Loading...
HomeMy WebLinkAbout36570-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 7/6/2012 CERTIFICATE OF OCCUPANCY No: 35803 Date: 7/6/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL NEW CONSTRUCTION 185 Rockcove Ct, Greenport,N.Y. 11944, Sec/Block/Lot: 33.-3-19.11 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/13/2011 pursuant to which Building Permit No. 36570 dated 7/19/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: New Single Family Dwelling with Living & Dining Rm, Kitchen, 4 Bedrooms, 2 1/2 Baths, 2 Car Garage, Powder & Mud Rm, Foyer, Pantry, Stair Hall, Gallery, Rear Covered & Covered Entry Porch, Fireplace, Rear, Front & Master BR Balconies, Laundry, Walk-in Closets, Un£mished Basement & Attic, as applied for. The certificate is issued to DGCPM Enterprises LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 9/28/11 R10-11-0016 6/25/12 36570 6/1/12 Thomas Maffetone TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36570 Permission is hereby granted to: JNS Contracting LLC PO BOX 385 Wading River, NY 11792 Date: 7/19/2011 To: Construction of a New Single Family Dwelling; Living & Dining Rm, Kitchen, 4 Bedrooms, 2 1/2 Baths, 2 Car Garage, Powder & Mud Rm, Foyer, Pantry, Stair Hall, Gallery, Rear Covered & Covered Entry Porch, Fireplace, Rear, Front & Master BR Balconies, Laundry, Walk-in Closets, Unfinished Basement & Attic, as applied for. At premises located at: 185 Rockcove Ct, Greenport SCTM # 473889 Sec/Block/Lot # 33.-3-19.11 Pursuant to application dated To expireon 1/17/2013. Fees: 7/13/2011 and approved by the Building Inspector. CO - NEW DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $2,846.80 $2,896.80 Building 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: I. 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 h Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. House No. Owner or Owners of Property: Suflblk County Tax Map No 1000, Section Subdivision ~-- ~c.a~-- Permit No. '~2'~o~'~-'~ Date of Permit. New Construction: Location of Property: Old or Pre-existing Building: Street Block (check one) Hamlet Lot Filed Map. Lot: Applicant: Underwriters Approval: Final Certificate: / (check one) oature Health Dept. Approval: ~ Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ 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, richert~,town southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Tsivouras Address: 185 Rock Cove Court City: Greenpod St: NY Zip: 1194,~ Building Permit #: 36570 Section: 33 Block: 3 Lot: 19.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Double-Pole Electric Inc LicenseNo: 3913-me SITE DETAILS Office Use Only Residential l~ [nd°or ~] Basement I~l Service Only Corn merical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Wall Fixtures ~ Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures ~ CO Detectors Sub Panel AJC Blower Range Recpt Fluorescent Fixture I'~ Pumps Transformer Appliances Dryer Recpt Emergency Fixtures~.l Time Clocks Disconnect Switches Twist Lock Exit Fixtures ~ TVSS Other Equipment: 200a underground service, I-GFCI circuit breaker, 1-dead front GFCI 3-combination smoke/co detectors, 7-paddle fans, 4-exhaust fans, 2-ovens (40a), 16 ARC fault circuit breakers Notes: Inspector Signature: Date: June I 2012 81-Cert Electrical Compliance Form.xls FROM : SOUTHOLD TOWN PI.qNNING BOARD FAX NO. : 631 765 31~ May. 18 ~01 02:19PM Pl Tm.m Hall, 5309~ Main Road P. O, Box 1179 Sou~hol~, New Ydt~ 11971 Fax (516) 765-1823 Telephone (516) 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION au£1dlng Permit. No. (p3. ease print) (please print) PO BOX 2011 JAMESPORT NY 11901 I certify, that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plukbers S~gn~[ure) Sworn *o before me this N~ ~blic, ~ ~ N~ ~ Commission ~res A~i130, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) .. [ ] ELECTRICAL (FINAL) REMARKS: ~'~,~ ~ t~ C~ ~./ /~ I'?' //. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / NSPECTION ~i~OUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION []ELECTRICAL~O~U.GH) ~/[ ~LECTRICAL(FINAL) REMARKS: ~ ~ DATE INSPECTOR ~~,~~'~ 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ~//. ~ [ ] FOUNDATION~~ ] INSULATION ~[ ] FIREPLACE & C~-RIWINEY [ ] FIRE SAFETY INSPECTION ~ [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAle) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. · , [ ] F/OUNDATION 2ND [ ] INSULATION ~,~/,d ~ [ "/J ~~~--~///FRAMING ~___ _. [ ] FINAL ~-i~-~ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ~]] fiRE RESISTANT CONSTRUCllON [ ] fiRE RE~STANT FENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICA~.~ (FINAL) REMARKS: g-/r~'& /~.~ ~ ~-~'-~,~,~ ~ DATE ~,NSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT COfISTRUCTIOfi [ ] FIRE RESISTANT PF. NETRATION ~CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC TiON ] FOUNDATION 1ST [,"'] ROUGH PLBG. [ [ ] F/O~JNDATION 2ND [ ]INSULATION [ ~"]~FRAMING/STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ]F~AFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ~ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (~OUGH) [ ]~ELECTRICAL (FINAL) REMARKS= DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING/STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIR~.-SA~ETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ,~FIRE RESISTANT PENETRATION [ ] ELECTRICAL [ ] ELECTRICAL (FINAL) REMARKS: INSPECTOR./ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [//]~i~ULATION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: ~/~~ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELEOTR~AL (FINAL) DATE ~~~' ~/ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION ~FINAL [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) REMARKS: [ ] ELECTRICAL (FINAL) INSPECTOR DATE ~-//~-/~ Date: To: Re: JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck NY 11952 (631) 774 7355 June 20, 2012 Town of Southold Building Dept Rebar Inspection JNS Contracting 185 Rock Cove Ct. Greenport, NY Permit# 36570 To Whom It May Concern: This is to certify that the Rebar in the foundation walls at the above mentioned project, was done as per plan, and meets all state and local codes. If you have any questions, please do not hesitate to contact me. Thank You. "~~,,Sincerely, X~n~es J Deerkoski JUL - 6 2012 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Southold/ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIS F Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form NYSDEC Truslees Contact: Mail to: Building Inspector Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of pimps, 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 &Budding Permit. d. Upon approval &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. I f no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit lbr an addition six months. Thereafter, a new Al Building Z applicant a authorized isel a~d i~lding BLDG DEPT. TOWN OF SOUIHOLD [ding Permit pursuant to the k County, New York, and other applicable Laws, Ordinances or ,r alterations or for removal or demolition as herein described. The code, housing code, and regulations, and to admit (Signature of applicant or name, ifa corporation) .... (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises '"~kJ~ (~:;>~-VC'-CV',~-o'x ~ (As on the t~ r~ or latest deed) IF applicant is a co~oration, signature of duly authorized officer (Nme and title of corporate officer) Builders License No. q53. k - H Plumbers License No. ~ o -~ Electricians LicenseNo. ~l~" ~ Other Trade's License No.~ - Location of land on wh~h proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 S.e~ction "'~-/"~ Block '~ Lot i~' {[ Subdivision ~.~ (:ff~c2a¥~-- ~'~'~'~-~ Filed Map No. [.0~,,:,~-.'~ Lot ~, ~ (Name) 2. State existing use and occupancy of premlscs and intended use aod occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building ~ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost :~ ~oO.ooO Fee 5. If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor ~ ~ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimen::~q al'existing structures, if any: Front Height~ __ Number of Stories__ Rear Depth Dimensions of same structure with alterations or additions: Front Depth. Height. 8. Dimensions Dfc tire ney, construction: Front Height ~ ~1~11 Number of Stor es Front (~. % 9. Size of lot: Rear lO. Date o f Purchase (~/2 7/O ~ Rear Number of Stories RearS(O* ~tl ' ~' Depth *'4<3 Depth ~ ~,~-'/I Name of Former Owner ~:~ ~- ~-J~.-~'~ ~,-:~-./,~d_ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning la,?,', ordinance or regulation':' YES NO ~'~ 13. Will lot be re-graded? YES'~" NO Will excess fill be remo,,ed from premises'? YES ~ NO 14. Names of Owner ofpremises'~Ot'~ G~,.,Wo.4~,~Address~O ~lq ~5~ t~v~t;'~Ova P~oone No. ~,"~ [ - ~ ~-~- ~'<c:,~ Name of Architect ii), ,~..V_. ]&~:t .~..~.~. ~--~ Address~51~ r~.,~'~ q.l'~.*'~-N--'Phone No ~'M-'~I~'~G,G'i'[ Name of Contractor'S'k) ~ co,..x-O..~'~: ~-...~ Address{O ~o1~%~'~-" ~,-~;""1 Phone No. ~, 'M - ~ ~- ~ - q.'-~o 0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetlm~d? *YES NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE~I, EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~" * IE 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 l0 feet or below, must provide topographical data on survey. STA'FE OF NEW YORK) COUNTY Ol.'~..'~t,'o{ {~S: ~X');C~;~'.'~q 2OOt~'~"~ being duly swam, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)I lc is thc ~..~:~1'~. ~'~'~X,'~ C (Contractor Agent, Corporate Officer. etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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 lo before me this / Nota~ Public Signature of Applicant Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PaOPERTY LOCATION: S.C.T.M.~ THE FOLI.OWING A(~TIONS MAy REQUIRE 'II'IE SUBM~61ON OF A D~lriof ~*c~. t.=~, Ir,~u BY A DESIGN PROF~IONAL IN THE STATE OF NEW YORK. a. What is the TGtol )~e8 of bhe FYoJect p~ceis? (Include Total.Nee of all Pamals Iocatod within I W~I this Project Retain All S'lonn-Water RumOff lhe Scope of Work for P~Ix~i~I Co~slm~Jon) Ger~raled by a Two (2') Inch Rainftgl o~ Site? (S.F. I ~i' (This item witl [nalude all mn-off cmatod by site b. Whet the Total Area o~ Land Clas~lg cleudng eod/or conslmction ~tias as wall as all and/or Ground Disthrbance fo~ Ihe p~oposed Site Improvements a~l the permanent creation of conalmctton activity? imper/,ous surtocss.} ?R. OVIDF. BRIE, F PRO. IECT DESCIi. U-,tlON i;,=,~,~u~,~,~..r.,,~ 2 DoesthesitePianandlorSurveyShowAllPmpoasd Drainage Structures Indicating S;~e & Local~on? This Item shallinclude all Proposed Grade Cha~ges and S~opes ContmlDng Surface Water Flow. ! 3 D~s t~, Site Plan and/or Sureey desudbe the erosion and sediment control practices that will be used to control site emsior~ and storm water discharges. This item must be maintained Ihmughoet the Entire Censtrucl~n Period. 4 Will ~[s Project Require any Land Fi[ling, Gre(itng or Excavation where there is a change to the Natural r'~ Existing Grade Involv~g more than 200 CubicYerd$~ __ of Material within any Parcel? ~ Will this Ap@ticat[un Require Laud DI$~rbing Activities Encompassing an Area In Excess of Five Thousancl (5,000 S.F.) Square Feat of Ground Su r[ace? 6 Is them a Natural Weter Course Runn~g thmugh the D ~ Site? Is glis Project within the Tmstee~ jurisdiction e~neml UEC SWPPP Requirements: or wi~in One Hundred (100') feet of a Wetland or are pari of a larger cornmo~ pisa that will ~imetely disturb one or mere acres of 1ertl: wfl~Ch Exceed Fiftoen (15) feet of V~'ical Rise to ~ [nofudlng C;~'lsaucflon a~'gtiss I~volst ng s~il cJs~'be~-~=es of less t~en urge ( 1 ) acre where One Hundred (100') of Horizontal Distance? ~ 2_ ~e SWP.=P shall dsscfl~ the erosk~ .nd sedlmem co.~ pmc~c~ a~ ~ I 9 WIll this Metodal, / s"rAI'E OF NEf~v' YOtL.~,.~' /~/'- ~ '~ ~ Notary Public, State of New York cotnvry o' ............ ss No. BUO18S0S0 That ! . - ............. beir~ duly s~vom, deposes .~?.~mmissl~,J;~n~ ~-i; ~a ~ w~,-~.Qu'sltfled in Suffolk County ~, An~ that he/she is ~e Owner and/or rcpresentagve of Ibc Owner or Owners, aid is duly authorized to perform or have performed the said work and to make mid file this application; that ~1 smtemenl~ contahied [u this application arc true to thc b~st of his lulowledgc and belief; and that the work witl be performed in the manner set fordl in the applic~on filed h~re~th, /] Sworn to before me this; /I ................... .................. FORM - 06110 Town of $outhold Town Hall Annex 54375 Main Road P.O. Box 1179 Southold NY 11971-0959 COPY Telephone (631)765-1802 Fax (631) 765-9502 roqer, riche~@town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: COMPANY NAME: NAME: LICENSE NUMBER ADDRESS PHONE # DATE: OCTOBER 18, 2011 DOUBLE-POLE ELECTRIC INC STEVE NEGRI 3913-ME P.O. BOX 130 361-6440 NESCONSET NY 11767 CELL # 672-0241 3OBSZTE INFORMATION NAME: ADDRESS: CROSS STREET: PHONE NUMBER: PERMIT NUMBER: 36570 TSTVOURAS RESTDENCE 185 ROCK COVE COURT GREENPORT NY 11944 TAX MAP DISTRICT: Section: .'~ Block: _~ Lot: )~],l i BRIEF DESCRIPTION OF WORK: NEW CONSTRUCTION ~ 3200 SC~ FT Zs job ready for inspection: No Rough in Final Do you need a Temp Certificate: Yes TEMP INFORMATION (if needed) ~ice Size 200 AMP SINGLE PHASE New Semite 200 AMP UNDERGROUND SERVICE ~ ONE METER Additional Information: Z WILL CALL TO SCHEDULE ROUGH ZNSPECTZON Date File # TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM NATURE OF COMPLAINT: ACTION TAKEN: Optional: Complainant: .By Phone Mail In Person Address Phone: Report Taken By: Date Date Re~orred to Code Enforcement: CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: 4~4fldl~/Engineer: scm# ~000 - 33 BUILDING PERMIT EXAMINER CHECKLIST' *Date Submitted: 7-/fl -Il/ Date Reviewed: Applicant: //~Z-r--'f-~.c~ Zo-~t~Owner: ~N,S Property Address: ~~ ~ City: -~~~ ,reCOs? ' Building Permits (Open/Expired): BP - -Z / C/0 Z~ ~ , Info: BP~-Z / C/0 Z- , Info: BP -Z / C/0 Z- ., [nfo: BP -Z / C/0 Z- , Info: BP~.-Z / C/0 Z- , Info: Reqmred?~_ Y o~N ~etennmat~on: ~ToR~W~& R~g o ~F ~. Search ~, · · 8Ingle & Separate ~a. ~ot Size: ~ N ~CZ. bt Si~e: ~7,~Lg 6 % ~, ~a- bt Coy. ~Yo ~CX. bt Uo~. ~Q. Front ~ ACT. Front ¢; ~QSide []5- ACT. Side ~$ ~Q, Re~ ?ROP. Rear ~Q. Height 3 5~., ACT. Height ~ o ~ ~ ~ox8 5l~(~ ~ 3 ~T 5~ Ify~,~at~body:~ .~ ~an~l~ ~ F~oo~Z6ne~ ~ ~ql~ad/Bl~ffD~tance: ADDITIONAL A~P~OVALS ~QUI~D ~gg 5 (%) 516~, 5~LKb wX SuRVeY ~ 5'~TE Suffolk~Hea~rN-Ifyes,*Bed~: ~ *Date: ~/~l~ *Permit~:~lO'](~ O°/~ TownSeptic:~ - If no, certification required: Y or N Received: Y or N By: ~S DEC: e~-oECWUTS Y or~- Date: / / Permit g: or NJ Letter- Notes: Southold Trustees: Y or~- Date: / / Permit #: or NJ Letter- Notes: Southold ZBA: Y or N - Date: I / Permit #: -Notes: Southold Planning: ¥ or~- Date: / / Permit #: - Notes: Town Landmark C of A: Y o~/DTE: / / *~S CODE ~ompliance (page 2)~r N Fee Structure: Foundation: .... ~9~_$F First Floor: om,b~ g.5- SI: Second Floor: ~Ls-~oT SF Other: - SF Total: ¢~1'7 s~ Calculation: AS BUILT t hfitial Fee: $ 3LO O , O 0 + Additional Fee ( ): $ SF X $, + Initial Fee: $ + Additional Fee ( ): $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 2l~_~_ Wind Speed: 120MPtt /~7~ Seismic Design Category: Weathering: Severe x//Frost Depth: 36" ~/Termite: M~H x, Decay: S-Id Design Temp: 11 'w/ Ice Shield Underlay: YES __ USE/OCCUPANCY CLASSIFICATION'. HEIGHT/FIRE AREA: Flood Hazards: TYPE OF CONSTRUCTION: ~Otv( fi~' DESIGN CRITERIA: ENGINEERED/PRESCRlt'T1VE FULL FRAMING DESIGN ELEMENTS~///N ItEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: YfN FLOOR JOISTS: YfN LUIVI. BER SPECIES AND GRADE:,~fN GLI/J) ERS: YfN ROOF IL41WI'ERS: YfN WINDOW AND DOOR ~qCHEDULE: ~;7-]' MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: ¥/N VENT 4%: Y/iN NAILING/CONSTRUCTION SCHEDULE:~/N MEANS OF EGRESS: Y/N PLLFMBING KISER D[AGILAM:~N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN Y/qq CERTIYICATION: TOTAL COMPLIENC N (RETU1LN TO PAGE ONE) LOT AREA = 29,5,36 SO. FT. GAR ELEV = 7.3.0 F FL ELEV -- 75.0 £XIS~,,,~'~*'*"*""-'*~ ~OCECOVE LANE _=64.02' ~.,.~(72.5) r z N(~T[: LOCATION OF WATER MAINS AND ADJOINERS WATER SUPPLY BY OTHERS AND ARE NOT GUARANTEED DWELL PUBLIC WATER LOT NUMBER 10 N 74'04'10"E 65.57' R=60. OO' (73.0) and step~ 74'04'10"W 104.48' RECHARGE BASIN (;,2.0) fence O.3'E ~C '2.5'£ FC 0.g'E CERTIFIED ONLY TO: N.Y. LIC. No. 048992 HAROLD F. TRANCHON dR. PENN. LIC. No. 2115-E 3-23-2011 REVISED PROPOSED DWELMNG JOB No. 03-288 MAPPED FOR LOT NUMBER 11 MAP OF ROCKCOVE ESTATES SITUATED AT GREENPORT TOWN OF SOUTHOLD - SUFFOLK COUNTY NY. SCALE 1" = 50' DATE 7-6-2005 FILED MAP No. 106.37 DATE 6-11-2001 TAX MAP No (REF ONLY)1000-33--3--1911 DISK 500 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVEI~-MANOR RD. WADING RIVER, NEW YORK, 11792 631-929 -4695 FILE No. ROCKCOVE ESTATES LOT AREA = 29,536 SQ. FT GAR FLEV '= 730 F F~ ELEV = 75.0 LOT NUMBER TO ROCKCOVE ~NE X (725) N 74'04'10"E (72.5) , O ~'E C R=60.O0' / ' m I oD ~o (73.0 ~ Z ~ x~ bO ~Jod Ionding o ~ ~ 15xcavation Inspection F ~quired ~ ~ For Sanita~ Sysb m ~ ; By Health Depa~a_ant 0.9'E APPR)VED ~ S 74'04'10"W 104.48' EXPI RES THREE YEARS FROM DATE OF APPROV~ / RECHARGE BASIN NOTE: LOCATION OF WATER MAINS / ~XDJOINERS WATER SUPPLY BY /-- OTHers ANO ~ ,CT OUARANTEE~ ~ 23-2Oll REVISED PROPOSED DWELLING ~~ F~,~~ ~t JOB No. 03-288 FILE No ROCKCOVE ESTATES MAPPED FOR MAP OF ROCKCOVE ESTATES ~ m ~. ~o ~ ~ ~ rD ~ ~ ~,~ SITUATED AT GREENPORT ~ ~ ~ ~ ~T ~ tO ~ I~S TOWN OF SOUTHOLD SUFFOLK COUN~ NY FILED MAP No. 106~7 DATE 6 11-2001 --~t~ n (~F ONLY) 1000-33-3-19 11 DISK 500 HAR~LD F TRANCHON dR P.C. NAR 2 5 2011' ~ LAND SURVEYOR ,-, t PO BOX 616 /~*,,.,~% ~ I ~.~ ~ 0~?[,' ' ~66 WADING RIVER MANOR RD WADING RIVER, ,, ,~ ~ ....... NEW YORK, lt792 NY LIC No 048992 ........ --' 651--929--4695 HAROLD F TRANCHON JR PENN LIC No 2US-E tOT AREA = 29,5.36 SQ F tOT NUMBER 10 ROCKCOVE LANE N 74'04'10"E R=60 00'  / 252 0~ L ' ~ CHARGE BA~31N / I NOTE I OCAilON (~ WA:ER MAIN~4 AND AD JOINERS WA[ER StlPP{~ OIHERS AND ARE N(}I fiUARAN~FFB' / ~ 2~ ZOI~ FOUNDA}iON LOCAtiON ~ 25 201~ REVSFOI' ' PROPOSED DWELLING ~ u.~ ~E fo~ * ~c~ ~ ~o uSE ~D ~[ ~[ .o~ JO~ N~ O3 288 rILE No ROCKCOV[ ESTATES MAPPLD FOR MAP ()f ROCKCOVE [S~ATE% FLIED MAP Nr, f)637 DATE 6 !1 20ql i AUG 2~ 20~ *'() BOX 616 ,~: ' NEW ~ORK, ~1791> LOT AREA = 29,5.~6 SQ. Fr ROCKCOVE LANE =64.02' Z NOTE: CESSPOOL, SEPTIC TANK & WATER SERV1CE LOCATIONS BY OTHERS. CERTIFIED ONLY TO: :~.Y. LIC. No. 048992 PENN. LIC. No. 2115-E R=60.O0' LOT NUMBER 10 N 74'04'?0"E 6557' 0 $'E FC ~ ' 2.5'£ 0.6'E ~ 0 HAROLD F. TRANCHON JR. chain link fence 74'04'10"W 1 04.48' RECHARGE BASIN 5-14-2012 FRNAL SURVEY .~-20-2012 SHOW PROPOSED POOL 20'X40' 10-17-2011 STAKED PROPERTY CORNERS 8-22-2011 FOUNDATION LOCATION 5-25-2011 REVISED PROPOSED DWELLING JOB No. 03-288 SURVEYED FOR LOT NUMBER 11 MAP OF ROCKCOVE ESTATES SITUATED AT GREENPORT TOWN OF SOUTHOLD - SUFFOLK COUNTY N.Y SCALE 1' = 50' DATE 7-6-2005 FILED MAP No. 10657 DATE 6-11-2001 TAX MAP No. (R~F O~LY) 1000-53-3--19 I I DISK 500 HAROLD F. TRANCHON JR P.C LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 6,~ 1-929-4-695 FILE No. ROCKCOVE ESTATES LOT ~EA = 29,§36 SQ. FT. ROCKCOVE LANE NOTE: CESSPOOL, SEPTIC TANK & WATER SERVICE LC)CATIONS BY OTHERS. CERTIFIED ONLY TO: No. 048992 HAROLD F, TRANCHON dR. PENN. LIC. No. 21~-E R=60.O0' L=Sa85' 7.2 LOT NUMBER 10 N 74'04'? O"E 65.57' 0.3'£ FC C) FC 0.8'E chain link femce m S 74'04'I0"~ 104.4~ 5-14-2012 HN~ SUR~ 3-20-2012 SHO~ 10-17-2011 8-22-2011 [O~O~TIO~ 3-23-201~ R~ISED PROPOSED DWELUNG JOB No. 03-288 SURVEYED FOR LOT NUMBER 11 MAP OF ROCKCOVE ESTATES SITUATED AT GREENPORT TOWN OF SOUTHOLD - SUFFOLK COUNTY N ¥. SCALE 1" : 50' DATE 7-6-200.5 FILED MAP No 106.37 DATE 6-1t-2001 TAX MAP No.(REF ONLY)1000-33-3-1911 DISK 500 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 6.31-929-4695 FILE No. ROCKCOVE ESTATES REScheck Software Version 4.4.1 Compliance Certificate Project Title: Tsivouras Residence Energy Code: 2010 New York Energy Conservation Location: Construction Type: Project Type: Heating Degree Days: Climate Zone: Construction Code Suffolk County, New York Detached I or 2 Family Addition/Alteration 5750 4 Construction Site: Lot 11 Rock Cove Estates Greenport, NY 11944 OwnedAgent: JNS Contracting LLC. 256 Route 25A P.O. Box 385 Wading River, NY 11792 631-929-5500 Compliance: 17.3% Better Than Code Maximum UA: 565 Your UA: 467 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 est~rnate of ~ergy u~ or ~t mlatwe to a minimum~e h~e. Designer/Contractor: Brett Kehl D.A.K. Associates LLC. P.O. Box 1675 Southold, NY 11971 631-765-1862 Ceiling 1: Fiat Ceiling or Scissor Truss Skylight 1: Wood Frame:Double Pane with Low-E Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass Door 2: Glass Door 3: Solid Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space 1747 30.0 0,0 60 36 0.330 12 152 30.0 0.0 5 3319 19.0 0.0 158 381 0.250 95 251 0.250 63 25 0.250 6 22 0.250 6 1873 30.0 0.0 62 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The propc~-ed%building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and~o~comply with the mandato~ requirements listed in the REScheck Inspection Checklist. Name - Title Signatur~ Project Title: Tsivouras Residence Report date: 07/11/11 Data filename: C:\My Documents\REScheck\JNS Rock Cove Estates Lot11.rck Page I of 1 CONTRACTOR NOTES GENERAL NOTES: ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF RIVERHEAD, SUFFOLK COUNR(, NEW YORK, BUILDING CODE, FIRE DEPARTMENT RULES AND RECULATIONB, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES 2 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 DRAWINGS 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 DURING THE EXECUTION OF THE WORK 6 THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES PLUMBING, ELECTRICALB, FTC 7, PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS. INSPECTIONS AND REQUIRED SIGN OFFS 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SION OFFS, 9 THE CONTRACTOR SHALL DO ALL CUi~ING, 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 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUCCED. 1 1. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR, VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED 12 THE CONTRACTOR IN COORDINATINC THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S A%IENTION FOR IMMEDIATE RESOLUTION. 1 .3. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND BTARTUPS. 14 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 ATTENTION FOR IMMEDIATE RESOLUTION GENERALNOTES: General Notes, Wood' 1 All studs to be SPF #2 or better, and all other structural wood to be Douglas F~r #2 or better 2 All structural wood shall be in accordance w~th the nationol design specifications for wood construction - 5 Naillng schedule shall be in accordance wdh the spec,fled code Pre-manufactured trusses a, All trusses shall be "shaped" es shown on architectural cross sections. b. Trusses shall beer a boca number and sh(:ll be manufactured by o registered manufacturer S Erect and brace trusses in accordance to truss plate ~nstltute recommendations, 6 Plywood sheathing (]. All plywood shall be ,n accordance w~th the American Plywood Association (APA) specifications. b Plywood sheathing sh(~ll be continuous over two or more spans wdh gram of face plys across corporation or equal, 7 All sills shall be pressure preservahve treated (4 PSF retention) SYP #2 or better, 8 Design values, a Framln9 Lumber: DF (north) No 2 or better E = 1,600,000 PSI Fy - 95 Fb - 825 PSI latest edition supports Lamlnoted Veneer Lumber (LVL): E = 1,900,OOO PSI Fy - 285 PSI Fb - 2600 PSI DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE DEERKOSKI, 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 SAFETY 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 DRAWING OR CONTRACT DOCUMENTS, DOCUMENT NOTES THESE CONSTRUCWlON 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 ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT, SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF RIVERHEAD, NEW YORK, BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 2 FIRE SAFETY: 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 WORKING HOURS CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL OAS LEAKAGE IN THE BUILDINGS. OR ANY FLAMMABLE GAS TO BE USED DURING CONSTRUCTION. 5 DUST CONTROL' A DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. 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 BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. 4. NOISE AFiER 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 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, 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 6 SPECIAL SAFETY NOTES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR 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 WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE, IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS 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 7 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, GROUND WIND LoADSNOW SPEED (mph) 45 {bs/sqft 120 mph DESIGN CRITERIA SEISMIC DESIGN CATEGORY WEATHERING SEVERE PRESCRIPTIVE DESIGN USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDEN~AL TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP v C HEIGHT AND FIRE AREA HEIGHT FIRE AREA HC!~HT BUILDING THE VERTICAL DISTANCE FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT $ STORY OF THE HIGHEST ROOF AS PER TABLE 505 SURFACE - 25' AS PER SECTION 502 OF THE BUILDING CODE OF NEW YORK STATE, TOTAL HEICHT FROM RIDGE TO GRADE LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR LARCH #2 AND BETTER ALL EXT DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DAMAGE FROM WINTER I IOE SHIELD SUBJECT TO MODERATE TO HEAVY SLrOHT TO MODERATE 11 YES FROST LINE DESIGN UNDERLAY- DEPTH TERMITE DECAY TEMP. MENT REQULRED S'-O" degrees MINIMUM UNIFORM DISTRIBUTED LIVE LOADS 0n Rounds per square foot) FLOOD WIND EXPOSURE HAZARDS CATEGORY 1984/1998 USE LIV~ LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (o) 50 to) 10 ATTICS WITHOUT STORAGE (b.e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF SO 10 AREAS OF STRUCTURE }RAWL SPACE NA ]ASEMENT 1427 sq fE fIRST FLOOR 1427 sq ft ~ECOND FLOOR 1873 sq ft tHIRD FLOOR NA ~TTIC (HOUSE)(a) 1465 sq fU kTTIC (HOUSE)(b) 410 sq ft ~TTIC (GARAGEXo) NA to) ~THOUT STORAGE (b) WITH STORAGE a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 POUND LOAD APPLIED OVER A 20-SQUARE INCH AREA b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNtTS IN 12 UNITS c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A SOO-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES d) A SINOLE CONCENTRATION NTH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10,1 e) SEE SECTION R502 21 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fo) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (¢) BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) GRADE, EXCEPT GARAGE FLOOR SLABS BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 8,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) FOR SI 1 POUND PER SQUARE INCH + 6895 kpa (o) AT 28 DAYS PSI (b) SEE TABLE R501 2(1) FOR WEATHERING POTENTIAL (¢) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING 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 SECTION R402 2 FOR MINIMUM CEMENT CONTENT NOTE: ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPES ARE TO LEAD COATED COPPER SLEEVES / ALL PLUMBING TO BE IN ACCORDANCE WITH THE PLUMBING CODE COVERS OF NEW YORK STATE. 2,, 3.. BATHROOM#1 2,, KITCHEN 1 POWDER ROOM ~ '~'1 -5" 3,, C 2,, PLUHBING RISER DIAGRAH (NTS) MASTERBATHROOM VENT 6" GRADE 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) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACI~( 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 84 PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (5) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All FrGming Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong- %e No Substitutions are Approved or Authorized. Due to the Relationships of Fram~n9 Hardware to the other Components of tlhe Structure, (]ny Framing Hardware Substitutions will Render These Plans Null and Void, and wdl Result ~n the Installer / Contractor Assum~n~J Responsibility for the Design and Performance of the Entire System. ELECTRICAL INSPECTION REQUIRED ROOF AND PATIO DRAINAGE CALCULATIONS: ROOF AREA = 2754 sq/ft DO NOT PFIO~EED WITH FFI,,~IIN6 UNTIL 81,1RVEY OF FOUNDATION UDCATION HAS BEENA~PROVED, V = A x R x c RETAIN STORM WA'ER RUNOFF A - 2188 sq/ft PURSUANT TO CHAPTER 236 R - 2" RALNFALL - .17 ft OF THE TOWN CODE, C - COEFF 1.0 V- 2754xl x.166667 4590 459 / 68.58 VERTICAL FT. / FT. = 6.71 VF USE (2) 10' DIA. POOLS 4' DEEP = 8 VF. OR 459 / 42.25 VERTICAL FT. / Ff: 10.86 V.F. USE (3) 8' DIA. POOLS 4' DEEP: 12 V.F. OR 459 / 22.54 VERTICAL FT / FT = 2055 VF USE (4) 6' DIA. POOLS 4' DEEP = 24 VY ALL COVER TO BE TRAFFIC BEARING ALL MULTIPLE POOL SYSTEMS ARE TO BE CROSS-CONNECTED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICA OF OCCUPANCY ~) COPYRIGHT 2011 D.A K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROIECED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY Nor DE REPRODUCED ~,ITHOUT WRIF~N AUIHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPER[" OF D&K. ASSOCIATES, 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 to build without the authorization of local governing agencies, such as SuffoLk County Dept of Health Serwces, Tarn Building De~artrnents, DEC, CEMA, eec Verify all co~dHio~s, codes, and requirements ~ith such agencies prior to cons[rucNon, D°A°K ASSOCIATES, LLC 506 Main Sfreel phone: I63D 167-6071 Westhampton Beach, New Yori( 11978 fax. [631) 466 - 3354 E-Mail CArm8888@aol.com )WN£RSHIP & USE OF DOCUMENTS These drawings and speciBcoNons ~nc~udmg the ideas, design and arrangements represented there~n, are the property of D A K ASSOCIATES, LLC No port thereof shell be copied, disclosed to others or used tn connection wdh any work or project other than for which they have been prepared without written consent ~ °PR2\'-9/~S NOTED NO~IFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FE) ~NHATION TWO REQUIRED YaP POURED CONCRETE ROUGH- FRAMING PLUMBING, STRAPPING ELECTRICAL ~ CAULKING FIHA~ - CONS~T~ & E~T~6~ YORK NOTES: COIVlPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AI~ , SC~D TOWN ZBA~.~ / I//¢~4- PLUMBING ~.t. I~la,t~lll~ W,~TE WATER UN'ES NEED T~STINI~ BEFORE COVERING PLUMBER CERTIF/~CA~ ON LEAD OON~ENT BEFORE C E RTI FICA TE OF O~(~UPANC Y SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF I% LEAD. >ROJECT TSIVOURAS RESIDENC c BY JNS CONTRACTING LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK )RAWING TITLE GENERAL NOTES PLUMBING RISER DIAGRAM ECT~ 01 JAMES J DEERKOSKI. PE © D'A'K ASSOCIATES, L~ STRONG-TIE CONNECTORS SPECIFIED FOR CONSTRUCTION (TOTAL) NOTE: REFER TO S)MPSON WOOD CONSTRUCTION CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES ALLOWABLE UPLIFT LOADS (133) LENFTHOF BOLTIN WOOD MEMBER / SO PINE ALLOWABLE UPLIFT LOADS3 ALLOWABLE UPLIFT LOADS (133) LENGTH Of BOLT IN WOOD MEMBER DOUG FIR LARCH SO PINE ALLOWABLE LOADS FASTENERS ALLOWABLE UPLIFT LOADS OF / SP 735 I 885 FASTENERS (TOTAL) ALLOWABLE YENBION LOADS FASI~NERS (TOTAL) ALLOWABLE TENSION LOADS NAILS CLEAR SPAN +31" 28 8d FASTENERS HEADERS FASTENERS MOOEL UPLIFT NO RAFTERS TO PLATES TO STUDS CODE REF 7, 40, 127 COOE REF 7, 40, 90 CODE 7, 40, 90 ALLOWABLE TENSION LOADS 1650 NAIL CODE SPACING REF 0 077 CODE 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 THIS PLAN WITHOUT WRITTEN AUTHORIZA~ON BY A LICENSE PROFESSIONAL ENGINEER, PLACES ALL LIAOILI~ES ON THE CONTRACTOR LATERAL 940 DETAIL "A" LFTA LFTA LFTA L T P 4 DETAIL "B" LTP4 Simpson Stroh9 Tie Floop-to-Ftoor Connec"cions LTP4 MTSi6 MTS16 HD2A LTP4 Simpson Stroh9 Tie FLoor to Floor DETAIL "C" Connections TAKE-Up WASHER LFTA H3~A NW- COUPLER NUT ~MRSON TAKE-UP WASHER DETAIL "D" Simpson Strong-Tie RD]] SYSTEM SP4 LSTAS1 HTSSO LTSBO SP4 LSTA21 DETAIL "E" DETAIL "F" SP4 LSTA~I DETAIL "G" Equat number specified nails in each end DETAIL Simpson Strong-Tie CS16 Simpson Strong-Tie LUS46 DETAIL 'T' HUSBIO B ,I DETAIL "J" PROVIOE (I) HGAIOKT ON SlOE OF CEILING JOIST AND ON SIDE OF DETAIL "K" SIMPSON TAKE-UP WASHER 'xl 2 TU 85"- SIMPSON TAKE-UP WASHER COUPLER NUT 8- SIMPSON -- TAKE-UP WASHER ANCHOR BOLTS DETAIL "L" ALL SIMPSON HANGERS HAVE BIEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR CREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED liN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & P'A) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HIGH WIND EDITION, (1) SHEATHING TO BE NAILED 50 CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND AZ]IC TOP PLATES (4) SHEATHING TO BE NAILED 50 TOP PLATE NB SUSSTITUTIBNS Att Promin9 ho. rdwo. re shown on these pLcns, untess otherwise indiccl;ed, is Simpson Strong-Tie, No substitutions o. re o. ppr'oved or' authorized, Due to the r'eL0, tionships oF Fr'om~n9 ho.~dwo, re to the other' components oF the sl.~uctune, o, ny Fr'o. min9 hcr'dw(~r`e substitutions ~it( ~'ende~ these proms mutt o. nd void, and wilt result in the insto. LLer'/contr'c, ctor' assumin9 r'esponsibitity For' 1. he desiBn (1nd per''Fo~rqonce oF the enl. b'e system DoAoK ASSOCIATES, LLc 506 Moa Slreet phone' 1631}767.6071 Westhamplon Beach, New yoR 11978 fax, 16311466-3354 E-Mail CArm88~8@ad corn OWNERSHIP & USE OF DOCUMENTS therein, ore the property of D AK ASSOCIATES, LLC No port thereof shall be copied, disclosed or project other than for which they have been WORK NOTES: ~ROJECT' TSIVOURAS RESIDENCE BY JNS CONTRACTING LLC LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK )RAWING TITLE: SIMPSON WINDLOAD CHARTS & CALCULATIONS & STRONG-TIE DETAILS SET rSSUED FOR DATE G2 D.A-K A PROkqDE 5/8' T~E X FIRE RNTEB ~ETROCK IH AREA OR MECHANICALS PRO'NDE OUTSIDE BIB INTAKE AS RECOMMENDED BY MANUFACTUHEN'S SPEO£1CAIIOHS FOR ALL EOUIPMENT - - I REFER TO GENERAL NOTES PrE See DetoB 10'-2" ID' 2~ TOR OF FINIBHED PATIO I$ EO BE S* BELOW HOUSE V[RIEY MATERIAL THICKNESS FOR EOR OR SLAR HEIOHE (APPROX 6' BELOW HOUSE SUB FLOOR FO~ 3' SEEP, ~' SElliNG BED, ~' FINISiEB MATERIAL) MECHANICAL AREA (2) I~' × 9~" L~ C~rder i- (2) ¢ ~ ~' LVE SUd~ PRO,DE 4' PC SLAB (2) Ij'x g~' LVB O,rder PBO~DE C P,C SEAR (Am F I ~ I 5 R ~' ~) I--o L~J (2) lt', B~' [~ 10'-6~ F' 4' PC 5~AR ~TH 6x6 ~ 10/10 N PROR1DE HlN OF 2' PITCH Fill in B' Lifts GARAGE [ HORIZONTAL ~5 DEBAR ~ 1'-6%c 4' PC SLAR ~TH 6x6 ~ 10/10 See Detail 'L' Page 82 .i NOTE ALL ANCHOR DOLTS ARE TO HAVE J"xJ~ BADE PLAES fO BE USED AS WASHERS (SIMPSON) NOTE FLOOR JOISTS ARE TO BE SOLID BLOCKED ~D' DC FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE FIRE DLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STAFE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF& PA) WOOD FRAME CONS]RUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY D~LLINDS, 2001 SBC HIGH WIND EDITION NOTE ALL ROOMS MEEF OR EXCEED THE NYS STANDARDS FOR EHE NATURAL UCHE AND VENTILATION REQUIREMEN]R~ NOTE UNLESS O~ERWISE NOTED ALL HEADERS ARE TO BE (2)l~"x 9~2" LVL HEADERS FOUINDATION PLAN ARE TO BE A MINIMUM OIF (2) 1~' x ~' LVL UNLESS OTHER&iS[ S[ECiPIEB FOR ALL STRAPPING, NAILING, AND TIE DOWN DETAILS C COPYRIGHT 2011 D.A K ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVA]IONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WlTHOUT ~ITTEN AUIHORIZAIION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERD' OF DAK ASSOCIATES, LLC THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSI~LY TO THE BUYER Acceptance of these drawings does not authorize the right to build without the authorization of local govermng agencies, such as Suffolk County Depl of Health Serv'ces, Town Building Departments, DEC, FEMA, etc. Verify all condiH0ns, codes, and requirements with such to construction D°A°K ASSOCIATES, LLC 5~6 Main Sired phone, (631} T67-6071 Westhampton Beach, New York I]978 fox [631} 466-3354 E-Md CAim8888@ool.com & USE OF DOCUMENTS These drowlngs end specdicotlons includ~n9 the ~dees, design and orrangements represented therem, ~re the property of OAK ASSOCIATES, LLC No port thereof shall be cop~ed, d~sclosed to others or used iR connection w~th any work or project other th~n for which they hove been prepared without written consent. WORK NOTES' 'ROJECT: TSIVOURAS RESIDENCE BY JNS CONTRACTING LLC LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK DRAWING TITLE: FOUNDATION PLAN ISSUED FOR DATE, IDATE JULY 6, 2011 mROJECT NO 1041-2011 BY CMA 3HECKED BY JdO A101 JAMES J DEERKOSKI PE 1¢-0' ROOM 17' 6" UNCOVERED DEJ3K or PATIO T.8.D. · LYE SEMI FLUSH GIRDER 'f (3) I~'×~J~LVE HEADER 20' 7t LIVINGROOM EVE ME~ER // // STAIR HALL COVERED PORCH / / / I \ \ (3) 1~' ~ 9'~ tvt HEADER FOYER FLUSH HEADER I I (5) 1~' × 7~i' L~ READER (2) 1~ "x 1~ '~LVL SEMI FLUSH GIRDER (2) f~ 'E H?~-L~S[M FLUSH GIRDER KITCHEN ABOVE PANTRY DRA~N ABOVE CLOSET MUDROOM HEADER 2 CAR GARAGE Pro,de 5 8" T e X fire Rot~/ SherlOck 4' PC SLADI~TH 6X6 WYN 10/10 PITCH I II IIII NOTE ALL ANCHOR BOLTS ARE TO HAVE 5'xS' BASE PLATES TOBE USED AS WASHERS. (SIMPSON) NOTE FLOOR JOISTS ARE TO BE SOLID BLOCKED 4B" DC FOR FIRST TWO FRAME BAYS RARALLE[TOEACH OTHER FROM EACH END OR SIDE OF HOUSE FIRE BLOCKING IS TO BE INSTALLED fO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND IHE AMERICAN FORES] ~ PAPER ASSOCIAHON (AF& PA) WOOD FRAME CONSTRUCtiON MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION NOTE' ALL ROOMS MEET OR DXCEED THE NYS. SFANDARDS FOR THE NATURAL LICHT AND VENTILAI1ON REQUIREMENTS. NOTE' UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (201~"X 9~" LVL HEADERS FIRST FLOOR PLAN ARE TO BE A HINIHiAM OF (2) 1~' x ~" LVL REFER TO GENERAL NOTES FOR ALL STRAPPrNG, NAILINO, FASTENING AND TiE DOWN DETAil C COPYRIGHT 2011 D,A.K ASSOCIAES, UC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED NFHOUT WRIFD_N AUTHORIZATION ALL PLANS AND DESIGNS ARE THE SOLE PROPER~ OF D A K ASSOCIATES, LLC THE RIGHT TO BUILD ONLY ONE STRUCTHRE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO IHE BUYER Acceptance of these drawings does not authorize the right lo build <haut the auth0rlzaD0n of IGC01 govemmg agencies, such as Suffolk County Dept of Health SerVces, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such to construcMon D°A°K ASSOCIATES, LLC 506 Main Slreet phone 163U 767-6071 Wesfhompiongeach, NewYork 11978 fox, J6310466-3354 E-Mail CArmBB88@oolcom )WNERSHIP & USE OF DOCUMENTS These dr'Qwmos (]nd speclflcoNons including the ~deos, design and arrangements represented therein, ere the property of D AK ASSOCIATES, LLC No pert Ehereof shall be copied, disclosed to others or used ~n connection w~th any work or pro2ect other than for which they hove been prepared without written consent YORK NOTES )ROJECT: TSIVOURAS RESIDENCE BY JNS CONTRACTING LLC LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK DRAWING TITLE' FIRST FLOOR PLAN ~ET ISSUED FOR' DATE' JULY 6, 2011 PROJECT NO: 1041 2011 DRAWN BY CMA :HECKED BY: JJD A102 J NOTE ALL ANCHOR BOLTS ARE TO HAVE $'×3" BASE PLATES TO BE USED AS WASHERS (SIMPSON) NOIT FLOOR JOISFS ARE TO BE SOUD BLOCKED dB" DC FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FRON EACH END OR SIDE OF HOUSE 12'-2~2 40' 2i (2) I~" × ¢ ' LV~ HEADER BEDROOM #1 BEDROOM~ Iff 2' BALCONY HIP FLAT ROOF S'fSEM (FRAMED FLAT TAPER CUT PITCHE SDEEPERS) 9L10' GALLERY I I ~ {2) t~' x ¢ LVL HEADER I/ / SKYLIGHT BEDROOM #3 MASTER BATH CLOSET BAI'H ROOM I CLOSET CLOSET (2) 1~ × ~' LVI. DEAD[R CLOSET T CLOSET r --7 J L A__Fn~DC__ESS] 3DED 2x10 0 16'ac - SET AT 8'-1~' RDOV~ SUBFLOQR MASTER BEDROOM 2¢ 1% CLOSET -IN CLOSET . I I 12' 6' l 2x10 016%c - SET AT 8'-~@ ABOV~ SUBFLO~ 6' ~' x ~'-l~' RO AHIAD IIPALR )J'[O" 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 CONSTRUCTION MANUAL (~CM) FOR ONE AND TWO FAMrLY D~LLFNDS, 2001 SBC HIGH ~ND EDITION NOTE: ALL ROOMS MELT OR EXCEED DTE NYR STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS NOTE UNLESS OIHERWISE NOTED ALL HEADERS ARE TO BE (2)l~"x 9~' LVL HEADERS SECOND FLOOR PLAN SCALE. 1/4'= 11"O~ -- --~ ~ ~ ¢~~,~-- ALL INTERIOR & EXERIIOR HEADERS ~. ~ ARE TO BE A HINIHON OF (2) 1~" x ~LESS OINERNDE SPECIFIED 175~ S~ARE FEET PLUS BALCONIES REFER TO GENERAL NOTES FOR ALL STRAPPINO, NAILING, FASTENING AND TIE DOWN DETAILS (~) COPYRIGHT 2011 D.A.K ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED ~ITHOUT ~RITTEN AUTHORIZADON ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOQATES, LLC lHE RIGHT TO BUILD ONLY ONE STRUC~RE FRON THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER Acceptance of these drawings does not outhoDze the right to build wNhout the outhoNzdlon of local governmg agencies, such as Suffolk County DepC of Health Services, Town Building Deportments, DEC, FEMA, dc Verify oil conditions, codes, and requirements ~lth such to cons@ucUon 506 Main Street We@hampton Beach, New York fl 978 D°A°K ASSOCIATES, phone, (631} 767-6071 tax: (63fl 466-3354 5MAN' C^rm8888@aorcom OWNERSHIP & USE OF DOCUMENTS These drawings ond speclfDeotlons including the ideos, design (]nd orrmngements represented therein, (]re the property of D A K ASSOCIATES LLC No port thereof shell be copied, disclosed to others or used in connecbon with ~ny work or pro/act other thmn for which they hove been prepored without written consent 'ORK NOTES' gOJECT: TSIVOURAS RESIDENCE BY JNS CONTRACTING LLC LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK )RAWINO TITLE SECOND FLOOR PLAN SET: ISSUED FOR: DATE JULY 6, 2011 NO 1041 2011 DRAWN BY CMA CHECKED BY JJD JAMES J DEERKOSKI $ D'A'K A~BOQATE$, Nc A103 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAiLiNG, FASTENING AND TiE DOWN DETAJES _~ ( 2xll 16" Dc RAFTFRS ~ )~1 1-3/¢ x 11 7/8' L~t RIDGE BE~ ~ I X~ POST TO RIOGE m ~ ~ m~ ___ L i ~[~ ...... ~_l_Jl ~--~ I I Il ~ ----~l Il ~ II -- --] [ L II il × Ii I~:~ ~ --X~- ....... ~l----d --[ ~ F----ri' II ~ II I I 'l II II :~; - --- J L_ J' II II ~1 - ~T ~*IDGE II I -~ ~[ I x U W II ~lil II I IIII < / ~% ROOF PLAN TOTE ALL ANCHOR DOLTS ARE TO HAVE 5"x5" BASE ~LA1ES TO BE USED AS NABHERS (SINPSON) ~IOTE :LOOR JOISTS ARE EO BE SOLID ~LOCKED 4B" ac FOR FIRST TWO FRAME ~AYS PARALLEL TO EACH OldER FR~ EACH END OR SIDE OF HOUSE FIRE BLOCKING IS TO BE INSTALLED TO NEET OR EXCERD ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE ANERICAN FOREST & PARER ASSOCIATION (AF & PA) WOOD FRANE CONSTRUCTION NANUAL (~CM) FOR ONE AND TWO FANILY DWELLINGS, 2001SBC HIGH WIND EDITION NOTE ALL ROOMS NEET OR EXCEED THE NYS STANDARDS FOR ldE NATURAL UGH! AND VENEATION REQUIREMENTS NOTE' UNLESS OIHERWISE NOTED ALL HEADERS ARE TO BE (2)1~"x g~" LVL HEADERS ~) COPYRIGHT 2011 D.A K ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED ~THOUT WRITTEN AUIHORIZAllON ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.AK. ASSOCIA1[S, LLC l'HE RIGHT TO BUILD ONLY ONE STRUCTURE FROM ldESE PLANS IS LICENSED EXCLUSIVELY TO ldE BUYER. Acceptance of these drawings does not eu(hoDze [he right to build wilhout the authorMoRon al local governing agrees, such os Suffolk County DepN of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such to construction 506 Main Street phone [631) 767- 6BYI Wesfhampt0n Beach, New YCk 11978 fax' [631) 466 - 33~4 E-Mail: CArm8888@a0Ec0m De ~r~ o~skJ Aim &~K~hl^sSOclatel LLC · formed~ East End Design ASSO¢iGteS LLC )WNERSHIP & US~ OF DOCUMENTS These drawings and sOeOltlCCJbOnS including the ~dea$, design and arrangemenJ$ represenled therem, are the properly of D A K ASSOCIATES, LLC. No par~ thereof shall be copied, disclosed (o others or used in ¢onneclJon w~lh al~y work or project other 1hah for which the]/ have been prepared wllhoul wrdten consent ~ORK NOTES' ~ROJECT' TSIVOURAS RESIDENCE BY JNS CONTRACTING LLC LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK )RAWINO TITLE: ROOF PLAN SET ISSUED FOR: DATE SEAL' JULY B, 2011 PROJECT NO' 1041 2011 BY' CMA CHECKED BY JJD U JAMES J DEERKOSKI D.A-K ASSOC~TES, uc A104 NUMBER' FRONT ELEVATION SCALE: 1/4" = 1'-0" " REAR ELEVATION SCALE: 1/4"= 1'-0" (~ COPYRIGHT 2011 DA K ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COP~RI~T LAW, PLANS MAY NOT BE REPRODUCED ~TNOUE WRITEN AU I~ORIZATION ALL PLANS AND OESIONS ARE THE SOLE PROPERTY OF DAK ASSOCIATES, LLC THE RIDH! TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCEUSIVEEY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County DepD of Health Services, Town Building Departments, DEC, FEMA, etc Verity all conditions, codes, and requirements with such a~encies prior to construction D°A°K ASSOCIATES, 506 Mm Street phone [631) 767- 6091 Weslhampton Beach, New York 11978 fax' (6311466-3354 E-Mdl CArm8888@aokcom )WNERSHIR & USE OF DOCUMENTS These drawings and specifications including [he ~deas, design and arrangements represented therein, are ehe property of DAK ASSOCIATES, LLC No port thereof shall be cop,ed, disclosed to others or used m connection w~th any work or project other than for which they have been prepared without written consent, WORK NOTES ~ROJECT TSIVOURAS RESIDENCE BY JNS CONTRACTING LLC LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK )RAWING TITLE ELEVATIONS - AS NOTED ~ET ISSUED FOR DATE JAMES d DEERKOSKIf PE D D.ME A$SOCIA]'[S, u~ )ATE JULY 6, 2011 ~ROJECT NO' 1041-2011 )RAWN BYt CMA :HECKEO BY' JJD ~HEET NUMBER' A201 }OB NUMBER' J OF ,il RIGHT ELEVATION SCALE: 1/4" = 1'-0" iii! LEFT ELEVATION SCALE: 1/4": 1LO" (~) COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED ~THOUF WRITTEN AUTHORIZAtiON, ALh PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D,A,K, ASSOCIA]ES, LLC THE RIGHT TO BUILD ONLY ONE STRUC~RE FROB THESE PLANS IS LICENSED EXCLUSI~LY TO THE BUYER Acceptonce of these drowings does not authorize 1he right to budd without the outhonzaDon of local governing agencies, such as Suffolk County Dept of HeoNh Serwces, Town Building Departments, DEC, EEMA, etc Verity all conditions, codes, and requirements with such D°AoK ASSOCIATES, LLC 506 Mare Streei phone' [6311767.60/I fax [63i) 466.3354 E-Ma~I. CArm8888~ool corn OWNERSHIP &: USE OF DOCUM£NTS These drawings ond specifications including the ideas, design and orrangements represented therein, are the property of D A K ASSOCIATES LLC No part thereof shall be copied disclosed to others or used ~n coanecbon w~th ony work or project other than for which they have been prepared w~thout written consent VORK NOTES )ROJECT, TSIVOURAS RESIDENCE BY JNS CONTRACTING LLC LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK DRAWING TITLE ELEVATIONS - AS NOTED SET ISSUED FOR DATE SEAL: DATE JULY 6, 2011 PROJECT NO: 1041 2011 DRAWN DY CMA CHECKED BY' JJD JAMES d DEERKOSKI A202 NUMBER' REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ATTIC I" x 6" Azek Froze " HALLWAY CLOSET CLOSET BEDROOM #2 COVERED ENTRY PORCH FOYER DINING ROOM (2) ~6 robot 48' f¢~ To~ 16' x 8" Concrete foo[~g with (5))i5 rebors AJS20 x 9~' @ 1R"oc - R-30 INSULATIO~ (2~ I~ x 9~' LVLOIRDER (2) 1~' x 9~' LVt GIRDER CR0SS SECTION A D oAoK ASSOCIATES, LLC 506Main Sh'eet phone. (631J 767-6071 Westhompton Beach, New York 11978 /ox: (631] 466-3354 6Moil' CArm8888@aol.com )WNERSHIP & USE OF DOCUMENTS These drOwlngs ond specd~coNons mcluding the [doGs, design ond orrongemen[s represented therein, are the property of D A K ASSOCIATES, LLC No port thereof shoH be copied, disclosed to others or used in connecUon with ony work or project other than for which they hove been prepored without wr,tten consent ~'ORK NOTES' PROJECT, TSlVOURAS RESIDENCE BY JNS CONTRACTING LLC LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK )RAWrNO TITLE CROSS SECTION A SET ISSUED FOR: DATE: JULY 6, 2011 NO DRAWN BY CMA BY JJD NUMBER A301 JAMES J DEERKOSKI D'A'K ASSOOATES, t~ REFER TO GENERAL NOTES FOR ALL STRAPPING~ NAILING~ FASTENING AND TIE DOWN ~ 3/4~ x 11-7/8" LNI. ridge b~m I¢ DoAoK ASSOCIATES, LLC /I 2x10 ceilmng pmsls 16%c / GALLERY ~ 2x ~DGE CUT ~ ER F~T (HIP AT SIOE / RE~)~ Iii ~~ ~ P~mmet~ Ledger eeom -- I II s~s CCA P~T ~ II II I ~ 24' dC, 12' mx kal c~s CD"PACT Aa FILL IN 6' UFT5 RADIANCE RAIL S'STE, (2) 1~ "x I1~' LVL SE~ I I CROSS SECTION B 506 Main Street phone. (631) 767-6071 Westhampfon Beach, New York 11978 fox 1631] 466-3354 E-Mail' CArm8888@aol cam )WNERSHIP & USE OF DOCUMENTS' These drawings and speclflcat~or~s including the ideas, design and arrangements represented therein, are the property of D AK ASSOCIATES, LLC No part ~hereof shall be copied, disclosed to others or used ~n connection with any work or project other than for which they have been prepared without written consent WORK NOTES PROJECT: TSIVOURAS RESIDENCE BY JNS CONTRACTING LLC LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK )RAWING TITLE: CROSS SECTION B jET- ISSUED FOR DATE A302 ' D'A'K ASSOCIATES, ~c REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS I/2' Custom Scremed Vent I' × 6' Azek Freeze 2x6-16" oc ATrIC MASTER BEDROOM AJS2O x 14"0 16%c (2) ~6 rebar J' Irom Bottom 2 CAR GARAGE Pro,de 5/8" Type X FOOLINGS ARE TO BE A UINIUUU STEP FOOTING AS REC4JIRED CROSS SECTION C DoAoK ASSOCIATES, 506 Main Street phone, (631) 767-6071 Westhampton Beach, New Yor[ '1978 fox [631J 466-3354 EMoJl C~'m8888~aol corn )WNERSHIP & USE OF DOCUMENTS Those dr(Jw[ngs and specificQUons including the ideas, design and orran§ements represented there~n, ore the property of D AK ASSOCIATES, LLC No port thereof shall be copied, disclosed to others or used m connection with o~y work or project other than for whlch they hove been prepared without written consent WORK NOTES PROJECT' TSIVOURAS RESIDENCE BY JNS CONTRACTING LLC LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK DRAWING TITLE CROSS SECTION C SET ISSUED FOR DATE: ;EAL JULY 6, 2011 PROJECT NO: 1041-2011 )RAWN BY CMA 3HECKED BY: JJD JAMES d DEERKOSKI D'A"K ASSOCIATES, A303 NUMBER POWDER ROOM (2) ~6 r~bor 3' from Top ~ AJS20 x 9~' (2) l~x R~' EVE GIRDER (2) ~6 tabor 4R' from Top (2) ~6 rebar J' from Bott~ I$' x 8' Concrete footing *lth (3) ~Drebors FOOTINGS ARE TO BE A MINIMUM STEP FOOTING AS REWIRED 36* 8ELO~V FINAL GRADE A~IC (~t)ernotlnR) STAIRWELL II (2) 1~' x g~" LVt GIRDER CROSS SECTION D AJS20 x 9~' 016'oc REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS I DoAoK ASSOCIATES, 506 Mdb SDeet phone Weslhampton Beach, New Y0fk 11978 fox' [631)466-3354 E-Mail. CArm8888@a0( cum & USE OF DOCUMENTS These drawings and specffiCatlOnS includ[n9 the ~deos, design and arrangements represented therein, Ore the property of D A N ASSOCIATEE LLC No part thereof shoR be copied, disclosed ED others or used in eonnectlO~ with uny work NORK NOTES' PROJECT, TSIVOURAS RESIDENC c BY JNS CONTRACTING LOT #11 ROCK COVE ESTATES GREENPORT, NEW YORK )RAWINO TITLE CROSS SECTION C SET ISSUED FOR DATE: JULY 6, 2011 PROJECT NO: 10¢1-2011 )RAWN BY: CMA ;HECKED BY JJD A304 JAMES d DEERKOSK © D.A.K ASSOCIA~S, ~LC