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HomeMy WebLinkAbout38042-Z sUfF Ur o Town of Southold Annex 12/20/2013 ��o Gym P.O.Box 1179 y 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36599 Date: 12/19/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 6390 New Suffolk Rd,New Suffolk, SCTM#: 473889 Sec/Block/Lot: 117.4-35 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/10/2013 pursuant to which Building Permit No. 38042 dated 5/22/2013 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 and alterations to an existing single family dwelling as applied for. The certificate is issued to Cacioppo Living Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38042 12/4/13 PLUMBERS CERTIFICATION DATED 12/18/13 Paul Caciopp Autho ed Signa re S�FFOt��, TOWN OF SOUTHOLD BUILDING DEPARTMENT coTOWN CLERK'S OFFICE oy • 4� 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#: 38042 Date: 5/22/2013 Permission is hereby granted to: Berdinka, Carol 6390 New Suffolk Rd PO BOX 625 New Suffolk, NY 11956 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 6390 New Suffolk Rd, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-4-35 Pursuant to application dated 5/10/2013 and approved by the Building Inspector. To expire on 11/21/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $407.60 CO -ADDITION TO DWELLING $50.00 T $457.60 '[ding 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: l. 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. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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. ;15 0Z-AS New Construction: Old or Pre-existing Building: zk"-7 (check one) Location of Property: G o /6 House No. Street Hamlet Owner or Owners of Property: j -1©epo ]),�tu Suffolk County Tax Map No 1000, Section 7 Block V Lot —�— Subdivision (� Filed Map. Lot: Permit No. �� ` cr- Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ scant Signature SO�jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 iQ roper.riche rt(aD-town.southo Id.ny.us Southold,NY 11971-0959 �Iy�DUNT`I,N�' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cacioppo Address: 6390 New Suffolk Rd City: New Suffolk St: NY Zip: 11956 Building Permit* 38042 Section: 117 Block: 4 Lot: 35 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat 2-gac Duplec Recpt 74 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 7 Smoke Detectors 10 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances q41 Dryer Recpt 2-20 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3-GFCI circuit breakers, 4-exhaust fans, 5-paddle fans Notes: Inspector Signature: Date: Dec 4 2013 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631).76571$02 54375 Main Road Fax(63[)76 -9502 P.O.Box 1179 .." Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: PAIZ (Please print) Plumber: (Please print) I certify that the solder used in the water supply.system contains less.than 2/10 bf 1%0. lead. (Plumbers tore) Sworn to before me this � day of 4\_V_"t, 203 CONNIE D.BUNCH Notary Public,State of New York No.01 SU6165050 Qualified in Suffolk County ­ � rye Commission Expires April 14,2_ Notary Pubis l�l�T'(1 County SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [V;40UNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ - ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 0 63/`3 INSPECTOR `�,. SO(/l�o o v # # Coulov,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT a" [ ] FOU DATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT L (FINAL) REMARKS: L DATE INSPECTOR77 OF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 10- [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [_ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTO OP SOUr�o<o �o 0 NTI, , Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC NAL) REMARKS: DATE Y �� INSPECTOR i �o�aOE SOUTyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [4�/] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR oF souryOlo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) P'REMARKS: ,Q 17 DATE �`��� �� INSPECTOR ' OF SOU — - - cou N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: `� L r DATE l INSPECTOR 1� 1 • • IL • 1 1, MOW ROUGH FRAAVNQ �PLUAMING1 IN$UL,ATIONSTATE ENERGY CODE �► M-1 WE PEA — �c► ADDITIONAL COMMBNTS • ��..: : 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before allo4ying? 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 SoutholdTown.NorthFork.net PERMIT NO. �j�S0�4 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined o��- ,20�3 f� r� ��J Ii= Storm-Water Assessment Form J D E C U L�, tact: Paul Cacioppo Approved �L'2- 20 l 3 MAY } 0 Mail to: Disapproved a/c 2013 B PT. Phone: 631-921-1851 Expiration -2-1 20 TOWN VF SDU HO &� 1 33 v Building IA4p APPLICATION FOR BUILDING PERMIT Date May 8 520 13 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. .c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required., APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature o app scant olf, if a corporation) 14905 New Suffolk Ave, New Suffolk 11956 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Owner Name of owner of premises Paul Cacioppo (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. Location of land on which proposed work will be done: 6390 New Suffolk Road _1414PI(N—ew Suffolk House Number Streit i� amlet Qsi L`-�1.�tiO;Cdh 1tsiUi County Tax Map No ;1.00'0 Section 117 Block 04 Lot 35 Subdivision t Filed Map No. Lot w s 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residence b. Intended use and occupancy Single Family Residence 3. Nature of work(check which applicable): New Building Addition Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $65,000 Fee (To be paid'on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor s If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and.,extent of each type of use. 7. Dimensions of existing structures, if any:Front' 30' Rear 30' Depth' ,-60' Height 25' Number of Stories 2 *See Attached Plans Dimensions of same structure with alterations or additions: Front 30' Rear 30' Depth 60' Height 25' Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories *Alteration of Existing 9. Size of lot: Front 101, Rear 104' Depth 149' 10. Date of Purchase March 20 2013 Name of Former Owner Carol Leonard 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES X NO 14905 New Suffolk 14. Names of Owner of premises Paul Cacioppo Address Avenue Phone No. 631-921-1851 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) CC SS: COUNTY 01�N4_ ►w,) Paul Cacioppo being duly sworn, deposes and says that(s)he is the applicant (Name of individu igning c ntract)above named, (S)He is the NOIL (Contrac gen,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be . performed in the manner set forth in the application filed therewith. Sworn to before me this ,2 N141E W. MA ZZAFIEMtO• day of Notary Public State of NewYoik No.01MA4667612 ' p Qualified'in Suffolkourtty ppjnipsion Expires August air 2D 1� Notary Pub is Signature of App1i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT 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 2 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees �1 Flood Permit Examined O��- ,20 3 E C E W Storm-Water Assessment Form D 1J tact: Paul Cacioppo J LJ Approved �� 20 (3 MAY 10 Mail to: Disapproved a/c 2��3 B EPT. Phone: 631-921-1851 Expiration 2 20� TOWN f SOU HO /� �� I" LJ ;} J Building I p APPLICATION FOR BUILDING PERMIT Date May 8 520 13 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and waterways. ,c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. XV (Signature o app scant or ,if a corporation) 14905 New Suffolk Ave, New Suffolk 11956 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises Paul Cacioppo (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. Location of land on which proposed work will be done: 6390 New Suffolk Road :PW��Klew Suffolk House Number Street `hamlet County Tax Map No. 1000 Sectiori 117' Block 04 Lot 35 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residence b. Intended use and occupancy Single Family Residence 3. Nature of work(check which applicable): New Building Addition Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $65,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and;extent of each type of use. 7. Dimensions of existing structures, if any:Front ' 30' Rear 30' Depth 60' Height 25' Number of Stories 2 *See Attached Plans Dimensions of same structure with alterations or additions: Front 30' Rear 30' Depth 60' Height 25' Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories *Alteration of Existing 9. Size of lot: Front 101, Rear 104' Depth 149' 10. Date of Purchase March 20 2013 Name of Former Owner Carol Leonard 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES X NO 14905 New Suffolk 14. Names of Owner of premises Paul Cacioppo Address Avenue Phone No. 631-921-1851 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) CC SS: COUNTY Paul Cacioppo being duly sworn, deposes and says that(s)he is the applicant (Name of individu igning c ntract)above named, (S)He is the ClW NAIL (Contras gen ,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this poly ����ppNNIE W. ryMAZ7AFERRO- day of 1"` Notary Public State of New York j No.01IJIA4667612 ' p —tom rr� Qualified in Suffolk County,, cooinission Ulx sires August 31�:2D Notary Signature of Appli i0lf Zell Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (.All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other(Circle One) Prope�rt OWNER:pF Different then Applicant) Paul Cacio o Paul Cacioppo Address` 14905 New Suffolk Ave, New Suffolk Address: 14905 New Suffolk Ave, New Suffolk Telephone fk631-921-1851 Fax"' Telephone#:631-921-1851 Fazfi: E-Mall: E-Mall: Property Address: Brief Description of construction Activity,Proposed St uctival BMPs,Soil 6390 New Suffolk Road, New Suffolk stabafiTationBMPs,P% Ate' Project S.C.T,M.A: 1000 = 04 5 IProu de Additional Pages as Neetled) , r District Bectlon Block Lot Name of Contractor and/or Contaet Person Responsible for Implementation ofSWPPP, Alteration Of ExistingStructure Paul Cacio o --� � futin arid faming�__- Address` 14905 New Suffolk Ave, New Suffolk ---_ --T Tak"phone":631-921-1850 I Fax ------4or-exist ng..mud room------.--_.-----___ E-Nair: .....----..-...,......_.,,__...,.____-__..,.-----...,.._---I----Name of Persons Responsible for Installation&Maintenance of Erosion ControlPradice: �M-'���T'�--_______ _ „r _ .-_ PaulCacio o _..-...____r_____________..___--___m__....-------- d revs: 14905 New Suffolk Ave, New Suffolk ------------------------------------------ Telephone S:631-921-1850 1Fax#' -_______r______-_-___---------------..._-..---- E-Mail: Total Area of All 15185 S.F. TotaI Area of Land Clea 160 S.F _..rr______________________m__--..-----------.-- Protect Parcels: and/or Ground Distufiarce: __._____ _ __ __ .__ m M ,_ _ ___ (S.F.I Aces) (S,F.l Auer) ProjectDuration: Start End .. ..------.----..-------..-,--.....___,._.,,___..,.....-_---- (Anticipated) 60 Days Date..5/9/13 Date: 7/3/13 --------------- ----_----.._-.----. ---------..----_ (Nam bar ar CakMdsr Days) 11YI11 this Project Disturbs five(5)or More Acres at Q M Any On&Time During the Proposed Development? Yes No ---------------------- .--µ-------------------•--- If YES-Please Answer the Followingl ----.-.------. --------- _ww,--------------- a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site Q Q List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No N/A c. Does the SWPPP Adequately Identify All Temporary = = —, and/or Permanent Soil Stabalization Measures? Yes No "-'"__.,_____________.___,_.__, ._..._..__..._..__�_..___ d. Does the SWPPP Adequately Identify a Complete Q = -•- -_..._..-._-_.._.............._...._.._.- ___............-._-.. Project Phasing Plan? Yes No Status of Impacted Waterbody:(eq.TNDL,303(d)Llsted,Impaired_) e. Does the SWPPP indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review Type of Impacted Waterbody:(eg.Lake,creek,say,Pond,Sound,FreshwatrrWedand...) Q by the Town of Southold? Yes No STATE.OF NEW YORK, COUNTYOF...........................................SS 0 �{ Paul.Cacio O being duly swom,deposes and says that is the applicant for Permit, f 'That I.............. ...........IMP........................ W (Name of individual signing Document) tL Andthat he/she is the ................................Owner....................................................................................._................. 10-4 (Owner,Contractor,Agent.Corporate Officer,etc.) o Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to a N make and file this application;that all statements contained in this application are true to the best of his knowledge and belief and _2 f U •— L that the work will be performed in the manner set forth in the application filed herewith. , Sworn to before me this; JIM —o z• Tit / z' y . ,20]� .............. ................ ... day of........................... Notary Public: ..e....... ................................ ........ . ............ . (Signature of Applicant SWPPP Assessment FORM: 03-12 pf SO(/T�O Town Hall Annex Telephone(631)765-1802 54375 Main Road N vvcc(631)765-g502,2 P.O.Box 1179 G Q roger.richert _IOwn.southold.ny.us Southold,NY 11971-0959 C4UNT BUILDING DEPARTMENT TOWN.OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: .Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: t4 A4/z A l, *Address: AA . *Cross Street: *Phone No.: Permit No.: go l�l� Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) .*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION IN0 �% 82-Request for Inspection Form �� REScheck Software Version 4.4.4 Compliance Certificate Project Title: Cacioppo Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single Family Project Type: Alteration Conditioned Floor Area: 0 ft2 Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 6390 New Suffolk Road West Creek Builders,LLC New Suffolk,NY 11956 PO Box 256 New Suffolk,NY 11956 631-734-8416 'Compliance: Passes Maximum UA: 507 Your UA:489 Envelope Assemblies Gross • Glazing . Cavit Door UA Perimeter U-Factor Floor 1:All-Wood JoisUTruss:Over Unconditioned Space 1,011 21.0 0.0 44 Floor 2:Slab-On-Grade:Heated 51 10.0 35 Insulation depth:6.0' Wall 1:Wood Frame, 16"o.c. 2,429 13.0 0.0 160 Window 1:Vinyl Frame:Double Pane with Low-E 80 0.320 26 SHGC:0.00 Window 2:Vinyl Frame:Double Pane with Low-E 372 0.330 123 SHGC:0.00 Door 1:Solid O F NEB, 20 0.300 6 Wall 2:Wood Frame, 16"o.c. �P S 3• DfF,Q y0 278 19.0 0.0 14 Window 3:Vinyl Frame:Double Pane with Low- (P * 48 0.320 15 SHGC:0.00 — D: Ceiling 1:Cathedral Ceiling N UJ 1,953 30.0 0.0 66 Compliance Statement. The proposed building d c tent with the building plans,specifications,and other calculations submitted with the permit application.The propose ed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comp r uirements listed in the REScheck Inspection Checklist. 21 ?15►'� Name-Title Signature Date Project Title: Cacioppo Residence Report date: 05/21/13 Data filename: C:\Users\West Creek\Documents\REScheck\CacioppoResidence6390NSR.rck Page 1 of 2 OFFICe CON�F,Ly%vi-ni ALT,VVN CODES PLUMBING NEW PORK STATE & ALL PLIUM113ING WASTE AS REQUIRED 7-n &WATER LINES NEED all. TESTING BEFORE COVERING All PPR 0VF ill; D UMBER CERTIFICATION DATE:Aa J)—a- E.P. FgRaD PL ON LEAD CONTENT BEFORE ...... CERTIFICATE OF OCCUPANCY NOTIFY BUILDINC E-PAR-I'VEr'J AT SOLDER USED IN WATER 765-1802 8 AM To 4 PM FOR THE SUPPLY SYSTEM CANNOT FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED OCCUPANCY OR EXCEED'211 0 OF 1% LEAD. FOR POURED CONCRETE 2. ROUGH - FRAMING & PLU'MBINIG USE IS UNLAWFUL 3. INSULATION 4. FINAL - CONSTRUCTION MUST WITHOUT CERTIFICATE BE COMPLETE FOR C.O. OF OCCUPANCY RETAIN STORM WATER RUNOFF ALL CONSTRUCTION SHALL MEET THE PURSUANT TO CHAPTER 236 REQUIREMENTS OF THE CODES OF PJEW YORK STATE. NOT RESPONSIBLE FOR OF THE TOWN CODE. DESIGN OR CONSTRUCTION ERRORS. 13'-4"' co Parlor "K W"u"'ST CREEL 13'-8 1/2" DESIGN I BUILD REMODEL J V 10, Bath to be Relocated 2868 41 171 CY) Study C\j 5'-9 1/4" DESIGN: 15'-8 3/8" 13'-4'° Cellar Stairs West Creek Builders,LLC PO Box 256 LO Kitchen r Porch Living Room New Suffolk, NY 11956 9'-8 1/2" co Living 631 .734-8416 (0 Mud Room Remove Existing 0j r Brick Chimney 0 Oj 2668 ENGINEER: co O James J. Deerkoski, P.E. 60 Deer Drive D Mattituck, NY 11952 2668 31-811 6'-4" jy Diningj Porch 14'-3" REVISIONS ISSUE: Permit Set 05.02.13 PROJECT: EXISTING 1ST FLOOR PLAN Cacioppo Residence DEMOLITION PLAN 6390 New Suffolk Road New Suffolk, NY 11956 SCALE : 1/4" = V-011 of NEW), C DE EXISTING CONSTRUCTION TO BE REMOVED DRAWING: LU EXISTING 1 ST FLR PLAN 07 DEMOLITION PLAN ss+ PROJECT NORTH. Al 13'-4" Remove Window I' u r Bedroom WES I CREEK rn 9'-8" DESIGN BUILD REMODEL o 0 Bath T Bath to be Relocated Lr) T C,) 2as8 � Bedroom DESIGN: � T a West Creek Builders,LLC w 2668 2068 ° ® PO Box 256 Remove To New Suffolk, NY 11956 �wlosTt Window A tic IIII T 631 .734.8416 II I I 15'-8 3/8" 2468 ro 2668 Master Bedroom Coco ENGINEER: Co 0 < 13'-4" > James J. Deerkoski, P.E. T Bedroom 260 Deer Drive 0o p Remove Window Mattituck, NY 11952 N T / REVISIONS / ISSUE: 3- Permit Set 05.02.13 PROJECT: EXISTING 2 N D FLOOR PLAN Cacioppo Residence DEMOLITION PLAN 6390 New Suffolk Road New Suffolk, NY 11956 SCALE : 1/4" = V-01" EXISTING CONSTRUCTION TO BE REMOVED gPFSOF NEW��� o� DRAWING: � E o o * Q s EXISTING 2ND FLR PLAN Uj DEMOLITION PLAN 0. 0 7 25� R�FESSIO P� PROJECT NORTH 54'-0 7/8" 10, —16'-0 3/8" 14' 14'-0 1/2" 6'-3 1/4" \ TT VJ Y/ 3'-811 6-4C R.'E"E&` 13'-8 1/2" W E 00 Cellar I I I I n DESIGN BUILD REMODEL 0\O r Sister 1-3/4 x 7-1/2 Microlam LVLs -1 Existing o ( to Ceiling Joists at Old 00 Study T T Stair Opening 15'-8 3/8" Existing co i� g�_g 1/2�� Living Room N DESIGN T West Creek Builders, LLC N T \ Vaulted Ceiling j I I 2'-1" CD o PO Box 256 N N Existing _ co Porch N 1 New Suffolk N`� TY 11956 T W 2x10 RR @16 O.C. Kitchen 00 > I I N T Proposed N ' Im[' T- E I I LO Bath T 631 .734.8416 Expanded 2 I I 7'-3 1/4" r\ Mud Room o 00 r II ENGINEER: (2) 1-3/4 X 16 Microlam LVL Header 4" abFloor II James J. Deerkoski, P.E. M \ 260 Deer Drive - - Existingo T Mattituck, NY 11952 N - - -_ - - - - - - - - T Dining r^ T - • T T' V! L �' 14'-3" "' 7 Porch REVISIONS / ISSUE: Permit Set 05.02.13 3'-8" 6'-4" 1 -70 3'-1 3/16" 3'-1 1/4" 10' 16'-0 3/8" 7'-9 9/16" 14'-0 1/2" 6'-3 1/4" 54'-0 7/8" PROJECT: Cacioppo Residence 6390 New Suffolk Road NOTE: EXISTING MUD ROOM TO BE PROPOSED 1ST FLOOR PLAN New Suffolk, NY 11956 REBUILT ON SLAB FOUNDATION AND EXPANDED 4'-6" TO THE NORTH SCALE : 1/4" = V-O" NEW CONSTRUCTION OF Navy DRAWING: *�� DE R�0 PROPOSED 1ST FLR PLAN tp 0. 0 2 (C)2 PROJECT NORTH �° 10 44'-0 7/8" 16'-0 3/8" 14' 14'-0 1/2" 2552DH 2552DH CO 13'-4" — ® T P 0 osed Plumbing ^ T T p Wall Cn Bath > 2852DH � - C� LO o o T 2530DH X S InCR"""< X T N 1 < I X < M 17 = Relocate co 7'-8" T window to DESIGN BUILD ( REMODEL 13'-3 1/2" Linen o I `n Pro sed Center co N r` 3 B h 00 1 o v 2668 2468 " T DESIGN: N � Existing " 1 Bedroom r co West Creek Builders, LLC N N 2668 ''^^ 10'-1" N Co PO Box 256 T T CV T U TO I T T New Suffolk, NY 11956 C) \ P T LO T Existing L A is I Tosit I I 068— _ O T 631 .734.8416 N O Master Bedroom M CI set 24�68 closet CO N N O' New Egress 5-5 11/16" N Windows 2ssa N r ENGINEER: 1 M W o 13'-4" James J. Deerkoski, P.E. N Vaulted Ceiling m -- ExistingCollarTiestoRemain _ Existing 260 Deer Drive Co °\0 Bedroom o U N Mattituck, NY 11952 t` 2'-1 3/8" 1 N T 2856DH co T ss p`Z' N REVISIONS / ISSUE: Permit Set 05.02.13 2552DH 2552DH 3'-1 3/16" 3'-1 1/4" 7'-9 9/16" 44'-0 7/8" -�p� PROJECT: Cacioppo Residence 6390 New Suffolk Road , PROPOSED 2 N D FLOOR PLAN New Suffolk, NY 11956 SCALE : 1/4" = V-011 A OF NEt, `''• °EFR�°� DRAWING: NEW CONSTRUCTION ,� >�`s A ode W PROPOSED 2ND FLR PLAN 072- PROJECT NORTH MUD ROOM 10, 10, 3'-8" 6'-4" IFI 253 DH •`' I I �5 I Cellar Stairs co Cellar LO Access L I T T co 9'-6 1/2" WES"" CR`""T7 -7'6"High Walls to Match I I N DESIGN BUILD REMODEL Existing Stone Foundation at Cellar Access _ - ' I I I Existing ap Cellar N Vaulted Ceiling T � T 10 DESIGN: m g I I I I m g D oo Expanded �g Mud Room �g West Creek Builders, LLC Concrete PO Box 256 Slab I I W o New Suffolk, NY 11956 I I 4"Slab Floor 0) _ _ _ J I T 631 .734.8416 L — — — — — — — — — — L — - 25 DH ENGINEER: L- - - N T 10, < 3'-8" 6'-4" James J. Deerkoski, P.E. N 260 Deer Drive Mattituck, NY 11952 FOUNDATION PLAN FLOOR PLAN SCALE : 1/4" = 1'-0" SCALE : 1/4" = 1'-0" REVISIONS / ISSUE: Permit Set 05.02.13 1) 8" THICK POURED CONCRETE FOUNDATION, 3000 PSI. 1) PLATE HEIGHT AT T-6" UNLESS OTHERWISE NOTED. 2) FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY FOOTING. FOOTINGS TO 2) EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF #2 STUDS AT 16" O.C. HAVE 2 - #5 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST ON UNDISTURBED SOIL (MINIMUM 3000# CAPACITY) 3) EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD. 3) INSTALL 2" EPS RIGID FOAM ALONG INERIOR OF FOUNDATION WALL. 4) PROVIDE 2 - 2X10 DF #2 HEADERS OVERALL OPENINGS UNLESS OTHERWISE PROJECT: NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF Cacioppo Residence 4) FOUNDATION SLAB TO BE 4" THICK, 3000 PSI CONCRETE ON COMPACTED FILL. OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 6390 New Suffolk Road INSTALL 2" EPS RIGID FOAM UNDER SLAB AND 1-1/2" RIGID FOAM BETWEEN SLAB EDGE AND FOUNDATION WALL AS A BOND BREAK. 5) ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE New Suffolk, NY 11956 APPLICABLE. PROVIDE DEBRIS-PROTECTION PANELS WITH FASTENING HARDWARE 5) PROVIDE 5/8" DIA. ANCHOR BOLTS AT 3'-0" O.C. AND WITHIN V-0" OF CORNERS, WHERE REQUIRED. INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS ARE TO HAVE A MINIMUM 8" EMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT IS TO BE ATTACHED TO 6) ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. TREADED. SILL PLATES TO BE INSTALLED WITH A FOAM SILL SKET AND COP-R- TEX SHIELD OR EQUAL. 6) CONTRACTOR TO VERRY FINAL WALL AND SLAB ELEVATIONS IN FIELD TO OF NEw DRAWING: ACCOMODATE DESIRED FINISHED FLOOR HEIGHT IN RELATION TO EXISTING p. y STRUCTURE. FOUNDATION AT CELLAR ACCESS TO HAVE TALL WALLS TO MATCH ws$ '�0°�'� MUD ROOM EXPANSION EXISTING CELLAR. CONTRACTOR TO TIE WALLS TO EXISTING STONE FOUNDATION. >� 0_ FOUNDATION PLAN f � W FLOOR PLAN O.o V° 07 SIC} P� PROJECT NORTH A5 i MUD ROOM 10'-8 1/2" 12 3 1/2 ,6„pG 2x10 QF 02 Fa @ Ledger Board at Existing Exterior Wall LS210 18 ga Slope 2x10 DF#2 RR @ 16"OC Connector at Each Rafter Existing Structure co WEST CREE]"El"" �3 1/2 : 12 T DESIGN BUILD REMODEL T / 2"Rigid EPS Foam Insulation DESIGN: Ledger at Existing _ /� I I Existing Stone Exterior Wall 8"PC FOUNDATION WALL I I Foundation at Cellar Foundation West Creek Builders, LLC 16"X8'CONC.FTG. I I Access C at Cellar 2X4 KEYWAY Verify Wall Elevations PO Box 256 (2)#5 REBAR I I in Field New Suffolk, NY 11956 — — ° T 631 .734.8416 ENGINEER: ROOF PLAN SECTION A-A James J. Deerkoski, P.E. 260 Deer Drive SCALE : 1/4" = V-0" SCALE : 1/4" = V-011 Mattituck, NY 11952 1) APPLY 5/8" THICK FIR CDX SHEATHING OVER ROOF FRAMING. 2) APPLY METAL DRIP EDGE OVER UNDERLAYMENT ALONG RAKE EDGES AND WIND LOAD PATH CONNECTIONS DIRECTLY TO THE DECK ALONG EAVES. REVISIONS / ISSUE: CONNECTION (LOCATION: PART NUMBERS: NOTES: 3) 15# FELT UNDERLAYMENT WITH ASPHALT SHINGLE ROOFING. USE ICE & RAFTERS TO LEDGER LS210 APPLY TO EACH RAFTER Permit Set 05.02.13 WATER BARRIER UNDERLAYMENT IN AREAS WITH 4:12 OR LESS ROOF PITCH. RAFTER TO WALL RT20 OR MTS12 APPLY TO EACH RAFTER RAFTER TO PLATE RT15 OR H10 APPLY TO EACH RAFTER 4) INSTALL ICE & WATER BARRIER IN ALL VALLIES, INTERSECTIONS, AND ALONG USE WITH SPTH4 CONNECTOR EAVES AND RAKES. PLATE TO WALL STUD SPTH4 OR SP4 OR H8 APPLY TO EACH WALL STUD 2 FLOOR WAILL TO 1 FLOOR KLFTA OR MSTA36 APPLY TO EACH WALL STUD 5) DO NOT INSTALL UNDERLAYMENT ON WET OR DAMP PLYWOOD. SHEATHING WALL MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. HEADER TO JACK STUD LSTA12 OR LSTA21 APPLY TO EACH JACK STUD PROJECT: CRIPPLE STUD( TO HEADER RT3 OR RT7 OR H2.5 APPLY TO EACH CRIPPLE STUD 6) INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN SHEAR WALL HOEDOWN ANCHOR ADS5 OR HDU5 OR HTT5 APPLY TO EACH SIDEWALL END Cacioppo Residence INSTRUCTIONS. USE GALVANIZED ROOFING NAILS, 11-12 GAUGE WITH AT LEAST 3/8" DIA. HEADS. ALLOW FOR NAIL PENETRATION THROUGH PLYWOOD 1 FLOOR UNDER SILL PLATE MSTA36 OR SP4 OR WRAP UNDER DOUBLE SILL PLATE 6390 New Suffolk Road SHEATHING. USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH 20GA STRAP USE WITH 3" SQUARE WASHERS New Suffolk, NY 11956 SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 7) VENTILATE ROOF ASSEMBLY WITH R30 FIBERGLASS BATT INSULATION OR COMBINE R15 OF CLOSED CELL SPRAY FOAM ON UNDERSIDE OF ROOF SHEATHING WITH FIBERGLASS BATT TO ACHIEVE NON-VENTED ASSEMBLY. 8) DO NOT PLACE RECESSED CAN LIGHTING IN VAULTED CEILING (E0F NEB, DRAWING: F y of o MUD ROOM EXPANSION * ROOF PLAN Z ` W � SECTION A-A o 0 SS10 � PROJECT NORTH MUD ROOM - - - - - - - - - - - - - - - -- - N E H N N ES"" CRE"' T _MM1 W W 00 DESIGN I BUILD I REMODEL DESIGN: West Creek Builders, LLC PO Box 256 NORTH ELEVATION SOUTH ELEVATION New Suffolk, NY 11956 T 631 .734.8416 SCALE : 1/4" = V-0" SCALE : 1/4" = V-0" ENGINEER: James J. Deerkoski, P.E. 260 Deer Drive Mattituck, NY 11952 REVISIONS / ISSUE: Permit Set 05.02.13 PROJECT: Cacioppo Residence 6390 New Suffolk Road -1 New Suffolk, NY 11956 N tYJ _ry1� W DRAWING: OF NEt, MUD ROOM ELEVATIONS DEe yoP WEST ELEVATION m - W SCALE : 1/4" = V-0" �FE 7Z NA7 ss�o PLAN CONTENTS: TOTAL SO.FT.OF MUD ROOM 45 SO.FT. EXPANSION DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 1995 SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTIONS AND GENERAL NOTES DESIGN LOAD CALCULATIONS EXT.BALCONIES 60 (LIVE LOADS PSF) DECKS 40 ATTICS W/O STORAGE 10 ATICS WITH STORAGE 20 ROOF GROUND SNOW LOAD 45 NAILING SCHEDULE ROOMS OTHER THAN SLEEPING 40 TABLE 3.1,INCLUDING 3.3 AND 3.9 ROOMS SLEEPING 30 1995 SBC HIGH WIND ADDITION WOOD FRAME CONSTRUCTION MANUAL STAIRS 40 GUARDRAILS ANY DIRECTION 200 JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES EXPOSURE CATEGORY ROOF FIRAMING LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAILS AND RAFTER TO TO PLATE 8' WALL: 3- 8d EACH RAFTER TOE NAIL ROOF-FOUNDATION GENERAL NOTES NAILING SCHEDULE SEE GENERAL NOTES 10' WALL: 4- 8d EACH RAFTER TOE NAIL CLIMATIC AND GEOGRAPHIC GROUND SNOW LOAD 45 LBS. CEILING JOIST TO TOP PLATE 8' WALL: 3- 8d PER JOIST TOE NAIL CRITERIAWIND SPEED MPH 120 ........................................................................................................................................................................................................_..._......................................._..............._...._.........._......_..................................................................................................._........................_...... SEISMIC CATEGORY B 10' WALL: 4 8d PER JOIST TOE NAIL WEATHERING SEVERE CEILING JOIST_TO_PARALLEL_RAFTER SEE TABLE 3.7 EACH LAP FACE NAIL FROST LINE DEPTH 3 FT. CEILING JOIST LAPS OVER PARTITION SEE TABLE 3.7 EACH LAP FACE NAIL TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE COLLAR TIE TO RAFTER SEE TABLE 3.4 PER TIE FACE NAIL WINTER DESIGN TEMP. 11 BLOCKING TO RAFTER 2-8d EACH END TOE NAIL ICESHIELD UNDERLAYMENT REQUIRED I AT ROOF<4:12 RIM BOARD TO RAFTER 2-16d EACH END END NAIL `4REE" FLOOD HAZARDS INONE WALL FRAMING W Eff]S 0 0 C IN TOP PLATE TO TOP PLATE 2-16d PER FOOT FACE NAIL ............................................................................................................................................................_.............................................................................................................._......................................_................___..........................................................._......_... DESIGN I BUILD REMODEL TOP PLATES AT INERSECTIONS 4-16d JOINTS-EACH SIDE FACE NAIL STUD TO STUD _ _ 2_-16d 24"OC FACE NAIL HEADER TO HEADER _ 16d � _ 16"OC ALONG EDGES FACE NAIL CONSTRUCTION NOTES: TOP OR BOTTOM PLATE TO STUD 2-16d PER 2X4 STUD END NAIL 1) The information within this set of construction documents is related to basic design intent 3-16d PER 2X6STUD END NAIL DESIGN: and framing details. They are intended as a construction aid, not a substitute for generally 4-16d PER 2X8 STUD END NAIL accepted good building practice and compliance with current New York State building BOTTOM PLATE TO FLOORJOIST,�-- __ West Creek Builders, LLC codes. The General Contractor is responsible for providing standard construction details BAN DJOIST,END JOIST,OR BLOCKING 2-16d PER FOOT FACE NAIL and procedures to ensure a professionally finished, structurally sound and a weatherproof PO Box 256 completed product. FLOOR FRAMING - - ----__�_ -- — New Suffolk NY 11956 2) The General Contractor is responsible for ensuring that all work and construction meets JOIST TO SILL,TOP PLATE,OR GIRDER 4-8d PER JOIST TOE NAIL current federal, state, county and local codes, ordinances and regulations, etc. These BRIDGING TO JOIST 2-8d EACH END TOE NAILBLOCKING TO JOIST 2-8d EACH END TOE NAIL 631 .734.8416 codes are to be considered as part of the specifications for this building and should be BLOCKING TO SILL OR TOP PLATE 3-16d EACH BLOCK TOE NAIL adhered t0 even If In Variance with the plan. LEDGER,STRIP TO BEAM 3-16d EACH JOIST FACE NAIL n over Idrawings. DO NOT SCALE DRAWINGS). ..........................._.....- ............................................................................................. ..............................._.................................._.........._...... -._................................_.........._.._......_.._...................._......_..................-.................._............_......_._.._.................... 3) Dimensions shall take precedent o e scaled ) JOIST ON LEDGER TO BEAM 3-8d PER JOIST TOE NAIL 4) The designer has not been engaged for construction supervision and assumes no BAND J(OISTTOJOIST 3-16d _ _ PER JOIST - END NAIL ENGINEER: responsibility for construction coordinating with these plans, nor responsibility for ��`"��" p y g p p y BAND JOIST TO SILL OR TOP PLATE 2-16d PER FOOT TOE NAIL construction means, methods, techniques, sequences, or procedures, or for safety - .--.m... - .mm_._m__....._.._m.. �. __ ..__..._ _.... � � _ �.�_ _... James J. Deerkoski, P.E. precautions and programs in connection with the work. There are no warranties for a ROOF SIHEATHING 260 Deer Drive Specific use expressed or implied In the use Of these plans. STRUCTURAL PANELS 8d 4' PERIMERTER EDGE ZONE- 16" OC-6" AT PANEL Mattituck, NY 11952 5) Refer to the Window and Door Schedule for exterior openings. EDGES AND AT INTERMEDIATE SUPPORTS IN THE PANEL 6) The General Contractor is to consult with the Owner for all built-in items such as 8d INTERIOR ZONE- 16"OC-6"AT PANEL EDGES AND 12" bookcases, shelving, pantry, Closets, trims, etc. AT INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD FOR ROOF SHEATHING WITHIN 4'OF THE PERIMETER OF THE ROOF,INCLUDING 4'ON EACH SIDE OF THE ROOF PEAK,THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ELECTRICAL NOTES: CEILING SHEATHING 1) All electrical work shall be performed by a licensed electrical contractor and fully meet the GYPSUM WALLBOARD 5d COOLERS 7" EDGE/10" FIELD REVISIONS / ISSUE: requirements of the National Electrical Code, The New York State Building Code, and all other applicable local codes and ordinances. WALL SHE_ATHING Permit Set 05.02.13 2) All electrical Work shall be approved by a qualified Underwriter. STRUCTURAL PANELS 8d 4'EDGE ZONE- 16"OC-6"AT PANEL EDGES AND 12"AT 3) Install smoke detectors and carbon monoxide detectors throughout as per Construction INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD �_ - ....� .�_ _ ._..._.._..-_....__...._..... _.._.....__.... .._._...._....__.._........._......_....__......._....._.._....__..... Code. __.._._. ..._.._ ..._... ...._....�...._..__..._ _ _ ... 8d INTERIOR ZONE- 16"OC-6"AT PANEL EDGES AND 12" AT INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD GENERAL WIND PROTECTION CONNECTION NOTES: FIBERBOARD PANELS 7/16" 6d 3" EDGE/6" FIELD 1) A continuous load path between footings, foundation walls, floors, studs and roof framing 25/32" 8d 3" EDGE/6" FIELD GYPSUM WALLBOARD 5d COOLERS.._..................._............�" EDGE/10" FIELD PROJECT: shall be provided. ................. ............................. 2) Approved connectors, anchors and other fastening devices not included in the Standard HARDBOARD 8d 4'EDGE ZONE- 16"OC-6"AT PANEL EDGES AND 12"AT INTERMEDE_DIATE SUPPORTS IN THE PANEL FIELD Cacioppo Residence Building Code, Table 2306.1 shall be installed in accordance with manufacturer's gd INTERIOR ZONE- 16"OC-6"AT PANEL EDGES AND 12" recommendations. AT INTERMEDEDIATE SUPPORTS IN THE PANEL FIELD 6390 New Suffolk Road 3) Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject New Suffolk, NY 11956 to salt corrosion in coastal areas, shall be stainless steel or hot dipped galvanized. FLOOR SHEATHING 4) Where windows and doors interrupt wood structural panel sheathing and siding, framing STRUCTURAL PANELS- 1"OR LESS 8d 6" EDGE/12" FIELD anchors or connectors shall be provided at the top and bottom of cripple studs, header Studs, and at least One stud at each Side Of Opening. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"OC ATTHE PANEL EDGE. IF WALL SHEATHING IS 5) Ridge straps shall be attached to each pair of opposing rafters except where collar ties are NAILED 3"OC AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL located in upper third of attic space and attached t0 each pair Of rafters. MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN LOAD 6) Uplift Connectors Shall be provided at each rafter bearing. PATH. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER 0 d NEw DRAWING: 7) Floor to floor hold-downs to be provided every 48", and every 16" within 4' of exterior SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. (� YO corners. Vti��'� � CONSTRUCTION NOTES 8) Sill plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter �� CC of 5/8" and 3"x3"x1/8" square washers. A minimum of one anchor bolt shall be provided m W within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment of 8 inches in concrete masonry foundations. Anchor bolts shall be located �,� 0 within 12 inches of corners and at spacing not exceeding 4 feet on center. ®'"Em NP 3"ROOF VENT 3" NYS ENERGY COMPLIANCE 1 1/2 1/2 1 1/4 1 114 1 1/4 :_1 1 114 LAV. LAV. W C W.C. LAV. 1 -1 SHOWER OR BATH SHOWER C.O I 1 1/4 1 1/4 2 3 2 3 REScheck Software Version 4.4.4 3 3 Compliance Certificate Project Title: Cacioppo Residence , 1/2 1 1/4 1 1/4 1 1/4 1 1 4 Energy Code: 2009 IECC WES i CREEK W.C. Location: Suffolk County, New York D.W. SINK LAv. Construction Type: Single Family DESIGN I BUILD REMODEL W.M. SHOWER OR BATH I Project Type: Alteration Conditioned Floor Area: 0 M 1 1/4 Heating Days: 5999 1 1/2 2 3 I C.O. 9 Degree C.O.l 2 � Y Climate Zone: 4 3 3 Permit Date: DESIGN: Construction Site: Owner/Agent: Designer/Contractor: 6390 New Suffolk Road West Creek Builders,LLC West Creek Builders,LLC 4 New Suffolk,NY 11956 PO Box 256 TO EXISTING HOUSE TRAP New Suffolk,NY 11956 PO Box 256 AND SEPTIC SYSTEM 631-734-8416 New Suffolk, NY 11956 i,/%/,..,.w,,.,/ .,�,�r%'/%viir.,....;...,r•„^;v��.�.yroi/.;'�a/d////iiariii,r%/�%/ %i9/O//�/ai0i/ii a<�-,,..r q:rr r i/i ,.. /////ii��/ ///////,",.�° a�%. T 631 .734. 41 ////ii. .r., /„/ y%/, .,.iem;,,,.::,:.,..,.,,i/i,,: 3.o,:._os'r,,.,, .,:,,.,..3./,.:. _ 'i,f;i. ., „•%�,.."..<2„%//.a/a:'.,-..,,,:a/sip%/...ba.:.>.,, ,,,.,. ...,r/////�,inez/c Maximum UA: 507 Your UA:489 RISER DIAGRAM N .T.S. Envelope Assemblies ENGINEER: : : . f James J. Deerkoski, P.E. 260 Deer Drive Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,011 21.0 0.0 44 Mattituek, NY 11952 Floor 2:Slab-On-Grade:Heated 51 10.0 35 Insulation depth:6.0' Wall 1:W000d Frame, 16"o.c. 2,429 13.0 0.0 160 Window 1: Vinyl Frame:Double Pane with Low-E 80 0.320 26 SHGC:0.100 PLUMBING NOTES: Window 2: Vinyl Frame:Double Pane with Low-E 372 0.330 123 100 1) All water supply, drainage and venting to be installed as per N.Y.S. Residential SHGC:0. REVISIONS / ISSUE: Construction Code. Door 1:solid 20 0.300 6 2) Verify condition of septic system. Wall 2:Woiod Frame, 16"o.c. 278 19.0 0.0 14 Permit Set 05.02.13 3) If wall studs, plates or joists are cut out during installation for any plumbing related work, Window 3:Vinyl Frame:Double Pane with Low-E 48 0.320 15 provide adequate bracing and plates to protect and secure the structure. Verify with state SHGC:0.100 code and manufacturer's recommendation for maximum hole size and spacing permitted. Ceiling 1:Cathedral Ceiling 1,953 30.0 0.0 66 Compliance Statement: The proposed building design described he a is nsistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has bee desi ed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspec'on Ch cklist. s-I PROJECT: HVAC NOTES: Name-Title Signatur Da e 1) Mechanical subcontractor is responsible for adhering to all applicable codes and safety Cacioppo Residence requirements. 6390 New Suffolk Road 2) HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. Project Tittle: Cacioppo Residence Report date: 05/07/13 New Suffolk, NY 11956 Data filename: Untitled.rck Page 1 of 2 3) HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and Owner for final review and approval. ��-OF NEW DRAWING: S DE, CONSTRUCTION NOTES ROFESS NP SITE DATA SCTM# 1000-117-04-35 PROPERTY: 6390 NEW SUFFOLK ROAD ADDRESS NEW SUFFOLK, NY 11956 ZONING: R40 PROPOSED: 45 SQ. FT. Mud Room Expansion 149.25' S81 037' 4011E W ES" "R"EK E I C E DESIGN I BUILD I REMODEL N DESIGN: Expanded West Creek Builders,LLC z anded Mud Room PO Box 256 New Suffolk, NY 11956 T 631 .734.8416 W ENGINEER: O James J. Deerkoski, P.E. 00 260 Deer Drive LO � p T Mattituck, NY 11952 0 ,— N C0 O z 41' O T Cn REVISIONS / ISSUE: Permit Set 05.02.13 PROJECT: Cacioppo Residence 6390 New Suffolk Road New Suffolk, NY 11956 149.01 ' N820 57' 4011W DRAWING: DEER°� SITE PLAN w SITE PLAN oF07�oP � SS SCALE : 1" = 10'