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Home My WebLink About33123-ZFORM NO. 4 TOWN OF SO%TIHOLD BUILDING DEP~LRTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33826 Rte: 07/10/09 THIS ~TIFIES that the building NEW DWELLING Location of Property: 4850 SOUND AVE (HOUSE NO.) (STREET) County Tax ~4ap No. 473889 Section 121 Block 3 Subdivision Filed ~4ap NO. Lot NO. M3~TTITUCK Lot 6 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 17, 2007 pursuant to which Building Permit No. 33123-Z dated JUNE 8, 2007 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 ALTER EXISTING BUILDING TO ONE FAMILY DWELLING WITH FIRST FLOOR STORAGE AREA, UNHEATED NONHABITABLE ATTIC SPACE, SECOND FLOOR DECK, 5 BEDROOMS A~ND ATTACHED TWO CAR GARAGE A~S APPLIED FOR. The certificate is issued to FR3~NK & DONNA M SCAROLA (OWNER) of the aforesaid building. SIIFFOI~K COL~I~f DEP~T~T OF }~LTH APPRO%r~J~ C10-07-0004 RLRC'~RICl%L ~TIFICAT~ NO. 08-6115 I~LD%WBERS U~RTIFICATION DA'r~U 04/28/09 GARY A STAHL 05/11/09 04/27/09 Rev. 1/81 Form No. 6 TO~ OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCE This application must be fdled in by typewriter or ink and submitted to the Buildin /'5/) For new building or new use: 1. Final survey of property with accurate location of all buildings, property Ii topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board ofFLre Undervaiters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industtial building, multiple residences and similar buildings and iustallatious, a certificate of Code Compliance from architect or engineer respousible 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, o? buildings and "pre-existing" land uses: 1 Accurate survey of property showing all property lines, streW, building andunusual natural or topographic features. 2. A properly completed application and cousent 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 Temporary Certificate of Occupancy - Residential $15.00, Commercial S 15.00 New Construction: Location of Property: (check one) Old or Pre-existing Building: Date. House No. Street Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision PermitNo. %'~ [~_~_~.DateofPennit. Health Dept. Approval: ~%l Planning Board Approval: ~-- Request for: Temporary Certificate Fee Submitted: $ ~.~'- ~ [ 7__ k Blcck Filed Map. Applicant: Underwriters Approval: Finai Certificate: Lot& ~' /~Appli~a~j~nature Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. -~--.- Owner: :~-lK~/,~ka~, (Please print) (Please print) 1 certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this (Plumbers Signature) day o f Notary Public, ~-'w ~//~' County CORINNE E. NEWMAN Notary PubJic, S*.m~, of ~w York No, 47f~0~:~56 E ' Oua~ S~fto~k Coun~ ~lres ~//~ Electrical Inspectors, Inc. 308 East Meadow Avenue East Meadow, NY l 1554 Office: (516) 794-0400 (631)396-7474 Fax: (516) 794-5854 Website: www.electricalinspectors.com Email: in fo~electricalinspectors.com Mail To: East County Electric, Inc. William Ost~r/Bmce Oster PO Box 2620 Aqueboque, NY 11931 License#: 1005E Certificate Number: 08-6115 Municipality: Southold, Town Of Inspector: 124 Issue Date: 4/27/2009 Property Address: Scarola 4850 Sound Avenue Mattituck, NY 11952 .ELE C T CAL APPROVAL CER TIFICA TE AREAS LISTED BELOW ARE APPROVED BY INSPECTION AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE No visual defects were found for the electrical inspection provided. No obvious unsatisfactory conditions w~re found in the areas herein below only. Residential Inspection 1st Floor: 6 Bathrooms. 4 Bedrooms, Deck, 2 Dining Rooms, Hall. Kitchen. 2 Laundry Rooms, 2 Living Rooms, 2 Walk-In Closets 2nd Floor: 2 Bathrooms, 2 Bedrooms, Deck, Laundry Room, Living Room, Walk-In Closet Attic: Storage Room 2 Car,~ttached Garage 113- Duplex Receptacles, 22- GFI Receptacles. 8- Smoke Detectors, 66- Switches. 12- Recessed Fixtures, 47- Incandescent Fixtures, 13- Paddle Fan Outlets, 6- Exhaust Fans, 2- ~/C Disconnects, 2- A/C Blowers, 3- CO Alarms. l OOAmp Single Phase Sub Panel/2OCkts/19 Used.* Rough 8/27/08 Final 4/24/09 Richard M. Bivone President ~/ / ~ / / Not valid unless signed by an ~~--~7 4 authorized Eli Agent Chief Electrical Inspector 1. ELECTRICAL INSPECTORS, INC. is not responsible fl)r the existing conditions at the subject premises. 2. ELECTRICAl, INSPECTORS, INC. is not responsible for corrections, upgrading or replacement of existing electrical violations at thc sutkject premises. Any corrective work shall be solely the responsibility nf the property owner. EI,ECTRICAL INSPECTORS, INC. DOES NOT WARRANTY OR UNDERWRITE THE ELECTRICAL CONDITIONS AT THE PREMISES. 3. EI,ECTRICAL INSPECTORS, INC. only recognizes the National Electric Code, the Building Codes of New Yurk State all volumes and Local Municipal Codes, as Authorized by The Department nf State Codes Division. via Villagc~ Town or City Board Resolution. 4. AN EI,ECTRICAL SURVEY consists ufa visual exandnation of the premises ONLY: Electrical Inspectors Inc. will comply with the requirements of NFPA 73. latest edition Chapter 1, Section I - 1, 1-2. If violations exist, a Notice of Violation (NOV) will be issued requiring corrccti(m by a licensed electrical contractor. After the violation has been corrected, a re inspection will be conducled and it' approved a certificate shall be issued. 5. A SURVEY CERTIFICATE does not examine thc actual wiring or devices unless all walls are opened and wires and devices are exposed prior to lhe sur,.cy being cnnducted. 6. A CERTIFICATE is non transferable. 7. AN EEECTR1CAL INSPECTION com, ists of an examination of wiring and installations during the rough stages et constructinn. Alter completion o/the construction a final inspection will be conducted at which time a certificate will be issued provided no violation exist. In the event no inspection is requested during the rough stages of construction ELECTRICAL INSPECTORS, INC. will perform a CLOSED WALl. SURVEY that consists of a visual inspection of the wiring and installations only. Since access is limited, ELECTRICAl. INSPECTORS, INC. sball bear no responsibility for any defects or violations at the premises. 8. ELECTRICAL INSPECTORS, INC. shall not be responsible to remove any walls ill order to conduct tin electrical inspectiun. 9. ELECTRICAL INSPECTORS, INC. will only release inforn/ation, certificates and reports to the applicant after payment for services rendered have been paid in full. 10. ELE(?TRICAI, INSPECTORS, INC. assumes no ]iahility for Ibc results {)fils inspections. I I. The agreement may not be changed orally. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES U~NTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33123 Z Date JUNE 8, 2007 Permission is hereby granted to: SOUND AVE CORP 4850 ff~('~.,Clc) PO BOX 2711 AQUEBOGUE,NY 11931 for : CONVERSION OF AN EXISTING STRUCTURE TO A SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4850 County Tax Map No. 473889 Section 121 pursuant to application dated MAY SOUND AVE MATTITUCK Block 0003 Lot No. 006 17, 2007 and approved by the Building Inspector to expire on DECEMBER Fee $ 2,302.80 8, 2008. ~-zed ~re Rev. 5/8/02 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING ~J~FINAL ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING ~'~INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE ~'/:~ ~ INSPECTOR 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [,~/~ STRAPPING []FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATIONIST [~]ROUGHPLBG. ] FOUNDATION 2ND INSULATION ~] ~T~PPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION INSPECTOR .7_- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION 1ST [ ]ROUGH PLBG. ]FOUNDATION 2ND [ ]INSULATION ~ STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~NSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE //~)- ~ O ~ INSPECTOR~ ~ ~ 51 a--3.7 ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION/~ FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION ~ FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~FRAMING~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE .INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION INSPECTION ,~' ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~~ ~ iNSPECTOR__----~( ~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING ~)<~L~INAL )/~ ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION REMARKS: ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE __ INSPECTOR ~-~-- ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ~L~FINAL /~ ~. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Dominick Salvati & Son Architects Established in 1910 April 2, 2008 Building Department Town of Southold Town Hall Annex P.O. Box 1170 Southold, NY 11971 Re: Frank Scarola 4850 Sound Avenue Mattimck, NY 11952 Permit # 33123Z Dear Sirs, Site observation this date reveals that the foundation, foundation waterproofing, framing and strapping conform to standard practices and the New York State Building Code. MAY 13 2009 BLDG. DEPT. tOWN OF SOUTHOLD 26 Court Street, Suite 1804, Brooklyn, NY 11201 (718) 855-4686 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ' SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. ~i.Q,~q~-- Examined Approved Disapproved a/c Expiration 20 __ ' 4A'{ I ?' ? {~PLICATION FOR I BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: r¢ ~hone: BUILDING PERMIT Date ~"~/[ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and reggla~ns,~and to admit authorized inspectors on premises and in building for necessary inspections. ,,~~ff~/~-/~ ~~/~of'~ ( ]-g ap-'~i~ant or name, ifa corporation) (Mailing address of applicant)/t/~..~~ ~ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~"-/-~/dx ~-1~)~ (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. Electricians License No. Other Trade's License No. 1. Lo~t~and on whi~d w~be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section Block ~'3 Lot 2. State existing usc and occupancy of pros. es and intended usc and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy '~' ( ]~ L..'~' 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. EstimatedCost ~ ['t~trl~'O~ 5. If dwelling, number of dwelling units ) If garage, number of cars Fee Addition Alteration ~ Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~ Height. Number of Stories Rear t~I~ Depth Dimensions of same structure with alterations or additions: Front ~'~IAA.,~:~ Rear Depth. Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size oflot: Front [~ '-~ Rear Z7~'"' Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated t~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES__ NO v/Will NOJ excess fill be removed from premises? YES__ NO 14. Names of Owner of premises Address Phone No. Name of Architect Address 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 __ NO ~ * IF YES, SOUTHOLD TOVv2q TRUSTEES & D.E.C. PERMITS MAY BE R,,EQUIRED. 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. 18. Are there any covenants and restrictions with respect to this property? * YES __ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) Swom to before me this /q~'/"-- day of /~ ~ 20 o 7- Rotary Public of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree 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.~an~.~.~~' c SOUND AREA = 2. 2170 ACRES .54655 MAIN ROAD SOUTHOLD~ N. Y, 11971 SURVEY FOR RANDALL J. FEINBERG AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. I000 - 121 03 - 06 SCALE '1" = 60' OCT. II, 1985 NO. 4961D NGINEERS ~ P. C. CERTIFIED TO: TICOR TITLE GUARANTEE RANDALL d. FEINBERG North Fork Permits Permit Expediters To: Town of Southold Zoning Board of Appeals Town Hall Annex Southold, NY 11971 From: William Gorman PO Box 1447 Mattituck, NY 11952 Date: June 6, 2007 Re: Frank Scarola 4850 Sound Ave Ma~kuck, NY 11972 To whom it may concern. It is our intention to obtain building permits for all 4 buildings located at 4850 Sound Avenue. For buildings #2, 3 and 4, we are simply repairing the roofs, siding and foundations as required. As for the main building (building #l) it is the owner's intention to remodel the existing barn and convert it into a single family dwelling. We are not ruling out the possibility of obtaining a variance for an accessory apartment sometime in the future. Authorized Representative for Frank Scarola P.O. Box 1447, Mattituck, New York 11952 631-445-1461 Permit # Permit Date REScheck Software Version 3.7 Release lb Compliance Certificate Project Title: Scarola Report Date: 12122/06 Energy Code: Location: Construction Type: Heating Type: Non-Electric Glazing Area Percentage: 13% Heating Degree Days: 5750 Construction Site: 4850 Sound Ave. Mattituck, NY 11952 New York State Energy Conservation Construction Code Suffolk County, New York Detached 'f or 2 Family Owner/Agent: DesigneflContractor: Ceiling 2: Flat Ceiling or Scissor Truss: Waft 1: Wood Frame, 16" o.c.: Window 1: Wood Frame:Double Pane with Low-E: Window 2: Wood Frame:Doubre Pane with Low-E: Window 3: Wood Frame:Double Pane with Low-E: Door 1: Glass: Floor 1: Slab-On-Grade:Unheated:, Insulation Depth: 0.0' 5060 30.0 0.0 177 5814 19.0 0.0 305 200 0.340 68 170 0.330 56 23 0.290 7 338 0.350 118 646 0.0 673 Statement of Compliance: The proposed building represented in this document is consistent with the building prans, spociflcetions, 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 Company Name Date ~ Scerala Page 1 of 4 SURVEY OF PROPERTY SITUA TED A T MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-121-03-06 1' SCALE = SEPTEMBER 20, 2000 JULY 2z-, 2006 UPDATE SURVEY FEBRUARY 25, 2009 ADDED SEPTIC SYSTEM 8: WATER LINE MARCH 24, 2009 ADDED PROPOSED PARKING APRIL 1, 2009 ADDED PROP. DRYWELLS AND AREA = 96,567.61 sq. fl, 2.217 ac. FRANK SCAROLA i PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS DSTABUSHED By TIJE L.I.A.L$, AND APPROVED AND ADOpI~D FOR SUCH USE BY THE NEW YORK STA~ L&ND NYS, Llc No. 50467 Nathan Taft Corw,n III Land Surveyor PHONE (631)727-2090 Fox (631)727-1727 THE EXISTEHCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY SITUA TED A T MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-121-05-06 SCALE 1 "=,50' SEPTEMBER 20, 2000 AREA = 96,567.61 sq. ff. 2.2~7 ac. CERTIFIED TO: HENRY H. HILDRETH TICOR T~TLE GUARANTEE COMPANY N Y,S, L~c, No, 49668 Joseph A. Ingegno Land Surveyor PHON£ (631)727-2090 Fax (631)727-1727 0 20-5~ SURVEY OF PROPERTY SITUA TED A T MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-121-03-06 SCALE 1"=50' SEPTEMBER 20, 2000 dULY 24, 2006 UPDATE SURVEY AREA = 96,567.61 sq. ff. 2.217 (~c. CERTIFIED TO: FRANK SCAROLA No' N.Y.S. Lic, No. 4-9668 Joseph Lond A. Ingegn Surveyor 7~tle Surveys - Subdivisions -- PHONE (651)727-20g0 OFFICES LOCATED AT 322 ROANOKE AI/ENUE RIVERHEAD, New York 11901 Fox (631)727-1727 LDO #1 4 BLDG #2 ~4 BLDG ~5 SANITARY USE: DESIGN: SEWAGE DESIGN CALCULATIONS: SEWAGE DISPOSAL DESIGN: 26-266 Suffolk County Department of Health Services Approval for Construction-Other Than Single Fnmily Reference No.. - -- Design Flow '27~,g~-, These plans have been reviewed for general conformance ~fil,h 8uffoll Coanty Department of Health Services st~dards, relating to wate~ accordance with the attached permit conditions and app~eahle standards, unless specifically waived by ~he Department. This approval expires 3 years from the approval date, unless extended or renewed. Approval Dat~ Reviewer Third Floor Plan 5toraqe Area Unacce~lble from 3rd 7' 4" 7L4'' 26' g" 45'2" 5L7I' I I '-2" 17LO" [<,lichen Walk In First Floor Plan NYLIC. 031085-1 PA LIC. 9859-X NORTH KEY P~ ~O DATE REVISIONS S~LE: AS NOTED Floor Plans APPJ~OyED AS NOTED DATE:~ B,P. ~r'~;:~--~ BUILDING DEPARTMENT AT ~&l 7~-1~ ~ TO 4PM FOR THE FOLLOWlNCl INBPECTIONB: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2, ROUGH - FRAMING & PLUMBING 3, INSULATION 4, FINAL · CONSTRUCTION MUST BE COMPLETE "OR C O, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIRLE FOR DESIGN OR CONSTRUCTION ERRORS. CERTIFICATE OF occUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 21'10 OF 1% LEAD, cOMPLY WITH ALL CODES OF 4EW YORK STATE & TOWN CODES ,S REQ/LIIR/ED AND cON,Di~IONS OF / , SOU'THOLD TCII",~Z:A 7 U/t~..;...'5~[JTHOLD TOWN ~I~0 -- "46"- -- ,, v .....er, C, X3MPLY WITH CHAPTER __ // v ~,T,~.~ ~.~OOD DAMAGE PREVENTION 80uTHOLD TOWN (:;.ODE. ALL OONSTRUCTION SHALL ¢tEET THE REQUIREMENTS OF THE cODES OF NEW YORK STATE. RETAIN STORM WATER RUNOFF ' PURSUANT TO SECTION 45-10C 'OF THE TOWN CODE. UNDERWRI'EflS CERTIFICA~" REQUIREO OccUPANC"( OR USERS UNLAWFUL OF OCCU?L'~!C;Y PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING 104'-4"- 14'-8"- ' ®® 13' 45' -26'-4" ® ® 11 13'-8" [] [] 17'-8" ®®® 104'-4~" 13' r 24 '8" 12'-10" , 66 -8" Pr 4oosed First Floor Plan SCALE: 1/8"= 1'-0" · 'r > @® ®® Cedar Shingles 50 year Architectural Asphalt Roof Shingles Cedar Soffits & Rakes ! East Elevation Scale: 1/4"= 1'-0" West Elevation TYPICAL LUMBER SPECIFICATIONS- 1997 NDS Size Description Bending Value - 1997 NDS 2" x4" No 1~2 SPF 1313 2" x4" 2130f M SR SPF 2100 PSI 2" xG" No. 1&2 SP F 1138 PSI 2" xS" No ISYP 1500 PSI 2" x 10" No ISYP 1300 PSI 2" x 12" No~ 1SYP 1250 PSI ALL 1950f MSR SYP 1950 PSI NAILING SCHEDULE PER:WOOD FRAME CONSTRUCTION MANUALANSIIAF&PA 2001ED[TION Building E~ement # and Type Fastener Method and Spacing of Fasteners ROOF FRAMING Rafter to plate Simpson H7 Toe-nailed per rafter Ceihng jo~st to tep plate 3-8d Ce mmon T oemallea per jo~st Ce[l[ng jo Ist to paralell rafter 3-18d Common Face-nailed each lap Ce[l[ng jo ist laps over parbtia n 3-'8d Common Faced-nailed each lap Collar tie to rafter 6-10d Common Face-nailed each end B focklng te rafter 2~8d Toe-nailed eachend Rim beard to rafter 2-1~d End-nailed eachend WALL FRAMING Top plate to top plate 2-'6d Face-nailed per feat To p plates at interseche ns 4-'8d Face-nailed jo ints-each side Stud to stud 2-1Sd Face-nailed, 24" o Header to header l~d Facemailed, 18" o c, along edges Top er bottom prate to stud 2~1~d End-healed per 2x4stud 3-1~d End-nailed per 2x,6 st ud 4~1~d End-nailed per 2x9 stud Bottom plateto floorjmst, band jo Ist, end jo ist o r bio cklng 2-'6d Face-nailed per fo o t FLOOR FRAMING Jo~st to sill, top plate or girder 4-8d T ce-nailed perjoist Bridging to jo~st 2-8d Toe-nailed eachend B Iock~ng to joist 2-8d Tee-nailed eachend B Iocldng to sJlJ ertop plate 3-16d Te e-nailed each block Ledger strlpte beam 3-13d Face-nailed each~olst Jo ist on ledger to beam 3-8d Toe-nailed per joist B and Jo ist to jo ist 3-13d End-nailed per joist B arid jo [st to sill ortop plate 2-13d To e-nalMd per foot ROOF SHEATHING Structural panels Interie r & 4' perimeter edge zo nos 8d 12" o.c Gable endwall rake and rake truss 8d 4" o 3~ag board sheathing ~<6 or 'N8 2~8d persuppod Dlag, beard sheathing ~410 e r wider 3-8d per support CEILING SHEATHING Gypsum wallboard 5d coolers 7" edge/10" fled ~ALLSHEATHING Structural panels 8d '~" o c Fire0o ard panels 7/1B" 6d 3" edge/6" flGd Flreboard panels 25/32' 8d 3" edge / 6" fie~d Gypsum wallboard 5d coolers 7" edge / $3" field Dlag board sheathing ~8 or $(8 2-8d per supper( Dlag board sheathing $(10 or~der 3-8d persuppor( FLOOR SHEATHING Structural panels 1' o r less 8d 6" edge/19' fiord Structural panels greater than 1' 10d 6" edge/6" held Dlag board sheathing 'kG or 'kS 2-8d per suppori Dlag, board sheathing 'kl0 er wider 3~8d per support DESIGN PARAMETERS ( Prescriptive Design) 45 Ibs/ft3 '~0 mph Ground SnowLoad ¢Vind Speed Seismic Design Categ,ory Subject to Damage Frgm severe Ice/Water shield Underllay R eq'd? Yes Flood Hazards No Exposure Category B BUILDIING DESIGN CRITERIA Code: 2002 B~uildingCode Of NewYorkState Use Gte up Single Family ~ Residential Construction Type V~8 Floor Area see notes M san Roof Height 30' Budding Category B Live Roof Load Design 36 PSF 45 PSF 'EO MPH Ground SnowLoad Wnd Speed (V3S) W~nd Imper(anoe Factor ~ 2 Exposure Category B Internal Pressure CoefhClent +/-0 18 B ulld~ng Design Condition Enclosed C o m po nent & Claddfn¢ Wind Loads zone1 14,9' - 23 7 pst zone2 149'- 50 1pst zone3 4A 9' - 50,1pst zone4 25,9'-28 1pst zone5 25,9'- 34 7 pst NOTES Location Floor Area (Square Feet) First Floor 4132 Seco nd Floe r 1556 Total Square Feet 6904 TYPICAL LUMBER SPECIFICATIONS- 1997 NDS Size & Description 3xS#2Oa~ 4x8 #2 Oak 4x~ #2 Oak 6x8 #2 (Del( 8x8 # 20 ak 9x9 #2 Oak 10 x !4 #2~ Oak 1~<14 #2 ,Oak Bending Value - 1997 NDS PSI PSI PSI PSI PSI PSi PSI PSI 2 x 12 Ridge 2 x 10 Douglas Fir Rafters @16" On Center 2 x 8 Collar Ties @16" On Center 50 Year Architectural Asphalt Shingles Over 15# Felt 1 x 10 Pine Roofers Insulation 6 x 8 Pine Carriers b~ "1~ Hurricane Clips % .~ --1 6 x 6 Pine Post at every Rafter ~- with 2 x 6 Framj.i.i~ ~ 2 x 10 Ceilir Joists In Betwee~ @16" On O ~r ~ ~ ~5/4x6CedarSTl( ~ ~/ Rubber R ~fing Membrane 6 x 8 Floor Carriers~ trapping As Required By rl~ :;tare Code 1/2" Sheetrock 4" Poured Concrete Slab x 8 Cedar Soffits & Facias 1/2" CDX Plywood Siding 2 x 6 ACQ Sill Bolt 42" Frost Wall with Footing 3000# Mix A 4 Section Scale: 1/4": 1' 0" 'I I: i! ,I1,, : Jl I:i L :JlJ,i LI Jj , , L, [: South Elevation SCALE: 1/4": 1'-0" 50 Year Architectural Asphalt Shingles 2 x 10 Rafters 2 x 6 Collar T~es 2 x 10 Ceiling Joists Hurricane Clips At Each Strapping As Required By New York State Code 4" Poured Concrete Slab 3000# Mix 2 x 6 Framing Siding 1/2" CDX Plywood 2 x 6 ACQ 5/8" Sill Bolt 42" Frost Wall with Foo,ting A 5 Section SCALE: 1/4"= 1'-0" Section Detail scALE: NTS "i "Ii J I'Jl Iii I' .LI'- :~ ~r L I ~ ,?I¥ ~' i:i North Elevation SCALE: 1/4" = 1'-0" III " I South Elevation SCALE: 1/4"= 1'-0" 6 x 6 Cedar Posts Decldng with Cedar Rails Window / Exterior Door Schedule 2-1 WDH2442 2'-5 5/8"4P-4 7/8" Window Catalog Number Rough Opening S~ze Sash 2-2 A251 2'-4 3/8" 2~'-0 1/8" Number Hinging Remarks 2-3 A251 2'-4 3/8" ~'-0 1/8" Andersen Width Height LeA Right 2-4 WDH2442 2'-5 5/8" 4u-4 7/8" 1-1 WDH2452 2'~5 5/8" 5'-4 7/8" 2-5 WDH2442 2'-5 5/8" 4t'~4 7/8" :L-2 WDH2452 2'-5 5/8" 5'-4 7/8" 2-6 A251 2'-4 3/8" 23'-0 1/8" 1-3 WDH2452 2'-5 5/8" 5'-4 7/8" 2-7 A251 2'-4 3/8" 2~'-0 1/8" 1-4 AW251 2~-4 3/8" 2'"4 3/8" 2-8 WDH2442 2'-5 5/8" 4~'-4 7/8" 1-5 AW251 2'-4 3/8" 2'-4 3/8" 2-9 AW251 2~-4 3/8" 2U-4 3/8" 1M6 AN2! 2"-0 1/8" 2'-0 1/8" 2-10 AW251 2"-4 3/8" 2L'-4 3/8" :`-8 AW251 2'-4 3/8" 2'-4 3/8" 2-12 AW251 2'-4 3/8" Z'-4 3/8" 1-9 AW251 2'-4 3/8" 2'-4 3/8" 2-13 AW2S1 2"4 3/8" 2'-4 3/8" 1-10 WDH2452 2'-8 3/8" 5'-4 7/8" 2-14 AW251 2'"4 3/8" 2'-4 3/8" :.-11 WDH2452 2'-5 3/8" 5'-4 7/8" 2-15 AW251 2'-4 3/8" 2'-4 3/8" 1-12 WDH2452 2'~5 3/8" 5'-4 7/8" 2'16 AW251 2~-4 3/8" 2'-4 3/8" 1-13 AW251 2'-4 3/8" 2'-4 3/8" 2-17 AW251 2'-4 3/8" 2'-4 3/8" 1-14 AW25:` 2'-4 3/8" 2'-4 3/8" 2-18 WDH2442 2'-5 5/8" 4'-4 7/8" 1-15 AW251 2'-4 3/8" 2'-4 3/8" 2-:`9 WDH2442 2'-5 5/8" zF'-4 7/8" 1-:L6 AW251 2'~4 3/8" 2'~4 3/8" 2-20 WDH2032 2'-1 5/8" 3'-4 7/8" 1"17 WDH24410 2'-5 5/8" 5'-0 7/8" 2-21 WDH2442 2'"5 5/8" z~'-4 7/8" :`-18 WDH24410 2'-5 5/8" 5'-0 7/8" 2-22 WDH2442 2'-5 5/8" 4~'-4 7/8" 1-19 WDH24410 2'-5 5/8" 5'-0 7/8" 1-20 WDH24410 2'-5 5/8" 5'-0 7/8" i-A FWH2758AL 2'-7" 5'-8" 1-22 WDH1832 1'-9 5/8" 3'-4 7/8" 1-C Custom 9'-0" 7'-0" Barn Door 1-23 WDH1832 1'-9 8/8" 3'-4 7/8" i-D Custom 9'-0" 7'-0" Barn Door Cathedral Cerling Plan Scale: 1/8"-- 1' 0" rI c E 2x12 Ridge Board 2x 10 Rafters @16" o.c. 2xl 0 Rafters @16" o.c. 2xl 2 Ridge Board 2. APPLY 1/2" THICK FIR CDX SHEATHING OVER ROOF FRAME. 4. USE 30~FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE 8~ WATER BARRIER UNDERLAYMENT, ~ 5. ICE & WATER BARRIER TO BE USED IN ALL VALLEYS AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYM£NT. 2xl 2 Val i UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY. COVER WITH HEAVY-DUI~ TARP UNTIL ALL ROOFING IS COMPLETE. ..... 7. INSTALL ASPHALT ROOFING AS PER MANUFACTURERS WRi~TEN INSTRUCTIONS. I USE GALVANIZED (ZINC COATED) ROOFING NAILS, i! - 12 GAUGE WITH AT LEAST 3/8" DIA. HEADS~ LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 1 USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH Wll-H SHINGLES BUT NOT CUITING INTO SHINGLE SURFACE. 8. INSTALL LEAD COATED COPPER PAN AT ROOF POCKETS, ROOF POCKETS TO BE Roof Framing Plan Scale: 1/8" = 1'0" PAGE9 North Fork Design Collabora ve Single Family House 1/17/2007 4850 Sound Avenue OF 9 William Gon~tan (631 )445-1461 Mattituck, NY I / ItflVAC / Mech IL Second Floor Plan Third ffloor Plan 5~ora~e Area Unheated 5toraqe 4II Pull Bath $0' 4" 7' 0" [ 3LO'' 104LG'' Full Bath Garaqe I 2'-g" I 2L2'' I 5'-I"44'-~" ], I 2'-8" ,~ GL5'' fflrst ffloor Plan NYLIC. 031085-1 PA LIC. 9859-X Floor Plans A-1 NV ~0 ~t~:O [ 90/L d6 - L 3DVd IVJJDIQ--H-~IO0~ AN-q O?dOJ_~tS3Q---. -~ Cedar Shingles Cedar Shingles 50 year Amhitedural Asphalt Roof Shingles Cedar Soffils & Rakes Beard & Batten East Election C,aor 1 x 4 Trim Cedar 1 x 6 Trim 1 x 10 Cedar Hank Doors Sm~: 1~ = 1 ~" West Elevation Scale 1/4" = 1 '-0" TYPICAL LUMBER SPECIFICATIONS- 1997 "DS DESIGN PARAMETERS ( Prescriptive Design) 2 x 12 Ridge Size Description Bending Value - 1997 NDS GroundSnowLoad V~athenng 451bs/ft3severe~~50 2" x 4" No. 1&2 SP F 1313 P SI ~A4nd Speed '~0 mph 2" x4" 2100f M SR SP F 2100 P SI Seismic Design Category B 2" x6" No. 1&2 SPF 1138 PSI Subject to Damage From. 2"x 6" No. l SYE 1656 P SI Ye~ r--'"- '_Architectural---- Asphalt_ Shingles 1 2" x 10" No. 1SYP 1300 P SI Termites moderate 2" x 12" NO 1SYP 1250 p SIDecay moderate 2 X 10 Douglas Fir Ra x ] 0 Pine Roofers ALL 1950f M SR SYP 1950 P SI ~nter Design 11degrees F Ice/Water shield Underlay Req'd9 Yes @16" On Center NAILING SCHEDULE PER: WOOD FRAME CONSTRUCTION M ANUALANSIIAF&PA 2001 EDITION Flood l-lazards No Building Element # and Type Fastener Method and Spacing of Fasteners Exposuffe Category B Rafter to plate Simpson H7 Toe-nailed per ra~ter U~ Ceiling joist 1o top plate 3-SdCommon Toe-nailed perjoist BUILDING DESIGN CRITERIA Ceiling ja~sl to paralell rafter 3-16d Common Face-nailed each lap Co,de: 2002 Building Code Of New York State Ceiling joist laps over partition 3-16d Common Faced-nailed each lap Use Gro~up Single Famdy- Residential Collar ge to rafter 6-16d Common Face-naded eachend Constru~ction Type V-8 Blocking to rafter 2-8d Toe-nailed eachend FloorArea see notes 6x 8 Pine Corriers.._L:¢ ~ '~ _3 ] x 8 I"..,~lar So[~lls' & Fuclm' Rim board to rafter 2-16d End-nailed each end Mean R~oof Height 30' · ....Fi-"~ HurricaneHurri~ne Clips Clias atat eye,every Ra~lerRafter--- WALLFRAMING Building Category B axe ~lnePa~ I / ~., ~ ~ ,i, . , . To p plate to top plate 2-16d Face-nailed per foot L,ve Re(of Lead Des,gn 36 P SF with 2 x 6 Frami!~jl. Top plates at intersechons 4-16d F ace-naded jo ~nt s -each side Ground ISnow Load 45 P SF ~-- Stud to stud 2-16d Face-nailed. 24"o.c. ~ind Spleed (V3S) 120 M P H II Header to header 16d Face-nailed, 16" o.c. along edges ~lnd ImiOo france Factor r 2 , Top or bottom plateto stud 2-16d End-nailed per 2x4stud E~osur,'e Category B 3-18d End-nailed per 2xEstud Internal I~ressure Coefficient +/- 0.16JJ II II Il JJ II II [[ JJ IJ II Jl II~ 5/4 x 6 C. ajarSTK 4~16d End-nailed per 2xSstud Building Design Condihon Enclosed B atto m plate to floor joist, band zone1 ~4.9' - 23.7 pst loist.endjoistorblocking 2-16d Face-nailedperfoo, zone2 149'-SD.Ipsf _ ~~ ~-~: -Siding FLOOR FRAMING Compor~ent&CladdingVMndLoads zone3 149'-50.1pst Br,dg,ngtojo~st 2-0d Toe-nalledeachend zone5 259'-34.7pst -ubber R ~in mbrane 6 x 8 Floor Carriers~ - Blocking to joist 2-6d Toe-nailed each end Ledger stgp to beam i 3-16d Face-nailed eachjoist NOTES 1/2 Joist on ledger to beam I 3 Sd Toe-nailed per joint Locati~ n F Ioo r A rea (Square Feet) BandJolst to joist 3-16d End-naded per joist First Fie,er 4132 Sand joist to sill ortop plate 2-16d Toe-added per foot Second IFIoor 1556 ROOF SHEATHING Unheate~d Garage 12166 Struclural panels I Intedo r & 4' peril eter edge zo nos 8d 12" o .c. Gable endwal, rake and rake truss 8d 4"o.c I ~ .'~ ~ ~ Diag board sheathing 1x6 or 1x8 2-Sd per support Total Square Feet 6904 2 x 5 ACQ D,ag. bo ard shear hing 'k'16 o r wider 3-8d per support CEILING SHEATHING Gypsum wallboard 5d coolers 7" edge/10" Bald ,'YPICA L LUM BER SP ECl, ICATIONS - 1997 ,DS ~.2" Fro~f W~l~ wi~l I:~ingi~= WALL SHEATHING I Size &Description Bending Value - 1997 NDS Structural panels 8d 12" o.c. 3x5 # 2 Oak P SI E~ Fireboard panels 7/16" 0d 3" edge/6" field 4x8 #2 Oak P SI 4" Poured Concrele Slab 3000/f Mix F~reboard panels 25/32" 8d 3" edge / E" f~eld 4x19#2 Oak PSI Gypsum wallboard5alcoa,ers 7" adge 16" field I 6x.#2*k ,B, A ' 4 Section " J Diag. board sheathing ~ or lx8 2-0d per suppo ft 8x0 #2 Oak i PSI ~,ag board sheath,ag ~16 or,der 3-0d persupport gx~#2 Oak' PS, Scale: 1/4" = ~' 0" FLOOR SHEATHING~ ~0x14#2 Oak PSI Structural panels ?' o r less 8d 6" edge / '~" fidd I ~' 11x14 #g Oak PSI Structural panels greater than 1' 16d 6" edge / 6" fidd Diag. bo ard sheathing 1x6 e r 'tx8 2-6d per support Diag. bo ard sheathing 3(16 o r wider 3-8d per s uppo rt SCALE: 1/4" = 1'-0" TYPICAL LUMBER SPECIFICATIONS- 1997 NDS Size Description Bending Value - 1997 NDS 2" x4" No. 1&2 SP F 1313 P SI 2" x4" 2100f M SR SP F 2100 P SI 2" x6" No. 1&2 SPF 1138 PSI 2" x6" No. 1SYP 1650 PSI 2" xS" No. 1SYP 1500 PSI 2" x 10" N o. 1 SYP 1300 P SI ALL 1950f M SR SYP 1950 PSI NAILING SCHEDULE PER: WOOD FRAME CONSTRUCTION MANUALANSI/AP&PA 2001 EDITION Building Element # and Type Fastener Method and Spacing of Fasteners ROOF FRAMING Rafter to plate Simpson H7 Toe-nailed per ra~ter Ceiling joist to top plate 3-8d Common Toe-nailed per joist Ceiling ja~sl to paralell rafter 3-16d Common Face-nailed each lap Ceiling joist laps over partition 3-16d Common Faced-nailed each lap C o Ilar lie to rafter 6-16d C o m mo n F ace-added each end Blocking to rafter 2-8d Toe-nailed eachend Rim board to rafter 2-16d End-nailed eachend WALL FRAMING Tap plate to top plate 2-16d Face-nailed per foot Top plates at ~ntersechons 4-16d F ace-naded jo ~nt s -each side Stud to stud 2-16d Face-nailed, 24" o .c. Header to header 16d Face-nailed, 16" o.c. along edges Top or bottom plateto stud 2-16d End-nailed per 2x4stud 3-16d End-nailed per 2xEstud 4~16d End-nailed per 2xSstud Bottom plate to floor joist,band joist, end joist or bio cking 2-16d Face-nailed per foot FLOOR FRAMING Joist to sill, top plate or g~rder 4-8d Toe-naded per joist Bndg~ng to joist 2-8d Toe-nailed each end Blocking to joist 2-8d Toe-nailed each end Blocking to sill ortop plate 3-16d Toe-nailed each L~ock Ledger strip to beam 3-16d Face-nailed each jo is t Joist on ledger to beam 3 Sd Toe-nailed per jolt B and jo is t to jo is t 3-16d End-naded per joist Sand joist to sill ortop plate 2-16d Toe-added per foot ROOF SHEATHING Structural panels Intedor & 4' perimeter edge zo nos 8d 12" o.c. Gable endwall rake and rake truss 8d 4" o.c Diag board sheathing 1x6 or 1x8 2-Sd per support D~ag. board sheathing 'cd0 orwider 3-8d per support CEILING SHEATHING Gypsum wallboard 5d coolers 7" edge/'D" field WALL SHEATHING Structural panels 8d 12" o.c. Fireboard panels 7/16" 0d 3" edge / 6" field F~reboard panels 25/32" 8d 3" edge / 6" field Gypsum wallboard 5d coolers 71' edge / 16" fidd Diag. board sheathing t~6 or lx8 2-8d per suppo ft Dlag board sheathing 1x16 or wider 3-8d per support FLOOR SHEATHING ~tructural panels ?' or less 8d 8" edge I '~" fidd Structural panels greater than 1' 16d 6" edge / 6" fidd Diag. bo ard sheathing lx6 o r 'D(8 2-8d per support Diag. bo ard sheathing 3(16 o r wider 3-8d per s uppo rt 2 x 6-~llar Ties 50 Year, 2 x 10 Ceiling Joists Hurricane Slrapping As Required By New York Stale Code 4" Poured Concrete Slab 3000//Mix 2 x 10 Rafters 2 x 6 Framiing Siding - 1/2" CDX Plywood 2 x 6 ACQ -- 5/8" Sill Bolt 42" Frost Walll with Footing A 5 Section SCALE: 1/4" = 1'-0" 6 X 8 ~ne roof c~rrler i x 10 pine deck Section Detail North Elevation SCALE: 1/4" = 1'-0" 5/4 Mahogany Decking with Cedar Raib South Elevation SCALE: 1/4" = 1'-0" Window / Exterior Door Schedule 2x10 0,11~ Jakk ~xl 0 Callirg .kfak ~x12 fadlle Iced Plan Scale: 1/8" = 1' 0" 2x10 Rafl~ ~'16" o.c. Shed Red 2xi0 O16" o.c. Shed Rad 2x10 ~'16' o.c. 2x10 Raf~m @16" o.r. 2xl 2 Ridge Board lag 2x12 Valley PEru 1. ZNSTALL 2X6 DF#2 COLLAR'r~ES AT 16" O,¢, APPLY ~/2' 'Il'lICK fir CDX SHEA'II'IING OVER ROOF FRAHE. 3. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DZREC'It,Y TO THE DECK ALONG EAVES. 4. USE 30#PELT UNDERLAYIflENT WFTH ASPHALT ROOFING, TN ARE~SW/ 4:12 OR LESS ROOF PTFCH USE ZCE & WATER BARRIER UNDERLAYMENT, 5. ICE & WA'I~R BARRIER TO BE USED IN AU. VALJ..EYS AND TNTERSECI'~ONS WFTH ROOF AND SZDE WAII q ('WP[CAL), 6. DO NOT TNSTALL UNDERLAYHENT ON WET / DAHP PLYWOOD, SHEATHTNG NUST BE DRY AND CLEAN PRIOR TO INSTALJ. iNG UNDERLAYHENT, UNDERLAYNENT IS NOT TO BE LEFT E)(]~OSED TO ELEMENTS AT END OF THE WORK DAY. COVER WTI~t HEAVY-DUTY TARP UN'F~L AU. ROOfiNG ~q COMPLI: I INSTALL ASPHALT ROOFING AS PER HANUFACTURERS WR.rl ion INS'II~UCI~ON;:. USE GALVANIZED (Z~NC COATED) ROOF[NG NA[LS, 11 - 12 GAUGE WT~ AT LEAST 3/8' DZA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NMLS ARE TO BE FLUSH WtlH SHINGLES BUT NOT Cu i iANG INTO SHINGLE SURFACE. 8. TNSTAU. LEAD COATED COPPER pAN AT ROOF POCKETS. ROOF POCKETS TO BE SLOPED AWAY FROM WALLS AT IfliN. ]/8':1'-0', ~ 2x12 Ridge Board ~ 2x10 Rafter~ ~16' o.c. Roof Framing Plan Scale: 1/8" = 1' 0" PAGE 7 OF 8 North Fork Design Collaborative William Gorman (631)445-1461 Jab.. Frank $camle . Single Family with Ap~,b,,ent 4850 Sound Avenue Mattituck, NY Scale: 118' = 1' 0' 111712007 Iff 3 Frost Wall Foundation 8"p.c. Foundafion Wall on l'-4"xl'-4"xl'-0"fooUng Existin~q_FrostWall Foundation Section Not to Scale Existing Foundation New Piers 2'X2'xlO" .. l Existing Foundation Plan Scale: 1/8" = 1' 0" imf tl/2 11/4 3 3 1 1/4 1 1/4 Z 2 ?SLOPE 1/4" PER FOOT PTI'CH TO DRAIN PLUMBING SCHEMATIC Not To Scale 1/4 BaA N~4 11/4 11/2 11/4 1/4 4 ~1 aF.4J North Fork Design Collaborative William Gorman (631)445 - 1461 Job: Frank Scare. la Single Fam,ly with Apa, b,'~nt 4850 Sound Avenue SOale: 118' = 1' O' 1117/2007 PAGE 8 OF 8 MatUtuck, NY