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Town of Southold Annex 54375 Main Road Southold, New York 11971 8/11/2011 CERTIFICATE OF OCCUPANCY No: 35133 Date: 8/11/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL ADDITION 50 Youngs Ave, Mattituck, NY 11952, Sec/Block/Lot: 141 .-1-38 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/4/2011 pursuant to which Building Permit No. 36315 dated 4/8/2011 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: Additions & Alterations to a Single Family Dwelling; 2nd Story Bedroom, Exercise Room, Bath, Mechanical Room & Den, as applied for. The certificate is issued to Passeggio, Robert & Passeggio, Eli,se (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7/28/11 36315 8/10/11 C~~mbing ~ Heating TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit Cf: 36315 Permission is hereby granted to: Passeg~io, Robert & Elise 58 Youngs Ave Mattituck, NY 11952 Date: 4/8/2011 To: Additions & Alterations to a Single Family Dwelling; 2nd Story Bedroom, Exercise Room, Bath, Mechanical Room & Den, as applied for. At premises located at: 50 Youngs Ave, Mattituck, NY 11952 SCTM # 473889 Sec/Block/Lot Cf 141.-1-38 Pursuant to application dated To expire on 10/7/2012. Fees: 4/4/2011 and approved by the Building Inspector. CO - ADDITION TO DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $438.00 $488.00 E~ilding Inspector 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 of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. Old or Pre-existing Building: (check one) New Construction: Location of Property: House No. Owner or Owners of Property: /~9/~ ~ Suffolk County Tax Map No 1000, Section Street Block Hamlet Lot Subdivision Filed Map. Lot: PermitNo. g/~ ~/~' DateofPennit. 9/~ ~'~ // Applicant: O/j,- ~,~/a45t,/~ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ .D~-g9, ,~o//~,.~ Underwriters Approval: Final Certificate: ~ (check one) Applicant Sig~at~r~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold~ New York 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer, richert~town.southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: R&E Passeggio Address: 50 Youngs Ave City: Mattituck St: NY Zip: 11952 Building Permit#: 36315 Section: 141 Block: 1 Lot: 38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Dan Wilcenski Electric LicenseNo: 4723-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: 1 exhaust fan, 1 paddle fan Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture [~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures [~ TVSS Notes: Inspector Signature: Date: Aug 10 2011 81-Cert Electrical Compliance Form P.O. ~ !!~9 ~ l~w ¥~,11:~ ! 197 IJJgS9 (63111 ~ERTIFIC&TIO~ ow r:_, (Please print) · (Please print) les& I certify that the aokler uaed ia the waler m~ePly system ootgai~ ie~.tl~m 2/10 Of 1% Notre7 Public,~_~ ~ -~ County CONNIE D. BUNCH Notary Public, 8tale o~.New. No. 01BI~SS050 C~n~d~ ,Suffo~_ Coun~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION ~=~L~CTR ICAL (ROUGH) [ REMARKS: ] ELECTRK2AL (FINAL) iNSPECTOR~~~-~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I N SisTPE~pLNBG. [ ] FO~DATION [ ]/~OUNDATION 2ND [ ] INSULATION [ ~] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] R~H~P~-BG. [ ~]..'I~SU LATION [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] F~E~Am'C0NSTRUC'n0. REMARKS: -~~~ / [ ] FINAL [ ] fiRE SAFETY INSPECTION [ ] fiRE RESISTANT I~RE'mATION £ DATE INSPECTOR ~ .~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROU/GH PLBG. / [ ]/~iSULATION [~/] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ELECTRICAL (FINAL) [ ] ELECTRICAL (ROUGH) RE DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~~ FI.F.,/.~ ~1~ ~ I~ DATE COM~I~$ FOUNDATION (lST) ~// .... ,,,, , ,. , / / ~S~ON P~N. Y, STA~ E~R~ CODE ,, , ~DITION~ COUNTS ' TOWN OF SOUTHOLD BUILDING DEPAF~I'MENT TOWN HALL ~ SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Expiration PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: APR - 2011 BLOC DEPT. a. This afl.~¥1~::~%~[~'l~tJ~T be con' Building Inspector PLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS detely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of )lans, 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 lbr 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, Suftblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing a~dress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises I/Q)t.?~C'7''- '~,4-ff, g(r-(~tO A~"~) ~--I..,$tPJ p~e-r[~_~-c, o (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatio_~of land on wh, ich proposed work will be done: House Number -- Street Hamlet CountyTax Map No. 1000 Section Block O ! Lot O~ ~ ,Ooo Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed c~stru'ction: a. Existinguse and occupancy ~)~.,~- t~qh,~16F O¢CUF~6~ b. Intendeduseandoccupancy S/~/6t.-~ I~'tqomcc-~ Oe-caP,~.ac c~ 3. Nature of work (check which applicable): New Building_ Addition Repair Removal Demolition Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 7. Dimensions of existing structures, if any: Front 70 t Rear Height Number of Stoffes If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of same structure with alterations or additions: Front Depth ~ ~ Height. Depth criB ! Number of Stories J Rear '70 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size oflot: Front /q'q' ' Rear /q-I t Depth :/~° ~ 10. DateofPurchase ~'~['7,--2~,,~ Name of Fonner Owner .~ {q.~t.}tOt~ LL-C 1 I. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO tww · 13. Will lot be re-gTaded? YES__ 14. Names of Owner o~premises Name of Architect Name of Contractor 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO tz/ Will excess fill be removed from premises? YES NO Address ~ J/~,*o~ ~. ~fV~ t~rr~,q~-hone No. ~J/'-t-'~ ~7~'2 ~ Address Phone No Address Phone No. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants-and restrictions with respect to this property? * YES NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CC~-NNIE D. BUNCH (S)He is the ...... ..~ ~ ~,~ ¥o~ (Contractor, Agent, Corporate Officer, etc.) NOm~/NO.r'~'~'01BU6188050 ......... Quailed In Suffolk County r*~ of said owner or owners, and is d ly =tbor zed to perro or have performed the sai, , a%¢ication: that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith· S .wprr} ~o before me thi~ , / ~ "Ffh day of ?~) F I ~ 20 Notary Public Si~natur~ or ~can~ *.~ctc/ress: · *~.4'oss Street: *Phone No.: · TOWN' O~ 80TJT~OT.n; APPLICATION FOR ELECTRICAL INSPECTION. Na~:. ~ ~ . .. J.~SI~E INFORMATION: (*[ndi~tes m~i~ in~aUOn) P~rm~ No.: . :lax Map .DL_._._._._._._.~Mot: · 1000 Section:. ,./'-//' ~I~RIEF DESCRIPTION OF ~/VOR~. (Please P~nt. Clea'dy]~ qa. jOb ready for inspe0tlgn: ~ you r,c-~ a Tern.p CerUfloat.e: Tamp information (If needed}- *~el~iOe 8~e:' 1 Phase'. 3Phase *New 8ervioe: Re-conneot Additional' IM'ormaUon: 400 O[her Underground Numl~erofMet;'rs Change bfService Overhead PAYMENT DUE WITHAPPLICATION 100 1§0.. 200 300; 350. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Department Date: April 3,2011 Re: Passeggio Youngs Ave. Mattituck, NY To Whom It May Concern: This letter certifies that the renovations that will be performed on the above mentioned home will yeild a total of 4 bedrooms when work is complete. Any questions feel free to call. P.E. P~OFIDE BRI~P pHCb~_~ ~ON Oranage s~mures ~ s~ze & t~aUon? ~-~ 6kales Cor~ Sun'ace Water ~. ~~n~d~e~ . ~ ~ ~ ~m.a~ La~ ~, G~ ~ ~ ~e Jn~ ~ ~an ~ ~b~ Ya~s of Ma~ ~ any ~ . ~l~b~pJi~ RequireL~ Di~i~. ~ ~ ~ng an Nea in ~s of ~ ~ou~ (5,~'S.F.) ~uam F~t of Ground Suds? Is ~em a NaOmi Water ~ume Runni~ ~r~ ~e - ~ ~ ~ ~ H~ed (1 ~) feet of a We~ ~ ~a~? ~t~ ~ S~ ~ep~ ~ ~e S~~ ~ ~ed RR~n (15) f~t ~ Ve~l' ~ ~ :1 I t/ One H~ (1~ 0~ Ho~m~l~aq~? ' ~ ~ ?~.P~~m~ ~ / ~to ~in ~e ~.of a T~ ~t~ ............................................... day of ............................ , P.O .... Nota~ Public: .......................................................................................... FORM - 06/10 Town Hall Annex 54375 Main Road P.O. Box I 179 Southold. New York I 1971-0959 Telephone (63 I) 765~ 1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF' SOUTHOLD July 29, 2011 Robert & Elise Passeggio 50 Youngs Avenue Mattituck, NY 11952 TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) ?~,,,~ Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00 __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 36315-Z addition/alteration This ce~lifies that the bearer is duly licensed by the County of Suffolk HOME ~ROVEMENT C~TRACTOR ARNOLD R Go~ JR 37816-H ~7~ ~ ~01~11 ESSEX INSURANCE COMPANY COMMERCIAL LIABILITY DECLARATIONS Policy Number 3DE6667 Item 1. Named Insured and Mailing Address: 0akside Construction, Inc. Item2. Policy Period From: 10/19/2010 TO: ]0/19/2011 Term:Annual 12:01 A.M. Standard Time at the address of the Named Insured as stated herein, Item 3. Retroactive D~e: Item 4. Business Description: Carpentry Item 5. In return for the payment of the premium, and subject to all the terms of this policy, we agree with you to provide the insurance as stated in this policy. This policy consists of the following coverage parts for which a premium ix indicated. V~here no premium is shown, there is no coverage. This premium may be subject to adjustment. CoveraBe Part(~) Form No. and Edlgol~ Date Premium Commercial General Liability Coverage Part CG0001 (12JOT) $ 2,6 2 6.0 0 Prafesslonai Liabl#ty Coverage Part $ THE INSURER(S) NAMED I! EREIN IS (ARE) NOT -- LiC-~T~Ei~ ~H~ ~t: )F ~.!F.W~tOBK, NOT $ ............... o,,o~o ~c,n~. AND IN THF EVENT OF THE iNSOLVENC' OF THE INSURER(S), $ NOT PROrECTED BY TH NEW YORK STATE ~:llnil:CT Tm% nil n~ T}a~ F~IILATION$ OF THF INSURANCE DEPARTMJ iT PERTAINING TO POLICY FORMS. Minimum and Deposit Item Forms and endorsements applicable to all Coverage Parts: 03 ~-z06[ ¢0s-02) SHOW NUMBERS Agent Number: 02z?0 Program Code: Not Applicable Underwriter Name:s. Ossonc Count~mi~ 11/03/2010 MER ay ~ INSUreD OF N£w YoJ~g This is to certify that Excess Line Association of New York received and reviewed the 11/10/2010 attached insurance document in accordance with Article 21 of the New York State Insurance Law THE iNSURER(S) NAMED HEREIN IS (ARE) NOT LICENSED BY THE STATE OF NEW YORK, NOT SUBJECT TO ITS SUPERVISION, AND TN THE EVENT OF THE INSOLVENCY OF THE INSURER(S), NOT PROTECTED BY THE NEW YORK STATE SECURITY FUNDS. THE POLICY MAY NOT BE SUBJECT TO ALL OF THE REGULATIONS OF THE INSURANCE DEPARTMENT PERTAINING TO POL1CY FORMS. STATE OF NEW YORK WORKERS' COMPENSATION BOARD www. wcb.state.ny, us11623 ESTADO DE NUEVA YORK - JUNTA DE COMPENSACION OBRERA StafewideFa×Une. 877-553-0537 NOTICE OF COMPLIANCE AVISO DE CUMPLIMIENTO IMPORTANT INFORMATION FOR EMPLOYEES WHO ARE INJURED OR SUFFER AN OCCUPATIONAL DISEASE WHILE WORKING. 1. By posting this notice and informat on concern ng your rights as an injur,ed worker, your employer is incompliance w~th the Workers Compensabon Law. 2. If you do not notify your employer within 30 days of the date of your injury your claim may be disallowed, so do so immediately. 3. You are entitled to obtain any necessary medical treatment and should do so immediately. 4. You may choose any doctor, podiatrist, chiropractor or 9sychologist referred by a medical doctor that accepts NY 5tare Workers' Compensation patients and is Board authorized. However if Your emp oyer s nvo ved n a certified preferred provider organization (PPO) you must first be treated by a provider chosen by your amp oyer and your employer must give you a written statement of your rights concerning further medical care. 5. You should tell your doctor to file copies of medica! reports concernin§ your claim with the, Workers Compensation Board and with your employer s insurance company, which is indicated at the bottom of this form. 6. You may be entitled to lost time benefits f your work-related in ury keeps you from work for more than seven days compels you to work at lower wafles or results in permanent disability to any part of your bogy. You may be entitled to rehabilitation services if you need he p returning to work. 7~ You should not pay any medical provi,ders directly. They should send their bills to your employers insurance carr er If there is a dispute the provider must wait until the Board makes a decision before it attempts to collect payment from you. If you do not pursue your c am or the Board rules that your in ury is not work-related, you may be responsible for the payment of the b s. 8. You are entitled to be represented by an attorney or licensed representative but ~t is not required. If you do hire a representative No not pay him/her direct y Any fee will be set by the Board and will be deducted from your award. 9. If you have difficulty in obtaining a claim form or need help in filling it out, or if you have any other questions or problems about a job-related injury, contact any off ce of the Workers' Compensation Board. WORKERS' COMPENSATION BOARD OFFICES Albany, 12241 - 100 Br0adway-Menands - (866) 750-5157 -Brooklyn, 11201 - 111 Livingston St. - Brooklyn - 800 877- 373 ¥1inghamt0n, 13901 - State Office Bldg.-44 Hawley St.- 866 802-3604 uffa0, 14202 - 359 Franklin Street - (866) 211-0645 ~uppauge, 11788 - 220 Rabr0 Drive - Suite 100 - (866) 681-5354 empstead, 11550 - 175 Fulton Avenue - {866} 805-3630 ~ew York, 10027 - 215 W. 125th St. - Manhattan - (800) 877-1373 :eekskill, 10566 - 41 North Division St. - (866) 746-0552 ',ueens, 11432 - 168-46 91st Ave. - Jamaica 800 877-1373 0chester, 14614 - 130 Main Street West - 866 211-0644 :,yracuse, 13203 - 935 James St. - (866) 802-3730 '~DOWNSTATE MAIL ADDRESS Claims-related mail for the Hauppauge, Hempstead, Peekskill and all NYC offices should be mailed to: PO Box 5205 Binghamton, NY 13902-5205 A EMPLEADOS INFORMACION IMPORTANTE PARA EMPLEADOS QUE SEAN LESIONADOS O SUFRAN UNA ENFERMEDAD OCUPACIONAL MIENTRAS TRABAJAN. 1. Su patrono est~ cumpliendo la Ley de Compensaci6n Obrera cuando despliega este comunicado concerniente a sus derechos como trabajador lesionado. 2. Si usted no notifica a su patrono dentro del t~rmino de 30 dias de haber sufrido su lesibn su reclamaci6n podria sar desestimada, por eso notifique inmediatamente. 3. Usted tiene derecho a recibir cualcluier tratamiento m&dico necesario relacionado con su lesi6 n y debe gestionario inmediatamente. 4. Para el tratamiento de cualquier lesi6n o enfermedad relacionadacon el traba o, usted puede escoger cualquier m~dico, podiatra, quiropractico ~ psicologo (si es ref"erido por un m~d co autorizado) qua est& autorizado y acepte pacientes de la Juntade Compensacion Obrera. Sin embargo, si su patrono est~ autorizado a participar una organizacion certificada de proveedores preferidos (PPO) usted deber,~ obtener tratamiento inicial para cualquier lesi6n o enfermedad relacionada con el trabajo de Ja correspondiente entidad. Patronos que participen en cua}quier de estos programas establecidos pot lay estan obligadosa proveer a sus empleados notificacion escrita explicando sus derechos y obligac~ones bajo el programa aque este acogido. 5. Usted deber~ requerir de su M/~dico qua radique copias de los informes m~dicos de su caso en la Junta de Compensaci~n Obrera yen la compaRia de seguros de su patrono qua se indica al final de esta forma. 6. Usted tiene derecho a compensacidn si su lesidn relacionada con el trabajo le impide trabajar por m~s de slate dias, le ob ga a traba ar a sueldo m~s ha jo 6 resulta en incapacidad permanente de cualquier parte de su cuerpo. Usted puede tenet derecho a servicios de rehabilitaciOn si necesita ayuda para regresar al trabajo. 7. No pague a ningun proveedor m~dico directamente por tratamiento de su lesi6n o enfermedad relacionada con el trabajo. EIIos deben enviar sus facturas al asegurador de su patrono. Si el caso es cuestionado, el proveedor debera esperar hasta que la Junta decida el caso, antes de iniciar gestibn de cobro alguna con,tra usted. Si usted no tram, ira su caso 6 la Junta fa0a que su lesion o enfermedad no esta relacionada con el trabajo, usted podria ser responsable del pago de las facturas. S. No es obligatorio el estar representado en ninguno de los procedimientos de la Junta. pero es un derecho que usted tiene, el estar representado pot abogado ~ pot representante licenciado si usted asi Io desea. Si es representado, no pague al abogado (5 al representante Iicenciado. Cuando la Junta decida su caso los honorarios saran determinados por a Junta y descontados de sus beneficios. 9. Si tiene dificultad en conseguir un formulario de reclamaci~n o necesita ayuda para Ilenario (5 tiene dudas sobre cualquier situaci6n relacionada con una lesi6n o enfermedad comuniquese con la oficina mas cercana de la Junta. Robert E. Bel0ten Chair (Presidente) Workers' Compensation Benefits, when due, will be paid by THE STATE INSURANCE FUND 199 Church Street, New York, N. Y. 10007 (212) 312-9000 (Los benefici0s de C0mpensacien 0brera, cuand0s debid0s, seran pagad0s pork Name of employer (Nombre de patrono) Effective From .......... (Eh Vigor Desde) (Hasta cancellation) Policy No ............. ! 141.6.....~.~1-:~ ............................................. (P01iza C-lO5 (08-2009) S. I. F. U-30 ,0,~,s, COt~PENSATION .OARD OAKSIDE CONSTRUCTION INC PO BOX 206 NEW SUFFOLK NY 11956 THIS NOTICE MUST BE POSTED CONSPICUOUSLY IN AND ABOUT THE EMPLOYER'S PLACE OR PLACES OF BUSINESS. Failure by an employer to post this notice in and about the employer's place or places of business may result in a $250 penalty for each violation. 11620 11621 INSURED: I 1416 691-2 REPRESENTATIVE: 281691 OAKSIDE CONSTRUCTION INC MCMANN PRICE AGENCY INC ! 1416 691-2 PO BOX 206 828 FR0NT STREET NEW SUFFOLK NY 11956 PO BOX 2065 2/11/2011 GREENPORT NY 11944 ZNFORMAT't 0N PAGE INSURED: I 1416 691-2 OAKSIDE CONSTRUCTION INC PO BOX 206 NEW SUFFOLK NY 11956 THE STATE INSURANCE FUND 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 (888) 875-5790 090 4/01/2011 TO 4/01/2012 000814328R REPRESENTATIVE: 281691 MCMANN PRICE AGENCY INC 828 FRONT STREET PO BOX 2065 GREENPCRT NY 11944 ~ PERIOD OF COVERAGE BEGINS AND ENDS AT TWELVE AND ONE MINUTE O'CLOCK A.M. EASTERN STANDARD TIME TYPE OF BUSINESS: CORPORATION 1416 691-2 2/11/2011 r 05 704 MP 1500 11653 I#F§R#ATIO# P,4~E RE#EWAL POLICY THIS POLICY COVERS THE FOLLOWING ENTITY OAKSIDE CONSTRUCTION INC THIS POLICY COVERS THE FOLLOWING LOCATION 6580 NEW SUFFOLK ROAD NEW SUFFOLK NY11856 2-4 EFF: 1/15/2007 2-3 EFF: 2/10/2011 THE PREMIUM FOR THIS POLICY WILL BE DETERMINED BY OUR MANUALS OF RULES, CLASSIFICATIONS, RATES AND RATING PLANS. ALL INFORMATION REQUIRED BELOW IS SUBdECT TO VERIFICATION AND CHANGE BY AUDIT. CODE CLASSIFICATION DESCRIPTION ESTIMATED X RATE = SIF MANUAL PAYROLL PER $100 RATE PREMIUM 5645 CARPENTRY-PRIVATE RES-DETACHED--U 97,100 17.60 17,089.60 8810 CLERICAL OFFICE EMPLOYEES NOC-U 8,200 0.24 19.68 5474 PAINTING OR DECOR&DRVRS NOC--U IF ANY 15.19 1. SIF MANUAL RATE PREMIUM .............. 17,109.28 2. EXPERIENCE RATING CREDIT 5% OF ITEM 1 .... 855.46CR 3. SIF STANDARD PREMIUM 95% ............ 16,253.82 4. EXPENSE CONSTANT ................ 250.00 5. SIF BASE PREMIUM ................. 16,503.82 6. TERRORISM PREMIUM ................. 56.86 7. NATURAL DISASTER AND CATASTROPHE PREMIUM ..... 11.68 8. TOTAL TERRORISM PREMIUM(TERRORISM + DISASTER). . . 88.44 8. SIF BASE PREMIUM + TOTAL TERRORISM PREMIUM .... 16,572.26 10. STATE FUND DISCOUNT 35% OF ITEM 3 .... 5,688,84CR 11. EST. ANNUAL SIF PREMIUM + TOTAL TERRORISM PREMIUM. 10,883.42 12. ASSESSMENT CHARGE 8.1% OF (ITEM tl LESS ITEM 4). 861.81 13. EST. ANN SIF PREM + TOTAL TERRORISM PREM + ASSMT . 11,744.73 14. DEPOSIT REQUIRED 25.00% OF ITEM 13. . . $2,936.18 PAGE 2 CONT. (NIF2S I 1/98) INFORMATION PAGE INSURED: I 1416 691-2 OAKSIDE CONSTRUCTION INC PO BOX 206 NEW SUFFOLK NY 11956 THE STATE INSURANCE FUND 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 (888) 875-5790 090 4/01/2011 TO 4/01/2012 000814328R REPRESENTATIVE: 281691 MCMANN PRICE AGENCY INC 828 FRONT STREET PO BOX 2065 GREENPORT NY 11944 ~ PERIOD OF COVERAGE BEGINS AND ENDS AT TWELVE AND ONE MINUTE O'CLOCK A.M. EASTERN STANDARD TIME TYPE OF BUSINESS: CORPORATION 1416 691-2 2/11/2011 P 05 704 MP 1500 11656 /NFOR#,4TR1N PAGE RENEWAL POLZ£Y THIS POLICY INCLUDES THESE ENDORSEMENTS AND/OR SCHEDULES: EXPERIENCE RATING IS MANDATORY FOR ALL ELIGIBLE INSUREDS. THE EXPERIENCE RATING MODIFICATION FACTOR, IF ANY, APPLICABLE TO THIS POLICY MAY CHANGE IF THERE IS A CHANGE IN YOU9 OWNERSHIP OR IN THAT OF ONE OR MORE OF THE ENTITIES ELIGIBLE TO BE COMBINED WITH YOU FOR EXPERIENCE RATING PURPOSES. CHANGE IN OWNERSHIP INCLUDES SALES, PURCHASES, OTHER TRANSFERS, MERGERS, CONSOLIDATIONS, DISSOLUTIONS, FORMATIONS OF A NEW ENTITY AND OTHER CHANGES PROVIDED FOR IN THE APPLICABLE EXPERIENCE RATING PLAN MANUAL. YOU MUST REPORT ANY CHANGE IN OWNERSHIP, IN WRITING, WITHIN 90 DAYS OF SUCH CHANGE. FAILURE TO REPORT SUCH CHANGES WITHIN THIS PERIOD MAY RESULT IN REVISION OF THE EXPERIENCE RATING MODIFICATION FACTOR USED TO DETERMINE YOUR PREMIUM. THE EXPERIENCE RATING CREDIT SHOWN ON LINE 2 BELOW IS IN ACCORDANCE WITH YOUR PAST ACCIDENT EXPERIENCE UNDER THE EXPERIENCE RATING PLAN AS PROMULGATED BY THE APPROPRIATE RATING ORGANIZATION. 72 THE PREMIUM BASIS OF THE POLICY INCLUDES THE REMUNERATION OF YOUR SUBCONTRACTORS EXCEPT THOSE FOR WHOM A CERTIFICATE OF WORKERS COMPEN- SATION INSURANCE HAS BEEN PRESENTED THAT IS SATISFACTORY TO US AS DEMONSTRATING OTHER COVERAGE. # 89 NEW YORK EXCLUSION OF EXECUTIVE OFFICER(S) ENDORSEMENT THIS POLICY DOES NOT COVER FOR CLAIMS OR SUITS THAT ARISE FROM BODILY INdURY SUFFERED BY THE SOLE EXECUTIVE OFFICER AND ONLY STOCKHOLDER OF THE INSURED CORPORATION, OR TWO EXECUTIVE OFFICERS WHO TOGETHER ARE THE ONLY OFFICERS AND STOCKHOLDERS OF THE INSURED CORPORATION, WHEN SUCH CORPORATION HAS OTHER EMPLOYEES WHO ARE REQUIRED TO BE COVERED BY THE LAW, AND THE CORPORATION HAS ELECTED TO EXCLUDE FROM COVERAGE THE OFFICER(S) DESCRIBED IN THE SCHEDULE. THE PREMIUM BASIS FOR THE POLICY DOES NOT INCLUDE THE REMUNERATION OF THE EXCLUDED EXECUTIVE OFFICER OR OFFICERS. YOU WILL REIMBURSE US FOR ANY PAYMENT WE MUST MAKE BECAUSE OF BODILY INdURY TO SUCH PERSON(S). SCHEDULE: ARNOLD R GOLZ dR (PRES) OF 9AKSIDE CONSTRUCTION INC (ONE PERSON CORP) 4/01/2005 1/15/2007 THIS IS NOT A BILL. IMPORTANT PREMIUM CALCULATION, PLEASE RETAIN FOR YOUR RECORDS. FOR ATTACHMENT TO NORKERS' COMPENSATION - EMPLOYERS' LIABILITY POLICY (SEE REVERSE SIDE FOR CONDITION5) PAGE 1 CONT. J This policy includes, with their permission, some copyright materiaJs of the National Council on Compensation Insurance and the New York Compensation Insurance Rating Board. (NIF 10S 11/98) 11657 CONDITIONS THE POLICY ISSUED BY THE STATE INSURANCE FUND IS A CONTINUOUS ONE AND REMAINS IN EFFECT UNTIL CANCELLED. THIS DOCUMENT NEITHER REINSTATES THE POLICY IF PREVIOUSLY CANCELLED NOR RESCINDS ANY OUTSTANDING CANCELLATION NOTICE. FOR THE PURPOSE OF SERVING NOTICE, THIS ASSURED AGREES THAT THE ADDRESS SHOWN ON PAGE ONE OF THIS DOCUMENT IS BOTH BUSINESS AND RESIDENCE ADDRESS OF THIS ASSURED AND/OR ANY REPRESENTATIVE OF THIS ASSURED UPON WHOM NOTICE MAY BE SERVED. PURSUANT TO CHAPTER 55 OF THE LAWS OF 1992, ALL CHECKS RETURNED UNPAID WILL BE SUBJECT TO A $20 ADMINISTRATIVE FEE. Policyholders with annual deposit premium of $1,000 or more can elect to pay the deposit premium via our extended payment plan. Once the initial deposit on your premium has been paid, the remaining balance can be paid in installments through the tenth month your policy year. A $10 policy service charge will apply to each installment bill for policies issued or renewed January 1, 1999 and later. NIF512 (11/98) &e 3/o3/--q'- BUILDING PERMIT EXAMINER CHECKLIST SCTM# 1000-- ] tqt.[__ 0 {.. .~ t~ Subdivision: Property Address: .~-o ~ ~. Building Permits (O]}en/E,xpired): Bp t/t/I/(Z / C/O Z- BP -Z / C/O Z-~ , Info:-" ' BP -Z / C/O Z- Single & Separate Search Required? Y oODetermination: ' *Date Submitted: ~k~UC--{ I Date Reviewed: Estimated Cost: Zone: J(~~cO Conforming? City: ~~ Pre COs? , Info: BP -Z / C/O ~ , Info: ~., Info: BP -Z / C/O Z-~, Info: REQ. Lot Size: clt-° '~ ACT. Lot Size: REQ. Front ~ ACT. Front o~ REQ Side REQ. Height ,~ ACT. Height Waterfront? Y ~r~N~' If yes, water body: ~ Panel# ~ Flood Zone:~'---- Bulkhead/Bluff DiStance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or If yes, *Bed#: *Date: ~/.~/__ *Permit#: - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DECg/I/7$ Y 0~)- Date: Southold Trustees: Y 0r~- Date: / __ Southold ZBA: Y or~- Date: /__/__ Southold Planning: Y o~)- Date: /__ __ To~vn Landmark C of A: Y 9(~DTE: __ __ Notes: / / Permit #: Permit #: Permit #: Permit #: Town Septic: Y or NJ Letter - Notes: or NJ Letter - Notes: - Notes: - Notes: / *NYS CODE Compliance (page 2.~ Fee Structure: Foundation: First Floor: Second Floor: Other: Total: SF SF Calculation: o + Initial Fee: $ + Additional Fee ( ): $ SF X $ --$ + Initial Fee: $ ~' ~q-a O0 + Additional Fee ( ): $. TOTAL: $ -3g, oo 3--o , oo · Ground Snow Lead: ~0 Weathering: Severe__ Design Temp: 11 __ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITER/A: 0~ Wind Speed: I20MPH__ Seismic Design Category~ B . · Frost Depth: 36" __ Ice Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: Termite: M~H Decay: S-IV[ Flood Hazards: - HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGIlqEERBDfpREscRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/lq HEADERS: Y/N WALL sTUDS: CEILING JOISTS: Y/N FLOOR JOISTS: ¥/N LUIM[BER SPECIES AND GRADE: Y/N GLILDERS: Y/N ROOF IL61ZTERS: W][NDOW AND DOOR SCHEDULE: · MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING K1SER DIAGRAM~ LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTWICATION: YfN ENERGY CALCS TOTAL COMPLIENCE?~}N (RETURN TO PAGE ONE) ORLANDO 8CARAMUCCI SUFFOLK COUNTY. N[W Generated by REScheck-Web Software Compliance Certificate Energy Code: Location: Construction Type: Project Type: Building Orientation: Heating Degree Days: Climate Zone: 2010 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family AdditlonlAItemflon Bldg. orientation unspecified 5750 4 Construction Site: Owner/Agent: YOUNGS AVENUE MATrlTUCK, New York Compliance: 12.9% Better Than Code Maximum UA: 101 Your UA: 88 Designer/Contractor: JAMES DEERKOSKI, PE 631-298-7116 Ceiling: Flat or Scissor Truss Ceiling: Cathedral Wall: Wood Frame, 16in. o.c. Orientation: Front Window: Wood Frame, 2 Pane wi Low-E SHGC: 0.31 Orientation: Front Walh Wood Frame, 16in. o.c. Orientation: Back Window: Wood Frame, 2 Pane w/Low-E SHGC: 0.31 Orientation: Back Wall: Wood Frame, 16in. o.c. Orientation: Left Side Wall: Wood Frame, 16in. o.c. Orientation: Right Side 558 30.0 0.0 20 102 30.0 0,0 3 112 19.0 0.0 5 30 0.300 9 141 19.0 0.0 7 30 0.300 9 300 13.0 0.0 25 116 13.0 0.0 10 Compliance Statement: The proposed building design described hero is consistent with the building plans, specifications, and other calculations submitted with the pon-nit application. The proposed~lding has been designed to meet the 2010 New York Energy Conservation .~.=~,~ ~=,.~C~°~s~trl~=~c*ti°n Code requirements in REScheck-Web and Jo comp~ ,~\eth\ mandatory requirements listed in the REScheck Inspection Name-Tit ~ ~ --- ' Signature X~'~ Dat~ I Generated by REScheck-Web Software Inspection Checklist Ceilings: [] Ceiling: Flat or Scissor Truss, R-30.O cavity insulation Comments: Ceiling: Cathedral, R-30.0 cavity insulation Comments: Above-Grade Walls: [] Wall: Wood Frame, 16in. c.c., R-19.0 cavity insulation Comments: ~.~ Wall: Wood Frame, 16in. c.c., R-19.0 cavity insulation Comments: [] Wall: Wood Frame, 16in. c.c., R-13.0 cavity insulation Comments: [] Wall: Wood Frame, 16in. c.c., R-13.0 cavity insulation Comments: Windows: [] Window: Wood Frame, 2 Pane wi Low-E, U-factor: 0.300 For windows without laPeled U-factors, descriPe features: #Panes Frame Type . Thermal Break? Comments: Yes__No [] Window: Wood Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No Note: Up to 15 sq.ft, of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that ara sources of air leakage are sealed. [] Recessed lights are either 1) Type lC rated with enclosures sealed/gasketed against leaks to the ceiling, or 2) Type lC rated and ASTM E283 labeled, or 3) installed inside an air-tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Sunrooms: [] Sunrooms that ara thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: [] Mafadals and equipment ara installed in accordance with the manufacturer's installation instructions. [] insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. [] Materials and equipment are identified so that compliance can be determined. Manufacturer manuats for all inst~lled heating and cooling equipment and service water heating equipment have been provided. [] insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: [] Ducts in unconditioned spaces or outside the building are insulafad to at least R-8. 'LJ ' Ducts in floor trusses above unconditioned spaces or above the outdoors am insulated to at least R-6. Duct Construction: Air handlers, filter boxes, and duct connections to flanges of air distdbotion system equipment or sheet metal fittings are sealed and mechanically fastened. [] Ail joints, seams, and connections am made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 181B. [] Building framing cavities are not used as supply ducts. [] Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: [] Thermostats exist for each separate HVAC system, A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: ~1 Circulating service hot water pipes am insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: [] A permanent certJficste is provided on or in the electrical distdbutioo panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) 2010 New York Energy Conservation Construction Code Certificate Ceiling I Roof 30.00 Well 13.00 Floor I Foundation 0.00 Ductwork (unconditioned spaces): Window Door 0.30 0.31 Heating System: Cooling System: Water Heater: Name: Comments: Date: metro DESIG-N~GROUP~Z ENGINEERING 'k L" HAZLET, NEW JERSEY 07730 I~' i i i i Il m ~1~ TEL: 732.888.6210 ~ FAX: 732.847.433S --- : --: Lou Mo o, AIA Robert W. Toms, P.E. . ~ : ARCHITECT STRUCTURAL ENGINEER NJ - F~ A113345 NJ - ~ GE 36209 ~ · NY - ~¢ 028992-1NY - ~ 075384 ~ : -- -- CT - ¢~ 2237~ ,,-/__ ~ ~ I ~ PA - ~ 061412 / /~ 12/lO/OqREVI~?ER6LIENTOOW~NT5 ,.J~ ~ ©q/2q/OqRB/ISE~PERClIENT6OHNE~T5 E~Ho J~ ..... *'-.,~ ',.,0~.'/ .... ; ~ / , ; ..~%;, ,, / , yr · , . . . 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', .~ /r ¢ .-, *' ~* * ~ ..... ~ ~''-- 5S~LINEDRIVE SOALE: NTS SCALE: NTS 12DbD 50UNO A~NUE ~. ~. TITLE CONT~OLL~O INSPECTIONS: MTM Jo~: T-I TITLE SHEET THESE DOOU~ENTS A~ IN O0~PLIANCE ~ ALL OONST~OT[ON TO ~E IN AOCO~ANCE ~IT~ TNE FOLLO~IN~ CODES ~ SITE ~TANDA~, LATE~T EDITION~ A~ APPLIOABLE: P~OPE~TY ~CONTA~T: ~EFF ~NN~ - ~N-I ~ENE~AL NOTE5 - 2~ INTE~ATIONAL ~[LDIN~ CODE A-I SITE PLAN - 2¢¢~ INTE~ATIONAL ENEMY CONSERVATION COPE UTILITY CONTACT, LON~ tSLANO A-2 EQUIPMENT PLAN - 2¢¢3 [NTE~ATIONAL EXISTING ~UILDIN~ COPE AUTHO~IT~ 125~5 ~OUN~ A~NU~ - 2¢¢~ INTE~ATIONAL FI~E CODE ~ATTI A-~ ELEVATION ¢ ANTENNA MOUNT PETAIL5 - 2¢¢~ INTE~ATIONAL FUEL CA8 CODE APPLICANT: METRO ~¢e N~ ~O~, A-4 CABLE ROUTIN~ ¢ CABLE PORT ~ETAILS - 2¢¢~ INTE~ATIONAL MECNAN[CAL CODE ~ e~LINE -2¢¢~ INTE~ATIONAL PLUMBrN~ CODE HA~THO~N~, N~ IO~B2 ~I~N TYPE: A-5 UTILI~ F~ANE ELEVATIONS ~ ~PS ~OUNT[N~ ~ETAIL - 2¢¢~ INTE~ATIONAL P~OPE~TY ~AINTENANOE CODE A-~ FOUNdATiON ~ETAIL5 ~ EQUIPMENT ELEMATION5 - 2¢¢~ INTE~ATIONAL ~51DENT[AL OODE ~F ENgINEEr: ~A~I~ A~PA~ANI -TIA-222-F 5TANDA~ "~T~UOT~AL 5TANDA~5 FO~ 5TEE~ ANTENNA TOBER5 AND 5~ORTIN~ 5T~UOTU~ES" ~INI~U~ ~I4-BB2-q~I2 ES-I EQUIPmeNT SPECIFICATION5 ~ASlC BIND SPEED OF ¢~ ~ILES/NOUn5 (5¢ ~ILE&/NO~ [N CONJUNCTION BITN ¢.1~ INONE5 OF ~DIAL RF-I ~F INFORMATION CONSTRUCTION F~AN~ 5ANFILIPPO ~RA~N D%: CHECKED DY: PATE: E-I ELECTRICAL NOTE~ ~ INFOR~ATION ~ANA~E~: APPROVED AS NOTED ~Ho SS~ 06/02/0q (~)-~ 2- 4~ ~ ~. _~~ ~H~T TIT~ E-4 ~OUN~IN~ ~ETAILS ~r 'v BUILDING DEPARTMENT AT BEFORE YOU DI~ / r' "-alJCT'ON SHALLMEETTHE 0ALL ToLL F~E F A~ - t~,,,~ CODES UNLAWFUL _T CERTIFIOATE ~OU~HOLD TOWNzBA '-"-'--------- SOl. OLD TO~ T~USTEES ........ ~ N,¥.& DEC EGRESS 17'-8" 5'-7V/' 3'-8Y~" 4'-1" 2 -8~ 3L8V~'' 3Y2" 3%" 3Y~" EXERCISE ROOM CAL SLOPED CEILING 10'-2" "~-~---SO[[E: 1/4" = 1'-0" 4,, I , ], ! ' ' Ii' ,'l WINDOWSILL BATH 2 BATH 3 MASTER BEDROOM BEDROON I CLOSET DEN FOR44ER BEDROOM PORTICO 2X4DF#2 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCllJRAL PANELS WI~H A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMt ~ I bO FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1L4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.B. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SyB5111UTION FOR DESIGN-PRESSURE. ALL OPENINGS MU~ST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHu'rrERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUI~'ERS FOR INSTALLATION. 4" ApA pLYWOOD PORCH BREAKFAST 1/2 BATH DINING KITCHEN MUD RM .LIVING 2 CAP,, GARAGE ~ APPROVED AS NOTED ,~ ~JI SCAL~ PLUMBEB CERTIFICATION DA'E~ S . # '% ,~ soLDER USED IN WA TER NOTIFY BUILDING DEPARTME 765-1802 8 AM TO 4 PM FOR THE SUpPL Y SYSTEM CANNOT FOLLOWING INSPECTIONS, EXCEED 2/10 OF 1% LEAD. 1 FOUNDATION - TWO REQUIRED FOR POURED CONCRETE PLUMBING ALL PJ~UM~iNG ~,A,~TE I WATER UNES N E 3" 0 ROOF VENT 2 ROUGH-FRAMING, PLUMBING, STRAPPING, ELECTRICAL ~ CAULKING 3 INSULATION 4 FiNAL.CONSTRUCTiON&ELECTRiCAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DE31SN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED ~F · / ~0UTHOLOTOWN ZBA s G OA O / ~'Y~DEC TRAP / CHEMATIC TO APROVED SEPTIC SYSTEM OCCUPANCYOR USEIS UNLAWFUL WITHOUTCERT1FICATE OF OCCUPANCY M C H Desrgn Services www. mchdesianservices.com phone: (631) 299-2250 michael~mchdesignservices.com 7 DRAWN BY: MH March 23, 2011 SCALE: 1/4" = 1'-0" SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJING APPROVED USP METAL CONNECTOR5 FOR PROPER LUIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOUJ MANLIFACTURE'5 RECOMMENDED INSTALLATION INSTRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD O~PACIT~. KING STUDS ENDWALL CRIPPLESTUD-~~..~~~~ ~ BO~OMP~TE ~~ phone: RIDGE . (631) 298-2250 HEADER ~-- : LEDGER BATHTUB e-mail: SIDEWALL~~ /~ DOUBLE JOIST . ~ ~ michael~mchdesignse~ices.com RAFTER HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1 ST, ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR ~OZSTS UNDER FOR ADDED SUPPORT 2ND. ADS5 HOLD DOWN BOTH BDT P~TE OF 2ND FLOOR AND TOP ANCHOR PLATES OF 1 ST, FLOOR, CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. ST~P APPLY TO EACH JACK STUDj ~ lROOF LST~4 1-1/4'" "~x24 20ga. STRAP APPLY OVER RIDGE TO ~CH ~ER~ 2x6-~8 LS26 18ga. SLOPE HANGER APPLY TO EACH ~FTER / LEDGER ~O[ST DIRECTION WITH (2) ~O[STS. UNDER WALL. FOR ~O[ST NOT D~RECTLY UNDER PARALLEL WALLS, PROVED[ THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR R~ ~DOWN ANCHOR APPLY TO EACH CRIPPLE STUN ~10 LS210 18ga. SLOPE HANGER APPLY TO EACH ~FTER / LEDGER BLOC~NG THROUGH-ROOF EXHAUST SILL P~TE(S) ~ ~ALL SHEATHING ~FTE~ ...... ' / FINISH WALL AND MOISTURE ~ 2x~ LEDGER BLOCKING GUTTERMINIMUM NET FREE VENTI~TING AR~ - =LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION /> / ~/ ROOF,.G TO AVO[D SOAK,NC WALL STUD O NOT LESS THAN ,/150 OF THE AR. OF WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. ST~P AND JACK STUDS ~ SHALL ~E COVERED ~ CORROSION- TIN. SCREENED VENT INSTALL 4'0" O.C, ~ AND SO AS TO HA[NT~N ~R 8" - 14" LSTA30 1-1/4"x30" 18ga. ST~P AND JACK STUDS ~ ~ ~ ~ '' ~~ GAP TO PREVENT ~AP[L~RY 4" - 6" RAFTER RTl 0 10-3/4" x 18ga, ~DOWN ANCHO~ CONNECT TO 2N ALL OPENING~ EACH RAFTER PROVIDE &LOCKING BETWEEN ~OISTS THAT ARE SPICED AND CONNECT TO ~OOF ~ENTIL~TION / OVER B~RING WALLS AND H~DERS 14" - 16" LSTA36 1-1/4"x36" 18ga. ST~P AND JACK STUDS: ~" - 12" ~FTER RT20 21-1/8" x 20ga. ~DOWN ANCHOR EACH RAFTER ~OFFITED LAME 2ND. FLOOR WALL BASE FLASHING ~RAPS CORNERS, m RIDGE CAP OF SAME SH~GLES AT BABE MIN. 4 INCHES THROUGH VENT ~ , TOP P~TE 1 ST. FLOOR WALL STAPPZNG TO BE A~ACHED TO ~ALL STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ~ND ~AKE5 -- P~OVIDE NEHHED ~GE5 50 INSTALL 4'0" C.C. A5 TO FORH D~INAGE CHAMMY8 AND ~ / ON ALL OPENINGS , CONNECT EACH RIDGE VENT FOLDS FROH PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.~ INSTALL 4'0" O,C, ~E~P~TE RTl 5 ~DOWN ANCHOR ~FTER TO PLATE OVER RIDGE TO ~R PASSAGE [F ABLE, SET FIR ~O[STS APROX. ~/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. ST~P AND JACK STUDS i CONNECT OVER 6ONFORH TO SLOPE TO ALLOW FOR SHRZN~GE. ¢ REDUCE BUMP OUTS ON ALL OPENINGS P~TE~ALL SPTH4 STUD P~TE ANCHOR OF ROOF I P~TES TO EACH STUD DBL SILL P~TE ~ . I ~ KEYWAY FOOTING } ~ ~ CONC,~G. ~ '~ . g'~ . Z'>' ./ ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT / ~ . ~ ~.. ~ ~ (USP LBPS58OR BP583) COMPAiCTFILL ~II,,, FOR BLO*KOUT = STEEL ~ ~ ~ ~ ~J ~ PLATE (BOLTEDTO BEAM) X F BE~H POCKET KING STUDS " ' RAFTER ENDWALL WALL STUD HEADER -- LEDGER BATHTUB SIDEWALL ' RAFTER HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1 ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR ~OISTS UNDER FOR ADDED SUPPORT RIPTION APPLICATION ~ER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT ~CH WALL RUNNING PARALLEL ~ITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BDT P~TE OF 2ND FLOOR AND TOP ANCHOR PLATES OF 1 ST, FLOOR, CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. ST~P APPLY TO EACH JACK STUD ROOF LST~4 1-1/4 x24 20ga. STRAP APPLY OVER RIDGE TO ~CH ~ER 2x6-~8 LS26 18ga. SLOPE HANGER APPLY TO EACH ~FTER / LEDGER ~OIST DIRECTION WITH (2) ~OISTS. UNDER WALL. FOR ~OIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR R~ ~DOWN ANCHOR APPLY TO EACH CRIPPLE STUN ~10 LS210 18ga. SLOPE HANGER APPLY TO EACH ~FTER / LEDGER BLOC~NG THROUGH-ROOF EXHAUST RIM BOARD ~ ~CRICKET AT TOP-SIDE OF VENTI~ON CHANNEL CHIMNEY AS REQUIRED SILL P~TE(S) ~ WALL SHEATHING - 0 ' . - . - . - . - ' TOPP~TE BLOCKING ...... ' / FINISH WALL AND MOISTURE ~ 2x~ LEDGER BLOCKING GUTTERMINIMUM NET FREE VENTI~TING AR~ - =LOOR JOIST DEPTH US" NUMBER4.. _ 8' LSTA24 1.1/4"X24"DESCRIPTION20ga. ST~P ANDINSTALL 4'0" O'c'APPLICATIONjAcK STUDS ~/> ~ /~/~/~/ ROOF'"G TO AVO'D SOAK'NC WALL STUD ~0 SHALL ,E ~OVERgD ~ CORROS,ON_THE NOT LESS THAN '/150 OF THE AR" OFspAcE VENT,~TED ALL OPEN'NGS~::~C~ T,N. SCREENED VENT WOOD GIRDER DN ALL OPENINGE ~ ~ /~.- PROVIDE HEMMED EDGE AT RESISTANT METAL MESH ~H MESH CONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C, '~ ~~' ANDFLASHING TO FORM CHANNELso AS TO MAINT~N ~R LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF ~ INCH IN DIMENSION. 5OFFITED E~ME 8" - 14" LSTA30 1-1/4"x30" 18ga. ST~P AND JACK STUDS ~ ~ / ~ ' ' ~~ GAP TO PREVENT CAPIL~RY 4" - 6" RAFTER RTl 0 10-3/4" x 18ga, ~DOWN ANCHO~ CONNECT TO DN ALL OPENING~ EACH RAFTER PROVIDE BLOCKING BETWEEN ~OISTS THAT ARE SPICED AND CONNECT TO ~OOF ~ENTIL~TION / OVER B~RING ~ALLS AND H~DERS 14"- 16" LSTA36 1-1/4"x36" 18ga. ST~P AND JACK STUDS 8"- 12" ~FTER RT20 21-1/8" x 20ga, ~DOWN ANCHOR EACH RAFTER 5OFF,TED EASE DETAIL 2ND. FLOOR WALL RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME SH~GLES AT BABE MIN. ~ INCHES THROUGH VENT AND ALL WINDOW/DOOR OPENING ZACK STUDS ~ETAL FLASHING ~T ~Ll EAVES, 81DE~ALLS, WALL STUD O FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKE5 -- PROVIDE HEMMED ~GE5 50 ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O,C, ~E~P~TE RTl 5 ~DOWN ANCHOR ~FTER TO PLATE OVER RIDGE TO ~R PASSAGE IF ABLE, SET FIR ~OISTS APROX. ~/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. ST~P AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRIN~GE. ~ REDUCE ~UMP OUTS ON ALL OPENINGS P~TE~ALL SPTH4 ~TUD P~TE ANCHOR OF ROOF P~TES TO EACH STUD DBL SILL P~TE ~ ' I ~ KEYWAY~OOTING ~ ~ * CONC.~G. ~ '~ ' ~'~ ' ~'~' '~ ANCHOR BOLT CONNECTION USE WlTH 3x3 SQUARE WASHERS I/2" ~OUT / ~ . * '.- , ~ (USP LBPS58OR BP583) L TYPICAL BEAM DETAIL (S~B-ON-GRADE) 1-2STORIES 57"OC ~OOF JACKS ~ VENTS DETAIL COMPACT FILL ~ II,,, FOR BLOCKOUT = STEEL B~M (WITH A NAILING P~TE IF NEEDED) [~" d * REINFORCING BAR ~ ' ~ RE[NFORCINGBAR , ~ > ~OIST 12" > ~ OF CONTACT WITH CONCRETE OR CONC. BLOCK ~ ~~ ~ STEEL REINFORCE FOOTING WITH (2} ~4 R~NFORCING BARS* 3" MINIMUM BEARING SURFACE FOR WOOD B~M ~ARAGE DOOR BLOCKOUT BE~M POCKET FOUNDATION 5/8" DIA. ANCHOR BOLl ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" CC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" CC WALL BO~FOM PLATE TO FOUNDATION 1-2 STORIES 57" CC (SLAB-ON-GRADE) --, WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENT : ' w"ww. mchdesiansen/ices,com , I I , 1) RIDGE-TO-RAFTERASSEMBLY: ROOF FRAMING: occuPAMC'r CLASSIFICATION R3 RESIDENTIAL phone: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters ~n accordance to table 3.4. JOINT DESCRIPTION NAIL I NAIL NOTES E~UJLDING USE EESIDENTr~,L DWELLZNG (631) 298-2250 When a collar tie is used in leu of a ndge strap, the number of 10d common nails required QTY. SPACING ESUILDING HEIGHT e-maih CONSTRUCTION NOTES: ineachendofthecollarfieneednotexceedthetabulatadnumberofSdnailsinthestrap. RAFTERTO 8' WALL: 3-Sd COMMON EACH TOE-NAIL michae[@mchdesiflnservices.com TOP PLATE 10' WALL: 4-8d COMMOfi RAFTER TOTAL ~. FT. OF CON~TRLJCTION 1). The information within th~s set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST fl' WALL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid, not a substitute Lateral framing and shear wall connections for rafter, ceiling m' truss to top plate shall be in TO TOP PLATE 10' WALL: 4-8d COMMOfi JOIST TOE-NAiL [or generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCf~IPTIVE ,~5 F=E~ N.¥.5. F.>ESIDENTIAL CONSTf~UCTTON CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JO]ST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished, structurally Ihe to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CUf~ENT 5E~C NIGH UJIND EDITION, ~JOOD Ff~,AHE CONSTf~UCTION ~I~NUAL sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE F~AIHING ELEhlENT~ A5 PER FLOOR PLANS, CR0,55 SECTION AND GENERAL NOTE5 OVER PARTITION WFCM - SBC LAP NAIL EXT. E~ALCONIE5 g). The Genera[ Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECK5 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the speciflcahons for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAiL ATTIC5 ~u/o STORAGE IO should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTIC5 ~u/ 5TORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATION5 ROOF (~,ROUND 5NOUJ LOADJ 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2- 16d COMMON EACH END (LIVE LOAD5 PSF) ROOFI5 (OTHER THAN ~LEEPINGJ 40 (DO NOT SCALE DRAWINGS). 4}. WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOM5 (SLEEPINGJ 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches In concrete WALL FRAM I N G: STA,RS 40 responsibility for construction coordinaflng with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL GAURDRAIL~ (ANT DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b~ When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES precautions and programs in connection with the work, There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE specific use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: I LOAD PATH 5EE CONSTRUCTION ANDUJIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS EA. S~DE NAIL NAILING ~CHEDLILE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND LUINDOLU SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear wails w~th a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON D.C. NAIL attached with 8d common nails at 6" D.C. at the panel edges and 12" D.C. in the field, and FIRE PROTECTION 16" D.C. FACE ~ SEE FLOOR PLANS 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" D.C. at pane[ HEADER TO 1 Cd COMMON ALONG EDGES NAIL (SMOKE 4 CO2 DETECTORS) such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" D.C. tn the field shall be m accordance with the length requirements specified HEADER in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD 5TICK. FRAME CONSTRIJCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENEf~G¥ CALCULATIONS 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATETO: PER FACENAll CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FO U N DATIO N NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2- lcd COMMON FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING:, SNOW SPEED DESIGN WEATNERIN(2 LINE TERMITE DECAY DESIGN UNDERLAYMENT Allowable sidewall lengths provided ~n tsble 3 14 shall be permitted to be increased when NAIL NAIL ' LOAD {MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (wrgin) soil. (MIN. SOIL STRENGTH AT 2000psi) interior shearwalls are used. Sheathing and connections shall be in accordance wgh JOINT DESCRIPTION QTY. SPACING NOTES : 2gLBS. 11g B SEVERE 3FT. MODERATE SLIGHTTO 11 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: 4 - 8d COMMON PER TOE TO HEAVY MODERATE concreteormasonrywallsoccudnginexteriororunheatedinter,orareas. 8).CONNECT~ONSAROUNDEXTERIORWALLOPENINGS: SILL, TOP PLATE OR GIRDER JOIST NA,L ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - 8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE be4)' installedAny new withc°ncreteff4 re-bar,Wails 1beings" ~ongattachedat 12" D.c..t° existinguse approvedC°ncreteepoxyStructurefor installation.Shall 3.5.with table 3.5. Window sill plates shall be have steel connectors ~n accordance with table BLOCKINGTO JOIST EAcHEND TOENAIL SHEATHING LOCATION AT PANEL EDGES SDPPORTS iN THE PANEL FIELD NOTES 5). Unless otherwise noted, all slabs on grade to be 3500 p.s./.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 6" D.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY:EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" D.C. SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density wgh Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMON BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6" maximum lifts ($ayers). anchored on top of the beam or slope connectors shall be atta~ched to each railer-to-ridge SILL OR TOP PLATE along the open ceiling part of the building. Connections to the ~idge and walt shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS gd COMMON @ 4" O.C I 8d COMMON @ 4" D.C. SEE NOTES: f ,3 6). Crawl spaces to be provided with a minimum f 8"x24" access opening. Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL L N CT E S 8xl 6 cast iron foundation vent for every 150 sq. ft. of area. PER TOE 7).Dampproofextedoroffoundatio, wgh bguminouscoatthgasper DECK AND COVERED PORCH NOTES: JOlSTON LEDGERTo BEAM 3-SdCOMMON JOIST NAIL THESE ,OTESARE ONLYTOBE REFERREDTOIFMENTIONEDIN SCHEDULE NOTES ONLY. PER END N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing matedal to be #1 ACQ pressure treated lumber. BAND JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the below grade pod/on of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvin[zed or stainlese steel. TO JOIST BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as per town and N.Y.S. Residential Construction Code. Girders2)' GirderSon concretef°r deck joiStSpiers tOshallbe beb°ltedanchoredt° eaChwithPOStproperWith washerSsteel Connectorsand nutS.anchored SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to rafter / truss frammg members with G>0.4fl. LL~ F RAM I N G N CT E S into concrete with a minimum 1/2" die x 7" long anchor bolt with washem and n uts. RD O F S H EAT H I N G: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches D.C. NAIL NAIL~ O 1). All flaming techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a t 2"xl 2"xl 2" thick concrete footing. JOINT DESCRIPTION QTY. SPACING 3). Tabulated 4 inch D.C. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum ti2" die x 7" long anchor bctt with washers and nuts. Footings Shall be 3 th frammg members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches D.c. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 2). Un,ess otherwise noted, a, framing and structura wood mataria to be #2 + BTR. WFCM- SBC WALL S H EATHIN G REQUIRE MENTS FOR WIN D LOADS: Douglas Fir. 4), Deck joists to have blocking at 8'0 D.C.. C E IL IN G S H EAT H IN G:/SHEATHING LOCATIONATNAILpANELSPACINGEDGES NAILsuPPORTsSPACINGiN ATTHEINTERMEDIATEpANEL FIELD NOTES 3). Floors, wails, ceilings and rafters to be spaced ait 6 inches D.C. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE fid COMMON @ 6" D.C. 8d COMMON @ t 2" D.C. SEE NOTES: t, 3 ( BOTH FIELDS) 7" D.C. EDGE NOTE: 2 FOR PANEL FIELD where needed. GYPSUM 5d COOLERS 10" D.C. FIELD! INTERIOR ZONE §d COMMON @ 6" D.C. 8d COMMON @ t2" D.C. SEE NOTE: 3 4). Unless olherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. F~r. WALLBOARD Bearing wall headem to have (2) jack studs and (2) full length studs on each side of all 6), Concrete piers shall be a minimum 6" above grade. openings, LVL headers to have (3) jack studs and (2)full length studs on each side of WALL S H EAT H ING:N OTE:S openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to g~rder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable, QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1 ). For wall sheathing within 4 feet of the comers, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvin/zed hangers and ~ PANELS WFCM - SBC be used. anchors where applicable to all connecting joists,P L U M BI N G N O T E S7/t 6" OSB 3" o.c. EDGE I 6d COMMON 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLY~NOOD 6" D.C. FIELD Floors to have ceramic file insts[led shall be verified for proper load capacity uctess noted Construction Code. GYPSUM 5d COOLERS 7" D.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches D.c. WALLBOARD 10" O.C. FIELD 3). For exterior panel siding, galvin/zed box nails shah be permitted to be substituted for common nails. on plans. 2). Verify septic system with the Engineer far Suffolk County Health Department approval. F LDO R S HEATH I N G: NOTE: 7). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists NAIL NAIL 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY under all bearing wa~Js, provide adequate bracing and plates to protect and secure the structure. Verify with the QTY, SPACING 8). Provide insulation baffles at eave vents be[ween rafters. Install draft blocking as state code and manufacture's recommendation for maximum Ihole size and spacing permitted STRUCTURAL PANELE 8d COMMON 6" O~C. EDGEEXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES t. OR LESS 12'1 D.C. FIELD t). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Unless otherwise noted, all roofs and wails to have a minimum 1/2" thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTE S: 2). USE SIMPSON HANGERS AND ANCHORS V~ITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. , 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers, requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor 2). HVAC subcontractor is to tully coordmate all system data a nd requirements with the MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCK~NG REQUIRED adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) equipment supplier, and to form an effective fire barrier between stories, and between a top story and the roof space. over subfioor as per manufacture's instructions 1). Nailing requirements are based on wall sheathing 11). AIl bathroom walls ta have t/2" thick moisture-resistant sheetrock. Garage walls and 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame cons~ucbon in the following locations. ceilings and over furnace to have 5~8" thick type-x sheetrock. All other pads of building Contractor and owner for final review and approval is nailed 3" on-center at the panel edge to obtain higher shear capacities, naihng requirements for structural 1). In concealed spaces of stud walls and partitions, ~ncluding furred spaces, at the ceihng and floor to have regular l/2" shestrock. AII walls to be taped and finished.ELECTRICAL NOTES:members shall be doubled, or alternate connectors, levels. Concealed borizontal furred spaces shall also be fireblocked at mtervals not exceeding 10 DRAWN BY: MH such as shear plates, shall be used to maintain Icad path. feet. BaL~s or blankets of mineral or glass fiber shaOl be allowed as fireblocking in walls constructed 12). All roof with a pitch less than 4:12 shall be installed wflh an Ice & Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Consl~ruction Code. using parallel rows of studs or staggered studs. approved equal. Flat roofs shall be applied with a F~borglas base sheet with an EPDM 2). When wall sheathing is continuous over connected March 23, 2011 torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to be reduced to1 - 16d nail per foot. drop ceilings and cove ceilings, 1'-0" 13). All sill plates and wood in contact with concrete to be pressure treated. Sdl plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 SCALE: 1/4" = be installed with a foam sill gasket and cop-r-tax termite shield or approved equal, of N.Y.S. Residential Construction Code. 3). In concealed spaces between staft stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Residential Code. 4). At openings around vents, p,pes and duc~s at ceiling and floor level, to resist the free passage of · S H E ET N O: OCCUPANCY CLA551FICATION R3 RESIDENTIAL E~UJLDIN~ USE RESIDENTIAL DWELLING ESUILDING HEIGHT TOTAL ~. FT. OF CONSTRLJCTION PLANS NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAiL TO TOP PLATE 10'WALL: 4-8d COMMOfi JOIST CEILING JO]ST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAiL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END 2- 16d COMMON TO RAFTER END NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERIN(~ LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 11 NONE 20 LBS. 1 f 0 B SEVERE 3 FT. TO HEAVY MODERATE NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING TOP PLATE TO PER FACE NAIL 2 - 16d COMMON TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE 4 - 16d COMMON INTERSECTIONS EA. SiDE NAiL STUD TO 24" FACE STUD 2 - 16d COMMON D.C. NAIL HEADER TO 16 D.C. FACE 16d COMMON HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIS'I 2 - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS tN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 6" D.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON @ 12" D.C. SEE NOTES: 1 ( BOTH FIELD5 NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS gd COMMON @ 4" O.C 8d COMMON @ 4" D.C. SEE NOTES: 1,3 NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING JOIST TO: PER TOE 4 - 8d COMMON SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE 2 - 8d COMMON TO JOIST END NAIL BLOCKING EACH TOE 2 - 8d COMMON TO JOIST END NAIL BLOCKING TO: 3 - 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP EACH FACE 3 - 16d COMMON TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: PER TOE NAIL 2 - 16d COMMON SILL OR TOP PLATE FOOT SEE NOTE: 1 flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3.9 8d COMMON PANELS WFCM - SBC 7/16" OSB 6d COMMON 3" D.C. EDGE PLY~NOOD 6" D.C. FIELD GYPSUM 5d COOLERS 7" D.C. EDGE WALLBOARD 10" O.C. FIELD