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HomeMy WebLinkAbout34987-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 9/9/2011 CERTIFICATE OF OCCUPANCY No: 35196 Date: 9/9/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL ADDITION 680 SOUTH LA EAST MARION, Sec/Block/Lot: 38.-6-7 Filed Map No. Lot No. filed in this officed dated dated 9/9/2009 conforms substantially to the Application for Building Permit heretofore 2/11/2009 pursuant to which Building Permit No. 34987 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: alterations and additions, including covered entry deck and second floor deck, to an existing one family dwelling as applied for per ZBA #6283, dated 7/30/09. The certificate is issued to Erey, Iskender & Bengolea, Angelica (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34987 Z Date SEPTEMBER 9, 2009 Permission is hereby granted to: ISKENDER EREY 415 CPW #2-E NEW YORK,NY 10025 for : CONSTRUCT FIRST&SECOND STORY ADDITIONS/ALTEP~ATIONS TO EXISTING SFD PER APPROVED PLA~S, ZBA#6283,TRUSTEES#7095&NYSDEC AS APPLIED FOR. at premises located at 680 SOUTH LA County Tax Map NO. 473889 Section 038 pursuant to application dated FEBRUARY Building Inspector to expire on MARCH EAST MARION Block 0006 Lot No. 007 11, 2009 and approved by the 9, 2011. Fee $ 486.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDUNG DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy ~ applioation must be f'flled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey 9f 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 sewemge4isposal (S_9 form). 3. Approval ofelectrieal installation from Board 0fFire Underwriters. 4. Sworn statement from plumber eertifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residenees and similar buildings and installations, a certificate of Code Compliance from arehitest 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-eanforming nses, or buildings and -pre_existing, la,ad nses: 1. Accurate survey of property showing all property lines, streets, building and unusufil naturai 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 pogl $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.0~. 2. Ceytifieate of Occupancy on Pre-existing Building - $t00.00 3. Copy of Certificate of Occupancy - $ 25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate 0fOccupancy - Residential $15.00, Commercial $15.00 New Construction: . Old or Pre-existing Building: ~( (check one) He'seiNe. Street Haml&' · - Own6r or Owners of Property: //~ ~'~'/t/4.)~.~ ' ~o~'5// · Suffolk County Tax Map No 10O0, Section ~ ~3 BIoek ~ ' Lot 7 Subdivision Lot: Health Dept. Approval: Planning Board Approval: Filed Map. · Applicant: Underwriters Approval: Request for: Temporary Certificate Final Certificate: 'xt( (c.heck~one.) Town Hall ,5 ;375 Main Road P.t). Box 1179 S{mthold. NY 1 lg71-0959 Tdcl~honc (631) 765-1802 Fax (631) 765 9302 ro.qer, richert~,town southold.n¥.us BI !ILl)IN(; 1)EPARTMENT TOWN OF $OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Iskender Erey Address: 680 South Lane City: East Marion St: NY Zip: 11939 Building Permit #: 34987 Section: 38 Block: 6 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ice Electric License No: 4586-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ ServioeOnly ~ Commefical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures ~r-----I[~ HID Fixtures Wall Fixtures 1101 Smoke Detectors Recessed Fixturesl 9j CO Detectors Fluorescent Fixture Pumps Emergency Fixture Time Clocks Exit Fixtures L~ TVSS 200a under ground service change, 2-exhaust fans, 3-paddle fans Notes; Inspector Signature: Date: June 13 2011 81-Cert Electrical Compliance Form TOWN OF SOLITHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN IIALL SOUTIIOLD, N.Y. 11971 CERTIFICATION TEL. 765-1802 Date A;~ /''~ I '~011 Building Permit NO. ~ ([)lease print) (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (pl~umber' s signature) Sworn to before me this _-~-~---day of -~2~A .... , county Notary Public, Notary Public AkICIA WALY~R Commission ~,r~ ~t 25, ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU~~a~ [ ] ~NDATION 2ND [~RA~ING / STRA~NG ~N [ ] FIREPLACE&CHIMNEY [ ] FIRESA~I~INSPECTION [ ] Fmm~mlm,~'t~tce~m~ [ ] REMARKS: ~ DATE INSPECTOR. '~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [/;/]*ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SA,-,', '/INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUC'rlON [ ] FIRE RESISTANT PENETRATION ~J~LECTRICAL (ROUGH} [ ] ELECTRICAL (FINAL) REMARKS: DATE ~ INSPECTOR~~-~~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~UGH PLBG. [ ] FOUNDATION 2ND [,~,~ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] Fl~P,,~mST~rrcoNsmuc'no. ( ]m~l~mSTANT~,ta~c='n~'nON REMA~RKS: ~/.~ ~..~---~-~ ,~-~ ~::::::~. DATE ~INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [. ]//~IAMING / STRAPPING [ ] FINAL [/,/] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] m~,~ mlm~l~T ~m'tm~n~ [ ] Rm~ ml~m~t~t m~im'm~'n~ REMARKS: /,'~/-~ / DATE /if INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]~I~H PLBG. [ ] FOUNDATION 2ND [~/~ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~. f INSPECTION [ ] F~ R~STA~r ~ [ ] F~RJ .J~4ST,~T ~.Lm~ RE.ARKS: ~~ / DATE ~ INSPECTOR 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 [ ] ELECTRICAL (ROUGH) ~ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]ELECTRICAL(ROUG~. ,,[ ]~ELE_CTRICAL(FINAL) DATE INSPECTOR ~'~ ~'"~ ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined " C- q ,20 /~ Approved ~?,/~ ,20 ~ Disapproved a/c Expiration BLDG. D£PI. 'tOWN OF SOUi'HOLI) a. This application MUll oe compl~ PERMIT NO.- ~¢~0~ V BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Surve~ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: ~j~JL/ ~]t$~ Z'-~., Phone: Building Inspector ACATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 ely 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 Pennit 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 regu3al{oni~cand to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicantorn~rne, ifa corporation) e (Mailing address of applicant) State whether applicant is owner, lessee, ngineer, general contractor, electrician, plumber or builder Nameofownerofpremises d~El__,(.~ /~AJaO6~fl ( -4~-..~,~'A/~Zft~ (As on the tax roll or latest deed) If applicant is a co,oration, si~ature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade'sLicenseNo. 1. Locatjon~of land on which_proposed,work will be~done: House Number Street Hamlet County Tax Map No. 1000 Section g ~ Block I~ Lot Subdivision Filed Map No. Lot o7 State existing use and occupancy of pre~ses and intende~d use and occupancy of proposed cons ~truction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Fee Alteration (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 Depth Dimensions of same structure with alterations or additions: Front Depth . Height t Number of Stories 8. tJimensions of entire new constructigfi: Front Rear , Depth Height Number of Stories Rear 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated F ~'~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~// NO__ 13. Will lot be re-graded? YES__ NOXWill excess fill be removed from premises? YES __ l 4. Names of Owner of premises ~SA~ Address Phone No. Name of Architect .J"C tt-ttt,~/~d/'-'~/ Address Phone No Name of Contractor Address Phone No. 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. PERMIT/S-MAY BE REQUIRED. b. Is this property within 300 feet ora 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 NO · IF YES, PROVIDE A COPY. STATE OF NEW YORK) "t~- SS: COUNTY OF-% ~Ohat~ ' CONNIE D. BUNCH Note~ Public, State of New Yor~ No. 01BU6185050 Qua ified n Suffolk County . Commission Expires Apr 14, r2'O.~-'-- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the A/~/67t/~-~/~~ (Contractor/Agent~ Uorporate 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 ~ ~ I 44'N day of ~27-.o~)2 1! o~ 200~ Notary Public BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7095 DATE: MAY 20~ 2009 ISSUED TO: 1SKENDER EREY& ANGELICA BENGOLEA PROPERTY ADDRESS: 680 SOUTH LANE~ EAST MARION SCTM# 38-6-7 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 20, 2009, and in consideration of application fee in the sum of $500.00 paid by Iskender Ere¥ & Angelica Bengolea and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a first-floor addition on the landward side of the existing dwelling and expand the second-floor within the existing footprint, create deck over the existing sun porch, and install new windows, exterior doors, siding and roofing, and as depicted on the survey prepared by Nathan Taft Corwin III, last dated April 22, 2009, and received on April 22, 2009. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Jill M. Doherty, President Bob Ghosio, Jr., Vice~President James F. King Dave Bergen John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0685C Date September 6, 2011 THIS CERTIFIES that the first floor addition on the landward side of the existing dwelling, expansion of the second floor within existing footprint, deck over existing sun porch, new windows, exterior doom, siding and roofing At 680 South Lane, East Marion Suffolk County Tax Map #38-6-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/17/09 .pursuant to which Trustees Wetland Permit #7095 dated 5/20/09 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 A first floor addition on the landward side of the existing dwelling, expansion of the second floor within existing footprint, deck over existing sun porch, new windows, exterior doors, siding and roofing. The certificate is issued to ISKENDER EREY & ANGELICA BENGOLEA owners of the Aforesaid property. A h~oriz{~d ~[g~natur~e New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook 50 Circle Road Stony Brook, New York 11790-3409 Phone: (631) 444-0365 · FAX: (631) 444-0360 TIDAL WETLAND LETTER OF NON-JURISDICTION March 20, 2009 Mr. Iskender Erey and Ms. Angelica Bengolea 415 Central Park West Apt. 2E New York, N.Y. 10025 ~I SEP -2 2OO9 Re: UPA#i-4738-03656/00002 Facility - 680 South Lane, East Marion, N.Y. SCTM# 1000-38-6-7 Alexander B Orannis Commissioner Dear Mr. Erey and Ms. Bengolea: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the bulkhead greater than 100 feet in length constructed prior to 8/20/77, as evidenced on Aerial Image Resources photo#75-2100 dated 3/24/76 and shown on the survey prepared by Nathan Taft Corwin III dated 9/18/08, is beyond Article 25 (Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale ber~n. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, / Laura Scovazzo Pe~it Administrator cc: Mark K. Schwartz, MHP, File James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT Permit Ct: 7095C Date: May 20, 2009 SCTMCt: 38-6-7 Name of Applicant/Agent: Mark Schwartz, AIA Name of Permittee: Iskender Erey & Angelica Bengolea Address of Permittee: 415 Central Park West, Apt. 2E, New York, NY 10025 Property Located: 680 South Lane, East Marion, New York DESCRIPTION OF ACTIVITY: Coastal Erosion Permit to construct a first-floor addition on the landward side of the existing dwelling and expand the second-floor within the existing footprint, create deck over the existing sun porch, and install new windows, exterior doors, siding and roofing. The Coastal Erosion Management Permit allows for the operations as indicated on the survey prepared by Nathan Taft Corwin III, last dated April 22, 2009, and received on April 22, 2009. Permit to construct and complete project will expire two years from the date the permit is signed. INSPECTION: Final Inspection SPECIAL CONDITIONS: (apply if marked) N/A Bluff restoration through a re-vegetation plan is a ne(~essary special condition of this permit. N/A A relocation agreement is attached hereto and is a necessary special condition of this permit. N/A A maintenance agreement is attached with application and is a necessary special condition of this permit. James F. King, resi ent Board of Trustees TO: FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 17, 2009 Iskender Erey Angelica Bengolea C/O Mark Schwartz, Arch. P.O. Box 933 Cutchogue, NY 11935 Please take notice that your application dated February 11, 2009, For permit for proposed additions/alterations at: Location of property: 680 South Lane East Marion, NY County Tax Map No. 1000 - Section 38 Block 6_ Lot _7 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to this existing single family dwelling is not allowed pursuant to Article XXlI, section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The plans show a proposed setback of 16 +/- feet from the bulkhead. Pursuant to Article XXIII Section 280-124, non-conforming lots measuring less than 20,000 square feet, shall have a minimum side yard of 10 feet and a total of 25 feet. This non-conforming single family dwelling in the R-40 district with 11,930 square feet, shows a minimum side yard of 5.4 feet and a total of 19.10 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. Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 FINDINGS, DELIBERATIONS, AND DETERMINATI( REGULAR MEETING HELD JULY 30, 2009 ZBA FILE # 6283 - I. EREY. and A BENGOLEA, APPLICANTS PROPERTY LOCATION: 680 South Lane, East Madon AUG - 5 2009 BLDG. OEP[, TOWN OF SOUTHOLD CTM 1000-38-6-7 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 Mamh 19, 2009 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTiON: The subject property is an 11,930 square foot lot measuring 70.00 feet on South Lane to the north, 184.54 feet on the eastem boundary, 71.84 feet on Odent Harbor to the south, and 200.68 feet on the westem boundary. The house is improved with a single-family house and a shed as shown on a September 18, 200 survey, revised by Nathan Taft Comin, L.S. on December 2, 2008 to show Coastal Erosion Hazard line. BASIS OF APPLICATION: Requests for Variances under Sections 260-116(B) and 280-124, based on an application for a building permit for additions and alterations less than the code-required minimum of 78 feet from the bulkhead adjacent tO Orient Harbor, less than 10 feet on a single side yard, and less than a total of 25 feet for combined side yard setbacks, at 680 South Lane, East Marion. LWRP DETERMINATION: A Letter dated June 19, 2009 confirming consistency with LWRP policy standards was submitted to the Board of Appeals under Chapter 268, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program. FINDINGS OF FACT The Zoning Board ~ Appeals held a public headng on this application on June 25, 2009, at which time wdtten and oral evidence were .presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants proposes to create a second-floor open deck over an Page 2 - July 30, 2009 ZBA # 6283 - I, EREY. and A. BENGOLEA, Applicants CTM 1000-38-6-7 at 680 South Lane, East Marion existing sun pomh, with an outside staircase extending 5.4 feet into side yard, to construct a first floor entry addition on the landward side, and to expand the second floor within the footprint of the existing nonconforming structure. The applicant also seeks a vadance to allow landward extension of the house, continuing the 14.6 foot side setback, including the addition of a Bilco door further reducing the setback to 8.1 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance with respect to the alterations on the south side will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Those proposed additions will be within the existing footprint. Expert testimony has been presented that the existing first floor can support a second floor extension. Nothing will be knocked down, and extemal walls on the non-conforming side of the house will remain intact. Grant of the vadance with respect to the side setback to 8.1 feet will significantly reduce the passage on the west side of the house. 2. Town Law ,~267~b(3)(b)(2). The benefit sought by the applicant on bulkhead side cannot be achieved by any feasible method other than an area variance. The benefit of a basement entrance can be achieved by Iocafing the Bilco door on the north, landward side of the house. 3. Town Law §267-b(3)(b)(3). The vadance granted for the southern, landward side of the house is not substantial. Renovations to the house wilt not cause any further encroachment upon the existing setback. Extension of a 14.6 foot reduced setback is not substantial, amounting to less than a 3 per cent variance. Reduction of the side setback from 14.6 to 8.1 feet to allow for a Bilco door is substantial, amounting to a 45 per cent decrease. 4. Townr Law §267-b(3)(b)(5) The difficulty with respect to a need for renovation closer to the bulkhead than the code- required was created when the house was originally constructed. Nothing in the proposed construction will aggravate that situation. 5. Town Law §267-b(3)(b)(4). Apart from {he proposed construction of a Bilco door on the west side of the house, which would reduce the side setback on that side of the building, no evidence has been presented to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Locating that door on the landward side of the house will eliminate that difficulty. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a increased living space and a second-floor extension over new 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-B, motion was offered by Member Simon, seconded by Member Weisman, and duly carried, to DENY the side vadance as applied for (concerning the Bilco door at the side) and, in the ALTERNATIVE to: GRANT the side yard extension with the CONDITION that the Bilco door be located on the north, landward side of the house, and further, to Page 3 - July 30, 2009 ZBA # 6283 - I. EREY. and A. BENGOLEA, Applicants CTM 1000-38-6-7 at 680 South Lane, East Madon GRANT the vadance as applied for with respect to the construction of a new deck and extension of the second floor, and extension of the second floor over the new deck (shown on the December 8, 2008 diagram # A-1 and the October 20, 2008 diagram # A-5, prepared by Mark K Schwartz, A.I.A.), and to That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the ~ariance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are ~ot authorized under this application when involving 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 th,e 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 nonconfor?ity. Vote ofthe Board: AYes: Members Goehdnger (Chairman~)sman.,.aad-~chnei~r. duly adopted (4-0). JGer~m'l~. Goehdnger, ~;hairman/~ ..,1 /2009 ,~..~proved for Filing This Resolution was AIJG -5 BOARD OF APPEALS Toth, Vicki ~ Fro~75 Mai~. Schwartz [mksarchite~,9~.I .O. Box Sen~ II~dav Auaust 17, 2009 1 I:0~A~ ~.~ Southold, New York I 197 ~-b959" To: Toth, Vicki Subject: FW: Septic Importance: High BUILDING DEPARTMENT TOWN OF SOUTHOLD Page 1 of I - 802 Fax (631 ) 765-9502 Hi Vicki, This is an e-mail from Mr. Erey and I agree. Please review. Thanks, Mark Dear Mark; I trust you still have all the support documents I had given you concerning the house, namely the original number of bedrooms (five). As we project the house - We shall have only three bedrooms - we are a family of two and a child - Over the years we have never had to empty the septic - Since it was built, the progress in biodegradable paper and other elements is huge So, I cannot possibly see how they can ask for a change (upgrade) in the septic. we are to Alex Ifthey do, 8/24/2009 ~T°th' Vicki ~ Frofit,q75 I~ai'k Ko~rchwartz [mksarchitect~r~t~l. r, ~entr'O' ~ August 17, 2009 11:2~" ~outhold. New ~ork 11971-~959 Toth, Vicki $ubjaet: FW: Finalizin~ Permits - Home Stretch Page 1 of 1 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD From: iskender erey [mailto:iskendererey@hotmail.com] Sent: Monday, August 17, 2009 11:17 AM To: mark architect Cc: angelica bengolea Subject: Finalizing Permits - Home Stretch Mark' It was nice talking to you a few moments ago and hearing that all is alright with the permits save for the last clearance from the health department concerning the septic. Also, I note you are going to see the health dapt. today (Vicky?) and finalize this matter. By way of reminder, please remember that 1/we are not increasing the bedrooms 2/We have decreased the bedrooms (two less) than when we bought the house 3/All septic products have improved so much concerning biodegradable etc. 4/We are definitely less people living in this house So, I look forward to hear from you tomorrow or Wednesday with the good newds concerning the permits enablig us to settle the remainder of our debt. Then we can go onto phase three of this project. Best regards aLEX 8/24/2009 Toth, Vicki ~ Frd~C'75[t~irkR'~'a~chwartz[mksarchitect@~P~-~lo ×, 79 e~'' o~ u t P~ $ou,~o~d,To: Ne~v~O~Toth, ~¢¢t-o%u~Sglvicki 17, 2009 2:48 ,~ $,,bject: FW: SEPTIC, Our Previous CorrespondE Page 1 of 2 ~802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF 8OUTI-IOLD From: iskender erey [mailto:iskendemrey@hotmail.com] Sent-' Monday, August 17, 2009 2:39 PM To-' mark architect Cc: angelica bengolea Subject: RE: SEPTIC, Our Previous Correspondence Here is scan of six pages: 1/ Cert of Occ. 1996 2/Cert of Occ. 1963 3 & 4/ Victorian Realty, Memo of Sale 5/Victorian Realty Description (Clearly mentions 5 bedrooms, 9 rooms) 6/Survey, mentions 1 and 1/2 stow fr. ho. Confirm you received and legible, otherwise will rush them by hand (have no fax here) Regards Alex Date: Mon, 17 Aug 2009 13:29:37 -0400 From: m ksarchitect@optonline, net Subject: RE: SEPTIC, Our Previous Correspondence To: iskendererey@ hotmail.com Please fax that info to 734-2110. Thanks From: iskender erey [mailto:iskendererey@hotmail.com] Sent.' Monday, August 17, 2009 1:21 PM To: mark architect Cc: angelica bengolea Subject: SEPTIC, Our Previous Correspondence Dear Mark; Here is the email and the supporting docs I had faxed you on March 24: From: iskender erey [mailto:iskendererey@hotmail.com] Sent: Tuesday, March 24, 2009 8:14 AM To: mark architect Cc-' angelica bengolea Subject: Documents to Avoid Septic Complications/Expenses Hi Mark; 8/24/2009 Page 2 of 2 I fotlg~ns~)~l~r.~lnCt~cuments. They clear~ ~~ Do you wish me fax t:J~.~ne (631) 765-1802 They4~[~Main Road ~ l/~ ~ Fax (631) 765-9502 1/Co/~l~i~t~ O9Occupancy, dated SepE k~~ns the deck addition. There is no other so~e,~tri~o~oE ~tJ~B~of bedrooms (sin ~-~.?11~. '~,.~tence, as you will see further down) 2/Survey, dated Sept 4, 1996 mentionin [~.~'~,~lf story house 3/ Memo of Sale, .lune 18, 1996 mentioning"i~l~trg~q'rooms" 4/Victorian Realty listing description mentioning explicitly five bedrooms So what do we do? BUILDING DEPARTMENT Trust it solves all issues pertaining tlv{}l~gl~al~l~. SOUTI-IOLD Best regards Alex From: iskendererey@hotmail.com To: mksarchitect@optonline, net CC: abengolea@aztecaamerica.com Subject: Finalizing Permits - Home Stretch Date: Non, 17 Aug 2009 15:16:39 +0000 Mark' It was nice talking to you a few moments ago and hearing that all is alright with the permits save for the last clearance from the health department concerning the septic. Also, I note you are going to see the health dapt. today (Vicky?) and finalize this matter. By way of reminder, please remember that 1/we are not increasing the bedrooms 2/We have decreased the bedrooms (two less) than when we bought the house 3/All septic products have improved so much concerning biodegradable etc. 4/We are definitely less people living in this house So, I look forward to hear from you tomorrow or Wednesday with the good newds concerning the permits enablig us to settle the remainder of our debt. Then we can go onto phase three of this project. Best regards aLEX 8/24/2009 54~75 I~-h, ~ P.O..Box 11~9 · .,%~i, k'Y 1 l~/l-O~O TOWN OF SOUTHO~.~ APPLICATION FOR ELECTRICAL INSPECTiOH , Name: No,: No.: *Name:. *Address: · *Cross Street: *Phone No.: permit No.: JOBSITE INFORMATI:ON: (*Indicates. required information). Tax Map D~[~{ct: .1000 Section: ..%~ -Block: *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) *Is. job ready for inspe(~, n: Temp'lnformation (if. n~eeded} - . *8ervioeSEe: '-({~Pha~ 3Phase 100 100. ~ *New S~: ~ ~ Number of Metem R~nn~ Unde~m~ -' A~on~ Inflation: R.ough In"" Rna[ 300 350 400 Other Change Of Service Overhead PAYMENT DUE WITH'APPLICATION ~.c-, Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 16. 2011 Iskender Erev /r~ ,~! 415 Central Park West ~2-E [W ) plete Your Cedificate of Occupancy: ~Application for Cedificate of Occupancy. (Enclosed) ~ Electrical Unde~riters Cedificate. ~ ~ ~ fee of $50.00. %s ~ PluCrs Solder Cedifica~!l p-,-i,- i~ing plumbing after '1/84) tees Cedificate of Compliance. (Town Trustees ¢76~ Final Planning~ai. ~% ~ Final Fire Inspection from Fire Marshall. ~/ ~ Final Landmark Prese~ation approval. ~~ BUILDING PERMIT: 34987- Additions/Alterations BUILDING PERMIT EXAMINER CHECKLIST Applicant: Architect/Engineer: _~(~0kv'¢- ~-~rkb~.)(2r 4 ~ SCTM~ 1000- ~ ~ ~ ~ Subdivision: Property Address: ~0 ~o~ ~ *Date Submitted.o~ ////06/O~*Date Reviewed: Estimated Cost: Zone: g ~/'D Conforming? City: ~T ~rto ~ Pre COs? Building_Permits (Open/Expired): BP~.~ov -Z/C/0 Z-/'/D/ , Info: Ad/~ BP~. 5~, 7Y-Z / C/0 Z- ~, Info:d,~.t.~ ~a BP -Z/~' ,Info: BP Single & Separate Search Required? Y or'Determination: / . · ' /I- ~Q. Lot Size: ~__ ACT. Lot Size: /J__--,,~14'~3~/fl~O~a~ ~ov. ~Q. Front ACT. Front ~Q Side ~T. Side ~Q. Rear ~Q. Height ACT. Height m,3 r 7 / c/0 z- flaY(J, .f0: -Z / C/O Z- , Info: ACT. Lot Coy. PROP. Rear Proj eft Description: Waterfront? Y or N? If yes, water body: Panel# Flood Zone: y Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y Ol- N - If yes, *Bed#: *Date: / / *Pernfit#: ~ If no, certification required: Y or N Received: Y or N By: NYS DE(-?: PRE-I>E¢ 9/1/75~)or N- Date: ~/~O/d? Permit #:/'7 7'L2a°d 3&~O/~OO0,9 or ~.etter- Notes: Southold Trustees:..0or N- Date: ~ /~ / ~ ~Per,uit #: ~# Pff' or NJ Letter- Notes: SoutholdZB .A~orN-Date: X /fi#/ ~ Pernfit#: 6~J>..,4-No*es: ~ Southold Planning: Y or N - Date: /1/ Permit #: -Notes: Town Landmark C of A: Y/N DTE: /_ _/. Notes: YULe, C[ < Town Septic: Y or ~ ~//Ys CODE Colnpliance (page 2): Y or N Fee Strncture: Foundation: SIr First Floor: Second Floor: Other: SF 2. ( Total: SF Calculation: +lnitial Fee: [ Additional Fee ( ): $ SF)- ( SF)= SF X $__ =$  + Initial Fee: $ + Additional Fee ( ): $. TOTAL: $ ¢~7~, ~ NEW 5fORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 f Wind Speed: 120MPH ,/'""'Sel'~nficDeslgn C'ategory: Weathering: Severe__~'/ Frost Depth: 36" re: ~H t'~Decay: S-M Design Temp: 11 ~ Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: ~ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENG1NEERED/P}~'~ FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: ¥/N CEILING JOISTS: Y/IN FLOOR JOISTS: Y/N LUI~IBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: '9'7N GI2~DERS: Y/N ROOF ILAFTERS: LIVE: Y/N DEAl): Y/N SNOW: Y/N SEISMIC: YFiN x3rI-ND: Y/N WEN-DOW AN'D D()OR SCHEDULE: MISS!JE TEST REQylREMEb! I S: ~/N EGRI~,SS 5.7 S.,;,tr.: LI~HT 8%: ~NT 4%: ~ NAIL~G/CONSTRUCTION SCHEDULE: ME~S OF EGRESS: PLUMB~G RISI~R [)IAGR~M:~ LOCATION OF~ ~[[* t1: PROTE( TION [}QU[['MENT: Y/N TRUSSDISI(r, :¥N CERTFFICATION: 5'?N ENERGY CALCS: //lq I'O'IAL COMPLIEN(?E? Y/IN (RETU1LN To PAGE ONE ,.*r,v D.~bum UNIFORM RESIDENTIAL APPRAISAL RI~rORT F~,~. LR01 ~t~l~.~m~y ADoral~l/Dist= 1000 ~t~ 038 BI~ 06 Lot~07 c~ffolk ~s~l~s~ ~S~ UM [ ~T~ I....qOO ~* 801~ [To:Resid~ ~.u~ ~3~lx]3~ I I~em~[ II~m i 200 I 20kVa~ntl G~e~ and ~ o~ 0~len~. ~u~hoXd ~AhJD. ~1 dl~let P2 ~ 5600 ~btee~ iA lo~ad In a ~sl~ab~e ~e~f~ ~esl~al a~. ~lose ~o churches, shoDulnm ~d tr~u~l~ fauilltl~, ~i~rh~ D~uerties are n~tly Subtect ts lo.ted n~r ~o ~aohes ~d ~tin=. ~ere are no a~erse factors ,ubt~t net;h~rh~. C~er/ca[ use of [o~[ rent,ers ~o ~t the rest~[te[ Preset Mrket ts fairly ~teble. ~nd/3u~lY 15 th~ in ~e. ~e~ are no kn~ disc~nts or c~cesslons. Llmtini url~es are ;~e~y 10-20% hlmher t~fl Mrket value ~ys on Mrket Is 3-6 ~t~, ~ero ~ve ~ no Su~tial c~l~ in the R~I in the ~st t~lve m~ths, 197 x ?I.0Z z 209 Subte~t to Survey - Irr~u~ar, ~ Well I Hone MAP OF L,ahl~ AT N -Y. · i / SOUTH LANE' .~' ~,~' OF PF2OPEF~ ~JRVEYED i ' ~/r- ,r-,r-'f: r-, .. , ~.: ~E,k.., )LEA EAST MAF~IO ~J / REScheck Software Version 4.2.2 Compliance Certificate Project Title: Erey & Bengolea Energy Cede: Location: Construction Type: 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Heating Type: Non-Electric Glazing Ama Percentage: 23% Heating Degree Days: 5750 Construction Site: 680 South Lane East Marion, NY 11939 Owner/Agent: Iskeeder Erey 680South Lane East Ma~on, NY 11939 SEP 9 2009 BLDG. DEPT. TOWN OF SOUTHOLO Designer/Contractor: Mark K. Schwartz P.O. Box 933 Cutchogue, NY 11935 Compliance: 8.2% Better Than Code Maximum UA: 476 Your UA: 437 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" D.C. Window 1: Vinyt Frame:Double Pane with Low-E Door 1: Glass Door 2: Solid Floor 1: AJl-Wond Joist/Truss:Over Unconditioned Space Boiler 1: Click here to select Assembly 80 AFUE 1195 30.0 0.0 42 2824 19.0 0.0 130 453 0.320 145 190 0.330 63 20 0.300 6 1554 30.0 0.0 51 The proposed building represented in this document is consistent wi~ the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York 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. Name - Title Signature Date Project Title: Erey & Bengolea Report date: 09/08/09 Data filename: CADocuments and Settings\User, My Documents\AUTOCAD\MKS\EREY & BENGOLEA\EREY ENERGY CALCS.mk Page 1 of 4 OR E 2( 3" O ROOF VENT 3"0 ROOF VENT 1/4 NE'~ MA3TER BATH O4 ~ L~! SEP 9 2009 BLDG. DEH. TOWN OF SOUTHOLD HOUSE TO APROVED SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP ~ SEP. TIC SYSTEfV PLUM BING SCHEMATIC~i.~.w..:,,~'*~'~:'"~:-"'~" N d~ \\ / / / / / / / / / / 9) NOTES: SURVEY OF PROPERTY SITUA T£ EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-38-06-07 SCALE 1"=20' SEPTEMBER 18, 2008 DECEMBER 2, 2008 ADDED COASTAL EROSION HAZARD LINE AREA = 13,483 sq. ff. (TO TIE LINE) 0.310 CERTIFIED TO' ANGELICA BENGOLEA I, ELEVATIONS ARE REFERENCED TO N,G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN TNUS:~ EXISTING CONTOUR LINES ARE SHOWN THUS: .5 2. FLOOD ZONE INFORMATION TAKEN FLOOD INSURANCE RATE MAP No. ZONE AF. ZONE X: FLOODPLAIN. FROM: $6105C0177 G AREAS DETERMINED TO BE OUTSIDE 500-YEAR N,Y,S, Uc, No, 50487 THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. Nathan Taft Corw n III Land Surveyor PHONE (631)727-2090 OFFICES LOCATED AT 322 Roonoke Avenue Riverhe~d, New York ~1901 Fax (651)727-1727 MAILING ADDRESS P.O Box 1931 Riverhe~d, New York 11901-0965 28-;899, PHOTO STORMWATER MANAGEMENT RE UIREMENTS PROPERTY STRAW BALE DIKE DETAILS STRAW BALE AND SILT FENCE RE'COMMENDED TOE-]N PRE-ASSEMBLED SILT FENCE RUNOFF STANDARD AND SPECIFZCATION FOR STRAW BALE DIKE SILT FENCE DETAILS_. STANDARD AND SPECIFICATION FOR S[LT FENCE DEF[N[T/ON: C:\Documents a~d Set' rags\User\My Doctmaen s \ AU 1'O CAD \ MI<.~g\ EREX~ & BENGOLEAXERAY & BENGOLEA-NEW.dwg, PLOT, 9/9/.009 10:35:57 AM, 1:i I SCTM# 1000-38-06-07 SITE PLAN 1"=20'-0" NONTORF BUFFER AB DEFINED BY SOUTHOLD TOWN TRUSTEES: ANY PERVIOUS MATERIAL ALLOWING FOR PERCOLATION OF SURFACE RUNOEF INTO THE SOIL. EY. AMPLES INCLUDE: NATURAL VEGETATION, WOOD CHIPS, MULCH, GRAVEL, AND SAND. FERTILIZERS MAY NOT BE UEED WITHIN THE NONTURF BUFFER AREA. PERMISSIBLE VEGETATION TO SE PL4NTED IN NONTURF BUFFER AREA: MAP LEGEND PROPOSED 2ND FLOOR DECK OVER EXISTING ! STORY OOH \ \ x, SEP 9 2009 BLDG OEPT TOWNO¥SEUTHOLD REVISIONS © D~: JG 8C~: 1/4"=1'-0" )ECE~ER 8, 2~8 S~ET ~ REVISIONS EXISTING BASEMENT VEEIFY ~TAIE IN FIELD , ~x. 9]~D_E~_ .....J=== .... ~: ..... S ~ -: _= -: _= _= ..... ~, ..... .=~-:-:_--======:: == :==: 9'-11V2" FOUNDATION PLAN SCALE: 1/4" = 1'-0' ~r~ LU>- Zz ~o_ ~_,.Y O~ o~ (DUi DRAWN. MH/MS SCALE' l/4"=p C) A-I EX. SCREENEDqN PORCH EX. BEDROOM DECK {2) 1-3/4×9-1/2 ML HDR. HANG EX. KITCHEN HHUS410 CUfTOM SIMPSON HANGER 10X9-1/2 1[ 7770#, d15252# 12'- 2" EX. DINING ROOM EX. LIVING ROOM  (4) 9-1/2 ML w/ (2) 94/2 ML (3) 1" ff£EL PLTS. (3) 9 1/2 ML w/ EX. OFFICE EX. ENTRY iST. FLOOR PLAN SCALE:l/4"= 1'-0' < -~< O~ A-2 10'-8" 15' 1" PlAY ROOM 24'-2~A" BEDROOM 10' 2V2" 10'-5a/¢' BATH BEDROOM SI'~flNG ROOM 13'-1" 7'-8" 13'- 9V=" 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0' REVISIONS zz : STORMWTER MANAGEHENT REUJREHENTS WHE~ ~PU~ p~opO5~ ' '" ' ' WITHOUT CERTIFICATE [ ( "' ')~ ';~Z:~ ,' '"~ ~ *.~ ~.* ~H~, *ONTUR* ,UFFE, * ELF,NEC ,V *OUTHOLB TOW* musrEEs: PLUMBER CERTIFI~ APPROVED AS NOTED ,~ v-~ ' ~. ,~,~Z~ '* ~ ~'"~., ONLE~ONTE~BEF~E DATE BP.# ~ ~ ~ ~ ~ ~¢¢ [~ -- ~ ~m~ INTO THE SOIL, ~MPLE8 INCLUDE: NATU~ ~GETATION, W~D CHIPS, · ~ I "~'"~ SO&DE~sE~I~WATER NOTIFY BUiLDInG DEPARTMENT AT ~,,O~UNe .,,,., 8UPPLY~YSTEMCANNOT PLUMBING 765-1802 8AM TO 4PM FOR THE · ~o~ ~" "'~ ' "~ ~'"=""~ "~* ' ~ *~"" (~* ~"~ ~CEED 2110 OF 1% LEAD ALL PEUM~ING WASTE FOLLOWING INSPECTIONS: ~l~m ~ ~.~E ' .~.~ .~*.. ~.~ ~m~ .~..~...u.u. ~n.. & WATER LINES NEED 1. FQUNDATION - TWO REQUIRED . . ~.,~ ~,~.,, . ~.,~ ~,~ ~ COMPLY W~TH ALL CODES OF ~ ~u.~.~. ~ ~"~ ~ NEW YORK 8 TATE & TOWN CODES REQUIREMENTS OFTHE CODESOFNEW ~ · ~o. ~. ~ ~*~,.~ ,u,u~..~ ALL CONSTRUCTION SHALL MEET THE ST~W BALE DIKE D~ SILT FENCE D~AZLS ~,~ ~ YORK STATE. NOT RESPONSIBLE FOR m..~.~*~ .,~ ~ ~ ~ ~ ~No~4~ ~ ALONG THE UNE OF ~, +) ~s~VR~D MU~"PEa ~iNe~NU~L~EOR~SU~IL VERIpI~OP UND~ROUNDF~ ~R~ ~ SOOTHOLD TOWN TRUSTEES ~ ~/ ~ 3.~AP~m~R~TO~S 4,~C~ANDmHPA~ COMPLY wITIH CHAPTER .46; BLDG DEPT - ~ ..~ ~o ~ ..~ ~o. ~ ~ ~.~ 8OUTHOLD TOWN ~L~ ~ ~U~y A~HING ~O SILT FENC~ ~m *T ~"." ~, .~ ,..,~. ,*~, ~ ~ * .... "*~ CERTIFICATION OF ~ u ~ m ~ / ' ') ~ ~. ~. ~ ~ ,~ ~, ~.,,~ NAILING & CONNECTIONS ~ - /~ =~,o. ~ ~,~ ~. -~ ~° ,~ ,, ,~=. ~ UNDERW~ITERSOERTIFiC~-~ REQUIRED. . ~m~. CODES OF NEW YORK STATE, ~ C:~Doc:m~ents and Setth*gs~User~My Docmnents ~AUTOCAD ~MI~EREY & BBNGOL~E~Y & B~GOL~-NEW.dwg, PLOT, 9~9~2009 10:35:34 AM, 1:1 REVISIONS P~OTO STORMWATER MANAGEMENT REOUIREMENTS ~}q-^NDARD AND SPECIFICATION FOR STRAW BALE DIKE STRAW BALE AND SILT FENCE PRE-ASSEMBLED SILT FENCE STRAW BALE DIKE DETAILS SILT FENCE DETAII_S STANDARD AND SPECIFi~TION FOR SILT FENCE AREA CALCULATIONS NONTURF BUFFER A~ DEFINED BY SOUTHOLD TOWN TRIJSTEES: ANY PERVIOUS MATERIAL ALLOWING FOR ~ERCOLATION OF SURFACE RUNOFF INTO THE BOIL. EXAMPLES INCLUDE: NATURAL VEGETATION, WOOD CHIPS, MULCH, GRAVEL, AND SAND. FERTILIZERS MAY NOT BE USED WITHIN THE NONTURF BUFFER AREA. PERMISSIBLE VEGETA'flON TO BE pLANTED iN NONTURF BUFFER AREA: 0 SITE PI,AN 1"=20'-0" x, 'x X, MAP LEGEND PROPOSED 2ND FLOOR DECK OVER EXIS'DNG 1 STORY [)It&1~FN: JG $CAI~: 1/4"=1'-0" JOB #: DECEMBER 8, 2008 SHEET NUlvlBEIk A-1 8EP - 2; ~ C-\Dc~cumenls m~d Settings\User\My Documents\AUTOCAD\MKS\EREY & BENG OLEA\EiLSY & BENG OLF~A-NEW,dwg, PLOT, 9/1/2009 1:35:46 PM, 1:1 B[Dfi D£PJ TOWN OF REVISIONS - ' ' 't! z _ . , ~, - ,_ _~- ~._ ,, ,, ,, , ~ ' ~ E~STING SOUTH ELEVATION E~STING EAST ELEVATION /~ ~'=~'~"E~STING NORTH ELEVATION , ~/~,=~.E~STING ~ST ELEVATION ,,, ,, ' ........................ ~---] .............................. ],' __~ ~ ,," ' ' ' ~ - ~ =~ " 0 , , ~ I LU~ L ...... J ~ S~: 1/8"=1'-0" '~"~ ~, E~STING FOUNDATION PLAN ~ E~STING FI~T FLOOR Pl,~ ~ E~STING SECOND FLOOR PlAN m 2 II C'\I )ocur lents and Settings\User\My Documents \AUTOCAD \MKS\EREY & BENGOLE~k\ERAY & BEaNGOLEA-NEW,dwg, ~xilSTING', 9/1/2009 12:01:29 PM, 1:1 ! ~-~ EXISTING BASEMENT EXISTING DARK ROOM ~COMC. ?1~1~ ~ FOUNDATION PLA_N 114"=1 ..0 9 EXISTING EXISTIN, SUNROC w/(2) I/2 511.,?LT. ¢ 2) 0-1/2" Mb, Ht~ EXISTING OFFICE ¢×1~, EXISTING BEDROOM BATH EXISTING IQTCHEN DINING ROOM I EXISTING LIVING ROOM ~ LOC IN fwd042 C01-U~N NO[¢51 FIRST FLOOR PLAN 1/4 =1' 0" REVISIONS 0 D~: JG 8eM F,: 1/4"=lL0" jo~ ~: DEC~ 8, 2008 S~ET A-3 C:\E>ocumeTts' md ~:]~:"~'~m~ ~er\My Documcnts\A L1TOCAD\iYf KS\ERJ~Y & BENG OI~LA\ERAY & BENGOLEA-NEW dwg, FION & 1ST, 9/1/2009 12:0C:38 PM, 1:1 k3_4_5/ ccd _NBN DECK MKSTER F 2~e // ~EW W,I,C. SI'I-rING ROOM SECOND FLOOR PI,AN 1/4"= 1 '-0" I I [] [] NEW BATH NEW- MASTER W,I.C. bNF~LOW REVISIONS Z O D~k~: JG jo~ ~: ~c~R 8, 2008 S~ET _m_z ,. (~ SOUTH ELEVATION 114"=I'-0" NORTH ELEVATION 1/4"=1'.o" C:\Documents and Semngs\ Llser\My Dacuments\AUTOCAD\M~L$\ERET & BENGOLIEA\ERAY & BE~N GOLE~A NEW,dwg, F~LF~VATIONS 1, 9/1/2009 1 25) 25 Pi~, 1 I EAST ELEVATION 1/4"=1'41" G WEST ELEVATION 1/4"=1'-0" REVISIONS DRAWN: JG SCALE: 1/4"=1'-0" lOB #: DECEMtlER 8, 2008 SHEET NU3,'IBER: A-5 REVISIONS _ _ _ 1 __~~ . ~, ,,/,-o ,, ,,'-o % ',~ I:1 ¢ , .c ~ ~, ENTRY INTE~OR ELEVATION (~1~ ISECTION k~ 1/4"=1'-0" D~: JG ;~;~ ~" ~ S~: 1/4"=l'-0" REVISIONS [- 1 I i , I--~.~ I I i:I__ EXISTING " " ' IL-- m m J m m m m m m m m m m m m m , ' ' , ' mF [ ' )' ---~" I I I I I I [ I m i m I m ~IS~NG r --- u [ I m i i B~ENENT I I I I~ 0 " '' ' '"' ' ' ' '"' U": ( i m I I I I I ~ ~00~ I I D~RK RO0~ J I L I i m m ~v~, - I I I I ~ m~p I ~ I ~] ~ j~l u !1 I: I ~ I I ~ I~1 i' I ~ I.~l I l: I ~ . I ': I ~ ~/~m~ ' - '." ~,, ~,o~ _~~ 0 ~o I "" '-' -. - ' -~ I j ~...~, ,~o~ SCAT,R: ~/4"=1'-0" FOUNDATION ELECT~CAL P2N ~~ .~..~,~oo~ ,/4..=~..o. ~ FIRST FLOOR ELECT~C~ P~N ~K~2.... :~Z~ s~ Nu~ C'\Documents m~d Settings\User\My D octunent~\AUTOCAD \MKS\EREY & BENGOLEA\ERAy & BENGOLE~&-NEW dxvg, fdn & first dec, 9/1/2009 l 1:56:33 A2M, 1:1 REVISIONS_. NEW £ ECl( NEW IvlASTER _NEW NEW SITTING ROOM (f'_ 2 '~, SECOI_~D FLOOREiECTRICM, .~ . , PLAN' _ ....................... NEW NEW / 0 SC/[LE: 1/4"=1'-0" DECE~F~ 8, 2008 SHEET NUt'El1: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, RAFTER -- ~ 0 ENDWALL CRIPPLE STUD WALL STUD -~, S OTTOM PLATE · HEADER LEDGER B ATMTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATJON 1ST. ADS5 HOLD DOWN CONNECT TO 1 BiDE OF ALL CORNERS · ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO NAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO I SIDE OF ALL CORNERS ON LOCATION JSP NUMBER DESCRIPTION APPLICATION LOCATION !USP NUMBER DESCRIPTION APPLICATION ~AFTER SIZE JSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH ~E FLOOR 40LB DOWN BOTH BOT. PLATE OF 2NB FLOOR AND TOP JOIST DIRECTION WITH (2) dOISTS. UNDER WALL. 2NB. ADS5 ANCHOR PLATES OF ~ST FLOOR. CONNECT THROUGH ALL OPENrMGS LSTA12 1/4"x12" 20~a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1 1/4"x24" 20ga. S~AP ~PP~Y OVER RIDGE TO EACH RAFTE~ 2x6 2x8 LS26 ~Bga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIS~ NOT DIRECTLY UNDER PARALLEL WALLS. PROVIDE FHE FLOORS TO EACH OTHER W/ THREADED ROD ALL OPENINGS RT3 OR R~ TYDOWN ANCHOR &PPLY TO EACH CRIPPLE STUE 2X10 LS210 8ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKINO ~2~"OE  ~ THROUCH-ROOF EXHAUST  V/ ~~NTS SELECTED AND CATED BY CORTRACTOR SILL PkATE(S) ~ RAF~RS MAiNTAiN M~NIMUM NET FREE ~NTILATfNO AREA ~ ~ I ~,~ , A > ~ ~,.~ ,~ ~ ~~~' , l , COMPACT FILL = GARAGE I///// ,o,~ f ',~ ~" BLAB , -LOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION 4" 8" LSTA.36 1/4"x36' 18ga. STRAP AND JACk STUDS ON ALL OPENINGS INSTALL ~-'0" O.C. 8" 16" MSTA4B 1/'¢"xCB" 16ga. STRAP AND JACk STUDS ON ALL CPENIr,IDS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOkX/MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, 4" MAX, ~ RAFTER -- RIDGE RAFTER USING 1/2" DIA. BOLTS ~16"OC WITH WASHERS ?-AFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. STAIR RAILING OPEN BALUSTER HANDRAILS 1-1/2" SPACE MINIMUM ATTACHED TO ~("AI I HANDRAIL CONNECTION ALL HANDRAILS SHALL EE CONTINUOUS THE FULL LENGTH OE THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2I' IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE 4" MAX. DIA. MAXIMUM ~ 1~ DECK/PORCH RAILING RIDGE-TO-RAFTER CONNECTION RAFTER TOP PLATE WALL STUD 2x6-2xB 2X10 USP NUMBER 18g~iESCR1PTION APPLICATION LS26 1Bga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER RAFTER TO PLATE/STUD CONNECTJON JOIST GIRDER/HEADER RAFTER RAFTER TO PLATE/STUD CONNECTION TOP PLATE '~ALL STUD LOCATION USP NUMBER DESCRIPTION RTl5 TYDOWN ANCHOR SPTH4 STUD PLATE ANCHOR RAFTER/PLATE PLATE/~ALL APPLICATION CONNECT EACH RAFTER TO PLATE PLATES TO EACH STUD CONNECT OVER GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION HOLLOW COLUMN LEDGER -- WOOD JOIfl CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS ~116"OC WITH WASHERS FLASHING TUCKED UNDER lNG AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW I/2" DIA. LAG BOLTS '¢J/WASHERS CONNECTED TO BLDG ~]B" OC FLOOR FRAMING 2x JOISTS BLOCKING FOR LAG BOLTS RIM JOIST r HANGER DECK/PORCH LEDGER CONNECTION WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HE~ ALL JOISTS CONNECTED TO A FLUSH HEADER TO B E SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FiR JOISTS APROX 1/4" HIGHER THAN LVL HEADERS TO A L LO',X; FOR SHRINKAGE. '0gOOD JOIST -- BLOCKING WOOD G]RDER SPLICED JOISTS OVER HEADER/GiRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE~ITH RTl0 TYDOWN ANCHORS ROD REQI EOR STU DOUBLE 2x (MINIMUMJ :OUPLER NUT MINIMUM END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRRI/2 INSTALL AS PER MANUFACTURERS RECOMENDATIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION r POST RIM/DECK JOIST-~ POST-TO-DECK CONNECTION USE MIN. (2) l/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION kJ (2) BEAMS PAU44ORk~IE44 POST/BEAM ANCHOR APPLYTOEACHPIE 3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE POST CONCRETE FOOTING DECK POST FTG CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4POST PAU44ORWE4-4 POST/BEAM ANCHOR APPLYTOEACHFOOTING 6Xg POST PAU66 OR kK/E66 POST / BEAM ANCHOR APPLY TO EACH FOOTING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUNI~ WIND SEISMIC FROST WINTER ICESHIELD FLOOD ENOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOADJ (MPH) CATEGORY DEPTH TEMP, REQUIRED DECK AND COVERED PORCH NOTES: girder(s) NAILING SCHEDULE ROOF SHEATHING: JOINT DESCRIPTION STRUCTURAL PANEL ROOF FRAMING: JOINT DESCRJPTIO~ NAIL NAIL QTY. ;PACING NOTES RAFTER TO 8' ~JALL: 3-8d COMMOi~ EACH TOPPLATE 10"OUALL:4-BdCOMMOI RAFTER TOE-NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 16d COMMO1 FOOT FACE NAIL TOP PLATES AT JOINTS FACE INTERSECTIONS ~ - lGd COMMOI EA, SIDE NAIL STUD TO 24" FACE DECKFRAMING: JOINT DESCRIPTION NAIL NAIL QTY. ;PACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMOt JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - Bd COMMOf END NAIL BLOCKING TO JOIST 2 - 8d COMMOi' EACH TOE END NAIL BLOCKING TO: SILL OR TOP PLATE ~ - 16d COMMOI EACH TOE BLOCK NAIL LEDGER STRIP TO BEAM 3 - I6d COMMOI EACH FACE JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - Bd COMMOP JOIST NAIL BAND JOIST PER END TO JOIST 3-16d COMMO~ JOIST NAIL BAND JOIST TO: pER GENERAL NOTES CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes· The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construct[on meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan· 3). Dimensions shai[ take precedent over scaled drawings· DO NOT SCALE DRAV/INGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construdion means, methods, techniques, sequences, or procedures, or for safety ~recautions and programs in connection with the work· There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the k~/indow and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes· 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. Wind load requirements shall be taken into account during construction, FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of fin[shed floor(s) above typical grade, 2). Ail footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry wal[s occur]ns in exterior or unheated interior areas· 4). Any new concrete wails being attached to existing concrete structure shall be installed with #$ re-bar, 18" long at 12" D,C.. Use approved epoxy for installation. 5). Unless otherwise noted, ail slabs on grade to be 2500 p.s.].. Concrete to be )outed on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing· Interior slabs to be minimum 3-1/2 inch thick· Ail fill to be compacted to 95°/0 relative density with 6" maximum ii(ts 6). Crawl spaces to be provided with a minimum 18"x24" access opening· instals one 8x16 cast iron foundation vent for every 150 sq. ft. of area· 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code· A 6-mil polyethylene film shall be applied over the below grade portion of exterior walls prior to back(sUing. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code· FRAMING NOTES 1). Ali framing techniques and methods as prescriptive design of 2006 aBC High Wind Edition ~,~/ood Framing Construction Manual· 2), Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches D.C. unless noted otherwise. 4). Unless otherwise noted, all beating wall headers to be (2) 2x]0 #2 + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of aB openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'I and 6'0 and 2x6 wall openings between 5']1 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be instal]ed with heavy duty galvinized hangers and anchors where applicable to all connecting ia]sis, 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub Floors to have ceramic tile installed shaft be verified for proper load capacity un[ess noted on plans, 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stair~veU and/c other access openings unless otherwise noted (typical). 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted· 9), Provide blocking/bridging in floor joists at 8~0 D.C.. Use solid blocking in floor joists under all bearing wails. 10). Provide insulation baffles at eave vents between rafters, Install draft blocking as needed, lt). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers· 12). Unless otherwise noted use 3/4" thick T&G PTa Fir or Advantech plywood sub(loot adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over sub(loot as per manufacture's instructions· 13). All bathroom walls to have 1/2" thick moisture-refistant sheetrock· Garage wa]is and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building to have regular 1/2" sheetrock· All walls to be taped and finished· 14). All roof with a pitch less than 4:12 shall be installed with an Ice & ~/ater barrier or approved equal· Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over, 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be instaBed with a foam sill gasket and cop-r-tax termite shield or approved equal, WIND FRAMING NOTES 1). RiDGE-TO-RAFTER ASSEMBLY: ]-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3·4· V/hen a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap· 2), RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3,3· ~Phen a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the waB stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: ~OPall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. ~Uhen wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3·3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or ballon plate with uplift connectors· Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. V/hen steel straps are iapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor baits are to be spaced between 6-12 inches from the end of a si[[ plate and all B). TYPE I BXTERIOR SHEARV~ALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" D.C. at the panel edges and 12" o.c, in the field, and 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7" D.C. at panel edges and ]0" o,c. in the field shall be in accordance with the length requirements specified in table 3dSa-b. 6). TYPE II EXTERIOR SHEAR~UALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3,15a-b times the appropriate length adjustment factors in table 3·16, 7). INTERIOR SHEARV-/ALL CONNECTIONS: Allowable sidewall lengths provided in table 3·14 shall be permitted to be increased when interior shearwa]ls are used, Sheathing and connectiions shall be in accordance with 2·4.4,2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR YUALL OPENINGS: Header and/or girder connections sha~[ be attached with uplift connections in accordance with table 3.5, Window sill plates shall be have steel connectors in accordance with table 3·5· 9). CATHEDRAL CEILING ASSEMBLY: LVhere a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shah be attached to eacll rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wail shall be be attached with the above requirements· DECK AND COVERED PORCH NOTES: I). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvin]zed ,or stainless steel 2). Girders for deck joists to be bolted to each postJ with washers and nuts, Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" diax ?" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing, Use a minimum ]/2" dia x B" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade· Porches with covered roofs shall have ]2" dia, concrete piers for the girders. 4). Deck joists to have blocking at B'O D.C.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger, Ledger to be fastened to building with 1/2" dia, bolts with washers and nuts where needed· 6). Concrete piers shall be a minimum 6" above grade. 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder (s)~ B). Covered Roofs shall be assembled and anchore'd the same manner as a typical building. PLUMBING NOTES · I). All water supply, drainage and venting to be in,tailed as per N.Y.S. Residential Construction Code. 2). Veri~ septic system with the Engineer for Suffo'lk County Health Department approval 3), If wall studs, plates or joists are cut out during i:nsta[[ation for any plumbing related work, provide adequate bracing and plates to protect arid secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2), HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code, 2), All electrical work shall be approved by a qualified Underwriter. 3), Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Construction Code· NAILING SCHEDULE ROOF FRAMING: NAiL NAiL JOINT DESCRIPTION NOTES QTY. SPACING RAFTER TO 8~ V/ALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-ad COMMON RAFTER CEILING JOIST 8~ V/ALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'V/ALL: 4-8d COMMON JOisT CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER V/FCM - SaC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION V/FCM - aBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER V/FCM - aBC END NAIL BLOCKING EACH TOE 2 - 8d COMMON TO RAFTER END NAIL RIM BOARD EACH END 2 ~ 16d COMMON TO RAFTER END NAIL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE 2 - 16d COMMON STUD O.C, NAiL HEADER TO 16" D,C. FACE 16d COMMON HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 ~ 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOK PER 2x6 STUD NAIL BO1T'OM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMMOI~ FOOT SEE NOTE: 1,2 END JO]sT OR BLOCKING FLOOR FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES JOIST TO: 4 - 8d COMMOh PEP, TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMOh EACH TOE TO JOIST BND NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMOh ENO NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMOF BLOCK NAIL LEDGER STRIP EACH FACE 3 - 16d COMMOt, TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE 3 - Bd COMMOh TO BEAM JOIST NAIL BAND JOIST PER END 3 - 16d COMMOI' TO JOIST JOIST NAIL BAND JOIST TO: 2 - t6d COMMOF PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: ] ROOF SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANEL 8d AS ,~P EFRC~vtA.B SI ~ C3 ' 8 CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY~ SPACING GYPSUM 7" D.C. EDGE ~UALLBOARD 5d COOLERS 0" O.C. FIELD WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3.9 8d COMMON PANELS V/FCM -SBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLY~UOOD 6" D.C. FIELD GYPSUM 7" D.C. EDGE 5d COOLERS WALLBOARD 10" O.C. FIELD FLOOR SHEATHING: 8d COMMOh JOINT DESCRIPTION STRUCTURAL PANELS OR LESS NAIL [ NAIL QTY. SPACING 6" D.C. EDGE [12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge· If waB sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shah be doubled, or at]emote connectors, such as shear plates, shall be used to maintain load path~ 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - ]fid nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING BUILDING HEIGHT (SEE PLANS) J TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA 2006 SBC HIGH V/IND EDITION~ V/ODD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECK5 40 ATTICS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNafU LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY (DESIGNED FOP, CAT C) LOAD PATH SEE CONSTRUCT[ON ANDV/iND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND V/INDOV/SCHEDULE FIRE PROTECTION Syn.: (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND ~X/IN D SEISMIC FROST V,/INTBR [CESHIBLD FLOOD SNO'~ SPEED DESIGN V./EATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE ROOFSHEATHING REC UIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4~ PERIMETER EDGE ZONE Bd COMMON ~ 6" O.( 8d COMMON @ 6" O.C, SEE NOTES: 1,3 INTERIOR ZONE Bd COMMON @ 6" O,( 8d COMMON ~ 12" O.C, SEE NOTES: 1 ( BOTH FIBLDS) NOTE: 2 FOR PANEL FIELD GABLE ENDV/ALL RAKE AND RAKE TRUSS 8d COMMON ~ 4" O.¢ 8d COMMON ~ 4" D.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0~49, the nail spacing shall be reduced to 6 inches o.c~ 3). Tabulated 4 inch D.C. nail spacing assumes sheathing to rafter / truss framing members with G> 0.49. For framing members with 0.42<G<0.49, the nail spacing shal[ be reduced to 3 inches D.C. 9(/ALL SHEATHING REQUIREMENTS FOR VJIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON ~ 12" O,C. NOTE: 2 FOR PANEL FIELD INTERIOR ZONE Bd COMMON ~ 6" O.C 8d COMMON ~ 12" D.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used· 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to stud flaming members with G>0.49. For framing members with 0,42<G<, the nab spacings shall be reduced to 6 inches D.C. 3). For exterior panel siding, galvin]zed box nails shall be permitted to be substituted for common nails· NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.