Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1000-81.-1-13.1
OFFICE LOCATION: �O��Of SD(/jyOlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � Q Telephone: 631 765-1938 Southold, NY 11971 • �O Q Fax: 631 765-3136 IrOUNT`1,�1c� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: April 10, 2019 Re: LWRP Coastal Consistency Review for AR AN BHA' LLC SCTM# 1000-81-1-13.1 Creative Environmental Design on behalf of AR AN BHA' LLC requests an Administrative Permit to construct a 40'x12' deck in-place of existing; with stairs on either side; construct 4'x7'2" outdoor shower. Located: 4565 Paradise Point Road, Southold. SCTM#: 1000-81-1-13.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, the proposed action is recommended as CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney °yECTown of Southold LWItP-CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I`soucr�ia Town Planning Board i 1. All applicants for permits* including Town of So thold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Sou old Waterfront.Consistency Review Law. This assessment is intended to supplement other infonn4tion used by a Town of Southold agency in making a determination of consistency. 'Except m* or exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion PlazardArea. 2. Before answering the questions in Section C, the p�leparer of this form should review the exempt minor action list, policies-and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A ,proposed-.action will,be,-evaluated as to its significant beneficial and adverse effects.unon the coastal area(wu� h includes all"of Southold Towt� 3. If any question in Section C on this form is answered "yes or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer,must be explained,in,detail. listh ag-both,suipporting and non- .. sunpo "ts. 'If`an action cannot-be certified as onsistent with the LWRP policy standards and conditions,,it�shalLnotbe:undertaken. � A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. i B. DESCRIPTION OF SITE AND PROPOSED ACTION j SC M#1 PROJECT NAME \A �, R ►� (. i i "- Tine Application has been submitted to(check appropriate respon�e): `I own Board ElPlanning Board❑ Building Dept. ❑ � RoardofTrustees F 1. Category of Town of Southold agency action(checkappropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,l d transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: i OVA �� S: 4 I Location,of action: 4565' lece M&' Site acreage: Present land use: Present zoning classification:—P,-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall,be provided: (a) Name of applicant: Ifs-R 4A 14 i l LC_ UM i (b) Mailing address: _D I f'2' Vn, u I I�j (c) Telephone number: Area-Code (d) Application number,if an Will the action be dire tly undertaken,require funding,or a proval by a state or federal agency? YesEl No _ If yes,which:state or federal.agency? C. Evaluate the project to the following policies by analyzingi how the project will further support or not support the-policies. Provide a'll,proposed Best M[anagennFnat Practices.tlnht will further each policy. Incomplete answers will require that the form be returned fon completion. DEVELOPED COAST POLICY Policy 1. Fostera,pattern of development in,the Town of Sout}old that-enhances community character, preserves open space, makes efficient use,of infrastructure,naa es beneficial use of a coastal location,and Minin i 's advefse effects of development. ,See LWRP Section –Policies; Page 2 for evaluation crate i /Yes No E] Not Applicable � I Attackadditional sheets if necessary j Policy 2. Protect and pr erve historic, and archaeological iesources of the Town of Southold. See LW.RP Sections III–Poli es Pages 3-througia 6-for evaluation en"teria YesEl No Mot Applicable i Attach additional sheets-if necessary Policy 3. Enhance visual quality- and protect scenic resourj es throughout the Town of Southold. See LW—R1 ciiot�I�II' –Policies Pages 6=through 7 for evaluation icriteria I 7Yes 0 No ❑ Not Applicable Attach,additional-sheets ifnecessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from. flooding,and erosion. See LWIIP Section III–'Policies PagestAhrough 16 for bvalimtion criteria Yes.❑ No El"Plot Applicable Attach additiona1sheets if necessary Policy S. Protect anal,improve water quality and supply in the Town of,Southold. See LW12P Section III –Policies Pages 16.throug 21 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach,add itional sheets,if necessary Policy 6. Protect and restore the qulirty and,function of the Town of Soutlio➢d ecosystems including Signif.eant Coastal Fish and Wildlife habitats and wetlands. ee LWlBP Section IIF–Policaes; Pages 22 through 32.40 evaluation criteria. i i 1 Yes No Not Applicable I Attac}i.additionatsheets,ifnecessary — — Policy 7. Protect and improve air quality, in the Town of Southold. See LMW, Section in — policies Pages 32 rough 3446r evaluation criteria. � i Yes ❑ No Not Applicable i Attach additional sheets if necessary . i Policy S. 'Minimize envir mental degrgdatioin in Town of Southold from solid waste and hazardous substances.and wastes. ee L WWRF,Section III—Policies; Pag's 34 through 38 for evaluation criteria. ❑ Yes ❑ No Not Applicable . j - i - I - i i PUBLIC COAST POLICIES i Policy 9. Provide for public access,to, and recreational use 0, coastal waters, public lands, and public resources of the Town-of Southold. See LWRP Section In— criteria. policies; Pages 38 through 46 for evaluation i YeF] NOriot Applicable i 1 Attach additional-sheets if necessary WORK-INIG COAST POLICIES Policy 10. Protect Southold°s water-dependent uses and promote siting of now water-dependent uses in suitable locations, See. :ItP Section At-Policies; Pages❑ 471 through 56 for evaluations criteria.Yes , ❑ 110 of Applicable � Attach additional.sheets if necessary i Policy 11. Promote sustainable use of living marine reso rtes in Long Island Soused, the Pcconic Estuary and 'Town wa ers. See LWRP Section III--Policies; [a es g 57through 62 for evaluation criteria. ❑ Yes ❑ No Not Applicable 1' Attach additional sheets,if necessary Policy 12. Protect agri ultwal lands in the Town of Southo d. See LWRP Section III-Policies; Pages 62 through 65foe eval 'ation criteria. Dyes ❑ No . Not Applicable � _ _ t Attach additional sheets if necessary Policy 13. Promote ap ropriate use and-development of a nergy and mineral resources. See LWIII' Sections III-Policies; P ges 65 through 08 for evaluation criteria. ❑ Yes n' No,DN O Applicable i PREPARED BY TITLE�b DATE orVI^ l SURVEY OF LOTS 5 & 6 MAP OF PARADISE POINT SECTION 1 RLE No 3761 FILED APRIL 11, 1963 s�D `WATER SITUATED AT o BAYVIEW TOWN OF SOUTHOLD °S '°� Jc,•—wwx SUFFOLK COUNTY, NEW YORK \�� 1 S.C. TAX No. 1000-81-01-13.1 --mg BASINROAD ,, , N N PUBLIC Wg7EI7 R SAD s� °� "\ m`1'�'�\ 'I i `I �\ ~\ SCALE 1"=30' IN STREtT4, \ 1 Jav tLDDL q,� �tv'\ SEPTEMBER 25, 2007 PLOT PLAN = -- •`x\ \ �\ ���� �� L•+ \ '� \ R I 1 I 1 1 / ' �\ OCTOBER 9, 2007 SURVEY / — Ju -- ��������� I IroET � NOVEMBER 6, 2007 REVISE SITE PLAN N 7S O6'S5 v� \� \\��OO.r:u.� °9°} S 88 44 AQ•�''�'�/�-- w 1 / 1 I I I 1S 841 a 1 aa° AUGUST 5, 201fi ADD PROPOSE POOL 2. W . ��� ; 1 . . / /"'�\ Iv ! 1101.16 X6'10"\g 11 ` ••n. 109;63''JAJ / 0" / 85.92 ,° —_` •u -- arzL i i /' I ( 3•� / .i I I 1 A AREA = 51,601 sq. fl. (70 BULKHEAD) 1.165 OC. LI ar Ie /z LOT s���'' ' �Nmnv — V —�';°i P / 'J/ // /( \\ `\ sS o I A A` /vmsj' / °'T•-•1/ •,../ // uz I \1 C.Os .xAD g . ,aa �+su —— dP li �,>.+'�'/+ /LD a 6 / / L •_.' '�5v d is Iq TEST HOLE DATA l 7 f f In /r �'')'y 6 �• y { ,p yt /' (TEST HOLE DUG BY u GONarn nc IFN ON DECEMBER IS.1996) Z � / f.p. I I �1 LC //tl Jr ,-. L ���f� L R�\�M1l � ,�'•/�� v � � ,pN tP' w / ( 4y '� N �`,� 110 1_ P•e� fib. •N o'er � \\�\\ D,3aB�. 'p� ,.. fie° P� �•� � RW WxR.N 334 9 LOT 7 \ •G�"�O� S'�� ���M1 G6E5 P TER BLIC WA LOT �" p� "'�„«.k ice, \ y rytihO •� u11 ,C2O�Yl wv[wo w h / EXISTING LOT COVERAGE OVER UPLAND AREA (51,60t sq. ft.) DESCRIPTION AREA X LOT COVERAGE 1.ELEVATIONS ARE REFERENCED TO N G V D.1929 DATUM EXIST HOUSE 1,221 aq 11. 2.4X EXISTING ELEVATIONS ARE SHOWN THUS..IC.O 1.iNS°asu v s A H°ounox.1 2.AREA OF DISTURBANCE IS 2,BOO aq./t. xov v 1Nc xEw raxR STATE FDUGIIO i Uw EXIST.BUILDING 1,067 Eq 11. 209r E.. I.: N°L rws a nm sumtt uu E xm eucme EXIST SHED 96 sq 11. 0$X E V w SUN-ON 6 N.m sUt aR •--` DID EUB05Sm SfK SwLL 9 —OH. TOTAL EXISTING 2,384 sq It 4 6X 41OHMOS 30 Nmol AUG I 1 2016 t°a�E�A vw°taUE Gov/ N nasvrn°sON°DRVw D°x i sump S391S(M 40 MV09 ON PROPOSED LOT COVERAGE OVER ` ,. ,t ,l9 43AdWV _1 ° EMSwan,«o NsmEU-61 IED NERmx,Aw i �}.•.fir r —, Ioni,¢ °"uTw:n°s w E%xmD' wsn- 1, c mrNsruuetr. UPLAND AREA (61,601 sq. f[) —'•- DESCRIPTION AREA X LOT COVERAGE LI E 1-\ TNC DOSTENCE OF RIGHTS OE WAY D/ORGSCYCNTS DE RECORD,IT EXIST HOUSE 1,221 q.fl 2.4X ANY.NO T SHOWN ARC NOT GUARANTEED e { EXIST.BUILDING 1,067 sq ft. 209 l EXIST.SHED 96q.ft wucDRnwcE n¢,msuw aq.ft 02X 6102 g Z NVP ! ,.j BY L-SO"-D— Nathan Taft Corwin III PROPOSED POOL 512t. r mi%AssocuinN �Ell7 aq.11. 10X ( I •i E;1 1f PT }D, Land Surveyor 1 1 A OOy TOTAL EXIST.k PROP 2,896 sq 11. 5 6% ( • 1 L__..—_�. _ ____. ._�.� / A t�{J-'T• �• Successor TO Sl.nIg J huk—.J,LS I !1 • It t:'.", t:� js 1 J...PA.Ingq,.LS i I ^ •� �I C. ^' TWO S—p-SuE°mnwu- S,7O M—- C-1-6.Lq.I PHONE(631)727-2090 FO.(631)727-1727 Omm LOGIED AT WRING ADDRESS `BUNDS 15BB NDix ROOF PG BO.16 _ _ YS U, No 50467 Jame.poN,NOw Yoh 11947 J—NDOA,NOw York 11947 DIVISION 1-GENERAL NOTES 2 Other specie,may be used provided subadubd species still meet or exceed requirement,noted!above WIND BORN DEBRIS REGION 1 Work Pdronmed shall comply with the following 3 MolsNrewntard a Illumber4mchasardde,per,halihm,m itumwnteMmtgmaWrthanl8 ,andnedl,m,ri,de.imdbutrot A.General a These a re the general notes unless omanslas wind on pia wRh^.ar specifications scary Lumber maybe ld"ned however drying process mustbelowand regulated to cause a mlhiumbe m . tintofccldnw g, mparabh: I IM,dow,in buildings locatedm vvfnd-hithi ome solids region within one mile diheoman,bay or sound shall haw haglazed opening,protected b dura Building Cod,as specified on the dchdel drawings air dried stork Iromwird-bodie deans or the building shall be designed e,a partially encesed Wkfing In accordance 16 live Residential Code of New York c Al appl,all,local and slate codes ordinerses and regulations 4 Al lumber and lumber in contact with mawmy or wrorete shall be pressure pressrveWa beakdmacwrda cewdw&PA standards and Stale Glazed opening presed,ri rdrM-0oma debnsshag m¢etthe mulmments W the large McdeTedofASTM E 1996dof ofASTME d In areae where the drawings do not address methodically.the wrlbador shall be beam to Perform In shist comfource with manufacturers earnped'Ground Corded 040 bs/oubblost. 1886 andf« wmn reenstatons 5 Grade shanps,hall appear an an honbar Exception 2 O veaMcatwn of an eurertsxma and wrtlltlons shall be the resporlsbgdy of the general contractor and his subcontractors 6Store all lumber above gratle and protect hem exposure to weather Wood structural parch with is mWmurn Wclmess of IT011 mm)ant a maximus span of 8 had(2438 mm)shag be pemnilted for opening a 3 Noted dunsbns take precedence over sale Never sale directly horn drawings « Contractor should crsut AndRect s h aof quself— B Push Boma protecten ing and two-story bugdmgs Panels shagbe precut to osv«the,glazed openings with,dtadorenl hardware previded. 4 The general nota and typical details appy Uvouglout the job unless otherwise noted or shown. 1 Finch boom dal have is muurrum b=15.000.E-114 with bots located not deserNun 7 from tie top and bottom edge unless.1erwas Att,shmenta sill be provided in awordanco wdh Table R302212 or deep be designed to mist the wnpanents and shedding lads 5Dedepande,The wntradu Oudl compare and wordirele all dravangs whenm Na opinion o/the wMracco,a discrepancy estate be than rated Thera drag be a beg by and bottom 2'hom each Sid(cee typical fidch plot.bot page.dded) ddamdretl In.—Me a wrM the provisions of the 2015 IRC pmn%p reot" Engbod,In writing.bebrs prwcedmB with the wort or shall be respo tie f«the same for the same and any ;Joist Hlmas%Ioists and beanm Hct tion Mw«w of AD p pporbg members shall be supported TABLE R301.2 72 WINDBORNE DEBRIS PROTECTION FASTENING 6 Omission,Architectural drawings and spec,ficah—,hall be considered as pad of the conditions for the work lnUsamedthalwdaln 2.Jald hanger,shall be prime qualfty steel which conforms to ASTM-A525,mamum 22 gauge Products acceptable shag be Slmpon,KantSag, SCHEDULE FOR HOOD STRUCTURAL PANELS a,b,C.d - features of the oonsMndon are net My shown on the drawings,wnand national,stale and local cues,ordinances,regulations or or equivalent FASTENER SPACING I agreameMs as wag ac cumard acceptable bugging practices shall govern,and ibeir co^struWon shall be the Hama character as for similar D Bolls m weed homing (rohec)a b emsftsme that am ahwm and noted 1 All bogs Inwood handing shall be changed!machine bats with standard malleable from wesherm or steel plate washers 7 The Engineer will not be reawmble lir and vall net have coming ever wmt d,n means,methods,techmiques,sequences or procedures, 2 Steal plate washer sizes shag be as fellows FASTENER TYPE Panel 4 fed< 6 fed< or for Live safety preaWons and Programs In conndbon with the work,anti well not be respansble for the lague of the Client or Nater a.VandWdla bens-2 span' panel span panel span conhractom,,ubcondrsctorm,«arryoreperfomdrgaryofthomrkWmW,Wth thewonkin c ,dance ftappmed.n"ct ��x 4feet 56 feet 58 feel Is-'du bots-2'WSq.47 dacurnonte Additional site veits by ereveer.b)ed b atldRlora bamB No 8—d crew based TA 3 Ea W bot hob M wood shag la slam Ya longer than awrigs«o1beK angor with NnW embedment B Any and aingodhsPag syst,s,,mt,work.d,iffiblp tw 1,orm dectirsal HeMbyug,vermlab=kwlmlu td, Elan bas�rs xe ypkd detags an archlltttuml dnawvgs fe� 76 10 8 O busses ant ah.andbonng systems are rota pad gf the by any hal aboves p as!sci to Ue Chem by Oe ArcMect unkss d by others m 1 Shall be of structural gratle east should be any elxrepzrcres with Dose decimate by any of Lha above ruins aMc.....hown M doramreMa prepared by others eroWd ba MNcated In wMMBbthe Mchdect M.netlatey, 2.Washers shagbeplacesurtler Me hatlof lag bags bcanng on wood Length of lag hefts shag bemirumurn BdepM of m¢mbers being looted L.'h screw4n,h bases 16 12 9 fur pP ngpe rgmcer P drawings pre 2�nch embedment 9 Pdor b a hatlon lir bullet muds the a nbactor,the Mmer the E with two set,of eto sae r fall fabricated bge0er K wmporonb,ore ilio be retainedbyIof Embraer,the other set it be retuned a Me wntc Should under view or cc regmd,strop F Altering Stmctural Members zg prefabricated aced comp are nit hmedd b of busses,loon construction from eviou ly app s,vankep,etc SbeWd the design or vin of rrgsre of airy 1 No almclunal m th ut ppr be dArcl,nglchee,cW,blwketl aW or reloaletl without prior approval by Me ArcMecl Do not altar sizes of W he fabrication, with wit be modifietl dun ig rpor ting ftem Previously EngI s shop hot provided the Engineer hall Ino be fuon,the iem rrombers,,P Me without approval of ArchdeW ssrew bases arohor 1678btebdfend.Indemnify.wiM redcetldhapdrawiolue 11 rporaWBrfrrevisionIf thedot arisnotprecludwMihaabwelnto,adp ymnt,,M G Builhup Beams embestmem lengM dud dug defend, and hold haoMespibe Engineer horn any ctauri enured it,soaver,Including but not srdWed b,all payment,, 7 Mabe beams nd to It limos by a and le nitof 2 x members shall be e 112,etlee as follows; ad ee conleaircast,I^cempb,ne talon In thos lshave etas from be voted gems aMembers9eaterlessMdeptheglueantilipl,3 g marows 160abalt7oe staggered Imile7soh=25447 71oot=3048mm,1 pours=dOde N, c, 10 The mMNons and adsumptons steletlMthesa spoctficabons shag be voided by the wMrador for wnkmunoebgoal.desand b Members greatthen er id depthormdtipge3zmembers Waugh belt with JS'tlumeler macNro bells at 24'oesbggered 1�,par hour basad onI a' o adis«e beNreen Mesa,nnga naard lwalweesor canto not MewdNadgrnrMnoti Me a This is basad hWb�ta design ftw s VW and Fastommun l,t ht. z r S wnddons In the even I parry p h H Cutting of Beane,JoW and Rafters mP a peed 9 O ErgueerMvnulug ofibe eiscreparoy acct npedal engMeenng requrenenis shagbeappliedb Msue Ma building dmWlrallM Integrity 1 Coding of wood beams joists and rafters slag begmited to cubs and bored bks roldceporUen lB live depth of the number and dalndbe b Fasten¢re shall beinsWled at opposbB eche piths woad ensimal panel Fastererm shell be looted notless lhanli«M hem Me edge of 11 Than requinemems me'be superseded by more subagent Inf«mdon.Malnredwithin the drawings The more Wlroent shall be blmved looted b the mlde of 3 of ties Ngt h de p the Parer part pM of the ends at Mememnaddof not exceed4the de Moftbe member XolwborelorcTe CO B.-MC12 End rtllgoalAn 200 pdgor axoeed the under awrngwMandritions JOW shag ndbedaner Man7to the hp or bottom of the John and ibe oumekrof the We sha0 not exceptiddWrrf Ue depthofihejoM The cAnobers Wag pe[ended Ureugh tha 21142Iche from Uswdgenembedmeblck or of notksslhan2 mcbes Mto ih,bolding Name %W,r G,Mm.Mln 2000 beet std fied t!counder sOfwgnd eli rel^for dsiabs kmion alga ofbano jdsi,and uftersaf4lxlos am greater normal Wdmessw nolle.rolWetl except at end of memberm Fadkneu dMtlbeloatescroy net less than orrecomy/2lndeshom iheedge ofwrcretoblockorwmde Water Table Mart 7-D'below botlom o/ail wn«eta each end fwhrga fwhrgs,fourdabons,wall and dabs slug w[ba places an or In I Pities In 6lW Beadnn nags or Shear Nab d PawbalkcMd to masonry or mawnryfdlucco shall be,dashed going vbtagomeW,tam angors having an Wgrtae wRhdmwal,pasty o/ Manna Gay,Peal and other organic materials not less than 7,500 pounds 13 Line Wad.Roof 30p,f Roor 4Dpd(except sleaping rooms 30ps0 Estum bakoma sips!Stair landings 40ps!Wins load 15pe1 1 Ndcbe,or bared holes b eutls of beadrg wags or positions shag not be more than 8 the depth of the and Garage 50pof Maximum foundation laterel pressure Mpsf Deas lead,10 pat J Bttlging and Bioeldng 14 Bottom of food fail edend below best lona of the Imlay and minimum 3-V below,existing grade to undWurted sort ors oil compacted iThere shall not be less men one of bttlginB In every eight olsponln0oor.atlic and roof framing Tie bridging shall winged a/not less ELECTRICAL b95%tlry density having load anymg as specified In Note l2 a,,rfiW by,,elle engnno r ncerectl b this loakly,where the project is OLonebythreelnohlumbereouble-,led al eaW end or of sclugh erd metal bracing of equal rigidity MieepanbtdgbgisnotrequiretlfgraMcor lint wont shall beMbll ac.rdanca dM 2014 Etlbon of Natrodul Electric Code being bull roof honing wh«.Jose depth doss rot exceed 12 inches nombul Bbck sggtl at all beading supports where adequate let er I support h not 2 A work shall be,coram a sat anti wonleaamike manor and se a b not nesNescy hamper Mat portion ofthe work performed by other 15 Ali foundabon wall beW9g udder dabs where distance from edge ofwall of uWWrabed sell exceeds l6',but less that 6-0',shall wmiat of othmviseprovided BlwkagsWdwalsdroaximvnut...Is of eight feat with mrarrmn of 2 x wild material with tight loin Provide 2 x fire stops 3 Instigation clean,poreua,nog compacted m6'byers to 9596 dry tlansMor provide ft rebar at2-0'oc,1-0'beyootletlgeo/urdiaturbed nog and al Md-Petra vertically W atudwan BMgNg asregWed by floorMss manWadurel,primed insimchws a Al equipment Msfaled OWdoere and exposed to matter shall be weaMaprwf does,o lou,.0 cwa0 K Header as noted Per Nan b Bottom o/raceptacks and avntWes duo be bates S above cud«top urJess otharvnss rocks on tlrewings 16 Free dielnbg granular backMs(SM or belferj,ha0 be used against foundation walls semilaem win Una dstonshaal plane ant related LPhnvood .Receptadw'halldustbebe lee In.groalty,und el l2'abeverupted onwr and l7-0'oe ber¢gMaly AllreceptaclenwXNn B-0'betzoMdy of is U details Equivalent fluid pressure ofbasldll net b exceed 40pd(p uds per cubic(not)IfbacldJlpnessroesexceed40pdtha`vral mud 1 All pywootl stra0 b°D°ug Fvor equal she bemanulactured end gra dee b aswrdence with sink lavatory or tub shag be wiredbeBroun0 butt M/enupletl orad � be designed for,ectal pressures by a registered Professional Engineer Icensed M the locality where project is being burg U S Product Sterdzrd PS 1-83 f«Construddim anti Indusbbl Pywood a Wall switch.b be 48'above gwr I--1 17 U^bdancedfillisat exceed T4T UNess otharvAsa noted and eubatantutee by edgbeerbg alcudatlgns Bacidd shall notbe pbce against 2 Eazh pywmdeMdahalbarffe APA'Vademmk All smoke detectorstobewiretl lnanarmer ouch that the activation of via by means oI nstal hangers wig acUvde all _ wag until slabsongrade and barred genre ora b place and have reached herr design strength Pmpw preceimsshall be taken to 3Mentl Johan Wall be doggered and a hall built along the center lines of homing members 4 Individual workman who cut,dng«pierce the themul dwwopo in the muse of Meir wontare—possible to rated the thermal envelope p brace foundation wails when backfill ig Where backfill Is required on both does simugareousy 4 The face grain of the pywcotl shall be[aid at rigid angle,to the Isiah and trusses and parallel to the studs Failure to do w will nauft m fwndal penance p.l 5 Nails shall be placed%'minimum from the edge of the sheet,The m ila um mals pendratlon Into fruni membersshall be 1)V for 8d hada ant �, O 7 3'a'for 10d roll, MECHANICALE2 9 CARPENTRY A Healing VeMdation ane Air Condlbnirg ryre� A U lamb Grade 6 All gwrs chain be nailed as per rebw xbetlule 1 All work¢hall be in MI by HVAC c na all current vises and regdatlone of Lha goveming agendas Fr se 7 All lamb with Pa,unle'AhadficanSowQNo 2 page Lumber and applicable the Wassodngm umanProducts ss Aces vahndsond idiud.,hal M ComarBrarwg 2 Manual JBS edoetln HVAC wMmct«gr HERS far �Qnn connPN with P520.70'Ametan Softwood Wmber Stendard and appfcablo Western VAlod Roduste Aswsuben,teMaNe 1 Unless otherwise noted,blow edenor mrrorsof buldingwMix4dugonsga,lel into surds,or with 4x8pywwdshed ofWclmessto matW 3All work dui lindens in anal anti wgrbnanlike Hann«and.asbhot roedlessy hamperthal portonofthe work performed by others P' is E d eres fiber b«dbg stress Mal of n:MaWng arwlh credal strap devices Mdaged in awordarcewM manuloch,era Irabuctbw(76 ga.wnpression tension),or w/sWtluul 4 N7103 7(R4031)Controls(Maddabry)All..t one hhemedal shag be provided for aW separate heeug and caolug systs, Sae RepetRNe Member grade mply, 5 N1103 3 1(R,ICG3 1)Imougswn(PrexcdpWe) �P 2 x 12 1005 P51 2 lap platen al an.mers Supply end return Buds m atlas dui be Mwlakd to a miMmvm gl RSwhero 3 Mcbes(782 ran)M Gameter and greakr and RS where less 2 x 10 1105P I N NagInv than 3linte.(762 mm)M diameter Supply and return studs m other porticos Oft boding shall be me,dated b a minimum of RS where 3 2x8 1210 PSI 1 All Nd"ll Buwithll comply wnalug sdredules virgin^plus,«manufacturers recommended— inch.(762 mm)Mdiameter or grater and R42 where less than 3 lrobea(762Iran)M dtemeter 2 16 1310 PSI 0 Flood Plain Construction Exception.Duda or persons thereof located completely WI&Me buldiw thermal envelope b Noncombat Shear FV=75 PSI 1 Flood plain construction Wal be designed and constructed in accordance wBh ASCE 24 At least one tri--c at shall be pmvldetl for cast,separate hating and cedbi,system c Compresd,ri P,paMl.lar to grain Fd=405 PSI P A nconunt 6 Jolrd,,seams d wnnesbons seal with mange per m1601 41 d Comprecaso^parallel to gralm Fc=875 PSl 1 All rafter ant(olds framing from gpposft,side,shall lap at least six(3)Inches ant be^ailed together with min(3)70tl lace nab 16 Plumbing e ModdasiddaddIr E=1600,000PSI 2 When training end to end joist shallbe xcuretl together by metal strap, 1 p➢wpnk shell bemMl eswrdana vMh allcurem codes anti ragidd—of governing agdsc,s /M«sMe moment 7896 maz[rnom O Partdons 2 All work shag be done M a neat ant worbnand ke manner and se as he not needlessly hamper thd ponies ofibe work pedarmetl by others EI 1 General 3 Plumb .b.Mradorto redaweWebmal and mechanical dream and nail the Arh,ect of an N HVAC,shadual and design F g TABLE R3015 a Provide cold sledding at 4-0'oc between Me joist and fiat Mtedor paralel joist Plumbing creasing, y pun ro, gn 9 x8' MIN UNIFORMLY DISTRIBUTED LIVE LOADS IsSpl s of Use by ant bottom pm.n or double top plata mud be eaggened a minimum ofd'-O' Werdconnasplmne,wor to rssut pp (LBS PER SO FT) c Splices and occur only directly over duds 41 Ictal wonkran note cW dMl«pence theibemul envelop bUe worse ofiMhwodn are respomiNa to renal Methermd envelope A p by ng ng a raped y pro ngseer pia Failure to do o will result M fiansa penalties d Structuralvariatlono are aMweddwbstantaed a Innen kvkforu.Slo b feasi«ae Lcenso0 to ctpaMthe c USE LIVE LOAD IuudWon where wnstrrotlw rmlobng ploce Orecetofagwlab,mbbepnwdedto Ar.Medbrappnovalp,,rtownabudio^ 5 Het8.itlwppy Gnsa maleed w/RJ e Lap Lop plain at.meu and Indsstions 5 Fbrsre tlearencers Uninhabitable alOcs without storage 70 2 Daring wags.ppoNdg ore gwr or mare Uninhabitable office without storage 20 a NM,nsmu tbemnsmatedofmnnuon2x4studnspawd(6'ee ootype lumber specified DRAWING LIST SYMBOL LEGEND i b Ifaeoublebpplid—ft...than2-2x6,,r3.2XX.is heed,ff—jmda shall be centered dlr,cyovera^d belowbeat^g wall¢lode wild, SHEET SHEET DESCRIPDON Hebron].attic B aMca served w/feed darns 30 tolerance olno momthanl'ud,w,u loMutedby«glroe,Wmt Wabone Iy2i 12— GIROERIBEAMABOVE pg c Bearing stud veils mud be sheathed with a minimum E'gyp,=board fastened escondrg to drywall manufacturer recommendation T-I STRCTULE R AL FINISH DECK PLANS IC 3 Balconies(Fxlenor)BDacks(E) 40 A-I HURRICANE MAPPING ANIASCHEDUOS iA 230 504 0 Fora Escapes 40 A3 MUPNMAI�SIMPPINO DEfAl9A5CHEDUfES IE'1Tc— JOISISABOVE yy Guardrails B Handralls(D) 200(H) TABLE R3017 0 POURED CONCRETE F -Guard 1s lrtFill Componems(F) 50(H) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS r l - '—� Pasrsanger,Vehtde Gamges(A) 50(A) ALLOWABLE ABBREVIATIONS V ? ? (j _ / STRUCTURAL MEMBER DEFLECTION W BOARD PR IN03ti0R W I-0 Roans oUie(Man Weeping rwms 40 BD BOTTOM OF M.C. MEDICINE C4fnNET 2229 -n I� DOORdDOORSIZE 1�1 --sr 1 -_— ---�-_--� Sleeping,Rooms ! 30 CJ CERJNGJOLST MK MINIMUM ,�br Rogers having slopes greater than 312 with no finish cebng attached to rafters U180 Stairs 11 7 i f 40(C) E CLOSEAl1NE OC OOURED CONCRETE Y Interior walls and portions W780 CL CLOSET PC POURED CONCRETE Y iS (.LjFcr`suanotes refer to 2015 IRC CO CLEANOUT PLY YN PLYWOOD ~ C I i1 cox /� Floors LI360 ON ON OISHMWASHER REF REFRIGERATOR G �--- ELEVATION M�RK713 LINE �( E ' ] J� 1 8 9ft ll® 3 y� Cedmgs x th brittle finished(including plaster and stucco) 1_240 WO DRAWING 5R SHEET E I LW9Jn i( All other structural members L240 BEV ELEVATION T&G TONGUE ANDGROOVE v rrr777��i EQ. EQUAL TO, TOPOF r ExtenorwraUsvvind loads(a)wM plaster orsWoco finishes H)360 IXf DITERJOOROR 7YP TYPICAL �-1—)` SECTION CAUDUT ( Exterior wagsvnnd loads(a)with Cambia finishes U120(d) FF RMWFLOT VIC VERIFYINFIELD GY GYPSUMOOR ad WARNING DRAW OYP..&1 MIGHT A18O4RD d WIN EE S�'t.. _dl� rr •j] LlMelsuppoWrgmawnryveneerwalls(.) L/600 FTf IffIGHf 1N'N WEIDEDWIRENJB31 h HEVATION CP1101Jf -i y}-_Y Jia For aubnot3a refer to 2015 IRC L nanwH tw _ , lO.triiat room _ Npa®gc]AAIB 511¢BrMnt®PY T1 _ x � 5TET5/LANDINGS Ir0%3EDEEPCONCRETE { 4 { SONON1BE,451MP50N i i (I I)TR15ER5 5TRONC.TIE ABIJ44Z ANCHOR - 110) I'TRFADS TO 4 x 4 ALO POST pYPI Y 1 I" CLEAR CEDAR N 3'v%4 CLEAR 1 I�I�i srOs CEDAR DECK1Nc ra CLEAR CEDAR OIJTDOGRSHOWER LANDINGS ra 2ND STORY DECK 4 x 4 ALO POST v/2 x 4 ALA FRAMING T-r x 12 ACO 18.0%36'DEEP CONCRE(E I z 4 V-GROOVE 8D5 FWISH WAILS SONOTUBE vtl SIMPSON I; 8'a MAX G* Y4 X 4 CIPAR CEDAR DECPJNG FMR v I ON STRDNSTIE ABUGGZ ANCHOR Of✓;I- '� BETWEEN POSTS TO 6 x G ACO P05T IM - (3)T PJSERS (211I'TRFADS - - ACID 2x 12ACQDJ /'/ �/ / // ',/,//• /i i I 8 X 8 FIN15HED ❑.n COWMNS B4O4/ �i]gyp" I— 4x12 _—_ I /,/ fii// /'�/ /. �OUTNNE OF txISTN 0 �'/ I F fns _—_ACO GGIRDER �'. PROVIDE JOIST nANGERs /� TO FASTEN DECK 1545fEOG l�CO W TO JOISTS.GIRDERS S 6 ER R5 `' 2 x 12®IG OC. - / / ; jr/Ji�/J.j/ /,.• /% / �j/!,/" // 1,,' 1 o I3Q _I Y /�/i'/ "�!�;•�/i/ /%� �/` / j//i I +�, Y,X4CIFAR I ' F IY NI >� /// �/ i" `/�� /• ////'�%` / j�// ,CE0ARDECANG ♦� Q 4x12 -ACQGKPIK (2)2%12 RIM J015T /// /j/ // •%//�i/,// �/ / / ///�; t ATTACHED TO G X G P05T 4 SIMPSON STRONG-TIE �`/�� / /'•�,/�/ / i/ /;//i �/% ' I,' .I 1 U zx IzamDJ_ I BC5P05TCAP IIYP / , / ,/' / /�/�/� • // / %"`��' f• �l i '/ jyj '` �„ ' /�i// / / /.� /•/i / QRZ 4x12W00DfWDNGS (2)2NUNG x 12 PLO IIDGER CHIMNEY —_—_ACU GIRDER ��111t, '1 ' lit'I� CHIMNEY ���I,,1'"I 1� i� ;i� 1� 'i'° 4x442 TOP STB CLEAR CEDAR 1 1 4 x 412 Y 2 PO5T5 ES I EPS NORR CABLES 03•SPACING 2Y12ACO DI 2Y12 PLO DJ ST - ®IG'oZ-'-� N3 NIS NI3 __2. -970 U-c I ti 2x 12 AGO DJ § 11 OC -�«� -� 1 —__{zlzxlz _— ` _�41z,Iz_—:"`_L_�"`a,1�z12.1z_: 13)a,W5ER5 I0-B' s'-s erY• T-10' (2)10'TRL05 34'-T 34'-T oi4 STRUCTURAL DECK PIAN FINISH DECK PLAN r Scale. Scale. 114'=1'-0° .«i ,t l u- ��,, x _ — — ,1>_J I 1 I� i 1 -___?,s ,� F'•1 ° . •t''i lr t �I i "4 i9 JAN L 8 2019 t-`•f ('P� s5.mg xamn SITE PICTURES A 1 w6w51pNY r RAFTER TO WALL CONNECTION TYPICAL WALL FRAMING DETAILS TYPICAL FRAMING DETAILS xBD®E� HEADER SCHEDULE 'w'""' xEnF iWD3.•%CTOPMlEBq STLTOSEBEPMS POSTS STU0.4,ETC TOREFFRAUINO OWBLSE puNOMINXJMBES12E_1]CSCAaBEOTO NOMINAL LUMBER 513E SPPN3171 1 R)2%6 UP TOY I�� (2)3X11 11 TOTIE REOIIIRED OTDCF/AIW.LTUP SIMPSON dD EACH STUDSOSTS SHLLL BEd I(NOMINK) SEISMICIHURRICANE TIERAFTER TO WALL Ecs,s �� 2XBEARING WALL-HEADER DETAING Si D9 PTO NOTE ALL aRE3CPLLEDOUTONANYOFTHE YP �Iw.gVIep6NH(YIBy! OUR+SIDES) FOLLOWNG DRAWINGS VALL6UPERCEDE THS (SEE_ ]%TOP PlAlE80VFJLLM 500=P,LE ATCLIRNER LOOKING °M 'B�G''ro EXACT S�1 sav9xTI0YD 0]NP➢aEFA�) WALLSTDGERIER LORNERASSEMBLY FPAMEOOFEMNG FCA FULL LENGTH �f anro 1�"gro61® V1 E%TERIO OOORLOR— WALLSTUDS BM9®SGC z RAFTER TO RAFTER CONNECTION a uPLIFr �1�� 6'I➢SmC5A�1 WHa coNNEDTOR B0°POYF'V�m® 2xwALL6N0.5 p t�+ R OUIRED IId JOIST DEPTH wRNL w1Da oDDw6�oEw! TOP PLATE FRAMING DETAIL OUTSIDE CORNER INSIDE CORNER JGSTEEPM MAx TMI TIIIFL MBRO4ItlIW.,p�IB%n zp�( 1n JG3T DEPRL MA)I " roDBwA�xwFDD� RAFTER TO HIP OR TYPICAL TECO SOLID SAWN JOIST,RAFTER aJa6TnMAx oogQ@� VALLEY CONNECTION CONNECTIONS NOTCHING AND BORING LIMITS c$ LU363T(6'HMGER EwE wi8 q LUS163 mml6•HMIGLA A Y BMRR TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS PORTAL OETAILL1A8S%B'HA"Ga Q w4162m2'XB•HANGER IdORmWA0R0RM R'.NE xT8 BONE xra wSxla-3(2)—W LU2° PHANGER ° �roa TABLE 3.2A SILL OR BOTTOM PLATE LUNGER NU5110 YXIS TOFOU AMONANCHDRSOLTCOWJECTIONS � � HANGER HlR31G2 pOURcmo SIMPSON CS-20 RAFTER TO RIDGE (27AIr AM1LER 1?AIICNOR 58' OR NOTE FIXt P110THER JGST FOURE BOLT9 _T9 RAFTEx HANGERSREFERTO THE FviE TMINEMBB—EN I=cmu f7IKRETE SIMPSON CATALOG OIRECiLY xmE sr r, ISMIN EMBEDMENTIN M Fest PoresiNW NL mISTCR IaFTms urtwE:Fc6ND APPROVED EO MAY BE ' V F.—2 COURSES SOLID 1,14r SpuvE V spe TPBLE RWI6 wAOEw. DTaaxNl usEAN SIIBSRTUTED —DE3YTYWSImiS (mpnl U¢A) ALLOWABLE DEFLECTION OF STRUCTLRWL MEMBERS SIMPSON STRONG-TIE AOA+D�DNPEaXXs<IM�FR,ra a� 90 100 101m m 14D 1012 STRINGER HANGER FACE MOUNT JOIST HANGER STUD NOTCHING AND BORING UMITS Nrlmr6pL FEwrabon SreN°D WaOPomwmr MmmvnArcNw Mmn�mAncM STRIETWiAI.NAIBER DEFLECTION WALL TO FOUNDATION CONNECTIONS 30 PNmmFouMaOpn• 31 SRry ]3 (Upx1 N>sde alna"reN) 3— M• (ra6mv+ael 11 H NAILING REQUIREMENTS FY P �] )No�aatoa s�uvm�uww wwnne� ® VJ60 A 31 NAIL SC ED.wa.utr� wAw.annauaon.0 NroOD—E CONSrNU0fI0N WNW1 TABLE 3 4B UPLIFT STRAP CONNECTION REQUIREMENTS u,m m°awrw+wL,Lwu-Towwu-AxowuLlrorarma o° Iw lrtmt �� JGNTDEScR,PTION Do ON NNLS NAR SPACMO FASTEST MILE WINDSPEED(MPH) 2015 INTERNATIONAL RESIDENTIAL CODE ROOFFRAM- 6EWR-,ftE4 m 1m nD Im FRAMING NUMBER MMON ILS I WIND mA SUBJECTTODOMAGEFROM IP 1MMFR ICE 6HELD SPAGNG IN ROOF SPAN(FT) EAW ENDOF I-1/PX30 GAGE STRIP ➢ GROIND 6BSMC DESGN UNOBi- 13 2 2 3 TERMTE C o qqq fi / LOPD IEGORYX WFATIRwNG. UNE LEfAYa RCFROY REQPRED 'gym y DESIGN FROST TEMPF LAYMENT FL000,, 166 2 2 •-�`V .� /: �, T T. _ / Ox'M CA DOTH T) - 3d ] 60FR ] S 5 M •, 1==5 I} '-=-] WALL FAANWG 13 3 +� _ •� ( Y m 150 ry!) B SEVERE 38 W MODERATE 11 YES ND 31 3 a 5 cs q 99R CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ,� D <3®] A I•�.I I •III FORST 11851F1•QOd]B KNRd 4;ED PER— 122 3 3 1MILEPERHRNM F, ® PERSXS'STUD 1 3 IL` JAN A� Z 2019 PER FOOT tll\N 1•` ' IWptp MNL nE-/Fdeaua t�ws°evuuu°mmtlwR�vrAm" EAwsom saera�unwn P�°GC0.Y" DIOIST OR BLOGEING PLENAIL 'S !!i VV s T Y IFXXmEwot;nl FLOOR FRAMMO W IDDw�NNNRmmNN�ME.�,D1 ERmR wMmNEFR�MEpE��M. wN E."A 3 B a y SIMPSON STROtSG-TIE UF FT CONNECTION s d 6 I 601E wra ! avme�sprtmemmATF'onw¢mauom"roiacna..�wmTv"eRmaTw RIDGETES'pON DGEBEAM 1 � —Z14 WDGE.NSTMPCMd 0N�3 [� ?rl•.- °]KE w.PP]DIXFrmtao{vwmvrovi¢urtmwawlOE [� ill(I T.,.,'D � R.u'rER r y P.SIESTMIa 1815PEID OAPHI FASTESTMIIE•MND3EOl(Mgq r l �, MSEDIRmMXDDwIw+O♦•aIP to ROOFFRAMING 1 1 v 6DwMNY WmFYIDPET Fm tmw 110 120 m 1m 110 1m D T8i(l,;T,II;,u•5 o I wNpppw p R Ia °"F mow" SRM W 1Ct6'OR t-%0' 2'-- PER SUPPORT412 1224 4r e EwBA �TwTLdB®Mrt•! fEUING SHEgTHNG 6 fDIaRNTNXEwEY0O1Y➢+' NNDLi TNRLg4WIB5iNL.](IOIBq WALLSiaTHING xmrunPD AOTM;°Wwal1 p]a DAm N9RSr r, IOfA �RMRA T/16• 6pT 3ET1GE/6'flElO �/ 24 4 570 612 rlwlr®rwa etre MDolLanrxXxXw! ems,& arELx. I oraoroG.+•+roc wAse+RDrmAm maw m.�P6mwuBTp I I DNle�trllaw y ` 10(C OR 1'xB' 3dD PER SWPORT T „qyt el YlBpfDC FLOORSHEITNING r6AA1OR /[4w-®rPt 1.OR LE6S BD 6•fiTGE/1TFIELD CON1E]Eww1 wAR"tONRmmO 6B ORAYTf RIF 1•X6.OR 1'XS' 3AD PFR SIIPPORi 112-121211 SIMPSON STRONG-TIE PHD2 EXT. SIMPSON STRONG-TIE BCS SIMPSON STRONG-TIE ABU## _ _ _ �! WALL TO FOUNDATION SIMPSON STRONG-TIE PHD2 EXT.WALL TO FOUNDATION POST TO BEAM POST TO FOUNDATION N'm o�6w��,��X6°�w;YwX°"�„ER�w6TRAT,�l�wu6�oD�lm°m�,EA°G�wG o�A� BE==.&ERE _j 0 5x1 xra Lllww"wr➢ula¢IwDlamuRNRr.mu tauE xra trxE xrs Puns aEus6D�'N°rid'"uoro6a SPA m MEM6ERarNErABuuTEDNOM6maFYvts6wvL ;� EZ=ANOtBCu£STARE—PEBwrtm o¢ .FOR A2 5 SOUTHOLD SEE SEG N0131 y 243 / / m 9-1 265 p ...F D 28 20 w N P E tl 195 19 as P s` •� ti Om m (5 9 - 181 � s J a _ B BASiN•"' '� r a 21190 0 q 1]1 4 f _ 151 tsb 155 234 1 SA 6 F? iNSOM m 9 - ' t BA(cl P 11 E E Am zea() m `1 SIN) E 15.2 / a • 3AA(cA t SEESEC NO 133 151 /29A iS3 \2 2 RA() e / 1 13 2OA(c) 14 t 6A(c) .o22NC) B 1 212 3 sA() 9 ' a 196 c 31Ai I ' E iS1 ; l� Q O - MA 194 35A(c) h / y � �j 20 e ' S I 1]A() E ' i I FORPARCEL NO SEE SFO NO w .I 019U601B 1 21.2 I co QEu ' 2W 11 31Z _ I ,em s Hl � _ x SECTION NO NOTICE COUNTY OF SUFFOLK © SOIIi omE T°NNOF ....� ------ '^W'"• --�— ",°""". --^-- _E�:u;�.�..:;a:.;:��e���,—.:-.��;..-�-,;:�r�rm�s.�,m,y:...r..,.-,v�(2�,1>.)1.<,�:v,.vt=wa.---i.O-a".--»�i�u�eu��.:.y..r'�—:$—•=^•tei—cer:;--'+'_`-Wrr.�r_o�uuw.---:...---`•".q5.^--:."_�--f�� - - xHe a�eial[�numYiw�[�uwn�rrtaremiEo a� Cou -1S°I � vM ::•Ire-Oa+_t 1000- �'�PRPP8FA1Real Property Tax Se YceA9envy S Y.KM -,_�,. .•e---:w�.�Y�,'�" -:a<..^^...ae:t�=?�...v,..�'.'".�''-',- ::a s�,,�-'• ..�:.�,„=.�»,. :«;-. - """""w. .�--N.a'.=`s �,,.-.a,�..�'�« r°;'ter,:'='3,r - - - _ - - - -- —r.s ,.��___.x.__.. - -- — - `=:urra'�'='aa�-.,. �n•,1,��f2 __ ��: ..m...z...,w: .yi:,.;�,zw.zz.. �_S;.i.�: "..=�'%_.:_;'.�*;!`.�a�'k�a.0-"'^k,m..::e.'.'.'�' ss,': u:m=:r;�:` - ,�--' "._.a;s--�-®...�-". _i_��:�:�z....,3e:'.,"�.�:sx':--� -i�'t=.i�*" :�.' ,x.�+•....��.':.;�'-_`>-ss�.-<--_....-y,_.�,�....a..,'..ce:-�'�=..s,�`�.r�`=,"•:A,�