Loading...
HomeMy WebLinkAbout36815-ZTown of Somhold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 10/16/2012 CERTIFICATE OF OCCUPANCY No: 36009 Date: 10/l 6/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 670 Gillette Drive, East Marion, Sec/Block/Lot: 38.-2-7 Filed Map No. conforms substantially to the Application for Building Permit heretofore 10/24/2011 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions & Alterations to a Single Family Dwelling: Lot No. filed in this officed dated 36815 dated 11/15/2011 Bedroom, Bath, Walk-in Closet, Deck, as applied for. The certificate is issued to Ko~vich, Kurt & Gertrude (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 5/3/12 36815 10/11/12 2,umbing & Heating TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONR UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36815 Permission is hereby granted to: Kosavich, Kurt & Gertrude Date: 11/15/2011 340 Rushmore Ave Carle Place, NY 11514 To: Additions & Alterations to a Single Family Dwelling; Bedroom, Bath, Walk-in Closet, Deck, as applied for. At premises located at: 670 Gillette Drive, East Marion SCTM # 473889 Sec/Block/Lot # 38.-2-7 Pursuant to application dated To expire on 5/16/2013. Fees: 10/24/2011 and approved by the Building Inspector. CO - ADDITION TO DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $552.40 $602.40 Building Inspector Forra No. 6 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANCY This application must be filled in by typewriter or ink a.~l submitted to the Building Department with. the f~llo.wing: A. Fur 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 D~,pt. of water supply and sewerage-disposat (S-9 form~. 3. Approval of electrical installation from Board 6fFire underwriters. · 4. ',~w. om statement from plumier ce~dfying that the solder used in system con/mina less than 2/10 of 1% leacL . 5. Commegoial building, industrial building, multiple residonoe~ and similar buildings and installations, a certificate of Cod~ Compliaacc'from architoet 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} fion-eonfoFming us~s, or buildings and "pre-existing" land uses: 1. Ae~au'ate survey of proPerty showing all property lines, streets, building and unusuM usturai or topographic features. 2. A properly e~mp!eted 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. F~es 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swinuuizig PO01 $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 New Construction: . Old or Pre-existing Building: Location of Property: 670 ~Lc '/'/'"~ -~ Hous~ No. Street Owner or Owners o.f Preperty: Suffolk .County Tax Map No 1000, Section 8ubdivisi0u pla'mitNo. ~(~ I~' Dat¢ofPea-mit.//-~/5'- // Date. // (check one) Hamlet Block Lot Filed Map. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Foe Submitted: $ UnderwrReti; Approval: Final Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765~9502 ro.qer, r chert~town southold.ny, us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRIClAL COMPLIANCE SITE LOCATION ssued To: Kosavich ~,ddmss: 670 Gillette Dr City: East Marion St: NY Zip: 11939 3uilding Permit #: 36815 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Shore Power Electrical LicenseNo: 42536-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCl Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures ~ HID Fixtures [] Wall Fixtures ~ Smoke Detectors Recessed Fixture~ I 71 CO Detectors Fluorescent Fixture[~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures L~ TVSS 3-combination smoke/co detectors, 1-paddle fan, 1-exhaust fan, 1-ARC fault CB Notes: Inspector Signature: Date: Oct 11 2012 81-Cert Electrical Compliance Form.xls CERTIFICATION Building Permit No. Owner: Date: ., (Please print) Plumber: ~.~[~r')~)~/ ~lO(f)bj[4~ ~ (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% ,/ (Plumbers Signature) Sworn to before me this ~2~ V'f~ day of ~ , 20 )~- Notary Public, ~A~-12ounty CONNIE D. BUNCH Notary Public, State of New Yor~ No. 01BU6185050 Qualified in Suffolk Cc,~ r: ... TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / INSPECTION [[ ~FFO~:::TT'i:: 125.~ [[ ]]~:sUuGHLAT~LOBNG' [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PF..NEI'R~TION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA~.~ (FINAL) REMARKS. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~UNDATION 2ND [ ] INSULATION ['/] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [] FIRE RESISTANT PENETRATION [R ~ ~E~FI~AL?~G H )~,~ [I E/L~~NAL) DATE __ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ,~]'~OUGH PLBG. [ ] F~DATION 2ND [ ] INSULATION [,/J FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS.[ ] ELECTRI.CAL (ROUGH)~[ ] ELECTRICAL~/c (FINAL) DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ]R_/OUGN PLBG. /r FOUNDATION 2ND [-~,/]' INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIS'rANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH} [ ] ELECTRICAL (FINAL) REMARKS: ./~-d ~/q~, ;~t' .~ ~7~/~ ~ DATE INSPECTOR~'~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSU/I.LATION FRAMING/STRAPPING ~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO.UGH) [ ] ELECTRICAL (FINAL..) REMARKS:r ~ g~/ ~- ~.~ - DATE~~---~INSPECTOR__~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU~J~ION [ ] FRAMING/STRAPPING [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ I FIREPLACE & CHIMNEY I I FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) REMARKS: [ ] ROUGH PLBG. []INSULATION ]FINAL ]FIRE SAFETY INSPECTION ]FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) DATE INSPECTOR~ TOWN OF SOUTHOLD B.U~LDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net PERMIT NO. 1o- g-\ ,=0 t t Examined Approved ~t~^, //~3}/ Building Inspector ~'~/ 0~"~ 2~ 'ZU"Xt"~'AIPLICATION FOR BUILDING PERMIT ~ INSTRUCTIONS BUILDING PER.MIT APPLICATION C, Do you have or need the following, before, Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Kobo Mailto: 3~O ~o~a~- -IO - ,20 il 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 alter 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 tbr an addition six months. Therealter, a new permi~ shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance cfa 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 ct'applicant or name, it'a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises [<ogT ~ 'T~oBY [<.c~%~'t g-~ (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 wgrk will be done: House Number Street $0 County Tax Map No. 1000 Section ~ Block Subdivision Hamlet oL Lot Filed Map No. Lot State,existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy_. 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition ~ Alteration Other Work_ k~f'¢ lC 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing this application) .Number of dwelling traits on each floor If business, conm~erciai or mixed occupancy, specify nature and extent of each type of use. Dimensions ~f ~existing structures, if any: Front ,5-3 ~ Rear ,5'J ~ Depth Height. /~t I Number of Stories I Dimensions of same structure with alterations or additions: Front ~.<.3 1 Rear ~,~' Depth ¥0: ~'" Height ! ~ '- / Number of Stories 8. Dimensions of entire new construction: Front ~q'-t~ Rear Height Irt L I~" Number of Stories 9. Size of lot: Front Rear 10. Date of Purchase.. {qO{o Name of Former Owner Depth 11. Zone or use district in which premises are situated ZO~x.\~ ,, ~* 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~, 13. Will lot be re-graded? YES NO_'/x Will excess fill be removed from premises? YES NO )z 14. Names of Owner of premises Address Phone No. Name of Architect ~,~ ~ac- [,O~, Address'P.0,~.l{,'l~ ~0~¢t~Phone No..¢3~- '7{oc7- i ~,lv~ Name of Contractor Address .Phone No. 15 a. Is this property within 100 feet cfa tidal wetland or a freshwater wetland? *YES NO ~ff * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet cfa tidal wetland? * 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 property9 * YES NO · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF _) __ ]~oII_W' [~o%~d ,~x being du!y sworn, deposes and sa~s that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH (S)He is the (2) b,J N.~F'~..._ Notary Public, ~e ol' New York (Contractor, Agent, Corporate Officer, etc.) No. 0i ~JC, l.7,~$O ----- Qualified in Suffolk County Commission Expires Apfl 14, 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 thk ~-~l 5~ ~ day of-~)Q~/,Oa~ 20 { / /< Notary Public ' Signature of Applicant Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM ~ ~ ~ 0 ~'~ STORM-WATER~ GRADING, DRAINAGE AND EROSION CONTROL pLAN 0~let 8~ct~n aka< Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPEOFWORK - PROPOSED CONSTRUCTION fi'NM# / WORK_ASSESSMENT [ Yes No a. Wha(include$ the TOtaTotal AreaArea of the Project ParostS?of all Parcels located within · '~-- I Will this Projec~ Retain AIl Storm-Water Run-Off I I, ~(~ Generated by a Two {2") Inch Rainfall ~'1 Site? the Scope of Work for Proposed Consavofion) (This item will include all mn-off created by site ,~ r~ b. What is the Tofa[ Area of Land Cleadng ~ (S.F. I AO~S) cieadng end/or construction acavitJe$ as well as all -- and/or Ground Disturbance ~ the proposed ~g~ Site Improvements and the permanent creatio~ of construction acflvi[y? impervious surfaces.) (~F.~,,,~) 2 Does the Site Pta. n and/or Survey Show Ait Proposed ?ROVTDE ;BRIEF ?RO.,'F_.,C~ DESCRtt't'ION r~u~u~.~# ~ Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and -- Sinpas ~Bng Sudace Water Flow. 3 Do~ the Site nan and/or Survey dascdpe the erosion and sedimeat control practices that w~l be used to control site erosion and storm water dtschanges. This item must be maintained throughout the Entire ConstTuctJon Pedod. 4 Will this Project Require any Land Filling, Grading or Excavation where them is a change to the Natoml Exis~ng Grade Involving more than 200 Cubic Yards of Matedel within any Parcel? 5 Will this Application Require Land Disturbing AcUvtties v' Encompassing an Ama in Excess of P'qve Thousar'~ (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? is this Project within the Trustees judsd/ctio~~L~ aen~r~t DEC SWPPP Requirements: or within One Hundred (100') f6~t of a Wetiand or which Exceed Fiff.,e,?n (15) feet of Veracel Rtse to [ including Co~st ruc{ion ac~J~bes bWo~vlng s~i ~sltlrbances of leSS then orm (t) ~ where One Hundred (100 ) of Horizontal Distanoe? ~ requlre~, post~:~,s'~ian storm wate~ rnmagemem prances tha~ w{ll be used and/~ Removal of Vegetation and/or the Construction of anyI I CONNIE D. BUN(.;H 5q'ATE OF NEW YORK, -., r..t..m~o~'="'~ L- V-. SS Notary Put,e, State ~' ~w Yor~ COUNTY OF ....................................... No. 01BU61 ~5050 ~. Qualified in Suffolk County Ow~ler and/or representative of {the Owner or Owners, mid is duty anthorized to perform or have performed {the said work and to make and file this application; that ail statement, contailled hi this application are ti'lie to the best of h£s knowledge and beliet; and that fl~e work will be performed in {the mannex set fo~d~ in the application filed herewith. Sworn to before me this; ~ FORM - 06/10 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 1 I971-0959 April 30, 2012 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631 ) 765-1802 Fax (631 ) 765-9502 Kurt Kosavich 340 Rushmore Ave Carle Place, NY 11514 Re: 670 Gillette Dr., East Marion TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) v// Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. __ Final Health Department Approval. ~..~lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) __ Final Planning Board Approval. (Planning # 765-1938) __ Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36815 - Addition/Alterations BUILDING PERMIT EXAMINER CHECKLIST ~ Date Submitted: Io-' 4-1J t ate aeviewed: t · ~-a-chiteet~ngiaeer: ~ ~ Estimated Cost: SCTM# tOOO .~ ~' -- ~L F Subdivis,on: ~/~7~one: Property Addr~s: ~ ~0 ~ ~ City:~~ PreCOs?._ Building Permits (Open/Expired): B~[ J/-Z/~0 z- ,Info: PWa~N~BP~-ZI~O~ , Info: BP~-Z / ~0 Z- , Info: BP ~ -Z / C/0 ~ , ~fo: BP~-Z / ~0 ~, Info: 8~gle & Separate Search Required? Y o~Determination: ~Q. ~t S~e: ~O ~ ACT. ~t S~e: ~Q. Front ~ ACT. Front o ~ ~Q Side ~Q. Height. ~~ ACT. Height O~ ~roject D~cription, ~ Waterfront? Y o~ Ify~, water body:. ' Panel~ - ADDITIONAL APPROVALS REQUIRED [~/-~U$(q-) $l~n~, S~L~b a/~$uRVt~¥ ~ Suffolk County Health: Y o~- If yes, *Bed~: ~ *Date: / / *Permitg: Town Septic: - If no, certification required: Y or N Received: Y or N By: ~S DEC: ea~c~nn~ Y or~ Date: / / Permit ~: or NJ Letter - Notes: Southold Trustees: Y or~ Date: / Permit ~: or NJ Letter - Notes: Southold ZBA: Y o~ Date: / Permit ~: - Notes: Southold Planning: Y o~- Date: :/~/~ Permit ~: - Notes: Town Landmark C of A: Y o~ DTE: / / *~S CODE ~ompliance (page 2): Y or N~_ Fee Structure: Calculation: Foundation: SF ~rgj X$, =$ 3-~K-gL, t'~0 First Floor: ~ ~r { SF + Initial Fee: $ a9-o O, o 0 S~ond Floor: SF + Additiongl Fee ( ): $ Other: SF SF X $, =$ Total: g ~ SF + ~iti~ Fee: $ + Additional Fee ( ): $. AS BUILT FEE ~ TOT~:$ ~, ~O NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Groun~t Snow Load: 20 Weathering: Severe__ Frost Depth: 36" __ Design Temp: 11 __ Ice Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: · HEIGIiIT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITEILIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/lq HEAl)ERS: Y/Ix' WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/IN LUIM[BER SPECIES AND GRADE: Y/N Wind Speed: 120MPH Seismic Design Category~ B . Termite: IH-H Decay: S-M Flo~d Hazards: GL1LDERS: Y/N ROOF ILAR~ERS: ¥/N WD4DOW AND DOOR SCHEDULE: · NIISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING ILISER DIAGRAM: LOCATION OF FULE PROTECTION EQUEPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N (Re$¢~{EC~ TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) ~0~ (~ 0 o '0 O~ SURVEY OF LOT 26 MAP OF MARION MANOR FILE No. 2038 FILED MARCH 18, 1953 SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C, TAX No. 1000-,38-02-07 SCALE 1":20' SEPTEMBER 22, 2011 AREA = 11,866 sq. ff. 0.272 oc. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF Nathan Taft Corwln III Land Surveyor PHONE (631)727-2090 Fax (631)727-1727 GENERALNOTES: CONTRACTOR N 0 T E S GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTiON Notes. 1. GENERAL~ ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF RIVERHEAD, NEW YORK, BUILDING CODE, AND ALL WORX SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF RIVERBEAD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES, BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF RIVERHEAD, NEW YORK, AGENCIES MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWrNGS, 2, THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA, THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS, THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURrNG THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL ANB SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 5, PLUMBING, ELECTRICALS, ETC, PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSEB rN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILD[NOS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUrRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS, 7. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 8 ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH 9, LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND OAK ASSOCIATES, LLC, NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED O. THE CONTRACTOR IN COORDINATING THE WORK WrLL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE RESOLUTION. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, ANB HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS, THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH ARCHITECTURAL FEATURES AND STRUCTURE, ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S A~ENTION FOR IMMEDIATE RESOLUTION, THE REAR OF THE HOUSE COATED COPPER SLEEVES / COVERS NOTE: ALL VENTS ARE TO BE LOCATED AT ALL VENT PIPES ARE TO HAVE LEAD ROOF MASTEF HOUSE TRAP All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better, 2. All structural wood shall be in accordance with the national design speciRcaNons for wood construcbon - Nailing scheduJe shall be in accordance with the specified code, ¢. Pre-manufactured trusses, a. Ali trusses shall be "shaped" ms shown on architecturar cross sections, b, Trusses shall bemr a boca number and shall be manufactured by a registered manufmcturer. 5, Erect and brace trusses in accordance to truss plate institute recommendetlons, 6 Plywood sheathing, a, All plywood shah be in accordance with the American Plywood Association (APA) spec[Bcotions, b, Plywood sheathing shall be continuous over two or more spans with groin of face plys Dcross corporation or equal 7. All silts shall be pressure preservative treated (.4 PSF retention) GYP #2 or better. 8. Design vaJues: a. Framing Lumber: DF (north) No. 2 or better Fv = 95 PSI Fb 825 PSI 9 Design values: m, Laminated Veneer Lumber (LVL): E - 1,900,000 PSI Fv = 285 PSI Fb = 2600 PSI DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE latest editlon. supports DEERKOSXl, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFE~ PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN THE USE OF THESE DRAWINGS ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE BRAWING OR CONTRACT DOCUMENTS. DOCUMENT NOTES THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS, ALSO, THE CLIENT AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMrC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. PLUMBING RISER DIAGRAM (NTB) OROUND WINED j SEISMIC SNOW 1 DESION LOAD SPEED (mph) CATEGORY 45 Ibs/sqft/ 120 Imph) / DESIGN CRITERIA PRESCRIP~ME DESIGN WEATHERIING C SEVERE USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY HEIGHT FIRE AREA LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT BECK FRAMrNG MATERIAL CCA NC PINE #2 AND BETTER AREAS OF STRUCTURE EX, CRAWL SPACE NA EX, BASEMENT 948 sq, fi, EX, FIRST FLOOR lOGO sq, fi. NEW FIRST FLOOR 362 sq, fE NEW CRAWL SPACE 5§9 sq. fi, qEW BALCONY NA _OFT NA ATTIC (HOUSE)to) 562 sq, fi. ATTIC (HOUSE)(b) NA GARAGE NA ATtO (GARAGE)tm) NA BONUS ROOM NA ~CREENED PORCHES NA ~UNROOM NA )ECKS 351 sq, fi, 2OVEREB PORCHES NA ;OVERED ENTRANCE NA ]OOL HOUSE/ CABANA NA ~CCESSORY STRUCTURE NA CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (o) WITHOUT STORAGE (b) WITH STORAGE SUBJECTFROSTDEPTHs,_ o"LINETODAMAGEMoDERATEFROMTERMi~:TO HEAVY SLIGHT DECAYTo MODERATE 11 WINTER I ICE SHIELD DESIGN UNDERLAY FLOOD TEMP, MENT REQUIRED HAZARDS degrees YES 198A/1998 WIND EXPOSURE CATEGORY C MINIMUM UNIFORM DISTRIBUTED UVE,LOADS (In pounds per square root) USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (0 40 10 PASSENGER VEHICLE GARAGES to) 50 (~) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 AT'CS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPIND ROOMS SO 10 STAIRS GUARDRAIL AND HANDRAILS Cd) 200 (c) 10 ROOF 30 10 o) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,00D- POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER B UNITS IN 12 UNITS c) INDI~DUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A BOO-POUND CONCENTRATED LOAD ACING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE ~TH SECTION R80210,1 e) SEE SECTION R502 2,1 FOR BECKS ATTACHED:TO EXTERIOR WALLS TABLE R402 2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSION STRENGTH (o) (lc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNCATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,5D0 (c) BASEMENT WALLS, FOUNBA~ON WALLS, EXTERIOR WALLS AND OTHER VER~CAL CONCRETE WORX EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 5,500 (d) FOR SI: 1 POUND PER SQUARE INCH + 6,895 kpa (a) AT 28 DAYS PSi (b) SEE TABLE R301,2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND TNA~NQ DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT, (e) SEE SEC~ON R402,2 FOR MINIMUM CEMENT CONTENT, 5 6 7 REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION, 2. ~ A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A B, LOCKED AREA. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH MATERIALS ARE TO BE KEPT AWAY FROM HEAT. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, G, ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORXING HOURS, CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE GAS TO BE USED DURING CONSTRUCTION 5. DUST CONTROL; A. DEBRIS, DrRT AND DUST TO BE XEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, B, CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR C. HEAVY DROP CLOTHS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUrLDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION, NOISE AFTER HOURS, A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS'. 8AM TO 6PM, MONDAY TO FRIDAY, B. EXCEPT LEGAL HOLIDAYS, CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF BEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER, CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS, SPECrAL SAFETY NOTES ALL CONTRACTORS AND THEIR REPRESENTATrVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRJOR AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WrlTHIN GOOD SAFETY PRACTJCES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERN[NO REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. [F UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO Hrs ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION rs UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR OWNER. THE BEGINNING OF WORK SHALL. INDICATE :SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. PROVIDE SINGLE AD MULTIPLE-STATiON SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING COBE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HIGH WIND EDITION NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ALL SIMPSON HANGERS HAVE BEEN CERTIFrED BY AN ENGrNEER T~3 HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR FACH CASE. _SHEATHING NOTES: . ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDDLF OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMrLY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2NB FLOOR BOX ,BEAM (.3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND A~IC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE Nlq SU3STITUT:[BNS AL[ Enamim9 hardware shown on ~hese p[L~ns, unless o±herwise indicated, is Simpson S~romg-Tle, No substitutions &pa opproved or ~u~horlzed, Due ~o ~he relationships o¢ Fa&ming h~dwone ~o ~he o~he~ components GE ~he s~nuc~une, ~ny E~min9 h~ndw~ne substitutions wiLL meriden ~hese pLAns null ~nd void, Gad wNL nesut~ in ~he ossumin§ responsibility For the deslBn penEonmGnce o¢ ~he empire system, COMPLY WiTH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED ......... g q'IC ..... ,f/,/ SOUTH LANNING BOARD /V./_/C___s0 / . TOW ES APPROVEDASNOTED FOR ~URED CONC~ II ~ ~L~F~ ~ COPYRIGHT 2011 D,A.K ASSOCIAES, LLC, ALL FLOOR PLANS AND ELEVA~ONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WI]HOUT WRITTEN AU BOREAl]ON, ALL PLANS AND DESIGNS ARE THE SOLE PROPERS" OF D.A.K. ASSOCIATES, LLC ]HE RIGHT TO BUILD ONLY ONE SgRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO ]HE BUYER, Acceptance of these drowings does no~ euthorize the right to build without the ou(horizoNon of local governing agencies, such es Suffolk Cuunty Dept. of Health Services, Town Building Departments, DEC, FEMA, etc, Verify 0il conditions, codes, 0nd requirements with such agencies prior t0 c0astructf0n, D.A-K ASSOC/ATES, ~ g, oTn $1mef phone: 1~31}7~7-~071 Weslhampt~qBeach, NewY~ 11978 f~ {~31}466-3354 E-mail: C,krme/~8~,com These drowfngs Gad speclficoNons including the ideas, design end orr~ngements represented therein, are the property of D,A,K ASSOCIATES, LLC. No p~rt thereof shell be copied, disclosed to others or used in connection with ~ny work or project other then Ion which they heve been prepared without written consent. FORK NOTES: OCCUPANCYOR USEIS UNLAWFUL WITHOUT CERTIFICATE OFOCCUPANCY RETAIN STORM WA'I R RUNOFF PURSUANT TO CHAPTER 2,38 OF THE TOWN CODE PLUMBER CERTIFICATION ON LEAD CONT NT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF I% LEAD. ROJECT; ADDITION TO THE KOSAVICH RESIDENCE ELECTRICAL INSPECTION REQUIRED 670 GILLETTE DRIVE EAST MARION, NEW YORK 3RAWING TITLE: GENERAL NOTES PLUMBING RISER DIAGRAM ~ET: ISSUED FOR: DATE: MODEL NO, H7 H§ MODEL NO, LFTA MODEL NO, MTS16 MTSBO LST20 MODEL LTP4 MODEL NO. HD2A MODEL NO SP4 MODEL NO NO. MODEL NO, SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION LA%RAL UPLIFT (133/160) NOTE REFER TO SIMPSON WOOD CONSTRUCTION CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES (TOTAL) DIMENSIONS FASTENERS RER CUT LENG~I FASTENERS ALLOWAOLE~NSION LOADS NAIL SPAQNC HOLDOWq DEFLECTION AT HIOHEST ALLOWABLE LOAD DESIGN WHEN RAISED OFF 0,077 CODE REF COOE REF 7, 40, 127 NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHER~SE NOTED, FAILURE TO COMPLY WITH ALL NOTES ON MIS PLAN WITHOUT WRITTEN AUTHORIZATION BY A LICENSE PROFESSIONAL ENGINEER, PLACES ALL LIABILITIES ON THE CONTRACTOR, LATERAL FASTENERS UPLIFT (133/160) TO PLATES TO STUDS F, r~ 1165 940 DETAIL "A" LFTA LFTA LFTA LTP4 DETAIL "B" LTP4 Simpson Strong-Tie FLoor-to FLoor Connections MTS16 LTPq MTS16 HD2A LTP4 LTP4 Simpson Strong-Tie FLoor-to-FLoor DETAIL "C" Connections TAKE-UP WASHER LFTA CNW- COUPLER NUT DET_A Il, "D" Simpson Strong-Tie ROD SYSTEM BP4 LSTA21 MTSBO LTS20 SP4 LSTA21 DETAIl, "E" DETAIl-, "F" SP4 LSTA21 DETAIl', "G" N,Y, STATE ENERGY CODE PRESCRIPTIVE DESIGN AS PER ,CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, SECTION 101.4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101.4.4.1 - 101.4.4.5 101.4.4.1 ADDITIONS: ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION(S) OF THE EXISTING OR BUILDING SYSTEM(S) TO COMPLY WITH CODE. SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING ADDITIONS BUILDING SYSTEMS. 101.4.4.3 OTHER ALTERATIONS WHERE LESS THAN 50% OF A BUILDING SYSTEMS APPROPRIATE TO THAT SYSTEM, IS REPLACED OR TO THAT' PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. SECTION 402 BUILDING: THERMAL ENVELOPE OR SUBSYSTEMS, MEASURED IN UNITS WITHIN ANY 12 MONTH PERIOD, ALTERATIONS OR HAZARDOUS CONDITION EquoL number specified nails in each end Simpson CS16 DF. TATf, "H" Strong-TEe Simpson Strong-Tie LUS46 DETAIL 'T' HUSBiO-2 DETAIl', "J" 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL THE REQUIREMENTS OF TABLE 402.1(1) BASED ON THE CLIMATE ZONE ENVELOPE SHALL MEET SPECIFIED IN CHAPTER 5. Simpson Strong-Tie HGAIO DETAH~ "K" 5,, SIMPSON TAKE-UP WASHER 'x12 DETAIL "L" 5,, TU 8- SIMPSON TAKE-UP WASHER COUPLER NUT SIMPSON TAKE-UP WASHER ANCHOR BOLTS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, _SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED ]-0 CCA SILL (2) SHEATHING TO EQUALLY SP/AN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SP/AN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED T-O TOP PLATE NO SUBSTITUTIONS Att FrAming hardware sho)wn on these plans, unless otherwise Indicated, is Simpson Strong-Tie, No substitutions are approved or authorized, Due to the relationships; oF Framing hardware to the other components oF the structure, o, ny Fro, ming hardware subsfiitutions ~wiL[ render these pLans nuLL and void, and wiLL re, suit in the InstaLLer/contractor assumin9 responsibility F*or the design and performance o¢ fihe ant:Ire systen, D.A.K ASSOCIATES, ,506 ~:in Slmet phon~: [~31} 7~1-~011 WeChaffipton Beach, New Y~A 11978 [0~ {631) 466-3354 BM=l: C_~mSaaS~od.com USE OF These drawings ond spec]ficoUons including the ideas, design and arrangements represented [herein, are the property of D,A,N ASSOCIATES, LLC. No part thereof shaft be copied, dbcJosed to others or used in connection with any work or project ether th~n for which they have been prepared w~thout written consent WORK NOTES: 'ROJECT: ADDITION TO THE KOSAVICH RESIDENCE 670 GILLETTE DRIVE EAST MARION, NEW YORK DRAWING TITLE: SIMPSON WINDLOAD CHARTS & CALCULATIONS & STRONG-TIE DETAILS SET: ISSUED FOR: DATE: JULY 26, 2011 NO: 916-2011 )RAWN BY: BDK J DEERKOSKI NOTE: ALL ANCHOR BOLTS ARE TO HAVE J"x3" BASE PLATES TO BE USED AS WASHERS. (SIMPSON) NOTE: FLOOR JOISTS ARE TO BE SOLID BLOCKED 48" Dc. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE SHOWER FLOOR JOIST DETAILS EXISTING GARAGE PROV1DE HOUSE BEAM (l~x 9~" LVt Hu~h Mcom) Existing H20 Pump ond Tnnk Existing Birder £~slin g Girder EXISTING BASEMENT I~ 9~ L~GMdei~ .I th" Send tube column I~x 9~' L~L O[rden (g)!~ 9~' L~t Girder O'-E~' .~ 7'E NEW CRAWL SPACE 2" P,¢ Slab (Smooln FiMsh) EXISTING BASEMENT Line of bu]ldiaG ~bo~e Controctor is to insure thor the Top of [he Flnl~h~ beck E×lstmg Girder J (B)gxlO AdO birder NEW DECK FOOTINGS  (5)2x10 AGO Girder ~ 20B Amp, Provide 4x4 ACQ Post EXISTING HOUSE LAYOUT SHOWING NEW FOUNDATION LOCATION FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) ~OD FRAME CONSTRUCTrON MANUAl (WFCM) FOR ONE AND llVO FAMILY DWELLINGS, 2001 SBC HIGH ~ND EDITION, NOTE' ALL ROOMS MEET OR EXCEED THE NYS, STANDARDS FOR THE NATURAL LIOHT AND VENglLATION REQUIREMENTS, NOE, UNLESS OTHFRWlSE NOTED ALL HEADERS ARE TO BE (2)1~"x ~" LVL HEADERS (~) COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECIED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED ~THOUT ~RITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPER~ OF D.A.K. ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE SlRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Accepionce of these drowings does not authorize the right to build without ~he ou[horizoMon of local gaveling agencies, such as Suffolk County Dept, 0t Health Services, To~n Building Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such to construction, D.A.K We~h~mpfm Mooch, New Yo(k 11978 phone: ~1: CAml~8~.com & These drawings and specificotions including the ideas, design end err~ngements represented therein, ore the property of D A K ASSOCIATES, LLC, No pert thereof shall be copied, d~sclosed to others or used [n connection with any work or project other than for which they have been prepored without written consent, ~'ORK NOTES: PROJECT: ADDITION TO THE KOSAVICH RESIDENCE 670 GILLETTE DRIVE EAST MARION, NEW YORK DRAWING TITLE: FOUNDATION AND FOOTING PLAN SET: ISSUED FOR DATE: SEAL: Ri DATE: JULY 26, 2011 PROJECT NO: 916-2011 DRAWN BY: BDK CHECKED BY: JJD A101 d DEERKOSK EXISTING GARAGE EXISTING LIVING ROOM u EX~ CL~ EXISTING BEDROOM EX~ CL~ F EXISTING BEDROOM EXISTING COUNTRY KITCHEN EXISTINO STAIRS L EX~ CL~ CL~ EXIStiNG BEDROOM EXISTING BATH EXISTING HOUSE LAYOUT EXISTING GARAGE 25'-441' NEW WALK-IN CLOSET NEW MASTER BEDROOM EXISTING HOUSE EXISTING HOUSE N ~XISllNG HOUSE PROVIDE NEW TW21042 EXISTING HOUSE [C0Mract0r W to OIure thatNEW BECK 'N NEW FLOOR PLAN 510 SQ/FT NEW MASTER BATHROOM / BASER BEDROOM ALL HEADERS ARE TO BE (2)2xlO's UNLESS O~ERfilSE NOTED Hendroil (Verify stye ~nd RROV1DE ALTERNAIE ROOF PRICE FOR STRIPPING ANO INSTALLING NEW 40 YR ARCHITECRJAL ROOF SHINGLES INCLUDING ALL ,~A~]~IAL FOR EXIStiNG HOUSE, PRORDE ALERNAE PRICE FOR SfillPPINO AND INSTALLING NEW SIDING ON filE NORM 9DE OF 3~E HOUSE INCLUDING At1 MATERIAL PROWDE ALfilRNATE PRICE FOR SfillPPItiG AND INSTALLING NEW SIRING ON [HE ~ST SiDE OF ~E HOUSE INCLUDING ALL MA1ESIAL AND (2) ANDERSEN ~INDO~ PROWDE AL1ERNATE PRICE FOR A NEW DECK ON THE REAR OF THE HOUSE NOl~ FUCL TANK OR EUEL TANK FILL MAY HAVE TO NE MOVED ON REAR OF EXISRNG (~) COPYRIGHT 2011 D.A.K ASSOCLAI[S, LLC. ALL FLOOR PLANS AND ELEVAtiONS ARE PROTECED UNDER FEDERAL COP'fRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AU]HORIZAtiON. ALL PLANS AND DESIGNS ARE THE SOLE PROPERP' OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCllJRE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO l~E BUYER. Acceptance of these drawings does not authorize the right to build without the euthorizeti0n of local governing agencies, such os Suffolk County Dept. of Health Servmes, Town Building Depar!ments, DEC, FEMA, otc Vedfy all conditions, codes, and requirements with such to construction D°A°K ASSOCIATES, ~Lc 506 Main @ree~ phone: (631] 767-60 Wmthampbn Beach, New York 11778 Mx: 1631) 466-wi54 E-Mat: CArm8888@aol,nom IP & USE OF DOCUMENTS: These drawings Grid specoRcotions mcludin9 the ideas, desl§n and orrengements represented therein, ere the property of D A K. ASSOCIATES, LLC. No port thereof shrill be copied, disclosed to ethers or used In connection with any work or project other then for which they h~ve been prepared without written consent, WORK NOTES' ~ROJECT; ADDITION TO THE KOSAVlCH RESIDENCE 670 GILLETTE DRIVE EAST MARION, NEW YORK DRAWING TITLE; ~'~'~-' FLOOR PLAN SET: ISSUED FOR; DATE: DATE:  JULY 26, 2011 ECT NO: 916-2011 DRAWN BY; BDK CHECKED BY; JJD NUMBER: A102 JAMES J DEERKOSKI 3.A.E A&~OCIATrwR, ~ NUMBER: EXISTING GARAGE NEW MASTER BATH NEW WALK-IN CLOSET NEW MASTER BEDROOM EXISTING HOUSE EXISTING HOUSE EXISTING HOUSE PROVIDE NEW TW210¢2 the Top of lhe Finished Deck i Door Sill, (ADA Compliont) EXISTING HOUSE 20,-681, PROBBG ALI[RNAI[ ROOF PRIDE FOR S~RIPPING AND INSDNLDND HER RD tlt ARCRIECTUAL ROOF SNINCLES INGLUDING &L NA%RI~ FOR [XlS3N6 MO~ PRD~DE ALERNAE PRIDE F~ S~IPPING AND INSTALLING NEW SIDING ON ~E NOR~ SIDE OF IHE HOUSE INCLUDING A~ UA~RIAL ~ST SIDE oF THE HOUSE INCLUDIN~ A~ MAERIAL AND (2) ANDERSEN ~NDO~ PRO~DE ALERNAE PRICE FOR A NEW RECK ~ ~E REAR OF ~E HOUSE (27'-8"x 12'-4") Hendrail (Verify stye and make wNb owns') IST FLOOR PLAN 510 SQ/FT NEW MASTER BATHROOM / MASTER BEDROOM ALL HEADERS ARE TO BE (2)2xlO's UNLESS OTHERWISE NOTED O COPYRIGHT 2011 D.A.K ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED ~THOUT WRI~N AUmORIZATION. ALL PLANS AND DESIGNS ARE mE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO mE BUYER, AcceOance of these drawings does not au(horize the ri§h[ to build ,~Nhou[ the auihoriza[ian of local governing agencies, such as Suffolk County Dept, of Health Serv'ces, Town BuiLding Deportments, DEC, FEMA, ekD. Verify all condUions, codes, and requirements ,~ith such to construction. MORK NOTES: PROJECT: ADDITION TO THE KOSAVICH RESIDENCE 670 GILLETTE DRIVE EAST MARMON, NEW YORI~ ORAWINO TITLE: FLOOR PLAN ~ET: ISSUED FOR: DATE' JULY 2B, 2011 NO. :';'* ' ~ 916-2011 , 3RAWN BY: BDK 3HECKED BY: JJD A102 J DEERKOSKI D.A.K ASSOCIATES, ~c NEW 2X6 RAFTERS I I EXISTING HOUSE EXISIING NOU~E EXISTIND GARAGE EXISIING RIDGE NEW 2x12 RIDGE ~ ~ ~ Be~rin9 Well / Header ~B~ng W~7 Bearing Wdl~ EXISqNG HOUSE EXISTING HOUSE ____ ............. mf~eFu ere to remain, ~ kn is to wdlbe t0c°nstructed~t relier over tails,beer'~ _~~ PROVIDE 6~% DOOR NEW 2X6 RAFTERS 16"0c, / ~ ~ NEW 2X6 RAFTERS - 16"oc. tv, ~ DECK I u (WrDy sB4e Gad moke wRh owne~) ROOF PLAN ROOF MAY BE CONS~UCTED OVER EXISTING ROOF WHEN A KNEEWALL HAS BEEN BUILT OVER EXISTING BEARING WALL TO CARRY WEIGHT OF ROOF, EXISTING ROOF LINE NEW ROOF LINE ROOF LINE TO BE REMOVED PROVIDE ALTERRAE ROOF PRIDE FOR STRIPPING AND INS]HLUNa NEW 40 YR ARCHIEC~JAL ROOF ]HINOLES INCLUDING ALL MATERIAL FOR EXISPNG NC~S~ PROWDE ALTERNATE PRICE FOR STHIPPIRG AND INSTALLING NEW SIDING OR ]HE NORTH RIDE OF ME HGURE INCLCDIND ALL DAli. RIAL NOTE FUEL TANK OR FUEL TARK FILL RAY HA]H TO BE MO~D O~ REAR OF EXISRNO (~ COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COP'fRIGHT LAW. PLANS MAY NOT BE REPRODUCED ~]HOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE ]~E SOLE PROPER]7 OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUClURE FROM THESE PLANS IS UCENSED EXCLUSIVELY TO THE DUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such os Suffolk County Dept. of Health Services, Town Building Doper!meat!, DEC, FEMA, etc. Verify all condiBons, codes, Gad requirements with such to construcNon. Hain $1~el Weff~mpten Be~ch, New Y~ 11978 USE OF phone: J~31) 76Y-60/I ~ J~1)~-8~54 TS These drawrngs and specifications Jnclud]Hg the ideas, design and arrangements represented therein, ore the property of D,A,K, ASSOCIATES, LLC, No part thereof shall be copied, disclosed to others or used in connection with any work or project other Ehan for which they hove been prepared without wnEten cDnsent, NOTES: ~ROJECT: ADDITION TO THE KOSAViCH RESIDENCE 670 GILLETTE DRIVE EAST MARION, NEW YORI~ 3RAWINO TITLE: ROOF PLAN SET' ISSUED FOR: DATE, SEAL: JULY 2e, 2011 NO: 916-2011 JAMES J DEERKOSKI ~ D'A'K ,~SOOATI~ uc D°A'K ASSOCIATES, ~c 506 Main Slmel WmJhampion ~c,h, New YoNc ]1978 ph0~: {flit Y$7-~71 f~ (~1},1~-~5,1 [qAa~: ~o~,com make with o~ner) II WEST ELEVATION VERIFY REPLACING OF ALL WINDOWS AND DOORS PRIOR TO CONSTRUCTION WITH OWNERI NORTH ELEVATION SOUTH ELEVATION (~) COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED ~MTROUT WRITTEN AUTHORIZAHON, ALL PLANS AND DESIGNS ARE THE SOLE PROPERIT OF D.A,K, ASSOCIAES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, Acceptance of these drawings does not authorize the right fo build wNhout the au(horizalion of local governing agencies, such os Suffolk County Dept, of Health Serv'ces, Town Building Doper!monk!, DEC, FEMA, etc, Verify all condi[ions, codes, and requiremenfs with such fo construction. These drawrngs and specifications Including the ideas, design end arrangements represented therefn, are the property of D A,K ASSOCIATES, LLC, No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. /ORK NOTES: )ROJECT: ADDITION TO THE KOSAVlCH RESIDENCE 670 GILLE'rrE DRIVE EAST MARION, NEW YORK DRAWING TITLE: ELEVATION8 SET: ISSUED FOR: DATE: DATE: JULY 26, 2011 CHECKED BY: -- JAMES d DEERKOSK D'A'[ A~(DA~ ~ REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING~ FASTENING AND TIE DOWN DETAILS PROVIDE HOUSE BEAM (l~"x 9~" LVL Flush Beom) Ridge vent 2x10 Ridge 2x6-16' cc 2x6-16 cc RAFTERS ~" CDX ROOF SHEATHING sI-- R-30 INSULATION 15# FELT 25 YEAR ARCHITECTURAL GRADE ROOF SHLNGLES 2x8 16" cc CEILING JOISTS © 9'-1~" AFF MASTER BATH JOISTS © 9'-1~" AFF NOTE, TRAY CEILING %~ NE~W MASTER BEDROOM TJII210 x 9~" Flog Joists HALL CLOSET WALL HURRICANE CLIPS DBL 2xS PLATE 2x4 SUB FASCIA w/ lx6 PRIMED PINE FASCIA (MATCH EXISTING FASCIA AND RETURNS) 2~" SOFFIT - (MATCH EXISTING) 2x6-1B" cc WALL STUDS ~" CDX WALL SHEATHING TYVEK HOUSEWRAP 24" STRIATED RED CEDAR Shingles w/ 12" EXPOSURE (MATCH EXISTING AND VERIFY WITH OWNER PRIOR TO CONSTRUCTION) PROVIDE FIRE BLOCKING IN ALL 9' WALLS R-19 INSULATION 2x4 SHOE ~" CDX SUBFLOOR - GLUED & NAILED (Metch existing) l~"x 9~" LVL Flush Beam HurrTcmne Strapping O~ (2)~"x 9~" LVL Girder CRAWL SPACE '~1 16" Sene tube column R-30 INSULATION · 7B 2xS CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL ~" x 12" ANCHOR BOLTS - MAXIMUM OF 8'-0" cc 8" PC FOUNDATION WALL DAMP PROOFING - S MIL POLY OVER TAR 2x4 KEYWAY 16" x 8" PC FOOTING MINIMUM OF 36" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY PROVIDE HURRICANE STRAPPING FOR ABOVE i~ D.A.K ASSOCIATES, u~ ~tCdn $1mef p~e: (631)767-6071 WmlhamptonBea¢,NewY~ 11978 f~ {~1],,1~-~,,~ ['~1: & USE OF These drawings end specifications including the [deos, des~sn and errongements represented therein, ore the property of D,A,K, ASSOCIATES, LLC, No pert thereof shell be cop~ed, disclosed to others or used in connection with ony work or project other thon for which they hove been prepared without written consent, WORK NOTES, ~ROJECT: ADDITION TO THE KOSAVlCH RESIDENCE 670 GILLETTE DRIVE EAST MARION, NEW YORK 3RAWING TITLE: CROSS SECTION SET: ISSUED FOR: DATE' SCALE: 1/2" = 1'-0" SHEET NU~ A301 JAMES J DEERKOSKI D.A. Ir A~,~ ~ REFER FO GENERAL NOTES FOR ALL STRAPPING, Rafters et this Point will be Attached to the New True Valley Ridge vent -- Rafters to be Framed on Top of the Existing Roof, 2x6 / 2x4 Stroh, I] II II EXISTING ATTIC EXISI~NG LIVING ROOM NEW WALK IN CLOSET EXISTING BASEMENT EXISTI~JG BASEMENT SCALE: 1/2" = 1'-0" II II II II II II II II II II ql II II NEW ~=~ MASTER " BEDROOM TJI210 x 9,$" Floor Joists 16"oc. Hurricane S trepplng~l II L J 16" Sona tube column R-30 INSULATION NEW CRAWl_ SPACE ILJ 2x10 Ridge 2x6-16 ac RAFTERS ~" CDX ROOF SHEATHING 15# FELT 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES HURRICANE CLIPS DBL 2x6 PLATE 2x6-16" ac WALL STUDS ~" COX WALL SHEATHIND TYVEK HOUSEWRAP 24" STRIATED RED CEDAR Shingles w/ 12" EXPOSURE (MATCH EXISTING AND VERIFY WITH OWNER PRIOR TO CONSTRUCTION) PROVIDE FIRE BLOCKING IN ALL 9' WALLS R-19 INSULATION 2x4 SHOE 6" CDX SUBFLOOR - GLUED & NAILED (Match existing) 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL ~" x 12" ANCHOR BOLTS MAXIMUM OF 8'-0" ac 8" PC FOUNDATION WALL DAMP PROOFING - 6 MIL POLY OVER TAR 2x4 KEYWAY 16" x 8" PC FOOTING MINIMUM OF 36" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY [~ D-A-K ASSOCIATES, ~c ,~6 Mo~n Slmet phone: (631) 767-607 We~homptonBeach, NewY~ 11978 fac {63114~6-335~ ~ail: CAJme~88~neI,cem )WNERSHIP & USE OF DOCUMENTS: These drawings and speclflcatione Including the Ideas, design and arrangements represented therein, are the property of D,A,K, ASSOCIATES, LLC. No pert thereof shall be copied, disclosed or project other than for which they have been ~ORK NOTES PROJECT: ADDITION TO THE KOSAVICH RESIDENCE 670 GILLETTE DRIVE EAST MARION, NEW YORK }RAWING TITLE: CROSS SECTION iET: ISSUED FOR: DATE: 3EAL: IDATE: JULY 26, 2011 PROJECT NO: 916-2011 DRAWN BY: CHECKED BY; JJD A302 J DEERKOSKI ~ D.A.K A,qSO(~3~ nc I REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING~ FASTENING AND TIE DOWN DETAILS Rafters at this Point will be Attached to the New True Valle) Provide New 2x6 Rafters over Top of Existing Roof Provide New 2x12 Ridge over Top of Ex[sUng Roof Provide New 2x5 Rafters over Top of ExlsDng Roof Rafters to be Framed on Top of the New Roof. -- EXISTING ATTIC Provide New 2x4 Gable Studs on Top of Existing Roof Provide New 2x4 WaLl on Top of Ex~sNng Garage Wall EXISTING GARAGE C 2x8 Tray Ceiling Celhng Joists - 16%c 2x6 / 2x4 Strong NEW LAUNDRY ROOM NEW BATHROOM AREA Hurricane Strapping -- 16" Sane tube column SCALE: 1/2" = 1'-0" 2x10 Ridge 2x6-16" ec 2x6-16 cc RAFTERS ~" CDX ROOF SHEATHING FELT 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES HURRICANE CLIPS 2x6 PLATE MEoW VANITY AREA MEW SHOWER TJI210 x 9~" Floor Joists 16"oc. R-30 INSULATION NE~W CRAWL SPACE 2x6-16" oc WALL STUDS ~" CDX WALL SHEATHrNG TYVEK HOUSEWRAP 24" STRIATED RED CEDAR Shingles w/ 12" EXPOSURE (MATCH EXISTING AND VERIFY WiTH OWNER PRIOR TO CONSTRUCTION) PROVIDE FIRE BLOCKING IN ALL 9' WALLS R-19 INSULATION 2x4 SHOE ~" COX SUBFLOOR - GLUED & NAILED (Match exisDng) 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL ~" x 12" ANCHOR BOLTS - MAXIMUM OF 8'-0" ac 8" PC FOUNDATION WALL DAMP PROOFING 6 MIL POLY OVER TAR 2x4 KEYWAY 16" x 8" PC FOOTING MINIMUM OF 36" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY D.A.K ~ Main Sfreet Westhamplon Beach, New ¥~ 11978 ASSOCIATES, phone: I&11] 767-~071 fc~ (~i]~-33~ ~a~: Ck, ma~,com These drawings and speclflcaUons including ~he ideas, design and arrangements represented therein, are the property of DA.K ASSOCIATES. LLC. No pert thereof shall be cop~ed, disclosed or project ether than for which they have been prepared without written consent. YORK NOTES: PROJECT: ADDITION TO THE KOSAVlCH RESIDENCE 670 GILLE'PrE DRIVE EAST MARION, NEW YORK DRAWING TITLE: CROSS SECTION SET: ISSUED FOR: DATEr SEAL: DATE: JULY 26, 2011 PROJECT NO: DRAWN BY; BOK CHECKED BY: JJD A303 d ~KOSK