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Home My WebLink About34371-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPD=RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34193 Date: 02/12/10 THIS CERTIFIES ~h~t the building ADDITIONS/ALTERATIONS Location of Property: 3105 PECONIC LA PECONIC (HOUSE NO.) (STREET) (HAMLET) Co~nt¥ TaxMap No. 473889 Section .74 Block 4 Lot 16.1 subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 5, 2009 pursuant to which Building Permit No. 34371-Z dated JANUARY 5, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING SUNROOM, COVERED PORCHES, SECOND FLOOR DECK, AND THIRD FLOOR BALCONY, TO AN EXISTING ONE FAMILY DWELLING AS AppI.TRD FOR PER ZBA ~ 5852, DATED 4/27/06. ~gle certificate is issued to ERIC ROD-LEAU of the aforesaid building. & JAM~S CARDWELL ( OWNER ) SuFfOLK COUNTY DEPARTMENT OF HEALTH APPROVAL Z.Rt-rKICA5 u~-fIFICATE NO. ~LI~ERS c~KTIFICATION DA'r~u 12/11/09 N/A 4011389 05/28/09 JOSEPH TUOMEY ori~d s~nature Rev. 1/81 Form No. 6 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 wit A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and u topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. 5. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. Commemial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from amhitect or engineer responsible for the building. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: V (check one) Location of mroperty: ,.~/~")~"~ ~c~CC'~ ~(,~ /~1~.~ -~CC tq ~C House No. Street Hamlet Suffolk County Tax Map No 1000, Section 7t~[ Block Subdivision Filed Map. Pemit No. 3q} 7 1 LotI tv Lot: Date ofPermit.~O'~qgOA{'~ 200~ Applicant: t~',ot_g.q-O / ~&,~d~.Oe [/ Underwriters Approval: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ ~ DO Final Certificate: ~X~ (check one) plicant ~ignat BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 ~-} Z~ - ~/- CERTIFIES THAT Upon the application of upon premises owned by HUBBARD ELECTRIC 178 HUBBARD AVE RIVERHEAD, NY 11901, JAY CARDWELL 3105 PECONIC LN PECONIC, NY 11958 Located at Application Number: 4011389 Section: Block: Described as a Residential 3105 PECONIC LN PECONIC, NY 11958 Lot: Certificate Number: 4011389 Building Permit:. BDC: ns11 occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Third Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the2Sth Day of April, 2009. Name QTY Alarm and emergency equipment Sensor 2 Appliances and Accessories Dish Washer 1 Exhaust Fan 1 Range 1 Service ServicelPhase3w Service Rating200Amperes Wiring And Devices AFCI 3 Dimmer 31 Fixture 61 Lighting Track 15 Outlet 61 Outlet 84 Receptacle 1 Receptacle 9 Receptacle 49 Continued on Next Page Rathe Rating Circuits Twe 0 0 0 1.2 KW 0 F.H.P 0 50 Amps Carbon Monoxide 0 0 120V 0 Incandescent 0 0 Fixture 0 Gen, Purpose 0 20a-laundry Appliance 0 GFCl ~ _ seal I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by HUBBARD ELECTRIC JAY CARDWELL 178 HUBBARD AVE 3105 PECONIC LN RIVERHEAD, NY 11901, PECONIC, NY 11958 Located at 3105 PECONIC LN PECONIC, NY 11958 Application Number: 4011389 Certificate Number: 4011389 Section: Block: Lot: Building Permit: * BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Third Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on thezsth Day of April, ]009. Name QTY Rathe Rating Circuits Twe Switch 36 0 Gen, Purpose 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 12-I1-09;18:10 97220227 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New Yo~ 11971-0959 Telephone BUILDING DEPARTMENT TOWN OF 81OU'r~sOLD · C E, RTIFICATi.ON I certify that the raider used in the water supply system contains kas than 2/10 of 1% Sworn to before me this 1 / ~y o r ])ec.t-4'v--/,qA, 2oOq (/ Nota~ Public, ~~CCounty JEAN E IIEgBEqD Notary Pubtic, Slate ol ,qow No. 50446/G OualiNed m Sutlolk Coullty I f Commission Expires June 5, 20 ~,~ \ '-(ilumbcrs Signat3~): '? [ ' : ': FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERi, IT NO. 34371 Z Date JANUARY 5, 2009 Permission is hereby granted to: ERIC ROULEAU & JAMES CARDWELL 21-06 23RD AVENUE LONG ISLAND CITY,NY 11105 for : ADDITIONS & ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL. SPRINKER REQUIRED PER NYS CODE. REPLACES BP 32608 at premises located at County Tax Map No. 473889 Section 074 pursuant to application dated JANUARY Building Inspector to expire on JULY 3105 PECONIC LA PECONIC Block 0004 Lot No. 016.001 5, 2009 and approved by the 5, 2010. Fee $ 375.90 ~'"~ ~utSorized Signature ORIGINAL Rev. 5/8/02 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. 3~08 Z Date JANUARY 2, 2007 Permission is hereby granted to: ERiC ROULEAU JAMES C DWELL 21-06 23RD AVENUE ~ A~T~R-I-~,NY 11105 ~ for : ~O~-~[~ C,'"~ ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL. SPRINKLER REQUIRED PER NYS CODE. at premises located at County Tax Map No. 473889 Section 074 pursuant to application dated DECEMBER Building Inspector to expire on JULY Fee $ 375.90 3105 PECONIC LA PECONIC Block 0004 Lot No. 016.001 20, 2006 and approved by the 2, 2008. ~ed~re~ Rev. 5/8/02 ORIGINAL 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. ~3~6~.8 Z Date JANUARY 2, 2007 Permission is hereby granted to: ERIC ROULEAU & JAMES CARDWELL 21-06 23RD AVENUE ASTORIA,NY 11105 for : ~LDDITIONS AND ALTEP~ATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL. SPRINKLER REQUIRED PER NYS CODE. at preuLises located at 3105 PECONIC LA PECONIC County Tax Map No. 473889 Section 074 Block 0004 Lot No. 016.001 pursuant to application dated DECEMBER 20, 2006 and approved by the Building Inspector to expire on JULY Fee $ 375.90 2, 2008. ~ure ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 /INSPECTION ] F/J~JNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUC'IION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY ~ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE /f~" f-*- ~)~ INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI ON [ ] FOUNDATION 1ST [,~'~ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTJ~)NSTRUC~ON [ ] FIRE RESISTANT PENETRATION REMARKs:__~_~_~~//~ ~,_~~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]/RIDUGHPLBG. [ ] FOUNDATION 2ND [I/] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RES/~T~NETRATION REMARKS: ~~ DATE / / INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ~c~INSULATION ,/~ ,~ [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ~.~RE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 5-~ --~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ] FOUNDATION 1ST ] FOUNDATION 2ND FRAMING / STRAPPING ] FIREPLACE & CHIMNEY DATE -~'}-'~ ~.-- ' NSPECTOR /~/~/~ // TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: ~'~ [ ] INjfUL'ATION [,/]~FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR~j~ Date: October 24, 2008 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Soufl~old Building Dcpt. Re: Insulation Inspection Rouleau 3195 Peconic Avc. Peconic, NY Pemfit# 32608 ~'¢_Do..x~'~'6~ ~LOb. DEPT. To Whonl It May Concern: An Insulation, Fire Caulk, Fire Blocking Inspection was prefom~ed at fl~e above mentioned property; all Insulation, Fire Caulking, and Fire Blocking was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. ~x~$hlclrely James J.~c'X~koski P.E. FIE E TIONREPORTJ DATE I¢ COMMENTS FOUNDATION (1ST) ...................................... /o,/~, STATE ENERGY CODE ~DITION~ CO~ENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN.ALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 VAX: (631) 765-9502 www. northfork, net/Southold/ PERMIT NO. Examined r 20__ ; iPsParp;;~d¥ e d a/c /~ ?~' ~--~~~ ~ APPLI TI BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Contact: ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building inspector issues a Certificate of Occupancy. fi 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 1 $ 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. / (Sigfiature of applicant or name, ifa corpora~4~) (Mailing addr' 'ess of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises £~,,e ~oc/&6~Cx ~ c:~&q-~o_~5 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which llr, oposed work will be done: 3/o5' '?g c House Number Street Hamlet County Tax Map No. 1000 Section O-/q/, Or) Block (fl. OO Subdivision Filed Map No. (Name) Lot / {a. O0 I Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy "~ b. Intended use and occupancy Nature of wo[,k~ (check which applicable): New Building Repair ~ Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars - 0 -- Fee Addition ~w' Alteration ~/ Other Work .r~l~LO~ ~l-I,~q'~ (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. 10. Date ofPurchase ..3/Z.t/o.~ Name of Former Owner 1 l. Zone or use district in which premises are situated Dimensions of existing structures, if any: Front Height ~ ~ ~ Number of Stories Dimensions of same structure with alterations or additions: Front Depth ~ ~Jo ~c~ Height ~ ) ~ Number of Stories ~ , Dimensions of entire new const Height ~ Number of Stories Size of lot: Front ~ ~ O ~ Rear k ~O .Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO X 13. Will lot be re-graded? YES__ NO ~, Will excess fill be removed from premise, s? YES NO ~ q. ~ames o~uwner o~premises ~ C~dress ~o~ >~ ~ ~c ~ Phone No. ~4~ -30Z g Iq ~ NameofArchitect ~;M{om~ Addressqi,O~¢& PhoneNo Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland. YES NO * 1F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF__.). . .m ~ ~, ~_~/~,] t/~fff~ being duly sworn, deposes and says that (s)he is the applicant ~' -Q(lame of~iv~al"~i~n~ng contrac,~above named, ~)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and 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 t' [~_F'~ day of .[)'~ 20 O~. 4t.4939292 2007 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 27, 2006 TO: Eric Rouleau 21-06 23rd Avenue, Apt. C3 Astoria, NY 11105 Please take notice that your building permit application, dated December 29, 2005 For permit for alterations to a non-habitable attic at Location of property 3105 Peconic Lane, Peconic, NY County Tax Map No. 1000 - Section 74 Block 4 Lot 16.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this 25,700 square foot parcel, in the R-40 District, is not permitted pursuant to Article IIIA, 100-30A.3, which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density Residential R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule, with the same force and effect as if such regulations were set forth herein in full." t~2 ½ stories. The proposed alteration converts the attic to a third CC: file, Z.B.A. Bulk Sch~mits J~o~n ~llis, }6~er Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 27, 2006 AMENDED: February 6, 2006 TO: Eric Rouleau 21-06 23rd Avenue, Apt. C3 Astoria, NY 11105 Please take notice that your building permit application, dated December 29, 2005 For permit for alterations to a non-habitable attic at Location of property 3105 Peconic Lane, Peconic, NY County Tax Map No. 1000 - Section 74 Block4 Lot. 16.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this 25,700 square foot parcel, in the RO District, is not permitted pursuant to Article IIIA, 100-30A.3, which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Residential Office (RO) District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter, with the same force and effect as if such regulations were set forth herein in full." Bulk SchgduL--t~its a building to 2 ½ stories. The proposed alteration converts the attic to a third sro --'D'~aamon Rallif, Permit Exarr3?I~'-~ CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 7','~_ FII~DINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 27, 2006 ZB File No. 5852 - ERIC ROULEAU and JAMES CARDWELL Property Location: 3105 Peconic Lane, Peconic CTM 74-4-16 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review fails under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 25,700 square foot parcel has 150 feet along the west side of Peconic Lane, Peconic, and is improved with a 2-1/2 story home, as shown on the September 11, 1978 survey prepared for a previous owner, Louise O. Day, by Roderick VanTuyl, P.C. BASIS OF APPLICATION: Building Department's February 6, 2006 Notice of Disapproval, citing Section 100- 30A.3, in its denial of an application for a building permit to construct alterations to the existing non-habitable attic. The reason stated by the Building Inspector in the denial is that the Code limits a building to 2-1/2 stories, and the proposed alteration converts the attic to a third story. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 30, 2006, at which time written 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 wish to construct alterations which will result in an increase of 365 square feet of habitable floor area to the current non-habitable third floor space. The 365 square foot increase is equal to about half of the lower first two floor areas. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicants are renovating the existing home, adding a sunroom with deck accessible from the second floor, adding a similar mol deck accessible from the third floor over the existing second floor, and increasing the roof height by 2 ft. 6 inches to allow habitable floor area in the third story attic floor area. The third floor addition was previous construction in the 1940s, and will also convert a relatively flat roof to a pitched roof, and add to dormers that are contextual to the original architecture. The applicant is recreating the third floor of the home that was built in the early 1900s. Although the Code does not allow third- story homes based on the limitation of 2-1/2 stories, the Board does feel that with reasonable conditions, the result will be favorable to the architecture and integrity of the house, adding to the value, safety, and character of the house and the neighborhood. Page 2 - Apd( z'/, 2006 ZB File No. 5852 - E. Rouleau and J. Cardwell CTM No. 74-4-16.1 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The home was built in the early 1900s and a part of the third level was used as habitable area, before it was converted to the existing non-habitable attic. 3. The difficulty was created when the third floor was altered and re-designated an attic by previous owners. 5. 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. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy alterations to the existing dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. As a condition to this variance, the dwelling will have installation of a complete fire suppression system (for all floors). 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 Goehringer, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on the applicants' elevation and building diagrams date stamped Feb. 14, 2006, and a copy of a J. Ehlers surveyor map received from the applicants on February 14, 2006, subject to the following condition: That a complete fire sprinkler system shall be installed by the applicants. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not 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 the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Dinizio, Simon, and Weisman. This Ruth D. OINa, Chairwoman 6/q~-/06-Approved for Filing Permit Numbex REScheck Compliance Certificate Checked By/D e New York State Energy Conservation Construction Code REScheck So~Nvare Veasion 3.6 Release 2 Data filename: C:~Protomu Files\Check~REScheck\CARDWELL.rck COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detachod I or 2 Fa~nily HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.17 DATE: 11/15/05 DATE OF PLANS: 11/2005 PRO~ECT DESCRIPTION: Catdwell Wells nj. Pecunie, NY COMPLIANCE: Passes Mtmimum UA = 220 Your Home UA = 214 2.7% Bett~x Tha~ Code (UA) Cn, oss Gla~ng Area or Cavity Cont. or Door perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling (no attic) 535 30.0 0.0 Wall 1: Wood Fmm~ 16" o.c. 1488 13.0 0.0 Window 1: Wood Frame:Double Pane with Low-E 141 Window 2: Wood Frame:Double Pane with Low-E 55 Door 1: Glass 58 Floor 1: All-Wood Joist/Tress:Over Unconditioned Space 290 30.0 0.0 18 101 0.330 47 0.350 19 0.330 19 10 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, speci~cations, and oth~x calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Pm~:ssional has stemped and signed this page, they are attesting that to the best of his/her knowledge, belietj mad professional judgment, such phms or specifications an: in compliance with this Code. Builder/Designer -~,t:~q~_~% -_J t'~ff~fle-~V~D~,.~ Date [I ~ O~~ RFScheclc Inspection Checklist New York State Energy Conservation Construction Code REScheck Sogw~e Version 3.6 Release 2 DATE: 11/15/05 Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] C~ilings: 1. Ceiling 1: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: 1. Window 1: Wood Fraxne:Double Pane with Low-E, U-gctor: 0.330 For windows without labeled U-factors, describe t~atures: # Panes Frame Type_ Thermal Break? [ ] Yes [ Comments: ] No Window 2: Wood Frame:Double Pane with Low-E, U-tb~ton 0.350 For windows without labeled U-factors, describe l[:atures: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No 1. Door 1: Glass, U-bctor:. 0.330 Comments: F]OOFS: l. Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that ave sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" elesnmce gom combustible materials. Ifnon-IC rated, the 6xture must be installed with a 3" clearance gom insulation. Vapor Retarder:. Required on the wa'm4n-winter side of all non-vented i'amed ceilings, walls, and ~oors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipmcot must be identi~ed so that compliance can be determined. Manmfumm:r manuals lbr all installed heating and cooling equipment mad service water heating equipment must be provided. Insulation R-values and glazing U-fiatovs must be dearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to Supply ducts in unconditioned spores must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R- Return ducts in unconditioned spaces {except basc~nents) must be insulated to R-2.. Insulation is not required on retum ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. T apes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must pmvide a means ~r balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable oflmtomatieally adjusting the space temperature set point of the largest zone. Elec~ic System~: Separate decUic meters ~e required fir each dwelling unit. Fireplnces: Fireplaces must be installed with tight fitting non-combustible fireplace doom. Fireplaces must be pmvided with a source of combustion air, as required by the Fireplace construction pmvisiuns of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water hemers with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Wate~ Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/offheater switch and require a cover unless ove~ 20% of the heating energy is ~om non-dapletablc sources. Pool pumps require a time dock. Heating and Cooling Piping Insulation: HVAC piping conveying luids above 105 OF or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thidmess in Inch~s bv Pine Sizes Heated Water ' · Ciroda~ino Mains mad Runouts ~llgglilgllr~ Upto 1" ~ ~ Oveac 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pioe Sizes pinine Svstera Tvocs Healing Systems Low PrcssuredT ernperatutc 201-250 1.0 1.5 1.5 2.0 Low T e:nperdttWe 120-200 0.5 1.0 1.0 1.5 Steam Condensate (Er feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Retigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) . . . Fire Prol~c~io~ b~ Computer Design Job Name Drawing Location Remote Area Contract Data File Atlantic Fire Sprinkler P.O. Box 1052 Riverhead, NY 11901 631-288-7692 3105 PECONIC RD. 1 SOUTHOLD, NY 1 3105-Pec.wxl Atlantic Fire Sprinkler Page 1 3105 PECONIC RD. Date 081808 HYDRAULIC CALCULATIONS for Project name: 3105 PECONIC RD. Location: SOUTHOLD, NY Drawing no: 1 Date: 081808 Design Remote area number: 1 Remote area location: 2 MOST REMOTE HEADS Occupancy claesification: RESIDENTIAL Density: .0620 - Gpm/SqFt Area of application: 2 HDS - SqFt Coverage per sprinkler: 256.00 - SqFt Type of sprinklere calculated: RESIDENTIAL CONCEALED No. of sprinklers calculated: 2 In-reck demand: - GPM Hose streams: 50 - GPM Totel water required (Including hose streams): 82.216 - GPM Type of system: WET Volume of dry or preaction system: - Gal Water supply information Date: Location: NEAREST HYDRANT Source: ATLANTIC FIRE SPRINKLER Name of contractor: Atlantic Fire Sprinkler Address: P.O. Box 1052 / / Riverhead, NY 11901 Phone numbe~'. 631-288-7692 Name of designer: C.M.R. Authority having jurisdiction: SOUTHOLD FIRE MARSHAL Notes: (Include peaking information or grfdded systems here.) 56.4909 - Psi Water Supply Curve (C) Atlantic Fire Sprinkler 3105 PECONIC RD. Page Date 2 081808 City Water Supply: Cl - Static Pressure : 78 C2 - Residual Pressure: 64 C2 - Residual Flow : 1176 Demand: D1 - Elevation D2 - System Flow D2 - System Pressure Hose ( Adj City ) Hose ( Demand ) D3 - System Demand Safety Margin 13.354 82.216 56,491 82.216 21.407 P R E S S U R E 150 140 130 120 110 100 90 80 7O 60 5O 40 3O 20 10 Cl 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Atlantic Fire Sprinkler 3105 PECONIC RD. Fitting Legend Abbrev. Name Page Date 3 081808 % % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow Fsp Flow Switch Potter VSR S Generic Swing Check Valve T g0' Flow thru Tee 2 2 2 3 4 5 6 Z 8 10 12 14 18 22 27 35 40 45 Fitting generates a Fixed LossBased on F~w 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 5O 61 109 130 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units inches Feet US Gallons per Minute Pounds per Square lnch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' Pressure / Flow Summary - STANDARD Atlantic Fire Sprinkler 3105 PECONIC RD. Node Elevation K-Fact Pt Pn Flow No. Actual Actual Density Page Date 4 081808 Press D001 26.833 5.6 8.2 na 16,04 0002 26.833 5,6 8,35 na 16,18 4 27.333 8.18 na 1 27.333 8.33 na 2 27.333 8.66 na 3 27.333 8.83 na R3 27,333 12,36 na R2 18.667 18.64 na R1 10.0 24.88 na TOR 0.0 36.72 na BOR -4,0 44.31 na 50,0 SRC -4.0 56.49 na 0.062 0.062 256 256 8.2 8,2 The maximum velocity is 14,83 and it occurs in the pipe between nodes BOR and SRC ' ' I~in'al Calculations - Hazen-Williams Atlantic Fire Sprinkler 3105 PECONIC RD. Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv, Ln, Total Pf Pn Date Page 5 081808 Notes ****** D001 16.04 1,101 1E 3.825 0.500 8.200 K Factor = 5.60 to 150.0 0.0 3.825 -0.217 4 16.04 0.0453 0.0 4.325 0.196 Vel = 5.41 0.0 16.04 8.179 K Factor = 5.61 D002 16.18 1.101 1E 3.825 0.500 8.348 K Factor = 5.60 to 150.0 0.0 3.825 -0.217 1 16.18 0.0460 0.0 4.325 0,199 Vel = 5.45 0.0 16.18 8.330 K Factor = 5.61 4 16.04 1.101 1T 9.563 4.790 8.179 to 150.0 0.0 9.562 0.0 3 16.04 0.0452 0.0 14.352 0.649 Vel = 5.41 0.0 16.04 8.828 K Factor = 5.40 1 16.18 1.101 1E 3.825 3.250 8.330 to 150.0 0.0 3.825 0.0 2 16.18 0.0461 0.0 7.075 0.326 Vel = 5.45 2 0.0 1,101 0,0 3.750 8.656 to 150.0 0.0 0.0 0.0 3 16.18 0.0459 0.0 3.750 0.172 Vel = 5.45 3 16.04 1.101 2E 7.65 13.833 8.828 to 150.0 0.0 7.650 0.0 R3 32.22 0.1644 0.0 21.483 3.531 Vel = 10.86 R3 0.0 1.101 1E 3.825 11,583 12,359 to 150,0 0.0 3.825 3,753 R2 32.22 0,1643 0.0 15,408 2.532 Vel = 10.86 R2. 0.0 1.101 1E 3.825 11.250 18.644 to 150.0 0,0 3,825 3.754 R1 32.22 0.1644 0.0 15.075 2.478 Vel = 10.86 R1 0.0 1.101 1T 9.563 36.167 24.876 to 150.0 0.0 9.562 4.331 TOR 32.22 0.1644 0.0 45.729 7.516 Vel = 10.86 TOR 0.0 1.101 1E 3.825 4.000 36.723 to 150.0 1S 9.563 13.387 4.732 * Fixed loss = 3 BOR 32.22 0.1644 1Fsp 0.0 17.387 2.858 Vel = 10.86 BOR 49.99 1.505 0.0 60.000 44.313 Qa = 50.00 to 150.0 0.0 0.0 0.0 SRC 82.21 0.2030 0.0 60.000 12.178 Vel = 14.83 0.0 82.21 56.491 K Factor = 10.94 Commlf~r Pmor~m~ hv Hvdr~t,~r:. Inn Rm~t~. 11 1 Windhem N H [JRA 0.3{3R7 PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. PP-,,O NT ELEVATION .,~CALE: I/4": I '-0" CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. 'UNDERWRITERS CERTIFICATE REQUIRED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW YORK STATE. Il FLOOD ZONE ~ COMPLY WITH CHAPTER "46~ FLOOD DAMAGE PREVENTION $OU~'HOLD TOWN CODE, RETAIN sTORM WATER RUNOFF PURSUANT TO SECTION 45-100 OF THE TOWN CODE. PLUMBING ALL pLUMS~NG wASTE & WATER L~NBS NEED TESTING BEFORE APPROVED AS NOTED DATE: I_.~_~.__ S,P. NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR RESIGN OR CONSTRUCTION ERRORS. cOMPLY WiTH ALL cODES OF NEW yoRK sTATE & TOWN coDES AS REQUiReD AND cONO[T~ONS OF N,~ S, OEO OCCUPANCYOR USEIS UNLAWFUL WITHOUTCERTIFICATE OF OCCUPANCY PAGE: LEFT SIDE ELEVATION ~CALE: I/4"---- I'-O" PAGE: 2 R. IGHT SIDE ELEVATION ~Z Z ~ PAGE: 3 I~EAI~ ELEVATION SCALE: I/4": I'-0" PAGE: 4 &" ?. CONC. FOUNDATION LIN~ Of DECK ABOVE; WALL W/ 1'-4"X ~"d. ~TG. U'Y ~" ~M BOA~ - - I o¢ ' ' ~ISTING TO ~MAIN / FOUNDATION ~CALE: I/4" = 2- I 3/P'X~ ~DEC~MATE~ - / HdAO"E HEIGHT ~, ALU ~ LVL H[I DER -' ~~ PO~( ;H ¢ - / ~. AL~ _ ~ ~< - _ NEW 5UNROOM _~o ~ ~._~..~.,. ~'. ~'. ~' ~ ~ NEWE -o~ ~ d q -- ~ MATCH NEW filRISH FLOOR S ® - ~ ~ H~I6HT WI ~IbTING ~T6HEN j ~%% 2- I 3/4"X II 7/~" FINISH~B fL~R ~ 2 I 3/4'T~ I I 7/8" u~ ~UH~ co~ mo~ TO ~MAIN ~ N~W T~MME~ O~BNING ., .. ,,, ,, ~CALE: I/4": I'-0" PROV L~AD PAN UNDER DOO~ STUDY 0 ~ ~I~TING BEDROOM END BATH ~--. T CONNECTOR FLXIBTING BEDROOM , EXISTING BEDROOM .~I=CON D FLO0 P-. ,.%CALE: I/4" = t '-0" PAGE: ¥ DECK DATH UNFINIDHCD ATTIC EX[~TrNG D~D~.OOM ,~A o 3'-O" KNEE ~¢ALL OPEN RAiL OPEN 5HELVE5 z I THIRD FLOOR ~CAL[~: I/4" = ILO'' I I I P--,,O 0 F PLAN .~CALE: I/4" = I'-0" PAGE: Z AR.CNITECTURAL~ (~ ~ - JZ" ~NGC.J. TO ~MAIN J ill 2 X~ C.J. IG'O.C, ~ 2"X ~" C.J. IG' O,C. ~ ~KOV. TOKCH gO~ I -I / ] ,- / %ISTE~DTO~ISTINGC.J, // ~ ~OOFM'SCUPPE~'D~IN ~ ~ / TO ~N I EXISTING C.J. TO RI~MAIN / / * COLUMN TO ~MAIN eXISTING ~ISTING P,C. TO ~MAIN DUILDING 5~CTION "A" I0 GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING SCHEBBLE 1. The information on this set of construction documents it to relate basic design 1. All walls, 2x4 and 2x6, to be stud grade or better 16" o/c. All other framing material TAB L E 3 1, IN C L U D IN O 3.3 A N D 3 g intent and fTaming detaita. They are intended as a construction aid, not a substitute to be ~2 douglas tlr or better. 1995 S B C HIG N W IN D E D iT IO N W O O D F R A M E n O N S T R U C T ~O N M A N U A L for generally accepted good building practice and compliance with current New York J O IN T D E S C RIP T IO N N A IL Q LI A L IT Y N A IL S P A C IN S state bu[Idtag codes. The general contractor is responsible far providing standard 2. All wood framing in contact with concrete or masonry to be pressure treated. construction details and procedures to ensure a professionally finished, structurally R o o F F R A M IN G sound, andweatherproofcomptated product. 3. Providedoublefloorjoistsunderallwa[ta parallelfaflcorjoist span dlrection unless ~AFTER TO TOP PLATE TOE NAILED a'~o" WALL: 3-8d ~ER RAFTER 2. General Contractor to coordinate all sub contractors, scheduting of work, and interaction between trades. 4. Providex-bracingorsolid blockingat amaximumofS'-0"o/c foralldlmensionaf ~EILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3 7 ~ACH LAP 3. The general contractor is responslbta far ensudng that ail wore and constmcflon ~ L O C K IN G T O R A F T E R T O E N A IL E O 2 -8 d meetaorexceeds current federal, state, androcalcodes, ordinances and regulations, 5. Floorconsftucflon:~"tongueand groove plyWood subfioor. F~nished materialto be :~IM BOARD TO RAFTER END NAILED 2-16d ---ACH END etc. These codes are to be considered as part of the specifications for this building applied over subfioor. Glue and screw plywood decking to floor joists. ~ A ~. L F R A t~ ~N G and should be adhered foevenifthey are in variance with the plan. top PLATE TO TOP PLATE FACE NAILED 2-1§d 6. AIIwindowaeddoorheaderstobeminimum (2)2xl0untassothe~visespecitied. top PLATES AT INTERSECTIONS FACE NAILED 4-16d IOINTS - EACH SIDE 4. Dimensionsshalltakeprecedentoverscale drawings (do not scatadrawings). Allintedor headerstobe (2)2x10 untassothem~isespec~lied. ~TUD TO STUD FADE NAILED 2.1Sd !4" O/C 5. The designer has not been engaged for construction supervision and assumes no 7. Provide fail solid blocking under all beadng walls. responsibifity forconstructfancoordinatingwiththese plans, nor responsibifitythr tOTTOM PLATE TO FLOOR JOIST, 4-1§d PER 2X8 STUD constructtanmeans, methods, techniques, sequences, orprocedures, or forsafaty 8. AIIbeamstohaveadequal~beadng at each end or as specified. ~ANDJOIST. END JOIST, OR BLOCKING FACE NAILED 2-18d *~ PER FOOT specific use expressed or implied in the use of these plans. 9. All flush beam and joist intersections to have galvanized hangem. =l. 00 ~ F R A M ~N e 6. Refer lo floor plans, exterior elevations, and window schedule for types and sizes of 10. Typical extedo~ walls and mol to be sheathed with %" extedor grade plywood or I L O C I( I N G T O J O is T T O E N A I L E D 28 d E A C H E N D windows. All windows to be Andersen high performance quality or approved equal. 7116" ORB plywood, group 1, APA rated. Plywood to span over all plates and ~ L O C K IN G T O S I L L O R T O P P L A T E T O E N A IL E D ~ - t 8 d E A C H B L O C K 7. ODor and window headers to align unless otherwise noted. B A N D J O IS T T O J O IS T E N D N A I1 E D 3 - 16 d P E R J O IS T 8. General contractor is ta ensure that masonry and prefabdcated fireplace R O O F $ H e A T H IN G construction meets or exceeds all manufacturer's specifications and applicabta codes. 12. Exterior flashing to be correctly installed at all connections between roofs, wa,s, chimneys, projecflons, and penetraflons as required by appreved conslruction STRUCTURAL PANELS ~ERIMETE~=lS"OIC~6"ATPANELEDGES 10. Provide hardwiredsmokedetectom, w~thba6erybackup, on ail fioors aed in each PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED bedroom, verifY with local code requirementa as per Secflon R317, New York State 14. Provide appropriate soffit ventilation at overhangs. CEILING SHEATHING Residential Constmcbon Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES G Y P S U M W A L L B O A R D 5d C O O L E R S 7" E D G E I 1 O" FIE L D GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all appllcabta code and s T R U C T U R A L P A N E L S 4' E D G E Z O N E - 16" O lC - 6" A T P A N E L E D G E S A N D 1 1. General contractor to reviewptans, etavafions, and detaita to determine ireeeded a~ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD heights of finished floor(s) above typical grade. 2. If wall p[atas or joists are cut dudng the installation of plumbing fixtures or F lB E R B O A R D P A N E L S 7 / 18" § d ~" E D G E I 6" F I E L D equipment provide bracfag to fie training backtagether. ~YPSUM WALLBOARD 5d COO LERS 2. All footings to rest on undisturbed soil. GENERAL HVAC SYSTEM NOTES HARDBOARD ad . INTERMEDIATE SUPPORTS IN THE PANEL FIELD concretearmasonrywallsoccurdnginexteflororunheatedirdedorareas. 1. Mechanicalsubcontractorls responsibta foradhedngtoallapplicablecodesand ad . AT INTERMEDIATE EUPPORTE IN THE PANEL FIELD safety requirements. =L O O R S H E!A ~' H IN ~ Intedor stabs to be ptaced on 6 mil. stabllizedpolyethytanevaporbarder. 2. HVACsubconthactorto fatiycoord[nafaallsystemdataaedrequirementawiththeI r NAiLiNG REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6, OiC AT THE PANEL EDGE, iF WALL SHEATHING iS NAILED 3" O/C AT THE 3. HVACsubcontraclor toprovideflnalsystemlayoutdrawing and submitittogeneral {EDUCED TO 1018d NAiL PER FOOT 6. General contractor to install cop-r-tax (or copper) sheet metal termite shields contractor, owner, and equipment supplier for final review and approval bebveen ail wood surfaces that are exposed to concrete or masonry surfaces. 7. Dampproof extedor of foundafion with a bituminous coating as per cede and soilNEW CODE conditions. GENERAL WIND PROTECTION CONNECTION NOTES 19~6 SBC H(~H W~'~ E~W3O3 FR, zWE Adapted from Standard for Hurdcane Resistant Residential Construction; SSTD t0-99 CCI',t5 th~'IICNMANU/~ and 1995 SBC High W~ed Edition Wood Frame Constmctmn pA/-I~ SPACING 16' O'C GENERAL FLOOR PLAN NOTES FastanersaedConnecfarsforWoodFrameConstruction ....... r ROCFPrrc ROCFSPJ I I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1. Dimensions shall take precedent over scale drawings (do not scale drawings). 1. A continuous Icad path between footings, foundations wal~s, floors, studs and roof 1995 s EC HIGH WIND E DITIO N W ODD 12 ;~0 2~ 3( WEA~IE RING SEVERE framing shall be provided, i~.~TE_~_S?~A~i~E3~._O_~LJ 3:1; 5 8 11 1~ FROST LINE DEPTH 3L0" 2. All intedor watis to be covered wgh %" gypsum board with metal comer retafaming. 12(7 mph FASTE_ST WINDSPEED 4;1~, 6 ~ 11 TERI~ITF~ MODERATE TO HEAVY I~ 2. Approved connectors, anchom and ofaer fastening devices not included in the --- -- DEC~Y ~ SLIGHT TO MODERATE Tape, float, and sand (3 coats). .;Il Standard Butiding Code, Table 2306.1 shall be installed in accordance with ROOF ROOF N U MB ER 5:1; 5 7 '( WIN~R DESIGN ~MP. 11 3. Waits common to garage and house to have atayer of fi/fi", fire raied gypsum board manufacturers re~ommendattans. PITCH _.S PAN (ft) OF N AILS 7:1; : __ _4 ,~ ~ ICE SHIELD _1~~ AB PER MANUFACTURER'S atgaragesidewith5'-0"retumonadjacentwallaandceiting. Manufacturedlumber 4:12 12 3 ~[1~ ,' 3 ~ ~ L~,~'~E~P~..~NE~,~% §~i~'IC--A~J~,g,~ODE requires 2 layers of 5/8", fire rated gypsum board. 3. Metal plates, connecters, screws, bolts, and nails exposed directly to the weather or 1~ 4 12:1; ' ' ' subject to salt corrosion in costal areas, shall be stainless steel or hot dipped 20 5 4. All bath and lo~let area walls and ceilings adjacent to wet areas to have water galvanized. -- 2~. 8 resistant gypsum board, or wall tile set on wonderboard or equal. -- - 2~ 7 SOUTHOLD BUILDING DEPARTMENT CRI~ER~/~ , ' 4 Where w~ndows and doors interrupt wood structural panel sheathing and siding, 3~ 8 I OCCUPANCY CLASSIFICATION ;:H studs, header studs, and at least one stud at each side of opening. 5.12 12 3 2 HEIGHT ]l~,~q~Sl~ ~ ~ ~EC'I Pr~ ~10 BUILD[NG CODE N.Y.S. D E S !G N L O A D C A L C U L A T IO N S ' framing anchors or connectors shall be provided at the top and bottom of cripple 3~ USE [D~/~lt~[~ J~ ~ ~ECTIC ~ ~) - 310.2 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsf 201~ 44 FIRE AREA (sf)Iwnc~',~'~ e ~.11~.~nn~.~l ~,0~ ~1.~ ,( F~ _ EXTERIOR BALCONIES 6(3 5. Ridge straps shall be attached th each pairofopposing raftersexceptwherecollar --- 2,~ ~ 3 ~t'PE OF CONS'[RUC~ON ' ]ECKS 4fi flee of 1x6 or 2x4 lumber is Iocrded in upper thttd of alfic space and attach to each pa,r --- 2§ § 4 DESIGN CRITERIA I ~'~-E~ !, ~,~'~?'~ ~'~ '~'~' ~,iG H WiND E Di]IO N WFCM ~.TTICS WITH STORAGE 40 6. Uplift connectors shall be provtaed at each rafter beadng. 36 7 6 DESIGN LOAD CALCULATIONS PAGE 11 S L E E P I N G R O O M S 30 7. Floor to floor hold-downs to be provided every 48, and every 16" within 4' of exterior -- 1 ~ : 7 I/VINDOW AND DOOR SCHEDULE PAGE12 ~ corners. 20 8 LOAD PATH CRITERIA FOR CALCULATION OF DEAD LOAD : 2,i ~ 9 NAILING SCHEDULE PAGE 11 A C T U A L W E I G H T S O F M A T E R IA L S R E F E R E N C E D T O A.I.A. 8. Sill Plate to Foundation Anchorage: Sifi plate shall be anchored fa the foundation -- -- ~.; ~ 10 EGRESS WINDOW SCHEDULE ARCHITECTURAL GRAPHIC STANDARDS with anchorbolta havinga min. bolt diameterof5/8"aed 3"x3"x 1/8"washers. A - -- 36 ; 11 PLUMBING ru~Er( DIAGRAM PAGE 12 ' I minimum of one anchor bofi shall be provided within 6 to 12 inches of each end of 7:12-12:1~ '~2 ; 12: FIRE PROTECTION SEE SECRON "A" SNOW eachptate. Anchorboltashallhaveaminimurnembedmentof7inchesinconcretel 16 : 1: IRUSS DESIGN DRAWINGS N/A I G R O u N D S N O W L O A D 145 lb s. masonry thundabons. Anchor bolts shall be located w6hin 12 inches of comers and at 20 ~ -- ENERGY CALCULA3]ONS ~ E IS M lC~ I spacing not exceeding 4 feet on center. _ 2¢ N IN D ,: THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT I W IN D S P E E D 11.2 0 m p h SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS E X P O S U R E C A T E G O R Y GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR i= GENERAL CONTRACTOR SEFORE CONSTRUCTION BEGINS~ JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING ~AFTER TO TOP PLATE TOE NAILED ~'~0" WALL: 3-8d ~ER RAFTER STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION WINDOW AND DOOR SCHEDULE FOR W,A~_ OPENING PROTECTION OFI2B MPH 3-SECOND W1ND GUSTS (MAXIMUM MEAN ROOF HTJGHI: 35') MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS ~ 2' OC SHUTTER ASSEMGLY FOR PANEL SPANS: 0 < 4'-0" WIDE SPAN TABLE 1609.1.4 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LABEL ACCORDING TO LOCAT]ON. ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wi #8x3" (wi WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" D.C. OR BEarER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATFACHED TO BLDG. w/#1 Ox I Y2" (WI WASHERS) MACHINE BOLT @ 1Z' D.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SHUTTER ASSEMBLY FOR PANEL SPANS: 4'-0" OR WIDER SPAN SPECIFrCATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'-0" SPAN. NOTE ADDITIONS: 2x4 STRONG-BACKS @ 24" DC ASSEMBLY' 1). PREASS~=MBLE pLYWOOD TO 2x4'S: # 10x3" (wi WASHERS) GALV[NIZED OR STAINLESS STEEL WOOD SCREW @ 12" D.C. ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELS WiTH A MINIMUM THICKNESS OF 711§" AND MAXIMUM PANEL SPAN OF 8'-0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL SE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4 AND 1509.6,5 AND TABLE 1699.f 4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING (INCHES) PANEL SPAN < 2! '-o" < PANEL f'-0" < PANEL i"-O" < PANEL FASTENER TYPE O" SPAN < 4'-0" ~PAN < 6'-0" SPAN < 8'-o" 2 112" #6 WOOD SCREWS 16 16 12 9 2 112" #B WOOD SCREWS 18 16 16 12 A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33'-0" OR LESS B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 4gD LBS A C16 TW2852 C FWH60611 D FWH31611 E TW26410 F FWH3168 G TW2430 TW2642 FWH6068 CASEMENT TILTWASH FRENCH WD. HINGED FRENCH WD. HINGED TILTWASH FRENCH WD. HINGED TILTWASH TILTWASH FRENCH WD. HINGED EXISTING TO REMAIN 16.11 10 5 10.48 20 4 22.91 20 4 10 4 20 4 10 4 10 5 50 § 30 3'-0" X 4'-0" ALL WINDOWS TO BE ANDERSEN HiGH PERFORMANCE OR APPROVED EQUAL CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE. MUST HAVE DP UPGRADE KIT MEETS NY STATE EGRESS REQUIREMENTS FOR HABITABLE SPACE CUSTOM GRILLES - SEE ELEVATIONS WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WiTH REMOVEABLE 5/8" WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO 6'-0" SHALL BE 2 112 - # 8 WOOD SCREWS AT t 6" O/C, FASTENERS FOR SPANS UP TO 8'-0" SHALL BE 2 1/2" - #8 AT 1~" O/C. TABLE 301.2.1.2 ALL NARROLINE WINDOWS MUST USE* 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 314" DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4" HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LiFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED I 5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE ALL EXTERIOR GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. THIRD FLOOR 5ECOND FLOOP~ DASEMENT ~LO?E" I/4" pER. FOOT PITCH TO DI~AIN PLUMBING DIAGRAM NOT TO SCALe 2 RAFTER USP RS2 USP RS250 AT 21~/~~ USP LS OR TMU ~ RAFTER TOP PLATE USPRT28 WALLSTUD RAFTER/PLATE/STUD RAFTER ~~ USP RTl6 OR (2) RT7~ TOP PLATE ~ USP RS258 AT 18' WALL STUD ~'~B~ RAFTER/PLATE PLATE/ST STUD HEADER USP RT3 USP RS250AT12" ~'~C~'' HEADER/STUD HEADER/J,~ SUBFLOOR RIM BOARD USP KLFTA ~../~D~FLOOR TO FLOOR 2ND. SUBFLOOR RIM BOARD .FLOOR TO FLOOR SUBFLOOR USP RS250 AT 36" RIM SOARD DOUBLE SILL PLATE FOUNDATION WALL ~E~ STUD/PLATE/SILL SUBFLOOR USP RS250 AT 16" RIM BOARD DOUBLE SILL USP MPBF FOUNDATION WALL STUD/PLATE PLATE/SILL WIND PROTECTION CONNECTION FASTENING SCHEDULE CONNECTION LISp PRODUCT NUMBER A RAFTER/RrDGE/RAFTER WITH CT" :~S250 21" P, AFTER/RIDG F~Fb~.~'ER WITHOUT CT ~S250 21" + LSSH179 B °,AFTE R/PLATE/STU D :~T20 :~[FTE R/PLATE :~T16 or (2) RTl · IX6 OR 2X4 - 1 fi' OIC COLLAR TIES MIN. K POST POST AN CHOR FOR COVERED PORCl- POS7 USPi ~_ POST ANCHORS FOR DECKS PAGE: 6" p. CONC. FOUNDATION ~ ~ ~ z ~ ..... S'-O ACCED5 FROM ~2 ' I] ~__ / ~d ~o II ~0~ Z FOUNDATION 2 2" ) CWP, ALL) NEW 5UNROOM LVL M EADER ABOVE POP.CH NOTE: CONTRACTOR. TO MATCH NEW PINISH FLO01~ MEJGNT W/ ~IgTiNG K,ITCNEN FINISHED 3- 2" X 4" STUD NEW E NT~.¥ d 5~qSTIN G RITCMEN LOCATE FIIDTING AP, Chi WITHIN WALL AND PRAME NEW TRIMMED OPENING FIPxST FLOOPx /4" = I '-0" NOTE, PP, OVIDE 2- 2" X I 2" HEADER~ UNL~S50THEAWIDE NOTED Z: PAGE: 6 ~°' '°" z~ __UP WALL ¢ OVeR I ~XISTIN G B~DROOM ~XJSTING BEDROOM SECOND FLOOR SCALEr I/4": I'-0" CPVC PIPING R- 30 INSULAT CPVC PIPING EXISTING BEDRDDN 5,6K CONCEALED/BEDRDDM FIRE SPRINKLER 5,6K CONCEALED/ FIRE SPRINKLER STUDY 'l FOYER l' CPVC PIPING THROUGH BASEMENT <SHOWN DN FIRST FLGDR PIPING PLAN) OPVC PIPING I I 5.6K CONCEALED/ FIRE SPRINKLER KITCHEN EXISTING BASEMENT TD REMAIN PANTRY BATH t~ EXISTING BASEMEN TD REMAIN i HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE CPVC DOUBLE FASTENER STRAP TYPE HANGER FIGURE 23 - CPVC HANGER HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE CPVC SINGLE FASTENER STRAP IYPE HANGER FIGURE 22 - CPVC HANGER 6'ELECTRIC INSIDE AND (WIRING BY BELL OUTSIDE OTHERS) FIN,FLR, W 1' BRASS RISER MANIFOLD (1) TEST & DRAIN (2) FLOW SWITCH (3) PRESSURE GAUGE (4) RUBBER SEATED CHECK VALVE NOTEI i, BELL SHALL BE AUDIBLE IN ALL LIVING AREAS OVER BACKGROUND NOISE AND WITH ALL INTERVENING DOORS CLOSED 2, RISER SHALL CONTAIN NO IRON, GENERAL INSTALLATION NOTES SECTION A SCALE: 114" = 1'-0 HANGER DETAILS SCALE: N,T,S, RISER DETAILS SCALE~ N,T,S, RNS'x4-O PIPING IN PORCH NEW ENTRY 1-7 TO REMAIN 3-6~ :XISTING KITCHEN __L }UPl'xS-8 13-2 PIPING IN BASEMENT DECK ...... PITC STUDY EXISTING BEDROOM BATH 8'-0" C,H, R BATH DECK 4~8~ 3-tl{~ 1-4 ! UTILITY AREA EXISTING BEDROOM UNFINISHED ATTIC EXISTINC BEDROOM FIRST FLOOR PIPING PLAN ~ SECBN9 FLOOR PIPING PLAN ~ THIRD FLOOR PIPING PLAN SCALE: 1/4" = 1'-0 ~ SCALE', 1/4" = 1'-0 ~ SCALE'. 1/4" = 1'-0 NEW BEDROOM INSPECTOR'S General Notes Symbols Number of Sprinklers Drawi,xg FIRE SPRINKLER PlAN Job: GENERAL CALCULATION NOTES Symbol Description Total This Sheet es [Total This Job 86 Title 3105 PECONIC AVE. System Hazard Class RESIDENTIAL 1. All Pipe Locations are to be Field Measured Prior to Fabrication 0 Hydraulic Reference Points Symbol Description i Revisions: Date: Maximum 5prinklerSpocing: '"× '~' mmmmm mmmmmmmmmmmm ..._.,,o.......,...o_o.. ~..,.~ .le..Belo.~o.o, sItee, ~ .6-VIC. V3806gRRE.IDENTIALCDNCPEN.ENT1/.'5.GKI55' Oo.tr,,c[.o. Domestic Hose Allow: 50 gpm s. High Temperature Heads are to be Field Located Where Requ~ed. + (TOg 20-0; Elev. of Top of Steel Dra~ By C,M,R, SOUTHOLD, NY Other Hose All0w: 0 gpm 2' 4' ~' ~' ~ 0' ] 2' ] 4' ] ~' ] ~' 20' 4. All Pipes and Hangers are to be Installed per NFPA ~13. ~ Ceiling Hei[ht Sprinkler K Foct0r: 1/2" 5.6K ~ Denotes Hanger ~ea[ion Scale 1/4" = 1-o Contractor: ATMNTIC FlEE SPRINKLER Sprinkler Demand $ Base of Riser: 32.22gpm ¢ 44.313psi 1/4" S R I 5. HaDser, ~re to be U.L. Li,tsd ~n8 ~.~. Approved. o Rise up or do~ Water Flow Info: Static: 78 ps~ Residual: 64 psi Flow: 1176 gpm O ~ J~ ~ ~ F :D~ts 8-18-08 P.O. BOX 1052 J App~o~ BX Pm~ N~S~k RIVBRHBAD, NY 11g01