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HomeMy WebLinkAbout39858-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37630 Date: THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 3005 Ole Jule Ln, Mattituck SCTM #: 473889 See/Block/Lot: 122.-5-17 6/26/2015 6/26/2015 Subdivision: Filed Map No. Lot No.. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/3/2015 pursuant to which Building Permit No. 39858 dated 6/10/2015 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: "AS BUILT" ENCLOSED PORCH ALTERED TO LIVING SPACE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Radich, Keith & Radich, Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39858 06-24-2015 Autho �AcjAignabdre Hca TOWN OF SOUTHOLD �Suo BUILDING DEPARTMENT TOWN CLERK'S OFFICE 1py . oma` 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 #: 39858 Date: 6/10/2015 Permission is hereby granted to: Radich, Keith & Radich, Barbara 3005 Ole Jule Ln Mattituck, NY 11952 1 . To: Construction of an "as built" enclosed porch altered to living space to an existing one -family dwelling as applied for. At premises located at: 3005 Ole Jule Ln, Mattituck SCTM # 473889 Sec/Block/Lot # 122.-5-17 Pursuant to application dated 6/3/2015 To expire on 12/9/2016. Fees: u and approved by the Building Inspector. AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $540.80 CO - ALTERATION TO DWELLING $50.00 Total: $590.80 OQ B- g Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building.. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 $15.00 Date. New Construction: Location of Property Old or Pre-existing Building: (check one) House No. Street Hamlet Owner or Owners of Property: ) w ��� -.k- %?.jA &�w vc�. V—AA k6l Suffolk County Tax Map No 1000, Section , -450 Block ©S,,,C3e-j Lot 0 Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Date of Permit. Request for: Temporary Certificate Filed Map. Lot: Applicant: ka��j:�Alc�S­ Underwriters Approval: Final Certificate: (check one) Fee Submitted:"$ 'VApplicant S ature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 pF SOUj�o� �l • �Q NTV BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax(631)765-9502 roger. riche rKED-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Keith Radich Address: 3005 Ole Jule Lane City: Mattituck St: New York Zip: 11952 Building Permit #: 39858 Section: 122 Block: 5 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT' DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect F-1 Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: "AS BUILT" - Electrical Survey - No Visual Defects - Convert Screen Porch To Living Space Notes: Inspector Signature: Date: June 24, 2015 Electrical 81 Compliance Form.xls so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE &'CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: DATE I /ROU PLUMBING I ULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING m -e__ INSPECTOR TOWN -OF SOUTHOLD BUILDING DEPT. - 765 -1802 INSPECTION [ ]FOUNDATION IST [ ] ROUGH.'PLUMBING [ ]FOUNDATION 2ND [ ]INSULATION - [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8 CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) }�] ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: y(� vl,_ L ^ �G DATE -INSPECTOR 4 FIELD XN'SPEq�QN M- ?' RT DA= C0 •NTS CD FQUNDAITON (IST) �► i I FOUND4TION (2ND) { -� 0 o (� cn ROUGH FRAN=rr & y PLUMBING y INSULATION i'EA N. Y. STATE ENERGY G017T ZZ(` TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTA4ENT Do you have or need the following, before applying? TOWN HALL ;;,f ;:{ ;t:B,oard..ofHealth SOUTHOLD, NY 11971 sets of Building Plans: TEL: (631) 765-1802 Planning Board. approval FAX: (631) 765-9502 SoutholdTown.NorthFork.net ... .PtAMIT'NO. , Check ,t};11t, �Septic;Form .. N.Y.S.D.E.C. Trustees C.O. Application • Flood Permit Examined �; . , 20-„: �, Single & Separate Sto'rin-Water Assessment Form Contact: Approved , 20 ! � •,, Mail to: Disapproved a/c firyny_ ,,5 ZVn , R�Cn luA'11 Phone: Expiration , 20 nnwl' 4' ?. .r Build ector f. PLICATION FOR BUILDING: PERMIT JUN Z 2015 Date , 20 INSTRUCTIONS. , BLDG C)EPf. ---....... ... ......... . ....... ... TPVdf: OF 501j fU)!.D a�TTi�s applica ion e completely filled in by„typewritepor'in ink and submitted to the BuildingInspector with 4 sets of plans, accuratepfot plan to scale: Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,, relationship to adjoining prem, ises or public streets or ... .. ...... ........ ... _.. ........ ................. .-.. ..- _. m. .. 1.. .. . a areas, and waterways: ...« c. The work covered bythis application may not be commenced before issuance of Building Permit. d. Upon approval of this applicatiori,''Fthe`-Building Inspector will issue'aBuilding Permit to the applicant: Such a permit' shall be kept on the premises available- for inspection throughout the work. e. No building shall,be occupi6&6i'used in wh'ole:or1irtpart- for`ariy`purpose what,so.ever'uritil the Building Inspector issues a Certificate of Occupancy. f..Eyery building permit=shall expire_if the work_ authorized• has_not commenced withiwl-2' 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,D,epartment,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 of pplicant or name, if a corporation) (Mailing'address of -applicant)° State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder t Name of owner of premises (As on'the tax 'roll or latest ;deed) • . If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) - Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. >” = Location of land on which proposed work will be done: ,, lk \ House Number Street ^.;i`°ak,''Q i "rsF_;e3' s".s Hamlet County Tax Map No. 1000 Section �(:)Q n. Block! - _' .. Cc Lot s mo Subdivision Filed Map No. Lot 2. State existing use and=occupancy=of premises and intended use and occupan. y of proposed construction: ` a. ,Existing useand oocuparicy Iv\w1c. �'ap,ti•;��ia `SSC' b. Intended use and_occuparicy 10,V �i 5l . aa `'. •' f4�`. o a 3 3. Nature ofwork.(check whidh'hpplicable): New Building Addition Alteration_ X Repair Removal Demolition Other Work (Description) ' 4. Estimated Cost $ 16, ..Fee (To be paid'onifiling this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or"mixe'd occupancy, specify nature and extent of each type of use. 7. •D'innerisions of existing, structures, if any: Front 1 p t) Rear 1 a d [� Depth. . Height' ` �' `S Number of Stories 1 Dimensions of same structure with alterations or --.additions:, Front \. m 04 Rear In Depth :3$ , 33 Height Number of Stories 8. Dimensions of entire new construction: Front °` r ° a W'i .` l�' :. >'= Y Rear �--u -= "�•'' Depth l of , a2 Height Q Number of Stories ; tit 9: Size'of lot: Front U , Rear y `®' 's.;; f !Depth `7 q 10. Date •of PurcHase ' \ ' $�` �Nariie of Foi�riieif Qvvner'� I I.Zone'or used strict'in`which'premises'are'sitiiatedj``'s ..::,i=Ft. > i :.• :I:.= c: i<,.,, .. .. .. <. ..r: is i',. !iP... - � `.. ",7:c? 3 .,r „ f'? l� • ,ifi t.) 2-74 .s:: ; `�:1' 12. Does prop orlnaice;or,nt XEosedcoristluctton v olate niriglaw, S',, • -NQ ,}::•i'Sr:i �'4:: 5,: ;,'t: x:';•t �: �3� :ri i S:i �l• '((' , 13. Will lot.be re -graded? ;.YES.,..,,..NQWill:exeesslfi,-be;removedrom•,premises?-YES°:;, 14. Names.ofOwner, of,premises.; iiiti'�= .a�tv�aPidciressca 4 �a diPhori No.;,'. A.. 1 .o�ief9,- n 446 ,.Name'.ofArchiteet>Tc3.w� :�+;� a>> �.u:<=:j:, AddressT ,iz 1-- �►� � Name °of Contractor :d = ; ' ?` sf-Address - c a hone 15 a. Is this'property'Witliin' 10��feef ofa frd'ar'wetland'oi` a`fr'eshwater`wetlaiid?-*YES 110 v * IF YES, S'OUTHOL•ITTOWNTRUSTEES &`D.E:C'.`PE TS,MkI BE'REQUIRED:' b. Is this property ny wif'30'0` feet of.a tidalwetIand?'f*•`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. , r - 17: If elevation at any point on property3 is'at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants an' &re-strictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 1=1 if;,: being duly sworn;`deposes.arid says that (s)he is the applicant' (Name"of individual signing cont- `act)�alidv' 'nairied, �a. ... .. ... .+.�t! � 831,. � .,, ,ti: ...• :1�, i (S)He is the (Contr-a-Mr, Agent, Corporate Officer, etc.) .J 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 Pefore me this day of 20 _.._. CONNIE D. BUNCH ' —Notary Public, 3t Notary Public No: 01 BU8185ar ignatur pp of A, ica _. Qualifted 18ut" County Commiaelon Expires April 14, Scott A. Mussell ���°sU1fi 4STO]KMMA'7C')EIK SUPERVISOR M[AN A(G►]EMUEN T SOUTHOLD TOWN HALL - P. O. Box 1179 53095 Main Road - SOUTHOLD, NEW YORK 11971 'tom Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE E ]FO LlLO WING: (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ [2. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one -hundred -year f loodplain as depicted on FIRM Map of any watercourse. E109 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: tr��o lSismiurcl Contact Information . reyhonr NUlnR(t Property Address / Location of Construction Work: _Socl�5 FORM # SMCP - TOS MAY 2014 S.C.T.M. #: 1000 Date: l ict Section Block Lot FOR.LEPi11,T��1E\\,"i[_ USE t:).\1_. i . Reviewed By: (no �. _l Date:i / Approved for processing Building Permit. Stormwater Management Control Plan Not Required. ❑Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) UtJAUTIiO".f�PD ALTFR.:fiC}] OP. ADDITION TO THIS IS A VIOLATION OF SECTION 72G9 OI ThE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SLI:?VLY +AAP NOT FEARING THE LAND SURVE,Cp'S INKED SEAL OR EpBOSSLD SEAL 511t.1L NOT BE CONSIDERED TO 2E A VALID TPUE CO?Y. -U,4RANTEES I`;MCATED I:EP•EON SHALL RUN \ O :iY TO THE Pf°.SON F,: R WI]OM THE SURVEY IS PRFPARED AND OIJ HIS CEHALF TO THE TL'L: COMPPNY, DOVEMI.F.VT:.L AGENCY AND LpdD:4G INSTITUTION LISTU) !iEREON, AND TO THE ASSIGNEES OF THE LENDING INSTIr TUTION. GUARANTEES ARE NOT TRANSFERABLE TO F.DDITICNAL IN•'l;Uiii:C7S OR SU6SEQUfta nwNERS . C A-1 i � \ r• +� - r ru z� C• E N T t R G 4� �= �'1 Z? T s G S A� °' N°•�AQh .fin'' � t Lv 4 b� ' ArN _ ....7q 0J 93. 1 C �lS L�v�•CILCA rte, •rf'-rC� _ r IV, h -L S L k�' ��_ CGenerated by REScheck-Web Software �J(l Compliance Certificate Project Porch Renovation Energy Code: 2010• New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 45 deg. from North Climate Zone: 4 Permit Date: TBD Permit Number: TBD ��ED ARC MC '9 024549 O� �OF ii Construction Site: Owner/Agent: Designer/Contractor: 3005 Ole Jule Lane Mattituck, New York 11952 Compliance: Compliance: 5.0% Better Than Code Maximum UA: 40 Your UA: 38 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling: Cathedral 99 30.0 0.0 0.034 3 Floor: All -Wood joist/Truss Over Uncond. Space 97 18.0 0.0 0.050 5 Wall: Wood Frame, 16in. o.c. 87 13.0 2.0 0.069 4 Orientation: Right side Window: Wood Frame, 2 Pane w/ Low -E 12 0.300 4 Orientation: Right side Window: Wood Frame, 2 Pane w/ Low -E 12 0.300 4 Orientation: Right side Window: Wood Frame, 2 Pane w/ Low -E 12 0.300 4 Orientation: Right side Wall: Wood Frame„16in.'o.c• 64 13.0 2.0 0.069 2 Orientation: Front Door: Glass 40 0.300 12 Orientation: Front Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building as been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.5. d to coI with the mandatory requirements listed in the REScheck Inspection Checklist. -i ” �Cc Lamm L .rte /b Name - Title gna ure Date Project Notes: Conversion from Screened Porch to Living Space Project Title: Porch Renovation Report date: 06/02/15 Data filename: Pagel of 6 EXTENPEP 2X4 - 46' O.G. WOOP 5TUP5 UP TO R^FTER5 W/ R-13 FIP5ER01,A55 D, ---,TT IM5ULATIOH EXIST. RAFTERS 2X8 16' .G. EX15T. I'MRGLA55 REINP. ASPHALT SHINGLES I EXISTING ROOF FR^MIN0 UX15T 15# FELT ON 5/8' GPX PLYWOOP 51­1EATINO EXIST. FULLY APHEREP ICE ANP WATER 5HEILP T -O' UP FROM SAVE EPGE I I R-30 FIr5EfZ0LA55 DATT MULATION fr RENOVATION PXISTINO HOUSE EXI5TING CRAWL SPACE EXISTING FOUN7ATION EXI5TINO FOUNPATION EXISTING. GPO PLATE 4 ^LUMIN. TERMITE 5HIELP EX15T. 8" CHU FOUNPATION WALL W/ HA5TIC WATERPROOFING EXISTING CRAWL 5PACE EXIST. CONCRETE 5LAr> UNPI5TURDUP SOIL CROSS SECTION A' - A' WOOD FRAMING 1. WOOD SILLS TO BE 1(2 x 4) A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" LONG MINIMUM AT T-0" O.C. AND F-0" AWAY FROM CORNERS. 2. ALL HEADERS TO BE SUPPORTED BY 4" x 4" POST UNLESS OTHERWISE STATED, 3. PROVIDE DOUBLE HEADERS AND TRUAMERS AT ALL STAIR OPENINGS, FLOOR OPENINGS, BATHTUBS, AND UNDER ALL POSTS AND PARTITIONS RUNNING PARALLEL. 4. PROVIDE BLOCKING UNDER ALL PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. 5. BRIDGING TO BE EITHER SOLID OR I x, 3 OR 18 GA CROSS BRIDGING NOT TO EXCEED A MAX MUM 8'-0" O.C. 6. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2 x6 UNLESS OTHERWISE NOTED. 7. PRE-ENGINEERED LUMBER TRUSSES AND LAMINATED VENEER LUMBER SHALL BE INSTALLED AS PER MANUFACTURERS REQUIREMENTS. SPECIFICATIONS AND SHOP DRAWINGS WITH ENGINEERS SEAL SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 8. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. 9. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2 x 4 WOOD STUDS AT 16" O.C., U.O.N. 10. ALL EXTERIOR PLYWOOD SHALL BE CDX GRADE AND SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK AND MEET THE REQUIRED STANDARDS OF THE AMERICAN PLYWOOD ASSOCIATION. 11. ALL EXTERIOR EXPOSED WOOD MEM93ERS SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AWPA STANDARDS FOR WATERBORNE PRESERVATIVE TREATMENT. l l.a ALL LUMBER IN CONTACT WITH CONCRETE WILL BE PRESSURE TREATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AWPA STANDARDS FOR WATERBORNE PRESERVATIVE TREATMENT. l lb. ALL FASTENERS IN CONTACT WITH C014CRETE WILL BE HOT DIPPED GALVANIZED. 12. ALL WINDOW AND DOOR OPENINGS SHALL HAVE STUDS DOUBLED ON JAMBS, U.O.N. ALL DOOR AND WINDOW ROUGH OPENING HEADS TO BE SET AT 6-8" A.T.F, U.O.N. 13. PROVIDE 6-8" MINIMUM HEAD CLEARANCE ABOVE STAIRS AS PER N.Y.S. BUILDING CODE. 14. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH ONE LAYER OF 159 WATERPROOF BUILDING PAPER 15. JOIST HANGER, ETC. TO BE BY AN APPROVED MANUFACTURER FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW DOUBLE DIP GALVANIZED FRAMING HARDWARE. 16. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF TRUSSES ARE TO BE TIED WITH FRAME CONNECTIONS. 17. ROOF TRUSSES ARE NOT TO BE EXPOSED TO WEATHER WHERE POSSIBLE. IF ROOF TRUSSES ARE EXPOSED FOR LONG PERIODS TO WEATHERING THE GUSSET PLATES ARE TO BE PAINTED WITH RUSTOLEUM COAL -TAR EPDXY OR APPROVED EQUAL. 18. PROVIDE FIRESTOPPING AT ALL REQUIRED AREAS AS PER N.Y.S. BUILDING CODE. 19. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION (REFER TO CONSTRUCTION DETAILS). 20. ALL HEADERS EXCEEDING Y-0" SHALL HAVE DOUBLE JACK STUD WITH A DOUBLE KING STUD AND DOUBLE SILL PLATE. 21. ALL JOIST, HEADER, GIRDER AND RAFTER SIZING IS BASED ON DOUGLAS HEM -FIR FB=1,20OPSI, E-1,200,000PSI. 22. 'ACQ DESIGNATION REFERS TO CURRENT ARSENIC -FREE TREATED WOOD STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 23. 716.2.2 CONCEALED WALL SPACES. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 -FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL 24. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND EXISTING AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND PROTECT EXISTINO WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. 25. FLASH, CAULK, AND SEAL ALL JUNCTIONS OF NEW AND EXISTING ROOFS, WALLS, AND PENETRATIONS TO FORM A WATER TIGHT ASSEMBLY. 26. SIMPSON CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING CONDITIONS EXIST. WOOP FA5CIA E>OARP - VINYL COVEREP. EXIST. VENTEP VINYL SOFFIT. ,POUr5LE 2X4 PLATE POUr5LE 2X6 WP. Hr -APER OVER ALL WINPOW5. VINYL 51PINO OVER 1/2' POP INSULATION r5OARP / + 4/2' GPX PLYWOOP 5HEATHINO + VAPOR r5ARRIER. 2X4 WOOP 5TUP5 - 16' 0.0 WITH /R-13 FIr>ER01-A55 ®ATT INSULATION CONT. 2X4 PLATE EX15T. 3/4' T 4 0 PLYWOOP OVER / 2X6 FLOOR J015T5 - 46' 0.0 WITH NEW R-49 HDVROLA55 GATT IN5UL.ATION rk . 15T. f1l. mv 2" X 2'-0' R101P POLY5TYRENE PERM. INSULATION. _- EX15T. 5/8" X 1'-6' ANCHOR 60LT5 .EXIST. CONT. CONCRETE FOOTING GENERAL NOTES 1. THE ARCHITECT AND/OR ENGINEER WILL NOT HAVE CONTROL OVER OR CHARGE OF AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE AND PROCEDURES, OR FOR SAFETY PROGRAMS IN CONNECTION WITH THE WORK. 2. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AND/OR ENGINEER BEFORE PROCEEDING. 4. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC. 5. DISPOSAL OF ALL WASTE OR DEBRIS RESULTING FROM THE WORK SHALL PERFORMED IN A LAWFUL MANNER AS PRESCRIBED BY THE LOCAL AUTHORITY. 6. CONTRACTOR SHALL ADEQUATELY BRACE AND PROTECT HIS WORK AND PROTECT ADJACENT PROPERTY FROM LOSS OR DAMAGE DURING DEMOLITION AND CONSTRUCTION. IN THE EVENT OF SUCH LOSS OR DAMAGE, CONTRACTOR SHALL MAKE SUCH REPLACEMENT AS REQUIRED. 7. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE ASCE STANDARD MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND COMPLIES WITH THE WIND LOADING REQUIREMENTS FOR A PARTIALLY ENCLOSED STRUCTURE. 8. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE 2010. 9. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW YORK STATE RESIDENTIAL BUILDING CODE 2010. 10. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES SPECIFIED IN SECTION 1609 AND THE SEISMIC LOADS SPECIFIED IN SECTION 1615 OF THE NEW YORK STATE BUILDING CODE 2010. 11. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, SUB -CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HERE ON. 12. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC, REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS, 13. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL GOVERN. 14. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS, ETC.) MAY BE USED IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE IS GRANTED) HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND SUBSTITUTIONS WHICH HE PROPOSES. 15. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LOAD, 16. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION I AND PRIOR TO ORDERING MATERIALS. 17, GRADING AROUND CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONTOURS. 18. MINIMUM Area OF WINDOWS SHALL BE 8% OF EXTERIOR WALL AREA. VENTABLE AREA SHALL BE 4% OF EXTERIOR WALL AREA. 19. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND No EXTRAS WILL BE ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS INDICATED. 20. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS ON THE JOB AND THE ENGINEERS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS. PROVIDE DIMENSIONS SUBJECT TO ACTUAL FIELD CONDITIONS AND NO CREDITS OR EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'-0' IN ANY MEASUREMENT, 21. CONSTRUCTI❑N SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CERTIFICATE OF OCCUPANCY. 22. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT AND SHALL HAVE A MINIMUM OF 3'-0' OF COVER. IF CONTRACTOR ENCOUNTERS POOR SOIL CONDITIONS, .THEN HE SHALL STOP WORK AND NOTIFY ARCHITECT. 23, CONTRACTOR IS TO SUPERVISE ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING FORM WORK AND PLACEMENT OF CONCRETE. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. 25. CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING WATER, SANITARY, OR UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAKE AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. 26. PROVIDE FLASHING AT ALL VERTICAL/HORIZONTAL JUNCTIONS AND STEP FLASHING AT ALL JUNCTIONS AS READ. 27. INSULATION ON THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BE FIBERGLASS BATTS (U.O.N.), SIZE AS INDICATED ON DRAWINGS WITH A VAPOR BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND WINDOWS AND DOORS WITH INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND INSTALLED IN ACCORDANCE WITH N.Y.S. ENERGY CODE. 28. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2' GYPSUM BOARD EXCEPT, U.O.N. PROVIDE WATERPROOF TYPE WALLBOARD IN AREAS OF MOISTURE AND CEMENT BACKER BOARD ALL SURFACES TO RECEIVE TILE. ALL BATHROOM AND KITCHEN AREAS TO HAVE WATER PROOF TYPE WALLBOARD. 29. ALL INTERIOR DOORS SHALL BE STAINED GRADE (U.O.N.) 6'-8' HIGH x 1-3/8' x WIDTH AS NOTED ON DRAWINGS. CONTRACTOR TO COORDINATE HARDWARE TYPE AND FINISH WITH OWNER. 30, ALL WINDOWS SHALL HAVE DOUBLE -INSULATED GLASS, INSECT SCREEN AND EXTENSION JAMBS AS REQUIRED. ALL WINDOWS SHALL BE PERMANENTLY AND LEGIBLY MARKED. 31. iALL WINDOWS BELOW 18' A.F.F., GLASS DOORS, SHOWER DOORS AND ENCLOSURES, BATH TUB DOORS & ENCLOSURES SHALL BE TEMPERED GLASS TO CONFORM TO NY CODE R308 SAFETY GLASS REQUIREMENTS. 32, ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE, U.O.N. 33. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, REPRESENTATIVE SAMPLES SHALL BE MADE AVAILABLE TO THE FIRE MARSHAL FOR APPROVAL PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. 34. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LIGHTING, COURSING, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE AND RELOCATE ANY PARTITIONS, WIRING, PLUMBING, AND DUCTWORK THAT MAY BE CONCEALED IN WALLS OR CEILING BEING REVISED, TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. 35, ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE AND N.Y.S. BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. 36, THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL DEBRIS AND EXCESS MATERIALS TO THE SATISFACTION Or THE OWNER, INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. 37, REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS, SIGNED BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION TO THE GENERAL CONTRACTOR. 38, ALL CONSTRUCTION IS TO CONFORM TO N.Y.S. AND LOCAL BUILDING CODES, 39, ALL PLUMBING IS TO CONFORM TO LOCAL AND COUNTY HEALTH REQUIREMENTS. 40, NOTIFY ENGINEER OF ALL CHANGES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CHANGES WITHOUT NOT IFICATION. 41, INSTALL SMOKE AND CARBON MONOXIDE DETECTORS IN ACCORDANCE WITH ALL MUNICIPAL AND STATE CODIE REQUIREMENTS. FOUNDATION NOTES 1. ELEVATIONS SHOWN ARE REFERENCED TO DATUM W-0". 2. THE FOUNDATION CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND SUBMIT FIELD SKETCHES AS MAY BE REQUIRED FOR ENGINEER APPROVAL BEFORE STARTING ANY FIELD WORK. 3. FOUNDATION CONTRACTOR SHALL SUBMIT TO THE ENGINEER, AND SHALL FILE WITH THE BUILDING DEPARTMENT, DRAWINGS SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK SHOWING PROPOSED PROCEDURE, DETAILS, ETC. AS REQUIRED FOR UNDERPINNING, IF NECESSARY. 4. FOR ORIENTATION OF FOOTINGS SEE PLAN. 5. CONTRACTOR IS TO SUPERVISE ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING FORM WORK AND PLACEMENT OF CONCRETE. 6. CONCRETE FOR WALLS SHALL BE 4,000 PSI CONTROLLED STONE CONCRETE. CONCRETE FOR FOOTINGS AND PIERS SHALL BE 4,000 LBS. PER SQUARE INCH CONTROLLED STONE CONCRETE. ALL CONCRETE AS PER CODE. 7. ALL SLABS ON GRADE SHALL BE POURED IN ALTERNATE PANELS NOT EXCEEDING 800 SQUARE FEET BETWEEN KEYED CONSTRUCTION JOINTS. 8. EXTERIOR SURFACES OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE DAMPPROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. 9. ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF ASTM -A-615 GRADE 60 AND ASTM A775 UNLESS OTHERWISE NOTED. ALL LAPS SHALL BE AS PER LAP SCHEDULE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL BE CONTINUOUS, UNLESS OTHERWISE NOTED. 10. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL ADJOINING FLOORS HAVE BEEN POURED AND CURED FOR SEVEN DAYS, UNLESS WALLS ARE PROPERLY AND ADEQUATELY BRACED. 11. PROVIDE SLOTS, HOLES AND OPENINGS IN FOUNDATION WALLS ARE REQUIRED FOR ELECTRICAL AND MECHANICAL TRADES. PROVIDE ADDITIONAL REINFORCING AS SHOWN ON TYPICAL DETAIL. 12. UNLESS OTHERWISE NOTED, SLAB ON GRADE SHALL BE 6" THICK, WITH WELDED WIRE MESH (ULTIMATE OF 70,000 PSI MIN.) STYLE 6"x6" -W8 PLACED NEAR TOP. LAP ALL MESH A MINIMUM OF 2 FULL SQUARES. 13. CONTRACTOR SHALL COOPERATE WITH OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BUILT-IN WORK, SLEEVES, INSERTS, ETC., AS REQUIRED FOR A COMPLETE JOB. 14. ALL CONCRETE FOR SLAB ON GRADE, UNLESS OTHERWISE NOTED, SHALL BE 4,000 PSI CONTROLLED STONE CONCRETE PROVIDED BY THE CONTRACTOR 15. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT WHERE SPECIFICALLY SHOWN ON DRAWINGS WITHOUT THE APPROVAL OF THE ENGINEER. 16. SEE HOLE BORINGS FOR SOIL AND WATER TABLE INFORMATION. 17. ELEVATIONS, PLANS PICTURES & WALL FOUNDATIONS AT ADJOINING PROPERTIES ARE FROM BEST AVAILABLE INFORMATION AND NOT NECESSARILY COMPLETE AND ARE DETERMINED FROM SURVEYS AND DESIGN DRAWINGS, AND ARE FOR GENERAL INFORMATION ONLY AND MUST BE VERIFIED IN FIELD. 18. SEE ANCHOR BOLT CODE REFERENCE ON THIS SHEET FOR ANCHOR BOLT INFORMATION 19. MATERIAL DESIGNATED IN THESE GENERAL NOTES, DRAWINGS OR SPECIFICATIONS AS "SELECTED FILL" SHALL BE SOIL OF SOIL -ROCK MIXTURE. THE MATERIAL SHALL BE CLEAN AND FREE OF DEBRIS OR ANY FOREIGN SUBSTANCES. "SELECT FILL", "CONTROLLED FILL" AND/OR "ENGINEERED FILL" SHALL ALL HAVE THE SAME MEANING. WHERE FILL IS USED AS BACK FILL BEHIND FOUNDATION WALLS AND UNDER SLAB -ON -GRADE CONSTRUCTION, IT SHALL BE SELECTED FILL AND SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557. A SIX INCH THICK POROUS FILL SUBGRADE AND VAPOR BARRIER SHALL BE PLACED BELOW ALL SLABS ON GRADE AS SHOWN AND/OR SPECIFIED. IIfI REVISIONS I JOB NOI SHEET I NO I REVISION I DATE I OWN. I APP -D. I QA I HOMEOWNER'S ADDRESS K. RADICH 3005 OLE JULE LANE MATTITUCK, NY 11952 TEL:631-457-3399 je,ED ARC P Mc F 9�. X24549 y0Q F OF NE�� JOB TITLE DWG. TITLE RADICH RESIDENCE SECTION AND GENERAL NOTES DATE 05/15/15 ACCT. NO. NA I SHEET 2 OF 2 SCALEATED JDWN. BY TPM I REV'D BY TM I JOB NO. 01-2015 1 DWG. NO 'A INDIC. h