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HomeMy WebLinkAbout33436-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34168 Date: 01/19/10 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of property: 840 MANOR HILL LA (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 108 Block 3 Subdivision Filed Map No. __ Lot No. __ CUTCHOGUE (HAMLET) Lot 13.11 conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 10, 2007 purs,,~-t to which Building Permit No. 33436-Z dated OCTOBER 2, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING COVERED ENTRY, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JAMES C & MICHELE DEVITO (OWNER) of the aforesaid building. S~FOLK CO[~N~Y"fDEPAR~I~ENTOF HF~LTHAPPROV]%L N/A ELBurKICAL c~KTIFICATE NO. 08-1725 09/16/09 PLUMBERS Cm('rIFICATION DA'x'd3 09/30/09 BAY BELL PLUMBING & HEAT Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ~ This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of atl buildings, preperty lines, streets, and unnsual 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 2110 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. 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: t. 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 t. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25,00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building ~ $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Date. /O -- // ~ 0 7 // Old or Pre-existing Building: (check one) House No. Street Hamlet Owner or Owners of Property: :~J~4/~ 67_~ Q~, Suffolk County Tax Map No 1000, Section /<9 ~ Block ~-~ Lot //~ t/// Subdivision Lot: PermitNo. ,_~,~ 2_. DateofPermit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ ~- ~ Filed Map. Applicant: Underwriters Approval: Final Certificate: (check one) ~/ Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33436 Z Date OCTOBER 2, 2007 Permission is hereby granted to: for : JAMES & MICHELE DEVITO 309 ROYAL AVE. RIVERHEAD,,NY 11901 ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 840 MANOR HILL LA County Tax Map No. 473889 Section 108 Block 0003 pursuant to application dated SEPTEMBER 10, 2007 and approved by the Building Inspector to expire on APRIL 2, 2009. Fee $ 1,472.80 CUTCHOGUE Lot No. 013.011 ORIGINAL Rev. 5/8/02 Town Hall, $3095 IvJ[~.im Ro~d P.O Box 1179 $ou. thold, N~w Yo~k 11971-0959 Telephone (63 I') ?65 - 180'. OCT ] 2OO9 BLDG. OEPT. TOWN OF SOUTHOLO BUILDING DEPARTME~ [' TOWN OF SOUTHO] ~D CERTIFICATIO ~ Buildi]ng Permit No. ~ 5 q 5 (Plebe print) (Please print) I certify that the solder used in the water supply ss~t~ ~ contains less than 2/10 of 1% lead. Sworn to before me this ..~ (Plumbers Signature) Electrical Inspectors, Inc. 308 East Meadow Avenue East Meadow. NY 11554 Office: (516) 794-0400 (631)396-7474 Fax: (516) 794-5854 Website: www.electricalinspectors.com Emil: in fo~electricalinspectors.com Mail To: Ron Fetter Electric, LLC. Ronald Fetter 210 Royal Avenue Flanders, NY 11901 License#: 40968-ME CertificateNumber: 08-1725 Municipality: Southold. Town Of Inspector: 124 Issue Date: 9/16/2009 A /t Property Address: I I Devito ~] 840 Manor Hill Lan~.,.,,'"'~ Cutch°gue,~ ELECTRICAL APPR O VAL f_ ER TIFICA TE AREAS LISTED BELOW ARE APPR~~Y INSPECTION AND FOUND TO BE IN COMPLIANCE WlTfitl T~/ATIONAL ELECTRIC CODE No visual defects were found for the electrical inspection pro,deck No obv~ unsatisfactory conditions were found in the areas herein below only. '~ 7 Residential inspection Basement: Storage Room 1st Floor: Bathroom, Dining Master Bathroom. Master Bedroom 2nd Floor: Office 41- Duplex Receptacles. 1- Oven. l- Cool: Top. 1- Dishwasher. 2 2- Exhaust Fans, 2- AIC Condensors ,~larm. 3- Smoke Detectors, 31- Switches, 6- Incandescent Fixtures, 12- Wall Sconces, l O0~tmp Single Rough 3/27/08 Final 9115/09 RichardM Bivone President Philip F. Goehfing Chief Elec~cal Inspector I~alid unless signed by an uthorized EII Agent TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~ FOUNDATION 1ST [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRAllON [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION X FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. ~ :OI~MUNINDGAT~TNRA2p~N IDN~ [[]] IFiNNSAULLATION [ ] FIREPLACE & cHIMNEY [ ]FIRE SAFETY INSPECTION ~ I/ [ ] FIRE RESISTANT ~C~I~R~I~ [ ]FIRE RESISTANT PENETRATION ~ REMARKS: (~/~/~ ~,'~ '~ ~ /DATE /) ~/~, 7 INSPECTOR TOWN OF $OUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION h~ FRAMING ~TRAPPINC~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT COIiSTIIUCTION[ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ~"J'~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION .~~ST~NG [ ] 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 [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ,~']'FIRE RESISTANT PENETRATION REMARK~~~:7~__~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ~ INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS:__ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION INSPECTION [ ] ROUGH PLBG. J~ INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI(I' FE#~,.ATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTI0N [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~/"-.~o - a ~ INSPECTOR HUNTER CO., INC. 1171 EAST MAIN STREET RIVERHEAD, NEW YORK 11901 (631) 369-8181 April 25,2008 Southold Building Department Mr. James DeVito 840 Manorhill Lane Cutchogue, NY 11935 Permit # 3343& Gentleman, Please be advised that the above residence was insulated by J.P. Hunter Co., Inc. to meet or exceed the New York State Building Code. Any questions please call our office. T~ank you, ,.~ ./~/ ~/'~/James P. Hunter president THOMAS VULPIS JR. ARCHITECT, P.C. 7 CRYSTAL BROOK HOLLOW ROAD PORT JEFFERSON, NEW YORK 11777 Phone: (63t)466-8358, Fax: (631) 828-8666 Email: tvulpisC~optonline.net CONSULTANT Architectural Services, Autocad, Expediting Services December16,2009 Town of Southold P,O. Box 1179 Southold, N.Y. 11971 Att: Damon Rallis Re: DeVito Residence 840 Manor Hill Lane Cutchogue, N.Y. 11935 As requested by the homeowner I am writing this letter to clarify the roof venting issue. The roof is vented with 2' dia. venting plugs with insect screening. This will allow positive venting to the ridge vent at each bay. Should you have any further questions do not hesitate to call. Very truly yours, Thomas Vulpis Jr. Architect, P.C. JAN II 2010 BLDG. DEPT. TOWN OF SOUTHOLD Cc: Jim DeVito - Homeowner FIELD INSPECTION REPORT I DATE I COMM]ZNTS FOUNDATION (1ST) ..................................... ~t)d,,~ ,'7 ~,-~ ~ o~ ROUG~ ~G & ~ ~ - ~DI~ON~ CO~S TOWN OF SOUTHOLD BUILDiNG PERMIT APPLICATION CHECKLIST BUILDINg DE'][:'ARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765~9502 Survey_ www. northfork.net/Southold/ PERMIT NO. ~.~q ,B (--) ~,, Check Septic Form _ N.Y.S.D.E,C. Trustees Examined /~ ,20 ~ Contact: Approved //~'//~___~.~, 20~' Mail to: Expiration 20__ i ..... ~=~,. 77. [ INSTRUCTIONS Date a. ~is application MUST be completely filled ~ by t~ew~ter or in i~ ~d submitted to the BuildNg Nspector with 4 sets of plus, aoomte plot pl~ to scal~. F~e aooor~ng to schedule. b. Plot pl~ showing location of lo1 ~d of buil~ngs on premises, relationship to adjoining promises or public streets or ~eas, ~d wate~ays. o. The work covered by this application may not be commenced before issu~oe of Building Pe~it. d. Upon approval of this application, the Building Nspector will issu~ a Building Pe~it to th~ applicant. Suoh a pe~it shall be kept on the premises available for inspection ~oughout the work. ~. No building shall be occupied or used in whole or in p~ for ~y p~ose what so ~ver ~til the Building Nspeetor issues a Ce~ifioate of Occupancy. f. Eve~ building p~it shall expire if the work autho~z~d 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 re~lations affecting the prope~y have been enacted in the integra, the Building Nspeotor may autho~z~, in writing, the extension of the p~it for addition six months. Thereafter, a new pe~it shall be requ~ed. ~PLICATION IS HE,BY M~E to the Building D~pa~ment for th~ issuance of a Building Pe~it pursuant to the Building Zone Ordinano~ of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or R~gulations, for the const~ction of buildings, additions, or alterations or for removal or d~molition as heroin deso~b~d. The applicant a~ees to comply with all applicable laws, ordinances, building code, housing code, and re~lations, and :o admit autho~zcd inspectors on promises ~d in building for necessa~ inspections. (Signature of applicant or name, ifa corporation) (M~iling address of applicant) - State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises "~OO(heg ~ ITh ¢heie (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. Loca~tigp o_f land on which propos, edcwork will be done: House Number Street - County Tax Map No. 1000 Section /09 Block ,3 Subdivision Filed Map No. {Name) Lot /5, // State existing use and occupancy of premises and,i~ntended use anal occupancy of proposed a. Existing use and occupancy _ff~(~P[/~ f¥'2 -- ~2(1~ b. Intended use and occupancy ki~)~ ~,ffX')~-- kCg/fl/~- 3. Nature of work (check which applicable): New Building Repair Removal Demolition constnf4ion;. 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition V'" Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each flogr If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear /_~(~ I Height Number of Stories Dimensions of same structure with alterations or additions: Front /' Depth =~ 3 .t.p Height_ Number of Stories 8. Dimensions of entire new construction: Front Height 9. Size of lot: Front 10. Date ofeurchase 0 [~ ICI [ 3'~ Name of Former Owner 11. Zone or use district in which premises are situated Depth ~ / Number of Stories Rear 5& Rear _Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES~NO Will exc, ess fill be remg.v,c4t from vremises? YES X NO 14. Names of Owner of ,remises t~ ,'~ Address C] ~tS~-~ Name of Architec~?h(D/Th~ ~} ct IPi S_-~(~ Address~t~S~/ Name of Contractor ~ ~ ~ ~ ~ Address Phone No. 15 a. Is this prepay within I00 feet of a tidal wetl~d or a ~eshwater wetland? *YES~NO * IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this propeay within 300 feet of a tidal wetl~d? * YES ~ NO~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY O F-~0 (~'~/~S)S: --~ ~r¥~ ~ ~','~ o being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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. Sworn to before me this dr. CONSULTANT THOMAS VULPIS JR. ARCHITECT, P.C. 7 CRYSTAL BROOK HOLLOW ROAD PORT JEFFERSON, NEW YORK 11777 (631) 476-0596,PhonelFax: (631) 476-0696 Cell: (631) 466-8368 Email: tvulpis~optonline.net Architectural Services, Autocad, Expediting Services Mamh 31, 2008 Town of Southold P.O. Box 1179 Southold, N.Y. 11971 Att: Damon Rallis Re: DeVito Residence 840 Manor Hill Lane Cutchogue, N.Y, 11935 Damon, As requested by the homeowner I have attached this letter for the file to cladf,/the ceiling height in the second floor living space. The ceiling height of the second floor is 8'-0". Should you have any further questions do not hesitate to call. Very truly yours, Thomas Vulpis Jr. Architect, P.C. Cc: Jim DeVito - Homeowner 2 REScheck Software Version 4.1.0 Compliance Certificate Project Title: DeVito Residence Report Date: 09/05/07 Data filename: C:\Documents and Settings\Mom\My Documents\Toms StuffiDeVito.rck Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 22% 5750 Construction Site: 840 Manor Hill Lane Cutchogue, NY 11935 Owner/Agent: James DeVito 840 Manor Hill Lane Cutchogue, NY 11935 Designer/Contractor: Thomas Vulpis Jr, Amhitect, P.C. 7 Crystal Brook Hollow Road Port Jefferson, NY 11777 Maximum UA: 367 Your Home UA: 327 = 10.9% Better Than Code Ceiling 2: Cathedral Ceiling (no attic) 2016 30.0 0.0 69 Wall 1: Wood Frame, 16" o.c. 1640 19.0 0.0 77 Window 1: Wood Frame:Double Pane with Low-E 271 0.320 87 Door 1: Glass 84 0.320 27 Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space 2016 30.0 0.0 67 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New york State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifica[ions are in compliance with this Code. Name - Title Signature Da{e "/ REScheck Software Version 4.1.1 Compliance Certificate Project Title: DeVito Residence Report Date: 01/03/08 Data filename: C:~Documents and Setltogs~Mom\My Documents\Toms StufflDeVito.mk Energy Code: Loca6on: Constmc~on Typo: HeaUng Type: Non-Electric Glazing Ama Percentage: 22% Heating Degree Days: 5750 Construction Site: 840 Manor Hill Lane Cutchogue, NY 11935 New York State Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Owner/Agent: James DeVito 840 Manor Hill Lane Cutchogue, NY 11935 Designer/Contractor. Thomas Vulpls Jr, Architect, P.C. 7 Cn/stal Brook Hollow Road Port Jefferson, NY 11777 Compliance: t0.9% Better Than Code Maximum UA: 367 Your UA: 327 Ceiling 2: Cathedral Ceiling (no alfic) Wall 1: Wood Frame, 16" o.c. Wtodow 1: Wood Frame:Double Pane with Low-E Door 1: Glass Floor 1: All-Woed JoisUTmss:Over Unconditioned Space 2016 30.0 0.0 69 1640 19.0 0.0 77 271 0.320 87 84 0,320 27 2016 30.0 0.0 67 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted wi~ this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Cons~ucfion Code requirements, When a Registered Design Professional has stamped and signed this page, they are at. sting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code., Project Title: DeVito Residence Page 1 of 1 GENERAL CONSTRUCTION NOTES I. ALL WO~i~, SHALL CONFORJ"1 TO THE 2002 f~ESIDENTIAL CODE OF NE~ TO~ STATE, LOCAL ~U~E~IN~, ZONIN~ AND THE NE~ ON THE PLAN5 O~ NOT, 2. T~E ~EFERENCE CTAND~ THAT ~A8 ~TILLIZE~ IN THE OR NOT. 6CALE~ ~RIF~ ALL DIMENSION~, EXISTIN~ O~ NE~ ~NO ~E ~5PO~5I~LE FO~ FIELD Fit. ~. ALL ELECT~fCAL AN~ PL~M~ING ~HA~L COH~O~ TO AP~RO~D ~ T~E ~o~lN~ ~EN¢IES. ~ENE~L MATERIALS, ~ESI~NS, ETC. · lTN A ~INI~M BEA~IN~ CAp~CIT% ¢ I-TON PER 5QU~ ~OOT. COMPRES~I~ 5T~NGTH AT 2~ DAT~ ~ 3~ PSI, EXCEPT PSI (R4~2,2] CONC~TE 5HALL CONFO~ TO THE LATEST ~. JOIST AN~ ~APTER ~IN~ LUMBE~ 5HALL ~E DO~-FIR ~. ~ASE~ENT ~lTN HAbITAbLE 5PACE ~ND E~RT ~LEEPING ESCAmE AS FOLLOW: MINIMUM NET CLEAR OPENING ~ 6QUARE FEET, EXCEPT ~DE FLOO~ OPENI~ TO BE MINIMUM NET CLEAR OPENIN~ ~ 5.~ 5~UA~ FEET. MAXIMUM ~ILL HEIGHT TO BE 44 iNCHES ~O~ FLOOR. ~l~l~U~ NET CLEAR OPENING I~, NO ~AC~ILL ~NALL ~E PLACE~ ~AINST THE FOUNDATION · ALL~ UNTIL fIRST FLOOR PRAMIN~ 61 IN PLACE OR FOUNDATI~ ~HI~L~OOL~, DOUBLE F~AME A~O~ND ALL OPENiNG~ IN IZ METAL FL~SMING 5H~LL ~E pROVIDE~ ~HERE CONCRETE ~UTT~ ~OOD, AN~ EHE~E ~EC~ A~UTT HOUSE F~AMING. ~4. ALL HAbITabLE ~oO~5 ~HALL ~E P~OMIDE~ ~ITH ~G~GATE ~LAZIN~ OF A MINIMUM ~ ~ OF THE FLOOR A~E~ ~ THAT ~OOM. THE MINIMUM OPEN~LE A~A 5HALL ~E PROMIOED ~T A MINIMUM ~ 15. ALL DOOR AND ~INOO~ HEA~ER5 To ~E 2-2xI2 OTHE~I~E NOTED. I~, ~NT D~E~ TO EXTE~[O~ AND ~ATN~O~ ~NALL NAVE MECHANICAL ~NTILATION ~HERE NO DINDO~ 15 ~OVIDED ON 6E~A~TE 5~TGW. TO ~E 4" (iNCHES) MAXIMUM, WANP~AI~ A~E ~QUI~D ON TNB ~ELLIN~, INCLU~IN~ ~ABEMENT ~ND CELLARS. 5WALL ~E INTERCONNECTED AND NA~P~I~D TO A CO~ERCIAL 50~E. ~HENE~R AN ALTERATION, ADDITION CON~ION 15 MA~E To AN EXi~TIN~ ~61DENCE, THE 5M~E DETECTION 5~STE~ ~ THE ENTI~E ~E~IDENCE ~U~T ~E B~WT ~P TO ~O~E, NA~D AND INTErCONNECTEd, TABLE R301.2J2 LUIND-tSORNE DEBRIS PROTECTION FASTENIN~ SCHEDULE FOR WOOD 5TRUCTBRAL PANEL5 ~=~4 FASTENER 5pAC~N~ FASTENE~ panel ~an 4 foot ~ foot TYPE ~ 4 root <panel ~pan <pan~[ span ~ roo~ ~8 root 2 I~" % I~" I~'~ T~ 2 1/2" ~ ~" I~" 12" IS, THE ARCITECT SHALL NOT ESE IN CHARGE OR PJESPONSltSLE FOR THE CONSTRUCTION pHASE OF THIS PROJECT, AND FOR INTERPRETING THE CONSTRUCTION P~FO~E~. THE A~CHITECT 5HALL NOT WA~ CONTROL OVE~ ¢ CNA~E ~ AND 5HALL NOT ~E ~SPONSfBLE FOR THE CONSTRUCTION ~EANS, ~ETHODS, TECHNIQUES, AND 5EGUENCE5 · ITHIN NU~RICANE p~ONE ~fON5 ~[TNIN ONE HILE OF THE COASTAL MEAN HIGH WATER LINE 5HALL ~EET THE ~E~dI~EMENT5 OF THE AS~ E 155~ AND ~ ASTM E 1~8~ ~FE~NCED THEREIN. (~¢L2.1~) a. EXCEPTION: WOOD 5T~CT~AL pANEL6 WITH A M~NIMUM THIC~ES5 ~ ~/1~ iNCH ~E PE~ITTED FO~ O~ENfNG P~OTECTION. PANEL5 5HALL ~E P~ECUT TO COvE~ T~E ~LAZED OpENIN~5 ~[T~ ATTACHMENT WA~WA~E PROVIDE~. ~TTACHMENT SHALL FOLLOWS* TABLE FAaTENER PANEL 6PAN PANEL 5P~N pANEL 5PAN TYPE gE55 THAN t LES5 THAN / LES5 THAN EQU~L TO 4 For 51 I INCH -- 25.4 hlhl. I FOOT = 504.¢ MM. I POUND = 0.454 Kd=. I MILE PER HOUR = I,&O':J K,M/H a. This [able I~ ba~ed on I1~ mph ~n~ ~peeds and a 53-root mean roof hel~hL b. Fa~[e~er~ ~1~ be in~alled a~ oppl~i[e end~ or [h~ ~ood ~[ructural ~anel. c. Nalb ~11 ~e I~d c~mon or 12~ b~x naH~. . THIS TAISLE IS E~ASED CNA MAXIMUM WIND SPEED (G-SECOND GUST) OF [30 MPH ANS A 33-FOOT MEAN ROOF HEIGHT , FAaTENE~6 SHALL BE INSTALLED AT O~051NG EN~ ~ THE * WHERE 5CREW5 ARE ATTACNE~ TO MASONRTIST~CCO, THEY 5NA~L ~E ATTACHED UTI~iZIN~ VI~TION ~518TANCE ANCHOR5 HAVING A MINIMUM ~LTIM~TE ~ITN~A~ CAPACITY OF A~ ~ THE HO~EO~E~ 15 ~ESPONSIBLE Fo~ ATTAGHTN~ THE pLYWOOD PANEL5 TO THE ~iNDO~5 AND DOO~5 DU~IN~ A 5TO~. 21. DESIGN LOAD INFO~ATION: a, ~OUND 5NO~ LOAD: 4~ ~. ROO~50THE~ T~AN SLEEPING: LL=4~ P~ AND DL=%~ ~ =. 5LEEPI~ ~Oo~5: LL=3~ PSF AND DL=I~ PSF ~. ROOF: LL= 3~ PSF AND DL=I~ PSF ~. G~ARDR~IL5 AN~ HANDRAILS: LL=2~ PLF h. ATTIC ~ITNOUT 5TORTE: LL=I~ P~ AND ~L=I~ PSF L ATTIC ~[TN STORAGE: LL=2~P~ AN~ DL=I~ P~ j. SEISMIC ~ESIGN CATEGORY C ENE~T NOTE~ ~. THE A~CHITECT ~JIpIE~ THAT TO THE ~EST OF H~5 ~NOWLED~, ~ELIEF ~N~ p~E~SfONAL JU~EMENT, THE ~R~W{N~5 A~ IN CO~pLIAN~GE TO THE ~Esc~ck ~po~T FOR THE NEW TO~ STATE ENEMY CONSErVAtION CONSTRUCTION CO~E EFFECT[~ JULT 3, 2~2. 2, ALL HVAC SYSTEM5 5WALL MEET THE NY5 ENEMY CODE. IT 5H~LL ~E THE ~SpONSI~ILITT OF THE GENERAL CONT~CTO~ TO 5U~IT T~E DESIGN AN~ D~A~ING5 OF TNB ~ECNANICAL SYSTEM5 5TA~PED AND 5EA~E~ p~OFE5510NAL ENG~NEE~ IF ~UIRE~ ~T THE O~E~ O~ ~UILDI~ DEPARTMENT. 3. ALL GLA88 TO ~E DOUBLE INSULATE~ WITH LOW-E GLAZIN~ AN~ A U FACTOr= 3~ MAXIMUM. 4. ALL EXTERIOR DODge ('INCL. ~ASEMENT) TO ~E iN,alLAYED ~lT~ A U-.35 MAXIMUM AND TNETU 5HALL ~E ~EATNE~-ST~I~PE~-SELF CLOSIN~ AND TABLE B:12 4.12 5:12 'hI2 d. LL~re EcrewE Ere attached to maeonr~ or maBonr~/~tucco, tl~ Ehall be attached utlllzln~ vlbratlon-reBlBtanL anchor8 havln~ a minimum ultimate ,,,Ithdrawal capacIt~ of 4cJO pounds. TABLE ~1,2.L2 WIND-BO~E DEBRIS PROTECTION FASTENIN~ J SCHEDULE FOR WOOD 5TRUCTU~L PANEL~~ , ~ 3 s~cond ~u~t For ~1 I mll~ p~r hour: I,~ZS ~a a. Linear interpolation 5NOW LOAD 50 10 per FOR 8, I INCH · 2E,4MM, I FOOT · 304Ji~"f~, I pOUND PER S~A~ FOOT · a. ~d ~OX NAIL5 5~ALL BE PE~I~D TO BE 5DESTITUTED ~R I&d CO~ON NAIL& ~. NAILI~ ~l~T~ 5H~L BE ~ITTED TO ~ ~DUCED 2b ~CENT CLINCNE~. c. ~EL JOl~T ~ECTION5 A~ NOT EE~I~D ~EN THE RI~E ~5 ~P~TE ~T A LOAD ~EAEI~ ~ALL, HEADER OR RID~ BEAN. d. ~EN INTE~DIATE 8~ ~ THE ~ER 15 ~VIDED BY ~RTIICAL 5~T8 OR TO A LOAD ~ARI~ ~ALL, THE TABULATED HEEL JOIST CO~cTr~ ~{~l~H~T5 PE~JT~D TO BE RED,CED P~J~ALLT TO THE ~DUCT~ IN ~AN. e. EQUIVALENT NAILI~ PATTE~5 A~ ~I~D FOR CEILI~ JOIST LA~ r. ~EN ~ER T~E5 A~ ~TITUTED ~R CEILI~ JOl~T~, THE HEEL JOpIST ~I~HENT ~L ~E TArN ~ THE TA~LATED HEEL JOIST ~NNEC~ION ~GUI~NT ~-THl~5 ~ THE ACTU~ TABLE R~OL2(I) (RESDENTIAL CODE OF NEW TOUR STATE) CLIMATE AND ~ECGRAPHIC CRITERIA ~ 5~ED DE51~ DEB~ ~Q'D WAz~ LO~ CATE~ ~HP TABLE R3OI.4 (RESIDENTIAL CODE OF NEW YOF"~'- STATE) MINIMUM UNIFO~LY DIETRBUTED LIVE LOAD5 (IN POL~D5 PER 5Q~JA~,E FOOT) E RE55 WINDOW NOTE5 - ANDEF 5©N 4C D 5EFUE5 LJNLE55 OTHEf WISE NOTED WrNDOW5 AND D~R5 PROVIDE EG~GG FROM ALL llyl~ 5PACE5 A5 ~QUI~D BY CODE ~DE FL~ RO~5 5~ 5F. NET CLEAR OPENIN~ 5ECON~ FLOR ROOM5 5.3 5~. NET CLEAR OPENIN5 ALL E~E55 ~INDO~ TO NA~ MINIM~ OPE~BLE ~T ~ 24" OPE~BLE WIDTH ¢ 2¢" TABLE WALL 5 EATFIIN ATTACHMENT REQtJIF EMENT5 FOf WIND LOAD5 FOR EXTERIOR pANEL 51DIN~ ~ALVANIZED ~ CfMMDN NAILS. BI. IILDIN AREA C, AI C, ULATION$ EXISTING FIRST FLOO~ AREA = c~90 EXISTIN~ CELLAR FLOOF~ AREA = EXISTING 5ARAGE FLOOR AREA -- 55b ~15.F. PROPOSED FIRST FLOOR AREA = 2,Zl~ ~.5.F. PROPOSED CELLAR FLOOR AREA = 2,01~ TOTAL LOT AP, EA = 155550 TOTAL LOT COVERAGE -- 23 TABLE 3.1 NAILING SCHEDULE F~<:~:~ FRAMING JOIET TO 8ILL TOFF' pLATE ~ G, If~DER (TOE-NAILED~ eRIDG~ TO JOIET (TOE-bb~ILED) E, LOCJqNG TO JOIST (TDE-t,[AILED) I, NAILI~ ~{;[IIREHENTE AEE E~ABED ~ WALL SHEATHING NAILED &" OC AT THE PANEL E~E IF PALL 5BEATNINd~ 18 NAILED 3" <:)~, AT THE p,~REL BDGE TO OE~TAIN NI~RER SNEAR CAPy~:;InE~, NAILING~ R~:DUIRENENT8 FOf~ 8T~JCTLJp, AL APPROVED AS NOTED NOTIFY BUILDING' DLP-;~MENT AT /BS-IE02 8AM TO 4PM FOR THE ~LLOW~NG INSPECTIONS: 1, FOUNDATION - TWO FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3, ~NSULATION 4. F/HAL - COtJOTRUCTION' MUST BE COMPLE1E FOR C Or ALL CONST}~UCTJON SHALL MEET TRE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OFf CORSTRUCTION ERRORS. COMPLY W!TH ALL CODES OF NEW YORK STARE & TOWN CODES AS REQUIRED AND COND!TIONS OF! ~ .~~. BOUTHOLD TOWN Z~A $OUTHOLD TOYYN PLAh/NING BOARD SOL,THOLD TOWN T~USTEB "/~t~ NYS DE0 OCCUPANCYOR USEIS UNLAWFUL WlTHOUTCERTIRCATE OFOCCUPANCY PLUMBING ALL PLUMBING WASTE &WATER LINES NE£D TESTING BEFORE COVERING CERTIFICATION OF NAILING & CONNECTIONS REQU RED; RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 ...... OF THE TOWN CODE. PLUMBER CERT/RCATION' ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCy SOLDER USED IIV [4/~ ~'=~ ~PL Y SYSTEM CANNOT' EXCEED 2/10 OF 1% LEA,D~ N &3 4¢' 4~D" E 444.43' ~ ~ 4~' 4~' ~ 444.4~' Phone, Fax, (631) 476-0596 Email, tvulpiseoptonline.net ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. DO NOT PROCEED ~WvIT~ Project: Proposed DeVito Residence 840 Manor Hill Lane Cutchogue, NY 11935 Addenda / Revisions: Date: September 5, 2007 Scale: AS-NOTED Drawn By: TLV Checked By: TLV Drawing Title: SITE-PLAN GENERAL-NOTES Drawing Number; A-! DE?AIl. "D ~+ DETAIl. "C "IDE¥CND ~00~ ~" ~YP~M DRY~ALL, E- ELO~RJOfSTS, SEE ~" GYp~UMDRYWALL,.-- COAT6 5pADKLE4ND TAF~ ~,, ~ypSJMDRY~AL~, COATS~PAD~4.EA~[D TAPE Di?AI~. "G" DE?AlE "~ I, 5EYOND SPEC, pL~OOD DETAIL "N" SC&LIB: 3/4" = I"~" I I -TO~ ~EATI -TO ~?~O CONNie-?ION A-T 5AB~.i ~Ah~- ~ 18," O.C. IBA,%E p EA, END DBL. TOP p GAL¥. V~TAL TIE.~O~4 MIN. 3" ~ MODEL 'BP' ~ WALL ~IJD6 TO ALIGN PLATE Port Jefferson N.Y. 11777 Phone, (6~ Fax, (631) 476-0596 Email, tvulpiseoptonline.net Project: Proposed DeVito Residence 840 Manor Hill Lane Cutchogue, NY 11935 Addenda / Revisions: Number Da~e Date: September 5, 2007 Scale: AS-NOTED Drawn By: TLV Checked By: TLV Drawing Title: STRAPPING-DETAILS Drawing Number: A I-A CC~[TRACTOE TO TIE ~ M~'tt EC~F ~T5 T~ETHER li~Er'C~i~ EXITI~ M N M ZE ROOF ~NETRAT ~XISTIN~ GARAGE WI"IO 5/4I' EXISTING, CELLAR F- - -] I- - -I I 0--I ..... I I- - _1 I- - _1 EXISTING CELLA~ I I/4" x 20 G~E STEEL 5TRAP ~/(1) ~ COMMON NAILS ANCHORED INTO EACH WA~L 5TU[ 5LOPE ~ADE ~OUN~ATION DAMP f=ROOF FOUNDATION WALL 2"1 INSULATION SEE E~UILDI~ SECTION FOR CONTINUATION OF WALL x & AC~ [~OOD BOTTOM 5ILL PLATE5 FII~ERGLA55 5ILL SEALER COPPER TEfi~IlTE SHIELD (2) * ~ ROD5 CONTINUOUS I/2"e X 12" ANCHOR EA)LT5 1~-O'~ IN AT ALL CO~AER5 AND 4e" O.C, MAX. 8" P,C. FOUNDATION WALL 4" P.C, SLAtB ON WELL COMPACTED EARTH 4" COMPACTED BASE (2) # D RODS CONTINUOUS P~RED CONCRETE FOOTI~ pROpOSED CELLAR 8 CONTINIJOU5 ~LOT 5OFPIt VENT~ I I/~" x 20 G~E STEEL 5Tfe. Ap W/('1) ¢d cOilMON NAIL5 ANCHOf~4-'D INTO EACH 5LOPE CPsC, DE A~JA¥ FR~ FOU~ATION VIRGIN EARTH -- (2) 2 x ?,, TREATED UX2OD (¢4¢ BOTT4:~9 SILL PLATE 5ILL SEALER E~I~IlTE 5141ELD ANCHOR ~OLT5 ~"~" IN AT ALL CO~E~ COMPACTED E~ASE 12" P.C, FOUNDATION WALL (2) # 5 RODS CONTINUOUS POURED CONC~TE ~OOTING PB~ C. OD[ I O--~-- L~IL / PROPODED CELLAR V~NTED TO EXTERIO~ 6 e'-4 3/4" POCKET I Thomas Vulpis Jr., R.AJ 7 Crystal Brook Hollow Road Port Jefferson N.Y, 11777 Phone, Fax, (631) 476-0596 Emall, tvulpiseoptonline.net Project: Proposed DeVito Residence 840 Manor Hill Lane Cutchogue, NY 11935 Addenda / Revisions: Number Dale D~scrlpt~on Date: September 5, 2007 Scale: AS-NOTED Drawn By: TLV Checked By: TLV Drawing Title; FOUNDATION-PLAN FOUNDATION-DETAILS Drawing Number: TAD~LE 3.3A RAFTER/CEILING JOIST TO TOP PLATE LATERAL ANP 5WEAR CONNECTION REQUIREMENT5 TABLE 3.~B UPLIFT 5Tt~AP CONNECTION PJEQQUlREMENT5 (ROOF TO BALL, LUALL TO BALL, AND LUALL TO TABLE .%4 RI~E TENSION 5TRAP CONNECTION REQUIREMENT5 FASTEST M,LE IUIND ~F~ED (~) ~E t~ABED ON TOT4¢. UDL. IFT i"11NL~ 2/5 OF TNB P. DOF DEAD ~.OAD Z ~ T~ T~LA~D ~ER ~ ~IL~ ~I~D N E~CH E~ ~ TH~ ~T~P lB E~L TO I ~ THE ~ ~5 A~D IN ~ ~ITH T~BLE ~.1, THE ~1~ 5~ ~ ~DITI~ NAILI~ I~ ~T ~I~D ~. ~ A ~LL~ TIE I~ ~ED N LUE ~ A 5T~P, THE ~R ~ ~ ~ ~IL5 ~I~D IN E~H ~D ~ I TABLE 5.1 RAFTER/CEILING JOIST HEEL JOINT CONNECTION REQ~JIREMENT5 FOR 20 PBF ROOF LIvE LOAD ® TABLE 3.8 ROOF SHEATHING ATTACNHENT REQUIREMENTS FOR LUIND LOADS lEI "l ElF I EI~ r cL. ~×ISTIN~ KITCHEN CONVERTED iNTO BATHROOM CL, CL. EXISTING GAR,~GE EXIBTrN5 FAMILY ROOM CL__~ FR,~IlNG LLr~tE~R ~!/?REX DECKING ,I ALUMINL~I RAILNG0 E×tBTIN~ BEDROOM OONVEI~TED INTO -- OpEN 5pACE II 4' x 4' KITCHEN e · cA~rNET$ COLLAR TIE5 ~ 54FETT COAT CL, I BEDROOM DINING ~OOM ELOPED CEILING ENTR'r FO,TER / \ / \ \ lug (2) TI~OI,~ (2) TPJOI& II Il II · MSti~. BEDROOM LINE OF FLAT CEILING IJ II II 5LOPED CEILIN~ LINDE OF FLAT CEILING (~) 2" X 12" e :" AND FRC*P1E ) CELLAR s Vulp s Jr., 7 Crystal Brook Hollow Road Port Jefferson N.Y. 11777 Phone, (631) 476-0596 Fax, (639 476-0598 Email, t vulpiseoptonline.net Project: Proposed DeVito Residence 840 Manor Hill Lane Cutchogue, NY 11935 Addenda / Revisions: Number Date Description September 5, 2007 iScale: AS-NOTED By: TLV TLV Title: FIRST-FLOOR-PLAN SCHEDULES Number; ' 5 ~" AU?II~UM TRIM - i~Stl ~ TEAR ~ELF 6E~LIk~ ASPHALT ~ SHINGLES, ARCHITECl].J~I- L COJPLER EXISTING f~51DENCE CI~N MOLp~ I I I I s Vulpls Jr., 7 Crystal Brook Hollow Road Port Jefferson N.Y. 11777 Phone, (6~ Fax, (631) 476-0596 Email, tvulpiseoptonline.net Project: Proposed DeVito Residence 840 Manor Hill Lane Cutchogue, NY 11935 Addenda / Revisions: Date: September 5, 2007 Scale: AS-NOTED Drawn By: TLV Checked By: TLV Drawing Title: EXTERIOR-ELEVATIONS Drawing Number: A-4 RIDGE VENT /4" × 14" M~., RIDGE LIvlNC~ ROOM \ / CELl-AB CO~ACTED EAr'TH Fax, (631) 476-0596 Email, t vulpiseoptonline.net Project: Proposed DeVito Residence 840 Manor Hill Lane Cutchogue, NY 11935 Addenda / Revisions: Date: September 5, 2007 Scale: ,&S-NOTED Drawn By: TLV Checked By: TLV Drawing Title: EXTERIOR-ELEVATIONS BUILDING-SECTION Drawing Number: GENER. AL CONSTRUCTION NOTE5 L ALL IJ)DRK, SHALL CONFORM TO THE 2002 RESIDENTIAL CODE OF NEW ¥O1~ STATE, LOCAL ~ILDING, ZONIN~ AND THE NED TO~ ~TATE ENEMY CONSERVATION CONST~CTION CODE. ALL ~N THE PLAN~ O~ NOT. 2. THE ~PE~NCE 5TANDA~ THAT ~A~ UTILLIZED [N THE DE~I~N ~ THE ~T~UCT~ I~ THE A~E~ICAN ~O~T ~ P~PER ~5~OCiATION (AF~PA) ~OD F~HE CONSTRUCTION MAN~AL FOR ONE * T~ FAMILY D~LLIN~5 1~5 Hl~N ~IND EDITION (~-~¢-1152). THIS ~ANU~L 5HALL ~E INCO~PO~TED INTO O~ NOT, 4. THE CONTRACTOR P~IO~ TO 5TA~T OF CONSTRUCTION ~[FT ALL DIMEN6f~5, EXISTING O~ NE~ AN~ ~E ~P~N~I~LE F~R FIEL~ FIT, E. ALL ELECTRICAL AND PLUM~IN~ 5HALL CONFO~ TO ALL APPRO~ ~% THE ~ING ~ENCIE~. ~ENE~L CONTraCTOR 5WALL BE ~pON~I~LE FO~ ALL INSTALLATIONS, MATERIALS, DE~IGNS, ETC, ~, ALL FOOTING5 5HALL BEAR ON YI~IN, BN~ISTB~ED 8OIL · ~TN A MINIMB~ ~EA~ING CApACIT~ ¢ I-TON PER ~B~ FOOT. 1, POBRED IN pLACE CONC~TE 8H~LL HA~ AN BLTIHATE CO~P~5I~ CT~NGTN AT 20 ~A%~ O~ ~ PSI, EXCEPT P~I (R4~2~) C~NC~TE 5N~LL CONF~ TO THE LATEST ACI &. JOIST AND ~AFTE~ F~MING LU~E~ 5HALL ~E DOU~-FI~ ·NEN USED A5 ~TUD5 TO ~515T ~IND LOAD5 F~= I1~1 ~51. 5, ~ASE~ENT DITN HAbITAbLE 5PAGE AND E~T 5LEEPIN~ ~OOM 5HALL HA~ AT LEAST ONE O~ENA~LE 5QUA~E FEET, EXCEPT G~DE FLOOR OPENINGS TO ~E MINIMUM NET CLEAR OPENIN~ OF 5.~ 5~UA~ FEET. MAXIMUM 51EL HEIGHT TO ~E 44 INCHES A~O~ FLOO~ ~[N[~UH NET CLEAR OPENIN~ ~. NO ~C~ILL 5HALL ~E pLACE~ ~AINST THE FOUNDATION FOUNDATION IL DOUBLE JOIST5 ~NDE~ PA~LLEL pA~TITION5 AND UNDE~ ~HI~POOLS. DOUBLE F~ME AROUND ALL OPENING5 IN FLOOR 12. METAL FLASHIN~ ~NALL ~E ~ROvIDED ~NE~ CONC~TE A~UTT5 ~OOD, AN~ ENE~ DEC~ A~UTT HO~¢E F~ING. 13. JOIST5 HAN~E~5 ~UI~ED AT ALL FLUSH STRUCTURE LOA~ ~EARING CONDITIONS. 14. ALL HAbITAbLE ROOM~ ~HALL ~E PRO~IDE~ ~ITH A~ATE ~LAZIN~ ~ A MINIMUM ~ ~% ~ THE ~LOOR ~ THAT ~OOM. T~E MINIMUM OPENA~LE A~A (VENTILATION) ~HALL ~E ~OMIOEO AT A MINIMUM ~ 4%. 1~. ALL OOO~ AND ~INOO~ NEADER~ TO ~E 2-2Xl2 UNLE~ OTHERWISE NOTED, MECHANICAL ~NTILATION ~HE~ NO ~IN~O~ IS P~OViOEO ON ~EPA~TE 6~[TCW. I% ~IL~ ~ ~I~E~ ~HE~ THE ~IFFE~NCE IN G~DE 15,MO~ THAN ~ INCHES AND OPENING5 IN ~WA~IL5 TO ~E 4" (INCHES) ~AXI~U~, HAND,IL5 A~ ~UI~O ON ~TAI~5 ~ITW 20~ ~O~ ~ISER~, ~O~, ~UT~DE ~ EACH 5EPERATE ~LEEPIN~ A~A IN THE I~EDIATE VICINIT~ ~ TNB ~EDROO~ AND ON EAC~ ~T~R~ THE ~ELLIN~, INCL~IN~ ~ASE~ENT ~N~ CELL~R~. 6HALL ~E INTERCONNECTED AND WA~I~D TO A CO~E~IAL 50~CE. ~NENE~ AN ~LTE~TION, AO~ITION CONME~610N 15 MADE TO AN EXI~TIN~ ~IDENCE, THE DETE~TION ~TE~ ~ THE ENTIRE ~E~IDENCE ~UST ~E ~O~T ~P TO CODE, ~A~I~O ~ND INTERCONNECTED. (~%1.1) TABLE R3OI2.[2 WIND-BORNE DEBRIS PROTECTION FASTENIN~ SCHEDULE FOR ~OD STRUCTURAL PANEL5 FASTENER 5PACIN5 FASTENER panel span 4 roo~ ~ root TYPE ~ 4 root ~panel ~pan <panel ~pan ~ root 2 ~/2" "~ ~,~ 12" ~" wd, 2 112" ~ I~" I~" 12" · d. screz~ For 51 I INCH = 25.4 HN. I FoOT -- 304~ MM. I POUND = ¢.454 K~. t MILLE PER NOWR= I,~O~ K-J'I/W a. ThB table 1~ ba~ed on 110 mph wlnd ~peeds and a 35-¢oo~ mean rook height. b. Fa~tener~ ~hall be in,tailed at oppl~lte end~ oF the ~o04 ~[ruc[ura) panel. c. Nails ehalt be led common or 12d box nails. d. ~re ~cre~ are attached to masonry or masonry/stucco, the shall be at~ached u~il[zln~ vibration-resistant a~chor~ ha~fn~ a minimum ultlmat~ ~tt~ra~ai capacl[9 or 4~¢ pounds. PANEL SPAN LES5 THAN / E~UAL TO 4' 15. THE ARCITEC? 5HALL NOT 1SE tN CHARGE OR R, ESPONSllSLE FOR: THE CONSTRUCTION PHASE OF THIS PROJECT, AND FO~ INTE~P~TING THE CONSTRUCTION O~iNG, ~UILDING TO CODE P~FO~E~. THE A~CNiTECT ~NALL NOT HA~ CONTROL ~ CNA~E ~ AND SHALL NOT ~E ~SpON~I~LE FOR THE CONSTrUCTiON MEANS, METHODS, TECHNIQUES, AND ~E~WENCE~ · ITNIN HUrrICANE p~ONE ~E~[ON5 ~ITNIN ~NE NiLE ~ THE I1~ NILE5 PE~ N~U~ O~ G~ATER OR 12~ MILE5 PER ASTM E 1~ AND OF AS~ E 1~8~ ~FE~NCE~ TNE~IN, a, E~EPTION: ~OO~ 5T~U~TU~L ~ANEL5 ~[TN A TWIC~E~ ~ ~/l~ iNCH AN~ A MAXIMUM 5~AN OF ~ FEET ~E pE~ITTED FOR OPENING PROTECTION. PANELS 5HALL ~E HARDWARE PROvlDE~, ~TTACNMENT ~HALL ~E PROVIDED FOLLOWS* FASTENE SCHEDULE WOOD PLYWOOD P NEL! FASTENE~ PANEL SPAN LESS THAN / EQUAL TO ~' PANEL SPAN LESS THAN / EQUAL TO ¢' 21/2" ~ I~" 12'j ~J' WOOD lcd NAILS 21~" ~ I~ll 1¢" WOOD .THIS TAE~LE 15 E)ASED ON A MAXIMUM WIND SPEED ('5-SECOND GUST) ~ 130 MPH AMS A 35-FOOT MEAN ROOF HEIGHT · FASTENERS SHALL E~E INSTALLED AT OPPOSIN~ END5 ~ THE WOOD ~TRUCTURAL PANEL. 5. · WHE~ 6C~W~ A~ ATTACHED TO MA~ON~/~TUCCO, THE~ &HALL ~E ATTACHED UTILIZING V{~TiON ~ISTANCE ANCHOR5 HAVIN~ A ULTImaTE ~ITND~ CAPACITY ~ 45~ POUNDS. . THE N~EO~ER [5 ~PONSI~LE FO~ ATT~CNIN~ THE PLYWOOD PANEL5 TO THE ~INDO~5 AMP DOORS DU~ING A 5TO~. 2L DESIGN LOAD INFO~ATION: a. GROUND 5NO~ LOAD: ~5 P~ ~, ROO~ OTHER THAN SLEEPINg: LL=4~ ~SF AND ~L=I~ P~ c. SLEEPING ~OO~5= LL=3~ PSF AND DL=I~ P~ d. RO~: EL= 5~ P~ ~ND DL=~ P~ ~. RO~ WITH CATWED~L CEILING. EL= 3~ P~ AND ~L= 15 ~ ¢. DEC~5 ~ EXTERIO~ BALCONIES: EL= ~¢ P~ AND DE= I¢ ~ ~. ~U~IL5 AND NAN~ILS: LL=200 PLF ~ ATTIC WITHOUT 5TO~E: LLaI~ P~ AN~ DL:I~ P~ L ATTIC WITH 5TO~E: LL=2~P~ AND DL=I~ pSF j. SEIS~IC DESIGN CATEGORY C GUST WIND 5PEEP ~ 120 MPH. ENERGY NOTE3 I. THE A~CNITECT CERTIFIES THAT TO THE ~EST OF NJ5 ~OWLED~E, ~ELIEF AND pROFE551ONAL JUdgEMENT, THE g~WiN~S A~ IN COmpLIANCE TO THE ~ch~ck ~EpO~T F~ THE NEW TO~ STATE ENEMY CONSTRUCTION CODE EFFECTI~ JULY 3, THE ~pON¢I~ILIT% OF THE GENE~L CONT~CTO~ TO 6~lT THE AND D~A~ING~ ¢ T~E~MECNANICAL 5%~TEHS ~T~PED ~D SEALED 5, ALL ~LA~5 TO ~E ~OW~LE INSULATED WIT~ LOW-E GLAZIN~ AND A U ~ACTO~= 35 MAXIMUM, 4, ALL EXTERIOR DOO~5 (INCL. ~A6EMENT) TO ~E ]NSULATED WITH A ~AXI~U~ AND TNETU ~HALL ~E ~EATNER-ST~IPPED-SELF CLOSIN~ AND TAttLE RAFTER RAFTER 4,12 C~ROUND 5NOW LOAD 'TO psi' a. 4Od BOX NAIL5 SHALL SE pE~ilTTED TO BE 5UESTITUTED F~E I~d ¢~ ~ILS. b, NAILI~ ~Ui~HENT5 ~ALL BE PE~T~D TO BE ~D~ED 25 PE~T IF ~iL5 A~ CLINCHED. c. HEEL JOIST C~NECTiON5 A~ NOT ~I~D ~ THE RID~ (5 ~pPORTE BT A LO~ ~EA~IN~ ~ALL, N~APE~ O~ ~[~ BEAM, d, ~EN INk,PlATE ~f ~ THE ~ER I5 PROVIDED BT ~ICAL ~T~T50~ ~IN~ TO A LOAD ~EA~I~ ~ALL, THE TA~LATED HEEL JOIST CO~ECTION ~l~M~T5 ~L BE pE~JTTED TO BE ~D~ED pROPORTIO~LLT To THE ~DUCTION IN 5pA~ e. E~IvALENT ~IUN~ pA~E~5 A~ ~l~P FOR CEILING JOIST LAP ~PLICES. ¢. ~NEN ~ER TJE~ A~ ~85TITUTED ~R CE~LI~ JOISTS, THE HEEL JOISt CO~CTI~ ~I~MENT ~NALL ~E TArN A5 THE TABULATED HEEL JOIST C~CTJ~ ~Q~l~M~T ~ ~-TNl~5 OF THE ACTUAL ~FTER-SLOPE. ITABLE R30L2.L2 WIND-BORNE DEBRIS PROTECTION FASTENING I SCHEDULE FOR WOOD 5TRUCT[JRAL PANELS,~ ~ second ~ust ~5 ~O OO IZ5 [110 ) )20 125 130 140 145 ISZ I~¢ I10 For 5{ { mll~ p~c hour = {~ ~ a. Linear Interpola+.ion Is permitted, TABLE P~OI.2(I) (RE$DENTIAL CODE OF NEW YOUR STATE) cLIMATE AND GEOGP-,APNJC CRITERIA TABLE R3OI.4 (RESIDENTIAL CODE OF NEW ¥OEK, STATE) MINIMUM UNIFORMLY DISTRBUTED LIVE LOAD5 (IN POUND5 PER 5QUAP. E FOOT) LIVE LOAD EGRE$5 WINDOW NOTES - ANDERSON 4¢¢ SEF IE$ UNLESS OTNEf UJISE NOTED ~INDO~5 AND DOO~ PROVIDE EG~55 FROM ALL LIVlN~ 5PACE5 A5 REQUI~D ~T CODE G~DE FLOOR ROOM~ 5~ ~F, NET CLEAR OPENING SECOND FLOOR ROO~5 5,~ Sr. NET CLEA~ OPEN~NG ALL ERGE55 ~IND~5 TO NA~ ~[N~HU~ OPE~ELE NOT ~ 24" OPERABLE WIDTH OF 2¢" TA6LE 3,5 WALL 5NEATFIING ATTACFIMENT tREQIJIREI'IENT5 FOR WIND LOAD5 EXISTIN~ FIRST FLOOR AREA = ~ 5.5~=. EXISTING CELLAR FLOOR AREA = EXISTIN~ ~AP,.~E FLOOR AREA = 555 ~.$.R PROPOSED CELLAR FLOOR AREA -' 2,¢18 ~.5.F. PROPOSED FIRST FLOOR AREA = 2,01~, PROPOSED SECOND FLOOR AP. EA = 25~ G,5,F, TOTAL LOT AREA =155550 TOTAL LOT COYEPJ~E = 23 TAI LE 3.1 NAILING SCHEDULE BRI~ING TO JOIST (TOE-NAILED) ~4.T DRTC~LL 55LO' 5 40' 40" W 444.43' MAIN t~OAQ (N.¥.5. ~TE, 25) II T ho?.mj S.,ooV U o,iL J ro..,' R.AJ Phone,P°rt Jefferson(o iY' 11777 Fax, (631) 476-0596 Email, tvulpiseoptonline.net Project: Proposed DeVito Residence 840 Manor Hill Lane Cutchogue, NY ! 1935 Addenda / Revisions: Number Date D~cdp~on ~28/07 ADD DOEMER, ~ISE ~E~E, ADD SECOND FLOOR Date: September 5, 2007 Scale: A.~NOTED Drawn By: TLV Checked By: TLV Dmwing Title: SITE-PLAN GENERAL-NOTES Drawing Number: A-! ~, ~ ~ JjThomas Vul3is Jr., R.A. ~ ~ ~ I 7 Crystal Brook I-ollow Road / ( x~ J ~ ~ II Phone, (631) 476 0596 ~ ,, Impel, tvulpm~optonlm~.n~t ~ ~" GYP~ D~ALL, 3 - ~ I~" EXTEEIOR ~E ~ I 1/4 x 2~' ~A~.E STEEL ~ ~ . SBE BUILDING sT**pw,~T,~co~oN ~ ~ ~¢,¢¢mm¢~¢m~~*~.*.~*~ Thomas Vd)is Jr R A NAIL5 ANCHO~B INTO ~ ~L~T 7 Crystal Brook ~ ollow Road %~ ~BOTTOM 5ILL PLATE5 ~L~ ~¢~ ~b*~ ~¢ ~. ~ Port Jefferson N.Y. 11777 ~ ~ ~ ~ ~ FIBE~LA55 5ILL SEALER WALL R~ eiNGLE POLE e~ITCH COPPE~ TE~ITE SHIELD ~.~ ,~-~ ~ Phone, (631) 476-0596 ~ %~ :...,. ~T~ ~,.~ N<,~ Fax, (631) 476-0596 ~ %71~: ~'~; L I~'r~ X 12" ANCHO* OONTiNBOU5 5LOT SOFFIT ~NT8 imail,tvulpiseoptonline.net ~ IN~: }~ ALL CO~ER5 AND ~ 8T~P ~/(1) ~ COMMON ~ ~ NAIL5 ~CHO~D INTO ~ (22 2 x ~ T~ATED ~NET~T~5~ DAMP P~F ~ ':. EACW WALL 5~O~ ~ ~OO (¢,4¢ 0,5~.) I ~ ~ /" - ;"1: AWAY FROM KITCHEN~l I~II I I~11~ ~1 I~II ~ FOUNDATION -- ALU~INUH TE~ITE ~ 2" RIGID % -- ~ ~ ~ Y-O" IN AT ALL TOA~OVED I~T. FL~ ~ I I~" I 1~" ~ ' '":/ ' ~'=: DEPT. ~L MO~TED INCANDEeC~T COMPACTED EACH . h"'""'" ' '' '"""'-"' ' 4" ~ 4u ~.~.L (~ ~ PL~¢ 4 ~L~ ~CTI~J .... CL~. MOUNTED [IqCAN~E~CENT ~ ' ~ 4" H~SE ~P L ~ ~T PULL CHAIN '" '" ; D~P P~.,~ (~ ~ ~L~e 4 ~L~ ~CT,ON~ ' ' "'~ r---' ,',' ~: --~~~ ' .... ~ ' ~' ~ ~ ~ 12" P.C. FO Seal: U~u~horB~alte~onor ~ . . ...... ',, ''~ UNDATION ~ALL ~ ~ P~ ~ D CONC~TE FOOTIN~ I Proposed _ _ ~_ _ ~ ............. ~ ...... , - __ ..... ' .... ' " ResMence I .:'~' ,,' ",,' 4' "~ ~"; .......... .., ,,;.~,..,,.~.~ ?..~:..::',.., ~,,..~ .... ~:.',:;., t . .~:, ~......~ ..... ,. ,., ':. ...... ,/~.,,:.~ ,.....,, ,~¢~... ,'.,,...,~ ,.,, ,. ,,_.~ ,, , , , ~..' ~ ;/ ~///z ~ ~'-~ ~4" L ~'-~" [ a '"~ ~/~" ~:"~ g , ~,-~. ]~,.~ ~/~,, ,, .~,, 8~o Manor Hill Lane _ :, ~u~ ,::.: I Addenda / Revisions: / Z ~-7~ ~ -- - ....... '"'"""' -- ~J "C'j ~ ~DATI~ D~L pLA~/~ 5 ~,r E~. PI~ ~L~ ~ I N~D~L5 TO CELL~ ':A ~ ~ :~iI L_ _ _J L _ 2 L _ ~ _ 2 I_ _ _J ~ PROpO$ED h B ":: ~ ~ g_ ~: Date: September 5, 2007 ~ - CELLAR EXISTIN~ GARAGE ~ -- ~ ~ ~ -- ~ b ~ ~ Scale: AS-NOTED ~e:p~c~ BXlSfl~ C~IU~ ~. T4" ~ ¢ ~ ...;'.:' Checked B~ TLV ~TI¢&LYN~'B~I~ ¢~ AT ~2" 2' I1'-~" ¢ 2'-¢" ~ 11'-4"i ¢, , ,' ~'-¢" ~', , ¢" ~ 11'-4" ~ 2'-¢,, ¢ ~1'-4,, ,,~' Dra~ng Title: ~: -" " ....... ~- - 4 FOUNDATION-P~N 4~" 0~., ~'-¢" m~ ~L~ Drawing Number: TAE~LE 3.5A RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND 8t4EAR CONNECTION REQLtIREMENTS TABLE 531D UPLIFT 5TRAP CONNECTION REQQUiREMENT5 (ROOF TO BALL, BALL TO UALL, AND LUALL TO FOUNDAT ION)FA~T TAttLE 3.4 RIDdlE TENSION 5Tt~AP CONNECTION TAE~LE 571 RAFTER/CEILINe~ JOIST 14EEL JOINT CONNECTION REQUIREMENTS FOR 2¢ PSF TADLE ~.~ ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR UJlND LOAD$ 14141~1 ~141~14'14'1 EXISTING 121'-10 314" r EXIETIN~ KITCHEN CONVERTED INTO E~EDROOM i ® ~ATHROOM TOp 4' x 4' KITCHEN ~1 ICLAND SLOPED CEILING 8LOPED CEILING II IL X EXIETIN~ OpEN $PACE ~' .r~NT/~L5 TO CELLAR I[ PATCH ~L TO ~LLAR TIE5 ~ COAT CL. cL. II EXI$T[NG FAMILT. Ii CL. E_!XISTING ~OOM II ~E-'DROOM II II ldET~. BEDROOM LINE OF FLAT CEtLING ENTRY ¢=L~PED CEILING / P uP \ CL. e · · 6) · FIBEE~LA~5 ( _ ~2~ 304~ _J Port Jefferson N.Y. 11777 Phone, (6~ Fax, (631) 476-0596 Email, tvulpiseoptonline.net Project: Proposed DeVito Residence 840 Manor Hill Lane Cutchogue, NY 11935 Addenda / Revisions: Number Da[e , J~AISE RIDGe, ADD ~ECOND FLOOR Date: September 5, 2007 Scale: Drawn By: Checked By: AS-NOTED TLV TLV Drawing Title: FIRST-FLOOR-PLAN SCHEDULES Drawing Number: ~N LEADE~PIPED TO NEB D~T~JELL5 s Vulp~s Jr., 7 Crystal Brook Hollow Road Port Jefferson N.Y. 11777 Phone, (~~ Fax, (631) 476-0596 Email, tvulpiseoptonline.net Project: Proposed DeVito Residence 84.0 Manor Hill Lane Cutchogue, NY ! 1935 Addenda / Revisions: Number Date Descflpt[on ,ADDSECOND FLOOR Date: September 5, 2007 Scale: AS~NOT£D Drawn By:. TLV Checked By:. TLV Drawing Title: EXTERIOR-ELEVATIONS Drawing Number: / / / LIVING ~OOM ,AYER ~/4" T ~ GF FLOC~ JOISTS, SEE CELLAR CONCP.~TE ON UELL OPEN TO DELOW 1 1 1 / / A / \ / / \ / \ / \ / / \ \ \ \ \ STAIR TO OpEN TO E~ELOUJ CLIP~ AT EACH F~rtER / WALL WT~D , Crystal ~BrooVkU~PollloL JRro~d Port Jefferson N.Y. 11777 Phone, (6~~' Fax, (631) 476-0596 Email, tvulpiseoptonline.net Seal: Project' Proposed DeVito Residence 840 Manor Hill Lane Cutchogue, NY 11935 Addenda / Revisions: Number Date DesWp~0n 2/28/07 ADD DORME& RN58 RIDGE, ADDSECOND FLOOR Date: September 5, 2007 Scale: AS-NOTED Drawn By: TLV Checked By:. TLV Drawing Title: EXTERIOR-ELEVATIONS BUILDING-SECTION' Drawing Number: A-S