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34548-Z
FORM NO. 4 TOWN-OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N:Y. CERTIFICATE OF OCCUPANCY No: Z-33627 Date: 03/31/09 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1895 LEETON DR SOUTHOLD (HOUSE NO.) (STREET) . (HAMLET) County Tax Map No. 473889 Section 58 Block 2 Lot 10 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 31, 2009 pursuant to which Building Permit No_ 34548-Z dated MARCH. 31, 2009 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 DORMER ADDITION/ALTERATION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to WILLIAM R & MARY T STEELE 1 (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2045730 10/10/06 PLUMBERS CERTIFICATION DATED 06/28/07 BRETT SINCLAIR r A. thorized Signature Rev. 1/81 nil Form No.6 5 /� TOWN OF SOUTHOLD` ,� � JUL 2 3 2011 ll BUILDING DEPARTMENT 'Yt cP L TOWN HALL / / 765-1802 r (7 7 TOWN F_SCUITHOLD 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. New Construction: Old or Pre-existing Buildiyg: (check one) Location of Property: I f YS �c. hs',- , eC4&6e_ , /� � //g 2/ House No. r Street Q Hamlet �j atOwner or Owners of Property: ` `E'" v/ .. -/ Suffolk County Tax Map No 1000, Section Block C�L Lot Subdivision t �)—� Filed Map. �y� 4 Lot: q 5 Permit No. ' ' Date of Permit. / /�/� Applicant: C,c al Health Dept.Approval: ✓ Underwriters Approval: Planning Board Approval: Request for: TV porary Certificate Final Certificate: (check one) Fee Submitted: $ 2'� ' Applicant Signature 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) ' r PERMIT NO. 34548 Z Date MARCH 31, 2009 Permission is hereby granted to: WILLIAM-R & MARY T STEELE 1895 LEETON- DRIVE SOUTHOLD,NY 11971 for ADDITION/ALTERATION-TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR.: THIS PERMIT REPLACES 30625 . at premises located at 1895 LEETON DR SOUTHOLD County Tax Map No. 473889 Section 058 Block 0002 Lot No. 010 pursuant to- application dated MARCH 31, 2009 and approved by the Building Inspector to expire on SEPTEMBER 3 Fee $ 150 . 00 ized/ ignature ORIGINAL Rev. 5/8/02 James F.King,President *OF SO(/ry Town Hall Jill M.Doherty,Vice-President ,`O Ol0 53095 Route 25 P.O. Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen �OQ Telephone(631)765-1892 Bob Ghosio,Jr. Fax(631)765-6641 ��ycDUNT`I,� 1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0247C Date'September 7, 2007 THIS CERTIFIES that the addition to the rear of the.dwellim, dormers, and sanitary stem At 1895 Leeton Dr., Southold, Suffolk County Tax Map'# 58-2-10 .. , Conforms to the application for a Trustees Permit heretofore filed in this office Dated 9/29/03 pursuant to which Trustees Permit 9-5813Dated 10/22/03 and Amended on 5/17/06 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 addition to the rear of the dwelling, dormers, and sanitarysystem. The certificate is issued to WILLIAM &MARY STEELE owner of the aforesaid property. Authorized Signature 2 Z Town Hall,53095 Main Road tp -� Fax(631)765-9502 P.O..Box 1179 �fol �a0 Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: (O - Building Permit'No. l Owner: I �.14 A-M SleeJc 1 �� �.e� ,� I��(v� &+6U/ (Please print) L p Plumber: ercz:ff f y b �' FTC 3 f 05 l � � J (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. l,.rlun rs Signature) Sworn to be re.me this day o 20 Notary Publi4r- BEVERLYounty JOH NOTARY PUBLIC, State of New York No.01J05041160 Qualified in Suffolk County Commission Expires Mar.27,20-4 0 L3PRI JRPRI��.nrJ�rJ�rJ�r�'�c :11 flrJ�r��Pg,MPr @3fflJ J�rJ�rJ�r�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ'rJ'rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ��PrJR"HZ ErJM�rJ�rJ�r1�nrJ�cn�nrJ�rJ� C0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 51 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 5 Upon the application of upon premises owned by 5 5 5 5 5 P.O. BOXJOHNLUDE 6MANN WILLIAM STEELE 5 NEW SUFFOLK, NY 11956 1895 LEETON DRIVE 5 SOUTHOLD, NY 11971 5 5 5 Located at 1895 LEETON DRIVE SOUTHOLD, NY 11971 5 5 5 Application Number: 2045730 Certificate Number: 2045730 5 PP c5 5 5 Section: Block: Lot: Building Permit: BDC: nsl1 5 ft 11 1600 id esentia - 99 square . ma's 5 5 Described as a R occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor,Outside, 5 5 5 A visual 5 a 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 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the loth Day of . October,2006. c Name QTY Rate Rating Circuit Type S 5 Cj Miscellaneous 5 second floor renovation S 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Smoke 5 5 Appliances and Accessories 5 5 Exhaust Fan 1 0 F.H.P. 5 5 Wiring and Devices 5 Outlet 8 0 Fixture 5 5 Fixture 8 0 Incandescent 5 5 5 Outlet 26 0 General Purpose 5 Receptacle 15 0 General Purpose 5 rj Switch 16 0 General Purpose 5 Paddle Fan 2 0 5 Receptacle 1 0 GFCI 5 Service S 5 1 Phase 3 W Service Rating 100 Amperes 5 Service Disconnect: 1 100 cb seal 5 Meters: I 5 Continued on Next Page I of 2 5 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. a ��nn��.rrsLpr ffl �.r�n��n���l-���n�n�n�nn�������������n�n������������nn����n r�a 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 F ELECTRICITY 5 5 BUREAU O 5 5 40 FULTON STREET — NEW YORK, NY 10038 C� 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned byJOHNLUDE 5 5 5 S BOX 62MANN WILLIAM STEELE P.O. 5 5 5 NEW SUFFOLK, NY 11956 1895 LEETON DRIVE 5 SOUTHOLD, NY 11971 5 5 Located at 1895 LEETON DRIVE SOUTHOLD, NY 11971 5 5 5 5 Application Number: 2045730 Certificate Number: 2045730 S 5 Lot: Building Permit: BDC: ns11 5 Section: Block: g C5 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of C 5 electrical devices and wiring, described below, located in/on the premises at: S 5 First Floor,Second Floor,Outside, 5 5 5 5 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 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the loth Day of October,2006. 5 5 Name QTY Rate Rating Circuit Type 5 5 5 5 5 S 5 5 5 5 5 5 S 5 5 5 5 5 5 5 5 5 5 5 5 Sea/ 5 5 2 of 2 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. e 5 5 o LnLn������Ln��Ln�������������������������s������������������������� o 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. 30625 Z Date SEPTEMBER 9, 2004 Permission is hereby granted to: WILLIAM R & MARY T STEELE 1895 LEETON DRIVE SOUTHOLD,NY 11971 for ADDITIONS AND ALTER[[ATIppONS TO AN EXISTING SINGpLE�FAAMILY DWELLING AS APPLIED FOR 9"de��X� at� A� f2A�Y C7C' O. £l l l U 1 at premises located at 1895 LEETON DR SOUTHOLD County Tax Map No. 473889 Section 058 Block 0002 Lot No. 010 pursuant to application dated SEPTEMBER 8, 2004 and approved by the Building Inspector to expire on MARCH 9, 2006 . Fee $ 250 . 00 LSi Authoure ORIGINAL Rev. 5/8/02 ROBERT A. STEELE P.E. 26 Rolling Road Miller Place,N.Y. 11764 June 8,2007 Town of Southold Building Department Town Hall, 53095 Main Rd P.O. Box 1179 Southold,N.Y. 11971-0959 TO WHOM IT MAY CONCERN: Re: Building Permit 30625-Additions/alterations 1895 Leeton Drive, Southold,N.Y. 11971 This will certify that I have inspected all framing on the second floor of the captioned project, and have found that the new strappings,fastenings, and framing are in compliance with existing codes. Robert A. Steele, P., . Ins mot New row 1 Rotes d2NJ� sTo,eY. 34 T/ a-Al 765-1802 �--� BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST �G ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION XFRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:-414 DATE � /� �"� INSPECT SO�lyOlo 7, • ao ��'YOOUMY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Ld-- r DATE ��/ ®� INSPECTOR 3e 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -��-*-✓��� �� DATE �� � INSPECTOR r OF SO�ryo�o �o • �o 3043L- cou , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REM RKS: DATE C V r � � � INSPECTOR INSP C M1 , r LD INSPECTION REPORT DATE COMMENTS ro t� FOUNDATION(1ST) -------------------------------------- !p FOUNDATION(2ND) ' ROUGH FRAMING& r y PLUMBING A R INSULATION PER N.Y. y STATE ENERGY CODE FINAL o ADDITIONAL COMMENTS rn rn �, rn Z m w ro 0 H 6' c Z x .. x e ro TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � Survey • www.northfork.net/Southold/ PERNIIT-NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved G ,20 Mail to: ' Disapproved a/c l Phone: Expiration 20 Building ector APPLICATION FOR BUILDING PERMIT Date July 28, 2004 20 --' INSTRUCTIONS a. .his application-MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or-inparE 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 pet 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 IBuilding`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 eogulations,and to admit auth zed-inspe.etors_on_premises and in building for necessary inspec SEP 3 f PROP T PST SERVICES (Signature of ap t or e,if corporation) E , 3 r Post Office Boa 617 - Cutchogue,NY 11935-0617 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder .Agent Name of owner of premises William Steele (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. Y u~ibers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1895 Leeton Driver_ Southold House Number Street Hamlet County Tax Map No. 1000 Section 58 Block 2 Lot Subdivision Filed Map No. Lot (Nacre) f t 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single-family dwelling b. Intended use and occupancy Single-famihy dwelling 3. Nature of work(check which applicable): New Building i Addition Alteration XX Repair Removal Demolition i Other Work (Description) 4. Estimated Cost $5 0, 0 0 0 Fe? (To be paid on filing this application) 5. If dwelling,number of dwelling units one Numbe�of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. f 7. Dimensions of existing structures,if any: Front 28. 31' Rear 28.3 ' Depth 24' Height 25 Number of Stories , ne Dimensions Hof same structure with alterations or additions: Front 28.3 '"'° Rear Depth 24 Height 25 ' i Number of Stories One . 8. Dimensions of entire new construction: Front 1 Rear Depth Height Number'of Stories 9. Size of lot: Front 103' Rear 124' ? Depth 2 00-2 01 ' var '10.Date of Purchase Name of Former Ovvner 11.Zone or use district in which premises are situated R 4 4 0 12. Does proposed construction violate any zoning law, ordinaAce or regulation? YES. NO XX 13.Will lot be re-graded?YES NO XX Will excess fill be removed from premises?YES NO William Steele, 25 Highgate Drive, Smithtown, NY 11787 14. Names.of Owner of premises Address! Phone No. Name of Architect Address i Phone No Name of Contractor Address] Phone No. 15 a. Is this property.within 100 feet of a tidal wetland or a freshwater wetland? *YES XX NO * IF YES, SOUTHOLD TOWN'TRUSTEES &D.E.C. PE7ES S MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?,.*,Y* 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 an point on o is at 10 feet or below,must provide topographical data on survey. Y P property� � .� P . i STATE OF NEW YORK) ! SS: COUNTY OF S of f o 1 i James E. Fitzgerald, Jr. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, j (S)He is the agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authoYued to perform cr bLve performed thy,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 2q t h day of l k 20 D�' _ r Notary Public Signature o plicant MAQY POLK Rbito 4 How Vows Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code Generated by REScheck-Web Software PROJECT TITLE: 1895 Leeton Drive,Gable Dormer Addition COUNTY:Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:08/19/04 DATE OF PLANS: 8/18/04 PROJECT DESCRIPTION: Addition of two gable dormers to existing residence at 1895 Leeton Drive, Southold NY DESIGNER/CONTRACTOR: Robert A Steele,PE COMPLIANCE:Passes Maximum UA=58 Your Home UA=.57 1.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R Value U Factor UA Ceiling 1:Flat or Scissor Truss 143 19.0 3.0 6 Ceiling 2:Cathedral 135 19.0 3.0 6 Skylight 1:Wood Frame,Single Pane 3 1.000 3 Wall 1:Wood Frame, 16"o.c. 390 13.0 3.0 24 Window 1:Wood Frame,2 Pane w/Low E 45 0.310 14 Window 2:Wood Frame,2 Pane w/Low-E 10 0.350 4 Furnace 1:Forced Hot Air(Non-Electric),78 AFUE 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 , ) x REScheck Inspection Checklist New York State Energy Conservation Construction Code Generated by REScheck-Web Software DATE:08/19/04 PROJECT TITLE: 1895 Leeton Drive,Gable Dormer Addition Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat or Scissor Truss,R-19.0 cavity+R-3.0 continuous insulation Comments: [ ] 2. Ceiling 2: Cathedral,R-19.0 cavity+R-3.0 continuous insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R 13.0 cavity+R-3.0 continuous insulation Comments: . Windows: [ ] 1. Window 1:Wood Frame,2 Pane w/Low E,U-factor: 0.310 For windows without labeled U factors,describe features: #Panes,__Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Window 2:Wood Frame,2 Pane w/Low E,U factor: 0.350 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Skylights: [ ] 1. Skylight 1:Wood Frame,Single Pane,U factor:1.000 For skylights without labeled U factors,describe features: _ #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air(Non-Electric),78 AFUE or higher Make and Model Number 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. 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 R4. [ ] 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. Duct Construction: [ ] 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 manufacturer's 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. 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. _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. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. 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. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55°F 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 RVAC 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 1.01 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) ono I � i c� i U rri U) W1�:�^..5"•` f�t2�4.�5^..ilhw.i.. .C1a..� x4, F ti OCD - 1.6 I �76� = I1Uca �l,�sjxlxlx ( G S = 3 C7:s) I,s7v I � i f � I ER- . .......... t4o C-1 ado c,6. LA jo Qt4 f--1 K.4 IC eg 1(-7 Co (-7 I la- j M-T�H T. TERRY Tmvn 1611. 53095 tviall, V T- ;4 P.O. nox 117() TOWN CLERK' SOU0,01(l. Nc- -nMICS Fax (5 16) 765.1 g2:1 pEC;jS,rRA-R OF VITAL STA MARRIAGE, OFFICIM Tc1cphonc (5161 RECORDS MANAGEMENT 01-FICEII FREEDOM OF INFOFUtATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" ( FDP(93) ) , and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93)) . TOWN OF SOLM IOLD /J u�t/th T. -T erry Southold Town Clerk August 25 , 1993 APPLICATION _ f PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspectioas required to verify compliance. 8. I,THE APPLICANT,CERTIFY THE ALL S HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO�THE EST BOWLED E, UE AND ACCURA (APPLICANT'S SIGNATURE) (� DATE SECTION 2• PROPOSED , 17 To be completed by APPLICAIr`TI NAME ADDRESS TELEPH NE APPLICANThj-jj(at ( Lo 1� EN INEER PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily ideatify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known.landmark A sketch attached to this application showing the projcd I Lion would be bcl hd. cx FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure XResidendal (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) °4 Alteration ❑ Moo-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commerca]) ❑ DemdGtioo, ' ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?. ❑ Ycs) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES. O Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) , O Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for resiew. SECTION 3• FLOODPLAM DETERMINATION CFo be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. , Dated The Proposed Development: ❑ Is EQJ located in a Special flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAI!N DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation al the site is:- R. NGVD (MSL) ❑ Uaavailablc ❑ The proposed development is located in a noodway. FBFM Panel No. Dated Cl Sec Section 4 for additional iastructioos. SIGNED DATE . APPLICATION PAGE 3 OF 4 SECTION d ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATORI The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjaceot roads, lot dimensions and proposed development. ❑Development plans, drawn to scale, and specifications,including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basemeut), types of water resistant materials used below the fast floor, details of floodproofwg of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). .J ❑ Floodproofmg protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect_ ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in.an increase in the height of the 100-year flood. A copy of all data and calculations supporting.this finding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION (To be comVcted by 1,0CAL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B. O Is not in conformance with provisions of Lo Law if , 1-9The permit is issued subject to the conditions cal attached to and made part of this permit. SIGNED DATE If BOX A i5 checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B i5 checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing (rota the Board of Appeals. APPLICATION v/ PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION 6• AS-QUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr, NGVD (MSL). 2- Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPtMONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADNITNISTRAT R Certificate of Compliance issued: DATE: BY: s a � Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area 4i r ` TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING Cl EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C /C (93) i =�`r. . Tic='r.':••„r''�i�� � .s ...�_r�-`��+_�are� _d"'� t�l�''-f �_.-�.'.-Y.•�r, . I J Town Trustees Board Of Southold \\ SOUTHOLD, NEW YORK 1 `` I3 DATE October•-Z2.,•,.2003r:. �. PERMIT NO. ... - : i WILLIAM & MARY STEELE ISSUED TO ...................... ...................................................................._......................... :a..E Autxtttftn •h x 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 c•� i = 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 Y LANDS UNDER TOWW WATERS;'•.': and in accordance with the October 22, . Resolution of The Board adopted at a meeting held on ............................. , . 2003.E and in consideration of the sum of $...200.00 paid by :} ': ..... .......William & Mary...Steele.............._.....-•----.......................... of ....... Southold .............. N. Y. and. subject to the s ......... ................................ .................... Terms an...d... Conditions.. lis*fed on the reverse side hereof, of So thold Town Trustees authorizes and permits the following: f Wetland �'ermit for a 12'X 28' expansion to the rear of the N existing dwelling and to change the roof contour to provide ` full dormers, and as depicted on the site plan prepared by Robert A. Steele, dated September 4, 2003. all in accordance with the detailed specifications as presented in the originating application. �I IN- WITNESS WHEREOF, The said Board of Trustees hare- by causes its Corporate Seal to be affixed, and these presents to be subscribed bya majority of the said Board as of this data Ln s O � Ar ie_ Oster - Absent Trustees _ u-- •� yr•.- / � � ,�\M�^. .. \� 1 •a /15:i� 1 � fi TO" ,. On OF SOUTHOLD PROPERTY ' 'RECORD CORD OWNER STREET VILLAGE DIST SUB. LOT 1 r FORMER OWNER N n E ACR. S W� , TYPE OF BUILDINGall_X-I-a* iry AYE - ram RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value . LAND IMP. TOTAL- DATE REMARKS 02 U ® 2-J 0 U pp .Z OO .35"OO !� E) /2/1/ �. - % �� c%,7�ic 0-0 2 9 cv) Jg00 &l 98' 411 NEW NORMAL BELOW ABOVE � 7/V- by 15 FARM Acre Value Per Value Q Acre ?� 9 P[l . 7U Cf Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD 3 Meadowland DEPTH Z o d House Plot BULKHEAD To?&: �' :� � � DOCK • 0el ��■■■■■■■■■■■■■■■■■■■■l_■■■■E■E ■■MMEME■OMMEMEMM■ME■■ ■MEMO■ EEE■M■MM■EMEOMIMMEMMEMEMEMMOMMEMMMIMENOMEMOMMEEMMEME MMUMMMMME M■MMEMM■MM■MEM■M■■OME■MEME■■M Fire Place kecrectid' Room: Roo 's'm2hd Floor r • LL'L'TON DRIVE NOTE: =�•19CL (50, #fr O ) x Z51 CL APPROX. 35 CY OF OFFSITE FILL REQUIRED TO MEET SCDHS GRADING Z34EP EDGE OF PAVEMENT x7,04EP STANDARDS a 103 35' / 707 6.98 / 1000 GALLON (MIN.) o '* x77 I x 78g/ REINFORCED INSTALL (5) NEW 8 FT. �°' �3 30 E _ CONCRETE SEPTIC TANK DIAMETER. 2 FT: HIGH DED 16 T Es �' PRECAST CONCRETE AR x 6.38 LEACHING RINGS ' MrS AND T o ti I SEE DETAIL SHEET FOR 6.86 x 7x 6 ° ° 4 I E IST2ND STI 747 WOOD DECK INVERT ELEVATIONS 8y o � x 70 E�. �e0 DETAI a WATER v 8 7 6.08 Q ` M VAL VE WATER SA ND /x�S.83 MIXED FIN£, e METER' WATE RS / - I / E EL,= 6.80 SAND avD OtA VEL O 5.7 x < 9 .`N � � PALE BROWN ti STAIR 2$',�p�p �x Z Z 1 1 2 S TOR Y FAMIL Y ��TO 43 7' S p 56 FA L Y DWELLING SAND, sW 549x . 5,75 5,96 1,4 �P VSti�� 5,78x `(vVV Q EL.=3.10, WATER / 5.80 _— —— — 6.01 5.82 N p �j V ?'� SCVA SERVICE 0�9I 5.25x O V EPTIC SYSTEM T. STONE DRIVEVAYI q: /� 2 x 5.06 O S xxxllll '(�' WATER IN x5_.73 - ---- -- -ak5.41 I`�V PALE BROWN 5,01 FINE TO COARSE / \ 2 �5i SAND,sv — V �3,95 �S;g � IC / 9 6 q V c EL.=-3,20 o 7, __x x 4.73 6 \ x4.17 x4.56 X I MOUND(, \ 4120 TES T BORING NO, 1 h % �' 6 4J8 �7 4.22 I� 1% x 4,02 DATED 3118105 N (L6 ' S 8'0 C CRE TEST HOLE BY TL`� KK x 4,15 4 SA N ARY PO MCDONALD GEOSCIENCE _ `V_ Fkf\!I (Ty ) BOX 1000, SOUTHOLD, NY 11971 M�V C631) 76 WOODED AREA 5-3677 �¢ `o J 1TH DENSE BRUSH AND TREES 05 THE YS FRESHWATER WETLAND r A 4�i \ BO NDARY AS DELINEATED v J AGGED) BY R. MARSH AND G. ' OZLOWSKI ON 1113104 I I ABANDON CONCRETE LEACHING RING IN—PLACE S 45°35'30' W 123,89' of Rle CRNT1Z4L DRIVE A. s ° SCALE: 1 II=30' (50' X'IOS P.4PFR STREET NOT OPEA,)r PROJECT NAME DRAWING TITLE SUFFOLK COUNTY TAX MAP SAN ITAI\Y PLAN DISTRICT RO S (g SCALE DATE DWG. No. Nal 5TEELE RESIDENCE ADDITION SECTION058.00 PRo �tq FRONT OF HOUSE ALTERNATE BLOCK02.00 26 ROL { i 64 A5 5HOWN 2/23/05 S. 1 A 1 895 LEETON DRIVE 50UTHOLD, NY 1 1971 LOT010.000 MILLER PLA , APPROVED AS NOTED PLUMBER CERTIFICATION DATE: 9 j gl B.P. # O62S ON LEAD CONTENTBEFORE CERTIFICATE OF OCCUPANCY FEE: oZ J� eye SOLDER USED IN WATER NOTIFY BUILDING AT SUPPLY SYSTEM CANNOT 765-1$02 8 AM TO a PM FOR THE FOLLOWING INSPECTIONS: EXCEED 2/10 OF 1%LEAD. 1. FOUNDATION - T'NO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING s. INSULATION UNDERWRITERS CERTIFICATE' 4. FINAL - CONSTRUCTION MUST REQUIRED BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW PLUMBING YORK STATE. NOT RESPONSIBLE FOR ALL PLUMBING WASTE DESIGN OR CONSTRUCTION ERRORS. &WATER LINES NEED TESTING BEFORE COVERING FLOOD ZONE -kF6 I) COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION OCCUPANCY OR souTFIOLd TOWN ODE. USE IS UNLAWFUL WITHOUT CERTIFICATE. COMPLY WITH ALL CODES OF of OCCUPANCY NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING 1300 SOUTHOLD TOWN TRUSTEES N.Y.S.DEC ALL CONSTRUCTION SHALL MEET THEJREQUIREMENTS OF THE CODES.OF NEW YORK STATE. RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45.10C OF THE TOWN CODE. CERTIFICATION.OF NAILING & CONNECTIONS REQUIRED. PROJECT DATA USE AND OCCUPANCY = SINGLE FAMILY (SUMMER HOME) HEIGHT & FIRE AREA = GENERAL NOTES AND SPECIFICATIONS CONSTRUCTION TYPE = WOOD FRAME DETACHED PROPOSED WORK = CONSTRUCTION OF TWO GABLE DORMERS ON SECOND FLOOR OF 1895 LEETON DRIVE STRUCTURAL LUMBER I.ALL CARPENTRY WORK TO BE FASTENED AND SECURED IN PLACE PLUMB,LEVEL AND ARCHITECTURAL WOODWO 6.WINDOWS IN BEDROOMS SERVING AS SECONDARY EXITS ARE TO HAVE OPENINGS HEATING = NON-ELECTRIC BRACE ALL MEMBERS;SECURE WITH NAILS,SPIKES AND/OR BOLTS TO ENSURE 1. WOOD TRIM FOR ALL EXTERIOR FASCIAS, CORNICE AND MOLDING TO.BE NO.'1 CONFORMING TO NEW YORK STATE CODE MAXIMUM UA = 58 STABILITY AND RIGIDITY. GRADE OF SIZE AND TYPE INDICATED OR TO MATCH EXISTING. YOUR HOME UA = 57 2. INSTALL WOOD TRIM AT ALL DOOR AND WINDOW OPENINGS,FLOOR BASE CROWN 7.ALL FIXED CLASS ADJOINING DOORS,ALL GLASS DOORS,AND ALL GLAZING LESS THAN 2• ALL LUMBER FOR FRAMING SHALL BE STRUCTURAL GRADE DOUGLAS FIR,t2 OR BETTER, AND WHERE D TRIM AT REQUIRED FOR A COMPLETE INSTALLATION. USE WCRO 18'ABOVE FINISH FLOORS SHALL BE INSULATED SAFETY GLAZING'AS PER CODE 1.7% BETTER THAN CODE (UA) MINIMUM BENDING STRESS OF FB a 1100 PSI.ALL FRAMING LUMBER SHALL BE TRIM TO MATCH.EXISTING OR AS SELECTED BY OWNER. CASING TO BE CLEAR OD srRlss GRADE MARKED. MINIMUM DIMENSION SMALL BE 1 1/2'. & FINISH'OF HARDWARE AND FINISH OF WINDOWS AND SCREENS TO BE SELECTED BY OWNER NOTE: ONLY NEW ADDITION TO STRUCTURE WAS CONSIDERED PINE, IN ONE PIECE LENGTHS FOR SPANS UP TO O12�-WNER. 0.ANY SPLICING OF MOLDINGS TO BE 45 DEGREE CUT WITH JOINT GLUED. FOR ENERGY CALCULATIONS AS REQUIRED BY NYS ENERGY 3.LUMBER WHICH DOES NOT HAVE A GRADE MARK STAMPED ON ITS SURFACE WILL NOT BE �� ( CONSIDERED STRESS-GRADE AL LUMBER USED FOR LOAD SUPPORTING PURPOSES 3• ALL CASING TO BE CUT WITH SMOOTH EDGES, SHIMMED FOR TIGHT MATCH AT 1. GYPSUM BOARD SWILL BE%'THROUGHOUT UNLESS NOTED OTHERWISE ON THE CONSERVATION CODE) SHALL BE IDENTIFIABLE BY AN APPROVED GRADE MARK. NO LUMBER OF UNSUITABLE CORNERS. FINISH NAILS ARE TO HAVE HEADS SET AND FILLED WITH WOOD DRAWINGS OR SPECIFICATIONS METAL CORNER BEADS SHALL BE USED AT ALL OUTSIDE QUALITY MAY BE USED, INCLUDING LUMBER WHICH EXHIBITS CUPPING, BOWING,TWISTING, FILLER, SANDED SMOOTH.ANY EXPOSED EDGES OF CASING OR WINDOW SILLS CORNERS.ALL JOINTS SLAW.BE TAPED,SPACKLED AND SANDED SMOOTH,POLISHED AND AND CROOKS.ALL LUMBER SHALL BE FREE FROM ROT,DECAY,CHECKS AND OTHER ARE TO BE SANDED SMOOTH.TRIM IS NOT TO SHOW ANY GOUGES, SPLITS, READY FOR PAINTING. DEFECTS WHICH WOULD AFFECT ITS DURABILITY OR RENDER IT UNSAFE FOR THE BREAKS OR DEFORMITIES 2• PURPOSE FOR WHICH IT IS INTENDED. IN WET AREAS UNDER CERAMIC TILE WALL FINISHES, USE 16'WONDER BOARD INSTALLED 4. UNLESS OTHERWISE NOTED,WOOD FLOORS TO BE LAMINATED PINE PLANK IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS INSTALL 1/2'MOISTURE PROOF 4. ALL JOISTS AND GIRDERS SUPPORTED THY THE FOUNDATION WALLS SHALL HAVE A GYPSUM BOARD IN ALL OTHER INTERIOR WALL SURFACES OF BATHROOM. 5. CLOSETS SHALL BE EQUIPPED WITH POLES AND OR SHELVES. MAXIMUM SPACING MINIMUM OF FOUR INCHES BEARING AND MUST BE SECURELY SPIKED OR ANCHORED TO FOR SHELF SUPPORTS SHALL BE 32'O.C.. PROVIDE BLOCKING FOR SHELF AND 3'ALL BATHROOM FINISHES AND ALL OTHER CERAMIC TILE AND STONE SHALL BE PER THE WALL CONSTRUCTION. POLE SUPPORTS IN WALL FRAMING.ALL CLOSETS SHALL MATCH FINISH OF 4 OWNERS SELECTION. 5. FLOOR JOISTS FRAMING INTO THE SIDES OF WOOD GIRDERS OR HEADERS ARE TO BE ADJACENT ROOM, LE FLOOR, BASE,WALLS. ETC., UNLESS OTHERWISE NOTED. SUPPORTED ON METAL JOIST HANGERS,OR ONTO A LEDGE BOARD OF ADEQUATE SIZE CERAMIC TILE SHALL BE MINIMUM%'THICK AND INSTALLED PER TILE COUNCIL FASTENED TO THE SIDE OF THE GIRDERS OR HEADERS. HANDBOOK FOR TILE INSTALLATION.PROVIDE MARBLE SADDLE AT DOORS NOT TO WATERPROOFING AND INSULATION PROJECT OUTSIDE OF DOOR WHEN DOOR IS IN CASED POSITION. INSTALLATION SHALL S. THE ENDS OF JOISTS FRAMING FROM OPPOSITE SIDES,WHETHER RESTING UPON 1.INSTALL 15 LB.TAR IMPREGNATED BUILDING PAPER OVER EXTERIOR ROOF AND WALL 5•BE IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS. GIRDERS OR BEARING PARTITION% OR ABUTTED AGAINST GIRDERS,ARE TO BE SHEATHING.WHERE VERTICAL WALLS INTERSECT ROOF AREAS,STEP FLASHING SHALL BE STONE FLOOR AND WALL TILES SHALL BE INSTALLED IN ACCORDANCE WITH SECURELY TIED TO THE GIRDERS OR TO EACH OTHER WITH METAL STRAPS OR USED UNDER EACH SIDING COURSE FLASHING SHALL EXTEND A MINIMUM OF 8'UNDER OTHER APPROVED MANNER, OR LAPPED 4'MINIMUM AND SPIKED TOGETHER SO FINISHED SIDING AND SHALL BE EITHER 12 GAUGE COPPER OR ALUMINUM. MANUFACTURERS INSTRUCTIONS ALL FLOOR INSTALLATIONS SHALL BE OVER A 1'MINIMUM AS TO SAFELY RESIST THE THRUST ON THE WALLS OR SPREADING ACTION OF 'MUD'BED. THE ROOF,WHICHEVER IS GREATER 2,USE ALUMINUM OR COPPER PRE BENT FLASHING AT ALL GABLE ENDS ELECTRiI, 7. JOISTS SUPPORTING ONE STORY NON-BEARING PARTITIONS WHICH ARE PARALLEL FLASHING AT ROOF VALLEYS AND CHIMNEY SHALL BE 0.032 MIL ALUMINUM OR COPPER 1. THE CONTRACTOR SHALL ASCERTAIN AND ADVISE THE OWNER OF THE ADEQUACY OF THE TO THE JOISTS ARE TO BE DOUBLED AND NAILED TOGETHER WITH TEN PENNY 3.RASHHING TO EXTEND A MINIMUM OF V-6'ON BOTH SIDES OF THE VALLEY.FABRIC ' EXISTING ELECTRIC SERVICE NAILS SET 32'ON CENTER. JOISTS SUPPORTING A PARTITION PARALLEL TO THE FLASHING SHALL BE INSTALLED OVER WINDOWS,DOORS,AND STEEL LINTELS. JOISTS WHICH ARE SPACED APART TO PERMIT THE PASSAGE OF PIPING OR 2•PROVIDE ELECTRICAL POWER TO ALL FIXTURES,APPLIANCES,SWITCHES,OUTLETS, DUCTWORK ARE TO BE BLOCKED ON NOT MORE THAN 16' INTERVALS AT 4.ALL INSULATION TO BE KRAFT PAPER BACKED FIBERGLASS BATT INSULATION OF'R' LIGHTING, ETC.,SIZES AND INSTALLATION AS REQUIRED BY CODES HAVING JURISDICTION. BEARING PARTITIONS,32'INTERVALS FOR NONBEARING PARTITIONS VALUE AND THICKNESS INDICATED.INSTALLED WITH THE PAPER FACE'TO HEAT SIDE CONTRACTOR SHALL PROVIDE FIRE UNDERWRITERS CERTIFICATE AT CONCLUSION OF WORK. INDEX OF DRAWINGS WITH THE B. INSTALL 2'SOLID BLOCKING UNDER ALL BEARING WALLS. 5.FURNISH AND INSTALL ALL INSULATION AND WEATHER-STRIPPING IN ACCORDANCE WITH NATIONALWORK SHALL BE DONE LIFFEE sSAFETYY CODE��O1�AND APPLICABLE NEW YORK GN-1 GENERAL NOTES & SPECIFICATIONS INDEX OF DRAWINGS CURRENT NEW YORK STATE ENERGY CODE REQUIREMENTS. STATE AND LOCAL CODES DT-1 DESIGN DETAILS & REQUIREMENTS 9. INSTALL 1'X 3'NOMINAL CRDSS BRIDGING, OR APPROVED METAL BRIDGING, 3.AL FIXTURES,SWITCHES,OUTETS AND DEVICES USED ARE TO BE U.L.LISTED AND E-1 PROPOSED ELEVATIONS MINIMUM SPACING NOT TO EXCEED 8'- D'O.C. IN ALL FLOOR CONSTRUCTION. 6.INSTAL AN ICE AND WATER SHIELD 2'-r WIDE AT ALL VALLEYS AND PERIMETER ROOF APPROVED. LLS,10.FRAMING TO BE DOUBLED AROUND SKYLIGHTS, STAIRWE FIREPLACE HEARTHS SURFACES, 4. PFP-1 PROPOSED SECOND FLOOR PLAN (W/ PLUMBING DIAGRAM) AND UNDER ALL STUD BEARING PARTITIONS PARALLEL WITH THE FLOOR JOISTS, CONTRACTOR SHALL PROVIDE DECORA TYPE WALL SWITCHES AND OUTLETS.ALL $-1 PROPOSED SECTIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7.ALL AREAS OF EXISTING ROOF ARE TO RECEIVE NEW ASPHALT SHINGLES TO MATCH NEW, LOCADONS AND STYLES AS APPROVED BY OWNER PRIORS AND OUTLETS. UNLESS OTHERWISE NOTED.ROOFING TO BE ASPHALT/FIBERGLASS CLASS A 5 EP-1 EXISTING FLOOR PLANS 11.PROVIDE META_'HURRICANE'TIE DOWN STRAPS TO SECURE RAFTERS TO TOP ARCHITECTURAL ROOF SHINGLES,FORTY(40)YEAR WARRANTY.DOLOR,MAKE AND STYLE WHERE INDICATED ON DRAWINGS ALL SMOKE AND 002 DETECTORS USED ARE TO BE U.L D-1 SITE PLAN' PLATES. TO BE -ROM ROM BY,OWNER.ALL SHINGLES TO HAVE ADHESIVE BACKED TABS.APPLY LISTED Mt9 APPROVED. _.. "SHINGLES WITH GALVANIZED ROOFING VIALS OF PROPER LENGTHS TO PENETRATE THE _ ' -• � - 12.ALL INTERIOR WALLS SHALL BE 2 X 4 STUD CONSTRUCTION O 16'O.C..ALL. SHEATHING'COMPLETELY. BEARING WALLS SHALL BE ERECTED.WRH SOLID BRIDGING HORIZONTALLY, 4'- 0' PyUM@QN O.C., MAXIMUM. EXTERIOR WALLS ARE TO BE 2 X 4 CONSTRUCTION OR AS B.FURNISH AND INSTAL ALUMINUM GUTTERS AND LEADERS AT ALL EAVES, UNLESS SHOWN ON THE PLANS OR OTHERWISE NOTED. OTHERWISE NOTED ON PLAN.PROVIDE SUPPORT STRAPS 41-0'O.C.MIN. FOR GUTTERS 1.PROVIDE AL LABOR AND MATERIALS REQUIRED FOR THE INSTALLATION OF A COMPLETE AND 5'-0'O.C.MIN.FOR LEADERS,WITH 2 PER LEADER MIN- PROVIDE ALL PLUMBING SYSTEM,WITH ALL THE NECESSARY VALVES,FITTINGS.VEINS,TRAPS,ETC.,AS 13.DOUBLE STUDS AT SIDES OF ALL OPENINGS LESS THAN EIGHT FEET WIDE, ACCESSORIES,INCLUDING ELBOWS,END CAPS,STRAINERS,ETC.AS-REQUIRED FOR A CALLED FOR AND REQUIRED BY ALL APPLICABLE CODES AND COMMON GOOD PRACTICE PROVIDE TRIPLE JACK STUDS AT SIDES OF LARGER OPENINGS. COMPLETE INSTALLATION. BAKED ENAMEL FINISH,COLOR AS SELECTED BY OWNER. ALL WORK SHALL BE DONE BY A LICENSED PLUMBER. 14.MINIMUM HEADER SIZE OVER DOORS AND WINDOWS TO BE(2) 2 X 8, UNLESS 9. ON ROOFS WITH 2'TO 4'PITCH APPLY 2 LAYERS OF 151 FELT PAPER,EACH 3 FOOT 2 INSULATE ALL PIPING IN ACCORDANCE WITH NEW YORK STATE ENERGY CODE OTHERWISE NOTED ON PLAN. SHINGLE WILL BE NAILED WITH 6 NAILS RATHER THAN THE STANDARD PRACTICE OF USING 3.CONTRACTOR SHALL INSTALL ALL FIXTURES SHOWN ON THE DRAWINGS.AS PER OWNER 15.PROVIDE BEARING FOR JOISTS AND RAFTERS PER NEW YORK STATE CODE 4 SELECTION,ALL BATHROOM ACCESSORIES SHALL BE SELECTED AND LOCATED BY THE 16.FlRE STOP CONSTRUCTION AS PER NEW YORK STATE CODE L DOORS AND 1hND0Y15 OWNER AND INSTALLED BY THE CONTRACTOR INCLUDING APPROPRIATE BLOCKING. 1.UNLESS OTHERWISE NOTED,INTERIOR DOORS AND HARDWARE SHALL MATCH EXISTING. 4'CONTRACTOR SHALL PROVIDE REQUIRED PLUMBING AND INSTALLATION OF APPLIANCES O N ePLYWOO W 2.ALL INTERIOR DOORS ARE TO BE UNDERCUT TO CLEAR CARPETING WHERE REQUIRED. - 1.PLYWOOD USED STRUCTURALLY FOR SIDING,ROOF AND WALL SHEATHING,SUBFLOORING 3.AL EXTERIOR WINDOWS SHALL BE AS MANUFACTURED BY MARVIN OR ANDERSEN AND BUILT-UP MEMBERS,SHALL CONFORM TO THE PERFORMANCE STANDARDS FOR ITS CORPORATION OR ARCHITECT APPROVED EQUAL UNLESS OTHERWISE NOTED.Al UNITS ARE TYPE IN U.S. PRODUCT STANDARD PS-1, FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD. TO BE OF STANDARD CATALOG SIZES OR CUSTOM CONFIGURATIONS AS SHOWN ON THE EACH PANEL SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE ALL PLYWOOD PLAN. DOUBLE HUNG WINDOWS ARE TO BE TILT-WASH MODELS. f PERMANENTLY EXPOSED IN OUTDOOR APPLICATIONS SHALL BE OF EXTERIOR TYPE Lu 4. ALL WINDOWS ARE TO HAVE INTERIOR DIVIDED LIGHT GRILLES(AS SHOWN ON TRW ON UVATIONSALL PERMA-CLEAN REMOVABLE FURNISH�QNHUM INSECTON JAMBS�SCREENS FOR ALL Z �� 2. SUBFLOORING TO BE APA RATED 3/4'TONGUE AND GROOVE PLYWOOD GRADE TNT-DFPA UNLESS OTHERWISE {p D MATCHING GLU AN vYWOOD�IZED NAILS sa WITH n�CED AT 6*ALONG EDG GRAIN ES,12 SUPPORTS.INTERMEDIATE �H OPERABLE&ASH• ��ie 02173911 �ro� BEARING POINTS. COUNTER SINK HEADS OF NAILS. 5.ALL GLAZING IN WINDOWS IS TO BE HIGH PERFORMANCE LDW-E GLASS.ALL WINDOWS 3. EXTERIOR SHEATHING TO BE%*APA RATED EXTERIOR GRADE PLYWOOD,NAILED AT 8' TO BE CAULKED AND ��-UPPED'SEALED ON AL EDGES AND SURFACES, $$$�0� OPERATING SNUGLY AND SMOOTHLY.PROVIDE META.FLASHING ABOVE ALL WINDOW O.C.AT EVERY BEARING AND COVERED WITH 15/ FELT.SHEATHING SHALL BE SUPPORTED HEADS. AT EACH EDGE ALL EDGES TO BE ALIGNED WITH WOOD FRAMING. PROJECT NAME DRAWING TITLE SCALE DATE PWG. No. ROBERT A. STEELS STEELE RESIDENCE ADDITION GENERAL NOTE5 SPECIFICATIONS PROFE5510NAL ENGINEER A5 8/ 18/04 GN- 23G HARR150N AVENUE 1895 . LEETON DRIVE 50UTHOLD, NY 1 1971 INDEX OF DRAWINGS MILLER PLACE, NY 117G4 5HOWN CONTINUOUS RIDGE VENT COVER W/ PERSCRIPTIVE DESIGN REOIJIRMENTS COBRA RIDGE VENT OR MUAL ROOF INSTALL AS PEI SQ - - HAILING SCHEDULE PAM TIES O it D.C.m I MMUFS INSTRUCTIONS RAFTER ROOF CONNECTOR TATTRIBUTE IIMTATION ACTUAL FENCE R 0 0 F F R A M I N G 1.1 POI(14)ID-D NAILS 12=� GT ARCHITECTURAL SHINGLES R TE CO RAPIER m I NUMBER Of NAILS TOP PLATE 3 ea pw ra tw SP c GLES OVER/15 ROOFING FELT COUND JD GAG m TOP PLATE TOE NULco) 3 Be P.r prr 1/2•TFIX(CD%.)PLYWOOD DBL TOP PUTS Nu,IeFFR OF gI0R25 3 1 1.1.110 o7uN0 J06T m PARALLEL (LAITY-NA0.ID) s-7ad wcn lap • 1 a 7>*SPACE , MIN(14)10-D NAlls OJtNO JOIsr LAPS OVER PARTmOM(FACE-MAILED) a-7ad s«n Wp ROLE • • YODEL'G F L O O R SYSTEMS COLLAR TIE m RAPIER D'ACE-RAIDED) 2-ad P.u. BLOCKNG m RAFTER(TOE-NAILED) 2-ed INN.nd • • R01 BOARD m RAFTER(END NNIID) 2-ied .eal Yle •O 1•YIN.AIR LUMBER JOIST SPAN 25' le' 11.12a W A L L F R A Y I N G e a JOISTS JOIST SPACING 24• Is 11.12e • CANTILEVERS/SETBACK JONT ca AILS ACNE SUPPORTING LOAD BEARING d• ILA. 1212o TOP PUTS m TOP PLATE(FACE-NAILED) 2-1ed pw rooe BOARD OR SEARWALL OR NMI SHMWALL TOP PUTS AT 111ERSECTION9 (FACE-NALFD) 4-1adROOF ROOF RAFTER (SEE PLANS) NCANTILEVERS-SUPPORTING ONLOADBEARIN SHEARWALLL/4 N.A. 11.12a STUD m SAID (FACE-NAILED) 10d leE PIMLS F READIER m HEAWiDt (FACE-RAGED) lad 1e'ae dmp Mpn PSPACI OR NON-SKEARWALL TOP OR BOTTOM PLATE m STUD (END-NAILED) }Feld pw 2.W tud where studs dont SUPPORTING/s,mAas 4d NA 1113a / SUPPORTING N00AA.CK.S Io 4-16d pw bd.tud DSFALL ICE AND WATER SHIELD AT align w rafters BNEAHWALL oR B°iTOYiocx�xAo(FAQ-NR00RALmjS BA"°Jrs END Jrs z-lsa pw root EAVES,VALLEYS,INTERSECTIONS OF ROOF AND WALL FLOOR VERi1CAl.OFSET 0 I NA 11.12d AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 O PLC FLOOR FRAMING PN 1 RAPIER-1RAFIER CONNECTION 7W.O EACH RAPIER O IMP.RIDfiE VENT DETAIL O RAPIER lE DETABS 7YP.O FlOH RAFTER DIME07AC16 FLDDR DIMHRACY ASPECT NATO ki 1 1:1 11.12. JOINT 6 NB NAL SPACING YODEL'CS20'Of SIMPSON STRONG 7115 (TOE-NAILED) ( - 2-5d .gA.nd YODEL'LTW BY SD�SON STRONG TIES BOOR DUPHRAQI OPENINGS aGa NA 11.3.2E Jasr m au,TOP PLATE OIL GUIDER ice 4-ed pw)an . gaxroaDx�op Imp JJOgIs5r7 7pE NAG) 2-ae .ad,�e SYPSON•FLIOB 2-15d COIOIDII - WALL G Y G T E Y G LEDGB O0INO TO GCL OR(TOP PULE (TOE-NAILED) 3-lae INN b=k Or•twY afllw lld IIoM 51�9N•PIOe MAILS r•a. JOIST siRP m BFwN ACE-NAIIID 3-15d .Gal)at ROOF RAFTERS FOR PAL LENGTH DAAND JJDIGFL TD JC;s•T (F�m-�L�MLx) ) 3}-.1185d Pww t D a law to plodd.BIN 74. LOADBEARDIO WAIL lREa1T 70 W 51.13a RAPIER CONNECTOR Lsd���b Mk21NaLI or STIR WA,y BAND JOIST m ml OR TOP PLATE (TOE-HAILED) 2-I6d pw Got MIN(14)10-D NAILS /wily. STUDS NON-LOADBEARDIG WALL HEIGHT w' C 1L33a IN(14)1 EMS EA ROOF SHEATHING DEL.TOP PUTS OBE Xi• � WALL S11A SPACING 24• fe' S1.S3N JOINT DESCRIPTION NUIIBFR� ABS- "AL SPACF'a WALL SAID 3e•-42• SNURWAUL PLAN OFFSET 4• ILA. 31.13e 7/Ir PLYWOOD .2-ed q•.dw/Ir ONd SHEARWALLS DIAGONAL BOARD SHEATHING BASE PLATE SNFAR'.ALL SIM ENT ASPECT RAID N/L.3-1/ 1.1 _11.13. IXa OR 1%e 2-ed Pw.apw s 1. IXIO OIL WDER 3-Bd Pw.+PPwt . GALV.YFJLIL STRAP ROOF SYSTEMS O Ir D.C. I� CEILING SH EATHINC MODEL'CS20• - RAFTER SPAN 26' 7 11.14a JOINTDESM B NAILSH WAGING NORRONTA PROECT01 RIM JOIST 'S PSOtf HDOB GYPSUM wAtLBOARD ad maw.' Y WE./10'tlYe SON!No LUMBER RAFTER SPACING z4 Ir 1I.14D TOP ATE 1Do q® RAFTERS OVERHANG LENOTN 3 MA 1134a W A L L S H E A T H IN G paMywm L n 1• M LSnim nRrvawwlsmoGtsnWQ . WALL STUD IDall W ROr RAq W«L c aJIM I a eb GI fo Iv + NUMBER N GP nAla r XE MIm emm ATJ wRa r LaRDW was ROOF SOFT PUT-I2u T.12 a1a 4d /1. T a PLYWOOD sEATHINo Bd' e•oaq•/1r frM LP..u1Q•R1D Tn a• MBOARD PAI&.L ad 3•adq./a•awd E4L•L LLuniw a sNBDDFRD1OINGGI�IE1M Ar NLsa�W awIlUC11R ROOF DIAPHRAMd ASPECT RATIO kt u7 11.14. v/3r F7BERBOARO PNFI. ad r do./W fWd NaB.�ml.mild a a Grim°s Can com AID amuma•aw DIAI�TRAaLs GwsvY wAUROAIm ad Goa.. r.eq./l8r fWd •DIIlIW YAW W l/a Iwt CAMwIw119RRalD OILY A t0a Will A DFM SPAN«m R OI I® HARDBOARD Bd r.eq./9�iNld PARTICLEBOARD PANELS m 3•.dq./s nre STUD TO SAID PLATE TO RIM NC1E THE REIAENCED STANDARD UTIU2ED N ABOVE TABLE�W�AS FROM DIACONAL BOARD SHEATHING ® RAFTER TOE DETAILS YYP.O EACH RAFTER .5 JOIST ro TOP PLATE To STUD ConNEcrrorT o fY o.a © CJ1LV.METAL TIE-DOWN AT CORNIER OF STRUCTURE FMRENLE NS7RUF YARI1NDUA�FAROR -RAND T �ALIO.Y WOO (WFtY) .1ii0�OR1 oFTL a�-e�e P. .�aPpai YODEL'MY= BY SIMPSON STRONG TIES MODEL'BP'BY SIMPSON STRONG TIER YOOET.'HOBO/PNEe'Eh SrPSON SARONG TIES F L 0 0 R S H E A T H I N G JOINT DESCRIPTION NUMBER OF NAILS MAILsP eala DBL WALL PLYWrCIR O"O' � r WE./Ir Gold sluo GREATER TINµ 1• 104 r Wp/Ir fide tm.ROOF CONSTRUCTION DIAGONAL BOARD SHEATKNG TYPICAL CONSTRUCTION - 2f4 OUIt DLalelE IFADDt 1KID�OR11mER ]wed 2c.ALUYMIY CUD FASCM DOW TPOMIM RAABIt NOTE;THE REFERENCED STANDAR UTILLZFD IN ABOVE TABLE y/AS FROM BOARD W 1aQ AIJYINUY CLAD THE AYERICAN FOREST AND PAPOI ASSOaATIOIN(AF@PA)WOOD BLOOM SifrClE FRAME CONSTRUCTION MANUAL FOR ONE-AND F A. DWELLINGS(WFQQ -1 VINYL SOFFIT .) ALUMINUM CAM FRIEZE BD. 12- HEADER R301 2 DESIGN CRITERIA. VALUE STRUCTURAL MEMBERTtPICAL WALL D RAFTERS IMVING SLOPES GREATER THAN 3 ON 12 CONSTRUCTION WAUL VAPotS VENTED BPogf RINTIR NORM D WITH NO FINISHED CDING ATTACHED 10 RAFTERS L/180 SOUTH C MIN(14)10-D.NAILS .. - .- - _. '.e - - ...... _� YARO _ "t _. ..., _ _ .. -BJIFRWRIVAL15 AND PARTITIONS .N/i('A. FAST. D •.. a: .WEST � � C - , . THIS DWELLING IN SEISMIC CATEGORY'C'IS D%DAPT FROM SESYC FLOORS AND PLASTERED CEILINGS L/360 JACK STUD PROVISIONS ALL OTHER snwc UWAL MEMBERS L/240 mmm WAILS WITH PIASTER OR BID=FINISH H/360 GALV.METAL RE DOWN W/IN 32.OF EACH CORNER OF STRUCTURE TYPICAL SOFFIT DETAIL, 9 TYP.SOFFIT DETAIL O CABLE END O IMP.DETAIL AT ROOF OPERAND FEITE160�R WAILS-WIND TOADS WITH&OU O L/240 YODE1 IlrT22 BY miusm STRONG TIES ® 0 FINISHFOR WALLS-WIND LOADS WI LL TH KDOB y12D 1kT N0L cmNOTE:L.WAN UNITE, HEAR HEIGHT FI9DID lTO LE f9PMOLD aADD �IO �aoEEC�R An MADDING O ncQvi MvcW UNITS HORIZONTAL SIDING DBL TOP PL/lE OIL ISPAIOD AM FAOImmumo ilmn 1TLr7000SPA6ERALL / APIDIN sE�T.En I j r¢* -40R MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 1/2'thk CD%PLYWOOD ) FASTBDi % x C dI-` (REFER m VISIT R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE) SsnH BOLLR O D'OL Ill G `I R-3�BATT INSULATION ) / USE LIVE LOAD DEAD POND (KRAF'T FACED) CALVE METAL STRAP IDU. OO EACH SETA I I fh l EXIEWOR BALCONIES BO p.l ill Pal 2•N 4•STUDS O 18.O.C. hum W q � I � �� O i DECKS � 40 paf 10 pal 1/2•thk GYPSUM BOARD V1 MAILS STUDW PASSENGER VEHICLE GARAGES 50 pal as pw Om xW Am m WITHOT STORAGE(ROOF BELOW 3 PITGR) 10 Pd 10 Pd PPoDOLED ; ^ ATTICS WITH STOFAGE(ROOF ABOVE 3 PITCH) 20 Pal 10 pal FISIBRINS WALL sTuo IDi r DTI Roars DINER TIMID SLEEPING Roes 40 pal 10 pal . wooD CASING �� SLEEPING ROOMS 30 pat 10 pal STAIRS 40 P•1 10 pal GUARDRAILS AND HANDRAILS 200 Am 10 pd N$L Pa ROOF LOADING(LIVE-GRoulm SNOW LOAD 12g l« CROSS BRADGM DETAIL © E TERTOR WALL © TOP PLATE moDEL ••BY SOIPSON STRONG III-END WALL O 10•O.C. ® TYPICAL HIGH WIND WINDOW PROTECTION FOR NNEW WIND OYS ADNSTYENTS AS PER TABLE R301.5 OF THE 45 ENN 18 paf for MODEL VW BY SIMPSON STRONG TIES PROJECT NAME DRAWING TITLE ROBERT A. STEELE SCALE, DATE DWG. No. PROSTEELE RESIDENCE ADDITION DE51GN DETAILS REQUIREMENTS 23G HARR150N AVENUENGINEE A5 8/ 16/04 DT- I 236 HARRISON AVENUE 895 • LEETON DRIVE 50UTHOLD, NY 1 1971 MILLER PLACE, NY 11764 SHOWN COPPER WiWG Roof MATEWL PROP05eP OraA EXTERIOR PLYW00V AfiIC VENT W) 51EAMNG [FFMW1l`05EV ROOF WINNOW(m) REPLACE EXISTNG W WGN POSEV GABLE VORNER � VOI�.E F1tJG PWPOkV GAVL. VORMER MATCH EXISTING vm 51VING I EXISTING STRILN� -II ill ili I I II i I I 1 I Q! if 11 I : : ! I I I , , I I I: 1 E , I! ; . !! ,. I I :iI � iI � ,I �_: ` i.... i � - .E_ I �• II : ! EI i , Ii 1 1 i E l i i I 1 E !: ! J L_� MOW�I.M110N M1511NO ya"-I' 13AQ FLM110N M1511N(A TOP OF CUPOLA EL 33 22 TOP OF RIDGE r—I 7 i2 N5MI,AUITEMP& 7 r A5Mf ROOFING t M-1 Mi IFT-ml® (c - - - 1 SECOND FLOOR EL raseifCEO II —— --— -----—— — { �� IiF' 17 I '_...-....... EW ! I I I E IE I ) N Y G O : E I I i 1 E � ' I i EL FlFSTI HIM a r� �- I I ( it i i I _ BI 1.ff1'R.M110N MI511NG) „atl.,: PI(AH'FLI VA-flON (EXI511N4) vall-r pROFrr. PROJECT NAME DRAWING TITLE R06ERT A. 5TEELE SCALE DATE DWG: No. 5TEELE RESIDENCE ADDITION FROP05ED ELEVATIONS PROFE5510NAL ENGINEER A5 23G HARR150N AVENUE 8/ 18/04 E= 1 1895 LEETON DRIVE 50UTHOLD, NY 1 197 1 MILLER PLACE, NY 117G4 5HOWN 3" VENT TROUGH ROOF 3" 33"x48" SHOWER REPLACE EXIST 11 WINDOW 3" 11 1/2" 12" 11 1/2- 8'-5- 10'-6" 8'-5" i I I WC I LAV !TUB Qc I I I F 5�11(9 2ND FLR. i I CLOSET 4�- " C SE i 1 1/2» 3"2" 1 1C0" 24" 24" I—4 24 - I I 0 4' F F ALL DRAINAGE PIPING 14'-O4" 12'-11" i SHALL BE PVC ,. BEDROOM 1 BEDROOM 2 O SMOKE DETECTOR INTERCONNECTED i PLUMBING NOTES: I O O WINDOW/SKYLIGHT/DOOR LABEL j 1. ALL NEW TOILETS WILL BE 1.6 GAL PER 0I FLUSH WATER SAVING TYPE 2. NO DIAPHRAGM TYPE "QUICK VENT" OR 0 13'-3" 13'-3" 0 i "PRO VENT" VENTS WILL BE PERMISSIBLE. 3. ALL NEW FAUCETS AND SHOWER HEADS O Op 0 TYPE 4. ALL NEW WATER SUPPILL BE WATER LY FEEDS WILL BE SOLID COPPER TYPE. BRAIDED FEEDS ARE 1ST RR. I NOT PERMISSIBLE. I g 0 l 28" 28" O 4" PVC TO EXISTING HOUSE — PLUMING SYSTEM PLLIBMING RISER DIAGRAM NEW BATHROOM & KITCHEN SINK SCALE: NOT TO SCALE I WINDOW & SKYLIGHT SCHEDULE # BRAND TYPE QUAN. FRAME SIZE U GLAZING EGRESS - - - - - { W H AREA (S AREA R310.1 A MARVIN DOUBLE HUNG IDH3856 4 3' 1 1 2" 4' 7 3 4 0.31 -11.24 5.79 S B MARVIN ELLIPTICAL WRT7217 2 1: 5 15 1 1V 1" 0.35 5.19 NA C MARVIN DOUBLE HUNG-IDH2236 1 1'-9 1 2" 2'-11 3 " 0.32 3.43 NA 1 D ANDERSON ROOF WINDOW-RS2127 2 21 1 2" 27" 1.05 3.23 NA NOTES: 1. ANDERSON WINDOWS OF EQUAL SIZE AND EQUAL OR GREATER ENERGY VALUES MAY BE USED IN LIEU OF MARVIN WINDOWS. 2. SEE DETAIL 14 FOR ON DWG. DT-1 FOR TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS DOOR SCHEDULE # TYPE WIDTH HEIGHT QUM. E WOOD PANEL DOOR 28" 78" 2 OF NEW Y F WOOD PANEL DOOR 24" 1 78" 4 '� A. S�.� sQ T,0POV 5�CONn FOR PAN R303 LIGHT VENTILATION AND HEATING co ROOM FLOOR AREA (SF) TOTAL GLAZING S ABL AREA C. BEDROOM 1 186 30.9 16.6% 14.81 8% p 2 BEDROOM 2 171 30.9 18% 14.81 8.7% to BATHROOM 49.2 3.43 NA 1.77 NA Zips 0�T391 EXISTING HEATING SYSTEM TO BE RECONFIGURED TO MEET REQUIREMENTS OF R303.6 AROFEsP PROJECT NAME DRAWING TITLE ROBERT A. STEELS SCALE DATE DWG. No. 5TEELE RESIDENCE ADDITION PROPOSED SECOND FLOOR PROFESSIONAL ENGINEER A5 8/ 18/04 PFP- 1 23G HARRISON AVENUE 1805 LEETON DRIVE 5OUTHOLD, NY 1 1971 PLAN MILLER PLACE, NY 117G4 5HOWN PROVIDE RAFTER TIES 2"x4" FRAMING SEE DETAIL 1 DWG. DT-1 PROVIDE CONTINUOUS RIDGE 3'_0. 2"x6" COLLAR TIES &5' VENT (TYP.) ® 16" O.C. 2"x8" RR's (3) 2"xB" RR 2"X10' RIDGE 2'-8' ® 16" O.C. DORMER SUPPORT ARCHITECTURAL ASPHALT ROOF SHINGLES (2) 2"x6" (TYP) R19 15# FELT 1/2" EXTERIOR PLYWOOD R13 2"x4" ® 16" O.C. ATTIC RAFTER VENTS �7 PROVIDE 1-1/4" X 20 / (2) 8d 2'x6" COLLAR TIE ; 2 . . GAUGE STRAP W 0—8 i COMMON NAILS IN EACH ® 16" O.C. i I R13 (TYP.) 2"x4" ® 16" O.C. END ® 16. O.C. (TYP.) SIMPSON ! 10'-0• TOP PLATE TO RAFTER nOpM�p FACE ( pOUGH or%1�6) STRONG—TIE '-0 , BED. 3/4" PLYWOOD ! WAALLLS) NEW EXTERIOR HURRICANE TIE SEE ! TH. SUB—FLOOR 7 DETAILS I i ! NAILING&STRAPPING Q EXTERIOR WINDOW/ FASTENING SCHEDULE B DOOR HEADER ROUGH OPENING FRAMING EXIST. 2"X6" RAFTER REQUIREMENTS FOR WMDOW OPENING 16" O.C. TO REMAIN E ACCORDANCE � CE VATH 2001 EDITION) NOTATION 1/2" SHEEfROCK (2) 2"x8" ® END JOISTS A WS A B c D E F INTERIOR WALLS & CEILINGS (MAY BE EXISTING CONDITION) 2'-0' 2 1 2'x4' 1 1 1 1 �.) BATH KTCH. LIVING AREA CONNECT GIRDER TO D 4'-0' 4 t 2'x4' 2 2 2 2 JOIST W/ SIMPSON FACE E c g'_p• 6 (� Y�' 3 3 3 3 MOUNT HANGER HUS28-2 8'—D• g (2 YY4'v 3 3 3 3 (2) 2X8 GIRDER F 1D'-D' 10 2 2'x6' 4 4 4 4 12'-0' 12 2 2'x6' 5 4 5 4 2"xB" JOISTS A-NUMBER OF Bd NAILS o EA.END OF STRAPPINGS(TABLE 3.7,P.1M&(TABLE 0A P.310) ® 16" O.C. e-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS)(TABLE A239,P.1D� (EXTENSION: SISTER TO EXIST. o-NUMBER OF FULL NmGHT ICING STUDS o EA.SIDE OF HEADER(TABLE 323C,P.1e3) JOISTS WITH 16D NAILS 16" O.C. o-o Eti E NUMBER n NAILS.EPx1s»�a(TAeA P.s�ieT EACH SIDE & ATTACH TO (2)2X6 E-NWBER OF JACK STUDS o EA END OF HEADERS(TABLE 3.YlF.P.191)ASSUME DBL HDR INSTALL 3 2"x4" F-NUMBER OF tea NAILS END-NAILED THOUGH ADJACENT JACK sIUDS TD END GF nS� ( ) GIRDER WITH SIMPSON LUS26) o EA s>oE(Does NOT APPLY tO Doak)(TABLE 3NL P.13T)a(TABLE aA PAGE 310) JACK STUDS IN FIRST I _ . . ,. _ FLOOR EXTERIOR WALL' - - - _ INSTALL (3) 2"x4". ATTACH SIMPSON RAFTER JACK STUDS IN FIRST TIES FLOOR EXTERIOR WALL 2 X8" ALL LUMBER FOR FRAMING SHALL BE STRUCTURAL GRADE DOUGLAS FIR, #2 OR BETTER, SEE NAILING SCHEDULE MINIMUM BENDING STRESS OF FB = 1100 PSI. ALL FRAMING LUMBER SHALL BE STRESS (TYP) GRADE MARKED. MINIMUM DIMENSION SHALL BE 1 1/2". (3) 2"X8" RAFTER of NEca {� s'-a• ATTACH SIMPSON STRONG—TIE C f T1 CONNECTIONS AS DETAILED � 1 0 391 A��FEas1oN�' (5) 2"AU P\fftp - Mow POPMp W&I 5 PROJECT NAME DRAWING TITLE ROBERT A. STEELS SCALE DATE DWG. No. STEELE RESIDENCE ADDITION PROPOSED SECTIONS PROFE55IONAL ENGINEER A5 8/ 18/04 5- 23G HARK150N AVENUE 1895 LEETON DRIVE 5OUTHOLD, NY 1 1971 MILLER PLACE, NY 117G4 5HOWN 28'-1" 28'-1" 0 101 WSl of / 5'-7j" 9'_21„ ° 9'-11 " O 0 ---I 12'-0" —I O O O O BEDROOM D BEDROOM 15'-10 " _ m �' O 24'-14" 24'-1i" Q 4'-10" 17'-4" { O O O O O 6' sliding door I 10'-2" 0 8'— LIVING ROOM / —electrical panel I I, _ 100amp service s I 1 6' sliding door n IUC 6 sliding door _ .. ._ - NY 15'-0" —--- DECK 4" 0 of IF NFh► C2�r gT A S'j.�0 • m rn �L r �I �XISfING pSf FOR, PA , ,� �XIS�ING S�CO�Jn FOR, PLAN ��� - � R��E$$lo�P�� PROJECT NAME DRAWING TITLE R05ERT A. STEELE SCALE DATE DWG. No. PROFESSIONAL ENGINEER 5TEELE RESIDENCE ADDITION EX151NG FLOOR PLANS 23G HARRISON AVENUE A5 8/ 18/04 EP- 1895 LEETON DRIVE 50UTHOLD, NY 1 1971 MILLER PLACE, NY 117G4 SHOWN q -ZZZTON DRIVZ x 8.0 CL /50 jf'I1JEJ x 7,5 CL x 7,7 CL 11 7.3 EP EDGE OF PAVEMENT 0 EP 103 35' 71 '° x 7s ,'1—N 145035'30" Ex7.81 — — — — - x72 WOODED =3 q x 6,4 5ECON FI.001;. CON511;UCT 14' W Pn AREA SAND AND TREES o� CAALU POFM�I?ABOVE �X1511NG F00ffINT (BRUSH AND TREES) h x63 EXIST,2ND STONY I 0r PUILPING, 6.9 x l t WOOD DECK CU a "v x 6,2 x 6.4 � x5�7,7 L"WATER 76 Cl) 6.1 VALVE WATER I xx58 I Q D48�ERI SAND AND TREES FLAG �, QQ�! STAIRS I Q MACHINn, 59 x x 5.6 C POLE LL Q O s7 ACC�55 p0U1� O STAIRS �46x Z nn ,, 43,7' J 5.8,1 6.0 58 x O 6.05.8 `Zak T. STO DRIVEWA Ao_ QQ9 5.2 x V �I ail x 5.1 i R, x57- - -I- - - - - - 54 I I �i x3,9 xS0 —EX3&F—SA II 2 _LEA_ IYZG MOU Y�V 73 x ~ x 4,7 `y tab _-7 4 x 4.2 TH 4r x 4.6 �I .2 Q 4,2 x LIMIT Ur` TLANDS 4.1 I[ 1 j_ q 15 I x 4.0 v� ih I x 4.1 ll x 4.3 f" i ham• �I 8'0 CONCRETE x 4.1 O FxrS SANITARY P WOODED AREA ?'-A Sy `nV' ITN DENSE BRUSH AND TREESi .S / co W q THE NYS FRESHWATER WETLAND BOUNDARY AS DELINEATED REMOVE.EXISTING ROOF CONSTRUCT 4i (FLAGGED) BY R• MARSH AND G, 2ND FLOOR GABLE DORMER K17ZLDWSKI ON 1113104 I I of NEWA. Y ti �� m SUFFOLK COUNTY TAX MAP c DISTRICT 1000S 45a35.30 WC0NTR ECTION 058.0 0AL DRIVE z 77391 Nq�' BLOCK 02.00 ®FESg�®�� (5o #Mff P.4PfR LOT 010.000 STREET NOT OPEN) °PROJECT NAME DRAWING TITLE ROBERT A. STEELS SCALE DATE DWG. No. 5TEELE RE51DENCE ADDITION PROFE5510NAL ENGINEER 51TE PLAN 23G HARR150N AVENUE 1 "=30' G122104 D. 1 1895 LEETON DRIVE 50UTMOLD, NY 1 1971 MILLER PLACE, NY 117G4 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: ? /$ /04 APPLICANT: - DATE SUBMITTED: /04 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: LOT: t r SUBDlVlSION: QjL ADDRESS: (QP� IV CITY: ZONING DISTRICT:� CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: YiOR 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:Q?1AP REQ. LOT C V.o2,12P. ACT. LOT COV. REQ. FRONT v PROP. FRONT .44EQ SIDW �3 ACT. SIDE REQ. REAR bra PROP. REAR ✓ Q.HEIGHT PRORBEfGHT PROJECT DESCRIPTION:l�I�d(°QIp ESTIMATED PROJECT COST: �O� ARCHITECT/ GINS : WATER FRONT? /1 0 DESCRIPTION: PANEL # / FLOOD ZONE: BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or C(BED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y o1&EPTIC CE IFICATION: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or, DTE:_/_/_ PERMIT#: SOUTHOLD TOWN TRU�I'EES: YES DTE _/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES o DTE:_/_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE _/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o Z, NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2) or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. SF)- (_SF)= SF X$ 2. ( SF)- ( SF)= SF X$ _$ +$ +$ _$ 3. ( SF)- ( SF)= SF X$ _$ +$ +$ _ FINAL TOTAL: 1167 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 TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N 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 CALLS: Y/N TOTAL COMPLIENCE? YIN(RETURN TO PAGE ONE)