YP5UM BOARD ON ALL SURFACES IN TOILET I THE PERFORMANGE OF THE WORK INDIGATED IN THE GONTRAGT DOGUMENTS 5. GYPSUMI BOARD WALLS SHALL HAVE GORNERS REINFORCED WITH METAL HIGH WATER MARK PIER FILED MAP 3 UNLESS SPEC IFIGALLY NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE BEADS. ALL JOINTS SHALL BE TAPED AND SPAGKLED RECEIVING THREE AND PAY FOR ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, MAGHINERY AND GOATS IOF SPACKLING COMPOUND SANDED TO SMOOTH FINISH. OTHER FACILITIES AND SERVICES NEGE55ARY FOR THE PROPER EXEGUTION OF b ALL GYIFSUM BOARD IN BATHROOMS TO BE "BLUE BOARD" EXCEPT THE WORK. TUB SURROUND TO BE GEMENT BOARD IOR' ON 0- DECK TO BE EX15T FENCE 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND ;`_0-A—ED OMISSIONS OF ALL HI5 EMPLOYEES AND ALL SUBCONTRACTORS, THEIR AGENTS -I, PROVIDE (2)-2 X 12 WITH 1/2" PLYWOOD HEADERS AND TRIMMERS AT ALL a AND EMPL OYEES ACTOR. ND ALL OTHER PERSONS PERFORMING ANY OF THE WORK FOR OPENINGS. r F 8 ALL EXTERIOR WOOD TRIM SHALL BE GAPPED WITH ALUMINUM p 5 THE CONTRACTOR SHALL VI5IT THE 51TE TO FAMILIARIZE HIMSELF WITH THE CONDITIONS THEREON AND TO DETERMINE THE EXTENT OF ALL IN5j AT'ION AND WA7E9PR0OPIN6 Ex'57 WOOD DECK FACILITIES AND SERVICES REQUIRED TO PERFORM THE WORK IN 5TRI6T OF NE,N A:-,7 ��C'v - _ AGGORDANGE WITH THE GONTRAGT DOGUMENTS. I FURNISH AND INSTALL FIBERGLASS BATT INSULATION WITH SEPARATE _ ---- b. THE GONTR4GTOR _SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED POLYETHYLENE SHEET VAPOR BARRIER TO OBTAIN INSULATING VALUES TO MEET Ex ST MASONRY 1w4..S 4 OR EXC ANYWHERENITHIN THE BOUNDARIES OF THE PROPERTY, AND ANY DAMAGE EED ALL APPLICABLE LOCAL AND STATE ENERGY CODES 1 ' SHALL BE AROMPTLY REPAIRED TO THE SATISFACTION OF THE ARGHITEGT 2. RIGID INSULATION SHALL BE GEL TEX "THERMAX" ISOSYANUARATE AND OWNER. BOARD' OR EQUIVELANT (R-6.6/IhGH) Ei,15T I-5TORY FRAME HOU5E T DURING THE COURSE OF THE WORK, THE CONTRACTOR SHALL REGULARLY ry REMOVE ALL UNUSED MATERIAL, RUBBISH AND DEBRIS FROM THE PROPERTY 3 HEADS AND SILLS OF WINDOWS, HEADS OF EXTERIOR DOORS E FLASHING AT ALL PENETRATIONS THROUGH ROOF, RIDGES, VALLEYS, _ THE SITE AND PREMISES SHALL BE KEPT REASONABLY GLEAN, NEAT AND HEADS ORDERLY TO THE SATISFACTION OF THE OWNER GAULKIN6 OOMPLYWITHALLMODESOF — EX15T FENCE 8 ALL SURVEYS, BORINGS AND OTHER STUDIES REQUIRED FOR THE EXECUTION P OVED AS NOTED OF THE WORK SHALL BE PROVIDED BY THE OWNER. EXTERIOR - GE SILICONE OR DAP LATEX NOTED NEW YORK STATE 6 TOWN CODES 9, DO NOT SCALE DRAWIN65. USE DIMENSIONAL NOTATIONS ONLY. 2 INTERIOR - TREMGO "GAULKIN6 COMPOUND" DATE: S.P��t�p�ppp AS REQUIRED AND+1'iONDITIONS OF - - _ 10 ALL DIMENSIONS TO THE EXTERIOR WOOD FRAME WALLS SHALL BE TO THE RpOFINl6 SOUAI0.Dmmzm OUTSIDE FACE OF STUD (F.O.SJ UNLESS OTHERWISE NOTED ALL DIMENSIONS FEE: ARE ACTUAL STUD DIMENSIONS. ROOFINGS FELTS SHALL BE IS LB. MINIMUM INSTALLED IN ACCORDANCE NOTIFY BUILDING DEPARTMENT AT $QUIFIOLOTOYINPU�lNINGBOAM WITH IN5TRUGTIONS OF ROOFING MANUFACTURER. 765-180 SAM TO 4PM FOR THE $DIAFIaDT�111TAD II. NOTATIONS NS ANY PLAN, ELEVATION, SECTION AI DETAIL ARE APPLICABLE 2 ALL METAL FLASHING SHALL BE ALUMINUM FOUL O INC INSPECT S. _ I I TO ALL PLANS, ELEVATIONS, SECTIONS AND DETAILS 1. FOU DATION - TWO REQUIRED '_ KYS OFA 12, GONTRAGTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO 3. ROOFINIG SHALL BE "GAF" TIMBERLINE 30 ARCHITECTURAL STYLE OR FOR POURED DONOR ETE E�SCK DR', :ErIA - SUBMITTING BIDS AND SHALL SHALL REPORT TO ARGHITEGT ANY GONDITIONS WHIGH EQU[VEILANT. 2. RO H • FRAMING S PLUMBING �� WOULD INTERFERE WITH COMPLETION OF THE WORK. 4. ROOF SHEATHING TO BE 1" THK EXTERIOR GRADE GDP PLYWOOD LAYED 3. IN CATION 3 $ 13 GONTRAGTOR SHALL SUBMIT ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL OF WITH VERTICAL JOINTS STAGGERED AND SPACER CLIPS IN HORIZONTAL 4. FIN • CONSTRUCTION MUST c THE ARGHITEGT PRIOR TO GOMMENGEMENT OF WORK. SUBMITTAL SHALL BE IN THE JOINTS A5 NEEDED BE OMPLETE FOR C.O. FORM OF ONE (U REPRODUCIBLE SEPIA TRANSPARENCY (POSITIVE SIDE UP) AND TWO SIDING ALL C NSTRUCTION SHALL MEET THE OCCUPANCY OR a '? (2) 54N PRINTS OF EACH DRAWING, GUTS SHALL BE SUBMITTED IN FIVE (5) GOPIES I, WALL SHEATHING SHALL BE I/2"EXTERIOR GRADE COX PLYWOOD I ISSUED FOR RUNG 04/25/04 REQUI EMENTS OF THE CODES OF NEW USE IS UNLAWFUL `° EAGH YORK TATE. NOT RESPONSIBLE FOR 14 PATCH ALL WALLS, FLOORS AND GEILIN65 WHERE WALLS ARE REMOVED TO MATCH 2 AIR INFILTRATION BARRIER 5HA'_L BE "TYVEK" HOUSEWRAP AS a IssueD FOR cuENr REVIEW OIL/1S/D4 DESIG OR CONSTRUCTION ERRORS. WITHOUT CERTIFICA FINISH, TEXTURE AND COLOR IN ADJACENT AREAS. MANUFACTURED BY DUPONT. Ro, RMION/ISSUE w E OF OCCUPANCY S TJ 49017' '00 7100 15. THE ARGHITEGT I5 NOT EMPLOYED FOR SUPERVISION OF GONSTRUGTION 3 SIDING - VINYL SIDING WITH 5" REVEAL A LCONSTRUCTION SHALL Ib PROVIDE SMOKE DETECTORS AS PER NYE, BUILDING CODE MEET THE REQUIREMENTS OF THE Nil 1).%N A\�I k_ FIN °""""p 41 "ILL of e ES QF NEW YORKSTAT,E._ CERTIFICATION OF rIMBERPRAMIN6 L EXTERIOR PAINT SHALL BE PITT5i3UR6H PAINT, BENJAMIN MOORE OR ypa 3' oFo NAILING & CONNECTIONS 1. ALL STRUCTURAL GIRDERS, BEAMS AND HEADERS SHALL BE DOUGLAS FIR SHERWIIN WILLIAMS, ONE UNDERGdAT AND ONE FINISH GOAT. COLORS AS * oso t REQUIRED.CONNECTIONS NO, I GRADE LUMBER, MOISTURE GONTENT NOT TO EXCEED 15% AND HAVING 5ELEGTLED BY THE OWNER. UNDERWRITEASCEATIFICAfI"� A MINIMUM FIBER BENDING 51 STRESS OF 1450 P , 90 PSI MINIMUM FOR SHEAR 2 INTERIOR PAINT SHALL BE BENJAMIN MOORE, PITTSBURGH PAINT OR AND A MODULUS OF ELASTICITY OF 1,"100,000 UNLE55 OTHERWISE NOTED. SHERWIIN WILLIAMS, ONE PRIME COAT, 2 FINISH GOATS - COLOR AS u REQUIRED VALUES ARE FOR SUFAGED, DRY LUMBER ONLY, USED AT I9% MAX. SELECTED BY OWNER. Z No. 069o9� M015TURE CONTENT, 3. FLOOR FINISH SHALL BE AS SELGTED BY OWNER gPDRwolk 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS ' PLUMBIIN6 3 PROVIDE SOLID BRIDGING BETWEEN JOISTS AT 6'-0" O.G. MAXIMUM. » 4. UNLE55 OTHERWISE NOTED, ALL WINDOW AND DOOR OPENINGS SHALL ALL PLUMBING FIXTURES SHALL 3E AS SELECTED BY OWNER. HAVE (2)-2X6 WITH 1/2" PLYWOOD HEADERS ABOVE, 2 ALL PLUMBING WORK SHALL GOI,FORM TO APPLICABLE LOCAL, STATE AND 5, ALL PLATES IN GONTACT WITH FOUNDATION WALLS TO BE GGA PRESSURE FEDERAL CODE5 o ETR r NomES E ADDRS` STRUOTURE TREATED AND HAVE CONTINUOUS METAL TERMITE SHIELDS. PLATES GLEGTRIG SHALL BE BOLTED TO FOUNDATION WALLS WITH I/2" DIAMETER BOLTS AT MAXIMUM b'-O" O.G. AND MAXIMUM P-O" FROM EAGH END. BOLTS I THE ELEGTRIGAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS OXEE RESIDENCE MUST BE EMBEDDED A MINIMUM OF I'-4" INTO FOUNDATION WALLS. NEGE55ARY FOR GOMPLETE INS'ALLATION OR WORK SHOWNON THE REAR ADDITION FLOOD ZONE M E C) E S 1 G N S 6 ALL SUB-FLOORING, WALL AND ROOF SHEATHING SHALL BE EXTERIOR DRAWIINGS AND FURNISH THE OWNER WITH A NYS FIRE UNDERWRITERS COMPLY WITH CHAPTER J}s" GRADE GDX PLYWOOD. SUBFLOORING - 3/4" COX. ALLr-ERN IGATE UPON COMPLETION 1475 MEDAY AVENUE FLOOD DAMAGE PREVENTION 7 ALL TIMBER CONNECTIONS SHALL BE MADE WITH J015T HANGERS, FRAMING 2. ALL WORK SHALL BE IN AGGOR�ANGE WITH THE REQUIREMENTS OF THE MATT TUCK, NY 11952 ANCHORS, OR RAFTER ANCHORS OF MINIMUM 18 GAGE PRIME GALVANIZED NATIOt,JAL ELEGTRIG GODE (N E.L.) AND THE RULES AND REGULATIONS OF THE SOUTHOLD TOWN CODE, STEEL AS MANUFACTURED BY TECO OR SIMPSON. LOCAL. UTILITY COMPANY 565 ROUTE 25A SUITE, L R 3 8 ALL PLYWOOD, TRUSSES, AND LUMBER SHALL BEAR VISIBLE GRADE STAMPING 3 ALL HARING SHALL BE MINIMUM 112 AND X14 (AS REQUIRED) COPPER. NO ALUMINIUM WIRE WILL BE PERMIT'ED. MILLER PLACE , NEW YORK , 1 1 764 9 LEAVE 1/I6" 5PAGE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT 4 GONVIENIENGE DUPLEX REGEPT kLES SHALL BE 15 AMP, 125 VOLT, 2 POLE, SND PROJECT L BNEET: ALL PANEL EDGE JOINTS 3 WIRE, GROUNDING TYPE AS EHUNN ON DRAWINGS. PROVIDE GROUND 04- 1023 10 SOLID BLOCKING FROM TOP/61RDER OR FOUNDATION WALL TO THE UNDER51DE FAULT REGEPTAGLE5 WHERE REWIRED BY N.EG RETAIN STORM WATER RUNOFF SECTION 45.10C VOICE : ( 6 3 1 ) 7 4 4- 1 2 1 5 OF FLOOR AT WOOD COLUMNS. ALL STRUCTURAL MEMBERS SHALL BEAR. ON 4" D6m* PURSUANT TO SX 4" WOOD COLUMNS AT EAGH END UNLE55 OTHERWISE NOTED 04/16/04 T- 1 OF THE TOWN CODE.ECTI LIF FAX : ( 631 ) 744- 121 5 � AS NOTED EMAIL : STRUCTUREHD@❑ PTONLINE . NET 7L: 9TRUMTUREHQCDOPTONUNE An RE EXISTING GONGRETE FOUNDATION WALL TO BE REMOVED TO BELOW DASHED LINE INDICATED EXISTING STRUCTURE EXI5T 6 5 XIST G TO PORTION OF WOOD DECK TO BE REMAIN REMOVED AND REBUILT AROUND E_ M E E3 I G N S NEW REAR EXTENSION - - - _- E 25A 6wT[ LR3 r ACE, NEW YORK,11764 EXISTING CLASS SLIDER TO BE CAREFULLY REMOVED AND 311744-1215 RELOGATED TO NEW EXTERIOR 1 944-121 5 WALL. r_- - LICTUREHO CDOPTONLINE NET _ L DRAWING INDEX EXISTING GLASS SLIDER TO BE 1 IIS_ 1 CAREFULLY REMOVED AND RELOCATED TO NEW EXTERIOR WALL T-1 TITLE SHEET ALL EXISTING FLOORING AND --� DEMOLITION, LOWER LEVEL AND MANN A i LEVELPLANS -- - -1 WALL5 TO BE PREPARED FOR NEW Ili EXISTING WINDOW TO REMAIN - CONSTRUCTION ELEVATIONS, SECTION AND PARTIAL ROOF 7 ----� PLAN EXISTING FAMILY J EXISTING I -, A-3 SPECIFICATIONS AND NAILING S �- ROOM I BEDROOM A-3 r REMOVAL NOTE5. I EXCEPT AS OTHERWISE SPEGIFIED, ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OF THE GONTRACTOR AND IMMEDIATELY SHALL BE REMOVED FROM THE EXISTING INTERIOR PARTITION OWNERS PROPERTY BY THE CONTRACTOR WALLS TO REMAIN, TYPICAL -------------------------------------- 2 SUPPORT AND MAINTAIN IN PLACE AND IN OPERATION ALL EXISTING SERVICE, AND -- - - - IMMEDIATELY` RESTORE ANY SUCH 5ERVIGE IF DAMAGED - ` -- 3 J5E MEANS NECESSARY TO PREVENT DUST AND N015E FROM BEGOMIN6 A NU15ANGE TO THE PUBLI,G, TO NEIGHBORS, AND TO OTHER WORK BEING PERFORMED ON OR L J — NEAR THE SITE HALL 4 SHUT OFF, GAP, AND OTHERWISE PROTECT EXISTING PUBLIC UTILITY LINES IN EXISTING _ AGGORDANGE WITH THE REOUIREMENT5 OF THE PUBLIC AGENCY HAVING - JURI5DIGTION BATHROOM -1 S.ALL PLUMBING AND WCLOSETASTE LINES SHALL BE SHUT OFF, GUT BACK AND PREPARED �,.L FOR NEW ROUTING NOTE- I REMAINDER PORTION OF LOWER LEVEL NOT EFFECTED BY NEW WORK A LOMm L�/CL 6 MAIN LLVl1 DEMOLITION PLANS III 1/4•,11-0I, , 3 A-3 AI3 (3) 6"x6" WOOD COLUMNS- - - (2) 2"xb" FXISTINO RELOCATED DTE PROPOSED DECK® IqAE)E NEW WOOD DECK CONSTRUCTION TO MATCH EXISTING 5_r. _OCRO, ✓ -R 4G EX,ERIOR WALL �� _ ,x6„ b" O.G:- 6" O G.S.'DER =RO" Tr S JOISTSIST5(2) 2"x10" HE (2) NEW CASEMENT IwNDOWS, (U AT NEW 4"x4" WOOD POST, TYR. ® — EXISTING WOOD DEGK — NEW ADDITION © EITHER SIDE ��'I 3� ® 1 Issued FOR FILING w/2a/oa NEW ADDITION '- - 2 Q NEW (2) :2"x8" VALLEY RAFTERS, a Issued FOR cueHr RevlEw p{/16/o4 5TEEL PLATE - �-- --- -- _ m I _ - __ BOTH SIDES Ho. R[vlsloH�ssue oniE _ (2) 2"xb"_WITH (U I/2"xi"_ _ A-3 III NEW EXTERIOR FACADE TO MATCH EXI5TIN6 AS PER OWNER t NEW POURED CON(C PETE 'MALL AND Cl 4" DEEP CONCRETE SLAB fL Rlp � r,- NEW EXTERIOR FACADE TO _ oL mew (3) #5 REBAR EVENLY SPACED DOWELED MATCH EXISTING PSE 1 INTO EXI5TIN6 FOUNDATION TYP --- -- - DASHED LINES INGJIGATE EXISTING - n, L - NEW 4"x4" WOOD POST A x,P`' J. Et'o EXTERIOR GONGRPETE WALL TO REMOVED IN ITS ENTIRETY WITHIN * �` -I ---_ AREA OF WORK NEW 4"x4" WOOD POST— - —� 3 ' 2 ITH _ _ I � O1-3/4"x-7-1/4 .OE LVL W - W EXISTING FAMILY x4" WOOD FROST f J x NFW 4' _ 2 5/5'.1 /,T STEEL PLATES _ EXISTING N4 05J��4F ROOM UT EXISTINC-n SLAB OR NEI, BEDROOM ARDressl01 24"x24`x,2" DSP CONCRETE NEW HEADER FOR RIDGE BEAM EXI5TIN6 WINDOW TO REMAIN AND VALLEY RAFTERS NO Eh A5 B4MT- w,A:�n Z"A N pRD.IECf� 7 E\ 5_ N6vv�G4 C ,YAL_ -EET N6 A\:7 5_A5 Tf RE`4 OXEE RESIDENCE — — — -- --- — — REAR ADDIT! N I� 1475 MEDAY AVENUE -- ---- — --- — I HALL MATTITUCK, NY 11952 — — — — — EXISTING BATHROOM I I --I CLOSET RHD PRdFCI F 04- 1023 04/16/04 A- 1 C/�AIF 2 LOWER LEVEL (FOUNI7A7IONBASEMEN7) PLAN 2 MAIN LEVEL (FIRST FLOOR) PLAN II, AS NOTED 6GALGI/4'•i'-0° � BGALG� I/4"•I'-0" FlRY NAPE AND 1DDRE5R: STRUCTURE HOME DESIGNS 565 ROUTE 25A SUITE LR3 ASPHALT 51FINSLFS ON #15 FELT MILLER PLACE, NEW VCRK, 11964 OVER 1/2" COX PLYWOOD ON VOICE (631 ) 744-1215 ROOF RAFTERS, TYP, FAX. 1631 1 744-1 21 5 ASPHALT SHINGLES ON #15 FELT_ _---- - -O" OVERHANG TO MATCH FRONT AND EMAIL: STRUCTUREHo@OFTONLINE NET REAR OVER 1/2" COX PLYWOOD ON OF HOUSE ROOF RAFTERS, TYP GONTINOUS RIDGE VENT, TYPICAL , DRAWING INDEX - - - " -- _ - _ . .___.-_-----_ - NEW ARCH WINDOW OVER c ='';P GONTINOUS SOFITT VENT, TYPICAL - L = EIC-cE T-i TITLE SHEET EXISTINS SLIDER, SEE I/A-3 FOR _-_ MORE INFORMATION DEMOLITION, LOWER LEVEL AND MAIN _- ---_--- _--- EXISTING WINDOW TO REMAIN A-� LEVELPLANS _ - ELEVATIONS, SECTION AND PARTIAL ROOF NEW LOCATION OF EXI5TN6 _ _ _ - — - —_ (2) NEW CASEMENT WINDOWS AT % A2 PLAN SLA55 SLIDER __ ._ _ __ " - -- EACH SIDE _ -'----'--'--"' A-3 SPECIFICATIONS AND NAILING SCHEDULE C''ROP05ED IMOD DECK `O "ATC + EX 5_„4,5 NEW WOOD DECK TO MATCH ----- EXISTING ------------------ -1 N-DN _OC AT-CN OP EX:57'!NG -- - - - oLAS55L:DER --- - - _ I — � Y go PARTIAL NORTH ELEVATION 2 PARTIAL WEST ELEVATION sc,u.e, va•.r-0• sc,aL.e, va".r-o^ NEW (3) -3/4"xl-I/4" 2 O LVL WITH (2) 5/8"xl-1/4" STEEL PLATES SEE DETAIL CIA-3 NEW 2"x8" RIDSE BEAM SEE DETAIL 2F/A-3 NEW 2"x8” WITH R-IQ INSJLAT�ON ROOF RAFTERS - A5PHALT SHINSLES ON 015 FELT \ ' OVER 1/2" COX PLYVOOD ON - -- ROOF RAFTERS, TTP -- 1 ISSUED FOR FUND 04/26/04 �l SEE DE—A,_ 2DeE!A-3 0 ISSUED FOR CUEM REVIEW 04/15/04 NO RIDASION/ISSUE DAIS I,'2 SrF. BOARD ON 2 x4 6 6 OCL n R-8 N5LLATION, 2' CDX P_-WOOD I ROFEss SHEATHINS, TYVE.X AND VINL SIDING- SEOF x 'YP (2) 2"x8" vJ'TH ('�) J2"xT ' STEEL PLA-E J. J. NEW 2"x8" FLOOR JOISTS ® I6" O.G. W:TH ` R-19 INSULATION, JOISTS TO BE SAW GUT TO AGCOMODATE EXISTING JOISTS AND o O GEILINS ASSEMBLY Nye N0. 059p9 SEE DETAIL 2AE5/A ._ _ _ _-_—_____- �➢FEastoll 71 EXISTINS TRUE 2'7 FLOOR JOISTS / PR C!�0 F� F uD ADDRESS, NEW 2"x6" DECK JOISTS ® 16" OC LINE OF EXISTINS FOUNDATION WALL NEW 2"xb" NAILER FOR SYP5UM BOARD I� INTERIOR FINISH TO MATCH THAT OF OXEE RESIDENCE EXISTINS REARADD/T/ N NEW 4"x4" WOOD P05T 1475 MEDAY AVENUE SEE DETAIL 26/A-3 MATTITUCK, NY 11952 1 Silo PR�IFC! /L eNFFi' 04- 1023 04/16/04 A-2 3 SECTION AS NOTED £ ImAt4# F - i •3•.d". "L,, :: Jr= . . . •'. ., 1 R�.�W'kt , "� ' ti •t4x v rvl 1, ' I ' r ' - r l„nx REFERENCE 57ANDARD: AMERICAN FOREST AND PAPER AS50GIATION (AF6PA ' „' F R905.1.5 FASTENERS: ,.- :+ �... u. ,. . �: e n .. rr.....+ rn 1'c.`n,'F$x I' WOOD FRAME CONSTRUCTION MANUAL FOR ONE A FASTENERS FOR ASPHALT SHINGLES SHALL BE GALAVANIZED STEEL, NUMBER AND TYPE OF F77565ROU�TE 7W0—FAMILY DWELLINGS STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 DC5CRIPTION OF BUILDINS ELEMENTS FASTENER -bod 5FACIN& OP FASTENERS AREA WIND 5PEED: 110 MPH ENERGY CALCULATIONS: SEE ATTACHED GAGE [0.105 INCH (2.67 MM)] SHANK WITH A MINIMUM 3/8” (19.1 MM) INTO JOIST TO SILL OR GIRDER, TOE NAIL 3-8d STRUCTURE THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4" I"xb" 5UBPLOOR OR LE55 TO EACH .101ST, FACE NAIL 2-8d - � E S 1 Ci N SSNOW LOAD: 45 LBS./50.FT. (GROUND SNOW LOAD) (19.1 MM) THIGH, THE FASTENERS SHALL PENETRATE THROUGH THE 2 STAPLES, 13/4 SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. 2" SUBFLOOR TO -1015T OR GIRDER, BLIND AND FAGS NAIL 2-166 _ SuITI, LR3 SIESMIG: SEISMIC DESIGN CATEGORY - B SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL MILLER PLACE, NEW voRK, I 1784 R9OS.2.6 ATTACHMENT' Ibd 6" o.c. VOICE (6311 9aa-1z O DESIGN LOADS: LIVE LOAD DCAD LOAD ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS TOP OR SOLE PLATE TO STUD, END NAIL 2-Ibd - STUD TO SOLE PLATE, TOE NAIL FAx 163 n vaa-1 z 1 s D BY THE MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT 3-8d OR 2-Ibd FAXEMAIL BTRu 44-1 21 5 PTOMLw[ NET BEDROOMS: 30 LBS./SO.FT. IS LBS./50.FT. SHINGLES SHALL BE SEGURED TO THE ROOF WITH NOT LESS THAN (4) DOUBLE STUDS, FACE NAIL IOd 24" o.c. FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL DOUBLE TOP PLATES, FACE NAIL IOd 24" o.c. LIVING AREAS, 40 LB5./SG.FT. 15 LB5./50.FT. SHINGLE WHERE THE ROOF SLOPE FOR 20 UNITS VERTICAL IN 12 SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-Ibd I6" o .c ATTIC: 20 LBSJ5G.FT. 15 LBS./50.FT, UNITS HORZONTAL (20:12), SPECIAL METHODS OF FASTENING ARE DOUBLE TOP PLATES, MINIMUM 48-INCH OFFSET END DRAWING INDEX REQUIRED. JOINTS, FACE NAIL IN LAPPED AREA 8-Ibd - ASPHALEXCEPTION. BLOGKIN6 BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d T-1 TITLE SKEET BOOP: WA I5 LB5./SO.FT. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF (b) FASTENERS FLOOR AREA: MAIN LEVELS GARAGE PER SHNIGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING RIM JOIST TC TOP PLATE, TOE NAIL 8d 6" o,c. A 1 LEVEL DEMOLITION LOWER LEVEL AND MART CATEGORIES: TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-I0d LEVEL PLANS EXISTING: ±1,305 50./FT. ±4518 SQJFT. ±577 50./FT THE BASIC WIND SPEED PER FIGURE R301.2(4) IS 110 MILES PER HOUR BUILT-UP HEADER, TWO PIECES WITH " SPACER Ibd 16" o.c ALONG EACH EDGE ELEVATIONS SECTION AND PARTIAL BOCF(1T CONTINUED HEADER, TWO PIECES KM/H) OR GREATER AND THE EAVE IS 20 FEET (6096 MM) OR 16d 16" o.c ALONG EACH EDn-? GE PLAN NEW: 68 50-/FT, 68 50./TT WA TOTI, 2 HIGHER ABOVE GRADE. CEILING JOISTS TO PLATE, TOE NAIL 3-8d - TOTALS: ±1,373 SQ./FT. !886 50./FT. ±577 50./FT 32,836 5G/FT. THE BASIC WIND SPEED PER FIGURE R501.2(4) 15 120 MILES PER HOUR CONTINUOS HEADER TO STUD, TOE NAIL 4-8d _ A-3 SPECIFICATIONS AND NAILINGSCHEDULE 3 (193 KM/H) OR GREATER. GEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-I0d LOLOCATION OF SMOKE AND CARBON MONOXIDE DETECTORS. SPECIAL WIND ZONES PER FIGURE R301.2(4). GEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-I0d - aO I PIIOI4 RfIDIXTIAL D A Hr..A YORK STATU LIN EACH SLEEPING ROOM, INCLUDING EXISTING GONSTRUGTION RAFTER TO PLATE, TOE NAIL 2-Ibd 2 OUTSIDE OF EAGH 5PERATE SLEEPING AREA IN THE IMMEDIATE VICINITY' I" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d - OF THE BEDRROM5. 2 STAPLES, 13/4 _ 3.ON EACH ADDITIONAL STORY OF THE DWELLING, INGLUDIN6 BASEMENTS "xb" SHEATHING TO EACH BEARING, FACE NAIL 2-8d AND CELLARS. 4.SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED 2 STAPLES, 13/4 "x45" SHEATHING TO EACH BEARING, FACE NAIL 2-8d _ 31 STAPLES, 13/4 - _ WIDER THAN I"xb" SHEATHING TO EACH BEARING, FACE NAIL 3-8d - +1IMSTAPLES, 15/4 WREN - 5 i",':I'., M ,. r ° -.k BUILT-UP CORNER STUDS IOd 24" o.c UNIT DENSIONS IF0116H OPENING CLEAR OPENING ... ROUGH OPENING 10-d NAIL EACH LAYER AS FOLLOWS. 'u UNIT DIMENSIONS BUILT-UP GIRDERS AND BEAM5, 2-INCH LUMBER LAYERS DIMENSIONS DIMENSIONS IMEN NS 32"o.c AT TOP AND BOTTOM ANDERSEN UNIT NO 1 ^10TH HEIGHT WIDTH HEIGHT WIDTH HEIGHT D�' DOOR TYPO WIDTH HEIGHT WIDTH HEIGHT AND STAGGERED. TWO NAILS AT a • ACE) 615 2 -C I/8" 4-.I 7/8 2'-O 5/8" 5-O 3/8' I 10 13/16" S5" W6 6' I A q0p F0068 (ANDB25EN SLIDEfv T-II I/4" -7 I/2" 8'-O" ENDS AND AT EACH 5PLIGE 6'-8 I/4" 2" PLANKS 2-Ibd AT EACH BEARING ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: AOO G15 1 2 -O :15, 1 4 7'8" 2 -0 5/8' 51-05/8 IO 13/16, 55' B 400 FM5b0bb WITH 4001 ET8 1'-11 1/4" 8'-4 29/32" 8'-10" 8'-5 1/2" TOE NAIL 4-16d - FACE NAIL 1 B 400 1!5 2 -^ I.8 4- I 7/b' 2-0 5/8" 5'-0 3/8 10 13/16" 55" 3-Ibd RAFTER TIES TO RAFTERS, FACE NAIL - 4 4C0 115 2'-0 !a 4-C 7/B" 1 2'-0 5/8' 5 -O 3/8'" IO 13/16" WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING, AND PARTICLEBOARD WALL SHEATHING TO FRAMING 55" 5X6„42„ d COMMON NAIL (SUBFLOOR, WALL) b 129 d COMMON NAIL (ROOF)f 1%2"-1" eld COMMON NAIL 6 129 Ye -V'a IOd COMMON NAIL OR 8d DEFORMED NAIL b 12 l DESCRIPTION OF 5PAGIN6 OF FASTENERS BUILDING MATERIALS DESCRIPTION OF FASTENERO"' III (INCHES)' INTERMEDIATE 5UPPORTS°'E (INCHES) OTHER WALL SHEATHING ^ Y2" REGULAR UIW2" GALVANIZED ROOFING NAIL bd 3 b FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 GA., Jvi' LONG )2" STRUCTURAL CELLULOSIC lV2" GALVANIZED ROOFING NAIL 8d FIBERBOARD 5HEATHIN6 COMMON NAIL STAPLE I6 GA„ 4" LONG 3 b 211 STRUCTURAL IY2" GALVANIZED ROOFING NAIL 8d GELLULOSIG FIBERBOARD COMMON NAIL STAPLE 16 6A., L)4" LONG 3 6 JV2" GALVANIZED ROOFING NAIL; bd 6" GYPSUM SHEATHING COMMON NAIL; STAPLE GALVANIZED, V2" 4 8 LONG, lV4" 5GREW5, TYPE W OR 5 15/4' GALVANIZED ROOFING NAIL; 8d 5/B" 6YPSUM SHEATHING COMMON NAIL, STAPLE GALVANIZED, 15/B" 4 8 LONG; %B" SCREWS, TYPE W OR 5 WOOD STRUCTURAL PANELS, COMBINATION SUBPLOOR UNDERLAYMENT TO FRAMING 3/4" AND LE55 bd DEFORMED NAIL OR 8d COMMON NAIL b 12 /e" -1" 8d COMMON NAIL OR 8d DEFORMED NAIL b 12 V'B"HI IOd COMMON NAIL OR 8d DEFORMED b 12 NAIL FOR 51, 1 IN -H 4 mm, FCOIT=3040 mm. I MILE PER HOLRwIbOq krvH ° ALL NAIL5 ARE SMIXJTI-coMnoN,BOX OR DEFORNE'y W. EXCE HERE OTIERINISE STATED NAIL5 USED FOR FRAMING AND SREATHI145 CONNECTIONS SHALL HAVE MINIWM AVERAGE BENOIN6 YIELD STREN6745 A5 FOLLOWS, 6061(551 Mq°) POR SHANK DIAMETER OF 0.193'(20d COMMON NAIL).90 USI(620 MpW FOR SHANK DIAMETERS LARGER THAN 0.14]' BUT NOT GABBER THAN O.M",AND 100 MDI(609 MoW FOR SHANK DIAMETER OF O 142. OR LE55. b.STARES ARE 16 6A6E WIRE AND HAVE A MINtNU, /„ON DIAMETER GROW WIDTH 4 NAILS SHALL BE SPACED AT NOT M THAN 6'04.AT ALL SIFPORT5 WHERE SPANS ARE 46'OR GREATER d 4-FOOT- -b-POOT OR 4-FOOT-5Yh-FST PANELS SHALL ENE APPLIED VERTICALLY, e.SPALIN6 OF FASTENERS NOT INQLUDEp IN TH15 TABLE SHALL BE BASED OH TABLE R6023(I) I ISSUED FOR FUND 04/26/04 T FOR REGIONS NAVIN6 BASIC WIND SPEED OF 110 mPM OR GREATER,bd DE OR ED NAIL5 SHALL BE USED FOR ATTACHING PLYWOOD AND WOOD 5TRIX:ThRAL PANEL ROOF SHEATHING TO PRAMIN6 WITHIN MINIMUM 46' DISTAN6E FROM GABLE Em WALLS,IF MEAN ROOF HE16M 15 MORE THAN 25 FEET,UP TO 35 FEET MA)OM)H 0 ISSUED FOR CUENI REVIEW 04/16/04 g FOR REGIONS HAVING BASK WINO SPEED OF 100 rrrrppFF�,OR LF55,NAILS FOR ATTACHING WOOD 5TRUOTTRAL PANEL ROOF S F41NG TO GABLE END Y14LL FRAMING SHALL BE N0. RENSIDN/15511E PATE SPACED 6'°c..HEN BA510 WINO 5P® I5 6REAT431 THAN 100 mi�lhl NAILS FOR ATTACHIN6 PANEL ROOF SHEXT 1146 TO INTERMEDIATE GFPORTS SHALL BE SPACED 6'oz.FOR MINIMUM 46"DISTANCE FROM RIDGES,EAVES AND 6AELE EID WALLS,Alm 4"os,TO GABLE ENO WALL FRMIIMB. h 6TP51M SIEATHINB SHALL CONFORM TO ASTM C Tq AH SHALL BE INSTALL® IN ACCORDANCE WITH 6A 253 FIBERBOARD SHEATHING SHALL CONFORM TO A5TH L 200 (D2�0r= ANALYSIS NI=ORMAT I ON I SPACING OF PA5TEER5 ON FLOOR S EA HIND PANEL ED6E5 APPLIES TO PANEL EDGED SUPPORTED BY FRANIN6 MEMBERS AND AT ALL BOOR PERIMETERS ONLY.5PAGIN6 OF FA5TENE25ONROOFSHFJ,TIHINB PANEL EDGES AERIES TO PA'EL. ED6E5 50PPORTED BY FRAMIN6 MEMBERS AND AT ALL ROOF PLANE PERIMETERS BLOKING OF ROOF ORE� N.TS. PLOOR 5HEATHINeS PANE_� �ICULAR TO THE ROGF PERIMETER SHALL BE SRPOR D BY FRAMING MENBER51OR 5OLID ELOCKIKSNOT BE REQUIRED EXCEPT AT INTERSECTION OF ADJACENT ROOF PLANES.FLOOR AND BE S g4`an,Ns �' Oe�Fi 1 Z'Tfp qN,O059B� q- r ! 1 'TTTi2 0.. ` 2•MINIMUM OXEE RESIDENCE Y SIDFCOVER REARADD117UN eT k 1475 VEDAY AVENUE MATTITUCK, NY 11952 w �/J _REB PRpIECT / cur^, KA`1,94MI MSTAM6b J 1SIMP50N 557016 • BP _ SIMPSON LU926 G 51MPSON NI 51MPSON MTSBO F SIMPBON LSTA24 SI— N � 04- 1023 DAIL w 04/16/04 A-3 ` 5E15MIC CONNECTIONS SC LAS NOTED 6GALE: N.Tb. ' GL I ANT : RR' IU• u0 ADDRESS, G• I I SECTION : 113 STRUCTURE. :� s�ht, n �� . ,�; - 4-_OF. I 'Fhe qnD �y F, '� H C3 M E C3 E S 1 G N S RENOVATION @ B> ooK: a 1 �" � \ 565 ROUT E LR3 �1�1i1 R� � `,w : , F 1 :T. �G \y 1 MILLER PL YORK,11964 LOT: 5 ", v %"1 Nt � Qb � V[ IUE: 163 5 D ., 2 :'I h Yhl..'(14r-- - ice d p '3 FAX: (631 ) 7 15 OXEE RESIDENCE LOT SIZE : ��/��� ��/I T• V14p. � EMAIL GTR CT 0.EHD0.PTONLINENET TOWN: SOUTHOLD a ( ,�i;1'_�f��'Mea.lr'i�.e - '� � ';• �5. DeA­ RAWING INDEX 1 475 M E D A Y AVENUE 6 r wy r ,, T.i TITLE SHEET w° " ��i .: A,,Y I A DEMOLITION, LOWER LEVEL AND MAIN M ATT I T U C K 7 NY 1 1 952 SITE LOBATION ;s LEVEL PLANS _, au n ELEVATIONS, SECTION AND PARTIAL ROOF (,yV°' - aP .ra+ �I A-z PLAN ,^N f Wn g044A rGy jr /Y�✓pA A A-3 SPECIFICATIONS AND NAILING SCHEDULE i .Cy ff ,yy , p ` FLAN : NOTE SENERAP . GON57RCTION NOTES : INFORMATION TAKEN FROM SURVEY PREPARED B M VIT11TCK CREEK PODER16K. VAN TUYL, P-C, IN C-REENPORT , NY ON AUGUST 291, 19'1' GENERAL CARPENTRY 8439410"E 78I, ALL WORK SHALL BE GOVERNED BR Y THE TERMS AND CONDITIONS OF THE I. PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED. ,2 i GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. NO NOTE OR 2. WINOW5 - SEE SHEET A-7 FOR WINDOW 5GHEOULE DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL 3. INTERIOR DOORS - AS SELECTED BY HOMEOWNER EXIST. DOCK g HIGH WATER MARK STATE AND LOCAL CODES, 4. WALLS SHALL BE 2x4 WOOD STUDS AT I'-4" O.G. WITH (2) LAYERS OF I/2" $ EXIST. STEPS m $ 2. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, GYPSUM BOARD ON INTERIOR SURFACES. CEILINGS SHALL F C LAYER 1/211 ORDINANCES, REGULATIONS AND ORDERS OF ANY PUBLIG AUTHORITY BEARING ON GYPSUM BOARD. PROVIDE WR GYPSUM BOARD ON ALL SURFACES IN TOILET. THE PERFORMANCE OF THE WORK INDICATED IN THE CONTRACT DOCUMENTS. 5. GYPSUM BOARD WALL5 SHALL HAVE CORNERS REINFORCED WITH METAL HIGH WATER MARK PER FILED MAP 3. UNLESS SPECIFICALLY NOTED OTHER1,4I5E, THE GONTRAGTOR SHALL PROVIDE BEADS. ALL JOINTS SHALL BE TAPED AND 5PAGKLED RECEIVING THREE AND PAY FOR ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, MACHINERY AND GOAT5 OF SPACKLING COMPOUND SANDED TO SMOOTH FINISH. X-XX-X OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION OF 6. ALL GYPSUM BOARD IN BATHROOMS TO BE "BLUE BOARD" EXCEPT THE WORK. TUB SURROUND TO BE GEMENT BOARD PORTION OF DECK TO BE EXIST. FENGE 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND RELOCATED OMISSIONS OF ALL HIS EMPLOYEES AND ALL SUBCONTRACTORS, THEIR AGENTS -1, PROVIDE (2)-2 X 12 WITH 1/2" PLYWOOD HEADERS AND TRIMMERS AT ALL AND EMPLOYEES AND ALL OTHER PERSONS PERFORMING ANY OF THE WORK FOR OPENINGS. V 7 THE CONTRACTOR. 8. ALL EXTERIOR WOOD TRIM SHALL BE GAPPED WITH ALUMINUM O O 5. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH I THE CONDITIONS THEREON AND TO DETERMINE THE EXTENT OF ALL INSULATION AND WATERPROOPIN6 EXIST. WOOD DECK FACILITIE5 ANQ 5ERVICE5 REQUIRED TO PERFORM THE WORK IN 5TRIGT LOCATION OF NEW ADDITION ACCORDANCE WITH THE CONTRACT DOGUMENT5. I. FURNISH AND INSTALL FIBERGLASS BATT INSULATION WITH SEPARATE 6. THE GONTRAO'OR SHALL BE RESPONSIBLE FOR ANY DAMAGE INGURRED POLYETHYLENE SHEET VAPOR BARRIER TO OBTAIN INSULATING VALUES TO MEET ANYWHERE WITHIN THE BOUNDARIES OF THE PROPERTY, AND ANY DAMAGE OR. EXCEED ALL APPLICABLE LOCAL AND STATE ENERGY CODES. EXIST. MASONRY WALLS SHALL BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE ARCHITECT 2. RIGID INSULATION SHALL BE GELOTEX "THERMAX" ISOSYANUARATE AND OWNER. BOARD OR EQUIVELANT (R-6.6/I1NG4 5's EXIST. 1-5TORY FRAME HOUSE -f. DURING THE GOUR5E OF THE WORK, THE CONTRACTOR SHALL REGULARLY 3. PROVIDE FLASHING AT ALL PENETRATIONS THROUGH ROOF, RIDGES, VALLEYS, REMOVE ALL UNUSED MATERIAL, RUBBISH AND DEBRIS FROM THE PROPERTY. HEADS AND SILLS OF WINDOWS, HEADS OF EXTERIOR DOORS THE 51TE AND PREMISES SHALL BE KEPT REASONABLY GLEAN, NEAT AND ORDERLY TO THE SATISFACTION OF THE OWNER. CAULKING EXIST. FENCE 8.ALL SURVEYS, BORINGS AND OTHER STUDIES REQUIRED FOR THE EXECUTION EXTERIOR - GE SILICONE OR DAP LATEX OF THE WORK ,SHALL BE PROVIDED BY THE OWNER. 9. DO NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. 2. INTERIOR - TREMGO "CAULKING COMPOUND" I�.. 10. ALL DIMENSIONS TO THE EXTERIOR WOOD FRAME WALLS SHALL BE TO THE R00PIN6 OUTSIDE FACE OF STUD (F.O.5J UNLE55 OTHERWISE NOTED. ALL DIMENSIONS ARE ACTUAL STUD DIMENSIONS. I. ROOFING FELTS SHALL BE 15 LB. MINIMUM INSTALLED IN ACCORDANCE WITH IN5TRUGTION5 OF ROOFING MANUFACTURER. 11. NOTATIONS ON ANY PLAN, ELEVATION, SECTION OR DETAIL ARE APPLICABLE 2. ALL METAL FLASHING SHALL BE ALUMINUM I TO ALL PLANS, ELEVATIONS, SECTIONS AND DETAILS. 12. CONTRAGTOR�SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO 3. ROOFING SHALL BE "GAF" TIMBERLINE 30 ARCHITECTURAL STYLE OR 1 SUBMITTING BIP5 AND SHALL SHALL REPORT TO ARCHITECT ANY CONDITIONS WHICH EQUIVELANT. EXIST. BLAGKTO' DRIVEWAY WOULD INTERFERE WITH COMPLETION OF THE WORK. 4 ROOF SHEATHING TO BE 1" GEXTERIOR GRADE GDP PLYWOOD LAVED m WITH VERTICAL JOINTS STAGGERED AND SPACER CLIPS IN HORIZONTAL w HALL SUBMIT ALL SHOP DRAWIN65 FOR REVIEW AND APPROVAL OF JOINTS A5 NEEDED. THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. SUBMITTAL SHALL BE IN THE 1 C Q1 REVISED 9: REISSUED FOR FUND 09/29/04 13. CONTRAGTOR�5 FORM OF ONEII(I) REPRODUCIBLE SEPIA TRANSPARENCY (POSITIVE SIDE UP) AND TWO IS DING t n n (2) 84W PRIN" OF EACH DRAWING. GUTS SHALL BE SUBMITTED IN FIVE (5) COPIES I. WALL SHEATHING SHALL BE 1/2" EXTERIOR GRADE COX PLYWOOD. 1 ISSUED FOR FILING 04/26/04 m EACH. IIII 2. AIIR INFILTRATION BARRIER SHALL BE "TYVEK" HOUSEWRAP A5 o issu90 FOR cuENr REvltw a/16/04 14. PATCH ALL WALL5, FLOORS AND CEILINGS WHERE WALLS ARE REMOVED TO MATCH FINISH, TEXTURIE AND COLOR IN ADJACENT AREAS. MANUFACTURED ID NG NITH. No. RLVIswN/rswE Dire I S 73°49'W"W 75.00' 15. THE ARCHITECT 15 NOT EMPLOYED FOR SUPERVISION OF CONSTRUCTION 3. SIDING - VINYL SIDING WITH 5" REVEAL I6. PROVIDE SMOKE DETECTORS AS PER NYS BUILDING CODE FUNIS ES MED�1Y t�VE.���'�- SOF NEW Y04 TIMBER P I. EX(TERIOR PAINT SHALL BE PITTSBURGH PAINT, BENJAMIN MOORE OR p ps J. be, I, ALL STRUCTURAL GIRDERS, BEAMS AND HEADERS SHALL BE DOUGLAS FIR 5HERWIN WILLIAM5, ONE UNDERCOAT AND ONE FINISH GOAT. COLORS ASNO. I GRADE LUMBER, ao` 1 A MINIMUM FI ER BENDING, TR 55CONTENT OF 1450 P51,OEXCEED 1596 AND HAVING SELECTED 2 INTERIOR FAINT THE OWNER. 0 P51 MINIMUM FOR SHEAR 'k• ° �' NT SHALL 8E BENJAMIN MOORE, PITTSBURGH PAINT OR � w ,1 a AND A MODUl�,US OF ELASTICITY OF 1,700,000 UNLE55 OTHERWISE NOTED. 5HERWIN WILLIAM5, ONE PRIME GOAT, 2 FIN15H GOATS - COLOR AS i VALUES ARE FOR SUFACED, DRY LUMBER ONLY, USED AT 19% MAX. 5ELEGTED BY OWNER. MOISTURE CONTENT. 3. FLOOR FINISH SHALL BE AS SELECTED BY OWNER sFa °F 059 y4. FEssaNp 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. ARA I PLUMBING 3. PROVIDE SOLID BRIDGING BETWEEN JOISTS AT 6-0" O.G. MAXIMUM. 4, UNLESS OTHERWISE NOTED, ALL WINDOW AND DOOR OPENINGS SHALL 1. AILL PLUMBING FIXTURES SHALL BE AS SELECTED BY OWNER. HAVE (2)-2XB WITH 1/2" PLYWOOD HEADERS ABOVE. 2. AILL PLUMBING WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE AND P E,,. .ue wu0 ,�OREs=• 5. ALL PLATES I,N CONTACT WITH FOUNDATION WALLS TO BE GGA PRE55URE FEDERAL CODES. SITRUCTURE MAXIMU E BONED TO FOUNDATION TIOF WALED AN[? HAVE CONTINUOUS L TERMITE SHIELDS. PLATES THE ELECT L LLS WITH 1/2" DIAMETER BOLTS AT MAXIMUM 6' O.G. AND MAXIMUM I'-O" FROM EACH END. BOLTS I. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS OXEE RESIDENCE MUST BE EMBEDDED A MINIMUM " INTO FOUNDATION WALLS. NECESSARY FOR COMPLETE IN5TALLATION OR WORK SHOWN ON THE REARADDITI N DIRAWING5 AND FURNISH THE OWNER WITH A NY5 FIRE UNDERWRITERS 1475 MEDAY AVENUE Q M ES 6. ALL 5U5-FLOPRING, WALL AND ROOF SHEATHING SHALL BE EXTERIOR CIFRTIFIGATE UPON COMPLETION. D1 G N S GRADE COX PLYWOOD. 51,BFLOORIN6 - 3/4" GDX. MATTITUCK, NY 11952 2. AILL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 7. ALL TIMBER WNNEGTION5 SHALL BE MADE WITH JOI5T HANGERS, FRAMING NATIONAL ELECTRIC CODE (N.E.G.) AND THE RULES AND REGULATIONS OF THE ANCHORS, O RAFTER ANCHORS OF MINIMUM 18 GAGE PRIME GALVANIZED LOCAL UTILITY COMPANY. STEEL AS MA�NUFAGTURED BY TEGO OR SIMPSON. 565 R ❑ UTE 25A SUITE L R 3 D. ALL PLYWOOD, TRUSSES, AND LUMBER SHALL BEAR V151BLE GRADE STAMPING. 3. AILL WIRING SHALL BE MINIMUM #12 AND I4 (A5 REQUIRED) COPPER. NO AILUMINUM WIRE WILL BE PERMITTED. 9. LEAVE 1/I6" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT 4. CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT, 2 POLE, SNO PRaEcr w: turn. MILLER PLACE , NEW YORK , 1 1 764 ALL PANEL E�,6E JOINTS. 3 WIRE, GROUNDING TYPE AS 5HONN ON DRAWINGS. PROVIDE GROUND 04-1023 10. SOLID BLOGIItING FROM TOP/61RDER OR FOUNDATION WALL TO THE UNDERSIDE FAULT RECEPTACLES WHERE REQUIRED BY N.E.G. L. OF FLOOR AT WOOD COLUMNS. ALL STRUCTURAL MEMBERS SHALL BEAR ON 4" 04/16/04 Tom , VOICE : ( 6 3 1 ) 744- 1215 X 4" WOOD GI LUMNS AT EACH END UNLESS OTHERWISE NOTED. ITALL FAX : ( 631 ) 744- 1 21 5 As NOTED EMAIL : STRUCTUREHD@OPTONLINE . NET rFAX: 4 LnnaE�a•EXISTING CONCRETE FOUNDATION UCTURE: WALL TO BE REMOVED TO BELOW DASHED LINE INDICATED EXISTINGEXISTING SLAB. EXISTING SLAB TO PORTION OF WOOD DECK TO BEREMOVED AND REBUILT AROUND E 00 E.S I C+ N S REMAIN NEW REAR EXTEN51ON TE 25A 61JITE LR3 - - - - - - - LACE, NEWYORK,11964 311 944-1315 EXISTING GLASS 5LIDER TO BE1 1 944-1 215 CAREFULLY REMOVED ANDRELOCATED TO NEW EXTERIOR R4JCTLIREH000PTONLINE.NET WALL. — — _ — — — _ EXI5TINe GLA55 SLIDER TO BE DRAWING INDEX CAREFULLY REMOVED AND RELOCATED TO NEW EXTERIOR WALL T-1 TITLE SHEET DEMOLITION,LOWER LEVEL ANb MAIN ALL EXISTING FLOORING AND A-1 LEVEL PLANS III WALLS TO BE PREPARED FOR NEW ELEVATIONS,SECTION AND PARTIAL ROOF EXISTING WINDOW TO REMAIN------_",. CON5TRUGTION A 2 PLAN 'i EXISTIN6 FAMILY BEDROOM EXISTINA-3 SPECIFICATIONS AND NAILING SCHEDULE ROOM REMOVAL NOTES LEXGEPT AS OTHERWISE 5PEGIFIED, ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OF THE GONTRAGTOR AND IMMEDIATELY SHALL BE REMOVED FROM THE EXI5TIN6 INTERIOR PARTITION OWNERS PROPERTY BY THE GONTRAGTOR WALLS TO REMAIN, TYPIGAL 2.5UPPORT AND MAINTAIN IN PLACE AND IN OPERATION ALL EXISTING SERVICE, AND ^0: •'� IMMEDIATELY RESTORE ANY SUCH SERVICE IF DAMAGED 0 3.U5E MEANS NECE55ARY TO PREVENT DUST AND NOISE FROM BECOMING A NUISANCE - TO THE PUBLIC, TO NEIGHBORS, AND TO OTHER WORK BEING PERFORMED ON OR NEAR THE SITE HALL 4.5HUT OFF, GAP, AND OTHERWISE PROTECT EXISTING PUBLIC UTILITY LINES IN EXISTIN6 j ACCORDANCE WITH THE REQUIREMENTS OF THE PUBLIC, AGENCY HAVING BATHROOM JURI5DIC '10N CLOSET 5.ALL PLUMBIINO AND WASTE LINES SHALL BE SHUT OFF, GUT BACK AND PREPARED FOR NEW RGOUTIN6 NOTE: I.REMAINDER PORTION OF LOWER LEVEL NOT EFFECTED BY NEW WORK. A LoHm LEA L B MAIN LML DEMOLITION PLANS N 3GALZ 1/4601'-0' 3 I A-3 A 3 � (3) b"xb" WOOD r,6LUMNS 12,-0" (2) 2"xb" NEW WOOD DECK CONSTRUGTION TO MATCH EXI5TIN6 EX15TINI5 SLIDER TO 13E —12"XCI'p a Irl" NEW LOCATION OF EXI5TIN6 S, 4" 12 O 5,_4„ 6 REL GAR DWATO PROPOSED -I DECK JO 5 5 C DEGY� b" O.G. SLIDER FROM TH15 LEVEL ISTS Q • . ___— � (2) 2"xl0" HEADER 1 � ' ® ® ' EX15TINO WOOD DECK Qi at>nsEn r RvssOrD RM F c 1c/as/o4 NEW 4"x4" WOOD POST, TYP. m (2) NEW GA5EMENT WINDOWS, (1) AT R) 1 Ms FOR RUR6 p41A211 N Qj ® Ili EITHER SIDE Q in rl ` NEW ADDITION Ili N NEW D TION o MM FOR cuERr REVIEW u/16/a /04 NEW (2) 2"x8" VALLEY RAFTERS, ookit N 2'x&' WITH (I 1/2"x T" '°`-3 u m fl BOTH SIDES �' RE oRAs6uE To BE STEEL PLATE IU NEW EXTERIOR FACADE TO — — — — — 1 — NEW POURED CONCRETE WALL AND C1 oRnocRcnw, a •�• NEW MATCH EXISTIN6 AS PER OWE I ; fY E tf.OF FO 1 1 1 1 4" DEEP GONGRETE SLAB k I' I NEW EXTERIOR FACADE TO p MATCH EXISTING (3) a5 REBAR EVENLY SPACED DOWELED I' y ry INTO EXISTING FOUNDATION , TYP. i NEW 4"x4" WOOD POST t o�,o 'p(� I DASHED LINES INDICATE EXI5TIN6 = m — EXTERIOR CONCRETE WALL TO g- REMOVED IN ITS ENTIRETY WITHIN NEW 4"x4" WOOD POST m AREA OF WORK -3/4"x'7-I 1.OE LVL WITH = N 0 (2 5/b"x-f-1/4" STEEL PLATES y'�p Na. 059�� EXISTIN6 FAMILYNEN 4"x4" WOOD P05T n EXISTIN6 �AROFEsswNh." ROOM SAW GUT EXIST!NG SLAB FOR NEW BEDROOM NEW HEADER FOR RIDGE BEAM 24"x24"xl2" DEEP CONCRETE EXISTIN6 WINDOW TO REMAIN AND VALLEY RAFTERS 'I FOOTING we 4R6RRi4 EXI5TIN6 BASEMENT WINDOW TO REMAIN I I PR662T w1E ' R D w' EXISTING, WALL OX� ITE IF/ i\CG G GADDITIUN FOOTING AND SLAB TO REMAIN 1475 MEDAY AVENUE it MATTITUCK, NY 11952 HALL }---� J EXISTIN6 I i IJ BATHROOM 1 CLOSET sou MINEM L, SAM, ! 04-1023 04/16/04 Awl N Mu e• LOWER LEVEL (FOUNDATION/BA5EMENT) PLAN N MAIN LEVEL' (FIRST FLOOR) PLAN AS NOTED BGALM. V4'•I'I � .. i RR��IYRI F�I�LLRlE�I Mn MIIY�IMMS! /{'�I�:, S 4' R � �1�1� lIIIE T U R E HOME OE9IGNS 565 ROUTE 25A SUITE LR3 ASPHALT SHINGLES ON #IS FELT MILLER PLACE, NEW YORK,11764 OVER 1/2" GDX PLYWOOD ON VOICE: 1fi311 944-1 21 5 ROOF RAFTERS, TYP. FAx: I. 1 1 944-1 215 ASPHALT SHINGLES ON #15 FEL NEW 2'-0" OVERHANG TO MATCH FRONT AND EMAIL: BTRIJCT.RE N0@0PT0NLINE.NET OVER 1/2" COX PLYWOOD ON REAR OF HOUSE ROOF RAFTERS, TYP. GONTINOU5 RIDGE VENT, TYPICAL DRAWING INDEX NEW ARCH WINDOW OVER T.O. RIDGE CONTINOU5 50FITT VENT, TYPICAL 12 T.O. RIDGE T-1 TITLE SHEET EXISTING SLIDER, SEE I/A-3 FOR �6 MORE INFORMATION - A 1 DEMOLITION, LOWER LEVEL AND MAIN --�•. EXISTING WINDOW TO REMAIN LEVEL PLANS -- ELEVATIONS, SECTION AND PARTYAL ROOF NEW LOCATION OF EXISTING (2) NEW CASEMENT WINDOWS AT '�� 'I — A-2 PLAN CLASS SLIDER -✓ EACH SIDE 21- A-3 SPECIFICATIONS AND NAILING SCHEDULE PROPOSED WOOD DECK TO MATGH EXISTING ', NEW WOOD DECK TO MATGH _ EXISTING 1 II I CRADEY NEW LOCATION OF EXISTING OLA55 SLIDER I �I I 1 1 i I i ORADE R 6RADt -6-2"t.4, E 0 PARTIAL NORTH ELEVATION , PARTIAL WEST ELEVATION SGAILC: I/4'el'-0" ' BGALC: I/4'�II,�« NEMS (3) 1-3/4"x7-1/4" 2.015 LVL AITI1 (2) 5/e67-if4" sow PLATES SEE DETAIL GIA-3 NEW 2"x8" RIDGE BEAM SEE DETAIL 2F/A-3 NEW 2"xb" WITH R-19 INSULATION ROOF RAFTERS ASPHALT 5HINSLE5 ON #15 FELT / OVER 1/2" GDX PLYWOOD ON ROOF RAFTERS, TYP. 1 REVISED h REISSUED FOR FWNO 10/05/04 I ISSUED FOR HUNG 04/26/04 SEE DETAIL 2D4 E/A-3 0 ISSUED FOR CLIENT REVIEW 04/16/04 N0. REVOON/ISSUE DATE III"" &YP? BOARD GIN 2'"x4" s tib" Or– m, R-13 IN6'JLATI,ON, V2' LDX PL"IWPOD �/ PROF651ONJ. ee�� '�ATK'16, TfYEX AND \TN L 5!911 ' OP NfiW 'oRk / TYP (2) 2'x5" WITH (1) 1/2"xl" STEEL PLATE a aC�p.S J• OpAf *• z NEW 2"x5" FLOOR JOISTS ® 16" O.G. WITH w R-IG INSULATION, JOISTS TO BE 5AW GUT Iz TO AGGOMODATE EXISTING JOISTS AND 'Y0. 059p90 20 GEILIN6 ASSEMBLY rE6s�oH�`�. SEE DETAIL 2AEB/A EXI5TINC TRUE 2 XTI FLOOR JOISTS PR0.1ECf N4uE ANo AooRESR NEW 2"xb" DECK JOISTS ® I6" O.G. LINE OF EXISTING FOUNDATION WALL NEW 2"xb" NAILER FOR GYPSUM BOARD INTERIOR FIN15H TO MATCH THAT OF ° OXEE RESIDENCE \ EXISTING REAR ADDITION \ NEW 4°x4" WOOD POST 1475 MEDAY AVENUE SEE DETAIL 26/A-3 MATITUCK, NY 11952 4 i 4„ 4„ 1 mF i L 04- 1023 04/16/04 J SEGTI ON A I 3 AS NOTED BGAJ.G1 v4'Rr-0'