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Home My WebLink About37238-Z u p��. Town of Southold Annex 7/30/2012 oG� P.O.Box 1179 54375 Main Road P� • , Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35849 Date: 7/30/2012 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 700 Sound Beach Dr,Mattituck, SCTM#: 473889 See/Block/Lot: 99.4-10.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/20/2012 pursuant to which Building Permit No. 37238 dated 5/22/2012, 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: "as built"deck&new dormer addition to an existing one family dwelling as applied for per ZBA#6554, dated 4/19/12. The certificate is issued to Kalogeras,Thomas&Irene (OWNER) of the aforesaid building: SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37238 7/26/12 PLUMBERS CERTIFICATION DATED t A ho ' ed S' atur - z TOWN OF SOUTHOLD s�SOFFa�X �oo� copy BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37238 Date: 5/22/2012 Permission is hereby granted to: Kalogerasi, Thomas & Kalogeras, Irene 53-33 Brownvale Ln Little Neck, NY 11362 To: as built" deck & new dormer addition to an existing garage per ZBA decision # 6554 as applied for At premises located at: 700 Sound Beach Dr, Mattituck SCTM #473889 Sec/Block/Lot# 99.-1-10.1 Pursuant to application dated 4/20/2012 and approved by the Building Inspector. To expire on 11/21/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $244.80 CO -ADDITION TO DWELLING $50.00 Total: $294.80 Building Inspector Form No.6 75-0 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: l. 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 fi-om Board of Fire Underwriters. - 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. if a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupa11 - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial$15.00 Date. �7a Z New Construction: Old or Pre-existing Building: (check one) Location of Property: pd So "V�� c IUCIC- House No.a n Street Hamlet Owner or Owners of Property: �J s --�/ Suffolk County Tax Map No 1000, Section `Jr�Block Of Lot /D a, Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: _ i 41/,�E- Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Sibnature o�*pE SO(/Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • aOQ roger.richert(aD-town.southold.ny.us COnUNTl,�c�' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Tom Kalogeras Address: 700 Sound Beach Drive City: Mattituck St: NY Zip: 11952 Building Permit#: 37238 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric Inc License No: 34091-me SITE DETAILS i Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel 50a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: 1_electric Wall heater Notes: Inspector Signature: Date: July 26 2012 81-Cert Electrical Compliance Form.xls l pE SOpTyolo 37X3 � cOUfliY,�c� 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 [ .] ELECTRICAL ( LECTRIC r (FINAL) REMARKS: t o J 4. DATE r�� INSPECTOR ��OF SOUryO cOUNI'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: &76 DATE �' �� INSPECTOR �" OF SO(/T�OIo -- M �o • �o /► r ' �y�0UHT1,�� 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 [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR W4 FIELD MSPECTXON REPORT DATE COMMENTS \ U FOUNDATION IS - -- ------------- FOUNDATION(2ND) CA I � o ROUGH FRAAnNG& PLUMBING - INSULATION PER N.Y. STATE ENERGY CODE • 4 FINAL ADDITIONAL COMMENTS o z . z ;a TOWN OF SOUTHOLDVL1 2o��T;JoLD -' BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ LEE 33 Check Septic Form N.Y.S.D.E.C. rr Trustees Examined a1 q 0 D2' Contact: Approved 0 Mail to: Disapproved a/c +Z. Phone: Expiration d 2013 Building Inspector APPLICATION FOR BUILDING PERMIT Date l`-a5 , 20i2-- 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of-applicant or name,if a corporation) (Maili g address of ap icant) //?f-Z-- State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder L- Name of owner of premises ;n ens ' . �1 , (As on the tax roll o 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. Location of land on.wliieh proposed-work will bi'done: �Dl> SouAv �u.� //J% Tr-� z tc, �y 1 J^ Z House Number Street amlet l� County Tax Map No. 1000 Section Block / Lot Subdivision,- f, J . Filed Map No. Lot (Name) /Z State existing use and occupancy of premises and intended use and occupancy of:proposed construction: a. Existing use and occupancy 2 �r b. Intended use and occupancy 3: Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front / Rear /� Depth Height �--- Number of Stories Dimensions of Same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Z . / Rear /f Depth Height Number of Stories 9. Size of lot: Front U3 Rear /GD. -5'-6 Depth/ 1 p 10. Date of Purchase 197 1 - Name of Former Owner '' r 11. Zone or use district in which premises are situated �o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO 'Will excess fill be removed from premises? YES NO 14. Names of Owner of premise- Address Phone No. Name of Architects'�� 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 TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES — NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 441"Ilx 6"" 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) G� 1'ra,4.✓G �✓ ram- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, -(S)He is the yG� (C ntractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 � AL 9A Notary Public Signature-of Applicant CONNIE D.BUNCH Notary Public,state of New York No.01 BU6185050 Qualified in Suffolk County Commisslon Expires April 14,2��- pF SO(/ James F.King,President ,`O`�� Ty�lO Town Hall Annex Bob Ghosio,Jr.,Vice-President 54375 Main Road P.O.Box 1179 , Dave Bergen Southold,New York 11971-0959 John Bredemetyer G Q Michael:J.Domino '0��,• � �� Telephone(631) 765-1892 4UNVI Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7793A Date of Receipt of Application: April 30, 2012 Applicant: Tom & Irene Kalogeras SCTM#: 99-1-10.1 Project Location: 700 Sound Beach Dr., Mattituck Date of Resolution/Issuance: May 16, 2012 Date of Expiration: May 16, 2014 Reviewed by: Board of Trustees Project Description: To construct second-story dormers onto the existing garage. Findings: The project meets all the requirements for issuance of an Administrative.Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the plans prepared by S.L. .Maresca Associates dated January 16, 2012 and stamped approved on May 16,'2012. Inspections: Final inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. James . King, Preside Board of Trustees ECEo � L MAY 2 2 2012 BLDG.DEPT. TOWN OF SOUTHOLD James F.King,President so y0 Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O l0 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Q Telephone(631) 765-1892 Michael.J.Domino Olcou Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0772C Date: July 16, 2012 THIS CERTIFIES that the construction of second-story dormers onto the existing garage. At 700 Sound Beach Drive, Mattituck, New York Suffolk County Tax Map# 99-1-10.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 30, 2012 pursuant to which Trustees Administrative Permit#7793A Dated Ma_y 16, 2012 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 construction of second-story dormers onto the existing garage. The certificate is issued to TOM& IRENE KALOGERAS owner of the aforesaid property. Authorized Si ature JUL 16 2012 BLDG.DEPT, TOWN OF SOUTHOLD NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC EC PERMIT NUMBER EFFECTIVE DATE 1-4738-02713/00001 October 27 2000 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the EnvirormentaL Conservation Law October 31 2005 TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid Waste Management ❑ Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR supply ❑ Article 19: Air Pollution 373: Hazardous Waste Management ❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport Management ❑ Article 23, Title 27: Mined ❑ Article 15, Title 15: Long Land Reclamation ❑ Article 36: FLcocipIain Island Wells El Article Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO 7(631) LEPHONE NUMBER Thomas Kalogeras 298-8715 ADDRESS OF PERMITTEE 700 Sound Beach Drive Mattituck NY 11952 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Document Service Consulting Co. P.O. Box 743 Mattituck NY 11952 (631) 298-5968 NAME AND ADDRESS OF PROJECT/FACILITY Kalogeras PrOEErty, 700 Sound Beach Drive Mattituck LOCATION OF PROJECT/FACILITY SCTM #1000-99-01-10 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Long Island Sound DESCRIPTION OF AUTHORIZED ACTIVITY: Construct 14'x 24'garage over existing asphalt driveway. All work is to be done in accordance with the attached plans stamped NYSDEC approved, By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 8 3) and any Special Conditions included as part of this permit. [[A RMIT ADM TRATOR: 2�71t RESS Wia (LJS) . #40 S Y StonyBrook NY 11790-2356 I �SiTURE DATE October 27 200o Page 1 of 4 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 15, 2012 TO: Christine Rivera for: Thomas & Irene Kalogeras 250 Sound Beach Dr. Mattituck,NY 11952 Please take notice that your application dated February 1, 2012: For permit to construct alterations to an existing single family dwelling and"as built" deck addition at: Location of property: 700 Sound Beach Dr., Mattituck County Tax.Map No. 1000 - Section 99 Block 1 Lot 10.1. Is returned herewith and disapproved on the following grounds: The proposed alteration and "as built" deck addition to this existing single family dwelling on a non-conforming 28,242 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, measuring 20,000 to 39,999 square feet in total size, require a minimum side yard setback of 15 feet. The proposed alteration and"as built" deck addition is shown at 10 feet: Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. A BOARD MEMBERS OF soar Southold Town Hall VLeslie Kanes Weisman,Chairperson ��' y0 53095 Main Road •P.O.Box 1179 ,`O !O Southold,NY 11971-0959 James Dinizio,Jr. t Office Location: Gerard P. Goehringer Town Annex/First Floor,Capital One Bank George Horning aQ 54375 Main Road(at Youngs Avenue) Ken Schneider �yCow m,��' Southold,NY 11971 http://southoldtown.northfork.net �n E ZONING BOARD OF APPEALS I h v TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631)765-9064 APR 2 3 2012 BLDG.DEEM. FINDINGS,DELIBERATIONS AND DETERMINATION T0\igv OF SOUIHOLD MEETING OF APRIL 19,2012 ZBA FILE: 6554 NAME OF APPLICANT:Thomas and Irene Kalogeras SCTM#1000-99-1-10.1 PROPERTY LOCATION: 700 Sound Beach Drive(adj. Long Island Sound)Mattituck,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 6, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 28, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted'to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: Subject parcel is improved with a one story single family dwelling with attached garage and decks. It contains 28,242 sq. ft. and has 102.03 feet of frontage on Sound Beach Drive. 281.88 feet along the eastern property line, 100.56 feet on Long Island Sound and 290.00 feet along the western property line as shown on the survey dated August 28, 2000 last revised February 13, 2012 by John T. Metzger, Licensed Land Surveyor. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's February 15, 2012 Notice of Disapproval based on an application for building permit to construct alterations and "as built" deck addition to existing single family dwelling: 1) less than the code required minimum side yard setback of 15 feet. RELIEF REQUESTED: The applicant requests variances for an "as built" deck addition and alteration of the existing garage with a side yard setback of 10 feet, where the code requires a minimum side yard setback of 15 feet. ADDITIONAL INFORMATION: The applicant's agent indicated that when the Certificate of Occupancy was issued on 6/l/02 for the garage at 10' from the westerly side yard,the as built deck was in place. Additionally the garage alteration consists of dormer additions so that the current owner may use the space for storage. A Page 2 of 3—April 19,2012 ZBA File#6554-Kalogeras CTM: 1000-99-1-10.1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 5,2012 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The attached garage has been in existence since 2002. The "as built" deck meets the same set back as the garage. 2. _Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance .Based upon testimony taken at the hearing the "as built " deck has been in existence with the same setback as the garage since 2002. Although,the Certificate of Occupancy was issued in error because the as built deck was not included, the applicants' relied on the action of the Building Inspector 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 33%relief from the code. However, both structures have been in place for more than ten years and the garage was issued a certificate of occupancy. Many of the homes in the area have the same or similar setbacks, 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Applicant will retain all storm-water runoff on site. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created. When the original garage was constructed the deck was noted on the final survey, however the certificate of occupancy did not note the deck. Additionally, when the original permit was issued it was overlooked that the structure should have been located 15 feet from the side property line as was required by code. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an expanded garage and a legally existing deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Member Horning, and duly carried,to GRANT, the variance/variances as applied for, and shown on the survey dated August 28, 2000 last revised February 13, 2012 by John T. Metzger, Licensed Land Surveyor. And the architectural plans dated 1-16-12 prepared by S.L. Maresca Associates and noted as Kalogeras Residence sheets S-1 & S-2. Condition: 1. The garage shall be used for storage only. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving Page 3 of 3—April 19,2012 ZBA File#6554-Kalogeras CTM: 1000-99-1-10.1 nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Schneider,Horning. (Absent was:Member Dinizio) This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing /�Ro /2012 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 .._ NATIONAL FLOOD INSURANCE PROGRAM 1 Expires July 31, 2002 .' 8 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. ` SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number Thomas Ralogeras BUILDING STREET ADDRESS(including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number 100 Sound Beach CITY STATE ZIP CODE Mattituck, NY 11952 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use Comments section if necessary.) Residential LATITUDEJLONGITUOE(OPTIONAL} HORIZONTAL DATUM: SOURCE: LJ GPS(Type): or b LJ NAD 1927 LJ NAD I Li USGS Quad Map L_i Other. SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Bi.NFIP COMMUNITY NAME IL COMMUNITY NUMBER S2.COUNTY NAME B3.STATE Southold 360813 Suffolk , B4.MAP AND PANEL B5.SUFFIX 1 86.FIRM INDEX 87.FIRM PANEL B8.FLOOD I B9.BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONES) (Zone AO,use depth of flooding) 36103C0139 G B10.Indicate the source of the Base Fk)od Elevation(BFE)data or base flood depth entered in B9. L FIS Profile U FIRM LJ Community Determined LJ Other(Describe): 811.Indicate the elevation datum used for the BFE in B9:JxJ NGVD 1929 LJ NAVD 1988 LJ Other(Describe): B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? J._J Yes I_j No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LJConstruction Drawings' J,,,,JBuilding Under Construction* LJFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number 6 (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations—Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,ARIA,ARIAE,ARM-A30,AR/AH,AR/AO Complete Items C3a4 below according to the building diagram specified in Item C2.State the datum used.If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the F j Yes J No O a)Top of bottom floor(including basement or enclosure) _ft,(m) 0 O b)Top of next higher floor _ft.(m) �QZF-a M�r2 Yp�, O C)Bottom of lowest horizontal structural member(V zones only) _ 1 3 . 1 ft.(m) ,oa ❑ d)Attached garage(top of slab) 1 1 .4 ft.(m) O e)Lowest elevation of machinery and/or equipment _ servicing the building O 0 Lowest adjacent grade(LAG) 1 1 .iL.ft.(m) z' �k O A g)Highest adjacent grade(HAG) 1 1 ft.(m) y <<r' ❑ h)No.of permanent openings(flood vents)within 1 ft.above adjacent grade 8 �� LAND O i)Total area of all permanent openings(flood vents)in C3h sq.in.(sq,cm) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,B,and C on this ceifirrcate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001 CERTIFIERS NAME LICENSE NUMBER John T. Metzger 49618 TITLE President COMPANY NAME Peconic Surveyors, P.C. ADDRESS P•0. Box 909 CITY Southold STATE Y ZIP CODE SIGNATURE �� TELEPHONE -Dec _ FEMA Form 81- 1,AUG 99 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS - pF SO�I�o! � o Town Hall Annex 41 g on 802 54375 Main Road cn �r F P.O.Box 1179 G • O r0 er.ric777 Southold,NY 11971-0959 C0UN1�BUILDING DEPARTMENT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: KE I`ry Date: Company Name: Q- �T, v C-A,,3;'r FLE102ti IAX License No.: 3 y o 9 i _ M Address: 13-4-0 VL- O T-(40 r-,P Phone No.: . 7&--V JOBSITE INFORMATION: (*Indicates'required information) *Name: ` a N► MCA Co L'✓ S *Address: Q 8 U 50 u N b ;I C 4 c-t L?R(VC- 4n,f47Tirvr (C *Cross Street: *Phone No.: �� Y Permit No.: n23 $ Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YE / NO Rough In Final *Do you need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form pF SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yOWN% BUILDING DEPARTMENT TOWN OF SOUTHOLD June 28, 2012 �I Thomas & Irene Kalogeras 53-33 Brownvale Lane , Little Neck, NY 11362 Re: 700 Sound Beach Dr, Mattituck TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) tfeetof rical Underwriters Certificate. (contact your electrician) A $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 37238 — "As Built" Deck and Dormer Addition 7OWN OF 'SOWHOLDW RECORD CAR OWNER STREET "7 _- VILLAGE DISTRICT SUB. LOT homes 4 , 11re4d, IQ FORMER OVA4ER N E ACREAGE /a ® 3 S W TYPE OF BUILDING RES. SEAS. VL. FARM COMJVI. IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS �- ��: CC�wy� � 064e- Ja 77 fo er-a S - ,3 5&0-0 !3 / 60 /ems �� l/ 1 dINoo� . JT ao® o 3y d %a 7Ll A ,; 2e� -S4, BUI DING CO I ON �ZmNEW 51�RMAL BELOW Z A OVE 3Zoo Slob 93ao Tillab.le Tillable 2 �- r o �!>0 4r✓ SoV1t1� � Q�� A � 0 0, Tillable, 3 AV. .DeP7 Woodland Swampland � _ � Brush.land . n House Plot `~ Total \�� u L -------------------- � a 1 t � d9 �g = Foundation C�a' Bath xte A1O ,2 .�, t Basement Floors Ex a ion ;i.® Ext. Walls Interior Finish cj�. led e jr Extension Fire Place Heat G/ _ 3 O.X n., Porch Attic c7r G. 4- �/ = 33 6 a, Porch Rooms Ist Floor Breezeway Patio Rooms 2nd Floor 9 � � r Gara a Driveway 0. B. H b r ��KS.a�..��f��/.rll��7� j i�i �.:�lili� � iY' � � l,)„ y � ,r. tV' ��,1�■■®■■■■■■�■m�,l��■■■■■■■ E�■�'Jl��■�■�■■■,1�■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ .• ® Foundation Ext. Walls Interior FinishFire Place Rooms 1st Floor Rooms 2nd Floor V V 50 • �o 6, SURVEY OF PROPER T Y G, `o0 5 AT MA T TI TUCK INLET o �� TOWN OF SOUTHOLD o�on9 �' SUFFOLK COUNTY , N. Y \ g,00" 1000 - 99 - 01 - 10 �5 5 SCALE: 1" = 30' AUG. 28, 2000 DEC. 8, 2000 (garage final J 0 0 m i 6 110 Z CRo 6 i o � � E 0 J Flo o ti�� y1 L0 1 a ?1 5 %0 P 10 50 Z0�E sj EV105100 \ L 10 ST� \ CO Pp�G 11Ln a00f OJ Pp�O 2�o�� j` A6� VOL \ g Pp �° FR•Ng6 0�' I�� 5f'[• 70p �11. Y � FL" � i .�F• o i,\ 02 i \ � �A0 33 CONTOUR LINES ANDin ELEVA TIONS ARE REFERENCED TO N.G.V.D. .00 `Oo 03� �� \ 52'�o0 03, c 07 NO TES 3 s LOT NUMBERS REFER TO BLOCK 2 MAP OF CAPTAIN KIDD ESTATES* FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON JAN. 19,1949 AS FILE NO. 1672 PG CERTIFIED TO, P o� 0� THOMAS KALOGERAS MASPETH FEDERAL SAVINGS 5. ®J STEWART TITLE INSURANCE CO. FIRST ATLANTIC TITLE INSURANCE CORP. COASTAL EROSION HAZARD LINE FROM COASTAL EROSION MAP PHOTO 59 - 533 - 83 FLOOD ZONE FROM FIRM 36103CO139 G ��pF N yo AREA = 28,242 sq. ft. C. Q Z. MEr2Ge �P,Y ANY AL TERA TION OR ADDITION TO SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. * i t; •;..31j�1' EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF � Y.S. LIC. NO. 49618 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA TUBE APPEARS HEREON. RS, P.C. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM ALTERED BY' FAX (631) 765 - 1797 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY P. O. ' OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS 'INSPECTED' AND 1230 TRAVELER STREET BROUGHT - TO - DATE' ARE NOT IN COMPLIANCE WITH THE LAW. SOUTHOLD, N.Y. 11971 87 - I24 5� SUR Vt Y OF PROPER T Y G, 1005 AT MA TTITUCK INLET o �,�:��"• TOWN OF SOUTHOLD �' �"'s o#°°9 SUFFOL K . COUNTY, N. Y. . a,pp+ N 1000 - 99 01 - 10 A 5 SCALE 1 _ 30 �. o ; AUG 28, 2000 o DEC. 8, 2000 (garage. final ) o SQ,,00f. /4 2ao4 (p�� po�IJ /6 FEB. 13, 2b12 PLOT COVERAGE i Z mg e1 w 6 O O i i O� � k 6 10 0- sly- LOTCOVERAGE 10 O AREA TO COASTAL EROSION HAZARD LINE 10,162 sq. lt. HOUSE GARAR GE 8 DECK 1530 sq.1t. IM610162 15% 110 e►E" �E ,,�'E Zp RO Z SOT s►°N efto 10 OpSt p W. CONG eta"TI 6 1 i [Y* f•F �Q 9•A,\ cA oy_ 3 '< .d �r N P00 �\� AAp 3 -colic, \bl � os CONTOUR 'LINES AND ��.� �\ a v -f�er Fe ��o P ELEVATIONS ARE REFERENCED TO N.G.V.D. N 10, n + pp� W• 0 0;� -� 6, " .52.p32.03 &ot NOTE] •o LOT NUMBERS REFER TO BLOCK 2 "'MAP OF CAPTAIN KIDD ESTATES" FILED /N THE SUFFOLK COUNTY CLERK'S '' a OFFICE ON JAN. /9,/949 AS FILE NO. 1672 ,00 Q• CERTIFIED TOt 6' THOMAS KALOGERAS MASPETH FEDERAL, SAVINGS OV STEWART TITLE'INSURANCE CO. o�,� G FIRST ATLANTIC TITLE INSURANCE CORP. ESQ J COASTAL EROSION HAZARD LINE FROM COASTAL EROSION MAP PHOTO 59 - 533 - 83 FLOOD ZONE FROM FIRM 36103CO139 G 3bl a AREA =28,242 s . ft. E;.>t'; ANY ALTERATION OR ADDITION TO SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CER TFICA TIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF / N.Y.S. LIC. N0. 496/8 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ECONIC :pL.,rr VE YORS, P.C. r. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY' (631) 765 - 5020 FAX (631) 765 - 1797 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY P. 0. BOX 909 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS INSPECTED'AND 1230 TRAVELER STREET 'BROUGHT - TO.- DATE'ARE NOT/N COMPLIANCE WITH THE LAW. SOUTHOLD, N.Y. 11971 0 7 - 10A �o o� . 5 SUR VE Y OF PROPER T Y G, \00 5 AT MA T TI.TUCK INLET Oo vo.*0. TOWN OF SOUTHOLD �" SUFFOL K . COUNT Y, N. Y. • g,0o' E1\8 " 61011,°g N 1000 - 99 01 - 10 �y 5 SCALE 1 = 30 a. o AUG 28, 2000 o DEC. 8, 2000 (garage. final I 0 51 f• /42ao4 (p�� pow/ m /6 FE9 13, Zo (LOT COVERAGE i i i i o 6 O O O 1d 010tbl y2 e+ do 01 5 �Q 5 LOT COVERAGE y AREA TO COASTAL EROSION HAZARD '� i LWE m 10,162 sq. ft. L0 _ HOUSE GARA'RAGE 8 DECK Q 1530 sq.11. 1530/10/62 15 \0 - 0 5� �' Zo�'E col to s Og10NTA CO ;, S�PL ER o _ yr ox %%I SOP 11'� _3660 .01 � �c v �r� \\ AAO g3 \� CONTOUR 'LINES AND ° I k' i \ S' 40/'1 ELEVATIONS ARE REFERENCED TO N.G.V.D. ° e \ W• �� 0 Poi �� \6 S 52.00 031 f&at NO TEf 'o \ G o- LOT NUMBERS REFER TO BLOCK 2 ' 0 " MAP OF CAPTAIN KIDD ES TA TES" FILED IN THE SUFFOLK COUNTY CLERK'S a OFFICE ON JAN. 19,1949 AS FILE NO. 1672 a �. G` " ,0o P CERTIFIED TO+ 1 36 �O THOMAS KALOGERAS �,� . 5• _ ` RECEIVED FEDERAL SA VINGS ' '" O STEWART TITLE INSURANCE CO. FIRST ATLANTIC TITLE INSURANCE CORP. use ✓ FEB 2 2 2012 BOARD OF APPEALS ZBA f=INAL h1AP SEE DECISION # COASTAL EROSION HAZARD LINE FROM COASTAL EROSION MAP PHOTO 59 - 533 - 83 OF FEE FLOOD ZONE FROM FIRM -�r, 36103CO139 G AREA =28,242 sq. ft. ANY AL T£RA TION OR ADDITION TO SURVEY IS A VIOLA TION OF SECTION 7209 OF THE.NEW YORK STATE EDUCATION LAW. P',1s. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF N.Y.S LIC. NO. 49618 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 4rr. nmjz� U YORS, P.C. ti ADDITIONALLY TO,COMPLY WITH SAID LAW THE TERM 'ALTERED BY" (631) 65 5020 FAX (631) 765 - 1797 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY P. 0. BOX 909 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS 'INSPECTED'AND 1230 TRAVELER STREET 'BROUGHT - TO - DATE•'ARE NOT IN COMPLIANCE WITH THE LAW. SOUTHOLD, N.Y.. 11971 0 7 _ 17A N Ix 9- NEW DORMER-EACH SIDE ,-i NEW DORMER-EACH SIDE i 0 ASPHALT ROOF SHINGLES p LOW SLOPE APPLICATION OVER 830 FELT tP cc •R NEW DORMER-EACH SIDE EXISTING ROOF EXISTING ROOF EXISTING ROOF OU I w } 44 m a w EXISTING FLOOR LEVEL WDH 10310 WDH 103110 � WDH 10 WDH 10310 WDH 10310 2 XQ — — _ _- _ EXISIING.DECK ---- _ - XISTIdG GK _ Z --- O U t0 r EXISTING GARAGE EXISTING BREAK AWAY WALLS U _Z EXISTING 2-3 x 12 GIRDER m -- -- `t Z rd - ELEV. 14.0 - -- -- N ,� I� � ' W CL cd x LI-L. I I_ - EXISTING MAIN HOUSE CV T GRADE Iq W fa " I EXISTING 10 0 TIMBER PILE co Q N 0 1 ^) 1 EXISTING TIMBER PILE FOUNDATION W N 0 U LIC U � LEFT ELEVATION RIGHT ELEVATION r. FRONT ELEVATION 0 SCALE:1/4"=1' 0"- SCALE:1/4"= 1'-0" SCALE: /4' = 1-0 11 U 1 c: Y r ri S-1 U) 'Cy) > >- •� DORMER < � cz z „ 1 c a � LlJ 9,_� �1_2. 0 (1) N U n o 0 - - - - -, LLJ can b a- I> WHD210310 WHD210310 I CO � QO N 0p cu E I x O °° co co ( , r ZD x x T v '-' N SMOKE+HEAT I z N DETECTOR I ir EXISTING EGRESS _ _ 3'x T DOOR TO DECK _ _ ao 2-1 3/4 x 9 12 LVL RIDG o I I N (MINIMUM) x { i r � I N i 0 I I N N UNCONDITIONED I I &UNINHABITABLE SPACE I I I x = N co cocm co I �3� I I w 2-2 x 6 HDR TYP� a cr I Z rc O I I o --------------- WHD210310 WHD210310 EXISTING DECK&STAIR TO GRADE TRIPLE 2 x 6 RR NEW 2 x 4 — ADJOINING BUILDING NOT SHOWN BELOW DORMER END WALL-TYP. STUD WALLS I SECOND LEVEL FLOOR PLAN' SCALE:1/4"= V-0" w SECOND FLOOR PLAN/ROOF FRAMING U z SCALE:1/4"= V-0" z < w 2-9 1/2" LVL RIDGE(MINIMUM) NEW 2 x 6 ROOF RAFTERS C"r 0 w/12"PLYWOOD SHEATHING w z z HURRICANE CLIPS-TYP. � U Y / \\ / \ ell 1 W \- ,\ m � bo < T NEW 2 x 4 STUD WALLS / 3p, \\ \ w/12"PLYWOOD SHEATHING Z cQ 'u. 3/4" PLYWOOD \ G X / / SHEATHINGS BFL OR "\ SEE STRAPPING DETAILS ON S-2 OU. / EXTG2x10FJ w Z_ 0 0 EXISTING WALLS&FDN BELOW 0 5/8" FIRE RATED SHEATHING WALLS&CEILING o I O ao EXISTING GARAGE EXISTING TIMBER PILE FDN BELOW DRAWN BY: KM ! III *CONTRACTOR TO VERIFY DATE: 01.16.12 II SCALE: AS NOTED SECTION 1 NOT TO SCALE SHEET OF 2 SHEETS CT 3 I 'd Y Im 1-1 FRAMING NOTES • IMPSON LSTA24-20 GAGE RIDGE STRAP CALL ROOF RAFTER&9-10d NAILS EACH SIDE 1. ALL FRAMING LUMBER SHALL BE GRADE-STAMPEO 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S 0 2 i 5 OR LARGER TIE Q EACH WHERE RAFTERS DO NOT LINE UP WITH STUDS: DOUGLAS FIR-LARCH STRUCTURA L GRA DE NO.2 OR BUILDING CODE AS A MINIMUM.ALL2X 6STUDS 0 • RAFTER IN UEU OF STRAP SIMPSON H2.5 HURRICANE CLIPS @ IV O.C. BETTER BHA LL RECEIVE 6-100 NAILS AT SILL A NO PLATE L N ON EXTERIOR FACE OF PLATE W/5-5d NAILS EACH END ALL EXTERIOR NAILS SHALL BE GALVA NIZED. r ICE SHIELD UNIDERLAYMENT A SIMPSON MSTA2415 GAUGE METAL STRAPS @ 32-O.C. 1. ALL SHEATHING TO BE A PA RATED,EXPOSURE 1,SAL' U O REQUIRED W/15-10d NAILS MIN.THICKNESS OR AS NOTED. 10, PLYWOOD SHEATHING TO BE NAILED W ITH 60 41 4' �+ 2. ALL SUBFLOORING TO BE A PA RATED STURO•IFLOOR, INTERMEDIATE EDGES AND 6D 4112.O.C. EXPOSURE 1,3/4'MINIMUM THICKNESS.ALL EDGES OF �-- �� PLYWOOD TO BE SETON SOLID BLOCKING.GLUE AND 11. ALL INTERIOR AND EXTERIOR FINISHES,FLASHING Z NA IL PLYW 00 D SUBF LOO R TO FLDO R J 0 tSTS. A N D W ATERPROOFING BHA LL BE BY A RCHITECT. O , g('APA RATED 3. ALL HEADERS for A NO OV ER BHA LL BE SUPPORTED 12. A LL ROOF RA FTERS BHA LL BE ATTA CH ED TO THE PLATE U}.I PLYWOOD SHEATHING WITH DOUBLE UPRIGHTS;7.O'A ND OVER W fTli AND STUD W ITH GALVA NIZED HURRICA NE TYPE w �I TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A CONNECTORS BY'SIMPSOW OR APPROVED EQUAL m i 44 PROMDESdCOMMONNAILS MINIMUM OF2.2 X 8 DRAB SHOWN ON DRAWING. FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE 4.O.C..AT EXTERIOR EDGE O CUPS AT ALL PERIMETER JOIST-70GIRDER CONNECTIONS O OF ALL SHEATHING 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Q Z �y �RATED PLYWOOD AND FLOOR BEA ME AS PER N.Y.&CODE OR AS NOTED 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA- W O \ PLATE TOP OF WHERE RAFTERS AND STUDS ALIGN: 0V4rO.C.MINIMUM.PROM III 2'SPACE FOR A IR PACIFIC GPI SERIES WOOOTBEJA MS ANO LVL C SIMPSON H2A HUURRICANE TIES C IV O.C. CIRCULATION IN ROOFS. PRODUCTS OR EQUAL ALLJOISTS,GIRDERS,AND L r I W/5-5d NAILS 0R/AFfER,2-6d NAILS 0PLATE. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED (d AND 5-,Sd NAILS @STUD S. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS, ASPER MANUFACTURER'S RECOMMENDATIONS.WEB STAIRS,ETC.)OR AS NOTED ON DRAWINGS. STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND V.. w �1 BEARING POINTS AT MINIMUM. A SINGLE 1 3W Z 0 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR .}) PARTITIONS OR AS NOTED ON DRAWING& PERIMETERS.HANDLING,STOAA GE,AND ERECTION OF ri 'PLYWOOD SUBFLOOR SIMPSON LSTlA38-16 GAUGE RECOMMENDATIONS COMPONENTS SHALL BE AS PER:MANUFACTURERS S. ALLFLUWITH RATE WOOD D GALVANIZED COCONNECTORS BE FASTENED METAL STRAW @JACK POST WITH RATED GA LVANQED CONNECTOR6 BY'SIMPSON' GLUED+NAILED(TYPICAL) 12-tOD NAILL3 EACH END OR APPROVED EQUAL ALL LUMBER IN GROUND CONTACT OR 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 12'DIA. Z'PROVIDE SOLID BLOCKING AT SIMPSON LSTfA24-15 GAUGE EXPOSED ABOVE GROUND TO BE MICRONIZED COPPER& GALVANIZED MACHINE BOLTS 0'12'O.C.OR 63MPSON'STRONG ALL SUBFLODR EDGES- METAL STRAPS @ 32.0 C.W/ ul 1ST TWO BAYS OF FRAMING 9-Lod NAILS EACH END TEBUOONAZOLE TREATED(MCA).(A BOVE GROUND-O.D7 PCFI DRIVE SCREWS'Q 12.O.C.,STAGGERED BOTH SIDES OF GROUND CONTACT-0.16 TO 0.24 PCF).TREATED LUMBER STACK LENGTH OF SCREW TO S E MAX.1'LESS THAN STACK W IDTH. WILL REQUIRE STAINLESS STEEL FASTENERS,ANCHORS ' AND CONNECTORS. N DOUBLE TOP PLYWOOD 3HEAATHING PLATE TO OVER LAP SLOX GENERAL NOTES BEAM-TOP a BOTTOM - O 1. ALL WORK MATERIAL,A NO EQUIPMENT BRA LL BE IN 13. THE SEWAGE DISPOSA L SYSTEMA NO FRESH WATER ACCORDSUPPLY BUIIDINGACODE,THE TH E NEW YORK NEW YORK STATEENERGY ATE ORM WITHTHEH SUFFOLK COUNTY DEPARTMIN A ENTO HEALTHRDA E w CONSERVATION CODE AND LOCAL A UTHORITIES. SERVICES. SIMPSON MST&-24 114-X 16 GA(GALV STRAP 2 ALL CONCRETE SHALL BE STONE AGGREGATE W ITH A 14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDA NCE cm W/9-10d COMIMON NAILS IN TOP OF FOUNDAT (d EACH END�@]2.O.C. MINIMUM 26 DAY STRENGTH Of 3000 PSI. WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. r 51 STUDS .O.C. 3. ALL LUMBER SHALL BEGRADE-STAMPEDDOUGLAS 15. ENGINEER TO BE NOTIFIED INWRRINGOF ALL CHANGES �F W Q� STUDS PLYWOOD SHEATTHING FIR-LARCH STRUCTURA L GRA DE l2 OR BETTER. PRIOR TO AND DURING CONSTRUCTION. O ' TO OVER LAP BOX GIRDERS PER FOUNDATION DESIGN BEAM-TOP+BO)TTOM 4. PROV IDE DOUBLE HEA DERS A NO TRIMMERS AT A U. 16. ELECTRICA L A NO MECHA NICA L 00 MPONENTS TO BE O Q SIMPSON HZ5At HURRICANE TIE 9 W EACH JOIST/GIIRf)ER CROSSING i UTAIR AND FLOOR OPENINGS,POSTS AND AS NOTED ON DRAWINGS. DESIGNED AND SPECIFIED BY OTHERS. 17. ALL STRUCfURALBTEELTOBEAbTM36 WITH ONE COAT 4y BEE PILES BRACE[DETAILS 5. BRIDGING TO BE PROVIDED FOR ALLJOISTB AND FLOOR EPDXY PAINT.A LL FASTENERS TO BE ASTM1-325 BOLTS, FOR DESIGN BRASPECE :RIDGING MS.SPA CING NOT TO EXCEED 6. WO DRAB SHOWN ON DRAWINGS. B. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR BHA LL OBTAIN ALL PERMITS AND INSURANCE EXISTING BREAKAWAY VERIFIED BY CONTRACTORS)PRIOR TO START OF NECESSARY TO PROTECT THE ENGINEER AND OWNER. ui WALL NOT SHOWN CONSTRUCTION AND ORDERING OF MATERU LB.THIS �-( FOUNDATION HA S BEEN DESIGNED FOR A SOIL SEA RING 19. DO NOT BA CKFILL AGA INST THE FOUNDATION WA LLS UNTIL V CONTRACTORAPA CITY TIN (2)TSF A O GRAAT ESTHESE SS THACONDI N 5% FLOOR SYSTEM INSTALLATION IS OOMPLETE. NS \ ARE MET.A LL FILL BENEATH CONCRETE SLA SO TO B E 20. PROV IDE CA RBON MONOXIDE A LA,RMS ON EACH LEV EL A NO IN COMPACTED TO95%RELATIVEDENSITY. ( M. O THE BASEMEN I A LICAB POSITION A RMS NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 7, ALL HEADERS6'TO9'LONG TOBE SUPPORTED BY ' DOUBLE UPRIGHTS;9'A NO LONGER BY TRIPLE UPRIGHTS. 21. SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM ANO V O j j ALL HEA DERS TO BE MINIMUM 2-2 X 8OR AS SHOWN ON ON EACH LEV EL OF DWELLING,AS REQUIRED BY THE NEW DRAWINGS. YORK STATE BUILDING CODE. O �� to & PROVIDE FIRESTOPPING AT A LL LEVEL PENETRATIONS. 22. ANY ALTERATION,REPAIR,ADDITIION TO OR CONVERSION OF AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW U1 9. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS, REQUIRES THATALL SLEEPING ROOMS IN THE HOUSE BE �n SKYLIGHTS,EXTERIOR DOORS,WINDOWS,DECK13AND ETC. UPGRADEDWITH HARD-WIREDAND INTERCONNECTED SMOKE v) c _ 23. THENEW YORK STATE CODES ALSO APPLY TO ACCESSORY � w SECTION ELEVATION f0. DO NOT sc/LLE DRAWINGS. 11 ENGINEER DESIGN CONSU ARE LTANTS OR RECORD LE FOR ARCHITECT- STRUCTURE STRUCTURE DESIGN. , DOWN + SHEAR CONNECTION CRITICAL PATH z a HOLDO SUPERVISION OR ADMINISTRATION 24. GARAGE DOORS SHALL BERATEDIFOR120MPHWINDLOAD. """• CONSTRUCTION PROJECT. W N ZONING AND BUILDING CODE COMPLIANCE SHALL BETHE 0 co RESPONSIBILITY OF THE CONTRACTOR < • 12 THIS DRAWING IS R INSTRUMENT PREPARED TO co FACILITATE CONSTRUCTION A ND 6HA LL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 17-4 OWNER. �/ O W o cL DESIGN CRITERIA O 000 cu GROUND SNOW LOAD -20 PSF. WEATHERING-SEVERE U FIRST LEVEL .40 PSF.LL FROST LINE DEPTH-3B \\\ LIVINGAREA -40 PSF.LL TERMITE-MODERATE TO HEAVY BEDROOMS .30 PSF.LL DECAY-SLIGHT EXPOSURE -C ICE SHIELD UNDERLAYME-NT REQUIRED-YES WIND SPEED -120 MPH(3 SECOND GUST) SEISMIC DESIGN CATEGORY-B DESIGN IN ACCORDANCE WITH AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION MANUAL FOR 1 a 2 FAMILY DWELLINGS-ENGINEERED DESIGN METHOD, M ACI CODE REQUIREMENT AND NEW YORK STATE BUILDING CODE U/ WINDOWS-GLAZED OPENINGS ra34, FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED V IA: �^ GLAZING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E- �• P 186"7 A ND A STM 99699 1� �C7G ,fir MUCTURA L SHUTTERS W ITH ATTACHMENT HA ROW A RE PROV IDED. �� NEW STRUCTURES LOCATED W ITHIN ONE(1)MILE OF MEAN HIGH WATER MUST HA E GLAZIN a+. e•- o p CONFORMING TO W IN ZONE II. © A PROTECTIVE PANELS AVAILABLE FROM: �.. CLEAR SHIELD HURRICANE&SECURITY PANELS(631.287.5060) -OR- QUICK-GUARD STORM PANELS(631287.5330) ALL PROTECTION PANELS TO BE IN COMPLIANCE WITH LARGE MISSILE TEST OF ASTM E 1996 �.4 0 ANDASTM 1696,AS NOTED IN NY STATE RESIDEMUL CODE RESIDENTIAL NAILING SCHEDULE JOINTDESCRIPTION NAIL SIZES AWL SPACING ROOF FRAMING �W RAFTER TO TOP PLATE(TOE-NAILED) 3-80 PER RAFTER U CEILING JOIST TO TOP PLATE(TOP-PLATE) 3-60 PER JOIST CEILING JOISTS TO PARALLEL RAFTER(FACE-NAILED) 3-16D EACH LAP CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 4-160 EACH LAP COLLARTIETO RAFTER(FACE-NAILED) 2-80 PERTIE BLOCKING TO RAFTER(END-NAILED) 2-80 EACH END RIM BOARD TO RAFTER(END-NAILED) 2-160 EACH END WALL FRAMING ui TOP PLATE TO TOP PLATE(FACE NAILED 2-16W PER FOOT > ui TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-16D JOINTS-EACH SIDE /I� MMM��MM STUD TO STUD(FACE-NAILED) 2-16D 24'O.G ( HEADIER TO H EADER(FACE-NAILED) 16D IV O.C.ALONG EDGES C\ ) TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16D PER 2X 4STUD 2-ISO PER 2X 68TUD 2-18D PER2X 6STUD � / J/� V/1\ BOTTOM PLATE TO FLOOR JOIST,BANGJOIST, END JONIT OR BLOCKING(FACE-NAILED) 2-16D' PER FOOT L. r3 a FLOOR FRAMING JOIST TO SILL,TOP PLATE T GIRDER(TOE-NAILED) 2-8d EACHPERJOISTEND / Q (>� BRIDGING TO JOIST(TOE-NAILED) 2-Bd EACH END C`' BLOCKING TO JOIST(TOE-NAILED) 2-8d EACHEND BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK 100< 0 5 45• LEDGER STRIP TO BEAM(FACE-NAILED) 3-1Sd EACH JOIST JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST < > RAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST � D BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16W PER FOOT PROVIDE 8d COMMON NAILS�4"O.C. O GAB<a OOFS N 4 O.C.ATPERIMETER of R AT HIGH PRESSURE ZON E 6"O C AT SM A N _ ALL OTHER PORTIONS OF ROOF.(TYP.) STRUCTURE AND PANE- : : NOTE. a=4 FT.IN ALL CASES STRUCTURAL PANELS EdOF EDGES.12 D.C.O C.AT INTERIOR PANELS OUTSIDE OF • P RMETEAZO E CEILING SHEATHING GYPSUM WALLBOARD r� TAT EDGE - GYPSUM IN FIELD WALL SHEATHING STRUCTURAL PANELS BD 6'D.C.AT PERIMETER . .. ... .... : : -..:_:. E .. .[ : :. . . ..: ... .,..: - : .. OF STRICTURE PANEL UCTURE AND EDGES. 17 O C AT INTERIOR OF PANELS RBERBOARDPANELS 7nB so D3.O.C.EDGE UTSIDE OF E--ED.C. ELDIMETER E DRAWN BY: KM _........:................ .,... .. ..,...-.;.,..:...............- ...-.._..,.. 25W BD 30.C.EDGE-9D.C.FIEL.D PARTICLEBOARD PANELS 6D T PERIMETER�STRUCTURE DATE: 01.16.12 . . .,,.. ...... .. ..�. . . : ....:. . .. OF STR PANEL.. UCTU RE AND EDGES. 12'D.C.AT INTERIOR OF PANELS OUTSIDE OF PERIMETER ZONE SCALE: AS NOTED j FLOOR SHEATHING 1 STRUCTURAL PANELS 1'ORIESS Ed S'O.C.EDGE-17D.C.FIELD SHEET GREATER THAN 1' 10d S'O.C.EDGE-E O.C.FIELD COMPONENTAND CLADDING PRESSURE ZONES 'NAILING REQUIREMENTS ARE BASED ON ALL WALL SHEATHING NAILED B O.C.AT THE PANEL EDGE IF WALL SHEATHING IS NAILED 3 O.C.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS SHALL BE DOUBLED-OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. I 'WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. 1 OF 2 SHEETS i 01 'd } 9'-711 NEW DORMER-EACH SIDE NEW DORMER-EACH SIDE 0 _ ASPHALT ROOF SHINGLES O LOW SLOPE APPLICATION OVER#30 FELT b� 1 I NEW DORMER-EACH SIDE - EXISTING ROOF EXISTING ROOF N W 44 0 0 O % 1�1 EXISTING FLOOR LEVEL WDH 10 WDH 10210 WDH 10210 L[W7DZH' 0210 WDH 10210 W to� C Q - _ EXISIING-DECK _-- EX1ST111LG GK _ C N r EXISTING GARAGE I IL _ EXISTING BREAK AWAY WALLS _ 1 _l_ rh r{ir, TOP OF GIRDER -- -- T - EXISTING 2-3 x 12 GIRDER (d _ j ELEV. 14.0 - - 1 - ---_ --0 - - - - � T_ _ w '� EXISTING MAIN HOUSE i cI GRADE 0 a)� � I I. EXISTING 10"0 TIMBER PILE � ,~ { B PILE FOUNDATION EXISTING TIMBER a) EXISTING I I FRONT ELEVATION LEFT ELEVAlrION RIGHT ELEVATION 0 SCALE: 1/4"=1'-0" SCALE:1/4"= 1'-0" SCALE:1/4"= 1'-0" cn 0 1- 0 Q) C a� � r -A S-1 'o) � y- w DORMER 2° 9'-711 — 7,_ �� Lu v) 0 cz to 9 -- -- — —' SISTER EXISTING 2 x 8 FJ co 0 WHD210210 WHD210210 w/2 x 8's G 16"O/C N cc 0 cz co co 0 SMOKE+ HEAT I Z N N DETECTOR EXISTING EGRESS 3'x T DOOR TO DECK I _ LVL RIDG 1 co 2-1 3/4"x 9 1r2" r (MINIMUM) (� I N x N I N ❑� UNCONDITIONED N &UNINHABITABLE SPACE I co x co I i N aD O N K (O M N 2-2 x 6 HDR TYP. w � WHD210210 WHD210210 EXISTING DECK&STAIR TO GRADE TRIPLE 2 x 8 RR NEW 2 x 4 ADJOINING BUILDING NOT SHOWN BELOW DORMER END WALL-TYP. STUD WALLS SECOND LEVEL FLOOR PLAN SCALE:1/4"=1'-0" SECOND FLOOR PLAN/ ROOF FRAMING SCALE:1/4"= 1'-0" ,,ram e':..... `'�''�w RETAIN STORM WATER RUNOFF 1A PURSUANT T2 CHAPTER 236 w 06. OF THE TOWN CODE, > 2-9 1/2" LVLFRIDGE(MINIMUM) NEW 2 x 8 ROOF RAFTERS APP VED AS NOTED p w/12"PLYWOOD SHEATHING b HURRICANE CLIPS-TYP. DATE- /2B.p # 3 , FEE: BY G�-��— U. < NOTIFY BUILDING DEPARTMENT AT w iPP� i 65-1802 8 AM TO 4 PM FOR THE r i G� r'nv �,�, FOLLOWING INSPECTIONS:zo ,,,.fir'' co —" NEW 2 x 4 STUD WALLS 1. FOUNDATION-TWO REQUIRED "�•�, FOR POURED CONCRETE N./ ~ \ �w/12" PLYWOOD SHEATHING 2. ROUGH -FRAMING.PLUMBING, { � � � � � 3/4"PLYWOOD \ STRAPPING,ELECTRICAL&CAULKING X SHEATHING SL BFL OR SEE STRAPPING DETAILS ON S-2 3. INSULATIONS 4. FINAL-CONSTRUCTION&ELECTRICAL 0 / EXTG 2 x 8 FJ �' MUST BE COMPLETE FOR C.O. CD L ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW r SISTER EXTG JOLTS YORK STATE. NOT RESPONSIBLE FOR w w/2 x 8's @ 16"OKC EXISTING WALLS&FDN BELOW DESIGN OR CONSTRUCTION ERRORS. 5/8" FIRE RATED SHEATHING WALLS&CEILING O 0"CONTRACTOR TO VERIFY bD EXISTING GARAGE EXISTING TIMBER PILE FDN BELOW I� GRADF '-.�'n`E/# DRAWN BY: KM �C �-`-f 4 s I C 6 ! I9 C DATE: 01.16.12 ,. �l.r. ,r3I�I�..�� SCALE: AS NOTED SECTION 1 SCALE: 1/4"= 1'-0" SHEET i i i G_t'a OF 2 SHEETS Y 0) 't m FRAMING NOTES -SIMPSON LSTA24-20 GAGE RIDGE STRAP � ALL ROOF RAFTERS.9-10d NAILS EACH SIDE 1. ALL FRAMING LUMBER BHA LL BE GRADE-STAMPED 9. NAILING SCHEDULE SHALL BE ASPER THE N.Y.S @ Q 7 x B OR LARGER TIE @EACH WHERE RAFTERS DO NOT LINEUP WITH STUDS' DOUGLAS FIR-LARCH STRUCTURAL GRA DE NO.2 OR BUILDING CODE AS A MINIMUM.ALL 2 X 6 STUDS RAFTER IN LIEU OF STRAP SIMPSON H2.5 HURRICANE CLIPS @ 16'O.C. BETTER. SHALL RECEIVE 5-1 OD NAILS AT 61LLANO PLATE. ON EXTERIOR FACE OF PLATE W/5-Od NAILS EACH END ALL EXTERIOR NAILS SHALL BE GALVANIZED. N ICE SHIIELD UNDERLAYMENT 1. ALL SHEATHING TO BE APA RATED,EXPOSURE 1,5A' 8 SIMPSON M3TA2t 18 GAUGE METAL STRAPS @ 32'O.C. MIN.THICKNESS OR AS NOTED. 10. PLVW OOD SHEATHING TO BE NAILED W RH 8D @ 4' Q REQUIRED W/18-1 Od NAILS O.C.EXTERIOR EDGES A NO BD N I T D.C. 2 A LL SUBFLOORING TO BE APA RATED STURD-IFLDOR, INTERMEDIATE EXPOSURE 1,3M MINIMUM THICKNESS.ALL EDGER O 'r I PLYWOOD TO BE SET ON SOLID BLOCKING.GLUE AND 11. A LL INTERIOR AND EXTERIOR FINISHES,FLASHING NA IL PLY W ODD SUBFLOOR TO FLOG R JOISTS, A NO W ATERPROOFING SHA LL BE BY A RCHITECT. 'APA RATED 3. ALL REA DERS V-O'A ND OV ER SHA LL B E SUPPORTED 12. A LL ROOF RA FTERS SHA LL BE ATTA CH ED TO THE PLA TE ��4 PLYWOOD SHEATHING WITH DOUBLE UPRIGHTS;9'-0'AND OVER WITH AND STUD W ITH GALVANIZED HURRICANE TYPE W ( TRIPLE UPRIGHTS.ALL HEADERS SHALL BE CONNECTORS BY'SIMPtaON'OR APPROVED EQUAL PfROVIDE 8d COMMON NAILS 1{-( MINIMUM OF 2-2 X 8 OR AS SHOWN ON DRAWING. FOR TIMBER PILE FOUNDATIONS,PROV IDE HURRICANE () 4.O.SM F7(TERIOR EDGE CUPS AT ALL PERIMETER JOIST-TO-GIRDER CONNECTIONS ' O OIFALL SHEATHING 5. SOLID BLACKING SHALL BE PROVIDED FOR ALLJOISTS Z AND FLOOR BEAMS AS PER N.Y.S.GO DE OR AS NOTED 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGU• O �y EXTEND APA TO PLYWOOD TO 08'4rD.C.MINIMUM-PROVIIDE 2'SPACE FOR AIR PACIFIC GPI SERIES WOOOTBEAMS ANO LVL W EXTEND TO TOP OF TOP WHERIE RAFTERS AND STUDS ALIGN' \ PLATE CIRCULATION IN ROOFS PRODUCTS OR EQUAL ALLJOISTS,GIRDERS,AND (n SIMP90N1 H2O HURRICANE TIES @ 18.O.C. f-I W15•t>d NAILL9 @RAFTER,2 NAILS @PLATE, 8. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS, A PER MANUFACTURERS ONSWEB D /AND S-bd NAILS STUD STAIRS,ETC.)OR AS NOTED ON DRAWINGS. STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND W BEARING POINTS AT A MINIMUM.A SINGLE 1 3M' 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PA RA LLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS.HANDLING,STORAGE,AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURER'S PLYWOOD 9UBFLOOR 91MPSfON L3TA36-18 GAUGE B. A LL FLUSH WOOD CONNECTIONS SHA LL BE FASTENED RECOMMENDATIONS LIED*N/UlF_D(TYPICAL) METAL-STRAP @ JACK POST INITH RATED GALVA NLZED CONNECTORS BY TAMPSON' /-UL12.11 OD NAILS EACH END PROVIDE SOLID BLOCKING AT ORA PPROV ED EQUAL ALL LUMBER IN GROUND CONTACT OR 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/Y DIA. SIMPSfON LSTA24-18 GAUGE AIL 9UflFLOOR EDGES- METAL.STRAPS @ 32"O C WI EXPOSED A BOVE GROUND TO BE MICRONIZED COPPER A GALVANIZED MACHINE BOLTS 012'O.C.OR SIMPSON WRONG (J� 1ST TWO BAYS OF FRAMING S.110d NAILS EACH ENO $ TEOUCONAZOLE TREATED(MCA).(ABOVE GROUND-0.07 PCF I DRIV E SCREWS'4E 12 O-C.,STAGGERED BOTH SIDES OF P I t GROUND CONTACT ----�-- - 1=----- AND CONNECTORS. .18 2 LUMBER FLOOR�tO1ST--- STACKLENGTH O SCREW TO BE MAX.1'LESS THAN STACK WIDTH. _ __ WILL REQUIRE 67A INLESS STEEL FASTENERS,ANCHORS od -- -- N DOUBLE TOP TOYWERiDLAP 80T'HING - )(r�M= --- '. PLATE -- GENERAL NOTES CP BEAM-T(OP.BOTTOM _-_-------- 1. ALL WORK MATERIAL.AND EQUIPMENT SHALL BE IN 13. THE SEWAGE DISPOSAL SYSTEM AND FRESHWATER O ACCORDANCE WITH THE NEW YORK STATE UNIFORM SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE r-I BUILDING CODE,THE NEW YORK STATE ENERGY WITH THE SUFFOLX COUNTY DEPARTMENT OF HEALTH It SOMPSON MSA,24 CONSERVATION CODE AND LOCAL AUTHORITIES. SERVICES. FYi 1y'•X.18 GA GALV.STRAP 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE �- W/9-1COd COMMON NAILS IN TOP OF FOUNDATI MINIMUM 29 DAY STRENGTH OF 3000 PSI. WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. 4 (d EACH FND @ 32'D.C. ff STUDS "OC. � g i` 3. A LL LUMBER SHALL BE GRADE-STAMPED DOUGLAS 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES STUDS PLYWOOED SHEATHING FIR-LARCH STRUCTURA L GRADE t2 OR BETTER. PRIOR TO AND DURING CONSTRUCTION. A TO OVER2 LAP BOX GIRDERS PER FOUNDATION DESIGN BEAM-T(OP*BOTTOM 4. PROV IDE DOUBLE HEA DERS A NO TRIMMERS AT ALL 16. ELECTRICAL AND MECHA LAICAL COMPONENTS TO BE "I SIMP300N H25A HURRICANE TIE 9 a EACH JCOIST/GIRDER CROSSING STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL DE61GNE0 AND SPECIFIED BY OTHERS. PARTITIONS,OR AS NOTED ON DRAWINGS. 17. ALL STRUCTURA L STEELTO BE A STM38 W ITH ONE COAT 5. BRIDGING TO BE PROV IDED FOR A LL JOISTS A NO FLOOR EPDXYPOINT.ALLFASTENERSTOBEA6TM132580LTS, it I SEE PILE 8 ESRACE DETAILS BFA MS.SPACING NOT TO EXCEED 8. ')L'BORAS SHOWN ON DRAWINGS. FOR DESIGN)SPECIFICATIONS a) Ili 8. ALL DIMENSIONS A NO GRA OE CONDITIONS TO BE 18. CONTRACTOR SHA LL OBTA IN A LL PERMITS A NO INSURA NCE }4 III II EXISTING BREAK AWAY V ERIFIED BY CONTRA CTOR(S)PRIOR TO STA RT OF NECESSA RY TO PROTECT THE ENGINEER A NO OW NER. �i' WALL NOT SHOWN CONSTRUCTION AND ORDERING OF MATERIALS.THIS ry yi FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEA RING 18' FOR SDO NOTY STEMI NSTA LLATION IS COMPLETE.WALLS UNTIL •+ CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. U CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET.ALL FILL BENEATH CONCRETE SLA BS TO BE 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVELAND IN �+ COMPACTED TO 95%RELATIVE DENSITY. THE BASEMENT(IF APPLICABLE).POSITION ALARMS NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. O 7, ALL HEADERS WTO 9'LONG TO BE SUPPORTED BY cCrr' DOUBLE UPRIGHTS;WAND LONGER BY TRIPLE UPRIGHTS- 21. SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM AND r-ARAGFSLAB ALL O I III DRAWINGS. TO BE MINIMUM 2-2X 8OR AS SHOWN ON ON EACH LE EL OF BUILDING CODE. AS REQUIRED BY THE NEW co U !, 8. PROVIDEFIRFSTOPPINGATALLLEVELPENETRATIONS. AND(ISTINGTDWEWNGREQURNGATBUIIAIN�GPERRMRNOW 9. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS, REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE SKYLIGHTS,EXTERIOR DOORS,WINDOWS,DECKS AND ETC- UPGRADED WITH HARD-W'IRED AND INTERCONNECTED SMOKE C_ � t� 10. DO NOT SCALE DRAWINGS. •rI • 23. THE NEW YORK STATE CODES ALSO APPLY TO ACCESSORYV.,i# 0) =3 ,-• N SECTION ELEVATION 11. DESIGN CONSULTA NT30R RECORDARCHRECT- STRUCTURE DESIGN. � � '`�F ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, tE�iq -P.-- L a HOLD DOWN + SHEAR CONNECTION CRITICAL PATH CONSTRUCTION PROJECT. FEDERAL,STATE THIS 24. GARAGE DOORS SHALL BE RATED FOR 120 MPH WIND LOAD. ate\ CONSTRUCTION PROJECT.FEDERAL,STATE AND LOCAL RONING OING CODE THE CONTRACTOR.CTOgNCE SHALL BE THE ESPONSI S tIITY OF 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO C FACILITATE CONSTRUCTION AND SHALL NOT BE G CONSTRUED AS A CONTRACT BETWEEN BUILDER AND ��y�//Fr' O OWNER. n A 0 1` .F� LIJ cn 'a- DESIGN CRITERIA _ O cz GROUND SNOW LOAD -20 PSF. WEATHERING-SEVERE •�,2 ( 1 FIRST LEVEL •40 PSF.LL FROST LINE DEPTH-38' -"1 UVING AREA -40 PSF.LL TERMITE-MODERATE TO HEAVY BED ROOMS -30 PSF.LL DECAY-SUGHT EXPOSURE •C ICE SHIELD UNDERLAYMENT REQUIRED-YES WIND SPEED .120 MPH(3 SECOND GUST) • SEISMIC DESIGN CATEGORY-B DESIGN IN ACCORDANCE WITH AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION �ss�i�iRRR MANUAL FOR 1 a 2 FA MILY DWELLINGS-ENGINEERED DESIGN METHOD, ■ ACI CODE REQUIREMENT AND NEW YORK STATE BUILDING CODE. WINDOWS-GLAZED OPENINGS FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA: GLAZING MEETING THE URGE MISSILE TEST CERTIFICATION OF ZONE 11 ASTM E- 18W 97 A NO A bTM 9W99 \\ -OR- STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. , NEW STRUCTURES LOCATED WITHIN ONE(1)MILE O MEAN HIGH WATER MUST HAV E GLAZING CONFORMING TO W INOZONE II. - PROTECTIVE PANELS AVAILABLE FROM: - CLEAR SHIELD HURRICANE A SECURITY PANELS(631.287.508M -OR- QUICK-GUARD STORM PANELS(831.287.5330) , ALL PROTECTION PANELS TO BE IN COMPLIANCE WITH LARGE MISSILE TEST OF ASTM E HISS ,,, I' AND ASTM 1886,AS NOTED IN NY STATE RESIDENTIAL CODE. RESIDENTIAL NAILING SCHEDULE JOINTOESCRIPRON NAIL SIZES NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE(TOE-NAILED) 3-8D PER RAFTER CEILING JOIST TO TOP PLATE(TOP-PLATE) 3-8D PER JOIST CEILING JOISTS TO PARALLEL RAFTER(FACE-NAILED) 3-16D EACH LAP NMI, s CEILING JOIST UPS OVER PARTITIONS(FACE-NAILED) 4-160 EACH LAP COLLAR TIE TO RAFTER(FACE-NAILED) 2-80 PERTIE BLOCKING TO RAFTER(END-NAILED) 2-60 EACH END RIM BOARD TO RAFTER(END-NAILED) 2-160 EACH END WALL FRAMING W TOP PLATE TO TOP PLATE(FACE NAILED 2-16D' PER FOOT TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-ISO JOINTS-EACH SIDE STUD TO STUD(FACE-NAILED) 2-16D 24'O.0 HEADER TO H FADER(FACE-NAI LEO) ISO 16'O.C.ALONG EDGES TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16D PER 2 X 4 STUD Z 2-160 PER 2X 6STUD 2-160 PER 2X 8STUD -- BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, I ) ENO JOIST OR BLOCKING(FACE-NAILED) 2-160" PER FOOT Q.V./ FLOOR FRAMING JOISTTOSILL,TOP PLATE ORGIRDER(TOE-NAILED) 4-8d PERJOIST I e l BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END I l 1 BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 10°< 0 5 45° BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK IIL�� LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 77.-j �-- JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-Bd PERJOIST BAND JOIST TO JOIST(END-NAILFO) 3-16d PERJOIST BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d' PERFOOT Lu O O PROVIDE 8d COMMON NAILS @ 4"O.C. GABLE ROOFS AT HIGH PRESSURE ZON E-6"O.C.AT ROOF SHEATHING ALL OTHER PORTIONS OF ROOF.(TYP.) C O.C.AT PERIMETER of 10°< 0 5 45° STRUCTURE AND PANEL STRUCTURAL PANELS Sd S 1 T INTERIOR OF EDGE D.C.- NOTE:a=4 FT.IN ALL CASES PANELS OUTSIDE OF - . ., ..'. : :, : :_... .. ..,. ..... .....-.. .. . . . . PERIM ER ON ET Z E CEILING SHEATHING GYPSUM WALLBOARD 5d TAT EDGE -�sAy� 10'IN FIELD - - - WALL SHEATHING . , ... . .... . .. . :.:.... . .........:.. ... ....... . . . .. .., .. ..,. . STRUCTURAL PANELS SO OF STR PANEL 6OC AT PERIMETER UCTURE AND EDGES. - - 12 O C AT INTERIOR OF PANELS i OUTSIDE OF PERIMETER ZONE ..... .. ... . . .. . . .. _ _ FIBERBOARD PANELS 7/iG 60 3 O.C.EDGE 6'O.C.FEELD DRAWN BY: KM 25W 80 S O.C.EDGE-6 O.C.FIELD PARTICLEBOARD PANELS BD 6 O C.AT PERIMETER OF STRUCTURE AND PANEL DATE: 01.16.12 .. _ EDGES. 12 O.C.AT INTERIOR OF PANELS OUTSIDE OF PERIMETER ZONE SCALE: AS NOTED - FLOOR SHEATHING STRUCTURAL PANELS 1'OR LESS Sd 6 O.C.EDGE-12 O C.FIELD SHEET GREATER THAN 1' 10d 6 O.C.EDGE-6 O.C.FIELD COMPONENT AND CLADDING PRESSURE ZONES NAILING REQUIREMENTS ARE BASED ON ALL WALL SHEATHING NAILED S'O.C.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED X O.C.AT THE PANEL EDGE TO 013TAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS SHALL BE DOUBLED-OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. P OF 2 SHEETS L, - - - - - __ .. - , r ., -- __ - - - . 'xLd4.. •..�.. .dr..,fed. .. OLD STRUCTURE • !�' � ••�. fir ''V Yi', y z:i GRILL VENT I...__...- __. r � 141 �_ I ' •• few; �1 u' t --- __�'�'Lrs. .��--"�-'--•^�•'�_i.:-...^..,.....�_.....w•._.....w-.-r.-�.-...w...•.._.^�, ".:.%r�.�•.". i�£ i ,Y. �y�{''/ � ,.�f /'� /� / 1 u J� - — -•�.-�.... .•,.•_..,...-•-- .._...».. .�� _ „ _ .....».— .._ �` 7: .i,y .� r `•;ryl..r'., r ,is ��.\`�..�� i ( �R./'�"1�+�..,r I�L'l� \\`✓/J � �•, '�"f A K"J .�.....-....-----------'_-"-'_-".'_. _. ,. ��._ ��_-_._. -'�:_ - + i .,._......� JdS�" sr.r_ ;•rF-1�•'t ,. a, ,� f') �I%�� • �:,,sr' ;k :t 7 I 1 litCc L -ramLu ' I, -;'=- , 1 P.-'•,•.--1 �i '~ + � � yCa .L'_'`V'•.r�-�-�. 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