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HomeMy WebLinkAbout31842-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 1/30/2012 No: 35418 Date: 1/30/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: SINGLE FAMILY DWELLING 310 HUNTINGTON BLVD, PECONIC, Sec/Block/Lot: 67.-4-8 Filed Map No. Lot No. filed in this officed dated 31842 dated 3/13/2006 conforms substantially to the Application for Building Permit heretofore 2/17/2006 pursuant to which Building Permit No. 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: ONE FAMILY DWELLING (MODULAR) WITH GARAGE UNDER, FRONT ENTRY, SIDE PORCH & REAR DECK AS APPLIED FOR. The certificate is issued to NANCY CONLON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 1/26/12 R10-05-0071 8/12/11 209963 10/26/06 /) John P Schott, Jr 7th~ig~htuate FO~M NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII~)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31842 Z Date MARCH 13, 2006 Permission is hereby granted to: NANCY CONLON 245 1ST STREET CUTCHOGUE,NY 11935 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING-MODULAR, WITH GARAGE t~r%~ .2 UNDER, FRONT ENTRY, SIDE PORCH & REAR DECK; SUBJECT TO ZBA VARIANCE FOR ACCY. at premises located at 310 HUNTINGTON BLVD SOUTH/PEC County Tax Map No. 473889 Section 067 Block 0004 Lot No. 008 pursuant to application dated FEBRUARY 17, 2006 and approved by the Building Inspector to expire on SEPTEMBER 13, 2007. Fee $ 959.40 Authorized Signature ORIGINAL Rev. 5/8/02 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 with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board 0fFire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance'from architect or engineer responsible for the building~ 6. Submit planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses.' 1. Accurate survey of property showing all property lines, streets, building and unusual 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. Certifica{e of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to aeeessory building $50.00, 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: Location of Property: House No. Street Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Permit No. Date of Permit. ~ Date. //- lq- /1 (check one) Hamlet Block tT/ Lot Filed Map. Lot: Applicant: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: Underwriters Approval: L/~ (check one) NEW BY THIS CERTIFICATE OF COMPLIANCE THE 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 EASTMANOR ELEC., INC. PO BOX 192 MANORVILLE, NY 11949, NANCY CONLON 310 HUNTINGTON BLVD PECONIC, NY 11958 Located at 310 HUNTINGTON BLVD PECONIC, NY 11958 Application Number: 2099633 Certificate Number: 2099633 Section: 67 Block: 04 Lot: 08 Building Permit: 31842 BDC: ns11 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, 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 the 26th Day of October, 2006. Name QTY Rate Rating Circuit Type Miscellaneous modular house could not locate NY State approval sticker Alarm and Emergency Equipment Sensor 1 Appliances and Accessories Furnace 1 Wiring and Devices Outlet 4 Fixture 4 Outlet 5 Switch 4 Receptacle 1 Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 Meters: I 0 Smoke 0 Oil 0 Fixture 0 Incandescent 0 General Purpose 0 General Purpose 0 GFCI 200 cb seal Continued on Next Page 1 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 EASTMANOR ELEC., INC. PO BOX 192 MANORVILLE, NY 11949, NANCY CONLON 310 HUNTINGTON BLYD PECONIC, NY 11958 Located at 310 HUNTINGTON BLVD PECONIC, NY 11958 Application Number: 2099633 Certificate Number: 2099633 Section: 67 Block: 04 Lot: 08 Building Permit: 31842 BDC: ns11 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, 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 the 2dth Day of October, 2006. Name QTY Rate Ratin~ Circuit Type sea/ 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. CERTIFICATION Building Permit No. Owner: (PI6ase print) (Please print) Date: lead. Sworn to before me this Notary Publ~c,~3.,t f~q~---~ounty I certify that the solder used in the water supply system contains less than 2/10 of 1% 'Signature) BETSY & PERgi~ : t('~ No. 01PE6130636 Oualifi_ed~_in St~olk COUnA~.A Commission cxph'~ July 18d/''~ ~.~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ /~FOUNDATION 2ND [ FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE TOWN OF SOUTHOLD BUILDING DEPT. [ ] FOUNDATION 1ST ~)~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION 765-1802 INSPECTION [~J. FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND ] F~J~MING / STRAPPING FIREPLACE & CHIMNEY REMARKS:_~~ ~ / ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE D ~//~7/~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE ~- I"--0~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: INSPECTOR, DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ] FRAMING / SI'RAPPING [ ] IN~SULATION [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~/~:~/'~'- ~C~_J" /~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION FRAMING / STRAPPING [//~IN~ ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTORf~~/~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. F/QIJ~IDATION 2ND [ ] INSULATION [(/~FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: --~-~ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE INSPECTOR STEPHEN ROSSETTI ARCHITECT 8 28 TU R'I'LE (~VE DRIVE SOUTHAMPTON, NY TELEPHONE: 631-2~3-~3~ March 6, 2006 Town of Southold Building Department Main Road PO Box 1179 Southold, N.Y. 11971 Re~ Conlon Residence Humington Blv'd. Southold, N.Y. 11971 To whom it may concern: The foundation wall (Garaged Cellar level) for the residence will be graded so that 50% or more of the wall area is below grade. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: 765-1802 Examined /~;/~-~ ,20g32... Approved Disapproved a/c PzrmIT no..2- ¥ 9 / BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying ? Board of Health 3 sets ofBuild~l~-Plans f Survey t~ Check I Septic Form N.Y.S.D.E.C. Tmstees X~ Contact: Mail to: /go° C, ffe"7-~'.4~ ~ Phone: G~/2 g/~ APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS /:7- 7-,q ,20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets o,f 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 a Certificate of Occupancy is issued by the Building Inspector. 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..~,~/~/~,..~/i (Sign'at~re of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ,~/~r /3~ 7-H .~ /d," ~ ~6-;-,"~ ,r' 7a//~,~t/~ y (as on the tax roll or latest deed) If applicant is a corporati/Qn, signature of duly authorized officer (Name and tit~e of corporate officer) Builders License No. zq , ~ 7~ '-/-// Plumbers License No. / Electricians License No. / Other Trade's License No. /' Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section O(o'::;z Block 09- - om Lot oo8'. Subdivision P~.c_,.ot, llc_ $Ho,<~3 Filed Map No. :2, Lot (Name) State existing use and occupancy of premises and intended use ~nd occupancy of proposed construction: a. Existing use and occupancy_ b. Intended use and occupancy 3. Nature of wor~ (check which applicable): New Building Repair / Removal Demolition ~4. 5. Addition Other Work Alteration Estimated Cost 2~'/°°O, If dwelling, number of dwelling units / If garage, number of cars (Descripti,o:n) / -- (to be paid on filing this application) Number of dwelling units on each floor / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t~',,~ ..... Ot " ~'O ~' 7. Dimensions ofex~snn,,g structures, if any: Front B -8' Rear _~O Depth Height ~c> ' F~ ' Number of Stories //.~'~ Dimensioqs of same structure with alterations or additions: Front -.Bc~ '~f 't R~r ' Depth ~/' ~" Height ~ ~ '/-~ '~ Number of Stories '2 8. Dimensions of entire new construction: Front /,/~ Rear _Depth Height Number of'Stories 9. Size of lot: Front 10. Date of Purchase 11. Zone or use district in which premises are situated Rear ~O- ~¢ ,~-- Depth / ' Name of Former Owner ~O-~-,o~ /~. 12. Does proposed construction violate any zoning law, ordinance or regulation: 13. Will lot be re-graded ~'/,2-5 Will excess fill be removed from premises: /~ C~,-~,~ ~ 14. Names of Owner of premises£-~'//- ///z/~£7-//- Address ~)/z.f~.~,-a~ ,,,~' Phone No. NameofArchitect ~-~-. /,/,mb~tLSc,~ Address/'/~,,,T~-~t/~,,>': ,/~,~'_~'~ehoneNo Name ofContractor~r~4~/$///zCt,4,?--,~,~- Address/~'~' 6,1,,,~-,-z~z_ ~' PhoneNo. 15. Is this property within 100 feet of a tidal wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY i~E REQU1RED YES (~ 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) /1///~ SS: COUNTY OF ) 7/-///~'ft t/,~- ~' g'v/,~-,.~-~- 7'-// being duly sworn, deposes and says that (s)he is the applicant (Name of individual si~fing contract) above named, (S)He is the i~)~',,~.~L.&/~'o~,/7-~t,+-~ 7~ ~ (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 tree to the best of bis 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 / q'~ day of % tg~.~e~ 200 5 Notary Public NELENE O. HORNE Notary Public, State of NewYo~ No, 4951364 Ou~alified in Su[folk County_ ',,,',,ion Expires May 22, ~90-0..~ , ~ ~atie 0f Applicant TOWN OF SOUTHOLD BUILDING DEP3 RTMENT TOWN HALL ~ SOU~HOLD, NY 11971 TEL. (631) 765-~802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c 3] I 2oo Expiration 2007 PERMIT NO. BUILDING PERMIT APPLICATION C SH~7 Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: t '~ ~' ta ,~-w t~_ Building Inspector APPLICATION FOR BUILDING PERMIT I '{' ~0{o Date INSTRUCTIONS ,2000 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. '~ (Signa~re of applicant or name, ifa corporation) State whether applican:s o'"~ne~,, essee, agent, (Mailing address of applicant) architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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 proposed work will be done: House Number ~reet amlet County Tax Map No. 1000 Subdivision (Name) Section to o o 6 ~1 o q o ~ Block -~- Filed Map No. 2. 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 work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost $ 02~._~ O O O 5. If dwelling, number of dwelling ~its If garage, number of cars "~.- Fee Addition Alteration Other Work ~ (Description) (To be paid on filing this application) Number of dwelling units on each floor O If business, commercial or mixe~ancy, specify nature and extent of each type of use. Height ~ a~ Number of Stories 'Ti 9. Size of lot: Front Fj'~J Rear ~6; _Depth 10. Date of Purchase .~/o ~ Name of Former Owner ~ cJCtce-~ Dimensions of existing structures, if any: Front Rear _Depth Height ~ Number of Stories ~ same ~l~cture with alterations or additions: Front Rear Dimensions of Depth / Height Number of Stories Dimensions of entire new construction: Front ~ D~ Rear c~ Depth ~" 11. Zone or use district in which premises are situated '-~e~'-o-~tc~ ~ bore - p toalc- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO 13. Will lot be re-graded? YES 14. Names of Owner of premises Name of Architect NO/ Will excess fill be removed from premises? YESV' NO Address PO 13o¢ 5'u/ Per. m~ t Phone No. fi- )"/-7 '~ F) Address Phone No NameofContractorq'-uc~ tc,-x~ 5col-f- Address~o,-,t'ht~m~r~ ~qL/ PhoneNo. ~,~7'-]0]0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO-v/ IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE( REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES NO 1/ · 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) CO TY s)s: rD ~ ~))q I 0~' being duly sworn, deposes ~d says that ts)he is the applicant (Name of individ~l si~ing contract) above named, tS)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 ali 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 thi~,, // {~0'p/~ day o f -'~-ed~,,co-~ 200 Notary Public ture of Applicant Public, Slate of New York No. 4948506 ,,___~ in ~lk Coun~ ? -,~0 BOARD MEMBERS eslie Kanes Weisman, Chairperson James Dinizio Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD IF.DINGS, DELIBERATIONS AND DETERMINATION _--------- I / MEETING OF DECEMBER 2, 2010 - , BLDG. DEPT. | Applicants/Owners: Nancy Conlon Property Location: 310 Huntington Blvd. Peconic, NY SCTM#: 1000-67-04-08 SEORA 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 requirements under SEQRA. The Zoning Board of Appeals held a public hearing on this application on Oct 21, 2010, 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: REQUEST MADE BY APPLICANT: The Applicant-Owner requests a Special Exception under Zoning Code Section 280-13(B)(13) to establish an Accessory Apartment in existing accessory structure. The proposed Accessory Apartment unit would be located on two floors of an accessory building, with the first floor containing 366 sq. fi. of living space, and the second floor containing 276.4 sq. fl. of living space, as proposed and described by the Applicant, and shown on the [undated] floor plans drawn and stamped by Angel B. Chomo, architect, and labeled Nancy Conlon Residence, Huntington Boulevard, Southold, NY. Additionally, the applicant requests an area variance from §280-13(B)(13)(e) to permit an accessory apartment in an accessory structure with living floor area on two floors instead of the one floor prescribed in the Town Code. PROPERTY FACTS/DESCRIPTION: The subject property is 11,887+/-square feet with 90 feet along Huntington Blvd in the hamlet of Peconic and is a pm-existing nonconforming lot located in the R-40 zone. The property is improved with a single-family two story residence and a two story accessory structure as shown on the revised Sept. 3, 2010 survey drawn by Nathan Taft Corwin III, Land Surveyor. The accessory structure does not have a certificate of occupancy or a pre-existing certificate of occupancy. FINDINGS OF FACT: The applicant contends that the purported accessory structure presently on site was built prior to 1957 and is a pre-existing non-conforming structure that would have been eligible for a pre-existing certificate of occupancy prior to January 1, 2008. However, the Zoning Inspector has indicated in a memorandum dated October 20, 2010 to the ZBA, upon his review of the building permit history, that the accessory structure was not in existence and eligible for or had a valid certificate of occupancy issued prior to January 1, 2008. From the record, it appears, and the applicant has acknowledged, that the accessory structure was utilized by the applicant as a dwelling unit while the primasy residence on the premises was being constructed. The applicant has represented that at the time she purchased the property in May 2003, Page 2- December 2, 2010 ZBA Fileg6419 - Conlon CTM: 1000-674-8 the accessory structure had been a dwelling unit, that was incomplete and that she had completed the renovation of the structure to make it livable. No building permit was ever issued for any alteration, renovation, or demolition and reconstruction of the accessory structure. From the testimony on the record, prior to the applicant's purchase of the property, the primary residence had burnt down to the foundation. On Mamh 13, 2006, the Building Department issued building permit #31842Z for the construction of a new single family dwelling on the property, subject to the Zoning Board of Appeals review and approval of the use of the accessory structure. On May 11, 2007, a Notice of Disapproval was also issued for the accessory second dwelling unit, applied for as a "pool house" (though the survey did not indicate that there is a pool on the property) and was determined by the building department to be living quarters additionally, the Building Department noted that the accessory was a second dwelling and that it required a height variance and certain setback variances. It appears that prior to construction of the principal single family dwelling on the premises, the accessory dwelling unit use was not an issue, though it may have required certain variances from the dimensional requirements of the code. It was only upon the construction and completion of the single family dwelling that the accessory dwelling unit became illegal, thereby necessitating review by this Board of the intended use. The applicant did not appear before this Board to legalize the accessory dwelling unit on the property prior to commencing construction of the principal dwelling. At that time and up and until June 2010, there was no provision of the Town Code that would have permitted a second dwelling unit on a residential property without a use variance from this Board. As such, the Building Department could not issue a certificate of occupancy for either structure on the premises. In August of 2009, nearly three years after the applicant had completed construction of the single family residence and continued the use of the second dwelling unit on the property, the Zoning Inspector issued the applicant an appearance ticket for a non-permitted use on the property; i.e. that of a second dwelling unit. On June 15, 2010, the Town Board adopted Local Law #2 of 2010 entitled "a Local Law in relation to Amendments to Use Regulations within the Agricultural Conservation District and Low Density residential R-40, R-80, R-120, R-200, and R-400 Districts and Accessory Apamnents. The purpose of this law was to "provide the opportunity for the development of small rental housing designed to meet the housing needs of median income families, both young and old, and relatives of families residing in the Town of Southold." This legislation, among other things, permits an accessory apartment in certain accessory structures with a special permit from this Board. The applicant proposes to legalize the existing accessory second dwelling unit under this new legislation. REASONS FOR BOARD ACTION DESCRIBED BELOW: In considering this application, the Board has reviewed the code requirements set forth pursuant to Article III, Section 280-13(B)(13) to establish an Accessory Apartment in an Accessory Structure and finds that the applicant does not comply with all of the requirements for the reasons noted below: The entire accessory building is proposed to be utilized for the apartment Pursuant to §280-13(B)(13), one accessory apartment in a lawfully existing detached accessory garage, barn or storage building, is allowed with special exception approval of this Board. As is clear from this language, the accessory apartment can not be the only and primary use of the accessory structure, but a use in conjunction with a permitted accessory garage, barn or storage building. As proposed, this application presents a request for an approval of a second dwelling unit on the property that would require a use variance, as opposed to a special permit for an accessory apartment within and in conjunction with a lawfully existing accessory structure. Page 3 - December 2, 2010 ZBA File#6419 - Conlon CTM: 1000-67-4-8 The existing accessory structure does not meet the minimum square footage of livable floor area on one floor~ as required by the code The applicant submitted floor plans, drawn and stamped by architect Angel B. Chorno, of the as built accessory structure with calculations of livable floor areas showing 3 bedrooms (one labeled studio) and a full bathroom on the second floor at 276.4 square feet, and a kitchen, living/dining room and stairs on the first floor at 366 square feet. To create an accessory apartment in an accessory structure, the code requires a minimum of 450 sq. fi. and permits a maximum of 750 sq. fi. of livable floor area on one floor. The applicant does not meet this minimum standard and cannot do so without the expansion of the existing accessory structure, whereas the intent of the code is to permit the creation of an accessory apartment in a portion of a lawfully existing accessory structure. Had the Town Board intended to permit additions to existing accessory structures in order to create a code conforming accessory apartment, they would have expressly included the right to expand the foundation or construct a second story for that purpose, as was done in the code relating to accessory apartments in principal dwellings. The Applicant failed to submit sufficient proof that the present structure was in existence and eligible for a valid certificate of occupancy issued prior to January 1~ 2008. Section 280-13(B)(f) requires that: The accessory structure which is converted to permit an accessory apartment shall be in existence and be eligible for or have a valM certificate of occupancy issued prior to January 1, 2008. To satisfy this special exception requirement an applicant can either provide a certificate of occupancy dated prior to January 1, 2008 for the accessory structure or show that the structure existed and was eligible for a certificate of occupancy prior to January 1, 2008. The applicant acknowledged that it never had a certificate of occupancy for the accessory structure and argued that the structure was in existence and eligible for a pre-existing certificate of occupancy prior to January 1, 2008 and that it was a preexisting nonconforming structure. The applicant presented the following information to the Board in support of this contention: 1. Statements made by the applicant's representative that the existing structure was a second dwelling when the property was owned by the Pemberton Family and the painter Sherill "Rip" Pemberton used the accessory structure as a studio and a second dwelling. 2. On the special permit application the applicant notes the following: "Eligible for preexisting structure CO (Building Department Required application to ZBA if habitable structure remained). Prior to change to law dwelling would have to be converted to storage building or connected to main house. 3. A letter from Ed Reilly, a neighboring property owners stating that he knew Sherill Pemberton and that the dwelling in question existed before they purchased their property and still stands today as it did when he purchased his property; the prior owner used it for his business and it had electricity, water and heat and that his family used it too. 4. A letter from Helen Booth, a resident of the neighborhood acknowledging the existence of a dwelling on the property. 5. An affidavit of Marilyn Hofmann, stating that as far back as she could remember and certainly, prior to 1957, the same two story accessory structure has been present on the property. 6. An affidavit of Barbara Ten'anova stating that the same two story structure existed on the property prior to the enactment of zoning in 1957. 7. A letter from Robert Busby stating that the building remains the same as it was when he purchased his property and that he had been coming to the area as summer guests since /'*age 4 - December 2.2010 ZBA File#6419 - Conloa CTM: 1000 67-4-8 1983. That the structure remained unchanged since 1983. That when the Pemberton's lived on the premises the accessory structure had lights, water and heat. The subsequent owners, the Hildreths lived there full time with full amenities. 8. The property tax card kept by the Town assessor's office notes a 2-story garage and an affidavit of Darlene Duffy, Town Assessor, indicating that the garage was first assessed in 1961 and that it existed prior to January 1, 2008. 9. At the public hearing the Applicant submitted several articles on the artist Sherrill "Rip" Pemberton 10. Photos of what the structure looks like presently. 11. Testimony that the structure was there in 2003 when [he applicant pumhased the house. Additionally, the record includes a survey that was submitted to the Department of Health, dated June, 19, 2000 that notes that the structure was a "2-story concrete block garage" the tax assessment card notes that the accessory structure was a garage, as opposed to a second dwelling unit on the property. From the information above, it is clear that there may have been a garage structure with electricity and heat on the property for many years, however, the applicant provided no information that proved with any certainty that the concrete block garage that may have existed in 1957 i~ the structure that presently sits on the property nor that the concrete block garage was utilized as a second dwelling on the property since 1957. The record indicates with present photographs of what looks like a second house on the property, and clearly a structure that would not qualify as a concrete block garage. At the very least this Board can decipher that major renovations/alterations were made to the garage structure that had been erected prior to 1957, which may have triggered the loss of the structure's preexisting nonconforming status. Since the applicant and her predecessor in title commenced and completed this work without the benefit of a building permit, there is no indication in the Town files, nor the information provided by the applicant, as to exactly what was done to this structure. The applicant failed to provide any information (i.e. building plans showing exactly what modifications were made or expert testimony from members of the construction field that could attest that the foundation/walls had not significantly changed, other than general statements made by the applicant's representative and/or the applicant herself (who admitted that she continued the renovations without a building permit after purchasing the property in 2003). Unfortunately the affidavits of neighboring property owners regarding the structure are immaterial; since laypersons are not qualified to testify as to the extent of the modifications made to the concrete block garage structure. As such, the Applicant failed to submit sufficient proof that the present structure was in existence and eligible for a valid certificate of occupancy issued prior to January 1, 2008. The applicant's request for an "area" variance to §280-13(B)(13)(e) to permit an accessory apartment in an accessory structure with living floor area on two floors instead of the one floor The applicant has also requested that this Board grant an "area" variance from §280-13(B)(13)(e) of the accessory apartment special exception provisions of the Town Cod.e, which reads as follows: The entirety of the living floor area of the accessory apartment must be on one floor of the accessory structure. This language, in conjunction with the introductory language of §280-13(B)(13), which permits an accessory apartment in a detached accessory garage, barn or storage building, clearly memorialize the Town Board's intent to limit the size and scope of an accessory apartment to be accessory to some other use and not the only use of an accessory building, hence the use of the term "accessory apartment". If that were the case, the Town Board would have simply permitted "accessory cottages" as a special exception use. Instead, these two paragraphs read together illustrate that the Town Board did not intend to permit accessory structures in their entirety to be utilized as accessory structures, but that such structures would be limited in size and limited to one-story of an existing accessory structure. In this instance, permitting an accessory apartment to utilize two stories of an accessory structure is in direct contravention of this language and the intent of the Town Board. In this context, the restriction is not simply a dimensional requirement that can be varied through an area variance, but a restriction on the use of an accessory Page 5 - December 2, 2010 ZBA File#6419 - Conlon CTM: 1000-67~,-8 structure that would require a use variance as a second dwelling on the subject property. Furthermore, while the applicant has requested an area variance from this section of the Code, the applicant has failed to present any proof or testimony for this Board to consider under the statutory criteria set forth in Town Law §267 and has therefore not met its burden of illustrating that an area variance is warranted. RESOLUTION OF THE BOARD: On motion by Member Homing, seconded by Member Schneider, it was RESOLVED, to DENY, a Special Exception for an Accessory Apartment, in the existing Accessory Structure, as applied for 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. 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 nonconforrni[y. Vote of the Boar& Ayes: Members Weisman (Chairperson), Dinizio, Goehringer, Horning, Schneider. This Resolution was duly adopted (5-0). 'L-~e Kane~ Weisman, Chairperson Approved for filing//~ /~)/~/2010 PATRICIA C. MOORE, ATTORNEY AT LAW 51020 Main Road Southold, NY 11971 (631) 765-4330 email: pcmoorel @optonline.net / MEMO LETTER Please reply ~ No reply necessary SIGNED TOWN (~F SOUTHOLD BUILDiNG DEPARTMENT SOUTHOLD N.Y. NOTICE OF DISAPPROVAL Date: May 11, 2007 To: Pat Moore for Nancy Conlon 51020 Main Road Southold, NY 11972 Please take notice that your application dated April 30, 2007 For permit for an "as built" non-conforming accessory pool house/storage building Location of property 310 Huntington Blvd., Peconic, NY County Tax Map No. 1000- Section 67 Block 4 Lot 8 Is retumed herewith and disapproved on the following grounds: The "as built" accessory, by design is not permitted pursuant to Article III, Section 280- 13, which states: "In AC .... R Districts, no building or premises shall be used and no building or part of a building shall be erected or altered which is arranged, intended or designed to be used, in whole or in part, for any uses except the following: Permitted uses. One family detached dwellings, not to exceed one dwelling on each lot. The accessory building is not permitted pursuant to Article III, 280-15, A. Such buildings shall not exceed 22' in height. B. Setbacks: On lots containing up to 20,000 sq. ft., such buildings shall be set back no less than 20' from any lot line. The construction drawings indicate a height of approximately 23'-7". The survey indicates a rear yard setback of 2.4'. Note: Health Department, Pmt. R10-05-0071, has restricted living quarters/bedrooms from the accessory "as built". No swimming pool permit is on file with the Building Department. /~uthorized Signature Date File # TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: _~lO /-~-~r~-iL~ ~, wi ~Vd SCTM# Property Owner: ~'~Cx.C'~ 0.~ K~?~¥-~ Phone NATURE OF COMPLAINT: A~ON TAKEN: Optional: Complainant: Address By Phone __ Mail __In Person __ Phone: Date: Date Referred to Code Enforcement: CODE ENFORCEt4ENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: File # TOWN OF $0UTHOLD COMPLAI'NT REFERRAL FORM Location of Comp aint: ~:)/ Property Owner: Address: NATURE OF COMPLAINT: Optional: Complainant: Address By Phone __ Mail In Person Phone: Date: Report Taken By: ~bf"('x ~c~ Date Referred to Code Enforcement: CODE ENFORCEMENT REPORT SiTE INSPECT[ON REPORT/DATE: ACTION/DATE: Town Halk 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTItOLD August 20, 2007 Patrica Moore, Arty 51020 Main Road Southold, NY 11935 RE: Nancy Conlon, 310 Huntington Blvd, Peconic N© ETE.' The Certificate of Occupancy for the dwelling will not be issued until the accessory structure has been legalized. TO WHOM IT MAY CONCERN: We are unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not one file. (Enclosed) No Electrical Underwriters Certificate on file. ~ The check is (not on file) $25.00 Final Health Department approval not on file. No final inspection has been completed No Plumber Solder Certificate on file. (All permits involving plumbing issued after 4/1/84 ) Certificate of Compliance from the Trustees. Final Planning Board approval Final Fire Inspection from Fire Marshal. BUILDING PERMIT: 31842-Z New Dwelling SOUTHOLD TOWN BUILDING DEPT. EDWARD FORRESTER DIRECTOR OF CODE ENFORCEMENT TOWN OFSOUTHOLD Southold Town Hall Annex 54375 Route 25, P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1939 Facsimile (631) 7,65-6639 e-mail: ed. forrester (q)town.southold.ny.us March 4, 2008 Nancy Conlon 245 First Street Cutchogue NY 1 '1935 Re; Property at 310 Huntington Blvd. Peconic; SCTM#1000-67-4-8 Dear Ms. Conlon, Please be advised that this office has been forwarded your file by the Building Department for enforcement action. You have ignored compliance requests by the Building Department. The file indicates several outstanding violations of Town Code. Specifically, use of structures without a C.O. for such use. non-permitted use of accessory structure, and building without permits. Please contact this office to discuss these issues immediately. Sincerely, Director of Code Enforcement CC: 310 Huntington Blvd. Peconic. Patricia Moore, Esq. 5}© ~AY 2 6 2009 BLDG. DEPT. TOWN OF SOLITHOLO NANCY CONLON ON HUNTINGTON BOULEVARD, IN PECONIC, HAS ~ ILLEGAL TENAN~LIVING IN THE BUILDING BEHIND HER HOUSE, AND SHE COLLECTS ILLEGAL RENT. THE TENANT LIVE8 THERE FULL TIME, WITH AN ILLEGAL KITCHEN. SHE HAS HAD SEVERAL TENANTS OVER THE COURSE OF SEVERAL YEARS. THIS IS A SERIOUS VIOLATION AND AN INJUSTICE THAT SHOULD BE CURED, ACCOMPANIED BY STEEP FINES AND PENALTIES. '--V'~ ~'~' PLEASE CONDUCT AN INVESTIGATION AND AN UNANNOUNCED INSPECTION, AND MAKE SURE SHE DOESN'T MOVE THEM BACK IN AFTER THE INSPECTION, THROUGH PERIODIC VISITS. THANK YOU. BPX07 *** Complaints and Misc Letters *** 6/18/09 13:38:03 SWIS: 473889 PARCEL: 67.-4-8 COMPLAINT NBR: 1138 OWNER:CONLON NANCY LOCATION: HUNTINGTON BLVD LOCATION NUMBER: 310 COMPLAINTANT ADDR: 245 1ST STREET CUTCHOGUE NY DETAIL OF COMPLAINT AND ACTIONS: ILLEGAL SECOND DWELLING COMP. DATE 6/,lS/O PLACE IN TICKLER: OPEN/CLOSED: STATUS/DISPOSITIOn: REVIEW DATE: 0/00/00 SHORT DESC: COURT CASE: _ (Y/N) ACD DATE: 0/00/00 ADD/CHG/DEL: CHANGE F8 = Notice Pursuant to Chapter 90 of Code Fl=NEXT F3=Exit F5=Stop Work Order F6=Unsafe Bldg Letter F12=Prior ·OWN OF SOUTHOLD Southold, New York, 11971 Issued to: APPEARANCE TICKET- 13/'9 -~°mmission of the offense of: Last Name Number and ~tmet ' ] - - YOU ARE HEREBY directed to appear at the Justice Court, Town of Southold (Town Hall) 53095 Main Road (State Route 25), Southold, New York 11971. On the ~.~ / ~ day of ~JF-')[JS 7' 20 O ~ at ~o'clock in the P, m. in connection with your alleged IF YOU FAIL TO APPEAR ON THE DATE AND TIME WARRANT FOR YOUR ARREST MAY BE ISSUED. conff~ to the provisions of Section of the code of the Town of Southold Dated:, ~,~ o~T Issue~c~bed by: INDICATED. A CRIMINAL SUMMONS OR TOWN OF SOUTHOLD Southold, New York, 11971 Issued to: Last Name Nu2r and Stme! City or Town Rr~ N~me- -J M.I. YOU ARE HEREBY directed to appear at the Justice Court, Town of Southold (Town Hall) 53095 Main Road (State Route 25), Southold, New York 11971. On the --? ) T day of ~,/~ d 20 t ' at clock in the ~ ' M. in connection with your alleged IF YOU FAIL TO APPEAR ON THE DATE AND TIME WARRANT FOR YOUR ARREST MAY BE ISSUED. APPEARANCE TICKET- 1 3~1,8 commission of the offense of: contrary to the provisions of Section of the code of the Town of Southold Dated: Issued and submfibed by: INDICATED, a CRIMINAL SUMMONS OR Local Criminal Court TOWN OF Southold Docket No. (s) STATE OF NEW YORK ) COUNTY OF SUFFOLK ss TOWN OF SOUTHOLD ) VIOLATION INFORMATION Nancy Conlon 310 Huntington Blvd. Peconic, NY 11958 ) Defendant(s) The undersigned Town Employee of the Town of Southold, being duly sworn, says that On and before August 12, 2009 at 310 Huntington Blvd., Peconic, Town of Southold, County of Suffolk, State of New York, the defendants Nancy Conlon wrongfully, intentionally, knowingly, recklessly, with criminal negligence, committed the offense of violating Southold Town Code Section 280-13 (A) 1. § 280-13 Use regulations. [Amended 3-14-1989 by L.L. No. 3-1989] In A-C, R-80, R-120, R-200 and R-400 Districts, no building or premises shall be used and no building or part of a building shall be erected or altered which is arranged, intended or designed to be used, in whole or in part, for any uses except the following: A. Permitted uses. (I) One-family detached dwellings, not to exceed one dwelling on each lot. To wit; the defendant did convert an existing accessory building (accessory to an existing single family dwelling) to living space on the above referenced property and rented it out as an apartment, constituting a second dwelling unit. This use is not permitted in the Residential R-40 district. This complaint is based on personal observation, records and files of the building department, and defendant's own statements. SWORN TO BEFORE ME THIS ) ~ DAY OF Signature of Official Administering Oath Notary Public Title Town of Southold ,20 Oq CONNIE D. BUNCH Notary Public, State of New York No. 01BU6185050 ~ Opalifi~ in Suffolk County , t;ommlssion ,':xpires April 14, 2'oJ~.. Local Criminal Court TOWN OF Southold Docket No. (s) STATE OF NEW YORK ) COUNTY OF SUFFOLK ss TOWN OF SOUTHOLD ) VIOLATION INFORMATION Nancy Conlon 310 Huntington Blvd. Peconic, NY 11958 ) Defendant(s) The undersigned Town Employee of the Town of Southold, being duly swom, says that On and before August 12, 2009 at 310 Huntington Blvd., Peconic, Town of Southold, County of Suffolk, State of New York, the defendants Nancy Conlon wrongfully, intentionally, knowingly, recklessly, with criminal negligence, committed the offense of violating Sonthold Town Code Section 144-8(A)1. § 144-8. Building permit required; application for permit. A. Building permit required prior to commencement; exceptions. (1) No person, firm or corporation shall commence the erection, construction, enlargement, alteration, removal, improvement, demolition, conversion or change in the nature of the occupancy of any building or structure, or cause the same to be done, without first obtaining a separate building permit from the Building Inspector for each such building or structure. A building permit shall be required for any work which must conform to the Uniform Code, and Energy Code, except that no building permit shall be required for: To wit; the defendant did make additions and alterations to an existing accessory building on the above referenced property without first obtaining a building permit. This complaint is based on personal observation and records and files of the building department. SWORN TO BEFORE ME THIS ]q~/3 DAYOF Signature of Official Administering Oath Notary Public Title Town of Southold CONNIE D. BUNCH N0ta*l~oU, b~:~uSt~8 0f New ¥0 rk · ~50 Qual~ in ~k ~n~ commissi~ Expires Ap~l ]4, PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631 ) 765-4330 Fax: (631) 765-4643 September 29, 2010 John DiGiuseppe Senior Public Health Sanitarian Suffolk County Health Department 360 Yaphank Avenue, Suite 2C Yaphank, NY 11980 Re: R10-05-0071 Nancy Conlon Accessory Apartment in Accessory Building Dear Mr. DiGiuseppe: In accordance with our telephone conversation on September 29, 2010, I have prepared an application for renewal of the Health Department permit. Also enclosed is a survey with the proposed expanded sanitary system. The accessory building was constructed prior to zoning and converted to living space by prior owners. There were two dwellings on the property, the main house and the accessory structure. Mrs. Conlon received Health Department approval for the water and sanitary for bathrooms in the two structures, but the existing sanitary will need to be enlarged for the additional bedrooms in the accessory building by replacement of the septic tank and additional leaching pool. The Town of Southold would not issue a certificate of occupancy for the main house until Mrs. Conlon obtained Zoning Board approval for the living space in the accessory building. We have an application pending. If it is approved we will enlarge the sanitary system to accommodate the additional bedrooms. Thank you for your continued courtesies. cc: Southold Town Building Department Southold Town Zoning Board of Appeals BOARD MEMBERS Leslie Kanes Weisman. Chairperson James Dinizio Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road ° RO. Box 1179 Southotd, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.north fork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 MEMO Date: August 23, 2010 To: Damon Rallis, Code Enforcement From: Board of Zoning Appeals RE: Conlon, your file #1138 Comment: We have received an application for a special exception for an accessory apartment in an accessory structure from Pat Moore, regarding Nancy Conlon, 310 Huntington Blvd., Peconic. The Board is requesting comments from you and would like you to attend the hearing in the future to answer any additional questions. Attached are three surveys, the Board would like a history of the property also. I have your file and the building department file. I am returning both to you. Thank you. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southotd, New York 11971 Tel: (63 l) 765-4330 Fax: (63 l) 765-4643 October 28, 2010 Southold Town Zoning Board of Appeals Chairperson Leslie Weisman, and Board Main Road Southold, NY 11971 By Hand Re: Nancy Conlon Accessory Apartment in Accessory Building Date of Hearing: October 21, 2010 Dear Ms. Weisman and Board: With reference to the above, enclosed please an original and five copies of my letter in response to Damon Rallis' memorandum together with Post Hearing Memorandum. Please make this part of the file to assist you in rendering your decision. Thank you. PCM/bp encls. C: Southold Town Attorney Nancy Conlon Once the structure is determined to be Kin existence and be eligible for or have a valid certificate of occupancy issued prior to January 1, 2008" the inquiry ends. The permit history of the property is also evidence that the accessory structure was Kin existence prior to January 1, 2008". Mr. Rallis provides an incomplete permit history to the Board because he failed to point out that in 2002 building permit #28491 was issue to the prior owner Mr. Hildreth to make ~alterations and additions" to the main dwelling. Mr Hildreth demolished the main existing foundation remaining. Mr. Hildreth structure comfortable so that he could live in while the building permit was open and, upon without objection from the building department. dwelling with only the had made the accessory the accessory structure information and belief, The building permit was still open when Mrs. Conlon purchased the property in 2002 and she continued with the renovations for the accessory structure started by Mr. Hildreth. She continued to live in the accessory structure. The Building Department will generally allow the property owner to live on the premises if there is a suitable structure, either an existing structure or a trailer, with the expectation that upon completion of the house the owner must convert the accessory structure to a non-dwelling use. In the Conlon's case the accessory structure was already habitable, a safe and suitable structure, but upon completion of the house the accessory structure had to be converted to a non-dwelling use. In 2003 Mrs. Conlon under Building Permit 29565 obtained a permit to ~demolish the existing foundation" of the main dwelling. Mrs. Conlon demolished the foundation, however, the accessory structure remained. As further evidence that the accessory structure existed prior to January 1, 2008, Mrs. Conlon was issued building permit #31842Z in 2006 which permit stated: ~Construction of a new single family dwelling- modular, with garage under, front porch and rear deck, subject to ZBA variances for accessory". The building department allowed her to continue to live in accessory structure, during construction, however she was advised that she would require action of the ZBA. The bulding department advised Mrs. Conlon that if she wished to keep the accessory structure as habitable space she would require ZBA action. The building permit of the new house has been renewed and remains open but the certificate of occupancy will not be issued until the use of the accessory structure is determined~ The accessory structure was a significant investment and added value to the property. Mrs. Conlon considered various alternative uses to the existing building. I have prepared the applications required to preserve the accessory structure so I am personally familiar with her efforts to find a suitable and acceptable use of the accessory structure. The adoption .of the accessory apartment law, we hoped, would address the personal circumstances of the Conlon family and preserve a safe and beautiful living space for young people who currently work and live in the Town of Southold but can not afford to live independently. The applications which would have been eligible for a certificate of occupancy prior to January 1, 2008, and made prior to the adoption of the accessory apartment law, are as follows: On September 13, 2006 Pat Conklin issued a ~notice of disapproval" for a "studio". About this time the building department required ZBA approval for ~'studios" but the Zoning Board did not permit use of accessory structures for ~studio". This application was discontinued. In April 2007 Nancy Conlon made an application to the building department to convert the existing accessory structure to a pool house. A notice of disapproval was issued on May 11, 2007. I prepared an application to the Zoning Board of Appeals for a pool house, however, after meeting with multiple pool contractors Mrs. Conlon could not afford a pool so the application was not filed with the ZBA. Personal circumstances interfered with her completion of the house and applications to preserve the improvements to the accessory structure. In July 31, 2009 Mrs. Conlon while at work fell and had two severe knee injuries. She had two knee operations, one knee was replaced and the other ACL repair. One and one-half years of physical therapy followed. She was out of work for 188 days and had to fight with workers comp to pay her medical bills. In 2010 Damon Rallis initiated Town Code summons, however, the notices were sent to an unknown address at 245 First Street, Cutchogue. When Damon Rallis appeared at her door she immediately addressed the complaint. We agreed in Court to diligently pursue the application before you. The final plan to preserve the existing structure for her family is to connect the structure to the dwelling. Prior to adoption of the accessory apartment law, Mrs. Conlon had her architect prepared plans to connect the accessory structure to the dwelling with a heated underground corridor. The heated connection was proposed underground to preserve the exterior conditions of the property. The connection of the two structures preserves most of the improvements in the accessory structure. This remains an expensive alternative to maintain the accessory structure as habitable space (not an "accessory apartment-). However, this application is not necessary if the accessory apartment use in the accessory structure is granted. The accessory apartment law is exactly what she prayed for to keep her family together and provide independent living space for her children. The Building Department would not permit Mrs. Conlon to use the inside of this structure for more than a garage or storage without approval from the Zoning Board of Appeals. The building itself pre-dates zoning and the Assessors list the structure as ~two story" garage. At minimum, since 1961 the accessory building would have been eligible for a certificate of occupancy prior to January 1, 2008 as "two story garage or storage building". Neighbor's affidavits prove that the structure pre-dates zoning. Therefore, correcting Mr. Rallis's memo to the Board, this accessory structure existed prior to zoning and, throughout the years, would have been eligible to receive a certificate of occupancy prior to January 1, 2008. Thank you for your continued courtesies. Very truly yours, Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. New York I 1971-0959 Telephone (631 ) 765-1802 Fax (631) 765 9502 BUILDING DEPARTMENT TOWN OF I~IOUTHOLD Nancy Conlon 245 First Street Cutchogue, NY 11935 Re: 310 Huntington Blvd. SCTM# 1000-67.-4-8 Violation To Whom It May Concern: It has come to our attention that work has been done on an accessory building at the above referenced property without first obtaining a building permit. Pursuant to Chapter 144-8(A)(1) of the Southold Town Code, '~No person, firm or corporation shall commence the erection, construction, enlargement, alteration, removal, improvement, demolition, conversion or change in the nature of the occupancy of any building or structure, or cause the same to be done, without first obtaining a separate building permit fi.om the Building Inspector for each such building or structure." In addition, we also have information that proves that the use of the building is in violation of Southold Town Code, pursuant to Article III, 280-13, "permitted uses." "Garden house, tool house, storage building, playhouse, wading pool, swimming pool or tennis court incidental to the residential use of the premises and not operated for gain..." In order to rectify this matter, you have ten (10) days from the receipt of this letter to contact this office, at (631) 765-1802, between the hours of 8:00 a.m. and 4:00 p.m. If yo~tim~ll be taken against you. Damon'fi'Rallis, Zoning Inspe-"ctm~---~' Southold Building Department I II II II I I 11 II II II SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE, SUITE 2C, YAPHANK, NY 11980 (631) 852-5700 FOR OFFICE USE ONLY Health Department Ref. No. APPLICATION FOR EXTENSION, RENEWAL OR TRANSFER OF EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIQN$ PLEASE TYPE OR PRINT LEGIBLY EXISTING REFERENCE NUMBER ~ 10 - 0~' "O0'-'~ i Dist. Sect. Block Lot Tax Map No. 10~)0 {o"~ I./ 8 N[fAnME OF APPLICANT /~ (k/~ ~OO [ ~lr'~ ame is different from original applicanL see insmct~ for transfemn$ a permit and complete section 6 below.) Mailing Address ~-O~c~ ~q ~C~,t/%Tleh°n= 7 7-qlq NAMEOFAGENT(Ifnotappbcant) ~t~ C. ~ ~ · Mailingiddress ~lO~ ~i~ ~8 ]Phone ~& q~O DATE OF ORIG~AL APPROVAL (If more than 6 years old, a new application will be required.) TRANSFER OF PERMIT: I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; SIGNATURE OF OPdGINAL PERMIT HOLDER/AGENT PRINT NAME DATE MAILING ADDRESS PHONE Application is hereby made to [ ] extend,~ renew, [ I transfer for a permit to construct in accordance with this application, surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are tree and correct, and that all work shall be done in accordance with all applicable Town, County, State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." Signature of Applicant Print Name of Applicant /V/~/vc.,,f Date Title If you are making Substantial revisions or modifications to a project that has already received a permit to construct from the Department, or it the permit is more than six (6) years old, a new application will be required. Renewed permits are subject to any chan~es in standards enacted after the approval date of the original permit. DEPARTMENT USE ONLY Permit is Extended/Renewed/Transferred Until Number of Bedrooms Approved __ Signature of Department Representative Date WWM-104 (Rev. 8/05) Page 1 of 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ANNEX P.O. BOX 1179 SOUTHOLD. NY 11971 7008 1830 0004 5083 3587 NANCY CONLON  245 FIRST STREET CUTCHO6UE, N.Y. 11935 j. ~. ~..~... ,e. ,. ~...,.... ~ ~.., 012H16209170 $05.54_o 06/19/2009 Mailed Flora 11971 US POSTAGE I,,,ll,,,llhh,,,Ih,,,h,,,ihh,lll,,,,hl,,I,,hhl,,,hll · Complete items 1, 2, and 3. Also complete item 4 if Restdctsd Delivery is desired. · Pdnt your name and address on the reveme so that we can tatum the card to you. · Attach this card to the back of the mailpiece, or on the front if space permits. 1. Aa~ Addressed to: A. Signature [] Agent X [] Addressee B. Received by ( Printed Name) C. Date of Delivery D. Is detivery address different from item 1 ? [] Yes If YES, enter delivery address below: [] No 3, Service Type [] Certified Mail [] Express Marl [] Registered [] Return R~ceipt for Merchandise [] Insured Mail [] C.O.D. 4. Restricted Delivery? (Extra Fee) [] Yes 2. Article Number (Transfer from service label) PS Form 3811, February 2004 Domestic Return Receipt 102595~2-M-1540 TEST HOLE DA 7'.4' (TEST HOLE DUC BY McDONALD GEOSCIENCE ON DECEMBER 6, 2005) 121' P SURVEY OF LOTS 86 &: 87 MAP No. 2 OF PECONIC SHORES FILE No. 654 FILED SEPTEMBER 15, 1930 SITUATED AT PECONIC TOWN OF SOUTHOLD ~ ~'~ SUFFOLK COUNTY, NEW YORK /~.LJ -~ ,...S.C. TAX No. 10,0,0-67-04-08 PECONIC ABSTRACT, Inc. REFERENCED TO 1929 N.G.V.D, DATUM ELEVATIONS ARE SHOWN THUS: ' '; LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS, OLD SEPTIC SYSTEM TO BE ABANDONED AND EITHER ROMOVED OR FILLED WITH CLEAN SAND AS PER S.C.O.H,S. SPECIFICATIONS. PHONE (651)727-2090 Fox (63~)727 1727 OFFICES LOCATEO AT k~AIUNC A~R~SS TEST HOLE DATA (TEST HOLE DUD BY MCDONALD GEOSCIENCE ON DECEMBER 5, 2005) / SURVEY OF [JOTS 86 & 87 MAP No. 2 OF PECONIC SHORES FILE No. 654 FILED SEPTEMBER 15, 193,0 SITUATED AT PECONIC TOWN OF $OUTHOLD SUFFOLK COUNIY, NEW YORK S.C. IA× No. 1000-t57-04-08 SCALE 1"=20' JUNE 19, 2000 wY 5. 2oo~ UPD^T~ su~ AU(;UST 1 2005 ADDED ADDITION~,L SURROUNDING WELLS & CESSPOOLS DECEMI~ER 13, 2005 ADDED TESTHOLE AREA = 11,886.89 sq. ff. 0.273 ac. CERTIFIED TO. FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK PECONIC ABSTRACT, Inc. NANCY CONLON NOTES: 1. ELEVATIONS ARE REFERENCED TO 1929 N.G.V.D. DATUM EXISTING ELEVATIONS ARE SHOWN THUS: !c ,. 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. // 5. OLD SEPTIC SYSTEM TO BE ABANDONED AND EITHER ROMOVED OR FILLED WITH CLEAN SAND AS PER S.C.D.H.S. SPECIFICATIONS. ~5~-' PHONE (631)727-2090 Fox (631)727-~727 N SURVEY OF LOTS 86 & 87 MAP No. 2 OF PECONIC SHORES FILE No. 654 FILED SEPTEMBER 15, 1950 SITUA TED A T PECONIC TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-67-04-08 SCALE '1"--20' JUNE '19, 2000 MAY 5, 2003 UPDATE SUR~EY AUGUST 1, 2005 ADDED ADDITIONAL SURROUNDING WELLS & CESSPOOLS AREA = 11,886.89 sq. ff. 0.275 ac. CERTIFIED TO: FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK PECONIC ABSTRACT, inc. NANCY CONLON COPY I:OR YOUR INI:ORMATION ?11o1 '" A. Ingegno Surveyor PHONE (631)727-2090 Fax (631)727-1727 TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 6, 2005) BROWN CLAYEY SAND SC BROWN FINE TO COARSE SANDSC WA'rER IN BROWN FINE TO COARSE SAND SC WATER ~N BROWN CLAYEY SAND ANO SANOY CLAy SC & CL 47' x ~ SERVfCE 4 x,% f %°°,,. WELL (LOCATION PROVIDED BY OWNER) BUILDING COVERAGE SURVEY OF LOTS 86 84 87 MAP No. 2 OF PECONIC SHORES FILE No. 654 FILED SEPTEMBER 15, ~930 SITUA TED A T PECONIC DESCRIPTION AREA % LOT COVERAGE HOUSE 926 sq. ff. 7.8% POOL HOUSE 528 sq. ff. 4.4% DECKS & PORCHES 610 sq. fl, 5.1% PROPOSED POOL 64 sq. ft. 0.5% IUGUST 1, 2005 ADDED ADDITIONAL SURROUNDING WELLS & CESSPOOL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C, TAX No. 1000-67-04-08 SCALE 1"=20' JUNE 19, 2000 MAY 5, 2005 UPDATE SURVEY DECEMBER 13, 2005 ADDED TEST HOLE JANUARY 25, 2006 ADDED WELL & CESSPOOL MEASUREMENTS AREA USED FOR BUILDING COVERAGE: FEBRUARY 7, 2006 SHOW DISTANCES FROM WELLS TO CESSPOOL FEBRUARY 9, 2006 SHOW SEPTIC TANK TO BE RELOCATED APRIL 15, 2006 FOUNDATION LOCATION dANUARY 9, 2007 FINAL SURVEY FEBRUARY 27, 2007 REVISED POOL NOVEMBER 6, 2009 ADDED PROPOSED ADDITION SEPTEMBER 30, 2010 ADD PROP UPGRADE OF SEPTIC SYSTEM MARCH 11, 2011 ADDED BUILDING COVERAGE AUGUST 2. 2011 REVISE PER SCDHS NOTICE DATED 07/21/2011 AREA = 11.887 sq. ff. 0.273 ac. CERTIFIED TO: FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK PECONIC ABSTRACT. ~nc. NANCY CONLON / NOTES; 1. ELEVATIONS ARE REFERENCED TO 1929 N.G.V.D. DATUM ~.~. EXISTING ELEVATIONS ARE SHOWN THUS: ~ 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 3. SEPTIC SYSTEM STRUCTURES TO BE ABANDONED ARE TO BE PUMPED CLEAN ~'~' AND REMOVED AS PER S.C.D.H.S. SPECIFICATIONS. PREPARED IN ACCORDANCE M~ UM eY THE LIAL S AN~~F~2% SUCH USE BY TITLE ASSOCIATIO UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTEDHEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI EU}ION CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. N.Y.S. Lic No 50467 Nathan Taft Corwin III Land Surveyor Successor To: Stonley J, Isoksen, Jr. ES Joseph A. Ingegno LS T~tle Surveys -- Subdivisions Site Plons Construction Layout PHONE (631)727-2090 Fox (651)727 1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Rood PO. Box 16 Jamesport, New York 11947 Jomesport, New York 11947 ~3-167 FROM :YC~TT_MCK~Y FHa, NO. : 631 28? 7010 Feb. ~_ 2006 {2:52PM P2 New York State Insurance Fund Workers' Co mpen ~ation & DL~bility ~t~nef#,~ Spaclally~ Slnc¢ 2914 $ ~RATE CENTER DR. ~D FLR, MELVILLE, NEW YORK ~ n 7~7-3129 CER~FICATE OF WORKERS' COMPENSATION INSURANCE TURI$~Y MODULAR HOMES ~NC 24 HARRISON AVENUE SOU'~IAMP¥ON NY 11968 FOLICYHOLDER TURN-KEY MODULAR HOMES INC 24 HARRISON AVENUE ~9OUTHAMPTON NY ~ f960 TOWN OF $OUTHOLD P. O. BOX 1179 $OOTHOLD NY 11971 POLICYEUMBE~ i CERTIFtCATENUME~ER I P~RIODCOVEREDBYTHIS CEF{T~t~[CATE I--'~ATE .......... I 1346 62S-$ I .... ~449g 02{30,t2004 TO 02/~'0/9007 ] lJ7~'~0__0.~ ...... ?HIS [$ TO C~F{TiFY THAT THE POLICYHOLDER NAMED ASOVE I$ INSURED WITH THE NEW YORK STATE INSURANCE ~UND UNDI;R POLICY NO, 1346S-~-3 UNTIL 02/20/2007, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLD{:H FOR WORKERS' COMPENSATION tJ~DER THE NEW YORK WORKERS' COMPENSA~ON LAW WITH RESPECT TO ALL OPERJ~TION~ IN THE STATE OF NEW YO~K, ~XCEI~T AS INDICATED IF SAID POLICY tS CANCELLED, ~ CHANGED PRIOR TO 02~20~097 tN SuCH NtANNER AS TO AFFECT THIS CERIIFICATE, 30 DAYS WRI3-FEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFI(]A'rE HOLDER ABOVE. NOTICE BY REGULAR MAL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH ?HIE PROVISION. THIS C~RTIFICATE DOE~ N;T SPPLY TO BUILDING DI~MOLITICN. THIS CERTIFICATE iS I~UED AS A ~TTS~ OF INFORMATION ONLY AND CONFER$ NO RIGHTS NOR INSURANCE COV~A~;¢' UPON THE; CERTIFICATE HOLDER, THiS CERTIFICATE DOES NOT AMEND, EXTEND OR ALl'ER THE COVERAGE AFFORDED BY THE POLICY. NFW YORK ~TATE IN$1.IRANOF FI,INr) This oer~flcate can be validated on our web site at https;/Avww, ny~.comlcert/cerbaLas~ or by calling (888) t~-25.3 VAL[DATtON NUMBEPc 69016S~49 518-486-4487 H¥SDOS CODES D ~-i~A~TM E NT 4 I STATE GEOROE E, PATAKI Mr. ?.chert E, Hoffman Director of Englneering Mnncy Homes, Inc. P,O. Box 246 - Route 442 East Mu)ney, PA 17756 December 29, 2004 Dear Mr. Roffroan: RE: M 1387-024)70 RE1NEWAL System approval - CONDITIONAL In reference to your written request dated December 9, 2004, your ori~nal approval dated December 18, 2002 to construct Factory Manufactured Detached One- and Two-Family Dwellings and Multiple Siogb- Family Dwellings Crownhou~es) System of Models designated M 1.387-02-070, is hereby renewed as authorized under 9 NYCRR 1209. TI:tis approval will remain in effect until December 18, 2006 unless sooner revoked, and b sut~ieet to renewal thereafter. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are; ].The manufacturer is to submit to the Division a dopllcate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that "the pla~ts and specifications of the permit set are derived lrrom, and consistent with the plans and specifications associated with this approval on file with the Division and thi~ conditional approval letter," The certifying architect or engineer may not be a~Iiated or ~sociated with the manufacturer's quality assurance agency. The following me specific requirements regarding the contents of the permit set. 1.1. A set of drawings comprising at'k minimum: I.l.lCover sheet which contains information on: - Prqiect location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category; Wind Speed~ Live Loads, Dead Loads, etc. - Applicable building codes and design specificatqons - Energy code information: statement by professional of compliance with ~'ner,~y Conxervation Construction Cgde of ~v'ew York S~ate. 2002 F~:lirion. Method of compliance and pertinent documentation shall be provided. - Occupancy classification - Construction ,type classification - General notes - Index ofdrawin~ 2~/29/2064 15;5! 5~8-48S-4487 NVSD8S CQDES Robert E. Hoffman Decem~r 29, 2004 Page 2 - Matmfacturer's title block - Certification, by design professlenal, of derivation fi-om approved system set drawings and this conditional approval letter 1.1.2 Elevations 123 Floor plans which conveythe information on: - Required a~d provided light ventilation, egress, window and door schedules - Unambiguous identification of structural members - Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan 1,1.5 l~uilding cross section with information on: - Building integration (module connections) details - Location ofrequlred fire stopping - Roof truss bracing and structural connections i. 1.6 Roof system Special requirements addressed (such as sliding, drk~fing or unbalanced snow Icad conditionS) ~= 1.1.7 Non-eypieal derails (such as prow roof, cantilever beams, etc.) 1.2 Sununary o£refemnoes to system {or selection of structural members. 1.3 Each page of drawin~ and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information about project location, production serial number, and NYS insignia number, 3.The manufacturer will promptly address the deficiencies of submi~als. 4. The system co;~ditional approval is subject to termination upon evaluation o¢compllanoe with the provisions of the Uniform Code. 5. The Division will conduct qua[iD' control review of permit set submittals to evaluate compliance with the above conditions and with ~e provisions of the Residential (!ode ofNe~ YorkState. Deficiencies will be reported to Manufacturer name and are to he promptly addressed. The approval is indicated by the New York State Department of State =Stamp of Approval" placed on the origiaalIy submitted set of plans and by this qualifying letter dated December 29, 200& A copy of the flint two pages of this letter shall accompany ca ch set of plans submitted for a building permit and be deemed a duplicate original. Division of Code Enforcement and Administration cc: PF$ Corporation File 02-070.wpd STEPHEN ROSSETTI ARCHITECT May 12, 2008 28 TURTLE COVE DRIVE SOUTHAMPTON, NY TELEPHONE: 6~lw283-53S2 Town of Southold Building Department Main Road PO Box 1179 Southold, N.Y. 11971 Re~ Conlon Residence Huntington Blv'd. Southold, N.Y. 11971 To whom it may concern: The Accessory Building structure at the above address is as follows: Foundation: * 8" CMU First floor: · 4" concrete slab · Moisture barrier · Plastic laminate First floor walls: · Wall height 8'- 1 ½" · 8" CMU · 2x4 ~ 16" oc studs · R 11 insulation · 1/2" gypsum board First floor ceiling/Second floor: · Gypsum board · 2x8 ~ 16" ocjoists · ½" plywood sheathing · Vapor barrier · Plastic laminate Second floor walls: · Wall height 8'- 5" · Cedar shingles · 15# building paper · ½" plywood sheathing · 2x4 ~ 16" oc studs · R 11 insulation · 1/2" gypsum board Second floor ceiling/roof: · Asphalt shingles · 15//building paper · ½' plywood sheathing · 2x6 ~ 16" oc studs · R 11 insulation · 1/2" gypsum board Sincerely, .49 Wind Speed 120 3 SG NY Desi.qn Specifications - Attachment-1 Home Ident. (Job No.): Site Location: 38851 Southold, NY Suffolk Co. Design Loads: Ground Snow Load: 45 Seismic Category: B Wind Speed: (3 Sec. gust) 120 Floor LL: (Liv'g / Sip'g) 40 / 30# Floor DL: 10# Applicable Bldg Codes: Residential Code of NYS NYS ECCC 2002 - See Attached REScheck NEC 1999 Occupancy Classification: 1 Family Detached Construction Type Classification: Wood Framed Unprotected Index of Addtl. Specific Dwgs: Floor Plan Electrical Plan Foundation Elevations Factory Connections(110&120 wind) Field Connections Sht 7a_1(110&120wind) Field Connections Sht 7a_2(1 lO&120wind) Simpson Cut Sheets(110&120wind) References: Window/Door Schedules - System Dwgs. Sht 3c Calc, Manual - 55 Design Sidewall Studs - Pg 97 Marr. Wall Studs- Pg 212 Floor Joist - Pg 2 (55 psf Manual) ¢ ~:;~ ~ A~achment-1 J ~ NY Design Specifications - Attachment 2 55 Ground Snow - 26 Wide - Ranch/R.Ranch - 5-7/12 Exterior Header Schedule Symbol Header Max. Span Calc Ref A 3-2x6 SPF 2/1 6'-0" 132 B 3-2x8 SPF 2/1 7'-7 1/4" 132 C 3-2x10 SPF 2/1 9'-3 1/4" 132 D 3-2xl 2 SPF 2/1 10'-9" 132 E 3-1.5"x5.5" ML 8'-0" 136 F 3-1.5"x7.25" ML 10'-6 1/2" 136 G 3-1.5"x9.25" ML 13'-5 1/2" 136 H 3-1.5"xl 1.25" ML 16'-4 1/2" 136 Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref 1 1-2x4 SPF 2/1 2'-3" 223 2 1-2x6 SPF 2/1 3'-5" 223 3 1-2x8 SPF 2/1 4'-4" 223 4 1-2x10 SPF 2/1 5'-3 1/2" 223 5 1-2x12 SPF 2/1 6'-1 1/2" 223 6 1-1,5"x9.25" ML 9'-1" 227 7 1-1.5"xl 1.25" ML 10'-11" 227 8 1-1.5"x16" ML 15'-1 3/4" 227 9 I-1.5"x18" ML 16'-10 3/4" 227 10 2-1.5"x16" ML 21'-1" 235 11 2-1.5"xl 8" ML 23'-9" 235 Attachment - 2 NY Desiqn Specifications - Attachment 3 55 Ground Snow - 26 Wide - Two Story - 5-7/12 Exterior Header Schedule Symbol Header Max. Span Calc Ref A-1 3-2x6 SPF 2/1 4'-7 1/4 165 B-1 3-2x8 SPF 2/1 5'-10" 165 0-1 3-2x10 SPF 2/1 7'-1 1/2" 165 D-1 3-2x12 SPF 2/1 8'-3 1/4" 165 E-1 3-1.5"x5.5" ML 6'-11 1/4" 169 F-1 3-1.5"x7.25" ML 9'-1 1/4" 169 G-1 3-1.5"x9.25" ML 11 '-5 1/4" 169 H-1 3-1.5"xl 1.25" ML 13'-8 3/4" 169 Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref 1-1 1-2x12 SPF 2/1 4'-7 1/2" 260 2-1 1-1.5"xl 1.25" ML 8'-2 3/4" 264 3-1 2-2x6 SPF 2/1 3'-7 3/4" 272 4-1 2-2x8 SPF 2/1 4'-7 1/4" 272 5-1 2-2x10 SPF 2/1 5'-7 1/2" 272 6-1 2-2x12 SPF 2/1 6'-6 1/4" 272 7-1 2-1.5"xl 1.25" ML 11'-7 1/2" 276 8-1 2-1.5"x9.25"&11.25 ML 14'-6" 280 Attachment - 3 SHEARWALL DESIGN (per 1995 WFCM PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC BUILDING INFORMATION: JOB NUMBER = 051249 DATABASE NUMBER = 38851 PLAN NUMBER = TURNKEY / CONLON FIRST FLOOR LENGTH (W 1) SECOND FLOOR LENGTH (W z) FIRST FLOOR LENGTH (L~) SECOND FLOOR LENGTH (L2) TRUSS SPACING STUD SPACING (SOC) MAX. UNRESTRAINED OPENING HEIGHT WIND SPEED (FASTEST MILE) MEAN ROOF HEIGHT ADJUSTMENT FACTOR (C~RH) WALL HEIGHT ADJUSTMENT FACTQR (Cwo) 26 ff 26 ft 36 ft 36 ff 24 in 6.75 ff 100 mph Page 1 of 17 P ~005\051249~5I 2-24w"¢ex20-2sl°ry'mu"cy xls 9/15/2005 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV. OF MUNCY HOMES, INC USE A (2) 1.5" x 22 ga. STP, AP wi (39) 16 ga. STAPLES EACH END FIRST FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMSAND: (ALONG MATE LINE) USE A MIN OF (6) 112" DIA THRU BOLTS MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENDWALLS) USE A 1.5" x 20 ga STRAP w/{23) 16 ga STAPLES EACH END SHEARWALL SUMMARY: FIRST FLOOR ENDWALL: 7/16" OSB EXTERIOR (BLOCKED) w/7/16" OSB iNTERIOR (BLOCKED) WiTH Sd COMMON NAILS SPACED AT 3" EDGE FIRST FLOOR SIDEWALL: 7/16" OSB EXTERIOR (BLOCKED) w/1/2" GWB INTERIOR WITH 6d COMMON NAILS SPACED AT 6" EDGE SECOND FLOOR ENDWALL: 7116' OSB EXTERIOR (UNBLOCKED) w/1/2" GWB INTERIOR WITH 8d COMMON NAILS SPACED AT 6" EDGE SECOND FLOOR SIDEWALL: 7116" OSB EXTERIOR (UNBLOCKED) w/1/2' GW~ INTERIOR WITH 8d COMMON NAILS SPACED AT 6" EDGE CONNECTION SUMMARY: CONNECTIONS TO BE AS SPECIFIED OR EQUIVALENT UPLIFT CONNECTIONS REQUIRED TRUSS TiE DOWN: USE A SIMPSON HIO EACH TRUSS 2nd FLOOR STUD TO TOP PLATE: USE A 1 .S' x 26 ga. STRAP wi (12) 16 ga STAPLES EACH END, EACH STUD 2nd FLOOR STUD TO FLOOR BAND: USE A 1.5' x 26 ga. STRAP w/(12) 16 ga STAPLES EACH END. EACH STUD 1st CEILING BAND TO 2nd FLOOR BAND USE A SIMPSON LSTA18 @ 37" ON CENTER 1st FLOOR STUD TO CEILING BAND: USE A 1.6" x 26 9a. STRAP w/(12) 16 ge STAPLES EACH END, EACH STUD 1st FLOOR STUD TO FLOOR BAND: USE A 1.5' x 26 ga. STRAP w/(12) 16 ga STAPLES EACH END. EACH STUD FLOOR BAND TO SILL PLATE CONNECTION: USE A SIMPSON LSTA12 @ 60" ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 830 lbs LATERAL CONNECTIONS TRUSS TO TOP PLATE CONNECTION: USE (4) 0.131" x 2.5" COMMON NAIL (TOENAILED) PER TRUSS PLATE TO PLATE CONNECTION: ATTACH WITH 0.131" x 2.5" COMMON NAIL (FACE NAILED) AT 7" ON CENTER PLATE TO STUD CONNECTION: USE (4} 0.131" x 2.5' COMMON NAIL (ENDNAILED) PER STUD SO'I-i-OM PLATE TO FLOOR CONNECTION: ATTACH WITH 0.131" x 2.5' COMMON NAIL (FACE NAILED) AT 7" ON CENTER Page 2 of 17 P ~2D05\051249~512-24~(~ex 30-2 ~1° ~/ muncY xls 9/1512005 SHEARWALL DESIGN PREMIER BUILDERS (per 1 995 WFCM) A DIV. OF MUNCY HOMES, INC SHEAR CONNECTIONS SECOND FLOOR ENDWALL RIMBAND TO BOTTOMFFOP PLATE CONNECTION: USE 0.162" x 3.5" COMMON NAIL (TOENAILED) @ 4" ON CENTER SECOND FLOOR SIDEWALL RIMBAND TO BoTrOMfTOP PLATE CONNECTION: USE 0.162' x 3.5" COMMON NAIL (TOENAILED) @ 13" ON CENTER FIRST FLOOR ENDWALL RIMBAND TO SILL PLATE CONNECTION: USE 0.162" x 3.5' COMMON NAIL (TOENAILED) @ 3" ON CENTER SILL PLATE TO FOUNDATION CONNECTION: USE 1/2" ANCHOR BOLTS @ 22" O.C OR USE 5/8' ANCHOR BOLTS @ 32' O.C FIRST FLOOR SIDEWALL RIMBAND TO SILL PLATE CONNECTION: USE 0.162" x 3.5" COMMON NAIL (TOENAILED) @ 9" ON CENTER SILL PLATE TO FOUNDATION CONNECTION: USE 1/2' ANCHOR BOLTS @ 68' O.C OR USE 5/8" ANCHOR BOLTS @ 72" O.C HOLDDOWN CONNECTIONS SECOND FLOOR CORNER HOLDDOWN: NO PHYSICAL NOLDDOWN REQUIRED SECOND FLOOR CORNER STUD CONNECTION: FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 24" ON CENTER OR USE (5) 1/4" DIA. LAG SCREWS FIRST FLOOR CORNER HOLDDOWN: NO PHYSICAL HOLDDOWN REQUIRED F~RST FLOOR CORNER STUD CONNECTION: FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 8" ON CENTER OR USE (15) 1/4" DIA. LAG SCREWS FOUNDATION SHEAR FORCES FIRST FLOOR ENDWALL = FIRST FLOOR SIDEWALL = Page 3 of 17 P ~2°° 51°5124 gl512-24~¢e×30-2 si otY mun°Y ×Js 9/1 5/2005 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV. OF MUNCY HOMES, INC APPLICABILITY LIMITATIONS: MEAN ROOF HEIGHT (MRH) = 27.6 ft NUMBER OF STORIES = 2 FIRST FLOORWIDTH (Wi) = 26 fl SECOND FLOOR WIDTH 0N2) = 26 fl FIRST FLOOR LENGTH (L0 = 36 fl SECOND FLOOR LENGTH (L2) = 36 ft BUILDING ASPECT RATIO (L/W) = 1.38 FLOOR JOIST DEPTH = 9.25 in MAX. VERTICAL FLOOR OFFSET = 0 in FLOOR ASPECT RATIO (L/W) = 1.38 M .ELOORDI^PHRAGMOPEN,NGWIOTH: ,4.1,. SC- MAX. FLOOR DIAPHRAGM OPENING LENGTH = 9 ft FIRST FLOOR HEIGHT (HI) = 8 ft SECOND FLOOR HEIGHT (H2) = 8 ft CEILING ASPECT RATIO (L/W) = 1.38 MIN. SHEARWALL SEGMENT (H / 3.5) = 2.29 fl ROOF PITCH = 7 /12 DESIGN DOES NOT MEET LIMITATIONS OF THE WFCM METHODOLOGY"~ SEE ADDITIONAL CALCULATIONS CONNECTION INFORMATION: TRUSS TO PLATE CONNECTORS StMPSON H2.5 Z = SIMPSON H10 Z = FLAT STRAPS 1.5" x 26 ga. STRAP w/(12) 16 ga STAPLES EACH END Z = 1,5' x 22 ga. STRAP w/(20} 16 ga. STAPLES EACH END Z = 1.5" x 20 ga. STRAP wi (23) 16 ga. STAPLES EACH END Z = (2) 1.5" x 22 ga. STRAP wi (39) 16 ga. STAPLES EACH END Z = (2) 1.5" x 20 ga. STRAP wi (46) 16 ga. STAPLES EACH END Z = HOLDDOWNS wi I 112' EDGE DISTANCE MINIMUM 8' STEM WALL ASSUME 3000 psi Fc CONCRETE SIMPSON LSTHDSRJ Z = 1950 SIMPSON STHD10RJ Z = 3230 lbs SIMPSON STRD14RJ Z = 4430 lbs (2) SIMPSON STHDt4RJ Z = 8860 lbs 1/2" DIA. THRU BOLT Z = 725 lbs 1/2"ANCHOR BOLT Z = 1056 lbs 5/6" ANCHOR BOLT Z = 1488 lbs 1/4' DIA. LAG SCREW Z = 320 lbs 0.131" x 2,5" COMMON NAIL (FACE NAILED) Z = 90 lbs 0 131" x 2.5" COMMON NAIL (TOENAILED) Z = 74 lbs 0.131" x 2.5" COMMON NAIL (ENDNAILED) Z -- 50 lbs 0.162" x 3.5' COMMON NAIL (TOENAILED) Z = 159 lbs NOTE: SIMPSON CONNECTORS & FASTEN VALUES ASSUME SPF FRAMING MATERIAL ANCHOR BOLT VALUES ASSUME DF/SP VALUES Page 4 of 17 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV. OF MUNCY HOMES, INC DESIGN UPLIFT LOADS ROOF & CEILING ASSEMBLY DEAD LOAD = 15 psf WALL DEAD LOAD (WDL) = 12 psf FLOOR DEAD L~)AD (FDL) = 10 psf ROOF SPAN = 26 ff TRUSS SPACING (TOC)= 24 in STUD SPACING (SOC) = 16 in FIRST FLOOR HEIGHT (h~) = 8 ft SECOND FLOOR HEIGHT (H~) = 8 ft UPLIFT CONNECTION LOAD: {FROM TABLE 2.ZA. 1995 WFCM) AT 24' = 335 plf AT 36* = 474 plf AT 26' (wup)~ 358 pff REQUIRED TRUSS TIE DOWN: ~" O~ USE A SIMPSON Ht0 EACH TRUSS REQUIRED SID~ALL STUD ~E DOWN LO~ING: 2nd FLOOR STUD TO TOP PLATE: P~ = w~p * SOC = 358 * 16 / 12 = 478 lbs 2nd FLOOR STUD TO FLOOR BAND: 40t lbs 1st FLOOR STUD TO CEILING BAND: P~m= 401 Ibs-0.6'10psf*26ft/4*16in/12= Pl~b = 349 lbs 1st FLOOR STUD TO FLOOR BAND: 272 lbs USE A 1.5" x 26 ga. STRAP wi (12) 15 ga STAPLES EACH END, EACH STUD OR EQUAL OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 478 lbs SIDEWALL 1st CEILING BAND TO 2nd FLOOR BAND CONNECTION: SIDEWALL UPLIFT AT PERIMETER BAND: w~. = P~p - 66 = 478 lbs - 66 = 309 pff CHECK SPACING OF SIMPSON LSTA18: SIMPSON LSTA18 Z = 970 lbs BOC - Z / w~p = 37 in ON CENTER USE A SIMPSON LSTA18 ~ 37" ON CENTER OR CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 970 lbs Page 5 of 17 P ~zoosAo51249~512_24wldex3O_2story muncy ~[s 9/15/2005 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV. OF MUNCY HOMES, INC SrDEWALL 1st FLOOR BAND TO SILL PLATE CONNECTION: SIDEWALL UPLIFT AT SILL PLATE: wsp = P~m / SOC - 0.6 * FDL * W ~ / 4 = ws. = 165 pff CHECK SPACING OF SIMPSON LSTA12: SIMPSON LSTA12 Z = 830 STRAP OC = Z / w~o = 830 lbs / 165 plf = USE A SIMPSON LSTA12 ~ 60" ON CENTER OR CONNECTION TO '~THSTAND AN UPLIFT FORCE OF 830 lbs CHECK BENDING IN RIMBAND: DBL. 2x10 SPF #2 RIMBAND DESIGN VALUES: SECTION MODULUS (S)= 42.66 in3 ALLOWABLE SENDING (/b) = 875 psi M~Ax = 165 plf* (60/ 12)'2 = 8 APPLIED fb = 6186 in-lbs = 42.66 in^3 ALLOWABLE BENDING (t~) = 675 psi > APPLIED It) = 145 psi DBL. 2x10 SPF ~2 RIMBAND IS OK LATERAL LOAD AT ROOF/CEILING DIAPHRAGM ROOF SPAN = 26 ft ROOF PITCH = 7 /12 WIND PERPENDICULARTO RIDGE: (TABLE 2.5B, 1995 WFCM) AT 24' = 260 plf AT 36' = 325 plf AT 26' (wI-pe¢)= 271 plf 6186 in-lbs 145 psi 60 in ON CENTE Page 6 of 17 P ~2°°5~°51249L512 24wiCez3O-2st°~rnuncy 'Is 9/15/2005 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV, OF MUNCY HOMES, INC WIND PARALLEL TO RIDGE: (TABLE 2.5C, 1995 WFCM) AT 24' = 170 plf AT 3~ = 200 pff AT 26' (w~-para')= 175 LATERAL LOAD AT FLOOR DIAPHRAGM WIND PERPENDICULAR TO RIDGE: (TABLE 2.5B, 1995 WFCM) FL~' = 285 plf FL~ = FL~' ' CMRH * CWH = FL~p~ = 285 plf * 1 * 1 = FL~p~ = 285 plf WIND PARALLEL TO RIDGE: (TABLE 2.5C, 1995 WFCM) FL~' = 205 plf FL~pam = FI~.~' ' C~4p.~ * CwH = FL~a~ = 205 p]f * 1 * I = FLy,ara = 205 plf LATERAL FRAMING CONNECTION LOADS FROM WIND: (TABLE 2.1, 1995 WFCM) (FOR ROOF-TO-PLATE, PLATE-TO-PLATE, PLATE-TO-STUD, AND PLATE-TO-FLOOR) MULTIPLIER @ 24' O.C. (M 2~) = 2 MULTIPLIER @ 16" O.C. (M ~6) = 1.33 TRUSS TO TOP PLATE CONNECTION: Pc = w~wa~ ' M= 141 plf* 24 in = # OF 0.131 · x 2.5" COMMON NAIL (TOENAILED} REQUIRED = Z 282 !bs 282 tbs 74 ~bs USE (4) 0.131" x 2.5" COMMON NAIL (TOENAILED) PER TRUSS PLATE TO PLATE CONNECTION: SPACING OF 0 131" x 2.5" COMMON NAIL (FACE NAILED) = Z ' 12 = 90 lbs * 12 ~ 141 pff 4 NAILS 7 inOC ATTACH WITH 0.131" x 2.5" COMMON NAIL (FACE NAILED) AT 7" ON CENTER Page 7 of 17 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV. OF MUNCY HOMES, INC PLATE TO STUD CONNECTION: # OF 0.131 · x 2.5" COMMON NAIL (ENDNAILED) REQUIRED = P~: Z 138 lbs 185 lbs 60 lbs USE [4} 0.131" x 2.5' COMMON NAIL (ENDNAILED) PER STUD BOTI-OM PLATE TO FLOOR CONNECTION: SPACING OF 0.131" x 2.5' COMMON NAIL (FACE NAILED) = 4 NAILS ATTACH WITH 0.131' x 2.5" COMMON NAIL (FACE NAILED) AT T' ON CENTER SECOND FLOOR ENDWALL SHEATHING LENGTH REQUIREMENTS 26 fl 26 ft 36ff 36 ft 7/16" OSB EXTERI~3R (UNBLOCKED) w/112" GW6 INTERIOR 6 in D.C. (Sd NAILS OR EQUIVALENT) 330 pff (TABLE 3.17D, ~001 WFCM) -~~ 6.75 ft " 1.1~ ~TABLE 3.16, 19~5 WFCM) 14.8 ff FIRST FLOOR LENGTH ON ~) = SECOND FLOOR LENGTH (W 2) = FIRST FLOOR LENGTH (L1) = SECOND FLOOR LENGTH (L2) = SHEARWALL TYPE: SHEATHING EDGE 8d NAIL SPACING = SHEARWALL STRENGTH (V) = MIN. SHEARWALL SEGMENT LENGTH = FULL HEIGHT SHEATHING PROVIDED = 2nd FL. PERCENT FULL HEIGHT SHEATHtNG= 2nd FL. MAX. UNRESTRAINED OPENING HEIGHT = 2nd FL. PERFORATED ADJUSTMENT FACTOR (Cp) = 2nd FL, NUMBER OF SHEARWALLS (N~d) = SHEARWALL REACTION (P-~x~) = MIN. LENGTH SEGMENTED SHEARWALLS (L~) = P~.~2 / V = 4875 lbs / 330 = PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (ENDWALL) = Cp ' Lsw = 14.77 * 1,12 16.55 PERFORATED FULL HEIGHT SHEATHING REQUIRED = 16.55 ft PERFORATED FULL HEIGHT SHEATHING PROVIDED = 20,33 fl ENDWALL SHEARWALLS OK Page 8 of SHEARWALL DESIGN PREMIER BUILDERS {per 1995 WFCM) A DIV. OF MUNCY HOMES, INC SECOND FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) Vi = FL.~ * L = 285 plf ' 36 fl = 2 2 5130 lbs # 1/2" DIA. THRU BOLT = V~ 5130 lbs = 8 BOLTS Zl/2 BOLT 725 lbs USE A MIN. OF (8) tl2" DIA.THRU BOLTS TO All'ACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENDWALLS) (CHORD FORCE CONTINUITY) T= F,...*(L/23 = 285 pff* 36 fl /2= 1282.5 lbs 4 4 USE A (2) 1.5" X 22 ga. STRAP wi {39) 16 ga. STAPLES EACH END TO A~TACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND AN TENSILE FORCE OF 1283 lbs SECOND FLOOR ENDWALL: UPLIFT DUE TO OVERTURNING SECOND FLOOR WIDTH (W z) = 26 B SHEARWALL REACTION (R~) = 4875 lbs WALL HEIGHT (H) = 8 ft SEE PAGE 17 FOR CONNECTION DESIGN ~ ~ 5~R~ ~ Page 9 of 17 ~ D°$1°51249~512- z'~w~ d ex302 St °fY ml~nCY ×is 9/15/2005 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV. OF MUNCY HOMES, INC R[MBAND TO BOTTOM/TOP PLATE CONNECTION: EAT= (F¼~+W~)= 265plf+271 plf= V= LAT * L / 2= 566 plf* 36 ft / 2 = 10005 lbs # TOENAILS PER FOOT # TOENAILS PER FOOT V/Z/W= 10005lbs / 159 lbs/26 ff = 2.4 NAILS TOENAIL SPACING = 12/#= 12/2.4= USE 0.162' · 3.5" COMMON NAIL (TOENAILED) @ 4" ON CENTER FIRST FLOOR ENDWALL SHEATHING LENGTH REQUIREMENTS FIRST FLOOR WIDTH ON 1) ~- SECOND FLOOR WIDTH ON z) = FIRST FLOOR LENGTH (L~) = SECOND FLOOR LENGTH (Lz) = SHEARWALL TYPE: SHEATHING EDGE 8d NAIL SPACING = SHEARWALL STRENGTH (V) = MIN. SHEARWALL SEGMENT LENGTH = FULL HEIGHT SHEATHING PROVIDED = 1st FL. PERCENT FULL HEIGHT SHEATHING= 1st FL. MAX. UNRESTRAINED OPENING HEIGHT = 1st FL. PERFORATED ADJUSTMENT FACTOR(Cp) = 15t FL. NUMBER OF SHEARWALLS (N.~) = 26 fl 26 ft 36 # 36 ft 7/16' OSB EXTERIOR (BLOCKED) w/7/16' OSB INTERIOR (BLOCKED) 3 in O.C. (Sd NAILS OR EQUIVALENT) 1260 plf (TABLE 3.17D, 2001 WFCM) 2.3 ft 14fl 54% 6.75 ft 1.39 (TABLE 3.16. 1995 WFCM) 2 SHEARW.~LL REACTION (P~) = L~ * FL~a-/Nen~ + ~ = ~0005 lbs MIN. LENGTH SEGMENTED SHEARWALLS (L~w)= R~/V = 10005lbs/1260plf = 7.9 ff I PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (ENDWALL) = Cp * Lsw = 7.9ft'1.39= 11.0~" I PERFORATED FULL HEIGHT SHEATHING REQUIRED = 11.04 ff PERFORATED FULL HEIGHT SHEATHING PROVIDED = t4 ft ALL EXTERIOR SHEATHING TO BE BLOCKED UNO Page lOof 17 9/1512005 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV. OF MUNCY HOMES, [NC FIRST FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) V¢= 13*FL.~I4)*L= 3/4*285pff'36ff- 3847.5 lbs 2 2 # 112" DIA. THRU BOLT - V~ 3848 lbs = 6 BOLTS Z~ ~OtT 725 lbs USE A MIN. OF (6) 1/2" DIA-THRU BOLTS TO ATTACH MODULE TO MODULE ALONG MATE LINE MODULE TO MODULE CONNECTION AT FLOOR RIMBAND: (AT ENDWALL$) (CHORD FORCE CONTINUITY) T= I3*FL~.I4)*¢Lf21 = 3/4*285plf*36ft/2= 962 lbs 4 4 USE A t.5' X 29 ga. STRAP w/(23) t6 ga. STAPLES EACH END TO ATTACH MODULE TO MODULE AT EACH ENDWALL OR CONNECTION TO WITHSTAND AN T~NSlLE FORCE OF 962 lbs FIRST FLOOR ENDWALL: UPLIFT DUE TO OVERTURNING FIRST FLOOR WIDTH (W ~) = 26 ft SHEARWALL REACTION (Re~l) = 10005 lbs WALL HEIGHT (H) = 8 ff UPLIFT FORCE (U£~) = Rcd~ * H / W~ + UE~ = UE1= 10005 lbs * 8 ff / 26 ft + 1500 lbs = 4579 lbs SEE PAGE 17 FOR CONNECTION DESIGN FIRST FLOOR ENDWALL: SHEAR CONNECTIONS FIRST FLOOR WIDTH (W ~) = 26 ff FIRST FLOOR LENGTH (L~) = 36 ff FL~ = 285 pif Page 11 of 17 9/15/2005 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV. OF MUNCY HOMES, INC RIMBAND TO SILL PLATE CONNECTION: LAT= 285plf+271pff+3*285pff/4= V= LAT* L/2= 770 plf* 36 fl 12 = # TOENAILS PER FOOT = V/Z/W= I38531bsl1591bs/Z6ff= TOENAIL SPACING = 12/#= 12/3.4 = USE 0.162" · 3.5" COMMON NAIL (TOENAILED) ~ 3' ON CENTER SiLL PLATE TO FOUNDATION CONNECTION: # 1/2' ANCHOR BOLTS = V/Z= 13855 lbs / 1056 lbs = BOLT SPACING = (W-2)/(N- 1)= (26 ft- 2) / (14 - 1) = USE 1/2" ANCHOR BOLTS ~ 22" O.C ANCHOR BOLTS TO BE A MIN. OF 4" AND A MAX. OF 1'-0" FROM CORNERS # 5/8" ANCHOR BOLTS = V / Z = 13853 rbs / 1488 lbs = BOLT SPACING = (W- 2)/(N- 1)= (26fl-2)/(10- I)= USE 5/8" ANCHOR BOLTS ~ 32" O.C ANCHOR BOLTS TO BE A MIN. OF 4" AND A MAX. OF 1'-0" FROM CORNERS ~70 pff 13853 lbs 3.4 NAILS / ft 14 BOLTS 22 in 10 BOLTS 32 in Page 12 of 17 9/15/2005 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV. OF MUNCY HOMES, INC SECOND FLOOR SIDEWALL SHEATHING LENGTH REQUIREMENTS FIRST FLOOR WIDTH (W ~) = SECOND FLOOR WIDTH (W 2) = FIRST FLOOR LENGTH (L1) = SECOND FLOOR LENGTH (L2) = SHEARWALL TYPE: SHEATHING EDGE 8d NAIL SPACING = SHEARWALL STRENGTH (V} = MIN. SH~.RWALL SEGMENT LENGTH = FULL HEIGHT SHEATHING PROVIDED = 2nd FL, PERCENT FULL HEIGHT SHEATHING= 2nd FL. MAX. UNRESTRAINED OPENING HEIGHT = 2nd FL. PERFOP. ATED ADJUSTMENT FACTOR (Cp) = 2nd FL. NUMBER OF SHEARWALLS (Nsec) = 26 ft 26 ff 36 ft 36 ft 7116' OSB EXTERIOR (UNBLOCKED)w/1/2" GWB INTERIOR 6 in O.C. (8d NAILS OR EQUIVALENT) 330 pff (TABLE 3.17D, 2001 WFCM) 2.3ff 21.833 ft 61% 5.42 fl 1.24 (TABLE 3.18, 1995 WFCM) 2 SHEARWALL REACTION (P~e~) = W2 * w~ / Nside = P. sk~2= 26ft* 175pffl 2= 2275 MIN. LENGTH SEGMENTED SHEARWALLS (¼,~)= Rs~z/V -- 22751bs/330 plf = 6.9 ff PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (SIDEWALL) = Cp * Lsw = 6.9'1.24= 8.5 ft PERFORATED FULL HEIGHT SHEATHING REQUIRED = 8.55 ft PERFORATED FULL HEIGHT SHEATHING SIDEWALL SHEARWALLS OK SECOND FLOOR SIDEWALL: UPLIFT DUE TO OVERTURNING SECOND FLOOR WIDTH (W 2) = 26 ft SECOND FLOOR LENGTH (Lz) = 36 it SHEARWALL REACTION (Rs~e~) = 2275 lbs WALL HEIGHT (H) = 8 ft UPLIFT FORCE (Usz) = P~e~ * H / Lz = SEE PAGE 17 FOR CONNECTION DESIGN 2275 lbs * 8 fl / 36 fi = 506 lbs Page 13 of 17 9/15~2005 SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV. OF MUNCY HOMES, INC SECOND FLOOR SIDEWALL: SHEAR CONNECTIONS SECOND FLOOR WIDTH (W 2) = 26 ft SECOND FLOOR LENGTH (L2) = 36 ft F~ = 205 plf W~para = 175 plf 112" ANCHOR BOLT Z = 1056 5/8' ANCHOR BOLT Z = 1488 lbs 0.162" x 3.5· COMMON NAIL (TOENAILED) Z-- 159 lbs RIMBAND TO BOSOM/TOP PLATE CONNECTION: LAT = (FL~m + W~)= 205 plf + 175 pff = 380 p~f V= LAT* W/2= 380 plf* 26 ft / 2 = 4940 lbs # TOENAILS PER FOOT = V/Z/L= 4940 lbs / 159 lbs / 36 fl = 0.9 NAILS / ff TOENAIL SPACING = 12/#= 12/0.9 = USE 0.162" x 3.5' COMMON NAIL (TOENAILED) @ 13# ON CENTER FIRST FLOOR SIDEWALL SHEATHING LENGTH REQUIREMENTS FIRST FLOOR WIDTH (W 1) = SECOND FLOOR WIDTH (W 2) = FIRST FLOOR LENGTH (L~) = SECOND FLOOR LENGTH (Lz) = SHEARWALL TYPE: SHEATHING EDGE 8d NAIL SPACING = SHEARWALL STRENGTH tV) = MIN. SHEARWALL SEGMENT LENGTH = FULL HEIGHT SHEATHING PROVIDED = 1st FL. PERCENT FULL HEIGHT SHEATHING= 1st FL. MAX. UNRESTRAINED OPENING HEIGHT = 1 st FL. PERFORATED ADJUSTMENT FACTOR(Cp) = t$t FL NUMBER OF SHEARWALLS (Nme) = 26 fl 26 ft 36 ft 36 ft 7/16' OSB EXTERIOR (BLOCKED) w/1/2' GWB INTERIOR 6 in O.C (Sd NAILS OR EQUIVALENT) 436 pif {TABLE 3.17D, 2001 WFCM) 2.3 fl 19.2 ft 53 % 5.42 ft 1.4 (TABLE 3.16, 1995 WFCM) 2 SHEARWALL REACTION (Rsi~el) = WI * FL~pa~ / N~de + I~ = Rs~a~ = 26fi[*205plf/2+ 22751bs= 4940 lbs MIN. LENGTH SEGMENTED SHEARWALLS (Lsw): Rs~c, lIV = 49401bs/436plf = PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (SIDEWALL) = Cp * Lsw = 11,3'1.4= 11.3 ft 15.9 ft PERFORATED FULL HEIGHT SHEATHING REQUIRED = 15.86 ft PERFORATED FULL HEIGHT SHEATHING PROVIDED = 19.2 fi[ SIDEWALL SHEARWALLS OK SHEARWALL DESIGN PREMIER BUILDERS (per 1995 WFCM) A DIV. OF MUNCY HOMES, INC FIRST FLOOR SIDEWALL: UPLIFT DUE TO OVERTURNING FIRST FLOOR WIDTH ON 1) = 26 ft FIRST FLOOR LENGTH (L~) = 36 fl SHEARWALL REACTION (R~) = 4940 lbs WALL HEIGHT (H) = 8 fl UPLIF3' FORCE (UE~) = R~d~ * H / L~ + USZ = DE1 = 4940 lbs * 8 ft / 36 ft + 506 lbs = SEE PAGE 17 FOR CONNECTION DESIGN FIRST FLOOR SIDEWALL: SHEAR CONNECTIONS FIRST FLOOR WIDTH ON 1) = 26 ft FIRST FLOOR LENGTH (L~) = 36 fl FL~,~a = 205 plf w~ = 175 pff 1/2' ANCHOR BOLT Z -- 5/8" ANCHOR BOLT Z = 0.162" x 3.6' COMMON NAIL ('rOENAILED) Z: RIMBAND TO SILL PLATE CONNECTION: LAT = (FL~m.~ + W~para + 3 * FL~p~a / 4) = LAT= 205ph'+175pif+3*205pff/4= V= LAT* W~/2= 534 pff' 26 ft/2 = # TOENAILS PER FOOT = V / Z / L~ = 6939 lbs / 159 lbs I 36 ft = TOENAIL SPACING = 12/#= 12/1.2= USE 9.162' x 3.5' COMMON NAIL (TOENAILED) ~ 9' ON CENTER SILL PLATE TO FOUNDATION CONNECTION: # 1/2" ANCHOR BOLTS = V / Z = 6939 lbs / 1056 lbs = BOLT SPACING = (L - 2) ! (N - 1) - (36 fi - 2) / (7 - 1) = USE tf2' ANCHOR BOLTS @ 68" O.C ANCHOR BOLTS TO BE A MIN. OF 4" AND A MAX. OF 1'~" FROM CORNERS # 5/8" ANCHOR BOLTS: V / Z = 6939 lbs / 1488 lbs - SOLT SPACING = (L- 2)/(N- 1): (35fl- 2)/(5- I): USE ~'8' ANCHOR BOLTS ~ T2' O.C ANCHOR BOLTS TO SE A MIN. OF 4' AND A MA~. OF 1L0" FROM CORNERS t604 lbs 1058 lbs ' 159 6939 lbs 1.2 7 BOETS 68 in 5 BOLTS 72 in Page 15 of 17 ~:~20°$/°51249~12-24W~de×30-2st°ry'mun~/xfs 9/1 5/2005 SHEARWALL DESIGN PREMIER BUILDERS (per t995 WFCM) A DIV. OF MUNCY HOMES, INC COMBINED CORNER HOLDDOWN REQUIREMENTS UPLIFT FORCES: (SEE ABOVE FOR CALCULATIONS) 2nd FLOOR ENDWALL UPLIFT FORCE (U~.) = 1500 2nd FLOOR SIDEWALL UPLIFT FORCE (Usz) = 506 lbs 1st FLOOR ENDWALL UPLIFT FORCE (UE~) = 4579 lbs 1st FLOOR SIDEWALL UPLIFT FORCE (Us~): 1604 lbs DEAD LOADS: FIRST FLOOR WIDTH ON ~) = SECOND FLOOR WIDTH ON z) = FIRST FLOOR LENGTH (L~) = SECOND FLOOR LENGTH (L2) = FIRST FLOOR HEIGHT (H~) = SECOND FLOOR HEIGHT (Hz) = ROOF & CEILING ASSEMBLY DEAD LOAD (RDL) = WALL DEAD LOAD ONDL) = FLOOR DEAD LOAD (FDL) = 26 ft 26 ft 36ff 36ff 8ft 15 psf 12 psf 10 psf SIDEWALL SECOND FLOOR CORNER: ROOf DEAD LOAD = 0.6 ' RDL * W2 * L2 / 8 = ROOF DEAD LOAD- 0.6*15psf'26ff'36fl/8= WALL DEAD LOAD = 0.6 * (WDL * H2 * L2 / 2) = 0.6 ' '[2 psf* 8 ff * 36 ft / 2 = TOTAL DEAD LOAD = 1053 + 1037 = SIDEWALL FIRST FLOOR CORNER: WALL DEAD LOAD = 0.6 * ONDL * H~ * Lq / 2) = WALL DEAD LOAD = 0.6*12psf*Sff'36ff12= 2nd FLOOR DEAD LOAD = 0,6 * FDL * W 2 * L~ / 6 = 2nd FLOOR DEAD LOAD = O.6*lOpsf'26E*36fflS= TOTAL DEAD LOAD = 1037 ~' 702 = ENDWALL SECOND FLOOR CORNER: WALL DEAD LOAD = 0.6 ' (WDL * H2 * W ~ / 2) = WALL DEAD LOAD = 06*12psf'Sft*26ft/2= ENDWALL FIRST FLOOR CORNER: WALL DEAD LOAD = 0.6 * [WDL ' H1 ' W 1 / 2) = WALL DEAD LOAD= 0.6*12psf*Sft*26fl;2= 1053 lbs 1037 2090 tbs 1037 lbs 702 lbs 1739 lbs 749 lbs 749 lbs Page 16 of 17 P ~2o05/o51249/512_24wi~ex30_25to~y muncy xl$ 911 5/2005 SHEARWALL DESIGN (per 1995 WFCM) PREMIER BUILDERS A DIV. OF MUNCY HOMES, INC SECOND FLOOR CORNER HOLDDOWNS UPLIFT FORCE = 1500 lbs {MAX. OF SECOND FLOOR UPLIFT FORCES) FLOOR DEAD LOAD (DL2) = 2090 lbs + 749 lbs = 2839 lbs SECOND HOLDDOWN FORCE= NO PHYSICAL HOLDDOWN REQUIRED ("~-~~ SECOND FLOOR CORNER STUD CONNECTION 16d COMMON NAIL ALLOWABLE SHEAR (Z) = 184 lbs FORCE (U) = 1500 lbs (MAX. OF SECOND FLOOR UPLIF-~ UPLIFT NAIL SPACING (2 ROWS) = 2*H'Z = 2*Sft'1841bs= 241nO.C. U 1500 lbs #OFII4"D[A. LAGSCREWREQU[RED= _U 1500lbs = 5 LAGSCREWS Z 320 lbs FASTEN CORNER STUDS 2 ROWS OF t6~1 COMMON NAILS ~ 24" ON CENTER OR USE (5) 114" DIA. LAG SCREWS FIRST FLOOR HOLDDOWNS UPLIFT FORCE = 4579 lbs (MAX. OF FIRST FLOOR UPLIFT FORCES) FIRST FLOOR DEAD LOAD (DLI) = 1739 lbs + 2090 lbs + 7491bs + 749 lbs = 5327 HOLDDOWN FORCE = 4579 lbs - 5327 lbs ~ -748 lbs NO PHYSICAL HOI-DDOWN REQUIRED FIRST FLOOR CORNER STUD CONNECTION 16d COMMON NAIL ALLOWABLE SHEAR (Z) = UPLIFT FORCE = NAIL SPACING (2 ROWS) = # OF 1/4" DIA LAG SCREW REQUIRED - 184 lbs 4579 lbs (MAX. OF FIRST FLOOR UPLIFT FORCES) U 4579 lbs U 45791bs = i5 LAGSCREWS Z 320 lbs FASTEN CORNER STUDS 2 ROWS OF 16d COMMON NAILS @ 8" ON CENTER OR USE (15) 114" DIA. LAG SCREWS Page 17 of 17 P:~2005'~051249~Sl 2-24wide×~O-2sf°w muncY ×!s 9/1512005 Barlow Engineering, EC. ~' 66~z Six Forks Rd. Suite ~o4 · Raleigh, NC 276r5 Phone: 919-845-~:6oo · l>ax: 9~9-845-i616 · Email: barloweng@barlow-engineering, com COMPANY PROJECT Wood gr ® Sep. 20, 2005 14:35 WindColumn.wwc Desi§n Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf ) : Type Distribution Magnitude I Location [ft]I Pat- Wind Load Wind Axial Start End ~ Start End $ tern 1333 (Ecce tricity = 0.0 in) MAXIMUM REACTIONS (lbs): Lumber n-ply, S-P-F, No.l/No.2, 2x4", l-ply Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001: ~i&l I fc = 255 I FC' = 1784 fC/PC' = 0.14 ADDITIONAL DATA: DESIGN NOTES: COMPANY PROJECT Sep. 20, 2005 14;36 WindColumn2mr¢~¢ Design Check Calculation Sheet Sizer 2004a LOADS ( lbs, psf, or plf ) : Load Type Distribution Start End Start End tern 1333 (Ecce tricity = 0.0 in) MAXIMUM REACTIONS (lbs): Lumber n-ply, S-P-F, ND.l/No.2, 2x4", 2-Plys Self Weight of 2.12 plf automatically included in loads; Pinned base; Loadface = width(b); Built-up ~astener: nails; Ke x Lb: 1.00 x 1.33= 1.33 Ifil; Ke x Ld: 1.00 x 0.00= 0.00 [ft]; Load combinations: ICC-IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 290'1: Criterion I Analysis Value I Design Value Analysis/Design ~ial , fc = 129 I Fc' = 1230 fc/Fc' = 0.10 ;~xial Bearin~I fc = 129I Fc* = 2116 fc/Fc* = 0.06 ADDITIONAL DATA: FACTORS: F CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# Fc' 1150 1.60 1.00 1.00 0.581 1.150 1.00 1.00 2 FC* 1150 1.60 1.00 1.00 1.150 1.00 1.00 2 · ~<ial : LC# 2 - .6D+W, P = 1352 lbs Kf = 0.60 (D=dead L=live S=snow W=wind I=impact C=const ruct ion CLd=concent rated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please vedfy that the default deflection limits are appropriate for your application. 2. BUILT-UP COLUMNS: nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. 3'-6 112" 3037~ SIDEWRLL= 2x6 16"oc ~RRR WRLL= 2x4 18"oc CLG HGT= 8'-0" DESIGN SNON ZONe= 45 RO(~c= ?/12 24%c DESIGN WIND ZONE= 120 35G DEST.= SOUTHOLD, NY SUFFOLK CO, TURNKET / CONLON FLOOR PLRN 38851 DESIGN CAPACITY OF GALVANIZED STEEL STP, APE 1 1/'2" x 30 Gauge S~-ap Fy= 35000 psi F~ 35000 x 0.6= 21000 psi Fv= 35000 x 0.4= 14000 psi T ~.~ = (Ft) (Co) (W - t') (t) CD= I W= 1.5" t'= 0~131" W-t'= 1.369" t=- 0.0157" Strap Capacity in Tension: 21000 x I x 1.369 x 0.0157 = 451.359 Lb 8/2t2004 AU6. O? 2004 CONNECTION OF STRAP TO TRUSS - LATERAL LOADS Species of Wood (Main Member Holding Point): SPF Specific Gravity (G)= 0A2 Species of Wood or Type of Side Member=- 30 Gauge Steel Strap Specific Gravity (G)= DNA Fern= 3350 psi Fes= 45000 psi Re= 0.0744 Nail Diameter (D)= 0.162" (16d) Nail Length= 3.5' Nail Penetration (p) into Main Membe~= 2.9843" Thickness of Side Member (ts):= 0.0157" Fyb= 90000 psi kl= 0.4864 k2= 62.124 KD= 2.2 Duration of Load= (CD)= 1 Cd= 1 Is Connection Into The End Grain?= No; Cag= 1 Is Connection Used in A Diaphragm Construction?= No; Cdi= 1 Is Connection Toe-Nailed?= No; Ctn= I YIELD MODES: MODE l, (Eq. 12.3-1- Not Applicable for Wood-to-Metal Connections): D t~ F.~ 0.152 x 0~0157 x 45000 Z= K,~ 2,2 52.0241 Lbs MODE til., (Eq. 12.3-2): ~ DpP,~ 0.4864 x 0.162 x 2.9843 x 3350 Z= KD (1 + 2R,.) = 2.2 x (1 + (2 x 0.0744)) = 31 t.6942 Lbs MODE III, (Eq. 12.3-3): k~ D t~ F.,,~ 62,124 x 0.162 x 0.0157 x 3350 Z= Ko (2 + I~) = 2.2 x (2 + 0.0744) = 115.9855 Lbs MODE IV (Eq. 12.3-4): D~ / 2 F,~ Fy,, Z= KD X,/ 3 (1 + R~) 0.162~ /' 2 x 3350 x 90000 2.2 ",,/ 3 x (1 + 0.0744) (Z) Min: 115.9855 Allowable Nail Design Value= Z x C~ x C= x C.~ x Cd~ x Ct.= 115.9655 x 1 xl xl xl x 1= 116 Lbs Z'= 116 Lbs Number of 16d Nails Required: 451 116 = 3.89 Therefore, Use (4) 163.1633 Lbs / NEW YORK FACTORY CONNECTION SCHEDULE - 110/90 AND 120/100 MPH WIND ZONESSEP. 'J 0 2~. A - ROOF FINISH: 01- Strip shingles shall have a minimum of six (6) fasteners per strip shingle. B - 5/12 AND 7/12 STANDARD ROOF TRUSSES: 01- 2x4 rail to truss top chord, the connection is (3) .131" x 3 1/2" nails for 110/90 mph wind zone. 02- 2x4 rail to truss top chord, the connection is (4) .131" x 3 1/2" nails for 120/100 mph wind zone. ' C - FOLDING OVERHANGS: 01- lx6 outrigger to be 2x6. 02- Roof sheathing flip overhang joint to have (4) 7/16" x 1 1/2" x 16 Ga. staples. 03- 2x4 overhang nailed to 2x6 outrigger With (2) .131" x 3" nails. 04- OSB header to 2x6 outrigger connected with (2) .131" x 3 1/2" nails- direct each end. 05- OSB header to be flush with top and bottom of 2x6 outrigger and wrapped with a 1 1/2" steel strap at 48" o/c max. Strap is connected to 2x6 outrigger with (6) 7/16" x 1 1/2" x 16 Ga. staples on top and bottom of 2x6 outrigger. 06- Soffit and fascia are shipped loose because of the field nailing requirements for the overhang to the side wall. D - TRUSS TO STUD WHEN TRUSS HEEL IS CUT EVEN WITH THE BUILDING AND TRUSSES ALIGN WITH STUDS: 01- SIMPSON LSTA24 STEEL STRAP, The strap extends fram the truss top chord and comes down the narrow face of the stud and is fastened with (5) .148" x 1 1/2" nails at each joint or (10) nails total used in conjunction with {1) SIMPSON HGA10 ANCHOR or Equal each truss with (4) SDS 1/4" x 1 1/2" screws, anchor to truss and (4) SDS 1/4" x 3" screws, anchor to wall plate. E - TRUSS TO TOP PLATES AND STUD TO TOP PLATES WHEN TRUSS HEEL IS CUT EVEN WITH THE BUILDING AND TRUSSES DO NOT ALIGN WITH STUDS: Truss to Top Plates 01- (2) SIMPSON HGA'I0 ANCHORS or Equal each truss offset on each side with (4) SDS 1/4" x 1 1/2" screws, anchor to truss and (4) SDS 1/4" x 3" screws, anchor to wall plate each connector. Increment Stud to Top Plate 01- SIMPSON LSTA18 STEEL STRAP. The strap is wrapped onto the wide edge of the plate and comes down the narrow face of the stud and is fastened with (5) ,148" x 1 1/2" nails at each joint or (10) nails total. F - TRUSS TO TOP PLATES - WHEN TRUSS HEEL IS NOT CUT: 01- (1) SIMPSON H10 ANCHOR or equal each truss with (8) .131" x 1 1/2" nails, anchor to truss and (8) .13I" x 1 1/2" rain, nails, anchor to wall plate or ('1) SIMPSON H9 ANCHOR or equal each truss with (4) SDS 1/4" x 1 1/2" screws, anchor to truss and (5) SDS 1/4" x 1 1/2" screws, anchor to wall plate or (1) SIMPSON H2.5 ANCHOR or equal each truss with (5) .131" x I 1/2" nails, anchor to truss and (5) .131" x I 1/2" min. nails, anchor to wall plate used in conjunction with (1) SIMPSON HGAI0 ANCHOR or Equal each truss with (4) SDS 1/4" x 1 1/2" screws, anchor to truss and (4) SDS 1/4" x 3" screws, anchor to wall plate or (2) SIMPSON HGAI0 ANCHORS or Equal each truss offset on each side with (4) SDS 1/4" x 1 1/2" screws, anchor to truss and (4) SDS 1/4" x 3" screws, anchor to wall plate each connector. G - WALL TO TOP PLATES - WHEN TRUSS HEEL IS NOT CUT: Increment Stud to Top Plate - 1 Story Ranch or 2nd Story of a 2 Story Unit 01- SIMPSON LSTA18 STEEL STRAP. The strap is wrapped onto the wide edge of the plate and comes down the narrow face of the stud and is fastened with (5) .148" x 1 1/2" nails at each joint or (10) nails total. Increment Stud to Floor or Ceiling Rim Band - Standard Unit 01- SIMPSON LSTA18 STEEL STRAP. The strap is fastened with ~ .148" x 1 1/2" nails at each nails total. I - WALL STUDS: 01- When building for a 1201100 mph wind zone, side, end and mardage wail increment stud spacing is to be 16" o/c. J - EXTERIOR CORNER STUD CONSTRUCTION: 01- Side wail - (3) 2x6 studs with OSB fillers to obtain a 5 1/2" dimension. 02- End wall with no comer holddown - (1) 2x6 stud connected to side wall corner studs with (2) rows .162" x 3 1/2" (16d) staggered at 3" o/c. 03- End wall with corner holddown - (3) 2x6 studs with the first corner stud connected to side wall corner studs with (2) rows .162" x 3 1/2" (16d) staggered at 3" o/c. K - EXTERIOR WALLS: 01- Very Top Plate to Top Plate Connection - .131" x 3 1/2" nails at 6" o/c. 02- Top Plate to Stud Connection - (4) .131" x 3 1/2" nails. 03- Bottom Plate to Floor Connection - .131" x 3 1/2" nails at 6" o/c. L - EXTERIOR WALL SHEATHING: 01- Sheathing shall have all edges blocked, 02- For thickness and fastener type, size and spacing, see as built floor plan. 01- Floor Joists shall be doubled under exterior end wa[is. Notes: 01- See Drawings 7a_1 and 7a_2 for connection details. 03- For applications not addressed, see standard nailing schedule. IRC High Wind Connections_NY Revised.doc - 9110104 See the Anchor Systems Catalog for full Titen Screw details. The Simpson StronD-Ddve® wood screw has a hex washer head for easy driving with a %" hex head socket and a ~ow speed drilk The builtJn reamei and ~pe 17 tip cu~ a hole to allow installation without preddll~ng. Predriging may be necessau depending on ~e ~pe and moisture content of wood. Us~ ¥~ dRH b~L CODES: See page 10 for Code Listing Key Chart. Titen Screw Anchors lor Concrete (Driver) %e' J %2 1 2¥4 lV8 500 125 640 ~60 1,020 255 J ~e ~/~2 1~/2 2~4~ 1V8 1,220 305 1,B50 460 1,670 415 I 46 Identificatiea on all SDS screw heads (SDSI/4x3 shown) SDSV,,x3 US Patent 6,199,gsg Theseloads dso apply to Wood Screws 'riten Hex Head i SDSx1.25 s/=× 1%' Wood Screw r SDS% x 1 y= I/~ x 1Y2' Wood Screw SDS¼ x 3~ '/~ x 1)I' Wood Screw 6,1 x38 ZiNC 6.1 x 44.5 ZiNC 6.1 x 88.9 ZiNC 6.1 x 114,3 ZINC 6.1 x 1524 ZINC J 1500 1400 240 269 600 260 76 I 65 170 295 J J 245 295 ! 245 470 J 220 j 395 479 J 220 ] 395 SDSz1.25 Metric Conversion Bolt Dinmeter 115.9! ~Sl, 68~J~a I Use these Roof Pitch to Hip/Valley RaRe[ Roof Pitch conversion tobies only for hip/valley rafters that are skewed 45° right or left All other skews If Comme~ Rafter Roof Pitch is... These loads are for 100% duration. They may be increased per the NDS M~ Cd = 1 33 DO NOT USE SDBxl 25' wood screws with structursl co~nectors unless speciflcslly stated in this catalog. SDS requires 1~/~" minimum penetration and SD~ requires ~" m~nimum penetration Then Hih~aiiey Rafter US Standard Steel Gauge Root Pitch becomes._ ~q~i~l-ent~ ie H~mJ~al Dimensions 2/12 i0' 2/17 5/12 ! 23' 5/17 ! !6' 6/12 2? 6/17 i 19~ i 9/12 I 37' 9/!7 29° ! 10/12 i0/17 30' 45: ! 3 Z 6.0 '. 0.~39 12 ~= 2.7 0105 0 108 14 i 2.0 I 0075 0,078 __20 :, ~s , i 0 ! 0.096 0.040 0110! varies according 0.042 J 0.035 SPALLING LOAD REDUCTION! If strap is bent horizontal 90° dunng , and then bent vertical for nailing to the stud, concrete spelling could result Load reductions may apply see installation note SPALL REDUCTION SYSTEM ~ SNil FOR STHD AND HPAHD FEATURES - Secures holdown to wood form bozrd. BENEFITS · Decreases poss[bi[il~ of misinstaliation Keyhole Feature i LSTHDS/LSTHDSRJ 6 i STHD8 / STHDSRJ ~ LSTHDS! LSTHDSRJ e i SYHD8 / STHD8RJ 1 'RJ' after toe model indicates STHDs for rim joist applications, e.9 STHD3RJ. 2 STHDI4RJ on 8" stemwall requires 30 16d sinkers, with the (le} Icad ~t 133% o[ 4960 lbs 310d commons or 12d common nads may be used with no Icad reduction 4 Minimum nail end distance to prevent splitting is 10 × diameter, 1W' ~or 1 Od sinkers, lcd common,nd 12d common. 5 For t¢zo pour with 4' slab or less The STHD14 icad at W' edge 2000 psi is 3235 The STHDIO a~ the same condition is 2035. 0 Allowable loads have been increased 335~ and 6~'~ for earthquake or wind loading with no ~urther increase ~llowed; reduce ~bere other loads govern 7 Strap may be bent one Iu[I c~cle. ~ Calculate loads using straight line interpolation for corner dis~nces bet~veen Y2" and le. DETAIL 2 Post Tension Cable Placement in a Garage Footin~ BETAIL I St~m~¥aii iosta!laticn an(~ ioads (pa~e 32) (rebar re~Mred). T~p View ~ P~st Tension Cable Placement DETAIL 2 Post Tension Cable HPAHD22 2705 /70! 4570 i STHD8/ Y2" Mdn i 24=16d sinkers STHDeRJ 8" Min ~: 24-16d sinkers 2055 32 2345 2055 STHDIORJ 10'Min] 2816d sinkers L _3185 ; I Minimum concrete strength is 2500 psi s~and in accordance wdh ASTM A416, Grade 27,3 ks[, with a ap0roval usi~g a ductiJe iron casting ol at least 2.25 x 45" of I MSTi MST LSTI MSTAM36 3Y2"; either fiji evep] nail hole with lOdxl V2" nails or filI every other nail hole with lgd commons. Reduce the aJlowable load based on the size and quaetib/ of faster~ers used. The LSTI light strap ties are suitable where gun-nailing is necessary through diaphragm decking and wood chord open web trusses. FINISH: PS-HDG; ali others~ja[vanized. Some products are available in stainless steel or Z-MAX; see Corrosion-Resistance, page 5. INSTALLATION: Use all specified fasteners. See General Notes. OPTIONS: Special sizes can be made to order. See also HCST. CODES: See page 10 for Code Listing Key Chart. ~/~'~ j~ ~ ~'~'-4 ~- LSTA and MSTA (Pilot holes not shown) MSTC28 FHA HST ? ST2~ t 5 ST ST97 STI 2, STiO, $T22 shown) Typical LSTI Installation 130 7.62,90 3,39,88, 104 7,62, 90 9 7,62,90 I MSTA36 [ ST6215 1 [ ST6224 i ST9 ST12 ST18 ST22 MSTC26 MSTC40 22~10d 36 [ 26-10d 2¼6!16~I 20-16d i 2Yle !23%61 28-16d [ I~A!17~' i 14-16d 21% ! 18-16d 28% i 36-16d sinkers i 3 i 40V,, [ 52-16d sinkers i 52y4 I 62-16d sinkers 4585 4335 4585 4585 3,39,88, 104 3,39,88 9, 23 FHA6 FHA9 FHA12 FHA18 12 17A~ i 17% [ FHA24 1~6 ' 23% FHA30 17/,~ i 30 MSTi26 2¼~ j 26 ~ 2Y,~ ~ 48 I MST~O 2Y~e I60 ~S~t72 2%~ ~ 72 8-16d 510 975 26-10dx1Y2 2355 2830 48 10dx1¥~ 4350 50S0 3,39,88 160 3,39, 68 3,39 Typical LSTA Installation (hangernotshown) Typical LSTA Installation (hanger not shown) CODES: See page 10 for Code Listing Key Chart. Typical PS720 Installation NEW] H14 is the high uplift hurricane tie. It can be installed w~th rafter nailing flanges facing inwards or outwards. The H25A is designed for easy installation, with higher uplift loads to meet new code requirements. H5A has installed cost benefit, it only requires 6 nails, to meet lower uplift requirements. MATERIAL: See table FINISH: Galvanized HllZ-Z-MAX. Some models available in stainless steel or Z-MAX; see Corrosion Resistance, page 5. H5A ~ u.s. Palenl 4.714,372 H2 H6 H8 H2.5 H2.5A INSTALLATION: · Use all specified fasteners. See General Notes · H1 can be installed with flanges facing inwards (reverse of HI drawing number 1) · H2 5, H3, H4, H5, H5A and H6 ties are only shipped in equal quantities of rights and lefts. · Hurricane Ties do not replace solid blocking. CODES: See page t0 for Code Listing Key Chart ~ 1½'~ 4,714,372 4,714,372 H3 HIO Hg (HIOR similar) H1 J18 fi-*d×t¼ 4-8d 195fi'490 i J400 400i4151140j 370 ~] 4-8d 48d [ ~ 14331455 455 ]125J 160 ] 415 1320¢320~105 j140 290 ~H~..~?~q 4-8d 48d ] -- 1144 360 360 1165j 160 360 i235 235~140~135 235 fi-16dx2~ 6-16d'X2V2 5097]g30 830 525 760 - 17151715 450;655 -- H14 5 Hurricsne Ties are shown installed on the outside of the wali for dariW Jnsrs!iarion on the inside of the wall is ~cceD~ble For a Continuous 136 H10-2 H11Z i H14 i Prefi!e F H1 installation (H2.5 similar) (see footnote 3, pa#~ 132) H6 StUd to Band Joist Installation B2 Installatiou H4 Installation (Nails into upper top p/ate) top plates ~ HIO Installation ~ Rid-2 installation (fl f1Z similar) H2.5 Installation (Nails into §otb lap plates) H2.5A Installation (Nails into beth top plates) H3 Installation (Nails into ripper lop plate) X5 installation H5A Installation (Nails into both top platesJ ~ H6 Stud ~ lo Top Plate H8 attaching ~ stud to sill (4-gd into p/ate, 5-ad into stud) H8 attaching Fjoistto double top plates H9 attaching truss to top plates H9 HIO and HIOR optional positive angle nailing conuects shear blocking to rafter. Use 8d common nails. Slot allows maximum field- bending up to a pitch of 6/12, use 75% of the table uplift load; bend one time only. H14 Installation to double 2x header H14 Installation to doable top plates Hurricane Tie Installations to Achieve Twice the Load (Top View) TOP PLATE WALL TOP PLATE ~,[,/l ¥5, 137 The H16-2 series has a presloped seat of ¥12, for double trusses. fhe H connector series provides wind and seismic ties for trusses and rafters The presloped sA2 seat of the H16 provides for a tight fit and reduced deflection The strap length provides for various truss height up to a ma×imum of t31/2 (~H16 series), Minimum heel height for H16 series is The HGAIO attaches to gable trusses and provides good lateral wind resist~r~ce. The HS24 attaches the bottom chord of a truss or rafter at pitches from 0:12 to 4:12 to double 2×4 top plates. Double shear n~iling allows for higher lateral resistance. MATERIAL: See table FINISH: Galvanized. Some products available in stainless steel or Z-MAX see Corrosion-Resis~nce, page 5. INSTALLATION: · Use all specified fasteners. See generaT Notes · The HGAIOKT: screws are provided. · HS24 requires slant nailiuD only when bottom chord of truss or rafter has no slope. o Hurricane Ties do not repIace solid blocking. CODES: See page 10 for Code Listing Key Chart H15 (H15-2 sim[/ar) Depemtlng e, heel height, strap may wrap te bac~ of plate. H16-2 and H11%2S Presided at 5:12. P~tch of 3:12 to 7:12 is acceptable H16 Installation H16 and H16S HGAIO NGAIO inslallation to Double Top Plates HGA10KT,i14'4 SDSV4xl',~ 4-SDS~/4x3 I H15 375i870i815 160 i 9,6~! 1120!410j 143 H16-2S 181 2-10dxlV2 10-10dx1~/2 --~ 4582i1470 1470 1 Loads have been increased 33% and 60% for e~rthquake or wind loading 3. HS24 allowable loads without siant nailing are 625 lbs (uplift) 599 lbs (FI) 6,I0 lbs 4 For H!6 2S S = short H15 iestaHatiorl Depending on H16-2 Installation HGAIO Installation to Rim Joist HS24 U.S. Patenis 4,480,941 and 5,603,580 HS24 Instagatie,q @ HM585802 9478 ~Md85802 HINGED MONO ~ G~tLEVER DETAIL · PA4642 LOADrNG lost] SPACtNG 2 0 0 YCLL 46 6 Plates Increase I 15 TC 75 DESIGN LOAO~ 0 19,2lN C/C (EFFECTIVE TRIO. ~A DTH FROM ROOF) SPAN ]4 FT. SPACING 19.2 IN. TNE STRUCTURAL ADEQUACY OF THIS BUILDINGJCOMPONENT WAS EVALUATED USING THE FOLLOWING METHOD'. - TI"IL OPEN JOIST WAS TESTED IN ACCORDANCE BC 2000 SEC. ]71.~ IN-SIFU LOAD rESTS ROOF TRUSS OR RAFTER O TO 24 CANTILEVER/ OVERHANG k O TO lO(MAX)~ CANT. (SEE NOTE 6) TION INIS IRUSS WAS DESIGNED IN ACCORDANCE WlJH: 50~ WALL 7 " ,, /-- /16 GiB GUSSET(ONE FACE) FASTENED 50# WALL DEA~, WEIGHT/ W/ 7/16" X 1" 6 GA. STAPLES 2" O/C DEAD WEGNT ~- / INTO THE CHORDS I)IBO 2000 SEC. 1713 IN-SITU LOAD TESTS 2) CONFDRBITY WITH TUESE SECTIONS AND PROCEDURES DOES NOT NECESSARILY INSURE COMPLIANCE WITN ALL GOVERNING ORDI- NANCES, LAWS AND CODES, THE DUILDING ARCHIT££T DR ENGINEER IS RESPONSIBLE TO AFFIRM ALL APPLICADLE REGULATIONS ARE 50# CONE. DL LOAD FJ LOCATED AT ANY POINT ALONG BOTTOM CHORD. CONC, LOAD DISTRIBUTED BETWEEN TWO TRUSSES. 168 MAX. ! 9-5/8" OPEN dOi~T 2000 ~ (3X2 NO. 2 SPF IN UPRIGHT POSITION) 1.322# REACTION DO NOT SCALE THIS DRAWING FOR DIMENSIONS USE OF THIS STRUCTURAL COMPONENT IN A COMPLETE STRUCTURE MUST BE AT IHE SPEC- IFICATION OF THE DESIGNER OF SAID COMPLETE STRUCTURE. ALL LATERAL BRACING SPECFED HEREON IS FOR RRACING INDIVIDUAL TRUSS MEMBERS ONLY RESTRANT OF LATERAL BRAC- ING AND ADDITIONAL BRACING FOR OVERALL STRUCTURE IS TO BE PROVIDED BY DESIGNER OF COMPLETE STRUCTURE. NOTES: I) DANUFACIURINO TOLERANCES I/'; IN. OVERALL HEIOHl ALTERNATE CANTILEVER DETAIL NO GUSSET REQD, ASSUMING CANT. AND BEARING CONDITIONS APPLY, END BLOCK ~.~ ~ CANT. NOT TO EXCEED BLOCK ~ L._ LENGTH MINUS 1-1/2" ALL DIMENSIONS IN INCHES UNLESS DTNERNVISE SPECiFiED REV. 2/19/02 UNIVERSAL FOREST PRODUCTS, INC. CORPORATE OFFICES - GRAND RAPIDS, ~l. PREMIER BUILDERS 274 OPEN JOIST 2000 FLOOR JOIST F029810 Permit Number RF. qcheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck So,ware Version 3.6 Release 2 Data filename: O:\REScheck 380-~38851.rek PROJECT TITLE: Tumkey/ Conlon COUNTY: Sul~lk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.17 DATE: 09/30/05 DATE OF PLANS: 9-304)5 PROJECT DESCRIPTION: Job Number. 38851 Prepared by: John Koehler DESIGNER/CONTRACTOR: Premier Builders, A Division of Muncy Homes, Inc. 1567 PA Route 442 East, P.O. Box 337 Muncy, PA 17756 PROJEC~NOTES: 1- Calculfi~i~ns rettect only that portion of unit assembled in the lhctory. 2- Builders or contrac'tom may supply and install the required ttoor and/or foundation wall insulation. 3 For basements remaining unconditioned spaces, the builder shall enclose the basement stairs. The walls surrounding the basement stairs shall be insulated and protected with a vapor bamer. The builder is responsible br supplying all materials. COMPLIANCE: Passes Maximum UA - 356 Your Home UA = 333 6.5% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Per/meter R-Value R-Value JS-Factor UA Ceiling !: Flat Ce/ling or Scissor Tress 936 38.0 04) 28 Wall 1: Wood Frame, 16" o.c. 2201 18.0 0.0 111 Window: 30 x 37 W: Vinyl Frame, Double Pane with Low-E 15 0.330 5 Window: 36 x 36 WCsmt: Vinyl Frame, Double Pane with Low-E 18 0.330 6 Window: 34 x 65 W: Vinyl Frame, Double Pane with Low-E 230 0.330 76 Window: 42 x 37 W: Vinyl Frame, Double Pane with Low-E 11 0.330 4 Door:. 36 x 80 15 Lite: Glass 22 0.350 8 Door: 72 x 80 Vinyl SGD: Glass 80 0.360 29 Door: RO 65.5"x82.5": Solid 38 0.570 22 Floor 1: All-Wood Joist/Tmss, Over Unconditioned Space 936 19.0 0.0 44 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this pen'nit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief~ and pm~ssional judgment, such plans or specilications are in]ompliance with this Code. Date g --C36 R¥gcheck Inspection Checklist New York State Energy Conservation Construction Code' REScheck So,ware Version 3.6 Release 2 DATE: 09/30/05 PROJECT TITLE: Turnkey / Conlon Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling I: Flat Ceiling or Scissor Tress, R-38.0 cavity insulation Comments: Above-Grade Walls: l. Wall 1: Wood Frame, 16" o.c., R~18.0 cavity insulation Comments: Windows: 1. Window: 30 x 37 W: Vinyl Frame, Double Pane with Low-E, U-fictor: 0.330 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 2. Window: 36 x 36 WCsmt: Vinyl Frame, Double Pane with Low-E, U-ficton 0.330 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 3. Window: 34 x 65 W: Vinyl Frame, Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe ~mtures: # Panes Frame Type Thennal Break? [ ] Yes [ ] No Comments: 4. Window: 42 x 37 W: Vinyl Frame, Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-thctors, describe ~xtures: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 1. Door: 36 x 80 15 Lite: Glass, U-lhctor: 0.350 Comments: 2. Door: 72 x 80 Vinyl SGD: Glass, U4hctor: 0.360 Comments: 3. Door: RO 65.5"x82.5": Solid, U-hctor: 0.570 Comments: 1. Floor 1: Ali-Wood Joist/Tress, Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance t'om combustible mater/als, lfnon4C rated, the fixture must be installed with a 3" clearance ~'om insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented ia-ned ceilings, walls, and ~oors. Materials Identification: Materials and equipment must be installed in accordance with the manuflcturegs installation instructions. Materials and equipment must be identified so that compliance can be determined. Manuflcturer manuals lbr all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Remm ducts in unconditioned attics or outside the building must be insulated to R4. Supply ducts in unconditioned spaces must be insulated to R-8. Return duc~s in unconditioned spaces (except basements) must be insulated to R- Remm ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on ietum ducts in basements. Duct Construction: All joints, seams, and connections must be securely flstened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-flbric, or tapes. Tapes and mastics must be rated UL 18 lA or UL 18lB. 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 provide a means fir balancing air and water systems. TeJnp erature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight litting non-combustible tireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace ennstmction provisions of the Building Code of New York State, the Rexidential Code of New York State or the Neu~ York City Building Code, as applicable. Sen,ice Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate cimulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an ordoffheater switch and require a cover unless over 20% of the heating energy is ~'om non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulatine Runouts Circulatine Mains and Runouts Temperature ( F/ Up to I" Up to 1.25" 1.5" to 2.0" Over 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 HVA C Pipes. Fluid Temp. Insulation Thickness in Inches bv Pirie Sizes Pining System Twoes Heating Systems Low Pressure~Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate 0hr feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Re~igerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 Ranee ( F/ 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" NOTES TO FIELD (Building Department Use Only) ~VVVVVV' NOTE5 Wind Speed 12O $ SG MASTER SERIES ~N ~T DRTE J SCRLE J~_--V. ~-,~. NO. · Wind Spsed ~ t2:0 3 SG [~-D WOrKI F_IXED OVERHANA TRUSS HiNGF FTFLD. WOR~_ ~TAIL =] DETA~ZL =4 5/12 HZN6'~13 PORCH ROOF FIEI O OPTIONAL ROOF DORMERS '~ ' TYPICAL 5ECONO FLOOR 7/12 TTPICRL FIRST FLOOR OPTIONAL FLOOR TRUSS DETAILS DETAIL TYP. ATTIC ACCESS AND SKYLIGHT DETAIL DETAIL "~" ~iL =8 FIELD ;(NSTALL~ED DORMFR DETAIL NOTF5_ ~ECT_TON THRU OFFSET ROOF FiF~ ~0 ~0~K N Cy- · P~OF 7d P~F ?IUNCY* PR L7755 .NL)cX im-?mo2 I *1 7al Z [ I 3222-9S ilC~N2Oa2 ! *17f i ] 20 I pPPF~~ LOW ,~ - 2 Fam,~ ;/ ~-2~ 91 115-i 20G~ ! [ ] L_I I I I 25'-10 17'-S" 3'-8 1/2" Wind Speed 120 3 SG 6 11'-5" ~ '--u',r.._ B/WFI I 29362~-'~ I1--' 'il DW 11'-7" 2-9.25"x20'-8" ML 2-9~5"x~-8" t~t Q 2-li.25"xlS'-lT' ~ 2-1L25"xl~-8" ML 3037~-~ 2-2x6 S~F#2 HDR ERCH WRLL 30 ~ 4'-6 1/2' 30PD 3O LT EEQ"D/PROV'B 30.5/83.6 VT EEO1)/PROV'D~ HY NOTF: RPPLICRBLE BUILDING CODE~ 2002 NT$ RE$IDENTIRL CODE; 2002 N¥$ ECCC; 1909 NEC THE PLRNS RNO 5PECIFiCRTION$ OF THE PERMIT $E7 RRE DERIVED FROM RND CONSISTENT WITH THE ?LRNS RND SPECIFICRTION5 R$SOCBTED WITH THE RPPROVRL ON FILE WITH THE DIVISION RND THE CONDITIONRL RPPROVP~_ LETTER. WIND BERM DBL 2x6 TOP PLRTE NO SPLIr;[ Z 18'-11 1/2" II II 32'-2" I 25'-8" CONSTRUCTION NOTES: $IDEWRLL SHERTHING; 7/16" OSB-BLOCKED 8d 6"oc(EODE) 12"oc(FIELD) 1/2" GWB 5d ?"oc(EDGE) 10"OC(FIELD) ENDWRLL SHERTHINGI, 7/16" OSB-BEOCKED 8d 3"oc(EBGE) i2"oc(FIELD 7/16" OSB-BLOCKED 8d 3"oc(EDGE) II"oc(FIELD) SIDEWRLL= 2x6 16"oc MRRR WRLL= 2x4 16"oc CLG HGT= 8'-0" LRBEL - - RDDTL BSMT COL - ~* [OPEN TO ABOVE) LT REO13/PROV'D: ~/.B/23.6 VT ~EOID/PI~OV'D: 5.9/11.8 9-30-05 JK PE 9-28-05 JK BRR 9-22-05 JK REV 9-13-05 DM BRR 000 RRRR1 12'-1 1/2" EGRESS E~0=65.5 x82 ~_~ ':. PREM!ERBMLDERS DESIGN SNOW ZONE~ ROOF= 7/12 2~"oc DESIGN WIND ZONE= i20 3SD TU~NKET / CONLON DEST.= SOUTHOLD. NY 1 STY FLOOR PLRN 36'-0" 29'-5 t/2" 3037(~) 16'-2" 5'~8 3/4-" 42375G(~) 34.65(~ 10'-5 1/2" Wind Speed t20 3 SG 3O 38 LT REQ'D/PROV'D: 8.3/23.8 VT REQ'D/PROV'D: 4J./11.8 3O LT REQI:)/PROV'D: 17.9/~-7.3 VT REQ'D/PROV'D: 8.9/23.1 13'-1" 3'-6 1/2" BY BI_DR (OPEN TO BELO~,-g FLOOR FICCESS FOR FIELD INSTRLLED CTR. GIP-J3E~ BOLTS. SEE DE-I-. #4- SHT 7a_2 EDGES SUPPORTED LT REOID/'PROV'D: 11.9/35.5 VT REQ'D/PROV'D: 6.0/17.3 12'-2" EGEE55 II II 34.65 ® 34-65 ® ~ 32'-2" ~ 25'-8" CONSTI~UCTION NOTES: SIDEWRLL SHERTH[NG: 7/iS" OSB-BLOCKED Bd 8"Cc(EDGE} ~-/2" GWB Scl 7"CC(ESSO 10"oc(FTELD) ENDWRLL SHERTH]:NG: 7/15" OSB-BLOCKED 8d 8"cc(EDGE) ~.2"oc[FIELD 1/2" GWB Sd 7"cc(EDGE) 10"cc(FIELD) NY NOTE: PCPLICRDLE BUILDING CODES: 2002 NYS ~ESIDENTIRL CODE; 2002 N¥5 ECCC; 1999 NEC THE PLRNS RND 5PEC[FICRTION5 OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT WITH THE PLRNS RND 5PECIFICRTION$ RSSOCZRTED WITH THE RPPROVRL ON FILE WITH THE DTVISIONRND THE CONDITIONRLRPPROVRL LETTER. II II II 34.65 ® P £M! ER B(.a DERS I 9-30-05 JK PE ~7~ m~ ~,a ~*~0~~~ g-28-05 JK BRR 9-23-05 JK REV TURNKEY / CONLON 9-22-B5 JK REV 9-13-05 D~ BRa 2 STY FLO0~ PLRN ~ 000 JRK 9-1-05 1/4"=1'-0" 38851 h~RRR W~LL= 2x3 t6"oc CLG HGT= 8'-0" Wind Speed 120 3 SG S6'-0" SIt~c'SON =LSThOSRJ RT RtL CORNERS (¢) SEE DETPAL #l SHT 70-2 (OR EQURL) BRSED ON ~000p~ CONC~-TE ~ SIDEWALL LRT~RL LORD=- 6.9~91bs ~/Z" D~q ANCHOR B~TS B 6~'o6 [12" FRO~ CORN.S) INSTALL R~ ~ TO SILL PLR~ STRAP ~R ~TRIL~2 ~T ?o~ ~DWRLL LRTER~ L~D= FORM C~) ~STRLL RIM B~ TO~L ~TE I~T~L RIM BR~ TO SILL P~ STRAP ~R D~2 ~T STRAP ~ DETR~2 SHT 7~ i-T-1 ~ ~ ~ ¢ ST~P P~ D~AIL~2 ~T ACTUAL 1. THIS FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. FOUNDATION DESIGN TO BE APPROVED BT R PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. 2. THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS & STRIA LOCATION. ¢. SEE MASTER SERIES DWGS.. SHT. NO. 4a & 3c. FOR NOTES AND DETAILS. 5. MAX. COLUMN SPACING= ?'-6" TURNKEY / CONLON 9-3o-o5 JK PE TS. FOUNDATION LAYOUT ~u~.m 000 MINCE -13-05 BR 1/4"=1'-0" B8851 FRONT ELEVATION APPLICABLE BUILDING CODES 2002 NTS RESIDENTIRL CODE; 2002 NTS ECCC; 1999 N~C THE PLRNS AND SPECIFICATIONS OF THE PERMIT 5ET RRE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ~5SOCIRTED WITH THE APPROVAL ON FILE WITH THE D~ISION R~ THE CO~ITIONRL APPBOVRL LETTER. FL~ i ~CLG. TURNKEY / CONLON 9-~o-os ~ PE 9-28-05 JK BRA FRONT ELEVATION -1 ~ ~ O00 ~INCE -13-05 Bn 1/4"=1'-0" 38851 REAR ELEVATION NT NDTE: P~PLICABLE BUILDING CODES: 2002 NTS RESIDENTIAL CODE; 2002 NTS ECCC; 1999 NEC THE PLP~S AND SPECIFICATIONS OF THE PERMIT SET P~E DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVgL ON FILE WITH THE DIVISION AND THE CONDITIONAL APPROVAL LETTER. CLG. -- FLE ~ CLG. FL~. TURNKEY / CONLON 9-3o-os JK PE REAR ELEVATION -1 ~ ~ ~INCE 9-13-05 1/4 -1-0 38851 RPPLICRBLE BUILDING CODES: 2002 NTS RESIDENTIRL CODE; 2002 NTS ECCC; 199.9 NEC THE PLRNS RNDSPECIFICRTION$ OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT WITH THE RLRNS RND SPECIFICRTIONS RSSOCIRTEO WITH THE RPPROVRL ON FILE WITH THE DIVISION RND THE CONDITIONRL RPPROVRL LETTER. 12 -- FLP~ LEFT ELEVRTION ¢ "' "~',~'I. -- FLR. PREMIER BUtLDERS ~'~'~'2'='~ *' TURNKEY / CONLON 9-30-05 Jr RE LEFT ELEVRTION -1 ~ ~; 000 MINCE -13-05 Ba 1/4"=1'-0" B8851 NY NOT~: APPLICABLE HUILDING CODES: 2002 NTS RESIDENTIAL CODE; 2002 NTS ECCC; 2999 NEC THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS RND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DM$ION AND THE CONDITIONAL APPROVAL LETTER. 12 RIGHT ELEVATION , CLG. -- --'CLG. (FLR. ELECT. DROP ~6 61 F NY NOT~: APPLICABLE BUILDING COOES: 2002 NTS RESID~NTIRL CODE; 2002 NTS ECCC; 1999 NEC THE PLANS RNO SPECIFICATIONS OF THE PER~IT SET ARE DEP~VED FRON AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITM THE DIVISION RNO THE CONDITIONAL APPROVAL LETTER. TURNKEY / CONLON 9-so-o5 OK PE 1 STY ELECT PLRN ~ 000 ~INCE -1~-05 BR ~"=1'-0" ~8851 IK dl A 8 8 II II II, 20 20 II 2O REC-FRULT BEDEOOM PROTECTION TURNKEY / CONLON 9-30-05 JK PE 2 STY ELECT PLRN ~: o0o MINCE -13-05 B~ 1/4"=1'-0" ~ ~ ?LAN FRONT ELEVqT!ON ScaLE: i~*"=r O" PLaN ~/Typ O~T OFFSE~ i587 Pa R9UTE ~42 ERS}. P.O. 80X '246[ DOOR SCHEDULE WiNDO~ SCHEDULE ~'RLL COVE,~N6 SCHEDULE GENERRL FZELD NOTE5 T ELECTBIC,qL SYklBOL$ ~ FIELD NOTES hRSTER SERIES ~LL MODELS MUNCT HOMES, INC, ~ I587 PR ~OUTE ¢¢2 ~RST, ?.0. BOX 2 iL 24' f?IELD WOP~I~ SUGGESTED STFIZRS, STI~q].GHT SUGGESTED STAIRS, U-SHAPE SCALE: SUGGESTED STAIRS, L-SHAPE UGGF_STED STAIRS. WINDERS TYP. FOUNDATSON PLCq,N FIELD WORK CRAWL SPACE DETF~ILS NOTES MUNCY HONES, INC, 1567 PR ROUTE 442 ERST. P.O. BOX ~UNCT. PR 17756 "~" BOX L-Os ",q" BOX "8' 60X E 5 $ "D" BOX "C" BOX "C" BOX "B" BOX "D" BOX iI N~C TS.S I c R 8 C D E J L F G ~ ~ CONFZ_GU~'T.TON~ ~Ti ALL ~OO~_S · L -/ ,MASTER SERIES qLL ~WO STORY MODELS Wind Speed I20 3 SG 'IONOPIFTCH TRUSS KNEF- WALL DETATI - FTFI P SIDEWALL DETA!! - TWO ~T ~Y ~~_ SHFr') DOI~/'~FR DFTRTI - FrFI D S]'IDF WAll DF'TRTt - F~FI F) FOEF)]-NG OVERHANG (OPt) - ONE AND TWO \ ~F"ET, RIL OF, I,N~FeF. MENn', TRUSSER DETAIL ~DUI E TO k'/OOUI F CQNNFCT[ON D~-TRZL F_T,~ M, RSTER SERIES ONE RND T~40 STORY h~C)O=j_S Wind Speed STO~Y UNIT~ ~ F TO ~ODUL~ CONNECTION RT ~ND WALL ~ ~*~'~ 2 STORY UNITS - FTFI D CORER HOLDDOWN DETAIl - FIFI B SHEAR WALl TIFDOWN DETAIl MOD~ F TO ~ODU[ F CONNECTION RT END WRI ~ ~ ~'~ FIRST FI. OOR 0F I AND 2 STORY UNITS FIEST FLOOR OF ~ ~D 2 STORY UNITS [ BAND TO STll PLATE TZEDQ~/N DETRII - EXTERIOR SIDE V,IRL] - 1 RND 2 STORY F[FI D CONNFCT?ON -_ MOD~JLE TO X~ODULE ~FIRST FLOOR OF ]. ~ STORY UNITS ?~P~STE~ SEriES ONE AND T~/O ST0~Y ~OD~J_S Wind Speed 3 SG ,-4 GROUND SNOW LORD - P9= 8S psf r , TYP DETAIL "C" DETAIL "R" DETRIL DETRi_ _ "D"_ FIELD 'WORK DETAIl "C" 07N7f .] /// / / ILo" 1---' t ' "i .t A?RO~/ED AS NOTED BEE:' q'~l'. Cq B',': NOTIFY BU]LBING DEPARTMENT AT 765-1802 8AM TO'4PM FOR '[HE FOLLOWING iNSPECTIONS: 1. FOUNDATION ' TWO REQUIRED FOR POURED CONCRETE 2~ ROUGH - FRAMING & PLUMBING 3. INSULATION ..4. FINAL - CONSTBUCTIQN MUST BE COMPLETE.FOR C.O. ALL CONSTRUCTION SHALL MEET I~IE ODES OF NEW FOR CERTIFICATE ~' PROCEED WITH SURVEY ¢¢,C L¢, ",NCY S~LD~R USED IN W~ ~ R S~, P~¥ SYSTEM CANNOT F-.~C~O 2110 0F1% LEAO. I~J Ni PLUMBIN~ ....... ~ & WATER LINES NEED j ,~ N~ BEFORE COVER N' ~ ~RS CER~F~ ' TQ SECTION 45..J0C ' )F ,AIl 1,20 mph wind ~eqmr~m~ts p~r Naw ¥0rk~e,Bu[}dirq~rCode shall ~1~ w~h }n~d~ WFCM ~e~pt pe d~{' n Tabk,3 2B c~ for uvmE~ a~h0r ~hs, ~ 8 {qn8 and ~. ~ ~. ~.¢. ~d S~onL~P4 /VOTE'