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HomeMy WebLinkAbout37875-Z 1v~^` Town of Southold Annex 8/7/2013 ~ ~ P.O. Box 1179 54375 Main Road `d Southold, New York 11971 T' 1~4~. 1 ~ ~4 '~'+s-.sr~r ~'t CERTIFICATE OF OCCUPANCY No: 36427 Date: 8/7/2013 THIS CERTIFIES that the building ALTERATION Location of Property: 605 Latham Ln, Orient, SCTM 473889 Sec/Block/Lot: 15.-9-1.25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/17/2010 pursuant to which Building Permit No. 37875 dated 3/20/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: deck addition and alteration to an existin¢ one family dwelling as applied for. The certificate is issued to Orient LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37875 8/5/13 PLUMBERS CERTIFICATION DATED 12/17/10 Freddy Mirab les A thorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ~ ''a~ SOUTHOLD, NY ~?t t~'T," ~::u irnLL 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 37875 Date: 3/20/2013 Permission is hereby granted to: Orient LLC C/O Miraballes 47 Kellogg Hill Rd Weston, CT 06883 To: ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING. AMENDED FOR DECK ADDITION 4/21/20011 REPLACES EXPIRED B.P. # 36730 At premises located at: 605 Latham Ln SCTM # 473889 Sec/Block/Lot # 15.-9-1.25 Pursuant to application dated 12/17/2010 and approved by the Building Inspector. To expire on 9/20/2014. Fees: PERMIT RENEWAL $156.00 CO -ADDITION TO DWELLING $50.00 Total: $206.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36130 Z Date JANUARY 10, 2011 Permission is hereby granted to: ORIENT LLC 605 LATHAM LANE ORIENT,NY 11957 for ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING at premises located at 605 LATHAM LA ORIENT County Tax Map No. 473889 Section 015 Block 0009 Lot No. 001.025 pursuant to application dated DECEMBER 17, 2010 and approved by the Building Inspector to expire on JULY 10, 2012. Fee $ 312.00 ~5~~, - r Authorized Signature ORIGINAL . 5/8/02 Form No. G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 foan). . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2110 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similaz buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Boazd Approval of completed site plan requirements. I3. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $50.00, Additions to dwelling $50.00, Alterations [o dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on recxisting Building - $100.00 ' 3. Copy of Certificate of Occ ancy - $.25 4. Updated Certificate of O upancy - $50.00 S. Temporary Certificate Occupancy -Residential $15.00, Commercial $15.00 Dale. ~ ~ ~ - New Construction: Old or Pre-existing Building: (check one) Location of Property~_~'S ~~an ~~D -----~p'~r fit n9 House No. Street Hamlet Owner or Owners of Property. ~(j,Cy~~~ ~ ~UfJ~~ M 1Q,~4 f}Q.~ Suffolk County Tax Map No 1000, Section / ~ Block 9 Lot ~ Subdivision Filed Map. Lott Permit No. _ _ .3 ~ ~ ` 5 Date of Permit. 3' ~ ' I ~ Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: check one) Fee Submitted: $ j ~ h ignature g1?FFO(K Town Hall Annex c0~ Telephone (631) 765-1802 54375 Main Road ? Fax (631) 765-9502 T P.O. Box 1179 G • Southold, NY 11971-0959 '~i¢Ol * ~.~0! rocer.richertCa~town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Orient LLC Address: 605 Lathm Ln City: Orient St: NY Zip: 11957 Building Permit 37875 Section: ~ 5 Block: 9 Lot: 1.25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1sl Floor X Pod New Renovation X 2nd Floor Hd Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 3 HID Fixures Service 3 ph Hd W aler GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 Twist Lock Exit Fixures TVSS Otner Equipment: 1-combination smoke/CO detector, 2-paddle fans, 1-exhaust fan Niles: Inspector Signature: ~~~L-- C`~O Date: Aug 5 2013 Elechical Certificate.xls o~~oF s©~,ryo Town E{all Annex ~ 54375 Main Road 1~E ~ Telephoge (63{).765-k8(12 P.O.Boxl179 G ~ Fax(63!{765_9502 Southold, New Yodc 11971-0959 ;,pP` BUIZDII~i(, bBpARTME{V'{' TOWN OF iSOUTHOLD CERTIFICATION Date: ~ Z ~ ~ Building Permit No. ~ ]~j 7S Owner: ~ ~Q~g~t,LF-S (Please pant) Pluatber: ~~V)Q~ if 1 1~'S (Please print) I certify that the solder used in.the water supply system cants less.than 2/I0 o f 1 °l°: lead. Sworn to before me this ~ ~'f"jl - . a~y~~, ao l n - ~/"`P CONNIE D. BUNCH Notary Public, 818•e of New York ` No. O1B1181060f0 Ottallled ki SukloMt County Notary Publi ~jt.t- f -'-~j-Q~ aunty Com"MeN°" Exptiae Aprti ta, ~ c~- . o~~,oe soury~ 1 ~ C~ fi®* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] Fg1E RESISTANT CONSTRUCTION [ ] FNIE RESISTANT PENETRATION ELECTRCAL (ROUGH) [ ]ELECTRICAL (FlNAL) RE`MARKS: C-,/,Lcs~ G DATE ~ ~ INSPECTOR " ~ sue' TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT COIG?RUCTION [ ] FlRE RESISTANT PENETRATION REMARKS: lK ~ , S `z9~ ~~f~= - DATE ~ INSPECTOR I f TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECT N [ ]FOUNDATION 1ST [ OUGN PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REM RK ~ -'`"-"-t~0 ti DATE l INSPECTOR / ~ ~ ~~o~ sour~6 f®# TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTI N [ ]FOUNDATION 1ST [ OUGN PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY II~PECTION [ ] FIRE RESISTANT OONS7RIICTION [ ] FriE RESISTANT PQIETRATION REMARKS: ~ ~'~-z-~-4 JTC__~ DATE INSPECTOR f®f TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 NSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ l RESIST coNSrnucnoN [ ]FIRE RESISTANT PENETRATIOII R RK~ G i~ ~ DATE ~ INSPECTOR \ 3 ~ 13 0~ o~~~~J~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROU PLBG. [ ]FOUNDATION 2ND [ ] 1 CATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FlRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION [ ]ELECTRIC O^UGN)_ ~ _ [ ]ELECTRICAL (FINAL) REMARKS: ~~~'?~^-~9Z`-~- ~`:~-c~"a~ c - - V~ z G~r ~J E.Gs rur W DATE INSPECTOR O~~,OF EOf/T`_ TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION iST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] IN CATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (/ROOUGH) ' [ ELQECTRICAL (FINAL) REMARKS: y • ~ ~ DATE U3 ~ INSPECTOR / f®~+~ TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] IN ULATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE 07 2G / INSPECTOR FIELD INSPECP;ON REPORT DATE COMNIENTS ro 04 FOUNDA~'ION (1ST) ~ - ~ x Q FOUNDATION (2ND) ~i z ~ o y ROUGH FRA14II1VCT & H PLUiVIBING INSULATION PER N. Y. H STATE ENERGY CODE ' ~ ~ ~ 2 C ln/ ~ l~ [U ld/l'~C~ FINAL ~ . Q ADDITIO COMMENTS - a u L ,E' ~ ~ z /3 / - G ~ FZ w o~ -~P+ °x 3 - ~30~ BUILDING PERMIT APPLICATION CHECKLIST TOWN OF SOUTHOLD Do you have or need the following, before applying? BUILDING DEPARTMENT Board of Health--- TOWN HALL ~ J 4 sets of Building Plans SOUTHOLD, Nl' 11971 Planning Board approval TEL: (631).765-1802 ~ Survey C P ~l FAX: (631) 765-9502 ~ (p _ Check SoutholdTown.NorthFork.net PERMIT NO. ~ Septic Form SQ N.Y.S.D.E.C. Trustees Flood Permit ' ~ 1L ~ ~ Storm-V?ater Assessment Form Examined~ 20- Contact: ail t ~ ' Approved---/ ~ 20~ ~'T b~ b A+e:eppr~tc ~hone~ ~ 7Z'-~ "33 Expiration ~ 20 I a- ^n ~ Building Inspector D U PLICATIOh( FOR BUILDING PERMIT DEC 1 7 2010 Date ~ , 20'Q INSTRUCTIONS BLDG. DEPT. TOWN Of SOUTHOLD tca ton be completely filled in by typewriter or in ink and submitted to the Building Inspector with 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 Penrtit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a petrnit shall be eeNo bu lding shall be occupied or used in wholeuorhinuparteforoany 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 o issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permi[ 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. ~Ot ~ T LCL (Signature of applicant or name, if a corporation) ~ _ (b-1 UES~ C.t' Obi (Marling address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OZ-. E a'~ L LC . Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer P{ t Ct.tl.2 (Name ahd title of corporate othcer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. l . Location of land on which h~pnosed work will be done: ~ fl , OS HI amlet House Number Street ~ ( Block ci Lot ~ ~Z5 County Tax Map No. 1000 Section-(~_____- Lot Z5 Subdivision hk~~~ ~NQ Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy J ~ b. Intended use and occupancy ~ ~r~ ~ 3. Nature of work (check which applicable): New Building- ---Addition Repair --Removal --,--Alteration Demolition_____Other Work 4. Estimated Cost ~ ~ QQ!~ (Description) Fee 5. If dwelling, number of dwelling units ~To be paid on filing this application) If garage, number of cars ------Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories -~---Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height ~ bear ' Number of yStories 8. Dimensions of entire new construction: Front Height Number of Stories Rear ~ Depth 9. Size of lot: Front ~ Rear Zy~ De th p `t-~- 10. Date of Purchase Name of Former Owner 1 1. Zone or use district in which premises are situated r.( 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO t/ ~ 3. Will lot be re-graded? YES_ NO_Will excess fill be removed from premises? YES 4. Names of Owner ofpremises H ((11~?t„Eltlsz ~ NO~ Name of Architect Nq,D V bra ~ a f ~7 Address 4 ?}it, Q ~ c`4`~$3 --~-----~.~.~Phone No Name of Contractor~~~- Address'Z-8 yci r~ Kok ~,I phone No 3 l 5 Address Gt >r r~.~,r~.. Phone No. 5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. NO U b. Is this property within 300 feet of a tidal wetland? *YES IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO v i. Provide survey, to scale, with accurate foundation plan and distances to property lines. . If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. . Are there any covenants and restrictions with respect to this property? *YES Lr IF YES, PROVIDE A COPY. NO ATE OF NEW YORK) CC SS; LINTY OFD-c__ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, Ie is the CONNIE D. BUNCH Notary Public, State of New Yotk (Contractor, Agent, Corporate Officer, etc.) ~ 018118186060 Commission E~Ires AprN 14, 2~-~- id owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; all statements contained in this application are true to the best of his knowledge an belief; and that the work will be armed in the manner set forth in the application filed therewith. r, t before met s / day of l~_~~l 20~~ Notary Public t Applicant ~e~~k ~r/a~agu~~ Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM ~S PROPERTY LlKA110N: a.c.T.M. M: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A y,~ D ~ STORM-WATER, gRADINGr DRAINAGE AND EROSN)N CONTROL PLAN Qpe on 7 Z j CERTIFIED BY A DESIGN P OFESSIONAL IN THE STATE O 1 SCOPE OF WORK -PROPOSED CONSTRUCIZON PI'EM # / WORK ASSESSMENT Yes No a. What is the Total Area of the Projed Parcels? (Indude Total Area of all Parcels bceted within ~ Will this Projed Retain All Storm-Water Run-Off the Scope of Work for Proposed ConsWcfion) Generated by a Two (2') Inch Rainfall on Site? (s.F. r Aad) (This item will Indude all runoff created by sfte b. What rs the Total Area of Land Clearing clearing and/or consWdlon activitles as well as all - and/or Ground Disturbance for the proposed SD SF Site Improvements and dre permanent creation of ~ constmctbn adivily? impervious surtaces.) - (S.F.I Aam) PROVIDE BRIEF PROJECT DFSCRIPIION tF~arbe AdatlarW Paaee wN..a.al 2 Does the Site Plan and/or Survey Show All Proposed ~ ? Drainage Shuctures Ind~afing Size 8 Locatlon? This Item shall Include all Proposed Grade Changes and N! ~ ~~G~ Slopes Controlling Surtace Water Flow. l/CC.. 3 Does the Site Plan and/or Survey describe the erosion ~ a and sediment control prectlces that will be used to . control sfte erosion and storm water discharges. This item must be maintained throughout the Entire Constrodion Period. I I 4 Will this Project Require any Land Filling, Grading or ~ 6ccevatlon where there is a change to the NaWral ? / ~ Existing Grade Involving more than 200 Cubic Yards v of Material within any Parcel? § Will this Application Require Land Disturbing Adivifies ? Encompassing an Area in Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? s Is Mere a Natural Water Course Runnirg thrtwgh the ? Sfte? Is this Projed within Me Trustees jurisdidion Garrarat DEC SWPPP RsauiremeMa: or within One Hundred (100') feetda Wetland or Submisebn of a SWPPP b required M ell ConsWCtlon acOVlOes invdving soil Beach? d'nWrbances of one (t) « mae acres; Indudirp disturbances of less man one sue that 7 Will there be Site preparation on Exisgng Grade Slopes ? - are pan of a larger common pen that will uOimelely dbNrb one or more acres of land; which Exceed Fifteen (15) feet of Verdcel Rise t0 IncWding ConsWdbn ac1lWOes MvoMng soil tleturtendas of lase Olen one (1) acre where the DEC has deterrNred Olat a aPDES permit b required (or storm water tlischerges. one Hundred (100') Of Horizontal Distance? (SWPPP's Shall nrwt kra Minimum Rpuiromams of the SPDEa General Permk 8 Will Driveways, Parking Areas Of Other Impervious ? for Sturm Wafer DbeMrgss tram Construction xtlNH • P«mit No. GP-0.10-001.) Surfaces be Sloped t0 Dired StOnll-Water Run-Olf (J 1. The SNPPP eturn ce papered prbr b the submlOal or the Not. me NOI obeli he into andlor in the direction of a Town fightof-way? aubMtted to Me Depedrtent prbr to the axwnerlnemeM of amsWabn actlvky. 2. me SWPPP shek describe the aroabn end sedMmnt amtrd practices and where 9 Will this Projed Require the Placement of Material, ? - requlred, post-conebuctbn seomr water management practiws Mat wRl to used anaor Removal of Vegetation.and/or the C«rstructlon of any corisuuaed to reduce Me poNutams tit storm water dbcherges era to eawre Item Within the Town Rightof--Way or Road Shoulder o«rplbnca web fhe toms end condilbns of Mb permk In eddkbn, O1a aY/PPP ahaM Areal (TNa ibm rM NOTMdude tlw ImWatlar ar Odrawq Apaa) Idantlfy potently sasses of potlutlon whkh may reasonebty be axpeaed b a0ea Me quaMy of storm water dbeharyes. NOTE: N Arry Answ« b Wutbns Ono tlrrouph Nina la Answered wkh • CMek Mark 3. All SWPPPS Mat requke Me poatcansWgbn slam water management Prectlce in a sox and tln wmtructlon aka diaturMnn b between a,ooo S.F. a 7 Aon M area, congonenl sha\ be prepared by a qualitletl Design Prefesakmal Uamsed in New Vork a SbrmNfabn GredMg, oninaga a Erwlon Control Nan b naqukad M tM Town a that b kmtdedgeebb Nr Ure pdndpes eM predices of Slam Water MenegemenL SeWhold and Must M aubmkred for MWaw Pd« b bawrrn of Arq. Building PsrrrYL (NOTE: ACMCk Wrk(~)arW«Nwaerfy each Uueallm bRegdnd /ae(bnpM4 Aryantlon) S1'A1'E OF NEW YORK, Su~Fo~ ~ CwO~fUNTY OF SS 7'ha[ I, ..........J..' r. ~ ~L r/ ~ being duly swum, deposes and sa that he/she is the Ys applicant for Permit, (Name of Individual signing Document) ~ And that he/she is the G ~~a~+." dog (Owner. Can Agent. rpaale OMcer, etc) Owner and/or representative of the 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 tme to the best of his knowledge and belief; and that the work will be pet{otmed in the manner set forth in the application filed herewith. Swom to before me this; ...............................................dayof............................................,20..... Notary Pubhc I (Signature a t FORM - 06/10 ~ - so~r~ . ~o ~ Town E~atl Mncx ~ ~ T~kphoac (63 ~ 765.180E 54$75 Ma9n Road - - . sout~o[d rrsr ii ts71-os5s ~ ~ ~ ~1er.cic~erfCd~ovm sou~~ nY us . O `~T~ . - BTJII~3ING DEPA,R'IM~dVT - _ . • ~ TORN OF SOUTHOLD - APPLICATIQN~ FOR ELECTRICAL INSPECTION- • • REQUE&TEI7 HY: ~ ~ ~ ( - Dafe: > C`om an ' Name: ~ . -`~s"~`-~' i p x iVame: - nse Na.: Address: - . ` Phone i~lo.: , JOf~SITE INFORPviATlOl~i: f *Indica~es. required information) *Name:. C~i2-~-T~J L '`Address: ~ ~ _ , , ~ f • Permit nlo.: ~ . Tax Map I]isfric#: 9000 Section: Block: ~ Lo#: *BRI~F DESCRIPTIOf~ ~ a~~~-~ ~ :v - - -y~ ~ _ • f ~ k - - . .(please GirEle Alt! Thai '~Is.~~ ready for inspects Rough In' Final.. - *Db you need- a Temp T'etap -Information Elf rr ~ - *S@rViCe Size: 1 Ph 30Q 3$0 400 Other *New Service: R Change of Service Overhead Additional Infvnnation: ~ ~ - ° _ ' ;~,a, ~~y~~~~~; ~ ~ E ~ a~ '!TH APPLICATION ^ ~O~~OF SO~lyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road ~ ~ Fax (631) 765-9502 P.O. Box 1179 Southold, NY 1 1 971-0959 ~ i~ ~~'YOOUNTV BUILDING DEPARTMENT TOWN OF SOUTHOLD July 31, 2013 Orient LLC C/O Miraballes 47 Kellogg Hill Rd Weston, CT 06883 Re: 605 Latham Lane, Orient TO WHOM IT MAY CONCERN: The Following Items (if Che ed) Are Neede To Complete Your Certificate of Occupancy: ~e~-c~~ ~ Note: $86.0 or the ~ pla s submltd 05-06-2011 ApplicaVUVUtion for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town trustees # ass-tasz) Final Planning Board Approval. (Planning # ~s5-ts3s) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37875 -Alterations B.P. # 3/30 /J / BUILDING PERMIT EXA,M9INER CHECKLIST *Date Submitted:. /°2-~~p~~~ Date Reviewed: //~o-/t~_f \ Applicant: ©JL~-e~ d'~-e_,1(~iL+!'~~2z~i`~.,Owner: dom. ~~'~~/~Uw~i-¢r-er~~l chitec ~'~/^ti~~Yj Estimated Cost: ~s SCTM# 1000- ~ S - 9 - I ~ a-~Subdivision: Zone: Conforming? Property Address: ~ b S o~-- City: 011-p-~ Pre COs? Banding Permits (Open/Expired): BP -Z / Go z_ ,Info: BP -Z / Go ~ ,Info: 3P -Z / GO Z- ,Info: BP -Z / GO Z- Info: BP -Z / GO Z- ,Info: _ ;Ingle & Separate Search Required? Y o N~letercnination: iBQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. ACT: Lot Cov. ZBQ. Front ACT. Front RFQ Side ACT. Side REQ. Rear PROP. Rear 2BQ. Height . ACT. Height lZEat, B~ SIOES A ~T < p '1'oject Descri on: ~ Q ~ ~ ~ ~JZO-d~,-~. OL JVaterfront? Y ~ ayes, water bo Panel# Flood Zone: Bulkhead/Bluff Distance: ,DDITIONAL APPROVALS REQUIRED iaffolk County Health: Y o~ If yes, *Bed#: _ *Date: *Permit#: Town Septic: Y o~ - If no, certiRcation required: Y or N Received: Y or N By: dYS DEC: cgs-oec veins Y o~ Date: Permit or NJ Letter -Notes: foothold Trustees: Y of I~FI-Date: Permit or NJ Letter -Notes: foothold ZBA: Y or~- Date: Permit -Notes: foothold Planning: Y o~- Bate: Permit -Notes: Coven Landmark f : Y o TE: / r *NYS CODE Compliance (page 2)y Y,or N pis-:e~~ ~J_ Totes: N~ JP jL~-,je~L (~.~~G~~4z~-- ci'u2 O o ~T-- tee Structure: Calculation: Foundation: SF ~8~ SF X $ ~ ~d=$ I I~ • b d First Floor: SF + Initial Fee: $ a-o c ~ 0 U fecund Floor: ~__SF + Additional Fee $ )titer: SF SF X $ 'otal: SF + Initial Fee: $ + Additional Fee ( $ ~a-,eo Tl1TAr • NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIGGEOGRAPHIC DESIGN CRITERIA: Groltad Snow Load: ZO~ Wiad Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" _ Termite: M-H _ Decay: S-M Design Temp: 11 _ Ice Shield Underlay: YES ~ Hood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEBRED/PRESCILIPTTVE FULL FRAMING DESIGN ELEMENTS: Y1N I{EADERS: Y/N WALL STUDS: Y/N GIRDERS; Y/N CEILING JOISTS: YM FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: NIBBLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N i LIGHT 8%: Y/N «NT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N -TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) ` ~ - SUFFOLtt CO. HEALTH DEPT. APPRCtVA:I ( 'x ~ 2Gf._; ~ . S. NP.. -4354_ ~/9 i v ~ _ ~ i I ENT OF INTENT i ~'i F ~ r,K. - ~ : i THE WATER SUPPLY AND SEWAGE DISPOSAL ' ~ /l i i ~~SVSTEMS FOR THIS RESIDENCE WILL ~9_F-F I CONFORM TO THE STANDARDS OF THE SC (SUFFOLK CO. DEPT. OF HEALTH SER VICES. ' APPLICANT YK.: w e'... I i7 i O ~ ~ \ P° / <K]'i~g SUFFOLK COUNTY DEPT. OF HEALTH ~V' SERVICES -FOR APPROVAL FOR 4 _ CONSTRUCTION ONLY wELL I DATE. ' _ %r H. 5. REF. NQ. $3c90.'39 ' ~ i APPROVED: i 1 ~ / r ^ _ ' I SUFFOLX CO. TAX MAP DESIGNATION: 3tJ4'VE'~"EU ~ 1 / I DIST. SECT. BLOCK PCL. I~, I :moo ~'I ~ i'i! h.~ ~ r~n~a~ i.= 1000 G15 q 1.25 (Z ~ e--_ _ - _ _ ' OWNERS ADDRESS L.r i a.3 ~ I n J C*']X ~£i_ LL Y u ~ ~ r o ( .j I ~ en n A _v ~ Iv.Y `1~ o~ ~ - ~ - F ~ i N ~ ~ A - i 4T-r-laso r~ ~ - ~ ~ i d ~ DEED: L. N/A R ~ .P?.'.+..: ~i>`,L Z ~ TEST HOL STAMP w lJ ~ , j ~ _ _4i. VA-' e ~FOS N, O 4W- ~ ee~..u< .vsF COUNTY DFl/IRTIABITOM kPAL7ll86RVICEQ LL q ~~~~~y~ uam: aew«`ro :.AF. ,j"•. "f_~ f g~~r~(Nl~caylwaM X1'11. i MPf M&sYlf 91,% AY Lq 1994 KB.IW.W~~~-~ CurmnbrWm~P ~~(/q 1f3 f~yL'~ AMEI•IDED FE8. 2~isQQ:.MAY3~ I nromtiv I `VI V ~PY~V4~ ~1 I 6 °J I' L J ~ ~ ^ i NAY 18 1994 (zG, °~Yd bbs aCl~alwY• ' - ~ -`~°v="` a. i SEAL ~1 ~ ~ W S.C DEPT DF ~ a_.r SERVICES( AOgY, ?.E, CMM - OF HE y HEALTH tiCTE: 01be11Ntlran0Y9lMrAM r wx o~ j A5511RVCYEG C?'T. 12,!493 ~ i"~ ~~'b` rTN04EE~ .c nD v3 ~FnU~c ~n a-•r(~ p(~,.•tT, ROOERICK VAN TVYI. P.C. ~l~j~.~` -f".ci' v rF J., ,,F~ZIC'S rF E A~ ``-~Ar IYr.~~^j. V j _..~1,fi ~:a i LOT t5.~1Q1..Y FLAY AOCJC 12geadE N!~1if~[Sr-A1 lit. LICENSED LAND SURVEYORS. GREENPORT NEY/YORlC PLUMBING 4`_``~' a waTER uNES NEEO PLUMBER CERTIFICATION ~o TESTING BEFORE COVERING ON LEAD CONTENT BEFOREP~ ' t CERT(FlC,gTE OF OCCUPANCY ta~-toz° SOLDER USED iN WATER SUPPLYSYSTEMCANNOT ~ t Ex~sr ~ EXCEED2/100F1%LEAD. y w ~~d E AL ti ~y INSPECTION EQUIRED ~ a-~..• STUOio E%IST'G RR E%IST'G RR w A~rEaEo AS NOTED l\I DATE'~~I~-I-I B.P.t FEE: ~ ' ° BY=:~ NOTIFY BUILDING DEPARTMENT AT ~ o ~ 765-1802 8 AM TG 4 PM FOR THE ~ ~ 5, 5,_ ~O I i FOLLOVNNG INSPECTIONS: a'7 3 1. FOUNDATION -TWO REQUIRED ~ ~ NEwi o Ttl ~ ` i„ ~ ~ ; i~' FOR POURED CONCRETE T-UZ ' 3 ,_6„ ,_1„ 2 ROUGH • FRAMING. PLUMBMiG, Q 0 STRAPPING, ELE&TRICAL 3 CAULKING 0 3. INSULATKkI 4 FINAL - CONSTRUCTION t ELECTRK;AL io~-~° 143 , I MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MB:T T!E n NG w/ O ' REQUIREMENTS OF THE CODES OF NEW ° 3 e~eQnM ~ ' ~ YORK STATE. NOT RESPONSIBLE FOR ~ DESIGN OR CONSTRUCTION ERRORS. O OAn} c wi 4 Ex~sr COIv1PL'Y V~~I~Hi ALL CODES OF NEW YORK STA"ft & TOWN CODES ~~z NEw wAc~ AS REQUIRED A F w~4c.c.s ro ~~d ~ SO OLD TOWN Z6 aPE'E~"'tO`G° SOUTHO!D LANNINGBOAAD ProjectTiUe Re ' 'on SOGiH T,.i;il. , J'~.tr /n~,91~ ~Q\ / Date ~JYIC L ~usm~nc xa~~cs `-Y.r ~ /y eoarroRffirr,cormaurroa+. etail.-. Dwg. 1 g 3" fd ROOF VENT JAN 7 2011 D 3 BLDG. DEPT. TOWN OF SDL'THDLD 1 1/2 1 1/4 1 1/4 1 1/2 1 1/4 1 1/4 1 1/4 W.C. LAV. W.C. LAV. LAV. 3" SHO ER SHO ER F.A.I. OR ATH OR ATH 3 2 2 C.0. ~ 1 1/4 3 1 1/4 1 1/4 C.O. 3 3 4 4" C.I.~~ TO APROVED SLOPE" 1/4" PER FOOT PITCH TO DRAIN HousE SEPTIC SYSTEM TRAP - r PLUMBING SCHEMATIC ~>v ~ , } GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: I). RIDGE-T6RAFfE0. ASSEMBLY: ROOF FRAMING: ANY I I 41H" x 30 ge"Be rtrap fiali be atazhed m exh wiroRahen in arrordan¢ to table 34. J~p)T pEXRIRION NAIL NNL NDTFS 1 IN RESIDENTIAL DWf W NG WMn a wilar tie If cam In lade tld8e rtrap, the numM d IOd wmmon Waltz rcRulmd QTY. SPAC WG B H fiT (SEE PUNS) CONSTRUCTION NOTES: ^°xh ed ar m. wearne nets nd n¢miM tabaletm n"mbardea roof In Me Rrap. RATTER TO 8'WAIL 3-Bd COMMON EACH ' TOP PUTF ID' WALL:4Btl COMMON RAFTER TOE~NAII Il-The lnfwmetim wlfFM fhN retamnstm<hm daammhN rclatm to Md<design 31~RAFTEA~TOWALL ASSEMBLY: TOTAL fQ. FT. OF CONSTRUCTION ISEEPUNS) Inkne end homing tlnalls. Thry arc InteMetl as a <onshu[tlm old. mt a subRNUte bkrel heMly and rhnr well ronnecHOm tar rafter. Mling w loos to rop pate rMll M in CENNL JOIST B WALL 3-Bd COMMON EACH TOE-NAIL br gmmlty ac¢Ptm good Mlldlry preaa« eM mmplkxe wNM1 mrrcnt Neu Yark ecmhJeme ro nble 3.3. When a refler or eruct do mR kll in line wtth scads below, raRm TO TOP PUTF 10 WAIL Odd COMMON JOIST PRFXRIPTIVE AS PE0. N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State MlMlry <mes. The Lercrtl Coaraaw N reryansibk Iq prordiry RaMeM or hussn shall be aMrlutl ro Ne wall lop plate and the wall tap plak (hall be eMrAm to CDUNL lOI5TT0 Af PE0. TABLE 3.] EACH FACE DESIGN CRITERIA conRmMm tle[aIN am prxedum to msurc a proleuiamlN Dobbin, rtmeurally eM ro tM wall rind with upaM wnrcdlom. 0.ooh oremerying the oleo sIM of Me bulldiry PARALLEL RAFTER WFCM ~ fBC UP NAIL wand em a weatMrproof wmpleted protluN. shell be manMm wRh uplift wnrcOims in azcortlan¢ wIM tale 3.3c CENNL IOIST UPS Af PER TABLE 3J EACH FACE Z7. TheGmenlCahenor irmwmMle for mwriry Mat all mmh and wnRw<llan 3). WALLd0.WALL ASSEMBLY: OVER PA0.TRION WFCM~SB[ UP NAIL EM.BALCONIES fi0 COUAR TIE uPF0. TABLE 3.4 EACH SAGE DECKS !D mMr mneN fetlen, stew, mmry azd lo¢ <otlm eNimmer and rtguedans, nc. Wall scuds above am rtua Mow a floor level shell d anachd wM Yplifl wnrcnias N TO RAFTER WFCM ~ SB< FND NAZI ATTICS w/o STORAGE 10 The¢ co4a m ro be <mdtlercd n mR d the spmflotbnr rq ebb Willing end evorda«e wXM1 ode 3.3b. VMen wall,Ntll above do na loll In Ilrc whh Ruav Mau, the should W eAUrtd ro even N in vaMn¢ with tM plan shds fisll W ettedxd ro a wmmon memM In the flar usembly with upIIR carcem in BLOCKING 3 Btl GDMMDN EACH TOE ATTICS w/ STORAGE ZO acmMame wits kbk 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 0.00E (GROUND SNOW LOAD) 10 31. Dlmmsbnr shall Nke pre¢dent over waled tlmMny. AIM BOARD EACH END (LIVE LOADS PSF) (DO NOTSGIE DRAWINGS). 4). WALL ASSEMBLY TO fOUNDATON: TO„ggThg 1-I64 COMMON gND NAIL 0.00M5(OTHF0. THM15LEEPINL) 40 FIM well studs dull be wnmVM ro the bunMHen, alll Alen. ¢ 6drom plate wRh upIIR ROOMS (SLEEPING) 30 O). The dnigrcr M1er rot been engym for <onnwttkn wpervNlon and eswmer m rmnMm. steel maps sMll Mve a minimum embmmmt a ] InMU M mlwete WALL FRAMING: STAIRS 40 mponsmlllN br ronRmRlm worMrotlnB wets Mne plans, ar rcsponsiblllN Sor Iwndehon em slebanyrade. l5 amts M masonry bl«k kundahom, «lappm umx mmmmbn means, methms, kcbnklms, uRUmns. q Pra¢dum. «Ica ukry Has plate end rollm In s«arde~ wIM table 3.36. WMn stool rtnp arc lapped uMer Me 1WNT DEXRIPTION N~ SPACdING NOTES preuMlma am pmgremr In ranrceim whA Me wale Thert arc a werunfln M a boron pkk.3lnM prorc wash shell M uW wNN tyre mdq hoht AMw Wh X S ATA RY (DFRGNED FO0. CAT. Q peaMc uu vpmud w Implkd in the uu atheu Alen,, Axing b ro W sperm end sled in se«da«e to Nbk 33a. In eddttM ro pinny TW PUTE TO I ~ Ibtl GDMMD PE0. SAGE NAIL arulmr balk are ro be spa¢d between b111rchn boor Me end da dll dm eM ell TOP PLATE SOOT SEE NOTE: I LOAD PATH SEE CONSTRUCTION ANDW WD PATH CONNECTION 5).Refmrothe Wlydov aM Daar uhmuk f«MMOr opmin8r. ~ TOI PUTES AT I~lm <OMMO NNMS FACE INTFRfKTIONS EA SIDE NAIL NAI H p fi). The Gerural G«Rrxt«is to emus iMt mawnrygpMebratlm flreplam ninb 5). TYPEIEXIERIOR SNEA0.WALL CONNECTIONS: or ex¢ml menWactureS spMflcaflonr aM applinbk rades. Type I exlnlw dyer walN wits s minMUm d ]/I61rrM carom dmdunl mrcl m the ederbr STUD TO 3 - Ifid COMMO 34' fME stucMd wlM Btl canmm rollsrt fi'n<.rtHu Panel edges and l3'o.c In Me Bell am Si11D O.C. NNL yin.: The Lercnl Cmhaztw Ir to mnwlt wtth tM queer for all bulb-In Item) I/1 IM FIRE PROTECTION cats as beokmsn.+ g/pum wdltoadm Melnkrlw ehxbed wlM Sd cmlm nailsrt TOG. al Wnei HEADER lfitl COMMON AIANG EDLEf NAIL ~ SEE FL000. PLV4f helviny pants, douh. Mint nc etl8es am 10' a.c. In Nu field Ault M in ar<vrdarue wdM Me imyth rcquiremenes pmflm In fade 315ed. TOPO0. BOTTOM 3-IfidC PE0.1x45ND END 8). cam load rc¢IlrtmMe dull fie kken Mb azcaM dM mnmuelan. PUTE TO STUD 3 ~ Iba COMMO PER ]xb STUD NAIL FOUNDATION NOTES: °j;T„'P„",~a°'F,R„,~,IyWAILL~CO„NERIONf: BOTTOMNAT£TO: requhmuilsdteble3.ISe-0tlmnN¢approptlek FLOORlO15T.BANOJOIST. 1-IbdCOMMO fACENAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA I). The Cerlenl Canlrxtar em Moron to redew plant ekvadona, dnsik end Wan ro IengM mlurtment Thin M able 3.Ib. END lOIfr CBt BIIXNNG FOOT SEE NOTE: 1.3 GROUN WIND SEISMIC f0.0if WINTER KFSMIEID detemalrc intemm MgM1Ndflnishm Mor(q above rypknl gntle. ]),INTERIOR SHURWALL CONNECTIONS; FLOOR FRAMING: SNOW SPFFD DESIGN WUTIfRING UNF TFRMIEE OKAY DESIGN VNDERUYMFNT H~I~DRDS 21~ All faNlyr ro ml m uMiwubetl (drgln) call. Nbwabk sidewal ImgMS provdm in kble 3.14 fiell be permmm ro be irweasm when NAIL NAIL LOAD (MPN) GTFCAJRV pERH TEMP. REQUIRED IntM«aMrwalb art usad.RUeMiry am mmeMOnr shell beN amwMrce wits IOIM DEXRIPf10N NOTFf 3 4A.1 em 2.1.4 mpxnvery. QTY. SPACING 20 U5. 120 B SkVFRF 3 fT. MODEMTF SUGHf TO 11 YFS 31~ Provide 1/3' dpandon joint metedel belwem wnaek slab em abutting JOIST TO: PER TOE TO HFAW AIODFGTE - raurne w mawnry walls aoMly k meROr or mhmim Mteriw anal 8J. CONNECTONS A0.0UN0 EME0.10R WALL OPENINGS: SILL TW PUTE OR LIPOER ° ~ ~ CO JOKS NAIL Heats arryw gbtln wnneMbns shall be atterMd wttA UplM mnnmimsin azwrdan<e BRIDGING EACH roE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). My nw mnrrzd walls Mng eMaud ro exlydry wvete Rmmrrc shell wHh ode 3.5. LWrdew dll plain dull be have Mel cmmdm in e«omerce whh table TOlOISf 3 -Bd CO FND NAIL NAIL flACINL NAIL SPACING AT INTERMEDIATE M Inrtelkd wits I5 mbar. IB' long at 12' nc. We approved epoxy br Inrtallatlon. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOF AT PANEL EDGES SUPPORTS IN THE PANEL f1ElD 5). Unlm ahmylu mhtl. all Webs on grade ro Ee 2500 p.s.l.. <onvek to be 2 -Btl COMMO pound on 41nM ld<k send w gruel fill wIM bxfi win mesM1 Mnfordly. Lothar sled 9). CATHfURAI CFlUNG ASSEMBLY: TOIOIST END NAIL 9' PERIMEfFR EDGE LONE Btl COMMON ®b' O. Btl COMMON ®fi" O.C. SEE NOTES: 1.3 ro be minMwm 3~V31rrM MI<k. All flilro WmmpMm ro951k MNNe denrity wlM WMrt4Adge la toduutluartruwnl beam, Me nRm mall ettM Ee nddud am BIOCNNL TO: FMH TOF INTERIOR TONE Bd COMMON gb'O. BO COMMON dB l3"OC. SEF NOTE5:1 (BOTH HEIRS) b'madmum lHh NNM). erxbareEmropdeM EeamaAOpe mnru<tolc dull be aiuduaroexh nftmroMye SILL ORTW PUTE 3-Ifitl COMMO BLOCK NAZI NOTE:3 FOR PANEL fIEID b1. Crawl sps¢sta be prantlm witha minimum iB'v34'evm ppeniry. InMll one along Nu opm¢Ilary grta Hie WlMlny CmnMlwRrothe Ndge em well AultMbe LfDGR STRIP 3 16d CO EACH FA<E GABLE ENDWALL RAKE AND RAKE T0.Uff 04 COMMON BYO. Bd COMMON B4'O.C. SEE NOTES: 1.3 Bxlb aA Iran IaMMm vent fw evey I50 q fl. olana. rttazhm w4M Nu above mBzircmmh. TO BEAM X1151 NAIL NOTES ]).Dam DECK AND COVERED PORCH NOTES: 101ST ON LLOO°L 3.Btl coMMO Ptl1 TOA p¢oafexledordlaurAehen wlM bWMnascoating as pas uctbn R406 of TO BfAM X115T NMl THESE NOTFf ARF ONLY TO BE REFERRED TO IF MENTIONED IN XHEDULE NOTES ONLY. N.Y.S. 0.mdemial Gonrtrumon Code. A bmll pdyetlrylene Nor Mall be applied Dior I). Unlm othervla odor, all heming mekdel to be BI ACQ prewrt heath lumber. BAND LOOT PER END the Maw grade Portion d Mm« walls pdw to bxMlliry. NI kdmm. Mogen am anrlwrt fe be gaMnlzm «rteinlm MH. TO JOIST 3 ~ I6a COMMO IONf NAIL IJ. Fq roof finMlry wILNn I fM d HN perimeter mge d Me roof. Irclutling 4 fM m eats sde d 1M roof peak gJ. Dn u pas u<na 0.405 0l N.Y.S. Rwmennal CmRmdbn Code. IJ~ LINen for dMlash to M Mted ro eazh port wltA wafim old nun. BAND JOIST TO: 1 ~ l6d COMMO PFR TOE NAIL IM 4lace petlmnn edge mrc anaMmenU rcquind sMll be uud. Glydm a mnem Aim dull M sMwnd wIM pmpn rteel mnlumrs avborm SILL O0. TOP PUTS FOOT SFE NOTE: I FRAMING NOTES irrtowrcretewlMeminimuml/2'tllaxTiongan<MboltwkhwuhmeMmtts. 2).TaWlektl121rcba.crollpadngmumesshertNngattsMMbnhn/IwsSramllgmembmwhhG>D49. I). NI hemkg kMniRUn aM meMaG u Prcr<tlpHVe design d 300fi SBC High Wim NAIL NAIL for fnmin8 membm wits <o.13<L<OA9, tM roll spmrg shit W rcdwm b fi ImMS q<. Etlhim Wam Frnniry Conslmdbn MmM. 3).P«n wppMlry 8lrMrtsMll beaMiq'edroell'xJ2'xlY ehkk wnoue faNiy. JOIM DFSCWPfION SPACING Uu a Mnlmwn I(3' die x 8' lory mdwr bob wIM wsshm eM nun. Faalrys fMll d 3 fl. 3J. TeWkim I Imh o.c. mil pMllg aswmn meaMary ro rafter / Tins, framary memMS vAM G>0.49. Fw I). Unku al6erwlu nam.all hamiry em rtnuturai wood mentld robe B3+BT0. below lots. Perchn with mvmtl rodssMll MVe lY tlia. rgroele Pkn far the garden. ST0.UCTUWLPANEL 84 MP~IAB~C3.B homing mnnbm whM1 0.42<G<049,tM mil spmnB Aall be ream to 3lruNn o.c . D«yl°'e.' 4). Rea jartfro MVe dodlly.t ero a.<.. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CEILING SHEATHING: NMLSPAadc NMLSPACINGATINIEILMEDMTE 3). Fbwe, walls ¢Ilings and When ro W spend a Ib Nuhn o.c unlns Wolin SHEATHING LIXATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES dheruiu S). A Mnlmum d IO In[M1 fleMlry shall M InMllm between tM WlMing em ledger. lO1M DFXNPDON NA4 NNL ledgn to W IaMrod ro building whM1 I/2' da. bdN wkh weshen am min QTY, SPACING SEF NOTES: 1. 3 (BOTH FIELDp 9'EOGE 20NE Bd COMMON 06'O.C Bd COMMON ®13'O.C. 4). UnMS oaeraHre roleE, ell bemry wall hutlen to be (3) 3x10 AZ+BT0. Day Fir. ~°r° ^C°tlm~ GYPSUM ~ COOLEN T O.C. EDGE NOTE: 3 F00. PANEL FIELD Bearing wall heetlen ro hue Q) jeh sndz em Q) full ImgM ohm on ea<b tlb a all fiJ. Cwume pleas Ault be a mlNmum fi' above grme. WAIIdOA0.D lo' O.C. FIELD INTERIOR ZONE 04 COMMON ®b' O.C Bd COMMON O 13' O.C. SEE NOTE: 3 apeNrys. LVL hntlas to Iwo (3J lab sNtls em (1) full kryM swtls an eazh shed WALL SHEATHING: apmMp. Beedry wall wiMpw tl16 AW I alw Mve (Z) wlndaw dll Akan f« Ix4 wall ~ NI Idm ro be vupparted wIM Mngers and andwrs. Eats told sMl elw be smhartd sM larklnn aPWRable. ~ ~ well openings Mween 5'11 eM B'9. Provide Ne to gINU(s) JOLM DEKNPISON NAIL NAIL THFSF NOTES ARE ONLY TO BE REFERRED TO IF MEN110NFD IN XHEDUIF NOTES ONLY. QSY. SPAGINL S). Allflush baamVMahn iota kadlkd vMb heavy duty gelvMlxm M1aryerr xd B1~Caverm 0.aoh shell be aswmdm am aMlwm tM Ume mennn nary l¢I Wlldln PANELS 8dC MWFCM BSBC9 I). f«wNlrMalhiry wlMin 4fMdMe <amen.tlu4faot mge zau aHxbmmt rcqulnmeMSSMII °^dlq'wlK,e°pp'k.6k'°a"w^^M'~I°'M PLUMBING NOTES °eYKd )Afi' OA 3' O.G. EDGE 6).Dade up floor joittlumer wells that can psrelM roots flpwldrt and under beMw 1). Ali wetm wppty. dnlnege aM.rcnHryro be lnMllM UPer N.Y.S. ResdenMl PLYWOOD 64G b'O.C. FIELD Z). TNwlelm ll Lodi o.c roll sadly eaumessMething aNa[Md rosNd Mining membm WM Flan to have <mmlc de Inttallm MII M vetlRm 4 proper lotl ¢WdtY unlns noted CmRrvRlan Code. GYPSUM T O.C. EDGE G>0.49. Far RemMg membm whh a.41<L<, Me roll sports mall6e leduad [0 61Mea o.c. m pans. WAtIdOA/D Sd COOLLU 10'O.C. FIELD ]J~ProddeZ~id/4'thlh miwlaa(heigdronulM BOw idN)awnE Mlmell aid/ 2).VeRN'ePHC ryrtxn with tle E~lun br SUfldkCanty lkWeh Depmmm eppwel. 3). FOr exlMw Wrul sdlny gsMniutl bin nalNSMllMpemtlllm mbe aubsNhrtm Mwmmon rolls. «M,,..n ppmirg, pnlm annwae aim (NPI¢9. NOTE: 3). uw.n rtaea, plain «JaRa.re rot at a"Ana imknmon ror am gambing M,tm work B). Downers mnning uP loaf rtftm art to fie wppartea by dable rafters pas aISM. doe ProvStle adeWale firmly and plain ro peotM and uxure the rtrMwe. VeMy WM Nn JOINT DEXNITION ~ SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY where epPlkade unku oMerwiu m#m. rtak<pdeam mmaeduMS rt<am^u^dnl°^f«'nad'^'ur'I'°I°ske °^d pm 5rtlmlttm. ST0.LIRURAL VANEIS fi'O.C. FDLE EXISTING CONDITIONS. MINIMUM 3000M CAPACITY. 9J. Prevlde blohlnybrltlDry inflarjdMNBD ac. VUwid dMmyin floor joins HVAC SYSTEM NOTES I'OR tl35 Bd COM 1Z'O.C. FIFlD I)P0.0VIDE 5/8'TYPE-%SHEFT0.0CKFIRF STOPPING AT IO'OMA%IMUM DISTANCES FOR NON ACCESSIBLE AREAS uMn e11 beeNng wane. 11. Maalunkal wbxmhMOr Is InpoulNe far aMeMry ro ell appllude wtln sM ukN N T S: Z). USf DMPSON HANGERS AND ANCHORS WfIH Z-MAX TRIPPLE PROTECTOF COATING FO0. CONTACT 101. Provide InwlaNm MMn et eew venn beMeen raRm. Instal dreg damry u reAUlrcmmh. 3). INSTALL 1 ~ Co2 DETECTOR IN ADDITION TO SMOI(E AURMS PE0. FLOOR. a THFSF NOTES ARE ONLY TO BE REFERRED TO IF Smlon 0.601.8 ~ FIRFBLOCKING REQUIRED ^°°d°d' Z). HVAC wbwmreRw is to idty womiruh all sYrtem Nta end rcquhemenn wleF Me MENTIONED IN XHFWI£ NOTff ONLY. e4uipmenf wpplkr. FanblMtlng sMII M proWdm ro M df ell mn¢sktl Mah opmlrlgs (both vetlbl end hoMmtell x I I). Unlns glrewlse aim, ell roar and wai6 to hm a minimum IR' ihlM. 4~pN Fir 1). NNlay regartmmh art baud on wdl sheathlry em ro krm sn eRecnve fire beMer between rtodn, end beween s tap story am the and pen. CD%Metlw McNhmg Breda plywom.PNwadrocaera•er plates antl header. 31. HVAC wbwntreeew to prwlM flrol syrtem layatdmving and aubmlt hto eM Caurel rollm b'amRerN Me pats mge. if wall shnihing FlMAOtldng sMll be provitlm In xwod~heme wnstllMkn in flu foBowinglgmml. 13). UaeR aMmiu rotor uu 3/4" MiA T6G PTf Fir q AdventeM plywml wbfloor <mhador old ewmer for flint reWew antl approval. 1, orator 3' on¢nte rt tlu pmt m8e to obkin higher mhercd whh PL4p0 mMhrc antl snowed fo flar Idm. flnimm floor m be imtallm shear rapstllin, ndNry rcRabemmh for rtmctural I). In wlueelm sparn d sMtl wills aM paMHOm, IMUdlly Nnetl span, at Xy ailiry eM floor ~i aver wbflaor al per mande<ture's innmMmt ELECTRICAL NOTES: members mail W dabkd, w Nimute <aro<ron, kwla. Co«4skd M1oMartal bona spoor IMIi elw be firtblarYeJ N iMervah not ex¢ming 10 y 11. All e1MRUl to be Indellm x per N.Y.S. Rnkenikl Corulmcli«r Core. cats u tluar Pkkx sMll M wed ro maintean tom wrh_ kel. Bem or deMns d mirnel or glass ilMr shall be aliaved as flreblo6iry In walls wMmdm 4 wily penNtl rwa d sNN or sta8gerctl Rms. 13). NI beMrown walls ro M1aae Irz" Ihkk moieturt-mlRant shenrak. GaraF'eNls am ¢allryr am over lumen to M1ev<b/ff thkk Npe'x sheefr«k All ahn pats a Wildln8 Z). All deda¢I wvh sMll W ePProvetl by a Ruellflm Umerunter. 21~ WMn wall dunlNry b <mtlnaus aver <mro<lm to have nNlar I/1'shetroh. All welb lobe taped aM fln6Wd memberttlae tabaskd amts d rolls fill be perminm 2) At all InhrtamC al beNa<n wrceNm verH¢I am M1ahmts ~a wrX es rc.,r et se%IH. 37~ IMdI Smoke deknm old Carbon MorodM McMm Mrou8lwut as per section 0.31] to be reAu¢tl sal - Im mil per loot. drop Mlinp am cove ¢klinp. y ~R Iq. NI roof WM a pltM Im Hun 413 melt be Imtelkd WM 3n I¢ 6 Wakr Mrtla w a N.Y.S. Rndenikl Caalmnron Code. 3) In wrceelm spin beMrcen ttear Rdn t the tap em bottom dine inn Enrlosetl spew fed iT• +PPraved qrl Flat mots sMl d appled with a flberdu bxe shvu wH6 an EPDM gene ~9 ~zpsA ~A; forcX dean type me<eMl over wider rtaln sMll wmpty with SMIm 8319 B. N Y.S. Retltlmtlal Cots. '"PP 4w y+ Ib). All slli pklu am xrootl N mneen wIM <maeu to d Prtswn treated. RII pkM to 4). M apMnp around vmk, qpn end suds rt Mlily am Boor Ieve4 to mlrt Me M1ee pasuge of °~n ° be InRalkd wNh a Iwm tlll oleo aril wprkx termM intact «apprwetl ual. Mme antl pmtlMS d mmWStlon. 5). Fw its flrtblodhy d Mimrvy aril flrcplua, nfu ro $MIOn RI001.16. N.Y.S. RAAdeMlel Cob. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOll0'MNG APPROVED USP METAL CONNECTORS FOR PROPER 'MNO RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INS'ALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. wx sLS ~ ,.RI=R_ suD sOCDM =L. r_ ROCE `xp 6A*xiJE FADex B a _ misi vD nA~ Rn-Ev ACrt sn CE q VsP uLNBER pEXPpnpN ApPpLAilpx Isr. mss N01° Dcwx coxxfci ro , vtt cr uL ca+xfas Hoff rD -auxpAnpx w/ AxcxoR ears B+`I' /SPA n35 LC aAYL + DOUBLE RpOfl q UHDEfl rOR POa: SLP=pXi COXNECi i0 19pE Ci A:l CORNERS pl LCCAMN 5P XL'YBER DESCMPnpx pFpVCAnON CAMH VS^ M1'U40ER DES4RiPNM McIILAMIX +riER 92E 'S xU4BEa aSCR.PnON PJCAIIpN SxPGORT EnCn W NING P4 +.1EL MM ME RWR 2N0 µss 0^M1J DCNN B07 BOi. PL+` Cr 3X9 RLOR NA ipP pLL OPENINGS LELA I2 ,-,/..'2' 2p SIRM IFP:~ ro EACY JALY STIO ORppr LSlA10 t-I/. .R+ Sc SiHAp PLY OKR RICCE i0 fMV fl.1r2 ld-3.9 LS3B 9 . 40PE NµcFR " i0 F+LX RAFIEA / IECDEP AISi gREL 'M WIX (2) JD151E. VXDER WA.L. cNOq s DF ,n. '.ow1 cDNngcr T0.0u6M s°' a° ' w roe nls Nm wascnr LxoER PARA.v woos PgcVmE inL RWRS iC GCN 9MW W/ MgEMED qLO. ALL CPCN WCS ai3 pX RT7 T'OpW AxCMR Lv n EACH 4MPPlE STIp ,Bqp. 40PE HMGEq PP v i0 EALR RAFIEA / IEWER BLaxxG 03+'pC wnu snJ A ~ 'xRCNN-RWr EAY4AUSi va sLUC rtp D NEiu srgA= r_v Br cwmnc roR YExnurloN cHUINm RIM BOA RO AS h40U~PED RAr1ER 5'LL PLA'E(S) Fnr`EPS NAN 'hNIIAIIOM YgJJ A6i rDJx9Awu ioP p.ArF iiaelxc BmCrNp EOLE4 STAP`14L n BE ARPLHEO N WNL Sn05 b8'CC i lv. ~R~1 JgSr Ax0 +:L MrvOLw/NM OPEwHG JACX SN]5 rtC N ALL BE PRJN9m wlV A rASLu U Ki rPLE KNPLA'IHC APJ. LPoR pl5i 0(PM XVVBER DCXRIPMMI APPVCAnCM WALL SLUG xHDi :ESS hAV /I6J Or AC AREA 9r CUi1ER ygLC GIRDER MS"ALL .9 OC. ~i E IDACE KN`hA1E0. PLL cPExINLS S.ALL BE CpKRm MIM CpRR09CN- NP.N. SCREfVm VENT ? - E' LS"A2A .3s" SO3c. S,q M'p JACK SnDS RESISialr 1LIµ xNE9t MM 4ESX 9NiM. mR„ / E%i. RY4VOD ALL OPENNCS OPfvIAGS Or 'f Lx Iv gNEx510x. MSrALL +'C' OC. OCAiAN SP M1l VBER OESCq~PMN1 APPIILAMM y)rPl'EO E!.`F B' - e LSrw10 ,-I/~ v]0' 'BgP, SiiAP MO .ALN SNs 4L OPENINGS - 6' 9KiER Rn0 C-l/W . "epa. TLOW AHCawi LxxEG- n FA.H MElE0. PRLV DE BLO'f~Rx 9EATMNGFWA'LN.S µC XEADE~CSS'[EC Ax0 MStA1 .'0' O.C- ONNEC' T + - '6' LS'AX 1-1/!'v]6' tBVP. SiPPP µp JACx 5105 - tl' RAr}Eq Ri2D 1-I/B' . 3CpP. r%gCN,~ AIVCaCR LALH RARER ALL CPLNINCs }rvC 'L WALL ` a.•rza wJ9] Jpls oP PUr cn9Eq/HEA9fR xgo9 ros+ sr. R99a wu: nAPPlxc ro aE AnACnm ro wnLL snos be'oc Aw +u wNxw/oooR Bxwxc JACx snos wP~ smD ooR Joln OEPM ss xu4BER oEmammx sPSr.nw; IXSiwu aD' cc. < - B' LS"AM I-I/0'.36' ,blP. S1gM µ0 JACN S`U]S LBLAPOM1 VSp xU4BE6 OEYRIPiKry gppVLAnOx ALL 9PCXnLS ALL .qSR CDNNEChJ l0 FLJSN HEADER N BF SJppgtiFO Ynnl IXSiALL AJ' O.C, lER/PULE RT,S iYipW AVC44P gAFTPLTEPL ,E P ABC, SE` rn JT'SiE APapt~l ~~GXE9 ~ K NEACERS B' - 'fi" NSiAN ,-I/<'.a0"~. S1RM µ0 JACx S'L]S CDXNECi JVER 'D ALLOW =qt SXPoVNA4E k REOVCE BV4p WiS LL aPmx;cs LWre/wuL sow. no a.rt .xcNOx urzs ro Fncn snip oe L. vi pLArt ~F.wlx vIIFm Stt: GASNEr I CDNL. SUB ( `w. tout. FDUU9.nox (A 4 s wL. av p.vPPRppr Fncvloq W - vW 64R PoJr oN ENrfmoa v cq,wulsR nLL )r ~ ~ ( r srsL Cpwux 1 y . A ~ II , . ~ I W . S 1 C9x0. AAB ~N r . v ( e . caAP¢i pu lr qLA wA k v AErw.r r cvc r • ' w • a~ coxc. rm. y , dr . usE 4,M Sa souAAE wAS.Eas ANCeoa BDLi cpNNFCnoN rysa mPSSa oq apse A \ Rfmroxl c BAR 9gan n.E Axcxw+ Bai cq.uccmX u1RD"nw /e' DIA. Wuc~pR Ba vLL Port m rpuxOAna . snna n' a _ AL CONC FD9XDAP04. APPty %.A52g5 SILL PU1E Rc rwINDAMH 2 Srpq ES ]L' OL vMERL NFmm fJF S"NLCL.:RN BR+L0.L. MW, J' SRE. LcN.W ANLXMED N 21'.24'.,2' LOxL. RC. ALL BOTDV MIE i0 FWNCAIW I-2 Si0gIE5 E)' OL Y 6 ~6~9/,O WAM ~ ]D9R rMNE CWPACi PLL ( GpWR~E e rSE 2M OP 3LUN0.r Wt 1' SLAB W/ 6118 MVN \ L•~HWAV VYt Aa51 ANp ADAISi YMF1GMT~ ' E-Sm) r ' / , , < 1 • • y rOw1E APPC% N/3'LWOR HLAER A ~ w ~ + Myer ~ ~ ' n r. (=apwE smWrPxcAm XEE~ s*s uI ,r ilk i. y09 ~Oy y • •~~L'?w a ~ ~ -Nroxnx4 Bw • Roxrogcac eu k %•W'' sr . DR..x nE {~-~I • y ? !i W~ ~~~~~~``~~~,,Ilaaall N ~ • srtEL aE. Y Port (Balm rD erwJ ro¢u coxc. uoxouM¢ rcuxpnnol.. aEN`ogcF w`I. ;2( ea REwroRLII.L BAGS Y¢xCn a+as eFxfnM BLMMp wu.z qYp c0~_puxs. REINrOPCE r00ixG MM (z) M RE~4PoRLNS BARS. c.wncF DppR eLaxai • n I"1 I! i; i~~~~l~ ~ j~ ~ ~illll ao~ f, ii Iii i ~yq~ (I ~ ~ ~ ~//~\I NVPl 5O1fW5 W, / M 1 I~I ~ W.~41B56IY OL ~i.~ 1,) ~ ~ aC I ~Y~ I , ~ 1 ~ ~ ~ y 1 11 I' I ~ i' 4 la,eNn,m"!: ,tl,~ ose.l ~ ~ I ~ ~ i ~I~ II~~I~ ( 'I N'IM MiNSX&iXC16 WR0.W.W] ~ I (u,wummr. rpb'OSaI ~ ~ ~ ICI I~ !I ~ i I~I~ ~ II ~ ~i I~~,I~ ?IY Si.VNlE4 l91 ~ ~ ~ ~ III ~W.~~ 1~II!~ ~ I ~ I ~ woooxsexs w/ ~ / W191fA5.1Y-OL ~ ~ I ~ 1 ~ ~ ( •f 8 y ' mwuxvu ~i ~ I ~ ~ ~ II ~y^I TYPICAL WINDOW OPENING ' ~ (LESS THAN 4'-OXB'-0" OPENING) i TYPICAL DOOR OPENING (1E55 THAN 9'-OXB'-O" OPENING) N'OL / / ~'i y I ~ I~ ~ 'I ~ I I~ Ali ~ ~ ~I I' ~ I ~ III l~ L l~ ~ Ira ~ I~IN ~ I I~I' ~I ' I ~ ~ ~I ~ I~~ I C ~ ~I~~ ~ _ ~ ~ ~ ~I~ 'I ~ I ~ II { { 1{ L~'wW 0.wVC0] I ~ I~` / 1 III, ' 1 ' 1 II 'i 1 I I~1 / 41fA11~ 1 1 111\r y 'i ~ ~ 111r 1\1r I I i I ~ >=.o..: ~j I~ I~/~, III I )'I III I/j~' I~~, l 4 ~ III ~ \ ~ l ~ ~ ~ ' !1I pf WLW!® xaaosatws w/ a .yy~ 4^~ WwV19ff 611'OL p..~~~9"~ ' MAMFNwYCLO AS¢MS y~~~~$y gym M4VN1®Cl3 W/ W/SIBS -',°t .VO MII50 YY PC Y~ TYPIGIL MULTIPLE OPENINGS ; , (MORE THAN 4'-0X8'-0" OPENWG) ~ f{ y ~y~f ~q~ yF WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL `;Y S• AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE OEBRLS PROTECf10N FASTEIUNG SOIEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCNRAL PANELS WRH A MINIMUM TMICIOlES.S OF 7/16" AND MNOMUM PANEL SPAN OF 8 FEET SMALL BE PERMRTm FOR OPENING PROTECTION IN ONE- AND TW65TORY BUILDINGS. PANELS SHALL BE PREM TO ODVFR GIPZED OPENINGS W1TH ATTACHMENT HARDWARE PROWDED. (REFER TO SECRON I6W.1.4, 1fi09.6.5 AND TABLE 1609.L4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS LS NOT A SUBSRNTION PoR DESIGN-PRESSURE. ALL OPENINGS MUST H4VE DESIGN-PRESSURE UPGRADF$ WHERE APPLICABLE. ALL PANElS MUST BE CUf TO SRE AND READY TO USE ON ANY NEW WINDOWS AND D00R5. SHUTTERS MUST BE MARKED FOR WW1T OPENING R IS TO COVER. HARDWARE MUST ACOOMPANV SMUREIlS FOR INSTALLATION.