Loading...
HomeMy WebLinkAbout49696-Z t TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 94 M 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 #: 49696 Date: 9/14/2023 Permission is hereby granted to: Ottomanelli, Joseph 116 Oxford Blvd Garden City, NY 11530 To: demolish existing dwelling and construct a single-family dwelling as applied for per SCHD, DEC & Trustees approvals. At premises located at: 250 Midway Rd Southold SCTM #473889 Sec/Block/Lot# 90.-1-9 Pursuant to application dated 6/26/2023 and approved by the Building Inspector. To expire on 3/15/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,004.40 CO-NEW DWELLING $50.00 Total: $3,054.40 Building Inspector g6fa g 10, r TOWN OF SOUTHOLD—BUILDING DEPARTMENT Rt Town Hall Annex 54375 Main Road P. O. Box 1179 Sou Telephone(631) 765-1802 Fax (631) 765-9502 h %s://W osa'ul l NY t 7 095o9v APPLICATION FOR BUILDING PERMIT 7DateR'eceive`7�] For Office Use Only I PERMIT NO. Building inspector: ryry�ry gip aro � Applications and forms must be filled out in their entirety.Incomplete 6 ['9„� applications will not be accepted. Where the Applicant is not the owner,ani” Owner's Authorization form(Page 2)shall be completed. ' Date: June 6, 2023 OWNER(S)OF PROPERTY: Name:Joseph Ottomanelli scrM#i000- g0_1_9 Project Address: 250 Midway Road, Southold, N.Y. 11 Phone#: 917-306-2208 971 Email: Mailing Address: 116 Oxford Blvd., garden City, N.Y. 1 PERSON: y 1530 CONTACT Name: Michael A. Kimack Mailing Address: P.O.. Box 1047 Southold, N.Y. 11971 Phone#: 516-658-6807 DESIGN PROFESSIONAL INFORMATION: Email: mkimack2@verizon.net Name: Henry Bradford Gustayson, RA Mailing Address: 152 Madison Avenue, Newq York, N.Y. 10 Phone#. 212_251-0212 016 CONTRACTOR INFORMATION: Email gdarchitects.com Name: TBD Mailing Address: Phone#: DESCRIPTION OF PROPOSED CONSTRUCTION Emall. New Structure ❑Addition ❑Alteration ❑Repair *Demolition ❑Other Estimated Cost of Project: Will the lot be re-graded? i@Yes []No $ Will excess fill be removed from premises? �IYes ❑Na 1 RTY Existing use of property: PROPEINFORMATIONresidential one f Zone or use district in which Premises amlly Intended use of property: residential one family R-4 ses is situated: Are there any covenants and restrictions with re o � Check Box After Reading, this property? Oyes*No IF YES,PROVIDE A COPY, to mspm"y*for aa"nfta of the Town CATS� #tom,M� i�� V*"rbftwrC$ar sM bh Ma tnMe M Mau rsua"t tri 1t 2 Su me a asp A mak' t an prr rtttr s tMp a tMrac 1!errMc ��amFY *Mu MfawswdihancMMnFatsr5d penal Maw. , Application Submitted By(print name), Michael A. Signature Of A Kl ma ck Applicant: WAuthorized Agent ❑Owner Date: 6123312o z3 STATE OF NEW YORK) COUNTY OF SUFFOLK Michael A. ) Kimack (Name of individual signing contract)above named, being duly sworn,deposes and says that(s)he is the applicant (S)he is the Agent PP ant of said owner or owners,and is duly authorized o Agent,CorRorate Officer,etc.) apPllcation;that ail statements contained in this application that the work will be performed in perform are true tlimed the said work and to matte and file this the mannerset'farth in the application file best of his/her knowledge and belief;and Sworn before me this '23 June qday of 203 Notary Public PROPERTY ERTY OWNER AI�fiV�I 'R�� )l� Kristina T O"OFN y t ,s r��t��u Yt�iK (Where the applicant is not the ow a 01,No.o10 7 M0 fi in R tt C04nty , Joseph Ottom ) M " innEv 03IN 0 6 L anell� Garden Cj residing at 116 Oxford Blvd, ty, N.Y. 11530 do hereby authorize Michael A. Klmack MY behalf ttothe Town of Southold Building Department fora approval to apply on �. vn. describe erein Owner's RR al as desc is Signature Joseph Ottomanelli Date Print Owner's Name 2 OFF °S S�[��0►]f�I��J[WA TIE]k Scott A. Russell f� SUPERVISOR MA NA\G IENCENT SO TIl1OLD TOWN HALL.-P.O.Box 11711, xr 53095 Main Road-SOUTHOLD,NEW YORK 11971 r �� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLIC:AN'i' INF'ORMA'i'ION TO BE COMPLETED BY THE: APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR I,.ARGER- i Y\PPLICA.\) T: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: �_4 Date: i _. " 67 U,, Contact Information: � ' mm.. "� . Prop icrty . ddr esw / Location t:�1. � c'bft�tr'tr�I,ltaiT ��Wtt": /2 S.C.T.N1. 1000 :Sec do i MrI�k t,t. TO BE COMPLETED BY SOLjT1IOLD TOWN ENGINEERING DEP.1KT,\IENT Area r)f Disti r mince :s less thin I ac rc. Prniect docs Not llr5chare to Waters of the State. \ T U 1:.�_ Pci niit Kr;inCl . Area of Disturbance is C.rea i er than 1 e& Stni ni-Water Ru IWI Drz.;charaes Direct!. to Waters of the State of ,New Yuck. THE A13PLICANT MUST-OBTAiN u SRD.E.S. Per irrr•: DIRECTLY Fran] N.Y-S. D.E.0 Prior tg issuance of a Building Permit. - Arca of Disturbance is Greater than I Acre &Stornr"ater Runoff Fh%v.,5 Thr�rugh Snuthold Tn,yn's MS4 Systems to Waters of the State of Ne'A York. FIE APTLICAN'T MUST OBTAIN a S.P.D.E,-- Permit throughi the Southold Tr_r:�,n Ensuieei°iae' Derlrtment Prior to fssuarlce of a Building Permit -7 �, w h� BOARD OF SOUTHO LD TOWN TRUSTEE t " SOUTHOLD, NEW YOB S � ✓ 1 PERMIT NO. 10282 � DATE: DECEMBER 12112 ISSUED TO: JOSEP;h$, ,KR.TST'INA O T"I°OMANEI.I I i PROPERTY ADDRESS: 50 'JD SAY ROAD iSOD SCTM# 1,0 0 r ry AUTHORIZATION Pursuant to the provisions Of Chapter 275 of the 1-own Code u 6 to aed in con with the t�eso�utian o� the Board of Cr°ustees adopted at the seas and in eea'nsideration of appiication f c in the sum of the fowaa of Southold sand in �� N seam hai�id on. eccn�Fur 14 t ' + to theerarrs and Conditions as stated in tine iesoipatiiarrr tape Southold °Town. Bo� offt paid by.icrsc� ritiaattaraan�li and subject 1 J permits ti�re tbiiowin.: Q' and oC"t°rustees aar�ti�rarr•izes and �1 Wetland I'"trnrrit to demolish ex'st'ag dwelling dwelling and attached garage with a 3113 t.S f� f ter ��� construct construct� rro t ww�a-�lc�r � wround swimming � rat�t ,1SarSm (f+Ssrl.ft. in- pool; install an 8' t3� (Ca�lsrl.ft. irr-ground s a construct a 1.25 X201 ,( �� s ��.,�cabana with ,�31891sV��,oratdoaar shower; install an 10A +OW' � landward side ofntw dwt�llin , Z r f rnnoffand pool backwash; construct l $evenberrrr(+� a lir a ra�rrt I S wtro tormw on the ��tlls to contraal storrnwatea- area around the pool, and cabana; install ,Ph�1. s tl,y two 2 feet rra height to level the t the;fool,spa and cabana with stairs to g�rourad� insta 'd + ft, raised paving stone decd around i pool enclosure fencing with gates, aural to install i ool equipment t install'a fire fait in the,deck area; install ' hu�glr uniit(s); estalalrsh acrd perpetually rrrad tairr a .1 � al pment area,generator and a/c wetland liaawt, with tl t condition that the four 4 Ia, wrdt non-trrr•f laul"lr°landward of tlrt tidal depicted orr the site plan prepared by HenryBra F k1sto rd nustayson 4 astern Rad' Cedar trees sure to remain and as h ,and taarrptd approved on lltcenrhtr , RA, last dated December b iI4 ether y IN WITNESS WHEREOF, the said Board of't"a�u,�ees hereby � o presents to be subscribed by a majority of the said Board as of theday and year j y causes its Corporate Seal to be affixed, and these r� y first above written. "r 1 '+ r Alp� � � "fir ,:�, �,�ir� ,a ��? �� ��� ���,� .�_.�.�._ j �� • `� �f r t 4 . � ,Mulsh"Jr^u,�,qietiF,&GNGk1�M�,Sfrc�rul,Fd P{,J'tl 6d;afU',V� P 1 Glenn Goldsmith,President r„ A. Nicholas Krupski, Vice President , Town Hall Annex E 54375 Route 25 Eric Sepenoski P P.O. Bax 1179 Elizabeth P Liz GilSouthold,New York 11971 eeepples Telephone (631) 765-1892 Fax(631) 765-6611 BOARD OF TOWN "T"RUSTEES TOWN O'F OUTHO D December 16, 2022 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: JOSEPH & KRISTINA 'OTTOMANELLI 250 MIDWAY ROAD, SODTHOLD SCTM# 1000-90-1_9 Dear Mr. Kimack: The Board of Town Trustees took the following action during its regular me Wednesday, December 14, 2022 regarding the above matter: g eting held on WHEREAS, Michael Kimack on behalf of JOSEPH & KRISTIN ANELLI applied to the Southold Town Trustees for a permit under the provisions of Chapter of the Southold Town Code, the Wetland Ordinance of the Town of Southold er 275 application dated September 19, 2022„ and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council' and to the Local Waterfront Revitalization Program Coordinator for and recommendations, and, their findings WHEREAS, the LWRP Coordinator issued a recommendation that the application found Consistent with the Local Waterfront Revitalization Program olic , strsrbe and, Policy, standards, WHEREAS, a Public Hearing was held by the Town Trustees with respect to application on December 14, 2022, at which time all interested persons were said opportunity to be heard, and, given an WHEREAS, the Board members have personally viewed and are familiar Premises in question and the surrounding area, and, with the WHEREAS, the Board has considered all the testimony and documentation concerning this application, and mentation submitted WHEREAS, the structure complies with the standards set forth i Southold Town Code n Chapter 275 of the WHEREAS, the Board has determined that the project asrop os health, safety and general welfare of the people of the town, ed will not affect the NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the ap licatio With the Local Waterfront Revitalization Program, and, p n to be Consistent RESOLVED, that the Board of Trustees approve the a KRISTIN,, ; OTTOM,ANELLI to demolish existing dwelling and fou application of JOSEPH & new two-story dwelling and attached garage with a ,1 0.55sq.ft. footprint; 1'�' l " (5` 4sq.ft.) in-ground swimmingool, i foundation; construct a construct a 21.25"x20" (425sgjt„) cabana with a 3'8"x44” construct a p " install an 'x8" (04sq ft.) in-ground spar OWL'S septic system on the landward side of new dwelling;outdoor showers install an l/A. drywells to control stormwater runoff and pool backwashs construct g seven (7) B' diameter approximately two (2) feet in height to level the area around the poolerm nof install a 2, 'S0,42sq.ft. raised pawing stone deck around the pool, spaand and cabana; stairs to ground; install a fire pit in the deck area; install 4' high Pool with ,gates; and to install a pool equipment areagenerator ' spa' and cabana with g p enclosure fencing perpetually maintain a �10' wide non-turf buffer landwardof the tidal wetland establish and the condition that the four (4) Eastern Red Cedar trees are to rein nd line„ with n the site plan prepared by Henry Bradford Gustayson, RA, last da ' and ce depicted 2022, and stamped approved on December 1'4, 20,22 ed December 7 Permit to construct and complete project will expire tw is signed. Fees must be paid, if applicable, and permit issued within p o years from the data the permit date of this notification. six months of the Inspections are required at a fee of$50.00 per inspection. See attached ttached schedule.) Fees: $50.00 Very truly yours, GIe Gol �s. dsm President, Board of Trustees GG:dd 1%'EW YORK STATE DEPARTMENT OF ENVIRONMENTAL COHSE( "VATION 1 i%6 kin oEuvirfalmoloof Region I S(MY " ;TOOY Mook,5() '5[CMY Brook.NY 11790 Ph(6 11} "vv"wd' April 26, 2023 Joseph Ottomanelli 116 Oxford Blvd. Garden City, NY 11530 Re' Application #1-4738-04383100004 Ottomanelh Property: 250 Midway Road SCI-M# '1000-00-01' 0g Dear Permittee: In conformance with the requirernents of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Elsa Scott Environmental Analyst cc: M. Kimack BMHP File NEW DepaM tolem of YonK Conservatioti NEW YORK STATE DI'I'ARTMENT OI. EAVIRONMENTA1,CONSERVATION l lcilily DI;C ID 1--1738-04383 PERMIT !!(ler the _ �. Y LCL ._� nvironmental Conscrva t ,, 1 o n Law '�.m..�. Permittee and Facility Infor matron ~ er•mit Issued To: - .IOSI-I)lI O"l`TOMANELLI Facility: 116 OXJ^* ll�l) BLVD OTTOMANEI? Ij PROPERTY GARDEN CITY, NY 11530 250 MIDWAY RDISCTM41000-090-01-09 S0UTI 101,D, NY 11971 Facility ; pplicatitan (,ontact: MIC HAl-',L A 1 IMACK PO OX 1O47 SO(ti,GTIIOLD, NY 11971-1047 (516) 658-6807 Facility Loc.1tionr: in SOUTIIOLID in SUI`FOLK COUNTY Facility Principal Reference Point: NYI•M-E: 718.504 NYTM-N; 4,545.444 Authorized Activity: Demoliti()1, and re c)nstruc clllp�)t l si17 plc)Inllitttcic: 72°24'02.9" Strdletuies, including the installati,111 of an pnnovat.iVe/Alt rn&hive 1;`111il dwell ng an� accessory (I/A l3W"1`S). All work nst1s1, he done acc ortling to the plaids preop °ecI by dill tr vson/Dr.ol �k� 1 l crttrncnt �iystem �3/27/2023 ;IPICI 1­IIiI„1 I";Isc�lrella, last revised 3/8/202:3, h�ltl� sta111pee.I NYSI)I (.' .�p)lla��)vccic4/2d"i/2023�rised Permit Authorizations Tidal Wetlands - Under Article 25m .. Permit ID 1-4738-04383/00004 New Pc,l'mii Lli~ ec,tivc Date: 4/2(i. 2_023 Expiration Date: 4/25/2028 .� ..___.�. (V-... NVSDEC Approval 13y .rcceptance of this perrrlit, the permittee .rgr ccs that file permit is contingent compliance with the E( 1, all applicable regulations, andall conditions included ron strict part of this permit. 1'clrm Administrator: KEVIN A K1Sl'1 1 1, Aciclress: DepUly Rg,'onal Pernut Admullstralor NYSDEC Re,gioll 1 1­1eadcluaso-tel,,S SUNY(iii Sk)13y Bmol<150 C"ircle Rd Stony Brook. NY 1 1790 -3409 Authorized Signature: Datc Page l of 6 NEW YomSTATE DEPARTMENT W r,NVIRONiNIEWFAL CONSERVATION Gacilil® DFC 11) 1-4735-04383 Ah Distribution Dist 1t1110IAkI. A K1Mn('1� 13"re'11.1 01-Marinc I labit.at Protection HJyS sal 1i Scutt Coin pone nts eomrt .. NATI IRA1, RI,S E RMl7' C 0N1)I"PIONS GENI_;RAL CONDITIONS, APPLY TO AL,L AUTI-1OR171-�,,L) PI RM17'S NO1 1 11"CI'ION OP O'I'I II;It P10MI1`TLE; OBLIGATIONS NA-Y6kA1, I ...n_ _. .._. .. F,SOi11tCh 1 FR1Vl IT CONDITIONS ONS - Apply to the Following � I'ern>I>Its IIDAL WE'TI:,A S 1. I'M Permit Sign 1111 permit sign enclosed with this permit shall be posted in a Conspicuous location un dile NAwkshe and adequately protected Prong the weather. 2 Notice of Comm encennent Al lead 48hm n a p:rla�l to cwn newelllenl or me p�.j.t the 1�cu°ulHwc and caalstrGwww sllarll saxroll alud return the te1111aalllll)u cal (hu unclowd notil`ication lbrrtl certifying that Erle lcr:Idt� aWare of Z"'(I undcrsUll al all l.c�rnls,all�ml c�01UHIions ell"this fwalit. hhiu 3O dal s lYc tion d81a y cit llle le°ct, the holloin porlimi of the l rr1l Illust ubo he si nul and ruUwnct 1dong k0th 1A etc gmphsclf She CompI ted Nvork. I 3. ('Irr1111r rrrarrrce sylb I'l;rns All are�tivlllcs r.luthorircd by tills 1)cl,nll`t Inns, 1)cw ill Strict c° lrl,b Inclllce wlGll by the applicant cel applieanI�S al�a�Nlt� a,rs llalrt coal"file', 1lc`I"Illlt: wN111711Ga:ICial11. `uncal ap1��°� °c l I1l�lll�w wc;l¢ Prc�ha;L C(l 1�y Gust��orldDluxles,: h1st revised 3/27/2023 ami 1,tligi 1',I c�:IraII�I, lusl 'Wised .3/8/2fI 13. 4. Materials Disponed at Upland Site Any danOl tion dc�l,al ls, CX Css:Cc.lustructilsl) Ir1allelia°Il�S„ and/or excess c^ccavated na,ltc a ials shall b imnmlimuo and clonlple�lely displlrscd of,in ally alrltll�al irccl tlli1 waste Illalnagenlcnt .facility. l llc se m,lters�:als Shaul be suitalbly stabi�h✓c;d a� Ildlt It) I�c-.e ntel° all�Ig�� ctirallcrIaa:rdy vvdland or wetlallcl agjace`nt arc,$. Concrete Leachate DuI Int eonstrllctio n. no vet or fresh concrac or Ica:tc;hate s1lalll be alloNve'cl to Qsc We into ,MY wellands c>r' v�ltcoos III'Nc^,w Yuri St�llc°, Ile r sllalll %V'Isl ring's (ron') ready-mixed concrete truck rlllxchs� car cache dev%C 1)c alllovvc,d lel ental•;.Iny we„llarnd: or waters. Only watertight or waterproorPorrlls shall be used. W"cwt cOnClcte slid not he Imuraad 10 displace water witllil�l the Forms. 6. No Disturbance to Vegetated Tidal Wetlands 'lhcre shall be no disturbance to vegetated tidal we hvWs or protected hurlernIrom as a result or the penvitled activities. Page 2 of 6 PQ Vd YORK STATE DEPARTMENT OF ENVH")s` NEST'/ L CONSERVATION 1410MY DEC in V4U&OUN3 7. Stora tie of F(110me ul, klaterials If SW,,, confined within the prolcvc l worl< arca and/or a ala nd amus l�tram°tion cgl.lipanc'rlt and materials shall be wetland boundal.y. I �lcarCcr than 75 linear Ieet h'onl the tidal s. Seeding Disturbed Arum All areas OFSON ta•SUlting 5tlll�rll�:r."�(1 'With ul�lrol'<lp�"wl°l�lte va.�:gr"t��do`��lt ls�G°�t°sl..Sw '00 ll�.ol�ar.wch�ll�aly f�i�llarrE��il�tp�illl�urr�lc�p�lor.r.r��gr�l�trlonl �. shall Iia; to 11c1'raarl cSlairratrrrra, whichcvcr c:onles ler„>l. ll'tl l prr�ject site remains rn,rctit�c li�rr More llr�rra 48 hours 1 r prioror lal rrrlirrf„ isirallar,ataic<a' due ger Mei season then the area shall he stabilized with straw or hay mulch or Jule matting until weather conditions favor germination. O- Clean hill Only All fill shall consist of clean sand, travel. or soil (not asphalt, slag, llyash, broken concrete or demolition debris). 1 0- 1)"artment.Jurisdiction The department retains jurisdiction o1`oH regulated lands wherc fill has been pernliuc& Placement of Jill shall not be used to alter the delaaartnaenCs Tidal Wetlararc,l area at the project site. The area remains aregLrl,_rted areZara isdictionala slllllee( to 1 ldill Wetl�llld Lancs Use restrictions of6 NYCRIZ Part 661. 11. Install, Maintain 1amsion (Tont°rols Necessary c.rosbn co vny rnosui, i.c., sthtrw bale& silt "cricing, etc., are to be phrccd on We dt>w''wmshqe edge of array dislurbud area. 7"pais sediment barMer is to be put in place before G"any clr ttra°l xraac°c tl1 A r?agmind occurs and is to be mainadned in filnctional condition until thick ve,,awt,16ve cover is established. hood and 12. No D►^y'vells in or near Wetland [MY wells liar pool filter backwash shall be located a minimum of75 lnrear,r° feet landward of the lidtal wetland bout"rdalry. 11 " Pool Dasa mrges to Wetland Ilan shall be no draining of swinlnlinb pool wa indirectly into weilaands or protected budle:r areas, fer directly or 11 Drrlveway/I"arlcing Aren of Pervious IVlatedal Driveway and parking areas shall be constructed of NYSDI ("-µtpl1rovcd pervious materials. 15 Authorized Innovative/1-k1ternadve Onsite Wastew atca 7 a cahnent °sta:ms (I/ 1'W'°I" ) Sciatic r.. y stcraas I Prix lrc�a°rnit trtrthor rocs the installahon of any models ol`1/A ()W 1 S �trptac sywtera� which Iral)li eec roved the approval orthe Sul"ffllk County Dlpaltr_rlk.rat r,y9 1�1a�aaltl,a Sc°rvices �S�'°'Di-[S). If SCDIIS ve r rescAN iN approval oI one or more of these models e�llrrrrl�� app"we ret w instcdla hms orthtat raaoclel. Ile Hm of VA tD 1 el y ter�rlrwc alarelr INIVO receivIN pernAQ ed approv�llbAger SCI all ; alrr� tolrracl Arra dw '�uf11a1k"WHY ��r`a,b�,iW pander the 1�cch�rrnr (Air Wa ser - 11elrIlcowner section at: y "crwrew"t"1'rta&ionarlly AppmvW `1`c°c,]arlr°r1o,Qs. 16 Maintenance of Installed Innovative/Alternadve Onsite Wastewater Treatment Systems (1/, OW S) The permitIce must ln"intain, ser-vice and rcPak the installed I/A C)W"fS .in acccrr•rlance with the rlalrrratcnancc schceltrlc scat lilrth in the Sull"crlk County Department of Health Services (SCDIIS) permit issued for the system. 17. Contain Exposed, Sir cicpilecl Snails 1111 disturbed areas where soil will be le:nIporarily exposed or stockpiled for longer than 48 hour,; slmH he conta,rirrc d by a continuous li leof staked haybales/silt cm-Welland (or other NY Lificr alpprrrved devices) phrced on the: seaward side between the 1111 and the wetland or protccled buffer area. Tarps are authorized to supplement these approved methods. Page 3 of NEW YORK STATE DEPARTMENT OFENV!RONMLNTALCONSERVXnON FncHhy DEC IU 1-473H-04383 IS. Maintain [+roMon Controls All crosion e:optrol devices shall be nruiruMined in good and junctional Condition until the project has Iac,c n coorplc.ted and tyre arae°a has hum, stahil,p. 1% Praaajuhnns ga%j f"rrrat�rrrrirrarturrrr srmtiers ill rrereae,a;sary precauticros shall be taken to pr°aae Inedcr¢twat rra��rrrr�ation of array w �tdaunel oar �c,rte�rax��r h Iuhriconts, epoxy Co".16 � y } snslICIRICd solids, sediments, lbels, solvents. ,-ws, pa rots, concrestc lcaAWC or any crthcr-environmentally deleterious materials as :aeae Iartca.f %1'itli the. IWOjeet. 7tr. We Not Liable Jbr Darna e The tQnlaa of p ,�N, York, sharkl in no arse be liable: lbi-any d;�rrrr�rl e or rrapr,rry ler the st tie tune or wort; herein anthOrrr.ed which nmy be canal Ivry or msnit am, future Opem6ons urrldcrtµl un by f1w Slate liar tlac acrrrscr �artieara arr irtrprroc'cinerulend n�r� i.w° cIr'ptorr or rrlmllrt 10 emrapewnsaui o�n shall acc:rure fronr dory, such drrrrrarg�e. tlaemn, or fe:ar otlaal°purposes, tttl'rd no 21. ,State May Order Removal or Affe rnihn or vhork the ll"R"e; erp+cr�aufiea�raaa tay 111c �StatleM c)f" rcaltlira arra arlla rarturarr rathelaorwilraarr caf tlac rtrrrc:ttrre car- work her�eilr arnt'horirew,cl r,r if-, ill tlao ealar�oa.7r cew "rr'Iea1r� f)cpaartrrrearrt of"l?r sir°orarrlei]tarl errrseahr rtican he it shard! e use unrearsmudde orhstruelion to the We naavil:rrl, erf aarrcl w,rlcrs or llarc.ocf li'ows °, or elkniger the health, malety or, r,,vclfaure of'lhe people of'(lie state, or Cause logs or desl.r nc.tion of 1110 rw1urarl rewlrra.e s or,he statr the owraaar rrr;ry I)a. crrr,,lcarecl 1°>Dr llra.a I�ep�arr°lrascarrt te�u resrrueavc• or<rlicr the slrrrciaar-a.rl "Irr kobsourctiurrrs. Or da�or1drels caarcase,°c1 llrere;by without exhrcrasc: 1e,r the tauled, am! it neon the e?cp) radion Or reavoc.autiran orchis permit, 1h a�tr�lrra:turr°cr, tid e.xcarvaalpcart, ear' ra11)er° rrrochfrC lot ti of them watercourse lie, x-ef)y aurthorr,'c;d sdraall not hC cornple�ted, the owncrs, shall, without c p)crrsc tad llrc scarce rr)cd to slre;lr e tent ;,r)d in such trrrre, and manner os [lie Deparrtr�aaent of 1 rr~�lrrarrrrrcar'ut rl f"ean�e,avartrrzrr nada rund re, remove all or any I)orbon Of tyre uncompleted structure or till trracl restore t,ea its Arrncr•etarrclitic'rn llrc narVigt¢'hrle and Ilu'ae.rel c�rpr<�rcity eak"the watercourse. No claim shall k c rrrarelc°arg;rirast tlae:W Slate of lew YO'le OilarcCo "ut ol`arrry suer, raarryr(rvaal or alteration. 22 Shoe Pda l etlrrrre rte Restarrxldon If nlarrn the expiration u,ar r�evrrc.artiora rak�fl��ri� lrer°rr�it thea profecl heret)),a ullrorrzcd hers not he orr cornpl'c teal, the applicant ant sharp, Without expense to the, state, and W) Suet, extent void in such tome,and maanw,ars dae 1.Da I)rr l.raac�r�rd. col"1:rrvir o�rarrrcar�ulrrl Conservation rr�rrr Ia vklolly re�eltrrrc wnrur'u<�e aH or any Iaor6oil orthe uarrcornpleted 5tr=tlarc or fill and lvsterre the site in its lornler Condi(rerra. ) Whin sharp he We ark>a hmi on'hee. , ta.r�1a, OFAW accountYorkYork o1'any such rcraaovarl or°alte�raatie`n, GENERAL. CONDI1 .I.O.N, I m� Apply Y t o..._ ALL Auth_... oAzecl Permits, .. I 1^'areility lrrsl)ection 1)y The Departme"t "l'hC pe nnitted sole ear° lacaihty, 1lCluding relevant records,.is sul icct 10 inspection at rcaw enable hours and intervals by arra arrrthc,rrdrecl r"e�pr�escantative of the, �fDe�a of l°.srsadronrrrer'rtaal Consc�r°vatic)n (the Delmrtnrent) to dc�lwr none ~'~^��lrcthcl`thew peraliittee is Complying with t this permit and the ECL. Such representa ave may order the; werr� sarspencleu.l pursuant to ECL 71- 0301 and SAPA 401(3). The pernlitte,e shall provide a person to accOMPOny the Department's representative duringall inspection to the pearsnrt MV0 when requested by the I)eparinrent. Pale 4 of 6 1-a73�- NEI/V YORK -STATE DEPARTMENT OFENVJKROINNt4:INTAL C:ON.SERVATION I'�acHity DEC 11) (1=d_;83 .n copy OF His permll, including all rcicreaac:c:d Inaps, dray-ving, and special conditions, illus[ be available Ir inspec(ion by the llcoarinlent ai all News at (lie pr(ajcct site or fi'lcili(y. Failure 10 j)l'0duce a co ' [he Pernllt nI)011 1•CCILIC'St by a DCpar nwnt rcpmscntiltl"l e, is a vlUlaIjoll 01 [Ills perlll]t. I y I Ifelationship of this VC11 lit to 01hea Dela►artaiaerat 4'fa°alcrs and Determinations Unless c.°�xprcssly Provided Ru by the Dcpaaa lra��acai[. i�s(aQaalcc, Of tp`ais permit docs. Iacat n odiQ, supelsedc or rescind any cinder or l;le tlwrnainalion previously iSsUe I herr the 1.�a�paartal�lc rd Gil "Ill conuhnc'al ]lie teas saes„ c:;c,aaaclitioils or recluircWalac^;aits cd in such order or c.1cl`ca aaiiai,Nll 3. /Applications For Permit Renewals, Modiificatiuns or Transfers The permittee nimt submit a Scparatc wkl en applal°,ation to the f)eparlment Cor pc,►-pnit rcnervapl, nl�a(lifre,11ion or lra►ls]er ) this perin►t Stich alppllcaalaoai must include illly JOrills eta sa,a))pla a"ytl(a"algal IIII$tg'miilaOl] the 1)eparllT1C111 t'CCILIl1'C,ti. Daly►cncrwaaly Illa:)di.liGation or transfer granted by the Depau•tment must be in N-vriting. Submission or fol. ocrn]it renewal, moshcation or trans are to be submitted to: l�c.gacaalaal G'L,°►•aalit �tlallilli�ti•a�ata.,la. f'J° '�l�ls(," l�egiaiaa l ]-Icalcl�plaalalerws St IN Y Stcalty Ifrool~:kJ50 (Jrcwl(,: lid Staley Brook. NY 1 179(j I SnbltlaNNAn of Ucnewal Application The permit ec [dicast gsu days bcl,aaliil a renewal application at )cast 30 folcr ac.lnlit c, p)aa'aatio❑ for the .following p)ea•Inil aM1111or�izatiOnIS: Ticlall Wetlands. " Permit AlodifiemHons, wSuspensioaas and Rev=Nuns by Ow Department "['he l�c,palmerlt r reserves flee goo Cca c Bei°ca c all aava Wbw acathoaity la) riucae:�llly, scaspe.nd or revoke this ]a ,rmit. ent �n'ounds fol.aalt)di licaation, susp plica or revocation inchlcle: The a. malerially (LIlsc or inaccurate statements in the permit application or su])oc)rting papers; b. Nilwo by the permittee to comply with ally tern], or conditions of the permit: c. exceeding the scope of the project as described ill the pcl•anit applic< tion; d. nc„cn"Y discovered ni atcarial inforlli atia)Ii or a rnaatel►al change in environmental c:( aldhi0ns, relevant ta.chaiology or applicable law Ol•re. ""lalion5 s'llcc the ►ssulal)c„c: of the existing perliiit; e. II(M Ompliaril c With prC.viOusly iSUcrd plernlit ca)lidilions, Odes of the Commissioner, Maly P ova,ak is cit"Ilse, le nvirc„anmerilal ( c)alservrat l.) l,,s.aw o► rCk�Ll allpons olftl)C I eparlmerlt rclaalctd t0 the permitted 4ac livit.y„ fa. l'"ca•a"it Transfer Permits are la�aoawlera°able unlc:'s spccil`rca�lly pa•cahibit.cxd by ,[astute, regulation orOwnership,•s r�aalcltli s p]a�anl.it condition. �lpplir aalaoaa; l�i')a permit tmnsler„should he subrilitted prior to actual Ownership, Page 5 of 6 -473N-943N3 NOF, FICAly DEC 11) 1 Aft WAV YORK STATE DEPARlMVNT OF MVIM)NMEmi-AL("ONSERVATION NOT-IF I- I VTMN C)"YFFIEW ITERMITTE I I 'ATIONS E OBIAG J A: Perunittee Ise PItem elvin[tce, Accepts "gal Responsibility and Agrees to Indenlillificlition exccPt-1119 state or federal agencies, expressly Lj,,recs to jjlcicfllll,ly o C Departillent o(J.'llvil-011111crital ('onscrvation Lill I I harrilless the and agents for'111 clairils, s ' Ic State of�New Yol.l(, its represellf,1fives, crilployces, 14, aCtionN and dunnages, to tile extent at1rihLl lable to the pernliltee's acls or 0-HASKons ill con leCtion with the Wn"HeA WMAQ; ofac6WIM, in connec6orl With, or operation and ill"lintenance oC the heftily or QjHlles c0MWiWWC or not in c( a"HOAQ011 Q the penrH whWher in not extclld to )"'I'lizInce with the terns and etymms or me Permit, This inderimilTication does 'Illy clairils, Suits', actions, or daiijagcs� 1w) jjj,� exlclj 111l,jhlll,; 1), , to DEC's ()%,Vjl Jlcj.,��Iigcllt or 111jele 78 of Q( s, OF awtions nandrig tile intentional acts or orniss4ms, or to any claims, Suit, JV -,- New y(yl,k orCcivil aurunder flederal or state Ijws. Civil Inlulice Laws and Rules or my citizenstlit rights provision (I"AlActurs ki (7unipy, whh Pelinit Ile panni"et, is rcsP(,')nNibJc' fin,inkinnAg iter im5p,ndou cwHnwt()l-s, to conq))y %v cll'Pl"-Yc(ws, 4�,Cllts and assigns of inspect to the permitted activjjjc��, and ions w,hilc "Ictinto g as the s Ligem, \vidl R' lif. sN(Jal condit pernliuce, ith this llerri such 11c]-sons Shall be s�jj�sancrikons Or violations of tw o Environniental Conservation Lav the �s,,lllle LIS 1110sc prescribed fipl 11je j)cl-jljit,c. Ile perinw Obtaining Other- Relplilred Pel-nilits cc a MWonAbIc [or �lly approvals, MI""Inds, Cy dmt nmy he rapdmd h) MY CWt the ucrivitie's 01,11 dre aulhorized by (his perarilitsenlents and rights-of= . Win D: No Ritylij to "Ti-csp�lss () 111tel1cre with Riparian Rights This, permit clocs not convey to the pC11711tWe anly Qhi W i1prian ll orovem in .4 !d work w',)r does it outhorize the impairment of any right, Ale, or hw,.est orzfer lo perforill tile pernlim ("Ns L11)oll tile lands or interfere with [lie porn]it. in real or personal pr(')1)V"Y held Or VC.�IL!d ill � Pel-SM, MA a party to tile Page 6 of 6 1 -T cD o z o ° m c� :3 70 0 s o c v rn _0 o rn cc ° ° 5- r-.I- -rF lV �• ... w o 0 Q ill u C7 CD o o -, cQ 0 cn -0 o M p Cl) 0 -0n M — rn a 0 o n �. < � s — -s Q m p cu _ 0 C m u ° 0— C: x5:3 o o D Q `c cn rn -3 (D C 0 0 (D 3 o 2 3 (D p cQ wD Ill o � -nC o v 70 ° 70 cn � LU CD CD NOTICE OF COMMENCEMI=NT OF CON,TRU "fpr; N RETURN THIS FORM TO:COMPLIANCE Marine Habitat Protection-NYSDECOr Fax to: 631-444-0272 SUNY at Stony Brook E-Mail:dec.sm.R1MHP-BEH@dec.ny.gov 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: _ .°. TELEPHONE: Dear DEC: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on permit and as de icted on the p that we have read the referenced permit and approved plans and fully understand .�_�° e e�1�fy the authorized project and all--permit We have inspected the project site and can complete the project as described in the p approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit, permit sign, and approved plans will be available at the site for inspection in accordance with General Condition No. 1, (Both signatures required) PERMITTEE: DATE CONTRACTOR: DATE__,__, THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANYASSOCIA NS ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS, u n ttgi lone X X IV+CDTI+CE'O OMF�LETION OF'CONS' X �...-. RUC ��. . a -._.°_ X . .TION RETURN THIS FORM TO: COMPLIANCE Marine Habitat Protection-NYSDEC Or Fax to: 631-444-0272 50 Circle Road E-Mail:dec.sm.R1MHP-8EH@dec.ny.gov Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: -------------- CONTRACTOR NAME&ADDRESS. TELEPHONE.,. special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on Pursuant a)' s _...w We have fully complied with the terms and conditions of the permit re wired p mit and approved plans. (Both signatures PERMITTEE: DATE CONTRACTOR: DATE THIS NOTICE; WITH PHOTOGRAPHS OF THE COMPLETED WORKAND7OR A COMPLETED SURVEY,AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS S OF COMPLETION OF THE PROJECT Glx �Pn� �r � �� v �.,.r ,�, �: ��� � •31. 0 � It Ji 9-ft ct 4 ,r x � gi—IT C a F Cy V— ME �D ° J1 rv� t r l� , E a r 3 ,y_'v € , g � OWTS -- - e Mh ,f a g IN-7I1 k; a J 1: „ate e a� I � €L 110IjSr P LAN MUM t ;t 1ji IP Y ----------------- �l Ir #L x f� �s t l --� pall — — r.- fi £ e t K11 LF [ � pill .129 e r � 1 i 1-7 zag 4 � t WIN JiS ! 4 0 _ 3e c ` g.n 1.01 Z'OP— ORACE TO SoRFACEn 'S 'x.17"4 YlLLVkj _ .moi. 3 Amn. Y i _.. PSD 11'�`�--�Ir�� '?cam-=r Qr�ts = - - - -g€ - TOP VIE. pUlCK9 PLUS.-N- - _ � � f < - ` 33I.VCPT -�' - QVECK1 PLUS ENO CA J < a : �M , CLEAN-OUT AT FACE CF BUILDING ENO Ew _ s i x n. E'•~<![� S:'��e';3.t :"`3i7 ABY% a € �- T �# --€ ff 3. "cT f `K -.i § • '�`,3 -4 - {t2 fl .pais `. '4u eg rXs.e.-- , a h � r�. a � rrfrca �. f Y4 I I aa_> a a -tsr. aEac a.; [ E€�4-:T . }�_` -. I� d z CTOR 1x,r 'e ago k 21 f 3 .y a F j - 4- =rn a OR III-A!11 Sr � 12_ 0 .. _....., -. _ ;^. ��"`^�' rka °�Nc Iv NOTE. i �U&^N�"OLK bLII�°S"N'C7NrC.+1NI"Y"�+l�C�!' /4 L 2 `'' � "9.LING N�aAR ��."?G1 AN�F'FiR'T'"VF46. PREVIOUSLY DEVELOPED Wa LOT. EXIST. SINGLE mA DPz61w �� J fl "" FAMILY DEMOLISHED. TO BE RE—DEVELOPMENT PA■AN PROPOSES NO CHANGE pool cabana a Jl K PPS ' f IN USE. ° � EG x 1 �e ,xR W 6/5/23 R-22-2170 I To eE r hm OHD•- ice LL o ,w�.,.. 90 m—Z * 4 mm � '� '�SAF a � � G* �� ..w ,h+^ N �_, � � � Mv�„. ,H.m-�" ,,,A.mo.N� "" i• Q 0 0 y ., p Rai u AIR BLOWER1.4 A _M F ^� �, �M ■�, , w N �A r y'r _i a m m,v.mrN ar NeaRh gAf'gR rrms d I ll to "� ^. wP■vy+Rr■RT q■1Ny1eria+ ° CEN-10 ELECTRICAL WIRING SCHEMATICa Pn■�NnINC AAsa sw T■M.. ry P N- >v Die��cN r+Ma a w WERAND e0u41bakr Rpfi+ ',a ry9�p. t 0^�..,. 'Y°1H' �`",r IW W °w Y. Ru CLEM+B�AnaN�1..9.ga NFASURWFM In■M GWRFaY,NI h0 M n� � �'"� � ':a.^9C^.,,, mak' � \ \. -.� (,y' f-1 ' Aaormw¢'rr1H roul dwwmx'Rwm Iz/u/zz OkFm .. '�7"W h '".r, y�. '"�. 'w.,yxx w, m �^L. } N y m'+,. w ,M� N p x SIX &'LL AP ■■ .. �4 _� A ` =TY CEN-I0 CONTROL PANEL DETAIL a U a o Fw nG t Br�LLti IAB A yVE x rktR 1n uac1MD�Rs �D,mn In, S .� ♦ ' «.; y■rndr..ay 1 T T ' p" »,,, PROPERTY INFORMATION \E A�P x IV f" " ^i Tj{ .'w ,d 07OW ' ERESNENCELOWTELAT a D ddd!^ �WDWAYROPDSOUHHgp,xY118i1 _ F MWUs uzaaroua As sNowx ox a ; K ERaG1RLDGFCEDARBEACH PARN ].1x ✓a TWIN OFSOUMHIXD�:FlLENa W SUFFUKMM. ``•Wa,,,^� / LOTARFA•AAIC SF, "� . N N N F -04, m ❑ ENLARGED I t�It'I'II,SITIu PLANN _ SITE PLAN SCALE V-4W-D, 1 N � � m L�WV MoWnW'■ wP.ev■�NhC'hR w^kkNYa;,... MR��,N�efl�Ol" yD,l d o o r� ■ ■in N \ Ppa Nm+WC'nAM -A"'aCCS',rcn.YAnSAi �� VNT Aq 0 0 0 z BY:SOIL MECHANIC. CORP. 0.eree,e pw pw C 1 ST NORH4,SILENCE _ APRIL f9 2022022 TE a SILF h 3 "• OAR Mom GROAnac Aw �, E TM5 Y A q Z,41 NO,ORA 5E"N SLI, LOAA C Wn RR&55 Rf w$, S 7 C U O.d'O 134 TEST MW WNiR'EAGq '. Wwn�i'.jlFp A PY.WPrp ❑ ❑ ❑ rn 4dAN,.lA7A7RS.FINE BAND(OL) CND 00 15���I2 B�N P. haw, q ❑ E LL NAW.. 4 � LU TO E ro: M B a BROWN SANG,GRAYR'C.ELT nr..omi,ppy" As INCN-1135 MAAN MW'AWAGON w d , ..0—Y q7 h.a"-x.44° BNONN-LIGHT Y�ro'f,M{SANG GRAVEL.SILT 5' LIGHT ORANGE--LIGHT BROWN SAND,GRAVEL ELT(SP) M■xrgro rwP■'Ah Wypv hw oa r. coin 8131 ' ro p" � ma'' la 1 m�e,xu mss.r.xm wawtn�uAm wR.r m0 C4�M4rsplsa,x N M N W h .xOkMUT'tlAWSYO.pua■uu0■A Rzang'. ■,AAO T1xRR u,�a„ ',� ELEY.A'.W'. ■WheN axaa■nmMn�rc Aum'IwwW A ~w. ADpANN1 NAamew.kn. LIGHT BROWN-ORANGE SAND,GRA ERR%E8'W VFl,SILT LIGHT BROWN S •••• hA ANp,GRAVEL,SILT(SP) . e'LEw.1.3° UwAam E'LOWG' P SECTION A w SCALE:1-2--n- SECTION B SCALE:I”=2'-0•' FIELD WIRING Ia r RN w SCALE NONE C11G tl.& e'y �WM�ER. khGlhpM8 yEI..�+ N L'.VJ Am F7,IrutiFan p � - y 90 DEGREE ENDO RIGID PIPE, 0 z Ll . r. AAr.Ndk CSWSKIGJVe11MA CAA■W'Wr a"48 FO.D 27.GP 1.1/4'D - <0 Z E/bR'NWN0.Np0R CC■R.WeI Wim. a GwrWnRa■" 1�k5 BROWN SANG,GRAVEL.9LT(SP) .w^ NinAOY AWnm�^mVl IOIIWr�GIN11Mn ktl '� vwna � "���`""" 'til"s 6%ileilaatll N y TYPICAL CONCRETE THRUST BLOCK Y SPECIE An "" MIN,6'FROM EXTERIOR y, " v«wtnx 300 LBS THRUST DEVELOPED PER 100 n ^ xN roc PAa'. T TMeaIaa SP �P YPF PSI PRESSURE 1- ry C w mrvwrrr ® �" -"""" PP) Q 1/4'090 DEGREE c Z c 0 � � Rawer � � `� � SANG SOIL BEARING 2,000 LBS/SF N,....... IP PVC I AP tPE u o n ^ =0.15 SF OR 0,387'X0,3137' ''.IL a 5 Aaess Covers �._'�`"'..-'"'`..."..®. TAeS'Sr.;.tORap PoWVY r, 9 uvAraI.nrmwN 03mledenl lODtionel� WmNR TAhM1a USE 6"X 6'ALL AROUND PIPE ❑ ■IPNt,q.uryyw.r PLAN VIEW THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY CFST` LE DATA yrJTHRUSTBLOCK OFTHEENGINEER, 5°�I"-�,-0. FUJI CEN-10 UA OWTS SCALE NONE ALTERATION OR ADDITION TO THESE PL IS A VIOLATION OE SE SECTION 7 209 OF THE NEWYORK ° STATE EDUCATION LAW, f GENERAL NOTES LEGEND L I St OF D RAW ING5 Gustayson/Dundee COPYRIGHT Q 2023 ALL RIGHTS RESERVED 1. All work shall comply with the requirements of all local 21. The General Contractor's and Subcontractor's required II EXISTING WALL TO REMAIN ® WINDOW DESIGNATION - EXAMPLE CUDI-I 2424 A-001 GENERAL NOTES, L15T OF DRAWINGS, laws and regulations includirg all national, state and minimum coverage and limits of liability: A-002 SITE PLAN, ZONING INFORMATION CONSULTANTS: local codes and requiremerts of the owner's. C= -_:1 EXISTING TO BE REMOVED O DOOR DESIGNATION - 3684 = 36" x 84" OR 3'-0" x -V-0" A-003 BUILDING DEPT. CODE COMPLIANCE INFO, insurance carrier. A. Worker's compensation and employer's liability A-004 FOUNDATION DETAILS, M15C. FRAMING DETAILS insurance, with limits of no less than $100,000 and ZEF EXHAUST FAN- aO CFM CRAB NOTED IN SPECIFICATIONS A-005 PYRAMID DIAGRAMS 2. Contractors submitter proposals for this project shall as required b employees benefit act or other ® NEW PARTITION FROM FLOOR TO g p p p J q yUNDERSIDE OF STRUCTURE ABOVE: A-006 REBCHECK CERTIFICATION first examine the site and conditions thereon, and statutes applicable where the work is to be 2x4 OR 2x(o WOOD STUDS, 16" O.C. WiTN SMOKE DETECTOR A-00-1 RE5CHECK CERTIFICATION proposals shall take into Consideration all conditions performed, as will protect owrer's contractors 1 LAYER 11/2" OR r14"G1115 EACH SIDE. PARD WIRED WITH BATTERY BACK-UP as the affect the work under this contract. Failure to from an and all liabilityunder the aforementioned OR EXTERIOR WA-L CONSTRUCTION SD y y SEE TYPICAL WALL SECTION REVISIONS: examine the site shall not relieve the Contractor of acts or statutes. cc CARBON MONOXIDE DETECTOR A-101 CELLAR FLOOR PLAN the necessity to provide any and all work that may be SPECIAL PARTITION - SEE DRAWING A-102 FIRST FLOOR PLAN AiOCT 31, 2022 required to Complete the job without additional cost 5. Comprehensive general liability insurance (including .(� ELEVATION, SECTION OR DETAIL A-103 SECOND FLOOR PLAN RESPONSE TO DEC LETTER to the owner, owner's and contractors' future liability insurance) CONCRETE FOUNDATION OR SLAB to 0 A-104 ATTIC PLAN DATED 10-21-2022 with the following minimum limits of liability: A-105 ROOF PLAN 3. Work shall not commence until an approval has been obtained from the owner and a building permit has a. 50dily injury liability, A-10(o FIR5T FLOOR FRAMING PLAN 2 NOV 4, 2022 been secured. Owner shall determine commencement each occurrence $1,000,000. , A-1071 SECOND FLOOR FRAMING PLAN ADDITIONAL D05 date and shall notify General Contractor, OWNEIR S WORK A-108 ATTIC FL FRAMING PLAN INFORMATION AS REQUESTED b. Bodily injury liability, 4. Contractor shall pay for and obtain all permits required aggregate $1,000,000. Owner shall purchase the following items: A-201 FRONT (EAST) ELEVATION for his work Cost of said permits shall be paid for by A-202 REAR (WEBT) ELEVATION A3 NOV 30, 2022 the contractor. This includes all inspections by c. Property damage liability, 1, Plumbing fixtures fittings. Material only. G.C. to install. A-203 RIGHT SIDE (NORTH) ELEVATION ADDITIONAL DEC authorities having jurisdiction. each occurrence $1,000,000. 2. Bathroom floor $ u.all tile. Material only. G.C. to install A-204 LEFT SIDE (50UTH) ELEVATION INFORMATION AS REQUESTED 3. Kitchen cabinets and other built-ins. Material and installation. 5. Contractors shall have approved working drawings and d. Property damage liability, A-205 POOL CABANA PLAN AND ELEVATIONS A4 DEC 7, 2022 building department-approved permit drawirgs on site. aggregate $1,000,000, 4. Decorative lighting fixtures. G.C. to install. RELOCATE CABANA Contractor shall display building permits and shall arrange for all required inspections. e. Property injury liability, All recessed lightiirg supplied and installed by G.C., A-301 TYPICAL WALL SECTION 4 HOUSE SECTION a re ate $1,000,000. A-302 HOUSE SECTIONS Ae, DEC; 23, 2022 gg g 5. Toilet accessories. Materials only. G.C. to install. A-303 HOUSE SECTIONS (o. Contractor shall verify all dimensions and conditions DEG COMMENTS in the field prior to start of work It is his sole Such insurance shall provide coverage for Bathroom vanities. Material $ installation. G.C. to responsibility to verify clear heights within the premises, explosion, collapse and underground exposures coordinate plumbirg installation. A-401 KITCHEN ELEVATIONS A(oFEB. 28, 2023 All discrepancies shall be reported to the architect, and contractual liability coverage and shall insure -1 Kitchen appliances. G.C, to hooka and install. A-402 MA5TE8 BATH DEPT, OF HEALTH AND Failure to do so puts all responsibility for dimensional owner's contractors aga irst any and all claims for hp p OWNER COMMENTS errors on the General Contractor, personal injury, including death resultirg therefrom and damage to property of others arising from COMPLIANCE NOTES A-501 DOOR SCHEDULE Z� MAR. l(o, 2023 1. Do not scale drawirgs. G.C. is responsible for operations under contracts whether such operations A-502 WINDOW BGHEDULE ELIMINATE HOTTU5 verifying all dimensions. are performed by owner's Contractors or by anyone directly or indirectly employed by any of them. 1, All work shall comply with the requirements of the - F AaMAR. 2-i, 2023 8. All contractors shall be bondable, licensed contractors 2020 New fork State Residential Code. E 101 (RST FLOOR ELECTRICAL PLAN COORDINATE SEPTIC possessing good labor relations and must be capable C. Comprehensive automobile liability insurance E-102 SECOND FLOOR ELECTRICAL PLAN of performing quality workmanship and must coordinate including the ownership, maintenance and operation 2, 2018 Woodframe Construction Manual (WFCM) for one and two family dwellirgs E-103 CELLAR AND ATTIC ELECTRICAL PLANS Ae JUN. 5, 2023 work with other contractors working on this project, of any automotive equipment owned, hired, and by the American Wood Council's (AWG:) wood desigr standards committee. FILING SET 9. The general conditions of the contract for construction, non-owned in the following minimum amounts: P-101 PLUMBING GAS RISER DIAGRAMS AIA Document A201, latest edition, shall apply to this a. Bodily injury liability, 3, Design of hurricane straps and other ties from the project as if written herein. Contractor shall comply each person $1,000,000. Simpson Strong-Tie Wood Construction Connectors Catalog 2019. with all requirements listed in AIA Document A201. Copies of this documert are available for review at b. Bodily injury liability, 4. Wind Speed 130 MPH, the architect's office. each occurrence $1,000,000. 10. Prior to commencement of work, contractor shall supply c, Property damage liability, LOCATION PLAN a list of the names, addresses, and telephone numbers each occurrence $1,000,000, of the subcontractors to be used on this project. D. Construction shall not commence until certificates 11. Contractor shall comply with all provisions Of the of insurance have been delivered to owner. SUFFOLK CTY TAX DESCRIPTION - 1000-90-01-09 Occupational Safety and Health Art, E. Indemnity: Contractor shall fully protect, defend, 12. G.C. shall apply for and pay for all utility meters and indemnify and save harmless owner, architect, and PROJECT NAME: all temporary utility services, as required. er ineers a ainst all liability jud merts, lama es,costs and expenses, including attorney's fees, REPLACEMENT DWELLING 13. Contractor shall endeavor to build addition so that arising from any and all Claims relatirg to the OTTOMANELLI RESIDENCE it appears to have been original to the dwelling, performance or non-performance of tenant's work. o IT 15 A VIOLATION OF THE LAUD FOR ANY PER50N, Therefore all mouldings, sizes and alignments are Q UNLESS ACTING UNDER THE DIRECTION OF A critical to create the desired effect. 22. The architect and engireers shall not be responsible o LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. 250 MIDWAY ROAD for the contractors' methods and means of construction. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT SOUTHOLD, NY 119-11 14, Construction equipment and materials are to be located 15 ALTERED, THE ALTERING ARCHITECT SHALL AFFIX in confined areas and shall not block exits during 23. Guarantees for all work shall be for a period of ore DRAWING TITLE: �- TO HIS ITEM THE SEAL AND THE NOTATION construction. Items shall be stored as directed by year, unless otherwise noted. Contractor shall furnish to < "ALTERED BY" FOLLOWED BY H15 SIGNATURE AND GENERAL NOTES, owner. the owner a written guarantee stipulatirg that, at no '3 THE DATE OF SUCH ALTERATION, AND A SPECIFIC LIST OF DRAWINGS, additional cost, any defective work materials shall be o DESCRIPTION OF THE ALTERATION. LEGEND 4 15. All wood shall be kiln-dried, mill quality finish with repaired or replaced for a period of ore year, after _ LOCATION PLAN compressive strengths as stated in drawings. acceptance of work, unless otherwise noted. z PROVIDE THE FOLLOWING AT COMPLETION OF PROJECT: 1(o, Cortractor shall be responsible for daily removal of trash, rubbish and surplus materials resulting from N ® ` 0 1. AFFIDAVIT OF FINAL COST ` COrlStruCt I Or, W E S T L A K E : `...:.,.,::_max Z ...,... n.,.:, : ., . 2. DECAL DESCRIBING FRAMING ON METER PAN : ' `, '. 11, The contractor shall supply all na I lers and grounds for fixtures, fittirgs, and equipment as required. ENEBGY CODE COMPLIANCE _ 4:4 ;" j"� ■ g ■ ■ - 18. No demoliton or alteration to the building structure will w, be allowed unless otherwise noted. THE PROPOSED PROJECT IS ANALYZED USING THE 2020 GENERAL CONTRACTOR SHALL POST A PERMANENT 19. Prior to any excavation, G.C. shall contact local utility NEW YORK STATE ENERGY CODE. CERTIFICATE NEAR THE ELECTRICAL DISTRIBUTION and obtain approval fer underground work` DESIGN CONSIDERATIONS: SUFFOLK COUNTY - CLIMATE ZONE 4 (TABLE 301,1) PANELS LISTING ALL PREDOMINANT 8-VALUES, TABLE 8301.2(1) U FACTORS FOR FENESTRATION, TYPES Or- 20. F20. G.C. shall submit partial lien waivers with each EFFICIENCIES OF HEATING, COOLING AND SERVICE application for payment. Application for payment GROUND SNOW LOAD WIND SPEED SEISMIC DESIGN CAT. SUBJECT TO DAMAGE FROM IC BARRIER FLOOD HAZARDS WATER EQUIPMENT AND OTHER ITEMS AS LISTED shall be made on standard A.I.A. form. WEATHERING FROST LINE DEPTH TERMITE IN SECTION 401.3. " PROJECT NO: GC shall submit drawin s and forms to local 5uildin 20 130 B SEVERE 3' MOD. TO HEAVY YES ALL ITEMS LISTED IN SECTION 401.4.1- BUILDING .�� n � 2202 g g •, Pos-olRn Department for approvals and secure permit prior THERMAL ENVELOPE SHALL BE DURABLY SEALEDy , 2023 a �sGfn SCALE: to start of work TO LIMIT INFILTRATION. COMPLIANCE SHALL BE `" �' A INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT TABLE 402.1.1 DEMONSTRATED BY EITHER A BLOWER TEST OR .� 4 r ! Contract shall include 15% down payment, p menu ALLOWED PROPOSED VISUAL INSPECTION. SEE 402.4.2.2 9 JUN 5,o x , REVISION 5� each month for work completed with 10�o retainage. ° 0 40' � SUE DATE: r At substantial completion, retainage to be reduced GLAZING U-FACTOR 0.35 ALL SUPPLY DUCTS IN ATTIC TO BE INSULATED TO G 0.28 � OCT, 14, 2022 to Bio with final payment made 30 days after CEILING R-49 R-49 R8 MINIMUM - . ALL OTHER DUCTS IN ATTIC TO BE SEA completion of work (PARA. 402.2.1 PERMITS R-30) INSULATED TO MINIMUM OF R-6, SEE SECTION 403. DRAWING FILE: ' U)ALLS R-13 R-21 PLEASE BE ADVISED THAT TO THE BEST OF MY KNOUJLEDGE, A001TITLE AIA contract form to be used as basis for contract. FLOOR R-19 R-30 BELIEF AND PROFESSIONAL JUDGMENT, THESE PLANS AND BECESBED LIGHTING INTO BUILDING ENVELOPE DRAWING No: BSMT WALL R-13 R-15 SPECIFICATIONS ARE IN COMPLIANCE WITH NYS ENERGY CODE SHALL COMPLY WITH SECTION 402.4.3. CRAWL SPACE R-10/13 R-10/15 _ 0 LAWN OR PLANTING SOLID WALL DOME Gustayson/Dundes SOLID CONCRETE COVER SD PIPE CONNECTION STRAW BALES, LAID TIGHTLY END-TO �END, COPYRIGHT m 2023 TO CATCH BASIN FENCE POST BINDINGS HORIZONTAL, EMBEDDED 4 MIN. IN ZONING DISTRICT = R-40 LOUD DENSITY ALL RIGHTS RESERVED r Mmww "- (SPACING im 8'-0" O.G.) SOIL, PLACED ON CONTOUR OR AT TOE OF SLOPE. REPLACE PROMPTLY IF DAMAGED. S.C.TAX NO. 1000-90-01-09 12" COVER FABRIG MIN. I'MIN - 2' MAX UNDISTURBED NATIVE (3'-01, WIDE) CONSULTANTS: MATERIAL 2"x2" WOODEN STAKES, 2 PER BALE, EXISTING LOT AREA = 56,041.93 SF DRYWELL CALCULATIONS = EQUIDISTANT. PREVIOUSLY LAID FLUSH, FIRST STAKE ANGLED TOWARD AREA OF FLAGGED WETLANDS = 7,203.73 SF D P BALE, 2ND STAKE VERTICALLY. ALLOWABLE LOT AREA = 56,041.93 - 7,203.73 = 48,838.20 SF ORIGINAL HOUSE LOT AREA COVERAGE = 2,466.64 SF AREA OF NEW ROOF = 3555 sf x .42 (5" RAINFALL) ® ® ® ® ® ® ® 1,493 CF OF WATER ALLOWABLE LOT COVERAGE = 2051. x 40,030.20 = 9,�6�.64 SF RATEABLE ® ® ® ® ® VARIES SEE �/ \\ // \\\ \\/ %/\ \// = Z REVISIONS: BACKFILL CALCS. NOTE: �t PROPOSED DWELLING = 3104.93 SF 6 AOCT 31 2022 S' DfAM x 5' NIGH = 211.10 CF OF UJATER ��\\� , � - � , DIG 6 WIDE d DEEP /\\ \/ , INSPECTION SHALL BE FREQUENT AND ® ® ® ® ® ® ® \ �� N REPAIR REPLACEMENT SHALL BE MADE PROPOSED FRONT ENTRY = 56.35 SF RESPONSE TO DEC LETTER TRENCH. BURY BOTTOM �� \ / - Z S DIAM, RINGS= 1,477.7 CF PROVIDED i'-0" of FABRIC, TAMP \% PROMPTLY AS NEEDED. BALES SHALL BE co -' 8' DIA• PLUS DOME IN PLACE. '�\j /\i REMOVED WHEN THEY HAVE SERVED THEIR PROPOSED CABANA 425.00 SF DATED iP�-27-2022 2'MIN TO /\\/ USEFULNESS 50 AS NOT TO BLOCK OR PROPOSED POOL DECK AREA = 2,103.23 SF 0 GROUND WATER ,\\/\ IMPEDE STORM FLOW OR DRAINAGE. NOV 4, 2022 \� 6 2 -PROVIDE STRAW BALES AROUND STOCKPILES (TYP) 2 PROPOSED POOL = 684.00 SF ADDITIONAL DOB TOTAL PROPOSED LOT COVERAGE = 6,3-13.51 SF / 48,838.20 = 13.05 io INFORMATION AS REQUESTED D 1 DRYWELL DETAIL D 2 SILT PENCE DET�4ILKD'F3� 5TFAW BALE DIKE DETAIL GROSS SQUARE FOOTAGE CABANA = 80.13 GSF A002 N.T.S. AO02 N.T.S. A002 N.T.S. GROSS SQUARE FOOTAGE FIRST FLOOR = 2,673.8 GSF A3NOV 30, 2022 GROSS SQUARE FOOTAGE SECO D FLOOR = 2,762.78 GSF ADDITIONAL DEC TOTAL PROPOSED GROSS SQUARE FOOTAGE = 5,516.71 GSF OK. INFORMATION AS REQUESTED ALLOWABLE GROSS SQUARE FOOTAGE = 5,100 + 441.91 = 5,541.91 GSF A4 DEC 1, 2022 (5io OF LOT AREA OVER ,000 SF - 5io x 8,838.20 = 441.91 SF) RELOCATE CABANA 2 YARD SETBACKS = DEC 23, 2022 PROPOSED FRONT = 50' REQUIRED, 5 ' PROVIDED AE, OUTDOOR 10'-0" NON TURF BUFFER LINE A SHOWER 3'-81, REAR = 50' REQUIRED, 134'-7" PROVIDED DEC: CO _m H 231.10' a'-4" SIDE = 15' AND 20' EACH, 1 ' AND 109' PROVIDED ��, --------- _ ----- FENCE - ---- ----- - I ------ O.H.ELEC. SERVICE EXISTING A FEB. 28, 2023 lu It S5' I GATE TO BE REPLACED w/ W POL� MAXIMUM HEIGHT = 2 1/2 STORIES, 35' TO MID POINT OF GABLE DEPT. OF HEALTH AND UNDERGROUND SERVI E ---- --� 5 L1 wz SANITARY 2 _ - - V-0" DIA. PROJECT IS NOT LOCATED INF MA FLOOD ZONE OUJNER COMMENTS Q -- �N J____ ►- LINE AREA FOR _ - COORDINATE LOCATION OF ------__ -- - - - A/C at FOR C, DRYWELL DRYWELL WITH NEW WATER ' S8'-0�'-- SERVICE ��' K 7 MAR. 16, 2023 1 ( 1 FLAG \J/ LAWN 2 \ / N m u 8.01' ELIMINATE HOTTUB GRAVEL ��+� ,\ Q I 8-0 DIA. U DRIVEWAY �� aGK INE �•� - 5 ELEV. 800 (� N15E •� 1.� 24.00 Aa o mMAR. 27, 2023 � I DRYWELL LLt ` � ,�� � � FRO O COORDINATE SEPTIC I I BERM AS REQ'D 2 POt7L"�ECI Q I WATE � ` EXIST-'\ I I GATE uP 2,10323 SF TO LINE DOCK FLAG I PAYING STONES AB LAWN 6 \� ® � Ae JUN. 5 2023 3.00 � 8'-0" oIA. Q �\ 2 �, � 2L25' 10,04' N FILING SET Lu j I DRYWELL u I FRONT ENTRY 9.12' 1 f 1 5'-0" x II'-3" PROPOSED \ Q 0 19.+40' ' S _ n I I \ 2 t2Al FIREP T %� �\ _ SEPTIC AREA ill ® q © 0 Q r AP�'R X. r 3429' 11.12' tt ELEV. 10.02' � N REARS TBACK LINE ( 2 "0� Q 4,001'/ 19.41' 6 O v FLAG I 1 1 \�0 i , �\ FTn _ 5.00' ,83 -3 cn I � V N () 8 25 R L I P L O r 3125' 4 ' I BAC�GUTASH � 0 X FLAG �1 I DR WELL \ _ \` COORDINATE LOCATION OF C G 3 I L ENERATOR 2 Q N DPY1WI°L" �, DRYWELL WITH NEW WATER v 0 j BERM AS REQ'D \ • SERVICE 0 EQUI . '� -- � � 6 ' / ELEV. 8.00 / I 2 Y \, Uo 3 I 8'-0" DIA. I LAWN e® -XISTING � \ PARKING `V � o H 10' NON-TURF AREA TO DRYWELL � \r/ GATE / 8'-0" DI D �,A X 1�1 BE PLANTED WITH ITO BE RE YED �\ 18.00' GRASS At BEACH 011 \ \ LAWN /��8-0 DIA. 41_011 H \ / DRYWELL, TANK O \� \ T �� FENCE \ I \ \ 1 12 S4 21-25 F PROJECT NAME: \ 0 \ _,/DRYWELL _ p 15 S TRACK I 61 i:-- 4.7' REPLACEMENT DWELLING LINE 50' REAR \ _ ;t I OTTOMANELL I RESIDENCE � ZONING SETBACK \- . _ . � - . - . _ . _ . - . _- . - . - . - . . _ . - ._ . - - - - - - - _ . _ . _ . . _ . - . _ �_ . _ . - . - . - . _. _. . - . _ LINE I FLAG LINE OF HIGH WATER (� Q� LINE OF SIL FENCE AREA ANAL Y5 I S MARK DELINEATING 250 MIDWAY ROAD AREA of TIDAL Q _ >�t1 Q I I SOUTHOLD, NY 11971 I � WETLANDS N GRAVEL I DRIVEWAY , OVERFLOW ' ® 24.00' x 3.94' = 94.56 SF \ I PARKING AREA i , , DRAWING TITLE: 19.40 x 22.00 = 426.80 Sr- I , 3 m - RF AREA To I GRAVEL 3 © 47.20" x 31.25' = 1,475.00 SF SITE PLAN \� BE PLANTED WITH I DRIVEWAY i - ZONING INFORMATION LAC: �� - FLACx AMERICAN BEACH I 0 24.86' x 27.25' = 677.44 SF MISC. DETAILS � GRASS AT IS O.C. FL --10'-0" NON TURF BUFFER LINE I I ® 22.00' x 12.94' = 284.68 SF FLAGGED TIDAL WETLAND LINE I I F 1.67' x 5.00' = 8.35 SF MAIN HOUSE FLAG 3,104.93 SF Aro . ..C14 A2 ®. Y G 4.08 x 0.50 = 2.04 SF 9� Q DEC 15 SETBACK I O , ' LINE O - `� o;z 4.08' x 24.36' - 99.39 SF N to N J ® Uj --------------- --------------------� � 4.17 x 0.50 - 2.09 SF 133.15' I J 3.94' x 7.76' = 30.57 0 LINE OF HIGH WATER MARK K _ , r`r • , = �' WDELINEATING ETLANDS AND FLAGGED C-ED AL o 0.50 X 8.01 - 4.01 SF FRONT ENTRY 2 Vin! Of F*x `` • r'' r 130 , - R E R 00 - _ cv WETLANDS AREA PROVIDED © 11.27 x 5.00 - 56.35 SF 5635 SF BY NATHAN TAFT CORWIN III. * 20.00' x 21.2F;, = 425.00 SF CABANA ' 425.00 SF ` W E S T L A K E D R I V E 7.75' x 3.66' = 28.36 SF ' 03t 4 0 20.00' x 3.00' - 60.00 SF717° © 16.06' x 10.04' = 161.24 SF (( PROJECT N0:• I �� FLAN N RTH INFORMATION TAKEN FROM R T SURVEY PREPARED BY ® 34.29' x 12.08'-19.12' x 5.08' )=367.89 SF e,'��nn .�Rc � 2202 ,I 002 1�� = 20' NATHAN TAFT CORWIN III R 6 4iq�FORD ST f` SCALE: 3 LAND SURVEYOR O 4.00 X 42.00 = 168.00 SF LATEST DATE AUG. 8, 2012 POOL DECK �� 9v 11 � 0 19.41' x 19.75' = 383.34 SF 2,10323 SF z 1 WETLAND BOUNDARY FIELD VERIFIED 11/30/22 BY DISTANCE REVISION N0: 3 MEASUREMENT FROM DWELLING TO WETLANDS IN O 18.00' X 4.00' = 72.00 SF g JUN 5, 2023 ACCORDANCE WITH COLE ENGINEERING SERVICES 12/14/22 Uo 25.87' x 22.16' = 573.28 SF �, 0 +ra 4956 o¢ SUE DATE: 0 11.12' x 20.25' = 225.18 SF SEA OCT. 14, 2022 O 8.25" X 7.75' = 63.94 SF DRAWING FILE: ,400251 TEPLAN O 38.00' X 18.00' = 684 SF POOL DRAWING NO: 684 SF TOTAL = 6,373.51 SF , - 2 NAILING SCHEDULE (TABLE 3.1) BEAM and Gustayson/Dundee 6ie--STRAP 2023 MINIMUM ROOF LIVE LOADS BL�f11V�w AT EIV1 A1VC14L1, ALL p RIGHTS YRIGHT ©SERVED 63EOUFim FOR ALL Ifw OONSiRICTDN MWCft NEw AdOCYId�151 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING FLOOR SHEATHING C IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION ) D1 EN CE ' FEW ° SLOCKMp Y BAYS RAFTER TO TOP PLATE 3 - SD COMMON NAILS PER RAFTER STRUCTURAL PANELS: s TRIBUTARY LOADED AREA BACK 4H'ac.° ° CONSULTANTS: (TOE NAILED) IN SQUARE FEET FOR ANY ATM ° CEILING JOIST TO TOP PLATE 3 - 8D COMMON NAILS PER JOIST SD COMMON NAILS 6" OC AT PANEL EDGE AND 12" OC IN FIELD ° (TOE NAILED) ROOF SLOPE STRUCTURAL MEMBER. CEILING JOIST TO PARALLEL -1 - I(oD DIAGONAL BOARD COMMON NAILS EACH LAP I RAFTER (FACE NAILED) 2 - SD COMMON NAILS PER SUPPORT RISE 4 INCHES PER FOOT (1,3)TO LE55 45 FIRST d SECOND FL THAN 12 INCHES PER FOOT (1,I)CEILING JOIST LAPS OVER -1 - 160 COMMON NAILS EACH LAP PARTITIONS (FACE NAILED) CEILING SHEATHING BLOCKMFBAY9 MINIMUM UNIFORMLY DISTRIBUTED LIVE _GADS BiSCK.�B ac COLLAR TIE t0 RAFTER 4 - SD COMMON NAILS PER TIE REVISIONS: (FACE NAILED) 50 COOLERS 1" AT PANEL EDGE AND 10" OC IN FIELD l IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION ) EXCEPTION: BLOCKING IS NOT REQUIRED WHEN AN OCT 31, 2022 BLOCKING TO RAFTER 2 - SD COMMON NAILS EACH END ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO Ai (TOE NAILED) 60 BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF RESPONSE TO DEC LETTER RIM BOARD 70 RAFTER 2 - 16SYSTEM IS USED DATE[:)COMMON NAILS EACH END EXTERIOR BALCONIES 40 DATED 10-21-2022 (END NAILED) DECKS ATTICS WITHOUT STORAGE 0 L5TA24 20 GA RIDGE STRAP - 24" LONG ENDWALL BLOCKING DETAIL WALL FRAMING HEADER SCHEDULE (TABLE 321) ATTICS WITH STORAGE 40 2 NOV 4, 2022 FOR 2 X 4 WALLS: ROOMS OTHER THAN SLEEPING ROOMS 30 INSTALL 11/4" WIDE 20 GA GALVANIZED ADDITIONAL DOB TOP PLATE TO TOP PLATE 2 - 16D COMMON NAILS PER FOOT (FACE NAILED) SLEEPING ROOMS 40 STRAPPING el6" OC WITH 2 - SD TYPICAL TYPICAL INFORMATION AS REQUESTED ALL OPENINGS 4'-6" OR LESS REQUIRE 2 - 2 X 8 MINIMUM STAIRS NAILS 0 EACH END, MIN. 12" BEARING SPACING CORNEM TOP PLATES AT INTERSECTIONS 4 - 16D COMMON NAILS JOINTS - EACH SIDEON RAFTER SURFACE HEADER WITH 2 JACK STUDS EACH SIDE GUARD RAILS/ HANDRAILS 00 #- �O•�R1ND-°�d� s'Inh 8'-0'as cane stay) •max (FACE NAILED) ALL OPENINGS 4'-6" TO 6'-m" REQUIRE 2 - 2 X 10 MINIMUM —# WITH 2 JACK STUDS EACH SIDE NOV 30, 2022 STUD TO STUD 2 - 16D COMMON NAILS 24" OC GLAZING PROTECTION FROM WIND BORNE DEBRIS WHERE REQ'D I (FACE NAILED) ADDITIONAL DEC FOR 2 X 6 WALLS: NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF INFORMATION AS REQUESTED HEADER TO HEADER 16D COMMON NAILS 16" OC ALONG EDGES '1116" AND A MAXIMUM SPAN OF V-0" FOR EVERY WINDOW. PANELS (FACE NAILED) ALL OPENINGS LESS THEN 6'-O" REQUIRE 3 - 2 X 8 MINIMUM SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED WITH o PLAN °~ TOP OR BOTTOM PLATE 2 - I&D COMMON NAILS PER 2 X 4 STUD HEADER WITH 2 JACK STUDS EACH SIDE TO STUD LEND NAILED) 3 - 16D COMMON NAILS PER 2 X 6 STUD APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE 4 DEC -1, 2022 4 - 16D COMMON NAILS PER 2 X 8 STUD ALL OPENINGS &'-0" TO V-0" REQUIRE 3 - 2 X 10 MINIMUM SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. �� �s WITH 2 JACK STUDS EACH SIDE RELOCATE CABANA OOUKE SILL PLATE CM31 FOR SLAB CN BOTTOM PLATE TO FLOOR JOIST, 2 - 16D COMMON NAILS PER FOOT ANY OPENINGS LARGER THEN SIZES LISTED OR SUBJECT TO FASTENER TYPE FASTENER S°ACING GRACE APPLC+•no ) BANDJOIST, END JOIST OR POINT LOADS OR OTHER UNIQUE CONDITIONS REQUIRE PANEL SPAN PANEL SPAN PANEL SPAN SiB-q°` Ae� DEC 23, 2022 BLOCKING (FACE NAILED) A FLITCH BEAM OR OTHER ENGINEERED HEADER - Bars crrr� 4'-0" 4'-6" 6' S.. • POLFED 2 I/2" "6 WD. SCREWS 16" 12" Sit ooTE — DEC COMMENTS FLOOR FRAMING TOP PLATE SPLICE DIMENSION (TABLE 3.20) 2 1/2" "8 WD. SCREWS 16" 16" 12° wA11ATON •:, 8ECTi0NFEB, 28, 2023 ro JOIST TO SILL, TOP PLATE 4 - SD COMMON NAILS PER JOIST THE MINIMUM SPLICE DIMENSION FOR DOUBLE TOP PLATES DEPT. OF HEALTH AND OR GIRDER (TOE NAILED) TO BE 4'-0" OR THREE STUDS BAYS GENERAL NOTES OWNER COMMENTS BRIDGING NAILED)TOJIST 2 - SD COMMON NAILS EACH END DOUBLE TOP PLATES SHALL OVERLAP AT CORNERS AND 1, ALL CONSTRUCTION IS TO CONFORM TO NYS AND LOCAL BUILDING CODES. ANCHOR BOLT SPECIFICATION AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS AiMAR, 1(o, 2023 BLOCKING TO JOIST 2 - ED COMMON NAILS EACH END 2. ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPT. 1. USE 5/0" DIA, ANCHOR BOLTS WITH MIN. 7 ELIMINATE HOTTUB (TOE NAILED) REQUIREMENTS. �� ' EMBEDMENT INTO CONCRETE WITH 3 SQUARE X SILL PLATE ANCHORAGE (TABLE 32A) BLOCKING TO SILL OR TOP 3 - 16D COMMON NAILS EACH BLOCK 5/16�� WASHERS AND END NUT SETUP Aa MAR° 27, 2023 PLATE (TOE NAILED) 3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, NEC. . . AND UNDERWRITERS MT630 - leo GA STRAP FROM RAFTER TO STUD BELOW 2• ANCHOR BOLTS NOTED ARE NOT TO BE USED FOR ANCHOR DOUBLE PLATES TO FOUNDATION WITH 5/S" ANCHOR BOLTS REQUIREMENTS. OR REPLACED BY HOLD DOWNS FOR SHEARWALLS COORDINATE SEPTIC LEDGER STRIP TO BEAM 3 - 16D COMMON NAILS EACH JOIST 16" LONG 3'-0" OC WITH 3" SQUARE 1/5" TH. WASHERS 3, ONE ANCHOR BOLT TO BE LOCATED BETWEEN (FACE NAILED) 4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR INSTALL 1114" WIDE 20 GA GALVANIZED 6" MIN TO 12" MAX FROM ENDS AND CORNERS JUN. 5, 2023 START ANCHOR BOLTS 12" FROM EACH CORNER OR INSTALL TO START OF WORK. NOTIFY ARCHITECT OF CONFLICTS 4 DISCREPANCIES. STRAPPING alb" OC WITH 3 - SD AB JOIST ON LEDGER TO BEAM 3 - SD COMMON NAILS PER JOIST SIMPSON HOLD DOWN AT CORNERS NAILS e EACH END. MIN. 12" BEARING FILING SET (TOE NAILED) 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS OVER SCALED DIMENSIONS. ON STUD SURFACE BAND JOIST TO JOIST 3 - i%D COMMON NAILS PER JOIST COORDINATE LOCATION OF ANCHOR BOLTS WITH FLOOR JOIST LOCATION LARGER SCALE DETAILS TAKE PRECEDENCE OVER SMALLER DRAWINGS. (END NAILED) SO THAT ANCHOR BOLTS DO NOT INTERFERE WITH JOISTS SHEATHING TO BE NAILED TO TDP PLATE 6. THE ARCHITECT IS TO BE NOTIFIED OF ALL REVISIONS TO THE DESIGN AND IS BAND JOIST TO SILL OR TOP 2 - I&D COMMON NAILS PER FOOT INSTALL 20 GA HURRICANE STRAPS UNDER PLATES AT EVERY STUD NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. PLATE (TOE NAILED) 7. THE CONTRACTOR IS RESPONSIBLE FOR ACEQUATELY BRACING ALL WORK ROOF SHEATHING (TABLE 3.8) SIMPLIFIED ROOF SHEATHING DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD 4'-0" PERIMETER ZONE: PRESSURE 4 NAILING ZONES PRACTICE. ALL SURFACES TO BE STRAIGHT, LEVEL AND PLUMB. LEEND NGTH SD COMMON NAILS 6" OC AT PANEL EDGE AND 6" CC IN FIELD 5. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER CODE. INTERIOR ZONE: 9. THE INSTALLATION OF ALL PRODUCTS AND "IATERIALS TO CONFORM TO SD COMMON NAILS 6" OC AT PANEL EDGE AND 12" OC IN FIELD O ® 0 MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. LECUT NGTH 10, CONCRETE TO BE 4000 PSI MIN, ON 2 TOT`! PER SQUARE FOOT CLEAR 20 GA HURRICANE STRAPPING TO BE INSTALLED OVER RIDGE AT EACH ; I SOIL BEARING CAPACITY. PORCHES, STEPS, GARAGE SLABS HAUNCH AND OTHER RAFTER. EXTEND 2'-0" MINIMUM ON EACH SIDE. ATTACH STRAPS AS EXPOSED SLABS TO HAVE 3500 PSI MIN.CONCRETE. VERIFY SOIL SEE DETAILS ON STRAP(INC PER MANUFACTURERS RECOMMENDATIONS I ;%' ------------------ I BEARING CAPACITY IN FIELD, STEEL TO BE ASTM A-36. AT FOUNDATION AND OTHER INFORMATION WALL SHEATHING (TABLE 3.9) 1",, T (D 0 ;'( END PROJECT NAME: ' 11. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS LENGTH ® -'' AND UNDER TUBS. SPACE JOISTS 12" OC UNDER ALL BATHROOMS AND Provide Minirum1" REPLACE LENT DWELLING 4'-m" EDGE ZONE: ;' KITCHEN AND OTHER AREAS WITH STONE FLOORING. end distance O 0 TYPICAL NOTES THAT APPLY FOR FOUNDATIONS OTTOI"1ANELL1 RE51DENCE Equal number of SD COMMON NAILS 6" OC AT PANEL EDGE AND 12" CC IN FIELD 1 specified nails in --------------------- I 12. HEAVY DUTY JOIST HANGERS (TECO) REQUIRED AT ALL FLUSH CONDITIONS, each end INTERIOR ZONE: 0 I 1° HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE T (D I 13. ALL FRAMING LUMBER IS TO BE DOUG-FIR *?, Flo = 1150 PSI, E = LAM PSI (SIMPSON HDQS OR PPD(o) 250 MIDWAY ROAD SD COMMON NAILS 6" OC AT PANEL EDGE AND 12" CC; IN FIELD -------- -----------1-------------------- I I ® ALL HEADERS AND GIRDERS TO BE DOUG-FIR 022, fb = 1250 PSI E = LIM PSI. 2. 5/8 ANCHOR BOLT 16 LONG MIN, -s 3 0 OG SOUTI-TOLD, NY 119-11 ® ® I I I I UNLESS OTHERWISE NOTED ON THE FRAMING PLAN. C51(o I& GA FLOOR TO FLOOR TIE WITH 3 BY 3 BP WASHER (12 FROM CORNERS) SIMPLIFIED WALL SHEATHING 14. PREFABRICATED FIREPLACES AND FLUES SHALL BE UL 121 APPROVED. COORDINATE LOCATION OF ANCHOR BOLTS WITH FRAMING DRAWING TITLE: PRESSURE 4 NAILING ZONES -------- ---------'--------- ----------I---------- -------- 15. PROVIDE BRIDGING OF SOLID 2X OR 18 GA STRAPS NOT TO EXCEED V-0" OC, STRAPPING 616" CCINSTALL 11/4" WIDE OWITN GALVANIZED 3. ALL BEAMS BEARING ON CONCRETE FOUNDATION WALLS TO BUILDING CODE COMPLIANCE O3 ® ® 16• PROVIDE WATERPROOFING AND TWO INCH INSULATION AS PROTECTION BOARD NAILS -s EACH END. MIN. 12" BEARING REST ON STEEL BEARING PLATES. ALL LVL'S NOT TO CONTACT INFORMATION AT ALL EXTERIOR FOUNDATIONS WALLS. ON STUD SURFACE CONCRETE. DO NOT PACK LVL'S - ALLOW VENTILATION, 11. ALL FLITCH PLATES, LVL'S AND GIRDERS TO BEAR ON SOLID WOOD POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS. Ia. INTERIOR BEARING WALLS TO BE BLOCKED 4'-0" OC. I 19. ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION. 20, BATHROOM EXHAUST VENTILATION SHALL SUPPLY A MINIMUM OF SO CFM FOR © I INTERMITENT USE AND 20 CFM FOR CONTINLOUS USE. DECIBEL RATING TO BE 014. I 05 Lm SONES OR HIGHER. RATIO LIMITS = H/L j 3 1/2 21. HEATING SYSTEMS SHALL BE REQUIRED TO PROVIDE AND MAINTAIN A MINIMUM PLYWOOD NOT SHOWN A"° '� ■ OF 68 DEGREES F AT THREE FEET ABOVE THE FLOOR AND TWO FEET AWAY '� ■ ` ;,�' ■ ■ WALL SHEATHING NAILING SCHEDULE ROOF SHEATHING NAILING SCHEDULE FROM EXTERIOR WALLS IN HABITABLE ROOMS. FOR CLARITY 22, GLAZING SHALL CONFORM TO THE NYS RESIDENTIALGODE. TEMPERED GLAZIING SOLD BLOCKING 077' 777 ZONE 5 ZONE 6 ZONE 1 ZONE 2 ZONE 3 ZONE 4 IN ALL SIDELIGHTS AND DOORS. SEAMS i FIELD 12" O.G, 12" O.C. FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. 23. ALL NEW BEDROOMS AND HABITABLE SPACES BELOW GRADE SHALL HAVE ;t - EGRESS WINDOWS. EDGE 6 O,C. 6 O.C. EDGE 4 O.C. 6 O.C. 3 O.C. 4 O.C. 24. PROVIDE A HARD-WIRED SMOKE AND CARBON MONOXIDE DETECTION SYSTEM / -/ �-- PLYWOOD SHEATHING WHERE REQUIRED BY CODE AND AS SHOWN ON THE DRAWINGS. CONNECT TO $D COMMON NAILS 9 6' ALL 1/2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED ALL 1/2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED CENTRAL STATION WITH BACK-UP POWER SOURCE. 1 -- •---�. _ O.C. EDGE & FIELD. WITH 6d COMMON NAILS-2" X 11 1/2' GA.- PATTERN AS WITH ad COMMON NAILS-2 1/2" X 10 1/4' GA.- PATTERN AS PROJECT NO: 25. ALL STAIRWAYS SHALL CONFORM TO THE NYS RESIDENTIAL CODE AND AS NOTED: - t! � INDICATED ABOVE. INDICATED ABOVE. �' Rcy\ 2202 STAIRWAY WIDTH 36 INCHES MINIMUM HANDRAIL HEIGHT 34 IN. v� eL, PpiORDGelS�f ' NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN MAXIMUM RISER HT 8 '� " MAXIMUM HANDRAIL HEIGHT 38 IN i 1r SCALE: 4 HOLD DOWN SEE a' � �` �;� f FOREST AND PAPER ASSOCIATION (AF 4 PA) WOOD FRAME CONSTRUCTION MANUAL MIN. TREAD DEPTH 9 INCHES MINIMUM HANDRAIL DIAM. 1 114 IN DETAILS THIS SHEET " t I MINIMUM NOSING 314 INCHES MAXIMUM HANDRAIL DIAM, 2 IN. � x ' REVISION NO: FOR ONE AND TWO FAMILY DWELLINGS, 1995 SBC NIGH WIND EDITION. MAXIMUM NOSING 1 3/4 INCHES MINIMUM HANDRAIL CLEAR. 1 1/4 IN �' I MIN. CLEAR HEADRM a4 INCHES MINIMUM NO, OF HANDRAILS ONE �' 9 JUN 5, 2023 MINIMUM ILLUMINATION 10 FC MINIMUM GUADRAIL HEIGHT 36 IN. T 0. 0 056 GSUE DATE: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, BALUSTER SPACING AT ALL TYPES OF RAILINGS SHALL HAVE A MAXIMUM 4 IN, SEA : OCT, 14, 2022 UNLESS ACTING UNDER THE CIRECTION OF A CLEAR OPNG. MAXIMUM 6 INCH DIAM. OPENING AT THE TRIANGULAR SPACE loe LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. DRAWING FILE: IF AN ITEM BEARING THE SEAL OF AN ARCHITECTA0038LDGNOTE6 IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX SHEARUJALL SEGMENT DETAIL CTYP) 26, GENERAL CONTRACTOR SHALL RETAIN SERVICES OF LICENSED ENGINEER DRAWING NO: TO NIS ITEM THE SEAL AND T-IE NOTATION TO DESIGN SHORING DETAILS FOR EXCAVATION AND SHALL BE TOTALLY 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN SHALL BE CONTINUOUS FROM SILL TO "ALTERED BY" FOLLOWED B~ NIS SIGNATURE AND RESPONSIBLE FOR DESIGN AND INSTALLATION, TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. THE DATE OF SUCH ALTERATION, AND A SPECIFIC 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE (SIMPSON HDQS OR PHD(o) DESCRIPTION OF THE ALTERATION. IT 15 A VIOLATION OF T+-!E LAUD FOR ANY PERSON, Gustayson/Dundes UNLESS ACTING UNDER THE DIRECTION OF A COPYRIGHT © 2023 LICENSED ARC4TECT, TO ALTER AN ITEM IN ANY WAY, ALL RIGHTS RESERVED IF AN ITEM BEARING TIE SEAL OF AN ARCPITECT IS ALTERED, THE ALTERING ARC4-IITECT 5PALL AFFIX CONSULTANTS: TO N 1 S ITEM THE SEAL AND TPE NOTATION "ALTERED BY" FOLLOWED BY NIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS: AiOCT 31, 2022 "WATCH DOG" RESPONSE TO DEC LETTER WATERPROOFING DATED 10-2-f-2,x22 -------------------------------------------------i 2" BOARD INSULATION ° NOV 4, 2022 I SOIL • DO NOT BACKFILL UNTIL A2 ADDITIONAL DOB FIRST FLOOR FRAMING INFORMATION AS REQUESTED ; - - - - - - - - - - - - -' - - - - -� 2" CL. IS COMPLETE ° � 1 00 -----------------------------------, FACE OF FOUNDATION WALL 3 NOV 30, 2022 a ADDITIONAL DEC INFORMATION AS REQUESTED 1 *4 AT 12" VERT. 1 I 1 - ii I00 HOR. JOINT REINFORCEMENT --------------------------- �� 1 00 4 DEC 1, 2022 00 *4 DOWELS e 12" O.C. 00 0 00 3'=0" TYPICAL i i �4DD *S S"OC VERTICAL - PRE-MOLDED FILLER OF RELOCATE CABANA 00 NOTES0<> CAULK 00 a DA5 EC, 23 2022 1. STEEL TO BE ASTM A992 - 50 KSI ; ° I ; 4" CONC, SLAB W/ 6" x 6" W1.4 x WL4 WWM DEC COMMENTS 2, CONCRETE TO BE FC = 3500 PSI 28 DAYS16 --------------- a -- -------------- THREE 1* 4 CONT. e12"o.c. LONG WAY i I i ° i ° A(oFEB, 28, 2023 * 4 CONT. X24"o.c, SNORT WAY i I i ----- - - - - -7 ----- - DEPT. OF HEALTH AND 1 1 ° - �° OWNER COMMENTS i BEAM BEARING ONTO POST _ _ } i S e 12"OC HORIZONTAL ° ° a° ° Q i i v - ° 1m"ODOPLAT2 OR i AA-1 MAR. 1(o, 2023 --------------------------- ------------- a a Q i i i 6 MIL VAPOR BARRIER BEARING PLATE - ° e° ° °• ° °a • ° WITH 2 ANCHORS ---------- ° ELIMINATE I40TTU5 ° 0 A � � 3" GRAVEL INTO CONCRETE a 4g i i i" FOOTING BELOW SOIL ° ° 1'-6" DEEP POCKET Ag MAR. 2� 2023 2 x 4 KEY ° COORDINATE SEPTIC 3'-0" i i i , 10 (4) *S REBAR ° p JUN. 5, 2023 ° BEAR FOOTING ON FILING SET UNDISTURBED SOIL D 5 DETAIL= OF �44UNC�4 D DETAIL OF T`T'PICAL CORNER p0L"1INDATION 4 FOOTING DETAIL= D 8 POCKET SEARING DETAIL= AOO-- SCALE = 1" = 1'-0" IF REQ'D ���� AOO-4 SCALE = 1" = 1'-0" 400.4 SCALE = 1" = 1'-0" INORC 1NG SCALE = 1" = 1'-0" BEAD BOARD CEILING AT PORCH PROJECT NAME: REPLACEMENT DW;=LL ING OTTOMANELL I RESIDENCE ALIGN 250 MIDWAY ROAD ------------ SOUTI-TOLD, NY IIS-11 CEILING DRAWING TITLE: FOUNDATION DETAILS 2X WALL CONSTRUCTION MISC. FRAMING DETAILS 4" STD. PIPE COLUMN 10.19 */FT. SEE PLAN FOR LOCATION 14" DIA. COLUMN 3/4" FIN WOOD FLOORING iC INSTALL S7RONGSACPARTITION OF COL'S ou REINFORCEMENT IMMEDIATELY AFTER - -may "AVANTECH" SUB-FLOOR FRAMING .FULL LENGTH AT ALL PARTITIONS. LINE OF FINISHED FLOOR r ■ ■ ■._ WSW 91/2" BCI 65005 1.8 SERIES '016"O.C. DIA. BOLT 24 O.C. * 10" x 12" x 314" BASE PLATE 1/2 ' vi . . ■ STAGGERED WITH FOUR 3/4 DIAM. ANCHOR BOLTS `+ _ — — — — — — — — — — — — — — — — — — — — — — �; 2- `31/2" X 13/4" L.V.L.'8 W/ ID 11/211r P.. Na" STEEL PLATES _ I, MAINTAIN STRONGBACKS UNTIL tt—..- BRICK STONE OR GWB I6 READY TO BE INSTALLED `'FACING HD JOIST HANGER PIER - ,.. - 3'-0" x 3'-0" x 1'-0" DEEP FTG. C� WITH 4- *4 BOTTOM EACH WAY f,"s �- PROJECT N0: - E A r+ FLOOR ��e, 2202 GWB ------- SCALE: x REVISION NO: 9 JUN 5, 2023 . 0 4950 GSUE DATE: 'PICAL� COLUMN DETAIL rl) 2 TYPICAL= DETAIL OF FL= ITCH BEAM � 3 STRONG BACK DETAIL- D � DETAIL= OF INTERIOR COL=UMN FTG. SEA : � OCT. 14, 2022 DRAWING FILE: 400-4 SCALE = 3/411 = 1'-0" ,4004 NTS A 04 SCALE = N.T.S. 4004 SCALE = 1" = 1'-0" IF REQ'D A004FOUNDATIONDETAIL6 MODIFY DETAIL AS REQUIRED TO COMPLY WITH SPECIFIED DRAWING NO: NUMBER OF LVL'S AND FRAMING MEMBERS A � 0 0 Gustayson/Dundes COPYRIGHT © 2023 ALL RIGHTS RESERVED CONSULTANTS: REVISIONS: r , Ai OCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 FE A2 NOV 4, 2022 _ 2 R —=—_= ADDITIONAL DOB - - _ INFORMATION AS REQUESTED ri AD BD { 1Y _ 4 A NOV 30, 2022 ADDITIONAL DEC INFORMATION 45 REQUESTED REAR ELEVATION LOOKING EAST ABANA ELEVATI N LOOKING EAST A4 DEC -1, 2022 RELOCATE CABANA ADEC 23, 2022 DEC COMMENTS AroFEB. 28, 2023 DEPT. OF HEALTH AND OWNER COMMENTS AiMAR. fro, 2023 6` ELIMINATE HOTTUB AaMAR, 21, 2023 TERM COORDINATE SEPTIC r.. JUN. 5, 2023 FILING SET MINI lim, - FRONT ELEVATION LOOKING WEST PROJECT NAME: REPLACEMENT DWELLING OTTOMANELL I RESIDENCE N, 250 1 IIDWA T' OA R D SOUTHOLD, NY 119-11 _ { � _ PYRAMID DRAI.UINGS �b D SIDE ELEVATION LOOKING SOUTH77717' USA y ` PROJECT NO: 2202 b D 45 f;y SCALE: REVISION NO: 77 s JUN 5, 2023 4 49 � � r 5 C3SUE DATE: SEA OCT. 14, 2022 DRAWING FILE: SIDE ELEVATION LOOKING NORTH AOOE � F1 ,AM I D SCALE = 1116 l k DRAWING NO: � 0 �5 Gustayson/Dundee COPYRIGHT 0 2023 ALL RIGHTS RESERVED Generated by REScheck-Web Software REScheck Software Version : REScheck-Web Compliance Certificate ' Inspection Checklist CONSULTANTS: .X. Floor-Over garage:All-Wood joist/Truss 544 30,0 0.0 0.033 0.047 18 26 Energy Code: 2018 IECC Floor-2nd Fir over amb:All-Wood joist/Truss 197 30.0 0.0 0.033 0,047 7 9 Requirements: 100.0% were addressed directly in the REScheck software Project 250 Midway Road Basement wall:Solid Concrete or Masonry Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception Wall height: gr 737 13.0 0.0 0.059 0.059 42 42 is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Depth below grade: 7.0' g p p Energy Code: 2018 lECC Insulation depth:8.0' Location: Southold New York Section ' Door-Basement Doors:Solid Door(under 50% Plans Verified Field Verifled Complies? Comments/Assumptions # Pre-Ins Construction Type: Single-familyglazing) 21 0.320 0.320 7 7 Pre-Inspection/Plan Review Value Value; i & Re ID REVISIONS: Project Type: New Construction Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 103.1, ;Construction drawings and ;❑Complies ;Requirement will be met. Conditioned Floor Area: 4,595 ft2 calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements In 103.2 ;documentation demonstrate ;❑Does Not OCT 31 2022 Glazing Area 30% REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. [PR1]1 ;energy code compliance for the Climate Zone: 4 (5572 HDD) ' :building envelope.Thermal ❑Not Observable ; RESPONSE TO DEC LETTER Tom Baccarella 11/02/2022 envelope represented on 6 ;❑Not Applicable Permit Date: ,�. ze• !construction documents. Permit Number; s Name-Title re Date 103.1, ,Construction drawings and i ;❑Complies ;Requirement will be met. DATED 10-2-f-2022 103.2, :documentation demonstrate ; ❑Does Not 403.7 ;energy code compliance for f t NOV �, 2022 Construction Site; Owner/Agent: Designer/Contractor: 403.7 ;lighting and mechanical systems, k i :❑Not Observable 250 Midway Road H.Bradford Gustayson Tom Baccarella ;❑ Systems serving multiple ADDITIONAL DOB; Not Applicable Southold,NY 11971 Gustayson Dundes Architecture& NY Building Technology Group :dwelling units must demonstrate 3 Design 159 NY 25A ;compliance with the lECC 352 Madison Avenue-15th Floor West Building,Suite B :Commercial Provisions. INFORMATION AS REQUESTED New York, NY 10016 Miller Place, NY 11764 (212)251-0212 631-495-0289 302.1, ;Heating and cooling equipment is Heating: Heating: ;❑Complies ;Requirement will be met. bgustayson@gdarchitects,com Info@NYBTG.com 403.7 ;sized per ACCA Manual S based : Btu/hr : Btu/hr ;❑Does Not [PR2]2 ;on loads calculated per ACCA : Cooling: : Cooling: ❑; Not Observable ; NOV 30, 2022 Manual J or other methods Btu/hr Btu/hr :approved by the code official. ;❑Not Applicable 3 777 ADDITIONAL DEC Compliance: 3.7%Better Than Code Maximum UA: 834 Your UA: 803 Maximum SHGC: 0.40 Your SHGC: 0.32 Additional Comments/Assumptions: INFORMATION AS REQUESTED The 4o Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-ON rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck, Each slab-on-grade DEG -1, 2022 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. RELOCATE CABANA Envelope Assemblies YDEG 23, 2022 4 A5 DEC COMMENTS Ceiling-1st/2nd Flr flat ceiling: Flat Ceiling or5cissor 2,867 38.0 0.0 0.030 0.026 86 75 Truss Aro FEB. 28, 2023 Wall-1st/2nd Fir walls:Wood Frame,16"o.c. 3,832 21.0 0.0 0.057 0.060 143 151 Door-Entry doors,solid:Solid Door(under 50% DEPT. OF HEALTH AND glazing) 77 0.320 0.320 25 25 OUINER COMMENTS Door-French doors,glass: Glass Door(over 50% glazing SHGC:0.32 232 0.320 0,320 74 74 AiMAR. 16, 2023 Door, Nana wall,glass:Glass Door(over 50% ELIMINATE I-IOTTUB glazing) 143 0.320 0.320 46 46 Window 0.32 Windows-Double Hung:Wood Frame 887 01"BAR- 2-i, 2023 .320 0.320 277 277 Aa SHGC:0.32 Wall-2nd Fir to Attic:Wood Frame, 16"o.c. 361 21.0 0.0 0.057 0,060 19 20 COORDINATE SEPTIC Door-Attic door:Solid Door(under 50%glazing) 20 0.320 0.320 6 6 AeJUN. 5, 2023 Floor-1st Fir over crawl:All-Wood Joist/Truss 1,225 30.0 0.0 0.033 0.047 40 58 FILING SET Floor-1st Fir over uncon.:All-Wood Joist/Truss 390 30.0 0.0 0.033 0.047 13 18 111 High Impact(Tier 1) 12 1 Medium impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: 250 Midway Road Report date: 11/02/22 Project Title: 250 Midway Road Report date: 11/02/22 Project Title: 250 Midway Road Report date: 11/02/22 Data filename: Page 1 of10 Data filename: Page 2 of10 Data filename: Page 3 of10 Section Section Section Plans Verified Field Verified # Framing # Framin Plans Verified Field Veri#ied Plans Verified Field Verified &'Re ,Ip Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID g/Rough-In Inspection Value Value} Complies? Comments/Assumptions & Req.ID g/Rough-In Inspection Value Value Complies? Comments/Assumptions 402.1.1 ;Conditioned basement wall R- R. ;❑Com lies ;See the Envelope 402.1.1, ;Door U-factor, ; U- U- ;DCom lies ;See the Envelope 403.6 ;Automatic or gravity dam ers are; i PROJECT NAME: P P P P Y p ;❑Complies ,Requirement will be met. [F0411 :insulation R-value.Where interior R. R- j❑Does Not ;table for values, 402.3.4 ;❑Does Not :table for values, [FR19]2 :installed on all outdoor air ; ' ❑Does Not I �It I insulation is used,verification : [FR1]1 ;intakes and exhausts. RPi.-.ACMI�I'1 DWELLING may need to occur during : ,❑Not Observable ; `�; ,❑Not Observable I ;❑Not Observable t-t 1,�t /l RESIDENCE ;DNotA O I I OI I,�t� ��� Insulation Inspection.Not ;❑Not Applicable pplicable ; ^❑Not Applicable ;required in warm-humid locations, 402.1.1, ;Glazing LI-factor area-weighted ; U- U- ;❑Complies ;See the EnvelopeAssemb!!es Additional Comments/Assumptions: ;in Climate Zone 3. 402,3.1, average). :❑Does Not ;table for values. 303.2 ;Conditioned basement wall '❑Complies ;Requirement will be met. 402.3.3, : 402.5 ; ❑Not Observable ; [F05]1 insulation installed per '❑Does Not [FR2]1 ;❑Not Applicable 250 M f DUJAI' ROAD :manufacturer's instructions. : ; ;❑Not Observable ; SOUTHOLD, NY 113 I § 0 ; ❑Not Applicable 303.1.3 ;LI-factors of fenestration products; t ❑Complies ;Requirement will be met, 402.2.9 ;Conditioned basement wall ft ft :❑Complies :Seethe Env elope Assemblies [FR4]1 :are determined in accordance ❑Does Not ;❑Does Not with the NFRC test DRAWING TITLE: [F06]1 :insulation depth of burial or ;table for values. ; procedure or i ' distance from to of wall. ;❑Not Observable i RE SCS-IECK CERTIFICATION p ;❑Not Observable :taken from the default table. S ;❑Not Applicable ❑Not Applicable 402,4.1.1 ;Air barrier and thermal barrier IV ;❑Complies ;Requirement will be met, 303.2.1 ;A protective covering is installed ;❑Complies ;Exception:Requirement is [FR2311 :installed per manufacturer's ;❑Does Not [F01112 ;to protect exposed exterior ;❑Does Not :not applicable. :instructions. e ;insulation and extends a : ;❑Not Observable minimum of 6 in, below grade. ;❑Not Observable ❑Not Applicable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ° ;❑Complies ;Requirement will be met, 403.9 ,Snow-and ice-melting system F :❑Complies ;Exception: Requirement is (FR20]1 ;is listed and labeled as meeting ;❑Does Not [F012]2 :Controls installed. _ ;❑Does Not :not applicable. t :AAMA/WDMA/CSA 101/I,S.2/A440; ;d i for has Infiltration rates per NFRC ;❑Not Observable ; l ;❑Not Observable ; 400 that do not exceed code ;❑Not Applicable b �" ❑Not Applicable ;limits. %20 O Additional Comments/Assumptions: 402.4.5 'IC-rated recessed seed bghting fixtures, ;❑Complies ;Requirement will be met. [FR1612 :sealed at housing/interior finish ; ;❑Does Not KK :and labeled to indicate 52.0 cfm : leakage at 75 Pa. ; g ❑Nat Observable ( 'r-]Not Applicable ® i 403.3.1 ;Supply and return ducts in attics ; i_ [FR12]1 :insulated>= R-8 where duct is t UD >= Requirement will be met. >= 3 inches in diameter and>= : n' e ;❑Not Observable R-6 where<3 inches.Supply and : :return ducts in other portions of ; c ❑Not Applicable :the building insulated>=R-6 for ; ;diameter>=3 inches and R-4.2 :for<3 inches In diameter. l 403.3.2 ;Ducts,air handlers and filter t ;OComplies ;Requirement will be met. , [FR1311 boxes are sealed with 4 ❑Does Not Joints/seams compliant with # : '❑NotObservable ; :International Mechanical Code or x , :International Residential Code,as I UNot Applicable r• s.;, applicable. 1 '® 403.3.5 ;Building cavities are not used as ;❑Complies ;Requirement will be met. _ { [FR15]3 :ducts or plenums. # ❑Does Not ' ❑Not Observable ! ❑Not Applicable --" " PROJECT NO: 403.4 ;HVAC piping conveying fluids ; R- R- ;❑Complies ;Requirement will be met. A [FR17]2 :above 105 QF or chilled fluids : ;❑Does Not /��'� RC>y� 2202 ,4-1, :below 55 OF are insulated to z FORf7 R- ;❑Not Observable �� $ pDG�S���\T9G rr\ SCALE: ❑Not Applicable ; v' h 403.4.1 ;Protection of insulation on HVAC ,' :❑Complies ;Requirement will be met. ! i [FR24]1 ;piping. , ' ❑DoesNot 9. REVISION N0: ;❑Not Observable ; bb i, DNotApplicable "" 9 JUN 5, 2023 403.5,3 :Hot water pipes are insulated to R- R- ,❑Complies ;Requirement will be met. 0- f3 4956 G�� [FR18]2 411-3. ;❑Does Not SUE DATE: :❑Not Observable sEA , OCT. 14, 2022 :F-]Not Applicable DRAWING FILE: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) AQ)Q)�p CjCHC Project Title:250 Midway Road Report date: 11/02/22 Project Title: 250 Midway Road Report date: 11/02/22 Project Title: 250 Midway Road Report date: 11/02/22 Data filename: Page 4 of10 Data filename: Page 5 of10 Data filename: Page 6 of10 DRAWING N0: 74 rA�� Gustayson/Dundee COPYRIGHT © 2023 Section Section Section ALL RIGHTS RESERVED # Insulation Inspection Plans Verified Field Verified # Final Inspection Provisions Plans Verified Field Verified # Final Inspection Provisions Plans Verified Field Verified & Req.ID p Value Value Complies? Comments/Assumptions &Re .ID p Value Value Complies? Comments/Assumptions &'Req.ID p Value Value` Complies? Comments/Assumptions 303.1 ;All Installed insulation is labeled { i :DComplies :Requirement will be met. 402.1.1, ;Ceiling insulation R-value. R- R- ;DComplies ;see the EnvelopeAssemblies 403.6.1 ;All mechanical ventilation system; ;❑Complies ;Requirement will be met. CONSULTANTS: [IN13p ;or the installed R-values i 402.2.1, ; ;table for values. [FI25]2 :fans not part of tested and listed ❑Does Not ❑Does Not ;❑ Wood ❑ Wood :❑Does Not 'provided, g ; 402.2.2, HVAC equipment meet efficacy F i f ;[]Not Observable 402.2.6 j❑ Steel +❑ Steel ;❑Not Observable ; ;and air flow limits per Table i :[INot Observable ; ❑Not Applicable [Fill' ; ;]Not Applicable R403.6.1. ;❑Not Applicable ' 402.1.1, ;Floor insulation R-value. 403.2 Hot water boilers supplying heat + :❑Complies ;Requirement will be met. R- R- ;DComplies ;See the Envelope Assemblies (FI2612 through one-or two-pipe heating F ❑Does Not [IN1]16 Wood Wood ;]Does Not ;tableforvalues. [IN1]' ; 303.1.1.1,;Ceiling insulation installed per ;❑Complies ;Requirement will be met. ;systems have outdoor setback : ❑ Steel Steel 303.2 .manufacturer's instructions. t a ❑Does Not control to lower boiler water '❑Not Observable ; (a, j ;❑Not Observable ;]Not Applicable [F1211 ;Blown insulation marked every g aem erature based on outdoor x iDNot Applicable p pp 300 ftp. ]Not Observable ;temperature. ❑Not Applicable 303.2, ;Floor insulation Installed per 403.5.1.1 'Heated water circulation systems; ❑Complies Requirement will be met. REVISIONS: P ;❑Compiles ;Requirement will be met. 402.2.3 ,Vented attics with air permeable 4 ;❑Complies ;Requirement will be met. [Fi28p 'have a circulation pump.The #❑Does Not 402.2.8 ;manufacturer's instructions and ']Does Not [F12212 ;insulation include baffle adjacent ❑Does Not ;system return pipe is a dedicated [IN2)' :in substantial contact with the : ; : ,til) ;underside of the subfloor,or floor! # . .]Not Observable ;to soffit and eave vents that ; ; Not Observable :framing cavity insulation is in t' ;❑Not Applicable ;extends over insulation. AOCT❑Not Observable ; ;return pipe or a cold water supply, D 31 2022 ' ❑Not Applicable pipe.Gravity and thermos- ? ;❑Not Applicable RESPONSE TO DEC LETTER ;contact with the top side of R ;syphon circulation systems are ;sheathing,or continuous _ ; 402.2.4 ;Attic access hatch and door R- R- ;DComplies ;Requirement will be met. ;not present.Controls for DATED 10-2 -2022 [FI31' ;insulation zR-value of the j❑Does Not ;circulating hot waters stem ; ;insulation is installed on the : g ; ; ;underside of floor framing and ;adjacent assembly. g y ;QNot Observable pumps start the pump with signal ;extends from the bottom to the ;for hot water demand within the ;top of all perimeter floor framing ;. ;❑Not Applicable j occupancy.Controls G ; :members. : 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= :❑Complies :Requirement will be met. :automatically turn off the pump NOV �, 2022 (FI17)1 ach in Climate Zones 1-2,and ;❑Does Not :when water is in circulation loop i ADDITIONAL DOB 402.1.1, ;Wall insulation R-value.If this is a' R- R- ;❑Complies ;See the fnvelopeAssembJles <=3 ach in Climate Zones 3-8. ;is at set-point temperature and 402.2.5, ;mass wall with at least 1/z of the Wood ;table for values. UNot Observable ; ;no demand for hot water exists. ; { 402.2.6 ;wall insulation on the wall ;❑ Wood ;]Does Not ❑NotA INFORMATION �S REQUESTED [IN3]1 ;exterior,the exterior insulation Mass Mass ;]Not Observable ; ; Applicable ; 403.5.1.2 ;Electric heat trace systems a, ;❑Complies :Exception:Requirement is -0) :requirement applies(FRIO). F1 Steel :E3 Steel ;]Not Applicable 403.3.3 ;Ducts are pressure tested to : cfm/100 cfm/100 ;DComplies ;Requirement will be met. [FI29]2 'comply with IEEE 515.1 or UL } t ;❑Does Not ;not applicable. [F12711 determine air leakage with ft2 ; ft2 ;❑Does Not ;515.Controls automatically either. Rough-in test:Total adjust the energy in 1 :]Not Observable ;leakage measured with a ;]Not Observable ; ; 1 gy put to the 303.2 Wali insulation is installed er ;heat tracingto maintain the =, m ;]Not Applicable 1 P ;DComplies ;Requirement will be met. ;pressure differential of 0.1 inch ;❑Not Applicable tNOV 30 2022 ;desired water temperature in the (IN4] ;manufacturer's instructions. i ;]Does Not ;w.g.acrosA3 s the system including I ADDITIONAL DEC ;the manufacturer's air handler piping. ']Not Observable ; ' ;enclosure if installed at time of 403.5.2 ;Demand recirculation water i . ;❑Complies ;Exception:Requirement is INFORMATION AS REQUESTED ❑Not Applicable ;test.Postconstruction test:Total [F130]2 ;systems have controls that ❑ Additional Comments/Assumptions: # Does Not ;not applicable. :leakage measured with a � ;manage operation of the pump ;pressure differential of 0.1 inch :and limit the temperature of the t ']Not Observable ;w.g.across the entire system :water entering the cold water i t❑Not Applicable DEC -1 2022 :including the manufacturer's air ;piping to<= 1044F. , . A :handler enclosure. ! 403.5.4 :Drain water heat recovery units I :❑Complies :Exception:Requirement is RELOCATE CABANA 403.3.4 :Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [F131]2 :tested in accordance with CSA ! ;❑Does Not !not applicable. [F1411 ;cfm/100 ft2 across the system or ; ft2 : ft2 ;❑Does Not ; 855.1.Potable water-side i. <=3 cfm/100 ft2 without air ; : ;pressure loss of drain water heat ❑Not Observable ; ;handler@ 25 Pa.For rough-in ;]Not Observable ; ;recovery units<3 psi for 4 '❑Not Applicable A5 DEC 23 2022 `tests,verification may need to ; ;❑Not Applicable ;individual units connected to one 1 ;occur during Framing Inspection. ;or two showers.Potable water- DEC COMMENTS 403.3.2.1 ;side pressure loss of drain water E ;Air handler leakage designated :]Complies :Requirement will be met. ;heat recovery units< 2 psi for (F124]1 1by manufacturer at<=2%of i ;❑Does Not :design airflow. ;individual units connected to ; ? []Not Observable ;three or more showers. a (o FEB. 28, 2023 ;]Not Applicable 404.1 ;90%or more of permanent :DComplies :Requirement will be met. DEPT. OF HEALTH AND 403.1.1 'Programmable thermostats ; i [FI6]1 ;fixtures have high efficacy lamps.; 9 "❑Complies ;Requirement will be met. g cY , ;❑Does Not (FI912 'installed for control of primary 1, i ❑Does Not ; j OWNER COMMENTS '(]Not Observable , ;heating and cooling systems and ). °DNot ;initially set by manufacturer to ❑Not Observable Applicable code specifications. ; ; ;]Not Applicable 404.1.1 :Fuel gas lighting systems have " DComplies :Exception:Requirement is M,QFR• 16, 2023 403.1.2 Heat pump thermostat installed + ;DComplies Requirement will be met. V12313 ;no continuous pilot light. ? ❑Does Not not applicable. [FI10]2 ;on heat pumps. c❑Does Not ELIMINATE HOTTUB ❑Not Observable ;[:]Not Observable ' `]Not Applicable ;DNotApplicable 401.3 Compliance certificate posted. } ;❑Complies ;Requirement will be met. 403.5.1 ;Circulating service hot water DComplies MAR. 21, 2023 [FI7)2 i Aa❑Does Not COORDINATE SEPTIC ; ; ;Requirement will be met. # [1`111]2 ;systems have automatic or I ;]Does Not ;❑Not A :accessible manual controls. i ❑Not Observable ;❑Not Observable Y pplicable ; ' t❑Not Applicable AeJUN. 5, 2023 1 I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) F1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) FILING SET Project Title: 250 Midway Road Report date: 11/02/22 Project Title: 250 Midway Road Report date: 11/02/22 Project Title: 250 Midway Road Report date: 11/02/22 Data filename: Page 7 of10 Data filename: Page 8 of10 Data filename: Page 9 of10 ; Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions ®� & Req.iD Value Value; , 8 IECC Energy 303.3 ;Manufacturer manuals for ; I ;❑Complies :Requirement will be met. PROJECT NAME: V118]3 ;mechanical and water heating ;❑Does Not ' ,systems have been provided. Efficiency Certificate REPLACEMENT DULLING + ;❑Not Observable ; `]Not Applicable OTTOI"t,4NELLi RESiDENCE Additional Comments/Assumptions: 7" own Above-Grade Wall 21.00 250 MIDWA`i' ROAD Below-Grade Wall 13.00 SOUTHOLD, Nei' 11'311 Floor 30.00 DRAWING TITLE: Ceiling / Roof 38.00 Ductwork (unconditioned spaces): RESCHECK CERTIFICATION IMP"77 .: Window 0.32 0.32 Door ;y 0.32 0.32 IL Heating System., Cooling System. Water Heater: ® ® ` { Name: Date: Comments a "- PROJECT N0: ei" C 2202 /��>� po�oR0In �/. ��Cy���' �/S`f SCALE: V, � REVISION NO: a.... 6 9 JUN 5, 2023 T� 0 495 p� SUE DATE: SEA : OCT. 14, 2022 DRAWING FILE: 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 13 {Tier 3 Low Impact ) 4001RE5CHEC< Project Title: 250 Midway Road Report date: 11/02/22 Data filename: Page 10 of10 Gustayson/Dundes 5-1 COPYRIGHT Q 2023 ALL RIGHTS RESERVED -303 CONSULTANTS: E-1 M = (3)-2.OE LVL 13/4"x91/4 Lu/(2)-1/2 STEEL PLT. 5-1 5-2 4202 N = 1.110 x 54 STEEL BEAM A-301 -303 O = W12 x 10(o STEEL BEAM P = W12 X 96 STEEL BEAM 22'-fd" Q = (2)-2.OE LVL 13/4"x91/4" W/3/4" STEEL PLT. REVISIONS: ® ® R = (2)-2.OE LVL 13/ "x91/ " w/3/ " STEEL PLT. EGRESS EGRE65 ® 4 4 S AOCT 31, 2022 WDH30410 WDH30410 WDW30410 5 = W10 x SS STEEL BEAM RESPONSE TO DEC LETTER 2'-10}" 3'-3}" 2'-1+a}" T = (2)-2.0E LVL 13/4"x91/4" W/3/4" STEEL PLT. DATED 10-21-2022 — — — — — — — — — — — — — — — — — — — — P 3R @ / o j U = 2.OE PARALLAM 7x 91/4" - - -- -- - -- - - - - - - - - - O@ - X = V = UJ1O x 2(o STEEL BEAM A NOV 4, 2022 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - LINE OF EXTERIOR WALL ABOVE N W = W10 x 1-i STEEL BEAM ADDITIONAL DOB — INFORMATION 45 REQUESTED BLUESTONE I - - - - - - - - - V / UP IR UP 1R / SADDLE SADDLE _ ®_ GUEST BEDROOM / NOV 30, 2022 u CEIL HT.=9'-0"+i- Z3ADDITIONAL DEC @ `9 WOOD FL. 2 a _ 22NFORMATION AS REQUESTED OA @ i ca @ ADEC 1, 2022 m ll,a RELOCATE CABANA N FLOOR EEV - 11.95' / L OO / 6AbDL / � � 2022 BLUEISTONE UP 3R 1rJ9 4'-4}" 1 3'-5" 6 _� = N 5 DEC 23, 11 LINE OF / e I GUEST 0 DEC COMMENTS DECK ABOVE BLUEstoNE — — — — % � �' I BATH FEB. 28, 2023 - � �� a / RANGE r I 113 114 115 77/1 © 0 © VENT 1m8 I - / HB DEPT. OF HEALTH AND HD / M UP 1R HD UP 1R CCW13515 P 53515 HB C7CW13g 5 HD L� j — _ — — I -I OWNER COMMENTS THRESHOLD % / %// / / % - U I - - - —= I p MAR. 1(o, 2023 °®° - - - Oo - - - / I I ELIMINATE HOTTUB TRASH O O —�=_��=—� =—� =—� =� — —� — — — OL ET Ai �— — — — — �— — — — — — — — — — — — — — — — — —=�' RANGE - I(I��✓ WASHER _ DRY R I n cil / _ �� 5 } I BLUE I I� g MAR. 2-1, 2023 @ --L---L-1---J-1---1—L---LJ---J__ 0 I I I KITCHEN 21'-2} m " 8 3 I pi i 0 U, I I I = I 1 `" COORDINATE SEPTIC r 1 d) p I I CEIL HT.=10 -O I I I I I 11 i DINING AREA i 1 = I I I I WOOD FL. I I ° _ MUD/LAUNDR�1' - I - - TIL 1m� II � 11 1 : ' i `� `� I I I I I 5'-lmi" I �; 3284 I I I I Aci JUN, 5, 2023 CEIL PT.=10'-O"O I J U FLOOR ELEV - 12.52 I FILING SET I , 4 I I I / 5 1 6 I I I e I , , CO I I _ I , BRG. WALL I-ID ----- --- _ FLOOR ELEV - 12.52 = c0 I I I — — — — — — — — — — — —— I ----- �y_ r --r7---I—T---T—r---r-I----1-- = I I I U II r 1 -sa I 61 U I I / / i// / // 4'-g° % / THRES OL / /i i // / H 1= L - - - - - - -L__J�--� _—J �--� �--i — �" J LO I 11 I I I I i � �I N / D - - - - - - - - - - - - - - - - - - - - - - e� ===-_ � L ,9 _ - - -��- _T - - - - - - T = �- ,4 = - _ � 0 I 0 - - - - - - - - - - - - - - - - - - - - - - - - I �' � - - - I'-_ —u__--_----�---- 1 � `o -- � / eU I E-1 I- - - - - - - - - - - - - - - - - - - - - - - - - - _ f - - =;c=__----_—_—_--=';-- � - - _ d o 61 ' O / e II- - - - - m � � a� � I N � 0o UPI A203 DOUBLE UP JOISTS ATU - (V , E-1 � r--------I �- r--------I I I a, :BATHROOM LOCATION ABOVE I i m sD I r-----1 I I l I r----� I r---, I ISEE FRAMING PLAN Pi-AI01 I I I =" U - — — — — — — — —<f> I I I I I I I I I I I i I I I � — (a@ A204 m I I III III 1 I + : I I I I L---72-- ----s�--JC - I I I I I I I I I I r I N I I I I I I I I II r-------i POST FROM L1_____LJ I------ I I I 11 -3 I N 6► / / / ( — — rI ----II I I — — �_ -- —_ -- -- — — — — o _ _ _ — =_ -- LOOELEV - 1 . 2' — — P — M — — / — — — — S — — — — — Al, - - - _ _ _ _ -----� - - - -_ ABOVE /H II FAMIL�1' RM. : : : ; II I Q I vW I TWO-CAR GARAGE / 5-1 / ( L CEIL HT.=Im'-O" �- - �- - : i `� - I R W� / FLOOR ELEV - 10.65' - - e A-302 8 I I I II � I I WOOD FL, 1 I I sD " �L=_— __________—�=0=t =_—+� ��===JJ I UP DN I 2aa4 I POST FROM �, N 3 im4 ABOVE @ i PROJECT NAME: - - - - - - - - - - - - - - - - 1- - - I -- - - - - - - - - 2464 �� — - - - - __- - - - - - - - - L-—t�V�� - - �� OPEN TO ABOVE � U - _ _ _ _ — -8}" 1' 'll° 4'- d) '- I I o REPLACEMENT DWELLING L---- OTt01"IANLL I RSID�NC r - , r7-----r------r-----ri 11 � 4h S I I I I I N L---� 11 1 25'-4}1' 11 I I 6� - - - - - 1(T2 d V ( I / T / LL— — — — — — — —1 --- ---=_ _ _� ____—_ — — — �� I — — — — — — 24a4 11 (}- i I 5" CONCRETE SLAB WITH 6 MIL \ - - — — L-— - , - — / VAPOR BARRIER THROUGHOUT " / 250 MIDWAY ROAD - lm3 ( WITH 6 x 6 WWM j 50UTHOLD, N1' 119-11 HD // THRESHOLD / THRESHOLD <X x 0 Q P71R L — P R j / �,. = I 6) — I DRAWING TITLE: I II tj 116 14" LOAD BRC. COL. 117 � pow, � L - I I I / F I ST F e i °O l al IRM. A' / R FLOOR PLAN �n 0 BLUESTONE w , 5'- " 4'-8}'I I / I 22'-9" 411 41 _ SADDLE HD — — — — — im'-2" — — — — — — 4 -C'— — — — — — —lm'-2"— — — EW5L 11611 UP 1R FWSL 1'1611 WTR4431O WDH244 p WDH2446 p HB I- - - - - - - - - - - - - - - - — — — — — — — — — — UP 3R 24'-10}" I BLUESTONE 14 LOAD BRC. COL. — — — — — — — — — — — I. I- - - - - - - - -� limpW UP 3RD rv'.�,' ■ - ', �r` 3 . . PROJECT NO: >r n R e. 2202 , QUA-0 G�, °A'ti �4i 4y� d9 K, � SCALE: HD HOLD DOWN BRACKET SIMPSON HDQS OR PPD& u ! A PIR 6 T FLOOR P L= 1�/� I t I V - REVISION NO: NB HOSE 5155 � � � 9 JUN 5, 2023 �O2 SCALE = 1/4" = 1'-011 NORTH �,� °• 4956 Q� SUE DATE: A& SEA : OCT. 14, 2022 DRAWING FILE: 1/� G ,4102F I RSTFL FL. DRAWING NO: A � I O 2 Gustayson/Dundes COPYRIGHT © 2023 ALL RIGHTS RESERVED S-1 CONSULTANTS: -30 E-1 REVISIONS: S-1 5-2 A202 I A = (2)-2.OE MICROLAM LVL 13/4��x9/4 w/3/4 STEEL FLT. Ai OCT 31, 2022 A-301 -303 B = W10 x 19 STEEL BEAM C = (2) 2.0E LVL 13/4" x 91/4 " w/3/4 " STELL PLT. RESPONSE TO DEC LETTER STEEL AND CABLE RAILING p = 2.OE PARALLAM 31/2 " x 91/4 DATED 10-27-2022 DECK E = 2.OE PARALLAM -i" x 91/4 " — — — — — F = (2)-2.OE LVL 13/4"x91,4" w/3/4" STEEL PLT. 2 NOV 4, 2022 EGRESS EGRESS � G = 2.OE PARALLAM 31/2 " x 91/4 ADDITIONAL DOB wDH3oa10 U1DN30410 H = 2.OE PARALLAM 31/z " x S1/4' INFORMATION AS REQUESTED SADDLE "///% I = WIO x 30 STELL BEAM 2 1 } � 1 ii 1 n / 2m1-9" �(2� W J = 2.OE PARALLAM 5 /4 x 9 /4 STEEL AND CABLE RAILING % I K = (3)-2.0E LVL 13/4"x91/4" w/I/2 " STEEL PLT. NOV 30 2022 E / \ 0 L = (3)-2.OE MICROLAM LVL 13/4x91/4 Aa A ADDITIONAL DEC \ BED OM #2 / Z = 2.OE PARALLAM 51/4" x 91/4" CLG. N = INFORMATION AS REQUESTED w= \ WOOD I FL. ADEC 1, 2022 DECK -_ L N RELOCATE CABANA N 2 x 10s \ / 2 x l,as / 16 O.c. \ I 16 o.c. WR \ / Ae) DEC 23, 2022 — — A 'i ( DEC COMMENTS ® ® ® 7 / sD POST FROM MW30410 UJDH30410 U1DH30410 / ABOVE / DLE / %"%/j SADDLE / / / A(o FEB. 28, 2023 219 "j — % / / / DEPT. OF 14EALTH AND / �\ 2 x 10s — 6 'm} % / D A EGRESS A EGRESS / 2480 21m co OWNER COMMENTS " ' / 016" O.C. , " / O WDH2446 OU1DH30410 C U1D;130410 2m9 j — m / / / / / — — — — — — / \ \ - - - z - - - 3._5.. g'-�}„ 5'_0}„� lUA K I>`l' L. ATI-1 / / � MAR. 1�, 2023 K 6'-m 3'-4}" -1' m" II'-v' ELIMINATE I-IOTTUB 2 — — % - - - - - - - — TILE FL. N /OFFICE OR BEDROOM / — — MAR. 27, 2023 u I u / I UJALK- IN 0 0 BATH #11 CLG. HT. = 9 -0, a I / / = m M�STER \3EDROOM / — - COORDINATE SEPTIC \ x �/ CLOS. x 1 , I 2480 WOOD FL. N � 2m8\ / % / E-1 CLG. NT. = '\oll N TILE Fj 213 Q o _ / 3'-�" Aci JUN. 5, 2023 I - \ — _ 6r WASHER RY R -' A2 03 I® ,41 (D UJOO FL. \ / / I CLG. NT. = 9'-m" 4GLL, x �p POST DN _ — — \ / wooD FL. I N LAUND ,I' # FILING SET I _ v 5AT14 3 K _ 248fd _ r I C T, -I 9 -(d r 0 ° TILE FL. _ PAST FROM _ - `� 4BOVE / r — X �0 2--411 A -' -2" N m 32e cv -1 «� i I I I I FF S - 2m I vm �I I 2' -f}" SD 0 3'-4} 4'_ ti N U ro 224 - \ I I I I I I I 212 J 30 216 _ x E-) ca \ 22m_ 280 POST DN co 328m --� I - HALL - z A204 I \ I POST F M 215 , a 1(1�i� ABO — - 4" DIA STEEL POST FLOOR ELEV. - 23.61B' — 2m3 \ P ABOVEFROM R (LING F GLG. NT. = V-O" --�- I 4" DIA. STEEL POST - / —2m1 CLOS - / S-1 / — — — — — -I IST (— —19T DN 0 L INEN 4" DIA. STEEL �ST A-302 0 o- - - po / I o WALK- IN I BE D R O1••I #3 PROJECT NAME: N U — / — — N 0 CLOS, I N 6 _ — — — — — m e o CLG. NT. = 9'-,a" REPLACEMENT DWELLING ° MA T @ " I o " OFFIG OR UPST IRS I N FL OTTOMANELLI RESIDENCE a = x = w/ 223 WOOD FL. I \9 — — — — — — 0 _ / \ ca WOOD FL. , 4 r, - OPEN TO _ - \ BAT ROOM rV28O I BELOW — — — — — — x EAMIL,I' ROOM 9 = C)../G. NT. = V-m" \ I m — — — CLCD. NT. = V-m" B / TILE FL. , \ I - — — — e -/ I \ \ 250 M IDWA,I' ROAD — — — — — — 11'-1m" 15'-1" �'_1}" ' LI EN SOUT�IOLD, N1' 11971 DRAWING TITLE: 2m5 " SECOND FLOOR PLAN UJATE 222 CLOS. RAILINGS 2880 "� 6'-l•, ( 3'_6}„ 3'_0}" 8'_g}" 2. 4" 51 Oil 777-77777 X / ®UJEGRESS DH304 I p�I3�41�® 4 4 I U1TR4431 ® UJDH30410 / D 4304 0 H 0 is Ou STANDING SEAM METAL ROOFS E-1 � PROJECT NO: 2202 pOF0RD Ch i SCALE: � I � � t 5 C O N ID F L O O FLAN ac } REVISION N0: � g JUN 5, 2023 �O3 SCALE = 11411 = 11-01, '� 0. 0...49 NORT1-1 � �. (j SUE DATE: SEA : OCT. 14, 2022 DRAWING FILE: ,41035ECONDPLPL DRAWING NO: A � 105 Gustayson/Dundes COPYRIGHT (D 2023 ALL RIGHTS RESERVED -1 CONSULTANTS: -303 rE-1 REVISIONS: S-1 6-2 A202 - - - — — — — — — — — — — — — — - - - - - - - - Z� OCT 31, 2022 — A-301 -303 \�\ - - - - - - - - - - - - - - - - - - - - - - - - - - /�/ I RESPONSE TO DEC LETTER 1 \� 7 I ( DATED 10-21-2022 NOV 4, 2022 2 ADDITIONAL DOS INFORMATION A5 REQUESTED I A NOV 30, 2022 ADDITIONAL DEC INFORMATION A5 REQUESTED I \ / 1 I II II , 2022 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 DEC �1 \ - - - - - - - - - - - - - - - - - - - - - - - - - - �/ I 11 I \POST DN I I I RELOCATE TE CABANA ILINE OF ROOF ABOVE- - - - - - - - - - - - - - - - - - - - -- I I I I / /� DEC 23, 2022 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I I L- - - - / I 5 — — —\-J\ ( /_ — — — I DEC COMMENTS / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 /1 /7� I I I \\ \\ \\\ \POST DN /// // - - - - - - - - - - - - - - - - - - - - \\ I // // I I I A(oFEB. 28, 2023 CX135 CX135 CX135 CX135 GX135 \\ \\ I I I DEPT. OF I-IEALTN AND EGRE55 OWNER COMMENTS 1 , ��'-�r \ I / / I I MAR, 16, 2023 4203 Ai ELIMINATE HOTTUS I AaMAR, 21, 2023 I I I COORDINATE SEPTIC I \\ I // // I I I g_1 Aci JUN. 5, 2023 - - - - - - - - - - - —1—I - I -1—i —; - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - I I FILING SET \ - - - - - - - - - - - - - - - - -j E-1 — I I I g'-8°\ smi 1�'-s' p — — — — — o \\ POST DN N m POST A204 I 1 - - - - - - - - RIDc�E LINE ABOVE- - - - - - - - - - - - - �PO5T DN SD ° UNF IN I SHED STORAGE X N CEIL. W-:H-UNDER COLLAR TIES N \ I I / - - - - - - rom'-6}, I \ I I 4-302 _ _ = I / 1 \ I I I L _ _�_ I / /N I I T I I I 1 1 1 I I I I I PROJECT NAME: / I \ I ► // / I \ 1 \i // \\ \\ I I I REPLACEMENT DWELLING OTTOMANELLI RESIDENCE 250 MIF-)WA1' ROAD I v- - - - - - - - - - ! - - - - - \ / - - - - - - - - - - - - - - - - - - - � I I 50UTNOLD, N1' 11g-il I - - - - - - - - - - - - - - - - - ` ` - - - - -\ I /- - - - - - - - U1DH 421fD � - - - - - - - - - - - - - - - - - - - - - - - - - - - /- - - - - - - - IUDH 421fd —� - - - - - - - - 1 O \ / co \ \\ I DRAWING TITLE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - LINE of ROOF ABovE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ATTIC FLOOR PLAN E-1 L. A201 r a ""- PROJECT NO: I �AED A�y y 2202 S1 SCALE: ATTIC FLOOFR P L A N �t '` REVISION NO: A104 SCALE = 1/4'' = 1'-0" . ::N..... g JUN 5, 2023 q 004956 ©� SUE DATE: NORTa-I—� SEA : r� OCT. 14, 2 02 2 DRAWING FILE: A104AT•TICI=LPLAN DRAWING NO: 1 ey",-2n,/ .4 Gustayson/Dundes COPYRIGHT © 2023 ALL RIGHTS RESERVED E-1 ,4202 5-1 CONSULTANTS: -30 . 5-1 5-2 A-301 A-301 REVISIONS: AiOCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ROOF/DECK BELOW A2 NOV �, 2022 _ ADDITIONAL DOS - - - - - - - - - INFORMATION AS REQUESTED s A3 NOV 30, 2022 ADDITIONAL DEC INFORMATION AS REQUESTED ROOF/DECK BELOW - DEC 1, 2022 RELOCATE CABANA DEC 23, 2022 DEC COMMENTS NEW METAL GUTTERS d LEADERS TO NEW DRYWELL — FEB, 2B, 2023 DEPT. OF HEALTH AND I I I HIT 1111 11 IT OWNER COMMENTS _ - - -ITIT - - - - - - - - � � MAR, 16, 2023 ELIMINATE NOTTU5 lilt MAR. 21 1 if 11 11 11 IT �1 2023 COORDINATE SEPTIC JUN. 5, 2023 11 11 11 IT 11 I — FILINCz SET I 1 111111 11 IT I IT 1111 X - E-1 A203 I Hill Til ill I 11IF11111 IT 11 11 lilt E-1 ,420- / J6 O 11 Mill III I 1 11 IT 11 11 IT 11 111111 IIITII III -- 5-1 O A-302 PROJECT NAME: f REPLACEMENT DWELLING III 111 11 IT 11 11 IT 11 1 IT 11 11 OTTO fANELL I RESIDENCE Hill 111111111 111 1 _ 250 MIDUJAY ROAD 11 11 11 IT III SOUT�40LD, Ni' 119-11 DRAWING TITLE: Li ROOF PLAN 11 IF] I Lill litT]l 111 111.111 ml will Opp R E NEW METAL GUTTERS Q LEADERS TO NEW DRYWELL :, ,�: ALL -IIP AND VALLEY RAFTERS TO BE 2.OE MICROLAM LVL 13/4" x il'/�'► : � r°r �.. A201 PROJECT NO: 0Rn 2202 O�O� � O O� d��I �l a�c/�v�•�� I S.��Q��` SCALE: ,4105 SCALE = 1/4" = P-0'' NO� # ,c ' REVISION NO: g JUN 5, 2023 T 0, 4956 0� SUE DATE: SEA OCT. 14, 2022 DRAWING FILE: A105ROOFFLAN DRAWING NO: A � 105 Gustayson/Dundee COPYRIGHT (C) 2023 ALL RIGHTS RESERVED 5-2 5-1 A-301 30 -30 CONSULTANTS: (�E-I A202 W W10 x 5(o STEEL BEAM X W10 x 2(o STEEL SEAM REVISIONS: Ai OCT 31, 2022 RESPONSE TO DEC LETTER 221-oll DATED 10-21-2022 A2 NOV 4, 2022 ADDITIONAL DOB — — — — — — — — — — — — — — — — — — — — — — — — — — — — — INFORMATION AS REQUESTED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — - 1 - --- --- --- r , � - -_ - -- - - - - - - - - - - - - - - - - A3 NOV 30, 2022 _'xZ_xxT6�x"<'l<XxXx AxXX'x'x>c>�x'x'4� 20'-0" 110 I ° I ADDITIONAL DEC: X' '~X- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -x INFORMATION A5 REQUESTED COMPACTED BACKFILL 4 DEC, -1, 2022 A AXX> "A RELOCATE CABANA A x ci i I > I . ' q 4 \X = — — — — — — — — — — — — — — — — — — — — — — — — - �p DEC, 23, 2022 Jl Ae� DEC, COMMENTS AFEB. 28, 2023 (o DEFT. OF HEALTH AND COMPACTED BACKFILL OWNER COMMENTS C14 W10 i ° I - x 2ro STEEL SEAM I . I I j I i — — — — — I 0 I ro'-4111 MAR, l(o, 2023 STEP FOUND. Ai ELIMINATE HOTTU5 AS REQ'D. FOR STEPS CIA 41 ro 11 4 1 d) MAR, 2-1, 2023 Aa COORDINATE SEPTIC U BACKFILL I I e u { L - - I'-Imll L — — — — — — — — — — — — — — — X x C 4 1 4 1 '< JUN, 5, 2023 Ll 13 A 4 4 x L 4 x X x FILING; SET -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — XX 4 X, > (BACKFILL 4 LINE OF EXTERIOR WAL ABOVE x CRAWL SPACE > LINE OF FTra BELOW x — — — — — — — — — — — — — — — — — — — — — — — — -- x HT. 4'-0" X > 4 4 L — — 7�<wl ca 0 4 1 . I L_ — — A I 4 4 1 4 E-I E-I I j � � m � F — — — — — — — — — — — — — — — — — — STEP FOUND. AS REQ'D. FOR A203 A204 I 2�>1-41 2E>'-4i' 221-5t' STEPS 14 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — —0- - - - - - - - - - — — — — — — — — — — — — — — — — -- - 4- 4 4 4 4 4, — d - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — - - - - - - - - - - - - - - — — — — — — — — — — — — — — — —— — — — F_ FINISHED 5TORAGE — � j ° C4 1 V-0" CEIL HT. PROJECT NAME: MECH. RM. I I _ 'c d) CLG, HT, = V-0" - —--—-—-—-—-—-—-—-—-—--L 1 i REPLACEMENT DWELLING Q I ��l W10 x 65 STEEL 5EAM QO OTTOMANELLI RESIDENCE m � CONCRETE 32BO 4(o t 0 FLOOR S-1 e-1' ') J) 501 LA I) 0 A-302 ROAD �4 250 1-11 D WAT 4 &OUTHOLD, Ni' IIS-11 co UP DRAWING TITLE: co FIRST FLOOR FRAMING PLAN 22'-511 110" 24'-10? 2B>'-4?A 4 0 IL --- - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — - nz-� 4 F- — — — — — — — — — — — — -nT:4F — — — — — — — — — — — — — — - 111-12 0 2'-&" V-10" V-2? I tv, Ft t7 COMPACTED 5Ar_<FIL L — — — — — — — — — — — — — — — — — — — — — — —— — — — — I-- - - - - - - - - - - - - - - - - - - - - - - - - - `77 L L 1 4' 4 41 - - - - - - - - - - — — -- — — — — -- — — — — — — — — — — L--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -8„ — — — — — — — — — F_ F)0 3 1' 2 LINE OF EXTERIOR WALL ABOVE- - — — — — — - COMPACTED BACKFILL I =1 L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LINE OF FTG. 5ELOW y A X xxxxxxyyyyyxyyyxxxxx XXX775--7' STEP FOUND. AS REOV, FOR 4 STEPS L — — — -- — — — — — — — — — — 24'110? 40'-31" 7, PROJECT NO: Aoc 2202 VOR0 �E-I 4f SCALE: �, IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, REVISION NO: AeJUN 5, 2023 UNLESS ACTING UNDER THE DIRECTION OFA LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY, 0 0. 0 4°56 0 -YSSUE DATE: IF AN ITEM BEARING THE SEAL OF AN ARCHITECT SEA OCT. 1.4, 2022 15 ALTERED, THE ALTERING ARCHITECT SHALL AFFIX -1....... TO H15 ITEM THE SEAL AND THE NOTATION DRAWING FILE: rf= F ''ALTERED E3Y'' FOLLOWED BY HIS SIGNATURE AND A10(oFlfR5TFLF FRAt �O& SCALE 1/4'' V-0" OVER BASEMENT PLAN THE DATE OF SUCH ALTERATION, AND A SPECIFIC DRAWING NO: DESCRIPTION OF THE ALTERATION. M7 S-1 Ae FF_ L777 �7 1, L NORTH\ I V22 D/ Gustayson/Dundes _1 COPYRIGHT Q 2023 ALL RIGHTS RESERVED -30 CONSULTANTS: E-1 M = (3)-2.OE LVL 13%"x9'/4" w/(2)-1/2 " STEEL PLT. 5-1 S-2 A202 N = 11110 x 54 STEEL BEAM A-301 -303 O = W12 x 10(o STEEL BEAM P = W12 X '3& STEEL SEAM Q = (2)-2.OE LVL 13/4"x9'/4" w/3/4" STEEL PLT. REVISIONS: R = (2)-2.OE LVL 13/4"x9'/4" w/3/g" STEEL PLT. AOCT 31, 2022 S = WIO x 88 STEEL BEAM RESPONSE TO DEC LETTER T = (2)-2.0E LVL 13/4"x9'/4" w/3/4" STEEL PLT. DATED 10-21-2022 UP 3R - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U = 2.0E PARALLAM -f"x 91,4 - - - - - - - - - - - - - - - - - - - - - X ° / V = 11110 x 26 STEEL BEAM A NOV 4, 2022 Y = U110 x 1-1 STEEL BEAM ADDITIONAL DOB — — — — - — LINE OF EXTERIOR WALL ABOVE % INFORMATION AS REQUESTED V = W10 x 2(o STEEL BEAM- - - UP 1R UP IR / / GUEST BEDROOM i � � NOV 30, 2022 N CEIL NT.=9'-ra"+i- -� ADDITIONAL DEC u / INFORMATION AS REQUESTED u SCREENED PORCH p 96 DEC 1, 2022 X RELOCATE CABANA N FLOOR ELEV - 12.52' � / UP 3R / DEC 23, 2022 DEC COMMENTS LINE OF EXTERIOR WALL ABOVE DOUBLE UP JOISTS AT GUEST BATHROOM LOCATION 5ATI4 A(o 1=EB 28 2023 i = 10 x S EL AM ' — — — — — — _ DEPT. OF 1�EALTN AND OWNER COMMENTS M = C3 -2.OE L 13/4"x9/4" w/(2 '/2" STE L PLT. / UP IR 7 U = 2.OE PAR , LL1AM -1 x 9'/4 I I -1 MAR, iC, 2023 I I / I, I I I ELIMINATE NOTTUB i I i I II I I E-1 �g MAR. 2-1, 2023 e I I KITC+ 4EN I I, CEIL NT.=10'-O" L — — — Q ( I I I m A203 COORDINATE SEPTIC 13 MUD/LAUNDR`I' I I) I I As JUN. 5, 2023 0 DINING AREA u w FLOOR ELEV - 12.52' I I I FILING SET LU fL1 0 u / BRCS. WALL w N i w L — - - - -� m LINE OF p UPI I �4 BATHROOM Z" / m 0 I p ABOVE m m I " -304 x - - - - - - -- cff / N POST FROM )l BAROOM T E-1 ABOVE ABOVE m - ,4204 N = 11110 x 54 STEEL BEAM P = W12 X 96 STEEL BEAM -j i / - - - - - - - - - - - - - - - - - w - - - - / - S = 11110 x 88 STEEL BEAM - - - �o =_(2)-2.OE LVL 1�x9' w/3/4" STEEL PLT a LINE OF - - - - BATHROOM FAM I L l RM. _ S-1 � ABOVE CEIL NT.=1(d'-m" �, POST FROM POST FROM "' / w / / o - - - - - - - - - - - - - - - � 8U ABOVE ABOVE ( W) POST ABOVVE A-302 PROJECT NAME: ` / REPLACEMENT DWELLING x @ U - OPEN TO ABOVE — — — - @ 3 _ _ _ TWO-CAR GARAGE @ u `° IOU _ , p OTTO ANELL1 RESIDENCE 2" mo O �� FLOOR ELEV - IO.65' 0 Fx w _ 5 CONCRETE SLAB WITH (o MIL ca ca c1l VAPOR BARRIER TNROUGPOUT = cp 25O MIDWAY ROAD UJITN ro x 6 WWM — / SOUTNOLD, NY 119-11 OL I DRAWING TITLE: P R — � P R wcNi / SECOND FLOOR FRAMING PLAN / � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / :i i % / //i --- � / iii - - - - � - - - - � UP iR L — — — — - - - - - - — — — — — — — — - - - - — — — — — — — — — — I ) 1 UP 3RLa - - - - , A UP 3R WAI 0, 44 I - ® . �M : Olt PROJECT NO: 2202 4�w��epOFORb r�5�!f� SCALE: ND - POLD DOWN BRACKET SIMPSON PDO8 OR PND � � �� Q � � REVISION N0: 5 GOND FLOOR FR�4M ING FLAN 1-48 - NOSE BIBS � g JUN 5, 2023 ,410-1 SCALE = 1/4" = i'-O" OVER FIRST FLOOR PLAN 0. +9 4g56 G�� SUE DATE: SEA OCT. 14, 2 02 2 DRAWING FILE: ,41012 N DF L F fRAl INGPL DRAWING NO: A � 10 Gustayson/Dundes COPYRIGHT Q 2023 ALL RIGHTS RESERVED S-1 CONSULTANTS: -303 E-1 5-1 e-2 ,d,2 02 REVISIONS: A-301 -303 A = (2)-2.OE MICROLAM LVL 13/4"x91%." w/3%. " STEEL PLT. B = WIO x 19 STEEL BZ1 EAM OCT 31, 2022 C = (2) 2.0E LVL 13/4" x 91/4 " ui " STELL PLT. RESPONSE TO DEC LETTER D = 2.OE PARALLAM 31/2 " x 91/4 DATED 10-21-2022 E = 2.OE PARALLAM -1" x 9 " 1/4 F = (2)-2.OE LVL 13/4"X91/4 w/3/4 " STEEL PLT. 2 NOV 4, 2022 G; = 2,OE PARALLAM 31/2 x 91/4' ADDITIONAL DOB N = 2.0E PARALLAM 31/2 " x 91/4' INFORMATION AS REQUESTED 1 = 1110 x 30 STELL BEAM ' J = 2.OE PARALLAM 51/4" x 91/4" K = C3)-2.OE LVL 13/ "x91/ " w/1/ " STEEL PLT. 4 4 2 A3 NOV 30, 2022 } i I -1 / L = (3)-2.OE MICROLAM LVL 13/4x9'/4 " BEDROOM #2 Z = 2.0E PARALLAM 5V/4" x 91/4" ADDITIONAL DEC INFORMATION AS REQUESTED I � A4 DEC -1, 2022 U j 2 x 10s I � RELOCATE CABANA 2 x 10s W c.c. Ae, DEC 23, 2022 i POST FROM / DEC COMMENTS ABOVE m / i FEB. 28, 2023 LL 2 x 105 %////% / DEPT. OF HEALTH AND OWNER COMMENTS K (3)_2.oE _ VL 1 4 "x91/4 ' /1/2 " STEE PL / Z = 2.0E PARALLAM 51/4" x 91/4" ( �� OFFICE or U1A K- IN CL. ' BATH # / MAR. 1(o, 2023 zi� WALK- 1N i i ELIMINATE HOTTUB \� o ir- CLOS. BEDROOM *1 / „ , E-1 Aa MAR. 21 2023 ATH #1 = < MASTER BEDROOM N / o ci B COORDINATE SEPTIC r — — o m x - x = e o x IJUN. 5, 2023 , POST DN X L AUN RM Ae IJ ` CL' x =N -ter BATH #3 FILING; SET JC=C2)2_0E LVL 13/4 "x S'/4" w/3/4" STL_PLT." / I / N I IL 0 6 POST EoM x � lp , x I I I I I I I I -A -303 I � w _ S E-1 Q N POST FROM I POST DN HALL POST FROM f W I I ( ABOVE I N POST FROM A204 N ABOVE � J POST FR M � ��� DIA STEEL POST FLOOR ELEV. - 23.69 N I -� ABOV cv a ii ABOVE _B = 1110 x 19 STEEL BEAM _ _ F=C2)-2.OE LVL ILL91/ " w/3/ " STEEL P _ _ _ I =_1110 x 30 5TELL_5EAM 4" DIA. STEEL POST / - - - - 111 RAILING G = 2- P 3 4" DIA. STEEL POST S-1 CLOS LINEN Q 0 o WALK- IN _ _ _ — — — BEDROOM #3 PROJECT NAME: N CLOS. e o — — — — — — o / REPLACEMENT DWELLING MASTER N OPEN To — — — — — — e o OFFICE OR UPSTAIRS N OTTOMANELL I RESIDENCE BATHROOM N BELOW — — — — — — N FAMILl ROOM / Qi ° 250 MIDUJA`I' ROAD N — — — — — — SOUTHOLD, NY 11971 LINEN - - - - - - DRAWING TITLE: WATER / CL. ATTIC FLOOR FRAMING; PLAN / CLOS. / / // % ® bfk§ h , E-1 A2o1 . - PROJECT R ECT N0: 2202 w gpFORD G ��,,• SCALE: ATTIC FLOOFR F ,4MINGI: PLAN I i� 7c " REVISION N0: A108 SCALE = 1/4" = 1'-0" g JUN 5, 2023 T Q 4950 0 SUE DATE: SEA : OCT, 14, 2022 DRAWING FILE: A108,4TT 1 C1=LF=R,4M IN(S;PL DRAWING NO: � I � c5 Gustayson/Dundes COPYRIGHT © 2023 ALL RIGHTS RESERVED L f ST OF MATERIAL Sf C I I AT I ON. CONSULTANTS: (SUBMIT SAMPLES FOR APPROVAL WHERE APPLICABLE PRIOR TO ORDERING). PLACE HOLDERS FOR PRICING ONLY ROOFING SHINGLES COLUMNS: CLOSET NOTES: INSTALL NEW METAL FLASHING, ICE SHIELD, BUILDING PAPER, ETC IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS EXTERIOR BY N.B. 4 G. 14" DIAM. ALL BEDROOM CLOSETS TO HAVE CLOSET TO ACHIEVE 30 YEAR W,4RR,4NTY. SHINGLES TO BE GAF TIMBERLINE ARCHITECTURAL ROUND PREMACA5T WITH TAPERED SHAFT 4 INTERIORS PROVIDED AND INSTALLED BY FIBERGLASS ASPHALT SHINGLES. COLOR TO BE CHARCOAL. CONFIRM WITH OWNER. TUSCAN BASE. G.C. SINGLE OR DOUBLE HANGING WITH REVISIONS: CLASS A RATING. INSTALL WITH (INAILS PER SHINGLE AS REQUIRED BY THE POLISHED CHROME. ROD AND CLEAR MAPLE AiOCT 31, 2022 SHELVES. PROVIDE CLEATS OR OTHER BUILDING CODE IN 110 MPH WIND ZONE. SUBMIT SAMPLE BOARD FOR COLORS, ZERO CLEARANCE GAS FIREPLACE SUPPORTS A5 REQUIRED. RESPONSE TO DEC LETTER WHITE MOUNTAIN HEARTH ZERO CLEARANCE GAS FIREPLACE. DATED 10-21-2022 EXTERIOR 511DING AVAILABLE AT GREENART PLUMBING NOV 4 2022 INSTALL TYVEC HOUSE WRAP FABRIC FLASHING OVERALL WINDOWS MODEL KEYSTONE 3(o DELUXE B VENT. CONNECT TO EXTERIOR BATHROOM NOTES: A2 AND DOORS. CLAPBOARD 51DING TO BE CEDAR, PAINTED A5 DIRECTED, VENT ON EXTERIOR WALL FACING WEST. PROVIDE ALL ADDITIONAL DOB INCLUDE ALL ACCESSORIES. (o" TO WEATHER. REQUIRED ACCESSORIES AND INSTALL A5 PER MANUFACTURER5 ALL BATHROOMS TO HAVE TILE FLOOR IN INFORMATION A5 REQUESTED REQUIREMENTS. CONFIRM MODEL WITH OWNER PRIOR TO PURCHASE. MUD5ET. TILE WALL& WITH TRIM TO CHAIR RAIL HEIGHT. ALL TILE IN TU5/5HOWER WOOD 5HUTTERS: REAR PORCH AND ALL STOOPS INCLUDING CEILING. LEAD PAN UNDER STALL A NOV 30, 2022 5HOWER5. MASTER BATH AND MUD ROOM TO ADDITIONAL DEC WINDOW SHUTTERS BY TIMBERLANE. OPEN 5" INSTALL BLUESTONE OVER COMPACTED FILL OR CONCRETE SLAB. HAVE RADIANT FLOOR HEAT. FRAME WALLS BOARD AND BATTEN, PR PAINTED A5 DIECTED, REVIEW STONE SELECTION WITH OWNEfiR. TO INCLUDE RECESSED MEDICINE CABINETS INFORMATION AS REQUESTED INCLUDE ALL HARDWARE AS REQ'D AND SHOWER NICHE. MARBLE SADDLES. ' F O AL 3G 501 BLACK LAG RELOCATE DEC; 1, 2022 ' S L R MOUNT,T-NOTCHED PINTEL BLACK, HEAVY RELOCATE CABANA DUTY JAMB PINTEL BLACK. ADEC 23, 2022 DEG COMMENTS A(oFEB. 28, 2023 DEPT. OF HEALTH AND OWNER COMMENTS ROOF FINIALS/LIGHTNINGS PROTECTION GROUNDED AS REQUIRED TO COMPLY A-iMAR l�0 2023 WITH CODE. EXACT MODEL TO BE SELECTED ELIMINATE HOTTUB X8 MAR. 21, 2023 00 =❑o - hI - COORDINATE SEPTIC AeJUN. 5, 2023 a❑� 12 11 11 1 FILING SET opo II II II II II II I II it I I II III II II II II II II a» - - ILL11 1111 11 IT 11I - - - - - - - - QDo5 u— =10= ❑0 STONE CHIMNEY 00� r ❑O O U1DN21031 U1DN21031 U1DH21031 UJDN21031 U1DN21rD31 O 11 u "o Ul / F- 4m 1 FL Ir LJ H PROJECT NAME: o O - REPLACEMENT LENT DWELLING F-II OTTOMANELL1 RESIDENCE O ® UJT444431 ® ® ® m EGRESS EGRESS P� 5 EGRESS EGRESS EGRESS N30410 1.130410 H3(d41D 113m410 DH3O41m - 0 250 MIDIUAY ROAD o N SOUTHOLD, NY 119711 01 SECOND FL N DRAWING TITLE: ❑ o — FRONT (EAST) ELEVATION 0 - ° -------STANDING AM FW - 601 O ❑0El ° FW - 6016 METAL ROOF 14" LOAD BRG. O [] � COLUMNS — E ❑ � 000 .a 0 Ell Li 00�o o N ' u [] Lj ❑ _❑o❑ ❑ O O _ ° ❑❑ ° ® H2446 WDH2446 :X c D1 F771D O 10 � ❑ � Ell]❑ ° ° FIRST FL ❑ s _ ■ ^ s d .>. 0 001 0 1. _ , ■ y a ■ cn r= - U GRADE .a, t CLAPBOARD 6" To VI ALLOWANCE FOR S' x 9' OVERHEAD GARAGE T�OORS. �^ 1 STONE FACADE I I WEATHER PROVIDE LL E �' > 1 STEPS IMN. ' INCLUDE MOTOR AND ALL ACCESSORIES METAL LEADERS TO — —4- NEW DRYWELLS Fj IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� — - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � . I I I i PROJECT NO: \0 ORD c`�'�� 2202 SCALE: - - - - - - - - - - -L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I �v 1Lrl REVISION NO: .N g JUN 5, 2023 T 4g56 p� SUE DATE: FRONT ( EAST) ELEVATION IIIIII SEA : OCT. 14, 2022 A201 SCALE = 1/4" = 1'-0" LOOKING WEST DRAWING FILE: 4201ELEVATIONS DRAWING NO: 74 2 01 Gustayson/Dundes COPYRIGHT © 2023 ALL RIGHTS RESERVED CONSULTANTS: REVISIONS: AiOCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ANOV 4, 2022 ADDITIONAL DOB INFORMATION AS REQUESTED ANOV 30, 2022 ADDITIONAL DEC INFORMATION AS REQUESTED ADEC -1, 2022 RELOCATE CABANA ADEC 23, 2022 DEC COMMENTS A(oFEB. 28, 2023 DEPT. OF HEALTH AND O.UNER COMMENTS AiMAR. 1(o, 2023 ELIMINATE NOTTUB �oU 1 IAR. 21, 2023 00❑❑ COORDINATE SEPTIC D 71 1OooU AeJUN. 5, 2023 00� FILING SET 11 1 IT 11 111111 11 11 11 111 11 11 IT II 111 11 111 1111 1111 11 11 IT 11 1111 1 X001 11 IT 11 11111110 0 °00o MID-POINT OF ROOF 11 11 IT 11 11 IT I IT II III I 0� Doo Jill u M i i r I IT 11 111111 11 IT I °�� X00 iplivp1i 11 111111 1111 �� : I11 1111 11 1111 11 1111 I W❑ – ATTIC FL 0 — PROJECT NAME: SCONE cNIMNEI' - REPLACEMENT DWELLING e OTTOMANELL I RE5IDENCE ® ® ® O O EGRESS EGRESS EGRESS " p� cY1 WDH30410 UJDH30410 UJDH30410 IQ EGRESS EGRE55 EGRESS EGRESS U1DH244ro WDH30410 U1DH30410 U1DH30410 WDH30410 mot7=J 3" CORNER = 250 MIDWAY ROAD CABLE RAILING — =c BOARDS - 5OUTNOLD, NY 111311 POSTS --- _ _.K_P�RC�O _. SECOND FL O DRAWING TITLE: - REAR (WEST) ELEVATION — R 2415 P7R 5515 7R 2415 W7R 615 ', ;i• is '� i� r4 '�f" ' t� ,r.,,_ z» *I "F + � CLAPBOARD SIDING (o TO WEATHER '� x ;' t. o G o ""fi �} •-{7.{}t s`1 t P' I" iI. �+*1� �� r r � F ❑ 14" DIA LOAD BRCz. ® ® ® GlUl35 P5535 CW135 t �' • COLUMN E3Y 45.46. t t I EGRESS EGRESS EGRESS } is i t 'j $ - Z .}_ t' it } , }1471 11 7p11v?q lllDH30410 U1DH30410 UJDH30410 "t 1 i +- s t '{ , '4' ;1-/ *L $ o j — — — — — — — — — — — — — — — — — — — — — — — — 17— — – F I RST FL F'_ 't " � IEEE- GRADE I I I I I I STONE RISERS f' '� I-' '_1 Fj -' '---I " PROJECT NO: � p ARc 2202 ��� � QO�'�Rb—Ai SCALE: REVISION NO: JUN 5, 2023 A ( W 5 T) ELEVATION Q 4956 (jg SUE DATE: SEA : OCT. 14, 2022 A202 SCALE = 1/4" = 1'-0" LOOKING EAST DRAWING FILE: 42 02 RE,4RE L E VAT I ON DRAWING NO: �4 � 2 � 2 Gustayson/Dundes COPYRIGHT C 2023 ALL RIGHTS RESERVED CONSULTANTS: DBL. 14" LVL 2 X 12 RAFTERS g 16" OC UJ/ REVISIONS: R49 SOUND/THERMAL INSULATION OCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 12 10 2 NOV 4, 2022 ADDITIONAL DOB 2 x 6 632" O.C. INFORMATION AS REQUESTED 3 NOV 30, 2022 ADDITIONAL DEC /� ASPHALT SHINGLES INFORMATION AS REQUESTED S�ORAI ON 3j4" CDX PLYWOOD SHEATHING TO CONFORM TO MANUFACTURERS A DEC 1, 2 02 2 REQUIREMENTS (COLOR T .D.) \ RELOCATE CABANA FLARE OUT AE� DEC 23, 2022 ATTIC FL DEC COMMENTS A(oFEB. 28, 2023 — — — — DEPT. OF HEALTH AND OWNER COMMENTS AiMAR. 1(o, 2023 ELIMINATE NOTTUB CONT. SOFFIT VENTS � MAR. 2-1, 2023 BEAD BOARD COORDINATE SEPTIC W/ MOLDING 12 101/4" "AZEK" FACIA BOARD Ac3JUN, 5, 2023 10 APPLIED 11 RIM R1 BOTITOMS FILING SET CLAPBOARD SIDING 6" TO WEATHER 11 11 IT SECOND FL 12 — — — — 10 911/2" BCI 65009 1.5 616"o.c. W/ R30 SOUND INSULATION "r BEAD BOARD l4)- 2 x 109 BOX BEAM ATTIC FL BEAD BOARD ALIGN PROJECT NAME: - ® REPLACEMENT DWELLING OTTOMANELLI RESIDENCE m O O WDH243(o UCH2436 CAB—E RAILING 8 ' 6) uroH2846 WD442846 POSTS 14" DIA LOAD BRC. COLUMN BY H.B. G. 25O 1"11DWA1' ROAD N `^ SOUT�4OLD, NY 11911 N — — SECOND FL DRAWING TITLE: RIGHT SIDE (NORTH) ELEVATION LL I PORT I CO 77 3" CORNER BOARDS FIRST FL0 1 uLjS WDP2636 U1DH2842 11I/8" BCI 45009 1.8 616' / — STONE FACING RISERS I p I 30 SOUND/THERMALa ° � R I I ° BLUESTONE STEPS i4m FIRST FL I I I-1 11-1 I I-1 11-1 I -11 I-I I = ° �. 111 ISI ISI 111 III 1 .�" . . l _ — _ —III=1 I=I ° a »_ Wi Yr ti j -% ■ I IL IIIIII-III-III-1111 GRADE N a � I I ��I��I I— a GRADE CLAPBOARD SIDING I I 14" DIA LOAD BRG. METAL GUTTERS TOCfRAWL &FAGE COMPACTED BACKFILL 6 t0 WEATHER I I COLUMN BY N.B.BG. DRYWELLS I _ IJ STONE RISERS ° L - - - - - - -- -I- - - - - - - - - - - ° a a - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � °a 4" CONC SLAB PROJECT NO: 2202 a Q ° d QO a a° Q— 4fC!�cb SJ\ .c� SCALE: �� I (E IFRIGHT SIDE <N O RT� ) ELEVATION =1 1=1 1=1T1=1TI-1TI a A REVISION N0: SCALE = 1/4" = -0" OUTH ° JUN 5, 20230 C ° ° 4 a s a 4 ° a r� Q 4C3510 (j¢ SUE DATE: - - - - - SEA : OCT. 14, 2022 DRAWING FILE: SECTION T�Rl� RI ��T & IDE PORT I CO A203RIC 1�4TS►D L �. DRAWING N0: A203 SCALE = 3/4" = 1'-0" /4 � 203 Gustayson/Dundes COPYRIGHT Q 2023 ALL RIGHTS RESERVED CONSULTANTS: REVISIONS: AiOCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ANOV 4, 2022 ADDITIONAL DOB INFORMATION AS REQUESTED 12 1/ A NOV 30, 2022 2 ADDITIONAL DEC INFORMATION AS REQUESTED 12 �8 4 DEC 1, 2022 2 x 8 e1(oII c.c. RELOCATE CABANA SECOND FL — — — A DEC 23, 2022 STANDING SAEMETAL DEC COMMENTS mm \ ROOF 3/4" "CDX" BOARD AroFEB, 28, 2023 DEPT. OF HEALTH AND METAL GUTTER OvER OWNER COMMENTS nri nr 81/2" FACIA BOARD 2 X (os uv v 11/2" SHOE MOLDING AiMAR. leo, 2023 ELIMINATE HOTTUB ��o�u❑ BEAD BOARD CLG. 2x BLOCKING AS REOT), a ❑o - Ag MAR. 21, 2023 L COORDINATE SEPTIC �o�0�0 1�4" DIA LOAD BRG. AeJUN. �, 2023 o�❑ COLUMN B1' H.E3.sG. FILING SET 0 OO��aO i O❑❑O ❑❑O❑❑ �=n 1.1 11 11 IT 11 11 SHINGLE ROOF 11 11 111 Ill I III IT 11 ,�❑o❑❑ frh :100 ="u '1 11 IT 1 11 IT 11 III 111 111111 IIITII 111 11 IIITll 111111 111 F- 111111 111111 11 IT 11 1111 11 111111 1 ❑nF-1 inr 0 o �O� 0� ollilffell 11 IT 11 11 IT 11 1111 ❑Do11 111 1,1 11 IT 11 111111 11 IT I I _ _ _ _ ATTIC FL o�C❑o 0 - O=0 =10or PROJECT NAME: _ CLAPBOARD SIDING (o" TO WEATHER ❑0 D - fi� PLAC I"1 NT DWELLING ® 0o°moo B OtTOMAN LL I ESLD NC EGRESS �4 STEEL RAILING4 SS EGRESS ��� WDP3046 WDI130410 WDH30410 lUDH30410 WDH3 410 WPH30410 N POSTS ❑❑o❑❑ ' O000�o 250 MIDWAI' ROAD SECOND FL BLUESTONE SOUTHOLD, N1' 119-11 oO❑oO — FIRST FL DRAWING TITLE: ❑�no❑p METAL FLASHING LEFT SIDE (SOUTH) ELEVATION --- - ❑o ❑ STONE FACING STEPS SECTION TPRU FFONT PORCH r ., 7 `" is-;; t �o�❑ WTR 015 Q❑❑ 14" DIA LOAD BRG. W7R 015 �❑ ° d oO�oO COLUMN Bl' H.5.4G. d ° ;'` tar ❑❑o❑❑ =I--I-❑-I 1�=1�❑-H I-F-I-�❑-�-❑-fir-- : 1:10 =F-10 o�❑o❑ 0 ` � $ , ❑❑o❑❑ ° _ I GRADE WD4-130410 r> " ' t 1 t WDH3052 UID 3052 WDH3052 �❑ ��❑ ° o o ❑oDu 1,0451 ❑o ❑ d COMPACTED BACKFILL ° N b)A 0411*1101 N 1 0 4" CONC. ° a ❑ moo❑ FIRST FL ° 4 rr�����oa�o�a�oa�oo�0�0 o o❑moo �; — o�—l_lo !—Jo—l—lo �o L—lo—"l—Jo � ❑!�L_1❑ o �o m " �T � ■ GRADE rv`vr rv,. . : 0❑❑00❑0❑❑0 ❑a❑❑o❑❑o low o� � � o❑❑ ❑o❑❑ N d �.� Q I d 8��I v. STONE FACING i i I STONE FACING SSI( I I I N , I I I I I I I I I - rJ rJ I I I I `-1 d d ° ° 1- - -1 - - - - - - - - - - - - - - - - - - - - - - - -I I I I- - - - - - - - - � - - - i -- -� d d d ° d d ° d ° a ° ;, ... d ° d I I I I MECH. RM. PROJECT NO: - -I - - - - - - - - - - - - - -E- - - - -I - - - - - - - - - pocRoR � 2202 �� - - - - - - - - - - - - - - - - - - (� j �' I'B'S\�.— - - - - - - - - - - - - - - - - - -� X96 �� SCALE: � F x REVISION NO: s JUN 5, 2023 LEFT 51 D ( SOUTH) ELEVATICN5ECTiON TkfRU FFRONT 1=0fRTIC0 ,,� 0 49 ro SUE DATE: I SEA : OCT. 14, 2022 A20� SCALE = 1/4" = 1'-0" LOOKING NORTH A204 SCALE = 3/4" = V-011 DRAWING FILE: A204LEFT5IDEELEV. DRAWING NO: A � 2 SHINGLE ROOF Gustayson/Dundes COPYRIGHT Q 2023 12 ALL RIGHTS RESERVED ro BEAD BOARD CONSULTANTS: 11 11 IT 11 11 Iff 11 Hill 11 1 TJL-w lb N _ - CLAPBOARD WOOD FENCE 6 TO WEATHER I j REVISIONS: = I 4" CORNER \ AOCT 31, 2022 I BOARD m HI83 RESPONSE TO DEC LETTER I 14" LOAD BRG DATED 10-21-2022 COLUMN I � / NOV 4, 2022 ADDITIONAL DOB I INFORMATION AS REQUESTED ZD�� I -L171r - - - - - - - - - - - - - - - - - - - - - - - - - - I� � — � � — � � NOV 30, 2022 � 1- - - - - - - - - - - - - - - - - - - - - - - - - -- - - -1 L — � ADDITIONAL DECINFORMATION AS REQUESTED FRONT ( SOUTH) ELEVATION E 2 AR (NO TH ) ELEVATION�� � �� � 3 L �T) ELEVATION ,� DEC -1, 2022 0 A205 SCALE = 1/4 = i -0 LOOKING NORT14 A205 &CAL = 1/4" = 1'-0" LOOKING &OUT14 �42 055`CALE = 1/4" = 1'-0" LOOKING EAST RELOCATE CABANA DBL. 2 x 12 RIDGE BOARD A DEC 23, 2022 12 ,i ��� DEC COMMENTS 6 � LIST OF EXT R10 1"'1,4T fiz1,4L& SPECIFICATION. A(o FEB. 28 2023 2 x X05 'm 16 O.C. (SUBMIT SAMPLES FOR APPROVAL PRIOR ORDERING). , I IL DEPT. OF HEALTH AND i I. SIDING-NU CEDAR -GRAY STAINED, 6" t0 WEA ER. OWNER TO APPROVE. Hill 11 OWNER COMMENTS METAL GUTTER 2. ALL TRIM AND FACIA BOARDS TO BE PRIMED. /' OVER "I" FACIA 1��2" SHOE MOLDING .4 Hill III MITRE ALL EDGES.NO PLYWOOD ON EXtERIOt?.FINAL LOR OF ALL TRII~ IS WHITE. — — — - MAR• 1�, 2023 c FID(4) 2 x 100 O" 3. ROOF SHINGLES TO BE ARCHITECTURAL ASPHALT SHINGLES / / N ELIMINATE I-IOTTUB 8" 'AZEK" FACIA \ / foil, 4. DOORS BY UPSTATE.T.B.D. - PAINTED WOOD BOARD I -- _ 14" LOAD BRG LATTICE AaMAR. 27, 2023 5.WINDOWS TO BE "ANERSEN" WOODWRIGHT DOUBLE HUNG SERIES,CAS EN75 a AWNINGS / COLUMN SHOWER CLAPBOARD I - WHITE PTD. WOOD CABINETS CLADDING TO BE WHITE. / CLAPBOARD ENCLOSER AND COORDINATE SEPTIC 6" TO WEATHER I 6.EXTERIOR COLUMNS BY "H.BAG." 14" DIAM. 6" TO WEATHER SCREEN At _- ROUND PREMACAST WITH TAPERED SHAFT Q TUSCAN BASE. REAR OF CABANA, g JUN. 5, 2023 PROVIDE 7. INCLUDE WALLCOAT EXTERIOR PAINT FINISH ON ALL EXTERIOR SURFACES AS S /WN. METAL LEADERS DRAINAGE AND FILING SET TO NEW DRYWELLS PLUMBING I I G 4" CONC. SLAB ° w/ WELDED WIRE MESH = COMPACTED BACKFILL A� 4 r s I CABAN�4 5CT I ON � ,, (7E _4-� RIGH` 5I1DE ( EA&T) ELEVATION ,4205 SCALE = 1/4" = 1'-0" A205 SCALE = 1/4" = 1'-0" LOOKING WE&T -2 ' PROJECT NAME: PAINTED WOOD LATTICE •; � SHOWER ENCLOSER AND SCREEN At REAR OF '�'2�� � M CABANA, PROVIDE REPLACEMENT DWELLING OTTOI„IANELLI RESIDENCE DRAINAGE AND PLUMBING �' ,�� E-2 2r-m" 250 1 IIDWAY ROAD WOOD FENCE �r. A2+a5 &OUTI-IOLD, NY 119-11 1=7SHOWER METAL GUTTERS -8? 4'-0" -g} TO NEW DRYWELLS DRAWING TITLE: LINE OF FTG. BELOW — — — _ — — — — — LINE OF EXTERIOR WALL ABCVE HD -� POOL CABANA PLANS AND F1 - I �< ° ° - - ELEVATIONS I 0� 4 m 0 42" FF — 2AF ; _ - - - - - - - - - - - - - - - - - - - - _ _ Dw 4sH HB I I— COMPACTED BACKFILL I- - - - - - - - - - - - - - - - - - - - - - - - � EF TILE FL. I — CRY R COUNTER- I ° 1 fg GFI POW. RM, w I- - - - - - - - - - - - - - — — - -- - - - - E-3 Vi l � I I I I I I _ _ a .> E-4 E-4 A2�DS I I FAN 'err ' I I A20E> I I o I I I I I HI E ,r 3 • ■ `..rte ISI I BLUESTONE I I = I I rr AiWO COMPACTED BACKFILL I = �, A• 1 �.tr \ \ -205 8� - v. Im . 2ot ro 4" SQ. STEEL I I I 14" LOAD BRG — — _I_ I PROJECT N0: POST - - - - - - - - - - - - - - -__ _ - - I COLUMN @ i I I f I - �� p A 2202 - - - - - - - - - - - - - - , - - - - - - - I �- '� I - - - - - - - - - - - - - - I Iv�' i=o�a�;�ti��, Booms - - - - - - - - - L �� S�9N SCALE: 1 x, REVISION NO: E-1 2m'-6 E_1 3 JUN 5, 2023 A21d5 A2ra5 r °• 0 49D6 G�'� SUE DATE: SEA : OCT. 14, 2022 DRAWING FILE: FLOOR PLAN 2 FOOTING;N PLAN OO Pl�.AN A20�FOOL C,4BANA P 1 3 DRAWING N0: 205 &GALE = 1/4" = 1'-0" A205 SCALE = 1/4" = 1'-0" A205 SCALE = 1/4" = 1'-0" RIDGE FLASHING DBL. 14" LVL RIDGE BOARD Gustayson/Dundes IT IS A VIOLATION OF THE LAUD FOR ANY PERSON, COPYRIGHT Q 2023 UNLESS ACTING UNDER THE DIRECTION OF A ALL RIGHTS RESERVED 12 LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT CONSULTANTS: IO IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION / "ALTERED BY" FOLLOWED BY NIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 12 / / DESCRIPTION OF THE ALTERATION. 4 / REVISIONS: 2 x 10 RAFTERa ® 16" OG W/ // OCT 31, 2022 R49 SOUND/'THERMAL INSULATION / Ai ALUMINUM GUtTERS (AND LEADERS) / RESPONSE TO DEC LETTER ON 10" HIGH FACIA BOARD / DATED 10-21-2022 2 X 6 COkLAR TIES 632" OC 2 NOV 4, 2022 / ADDITIONAL DOB / INFORMATION AS REQUESTED / / / A NOV 30, 2022 / / ADDITIONAL DEC / / UNF I N I&HED INFORMATION AS REQUESTED / 5TOR,L�GE � A DEC -f, 2022 // r RELOCATE CABANA / 2 X 12 RAFTERS 6 16" OC W/ / R49 SOUND/THERMAL INSULATION / 5/8" GWB Ae� DEC 23, 2022 ASPHALT SHINGLES AIR SEALING AT SEAMS DEC COMMENTS ON 3j4" CDX PLYWOOD AND JOINTS ON EXTERIOR WALLS TOSHEATHING MANUFAA NUFACTUTO URERS CONFORM WOOD BASE T.B.D. FEB, 2&, 2023 TO REQUIREMENTS (COLOR T.B.D.J BUILDING PAPER WOOD FLOOR DEPT. OF HEALTH AND Z. ADVANTECH SUS-FLOOR OWNER COMMENTS FLARE OUT zi� MAR. 1(o, 2023 SNOW a ICE SHIELD _ATTIC FL. ELIMINATE HOTTU5 METAL FLASHING z x 10s 016" o.c. w/ = MAR. 2-i 2023 OWENS CORNING 8114" TH. R30 BATT INSULATION `�' Aa NS STEEL STRAP EACH JOIST to < 11i4" CLOSED CELL SPRAY FOAM INSULATION COORDINATE SEPTIC ATTACH JOIST TO WALL PLATES FOR A TOTAL OF R38 — 5/8" TYPE "x" GWB — Ae JUN. 5, 2023 ALUMINUM GUTTERS (AND LEADERS) FILING SET ON IS" HIGH FACIA BOARD DBL. 14" LVL CONT. SOFFIT VENTS 2 x 12 s 16"o.c. BEAD BOARD t `. 12 W/MOLDINGOFFICE \ 1 4 10114" "AZEIG" FACIA BOARD W/ 3/4" x 11/2" TRIM PIECES APPLIED TOP QBOTTOM — -- 5/8" GWB x �' \ AIR SEALING AT SEAMS Q' ` 12 3/4" GDX PLYWOOD AND JOINTS ON EXTERIOR WALLS ` � 10 SHEATHING UNC I I SRHAE D WOOD BASE T.S.D. GE WITH HOUSE WRAP 70 WOOD FLOOR CEDAR CLAPBOARD "ADVANTECH" SUB-FLOOR 1111111 11 IT II II IT 6" TO WEATHER t- H6 STEEL STRAP TO ATTACH STUDS TO BAND JOIST ON EVERY 1111 11 11 IT STUD SECOND FL. PROJECT NAME: 2 X 6 PLATE ATTIC FL. 00 911/2" SCI 65006 1.8 616"o.c. W/ ;, 2 x 10 616" O.C. f 2 x 10 e16" O.C. 2 x 10 e16" O.C. REPLACEMENT DWELLING OWENS CORNING 81/4" TH. R30 BATT INSULATION iv H8 STEEL STRAP EACH JOIST TO 41114" CLOSED CELL SPRAY FOAM INSULATION I �' B OTTOI"I�NELL I RESIDENCE ATTACH JOIST TO DBL PLATE FOR A TOTAL OF R38 I MASTER BEDROOM MASTER BATH WATER I CLOS. 5/8" TYPE "X" GWB 250 MIDWAY ROAD - SOUTHOLD, NY 119-11 I POIUDER RM. DRAWING TITLE: UJDH304 0 WDH30410 I HOUSE SECTION a TYPICAL WALL SECTION I SECOND FL. -- 9I/2" SCIS 65005 La alb"O.c. N el/2 " BCIs 50005 LaNN – 5/8" GWS 61 2 x 10 016" O.C. Vim Y Pm AIR SEALING AT SEAMS AND JOINTS ON EXTERIOR WALLS DINING AIREA FAMILY RM1 . � WOOD BASE T.B.R. --'_- WOOD FLOOR COVERED H6 STEEL STRAP TO ATTACH "ADVANTECH" SUB-FLOORolk STUDS TO BAND JOIST ON EVERY 61 STUD 2 X 6 PLATE ■ ■ F I RST FL. - . r — — — WDH3052 � s I '�J ■ 11-1/a" SCI 45006 I.8 016"o.c. W/ R30 SOUND/TH INSULATION � '� �� �f��- ■ HS STEEL STRAP EACH JOIST t0 ERMAL ATTACH JOIST TO DBL FIRST FL.PLATE - — PRESS. TREATED — — - DBL. 2 X 6 PLATE WITH COPPER 1/2" ' " 4" CONC. SLAB Ln • - -�- - � � . �,r 11 7/8 " BCIs 45005 w/ COPPER TERMITE SHIELD = n o 2 CDX PLYWOOD _ _ q oCI I GRADE�� ORG MECH. RM. GRADE TO MATCH EXIST 8ll CRAWL SPACE , PITCH FROM HOUSE L= Y D. ANCHOR BOLT 3'-0" OC I I ..�•"" PROJECT RIGID INSULATION BOARD .• • • 16" L. WITH 3" SQ. PLATE � � I � I � /� ��p �� CT N0: "WATCHDOG" NEW 10" CONCRETE ` i Y '� RC \ 2202 ASPHALTIC WATERPROOFING FOUNDATION WALL uo - - 3" CONC. SLAB — — _1_ — J ciJ ���� ppFORb CL S91. y SCALE: SEE FOOTING DETAIL I ' (D3-AO04) plc X REVISION N0: ' •: — — — - - MEcu. RM. � JUN 5, 2,x23 4" CONC SLAB CELLAR FL. o r �j9 4" CONC. SLAB—) T 0 4 SUE DATE: SEA . OCT. 14, 2022 DRAWING FILE: a 2 T�'P I CAL WALL S C� I0N s � �OlJS & C7101 1 ,�301�ous�s�c�IoNs DRAWING NO: - A301 SCALE = 1/4'' = 1'-0" A301 SCALE = 1/4" = V-0" A - 501 i Gustayson/Dundes IT 15 A VIOLATION OF TPE LAUD FOR AN'T' PERSON, COPYRIGHT © 2023 UNLESS ACTING UNDER TPE DIRECTION OF A ALL RIGHTS RESERVED LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WA1', IF AN ITEM BEARING TPE SEAL OF AN ARCHITECT CONSULTANTS: IS ALTERED, TPE ALTERING ARCPITECT SPALL AFFIX TO PIS ITEM TPE SEAL AND TPE NOTATION "ALTERED 51"l FOLLOWED 51' PIS SIGNATURE AND TPE DATE OF SUCP ALTERATION, AND A 51=ECIFIC DESCRIPTION OF TPE ALTERATION. REVISIONS: AiOCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ANOV 4, 2022 ADDITIONAL DOS INFORMATION AS REQUESTED ANOV 30, 2022 ADDITIONAL DEC INFORMATION AS REQUESTED ADEC -1, 2022 RELOCATE CABANA Ae, DEC 23, 2022 DEC COMMENTS A(oFES, 28, 2023 DEPT. OF PEALTP AND OWNER COMMENTS AiMAR. iro, 2023 ELIMINATE POTTUS AaMAR, 2-1, 2023 COORDINATE SEPTIC A(BJUN. 5, 2023 FILING SET DBL. 14" LVL \ 2 x roe, 'a STORAGE RM. `\ o � SII II / //XI35 � L / GX13 / GXI3 Elz� i PROJECT NAME: -- - _ -- — ATTIC FL, REPLACEMENT DWELLING — O 2 x lm X16" m.C. --- - x I(D X16" O.C. - - - - - BEDROOM *3 L INEN WALK-IN CL, MASTER BEDROOM OTTOMANELL1 RESIDENCE 250 MIDWAY ROAD _ SOUTPOLD, N1' 119-I1 0 lUTR4431 F-4 rj'45 01 DRAWING TITLE: ECsRESS ECsRE88 Li H ECsRESS U1DH3m41 U1DH3(D41O DH3�41 DOUSE SECTIONS El 11i _ SECOND FL. E 0 9 B65005 L8 6o.c.al "T�� 9iz BGIs (05005(05005 1.8 �1! o.c. - � – — I,zs 65m_ �� - –' _ O �, 91iz" BGIs 5ramms 1.8 �l�o"o.c. 2 CAR GARAGE - - FAM I L I' ROOMJill .1 ❑ Q ❑ WT- 016 WT- 016 ' 0 ` . *° ■ ® -Z- oil ■ _— `x�. • VvriV � � . `mow Li Y 11 /8" BCIs 4500s 2.0 16"O.C.FIE- Yin GRADE -- STORAGE RM. GRADE T- MECHANICAL RM. 1 –i - \P 5" CONC, SLAB i Iii 14� I I PROJECT N0: 02 � l4�a6pos SCALE: N REVISION NO: e JUN 5, 2023 4" CONC. SLAB r A 495 0 SUE DATE:wo SEA OCT. 14, 2022 DRAWING FILE: 4302�40USESECTfONS DRAWING NO: A302 SCALE = 1/4" = 1'-0" DBL. 14" LVL Gustayson/Dundes COPYRIGHT © 2023 ALL RIGHTS RESERVED 2x12sa1("Oz. 2 x 109 16"o.c. - / \ 12 14 CONSULTANTS: ` / \ ALL MECHANICAL FASTENERS TO / \ BE A NON-FEROUS TYPE AND NOT PENETRATE THE WATERPROOF 2 X (or, (o"O.c. •\\ — MEMBRANE BELOW SHINGLE ROOF / I \ STORAGE \\ EXTERIOR CLAPBOARD WOOD BASE / \ L SHAPED FLASHING (TUCKED UNDER SIDING) REVISIONS: 1 x 4 DECKING HS STEEL STRAP TO ATTACH / \ r STUDS TO BAND JOIST AT DBL. 2 x 2 SLEEPERS PLATE AOCT 31, 2022 " "E.P.D.M. ROLLED ROOFINGS I I FINISHED WOOD FLOOR RESPONSE TO DEC LETTER \ VAPOR BARRIER a "AVANTECH" SUB FLOOR II i 3/4" MARINE GRADE PLYWOOD ATTIC FL. STRIPS DATED 10-2-I-2022 _ 2 x 10 •01(o" O.C. 2 X 10 m16" O.C. SECOND FL 3j4" PLYWOOD A2 NOV 4, 2022 12 ADDITIONAL DOS HALL METAL FLASHINGS 11 -1/0 " BCIs 65006 1.8 'm1(o"O.c• INFORMATION 45 REQUESTED I METAL GUTTERS -� OVER FASCIA BOARD I - 2 X 10 61611 OC W/ 2 X 10 mW6" OC W/ NOV 30, 2022 -� R30 SOUND/THERMAL INSULATION R30 SOUND/THERMAL INSULATION 3 m ADDITIONAL DEC EGRESS EGRESSMOLDING/FACIA BOARD 1-1 INFORMATION AS REQUESTED WDH30410 UJDH30410 LINE OF WB CEILINGS CROWN MOLDINGS UJlO x 26 STEEL BEAM P SECOND FL. CLAPBOARD HS STEEL STRAP TO ATTACH 4 DEC 1, 2022 — (o" TO WEATHER STUDS TO BAND JOIST AT DBL. RELOCATE CABANA 11 �/S " BCIs 65005 1.8 X16"o.c. I N — — — — — — — PLATE 3/4" CDX PLYWOOD WITH HOUSE WRAP Sia" Cs U1.B. DEC 23, 2022 INCLUDE AIR SEALING I I M AE� KITCHEN 2 X 6 WOOD STUDS W6" OC AT ALL SEAMS d THERMAL GUEST 5EDROOI I DEC COMMENTS WITH R2I BATT INSULATION BARRIER ON EXTERIOR WALLS AND VAPOR BARRIER A(o FEB. 28, 2023 DEPT. OF HEALTH AND OWNER COMMENTS Pr A MAR, 16, 2023 WDH3052 WDH3052 WDH3052 ELIMINATE HOTTUB AaMAR. 2-1, 2023 - - - - - - - - - - - - - FIRST FL. ilk/8 BCIs 45006 20 �160.C. DETAIL AT FLAT OOF/DCK COORDINATE SEPTIC . I " GRADE _ A303 SCALE = 3/4" = 1'-0" g JUN. 5, 2023 CRAWL SPACE FILING SE T STORAGE • d 0 0 I_ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ — _ _ . W DBL, 14" LVL 2 x 125 e 16"o.c. S 2 �Ol�,5SECTION 5ASMNT FL. A303 SCALE = 1/4" = 1'-0" BED ROOM #1 �p PROJECT NAME: r REPLACEMENT DWELLING OTTOI"iANELL I RESIDENCE ..K.. ATTIC FL, 2x1066" O.C. 2x10616" O.C. - 2x10o1C" (AC. 25O MIDWAY ROAD I BEDROOM 4*3 SOUTHOLD, NY 11911 BEDROOM *2 I LAUNDRY RM. DRAWING TITLE: I HOUSE SECTIONS A303 I - � I � I 01 � - � I U1DH2846 WDH2846 77-7 null - - -- -- --- - IISII SECOND FL. v 0 BCIs 65005 1.8 -a16"O.C. 11 -1/0 " BCIs 4500s 1.8 016"c.C. " 11 VS " BCIs 65006 1.8 e1(o"o.c. �- n n 2 x l0 V � CLOS, LAUN RY RM. 2 CAR GARAGE BE GUEST BEDROOM ( .r.. . r i i WDH2042 lid FIRST FL. 11 115 " BCIs 45005 1.8 '616"o.c. it VS " BCIs 45006 1.8 e1(o"o.C. PROJECT N0: � A let \ 2202 CRAWL SPACE ��-� `u����i�tir� ey��� ,�p,OFORD G�j�''',%`\ J;" .r. - - 5" CONC. SLAB—) �4/ �9 +r�� SCALE: REVISION IT IS A VIOLATION OF THE LAUD FOR ANY 5,PERSON - _ 5 . n9 g JUN , 2023 UNLESS ACTING UNDER THE DIRECTION OF A s a956 GQ LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY, r� ° ' SUE DATE: IF AN ITEM BEARING THE SEAL OF AN ARCHITEGT 100e SEA : OCT. 14, 2022 IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX DRAWING FILE: TO HIS ITEM THE SEAL AND THE NOTATION 4303HOU&E&ECT ION& "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND DRAWING NO: THE DATE OF SUCH ALTERATION, AND A SPECIFIC S 1 HOUeE 5 CT ( ON DESCRIPTION OF THE ALTERATION. A303 SCALE = 1/4" = 1'-0" _ Gustayson/Dundes IT 15 A VIOLATION OF THE LAUD FOR ANI' PERSON, COPYRIGHT © 2023 UNLESS ACTING UNDER THE DIRECTION OF A ALL RIGHTS RESERVED LICENSED ARCHITECT, TO ALTER AN ITEM IN ANI' WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT CONSULTANTS: IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED 5T"' FOLLOWED B,I" HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS: AiOCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ANOV 4, 2022 ADDITIONAL DOS INFORMATION AS REQUESTED ANOV 30, 2022 ADDITIONAL DEC INFORMATION AS REQUESTED ADEC 1, 2022 RELOCATE CABANA ADEC 23, 2022 DEC COMMENTS A(oFEB. 28, 2023 DEPT. OF HEALTH AND OWNER COMMENTS 1 MAR. 1(o, 2023 ELIMINATE HOTTUB AaMAR. 21, 2023 COORDINATE SEPTIC AeJUN, S, 2023 FILING SET DBL. 14" LVL 2 x (os w STORAGE RM. STORAGE RM. PROJECT NAME: A - A-rtlC FL. REPLACEMENT DWELLING " l 2 x IC ml6" O.C. nDn i�" n �n - - — -- -- 2 x 10 016" O.C. nJn 2 x 10 OW' O.C. - - OTTOMANELL I RESIDENCE MASTER BEDROOM BEDROOM #1 HALL LAUNDRY►' RM. BATH #3 CL. 250 MIDUJA'I' ROAD SOUTHOLD, NY 119-11 � 0 ECsREss ECsRESS EGRESS 0 pi DRAWING TITLE: WDH30410 WPH30410 WDH30410 � i� EGRESS EGRESS H30410 WDH30410 HOUSE SECTIONS SECOND 1=L. 91/2" BCIS 65005 LS o16"o.c. 11011 9112" SCIS 65005 LS ei6"0.c. 91I/2" BCIs 65005 1.8 alb"o.c. 2 CAR GARAGE WT- 016 WT- 016 WT- 016 WTR 615 TR 2415 PTR 5515 TR 2415 \67� KITCHEN A IL O i, CWI35 P5535 CWI35 — ti . I I vto i L - - - - - - - - - - - - - - - - -I FIRST r-L. r , — IN 11 7/8 " BCIs 45005 2.0 16"O.C. - — — — — — — — — — — �� _ - GRADE CRAWL SPACE - 4" CONC. SLAB - - PROJECT NO: 2202 RF, CONC. SLAB - — — — — — J w0s-,� ORD lrfj ¢4i Sj9` y SCALE: * t REVISION NO: BASMNT FL. 9 JUN 5, 2023 T 0. 0 4956 0� SUE DATE: SEA : OCT. 14, 2022 DRAWING FILE: ��1�� � �� I �� A304�IOLISESECTI®NS S DRAWING NO: A304 SCALE = 1/4" = 1'-0" 4 _ 304 DOOR S G 1 4 E D U L E Gustayson/Dundes COPYRIGHT © 2023 FIRST FLOOR ATTIC DOOR T V FE 6 ALL RIGHTS RESERVED DOOR 0 LOCATION (FROM / TO) TYPE MAT/FIN SIZE (UJ x H x T) REMARKS DOOR 0 LOCATION (FROM / TO) TYPE MAT/FIN SIZE (UJ x H x T) REMARKS -------------- CONSULTANTS: WEATHERSTRIPPING, _ 101 FRONT ENTRANCE TO FOYER F WOOD/GLASS/ PTD 3'-6" x 1'-0" x 1-3/411 THRESHOLD d TRANSOM 301 ATTIC STAIR TO UNFINISHED STORAGE A MDF / PTD 2'-8" x 6'-8" x 1-3/4" 4 SIDELIGHTS i i 102 CLOS. TO KITCHEN A MDF / PTD (2)-2'-0" x 1'-0" x 1-3/4" DBL. i i i i 103 KITCHEN TO POWDER ROOM A MDF / PTD 2'-4" x 1'-0" x 1-3/4" CABANA j REVISIONS: OCT 31, 2022 104 KITCHEN TO PANTRY B MDF / PTD 2'-4" x -l'-0" x 1-3/4" SIZE NOT DETERMINED DOOR # LOCATION (FROM / TO) TYPE MAT/FIN SIZE (UJ x H x T) REMARKS i 1 RESPONSE TO DEC LETTER i DATED 10-21-2022 105 KITCHEN TO MUD/LAUNDRY B MDF / PTD 2'-8" x 'V-0" x 1-3/4" SIZE NOT DETERMINED C01 EXTERIOR TO CABANA BATH H WOOD/GLASS/ PTD 2'-4" x 6'-8" x 1-3/4" FROSTED GLAZING i � � 2 NOV 4, 2022 106 GARAGE TO MUD/LAUNDRY J 2'-8" x -1'-0" x 1-3/4" FIRE RATED GARAGE DOORS ADDITIONAL DOB i INFORMATION AS REQUESTED H107 WOOD/GLASS/ PTD 2'-8" x -'-0" x 1-3/4" WEATHERSTRIPPING ---------------i EXTERIOR TO MUD/LAUNDRY AND THRESHOLD TYPE ",q" TYPE "8"-POCKET DOOR 108 KITCHEN TO GUEST BEDROOM ,q MDF / PTD 2'-S" x "V-0" x 1-3/4" CELLAR A3 NOV 30, 2022ADDITIONAL DEC GUEST BEDROOM TO CLOSET A MDF / PTD 2 -4 x � -(O„ x 1-3/4 DOOR # LOCATION (FROM / TO) TYPE MAT/FIN SIZE (UJ x H x T) REMARKS INFORMATION A5 REQUESTED 109 2'-4” x 1'-0" x 1-3/4" FINISHED STOR TO MECH ROOM A DEC "I, 2022 Il0 GUEST BATHROOM TO GUEST BEDROOM MDF / PTD B01 A MTL/PTD 2'-8" x 6'-8" x 1-3/4" FPSc ---------------T--------------_ RELOCATE CABANA i i 111 OMIT AE� DEC 23, 2022 i WEATHERSTRIPPING $ DEC COMMENTS 2 G WOOD/GLASS/ PTD 3'-6" x 7'-0" x 1-3/4" i i EXTERIOR TO KITCHEN w/ FTW 3116 TRANSOM THRESHOLD 4 TRANSOM i 113 DINING AREA TO EXTERIOR E WOOD/GLASS/ PTD (2)-3'-0-" x -1'-0" x 1-3/4" WEATHERSTRIPPING CABANA/POOL HOUSE A(o FEB. 28, 2023 w/ FTW-2-6016 TRANSOM THRESHOLD 8 TRANSOM ; DEPT. OF HEALTH AND OWNER COMMENTS 114 DINING AREA TO EXTERIOR E WOOD/GLASS/ PTD (2)-3'-0-" x 71'-0" x 1-3/4" WEATHERSTRIPPING 4 DOOR LOCATION (FROM / TO) TYPE MAT/FIN SIZE (U1 x H x T) REMARKS W/ FTW-2-6016 TRANSOM THRESHOLD 4 TRANSOM i AiMAR, 1(o, 2023 (2)-3'-0-" x -'-0" x 1-3/4" WEATHERSTRIPPING 4 WEATHERSTRIPPING d ELIMINATE HOTTUB 115 DINING AREA TO EXTERIOR E WOOD/GLASS/ PTD w/ FTW-24o016 TRANSOM THRESHOLD 4 TRANSOM C�1 EXTERIOR TO POWDER RM. A WOOD/PTD 2'-4" x 6'-8" x 1-3/4" THRESHOLD MAR, 2-1, 2023 CK) FAMILY ROOM TO EXTERIOR E WOOD/GLASS/ PTD (2)-3 -0-" x 1'-0" x 1-3/4" WEATHERSTRIPPING C�2 LAUNDRY RM. TO EXTERIOR A WOOD/PTD 2'-8" x 6'-8" x 1-3/4" WEATHERSTRIPPING E COORDINATE SEPTIC w/ FTW-2-6016 TRANSOM THRESHOLD 4 TRANSOM THRESHOLD i 11� FAMILY ROOM TO EXTERIOR E WOOD/GLASS/ PTD x 1'-0" x 1-3/4" WEATHERSTRIPPING ---------------i--------------- Ae JUN, 5 2023 Ow/ FTW-2-6016 TRANSOM THRESHOLD E TRANSOM TYPE "D"-DOUBLE POCKET FILING SET SECOND FLOOR 201 HALL TO OFFICE/UPSTAIRS FAMILY ROOM A MDF / PTD 2'-8" x 6'-8" x 1-3/4" 202 CLOS TO OFFICE/UPSTAIRS FAMILY ROOM K MDF / PTD (2) 1'-6" x 6'-8" x 1-3/4" 203 LINEN TO HALL K MDF / PTD (2) 1'-6" x 6'-0" x 1-3/4" HALL TO BEDROOM *3 A MDF / PTD 2'-8" x 6'-8" x 1-3/4" FUJSLT FUJSLT 111(o CUSTOM 111(o 205 CLOSET TO BEDROOM *3 K MDF / PTD (2) 2'-4" x 6'-8" x 1-3/4" /% PROJECT NAME: 206 WATERCLOSET TO 5A7HROOM *3 A MDF / PTD 2'-0" x 6'-8" x 1-3/4° DOOR NOTES -6016 REPLACEMENT DWELLING FWT 0 OTTOI"IANELLI RESIDENCE 20"1 HALL TO LAUNDRY ROOM A MDF / PTD 2'-8" x 6'-8" x 1-3/4" I. ALL INTERIOR DOORS TO BE M.D.F. l EXCEPT WHERE NO-ED ) / \ // 2. INTERIOR MDF DOORS BY TRU STILE OR SUN DOR, HINGES BY STANLEY. SQUARE CUT. BALL TIPS FUJSL FUJSL 5OU POLD,MIDWAY ROAD 208 HALL TO BEDROOM *2 A MDF / PTD 2'-8" x 6'-8" x 1-3/4" 3. MDF DOORS TO HAVE BEVEL (BV) STRIKING, "D" DOUBLE HIP PANEL, PAINT GRADE MDF STYLE PANEL. SOUTI—TOLD, NY 119-11 4. NO FORMALDEHYDE PERMITTED IN ADHESIVES OR IN MANUFACTURINGPF DOORS / \ DRAWING TITLE: BEDROOM *2 TO WALK-IN CLOSET A MDF / PTD 2'-0" x 6'-8" x 1-3/4" DOOR SCHEDULE • S. ALL PAINTS TO BE LOW OR ZERO VOC TO COMPLY WITH GREEN SEAL 11 ,\ 210 A 2'-4" x 6'-8" x 1-3/4" 6. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERNG GLA ING BEDROOM '�2 TO BATHROOM *2 MDF / PTD 1. ALL DOORS AND SIDELIGHTS TO HAVE TEMPERED OR eAFETY GLAZING AS PER CODE. 211 DECK TO BEDROOM *2 G WOOD/GLASS/ PTD 2'-8" x 6'-8" x 1-3/4" / 212 * 2'-8" x 6'-8" x 1-3/4" L/ A MDF / PTD HA TO BEDROOM 1 � .. .: O LL BEDR 213 CLOSET TO BEDROOM *1 K MDF / PTD (2) 2'-0" x 6'-8" x 1-3/4" OFz I O214 BEDROOM *1 TO BATHROOM *1 A 2'-4" x 6'-8" x 1-3/4" TYPE "E�� TYPE "F" MDF / PTD ��� o .,��:r� ■ _ ,� �, ,", 215 HALL TO MASTER BEDROOM A MDF / PTD 2'-5" x (o'-0" x 1-3/4 •,, r;. „vv wr , MDF / PTD 2'-4" x 6'-8" x 1-3/4" FUJT 311 , 21ro MASTER BEDROOM TO OFFICE q 217 OMIT O H. WEATHERSTRIPPING 218 DECK TO OFFICE G WOOD/GLASS/ PTDe 2'-8" x 6'-8" x 1-3/4° AND THRESHOLD , 1 H JY- —_ PROJECT N0: / \ r /r ��E0 A c WEATHERSTRIPP2202 D WEATHERSTRIPPING 2202 219 DECK TO MASTER BEDROOM G WOOD/GLASS/ PTD 2'-8" x 6'-8" x 1-3/4" AND THRESHOLD SCALE: 220 MASTER HALLWAY TO MASTER BEDROOM D MDF / PTD (2) I'-6" x 6 -8 x 1-3/4 DBL, SLIDING POCKET lit � Q 1 t. tX REVISION N0: :, », .. g 221 MASTER BEDROOM TO MASTER BATH A MDF / PTD 2'-4" x 6'-8" x I-3/4" 7 0 JUN 5, 2023� 6 Q 49 'TS SUE DATE: 222 WATER CLOSET TO MASTER BATHROOM A MDF / PTD i; rF SEA : OCT. 14, 2022 223 MASTER BEDROOM TO WALK IN CLOSET A MDF / PTD 2'-4" x 6'-8" x 1-3/4" ;;_r s'_ A„ DRAWING FILE: AE�OIDOOR4WINDOI115CHEDULE 224 BEDROOM *3 TO BATHROOM *3 A MDF / PTD 2'-4" x 6'-8" x 1-3/4" DRAWING N0: TYPE "K"- DOUBLE DOOR TYPE "J"- FIREPROOF GARAGE TYPE "I"- SCREEN TYPE "G" TYPE "H" = 01 WINDOW SCHEDULE WINDOW S P E C (F I C A T I ON& Gustayson/Dundes COPYRIGHT © 2023 ALL RIGHTS RESERVED TACE GENERAL DE5CRIFTION 1. ALL WINDOWS TO BE "ANDERSEN 400 WOODWRIGHT SERIES" STORM PLUS DOUBLE HUNG, AWNING, CASEMENT, FIXED, OVAL AND TRANSCM. 2. CLAD WINDOWS, INSULATED GLASS, HIGH PERFORMANCE LOW E WITH ARGON CONSULTANTS: WINDOW 5REC No. LOCATION TAPE OTT, C0M1''(ENT5 FIRST FLOOR GENERAL 5FECIFIGATION5 A WDH 30410 GUEST BEDROOM DOUBLE HUNG 6 SINGLE - EGRESS GENERAL SPECIFICATIONS N WDH 2636 GUEST BATHROOM DOUBLE HUNG 1 SINGLE 1. EXTERIOR COLOR TO BE WHITE OR AS DIRECTED BY OWNER. REVISIONS: 2. INTERIOR TO BE PRIMED WHITE. (CONSULT W/ OWNER/ARCHITECT). AiOCT 31, 2022 P WDN 2842 GARAGE DOUBLE HUNG i SINGLE 3, GLAZING TO BE DUAL PANE, ARGON BLEND FILLED WITH HIGH PERFORMANCE RESPONSE TO DEC LETTER LOUD E COATING. DATED 10-21-2022 D WDH 2446 PANTRY DOUBLE HUNG I SINGLE 4. HALF SCREENS OF NIGH TRANSPARENCY MESH WHEN CALLED ON SCHEDULE. A2 NOV 4, 2022 D WDH 2446 POWDER ROOM DOUBLE HUNG I SINGLE 5. INTERIOR HARDWARE COLOR TO BE DARK BRONZE, WHITE OR BRIGHT BRASS ADDITIONAL DOES AS NOTED ON SCHEDULE. CONFIRM ALL WITH OWNER. INFORMATION AS REQUESTED E WTR 4431 STAIRWELL PICTURE 5 SINGLE - FIXED EXTENDED JAMBS FOR NEW 2 X 6 CONSTRUCTION WHERE REQUIRED -(. INCLUDE 211 THICK SILL NOSING F WDH 3052 w/WTR 3015 TRANSOM DINING AREA DOUBLE HUNG 3 SINGLE w/TRANSOM A3 NOV 30, 2022 S. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION ADDITIONAL DEC SINGLE w/ CUSTOM TRANSOM C CW 135 w/ CTR 2415 TRAN50M KITCHEN CASEMENT 2 TO MATCH TRANSOMS IN 9, SIMULATED DIVIDED LITE5 (BDL) AS SHOWN ON ELEVATIONS FOR ALL WINDOWS INFORMATION AS REQUESTED IN DINING AREA GRILLE WIDTHS TO BE -f/SI' WITH SPACER BAR (VERIFY W/ OWNER). SINGLE w/ CUSTOM TRANSOM G P 5535 w/PTR 5515 TRANSOM KITCHEN PICTURE 1 TO MATCH TRANSOMS IN 10 5/5II TH. GWB AS INTERIOR FINISH (TYP) ZL DEC 1, 2022 IN DINING AREARELOCATE CABANA 11. MOLDINGS ON ALL WINDOWS TO BE SELECTED. 12. INSTALL COPPER FLASHING OVER ALL WINDOWS AND DOORS A DEC 23, 2022 13. MINIMUM PERFORMANCE SPECIFICATIONS: DEC COMMENTS SECOND FLOOR U FACTOR IS 0.32, SOLAR HEAT GAIN COEFFIGIENT IS 0.30, R VALUE 3.13 14. ALL WINDOWS TO BE ENERGY STAR R4TED. A(oFEU, 28, 2023 A WDH 30410 MASTER BEDROOM DOUBLE HUNG 3 SINGLE 15. SAFETY GLAZING WHERE REQUIRED Bl' CODE. DEPT. OF HEALTH AND OWNER COMMENTS A WDN 30410 MASTER BEDROOM DOUBLE HUNG 3 SINGLE AiMAR. 1(o, 2023 ELIMINATE HOTTUB B WDN 3046 MASTER BATHROOM DOUBLE HUNG 1 SINGLE w/ TEMPERED GLAZING AaMAR, 21, 2023 COORDINATE SEPTIC A WDH 30410 M. BATH WATER CLOSET DOUBLE HUNG 1 SINGLE AciJUN, 5, 2023 A WDH 30410 WALK-IN CLOSET DOUBLE HUNG 1 SINGLE FILING SET 2nd FL. CL I P4545 PALL PICTURE 1 SINGLE ALIGN ALIGN A WDH 30410 OFFICE / FAMILY RM DOUBLE HUNG 1 SINGLE - EGRESS A WDH 30410 BEDROOM 03 DOUBLE HUNG 2 SINGLE - EGRESS � J WDH 2846 BEDROOM *3 DOUBLE HUNG 2 SINGLE \ m K WDH 2436 BATHROOM #3 DOUBLE HUNG 1 SINGLE 1 K WDH 2436 BATHROOM 012 DOUBLE HUNG 1 SINGLE PROJECT NAME: A WDH 30410 BEDROOM $12 DOUBLE HUNG 4 SINGLE - EGRESS REPLACEMENT DWELLING A WDH 30410 BEDROOM #1 DOUBLE HUNG 2 SINGLE - EGRESS OTTOMANELLI RESIDENCE Ji 2nd FL. D WDH 2446 BATHROOM 01 DOUBLE HUNG I SINGLE 250 MIDWAY ROAD SOUTNOLD, NY 119-(1 (EF'2� T�f I CAL DOOR / W INDOUWELEVATION 2ND FLOOR. ,450 SCALE = 1/2'' = 1'-0" DRAWING TITLE: WINDOW SCHEDULE ATTIC FLOOR AL IGN Ist. FL. CLG IO -77 M CX 135 UNFINISHED STORAGE CASEMENT 5 SINGLE EGRESS - FAUX DSL HUNG DOOR TRANSOM W/ N WDH 210310 UNFINISHED STORAGE DOUBLE HUNG 5 SINGLE - FAUX DOUBLE HUNG PTD. OPAQUE PANEL _ = SHAKER STYLE WITH - , ALIGN SQUARE STICKING i --- � " ��;�'•� ,. O WDH 24210 UNFINISHED STORAGE DOUBLE HUNG 2 SINGLE ALIGN < T s.A ■ ■ POOL CA5AN,4 _L ' .; :, ' tea,.: '� ry-'rY .r ,..■ _ w v . Q WDH 1836 POWDER ROOM DOUBLE HUNG I FR05TED GLASS OPTION CONFIRM WITH OWNER - . :r i • 6, ', W 1 r PROJECT NO: r 0R0 I; fir,, 2202 �S�G SCALE: cry I ,p � d � x REVISION NO: g JUN 5, 2023 Ist. FL, r 0. Q 4056 0SUE DATE: SEA : OCT. 14, 2022 DRAWING FILE: A502WINDOWSCHEDULE T'�-RICAL DOOR / WINDOW ELEVATION I&T FLOOR, DRAWING N0: t5 01 SCALE = 1/2" = 1'-0" A � �� 02 L IGHT ING SCHEDULE FIXTURE DESCRIPTION Gustayson/Dundes COPYRIGHT Q 2023 OA RECESSED DN LIGHT DOWNLIGHT LOCATION ALL RIGHTS RESERVED O Al RECE$5ED DN LIGHT DOWNLIGHT WET LOCATION B DECORATIVE PENDANT INCANDESCENT PENDANT QWALL SCONCE SURFACE MTD.DECORATIVE c, SCONCE WALL SCONCE SURFACE MTD.DECORATIVE Dl SCONCE /EXTERIOR UIET LOC. m SURFACE MTD.CEILING 0 5URFACE MTD.CEILING/ ABOVE DOOR CLOSET LIGHT ON JAMS SWITCH H UNDER CABINET LIGHT UNDER CABINET LED LIGHT BAR LOW VOLTAGE ART DOWNLIGHT REVISIONS: OO M SPOTLIGHT ® N STRIP FLUORESCENT 1 OCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ANOV 4, 2022 NOTE: ALL 5WITCHES TO BE DIMMED ADDITIONAL DOS SYMBOLS LIS T INFORMATION AS REQUESTED SINGLE POLE SWITCH - LEVITON *5(o21-W A3 NOV 30, 2022 q.p THREE WAY SWITCH - LEVITON *5623-W ADDITIONAL DEC U INFORMATION AS REG2UE5TED D INCANDESCENT DIMMER SWITCH I ^�\ L--cATV--J ---------------------------- DEC -I, 2022 4 JS JAMB SWITCH �"— ---- I RELOCATE CABANA --------------------------- - ' ----------------------------- < v� CEILING FAN W/ LIGHT ------------------------ I PROVIDE POWER FOR — �- ' - - - - - - - - - - - - - - - - - -� - - - �j DEC 23, 2022 GRILL AREA GUEST BEDROOM DEC COMMENTS EXTERIOR LIGHT FIXTURE-MD —__ / PROVIDE CIRCUIT AND CONDUIT TO i I I m B / PROVIDE LIGHTING AT TERRACE I M I MOTION DETECTOR a SWITCHED PROVIDE POWER FOR /' � i I A FEB• 2B, 2023 SD SMOKE DETECTOR _ AC UNITS DEPT. OF HEALTH AND \ I X ---I I OWNER COMMENTS co CO DETECTOR -118" A.F.F. TYPICAL) SCREENS PORCH / /AI , 7I I IA M4`. 10, 2023- A-1 r---1 r---i T THERMOSTAT r__L---L.rJ---J__, ELIMINATE TTUB L JL ----J ---- U J / r-I Ham, %, j// / WF W)=ATHERPROOF I i i i iI / I I /// I AaMAR. 27, 2023 COORDINATE SEFTIC EE TOILET EXHAUST FAN L-- i --� 1 + ' 5AT .�1' AeJUN, 5, 2023 — - - - - �9,� - - --+ — — — A- - - - — ; -1 PROVIDE i 1A bA FILING SET I O JUNCTION BOX FOR APPLIANCES, etcPOWER FOR, j I \ i I RANGE VENT / , W,4LK7' IN ' r-- ----� AS REO'D I / CLOS.i I `'FII CATV CABLE TWINTERNET CONNECTION j I j E I4($1 o o AFF o o GF AFF GF AFF I j 3 - ------ \_ 4 AFFA A Adb a --- rol I 1 1 --- — — —_y-- '— \ \-�f_ WASHER DRYER I -----------------------------r-----------------------/--- -� �'- --- -- ------- -------------- ------- ---------- I - f ---------------------- ----- ---------� --- - - =-------- - 6= J VCABLE TWINTERNET CONNECTION --------------. --= == - -------• ------ r --- - -- ,, - `------- I I i 1 1 _ I / I/' MUD/LAUNDRY I I ;----,-------�---�---- __�-_--�-_------�------!----; / ;� I � .� K'I TGA-ISN �--I-------+.' !_` , A o ALARM PANEL ----=YA - ------/ic7 ------ _ A - ---- I I I i t , I f 7 ------------- O SPEAKER B --------- a DINIi)d'CI AREA 1 / ' I / I II -------------------------- ----------------------------- I ' ---- ------ i--T-- I I I r--------- ------------ T=_,__�_ I - T THERMOSTAT I I ,---r------- ,T---- ------- --�------------ � I I I I I------------------- � i % / / //%/ // / �/ i / i / / / 1 1 _ _J I'll I 1 1 , 1 i I , I 1 I I I I .I 1 / 1 I II I ; I i4 / 1 -- --- --------------- ----------------- ___ J L---'--- J -- _-=---J / LIGHT FIXTURE-MOTION I - ---- ---------- -/-----I i 1t-- =W -------------_----------------�Mdu------ EXTERIOR / 13 -_r- L r-_----------� f'---I--_- ''t--------- ---------=-�I ------ DETECTOR --- J I , aSWITCHED I-====___________ - ---�---------- I ----- - -------- - - - - - - - - - - - - - - - - - - ---'� / ------- -- DUPLEX RECEPTACLE - 125V - 15A U GROUND FIR OETS DEINSS ANy EQUAL TO LEVITON "16262-W I ;--------------- -------- \ " PROJECT NAME: r----_-_,_ _ �_—_-�_—_ REPLACEMENT DWELLING AS ABOVE EXCEPT HALF SWITCHED A ; ; ; I I ; I FL�OR�OI TEST q -- —---— 1 OTTOI i!-{NELLI RESIDENCE I L ---r-------�-r------•-rr-------rr-------�-r------_-r----' I I I I L_______J L______.J L-------- L_-_____J JL-------- L-----.--J I DUPLEX RECEPTACLE - 125V - 20A-U GROUNDEQUAL TO LEVITON "16362-W. SEPARATE CKT ' ' --_--_-- L-' ------------ ------ r ------ I IILI I' _ _J DUPLEX Il ttwI I I RECEPTACLE - 125V - 15A GROUND I ___ _ I I I I I I A ° 250 MIDWAY ROAD �1=1 FAULT INTERUPTER. EQUAL TO LEVI-ON "6598-W j r---1--- - -- -----1 ------- I--- I J I r--�-- - -----� -- -----;- -\F_-----; --- ----- I -- i SOUTNOLD, N1' 11971 ------------ - �� i ----------i ' \ I ________ '_ DUPLEX RECEPTACLE - 125V - 2(dA GROUND /B I ( FAMILY RM. { e ' 1 r / t -- --------- ----- n TUJO-CAR 'CARACE I __ I I - ' ' I A A DRAWING TITLE: CxEI to FAULT INTERUPTER EQUAL TO LEVI-ON %OSS-W =T--- ---� I I _ \ I A B '�_ I I ; A I 1 I r ti J I FIRST FLOOR �-------- ; I I I I � / Wf (m EXTERIOR DUPLEX RECEPTACLE W/ COVER �� f -- �______________________'I----�___-- I___\_ ' ' ___I_----_J I I z i ELECTRICAL PLAN �� L---r-_- ---- ----- i------ --- -----_J I L---------------------- --------- - --------------------- ---------- _ =i—_- -------r---T------- -�� - - I / --- -- % I I I I I I I - r I r-------, I I O.H.D OR i OR OUT E3 II 4 FLbOR OUTLET OUT ET L-------J 1 1 L------- / ----------- I PROVIDE POWER FOR ----------- OVERHEAD DOOR L CT ICALNOT � TO CHAND I � 091A { i ABOVE ------- AFI I ;z PROVIDE POWER FOR / FOYER \�I ALL APPLIANCES r \ ,� .., I 211 / WHERE INDICATED . W4 /- / POW, --- A I I I INSTALL SMOKE DETECTOR \� --- — \ _- / RM. I i � a' ry AND GO DETECTOR IN BASEMENT ! EF � I 1 — — — — — — — — — — — — — — — — — — — — — — � --------------------------------- -------------------------------- // //////, i/�% %i //. /// % / / / // / % " , �j zz "°► " PROVIDE FOR INTERIOR SOUND L------------------------------------------------------------- SYSTEM INSTALLATION \. -- -- - ----------------------------------- �" REVIEW POSSIBILITY OF EXTERIOR SOUND SYSTEM EXTERIOR SECURITY LIGHTING WITH OWNER ON MOTION SENSORS �i -•. PROVIDE FOR NEW ALARM -------------------- " -`W .-. I r.�'YSTEM ------------------ PRO✓E-----------I CT N0: �� RIL ----------------------------- ------- J `� osoRn e`yi� 2202 ALL LIGHTS TO ey ��tA G�S�f. • BE ON DIMMERS SCALE: 7t ' REVISION NO: g JUN 5, 2023 T 0. 0 49' 6 (j� -TSS UE DATE: 2 FIR&T FL 00 FR ELECTFRICAL FLAN SEA : OCT. 14, 2022 E 101 SCALE = 11411 - 11-011 DRAWING FILE: E101ELECTRICAL PLAN DRAWING NO: LIGHTING SCHEDULE FIXTURE DESCRIPTION Gustayson/Dundes COPYRIGHT © 2023 OA RECESSED DN LIGHT DOWNLIGHT LOCATION ALL RIGHTS RESERVED O AI RECESSED DN LIGHT DOWNLIGHT WET LOCATION DECORATIVE PENDANT INCANDESCENT PENDANT CONSULTANTS: 2WALL SCONCE SURFACE MTD.DECORATIVE D SCONCE WALL SCONCE SUI.FACE MTD.DECORATIVE DI SCONCE /EXTERIOR WET LOC. SURFACE MTD.CEILING o SURFACE MTD.CEILING/ ABOVE DOOR CLOSET LIGHT ON JAMB SWITCH H UNDER CABINET LIGHT UNDER CABINET LED LIGHT BAR -o LOW VOLTAGE ART DOWNLIGHT REVISIONS: OO M SPOTLIGHT ® N STRIP FLUORESCENT 1 OCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ANOV 4, 2022 NOTE: ALL SWITCHES TO BE DIMMED ADDITIONAL DOB S Y M B O L S L I S T INFORMATION AS REQUESTED SINGLE POLE SWITCHSWITCH - LEVITON "5621-W A NOV 30, 2022 THREE WAY SWITCH - LEVITON 05623-W ADDITIONAL DECINFORMATION AS REQUESTED INCANDESCENT DIMMER SWITCH DEC 1, 2022 JS JAMB SWITCI-I RELOCATE CABANA CEILING FAN W/ LIGHT AE� DEC 23, 2022 DEC COMMENTS EXTERIOR LIGHT FIXTURE-MD MOTION DETECTOR E SWITCHED — ------ _ AroFEB. 28, 223 --_ SD SMOKE DETECTOR - x _j �'�_ DEPT. OF HEALTH AND OWNER COMMENTS ca{�r co DETECTOR -(18" A.F.F. TYPICAL) r �ATv- MAR. 1(o, 2023 I I A . . L -- T THERMOSTAT -- J ELIMINATE HOTTUB �/ BEDROOM #2 _ WF WEATHERPROOF Aa MAR. 2-I 2023 \ COORDINATE SEPTIC E FZ TOILET EXHAUST FAN \v� I i------------I / --- IJUN. 5, 2023 As O JUNCTION BOX FOR APPLIANCES, etc. FILING SET CATV CABLE Tv/INTERNET CONNECTION -- ---- I X i_- -/` A LIP / I L- I L----j' L-----� I 1 L- -J L----------- I V CABLE TV/INTERNET CONNECTION s i I A O ALARM PANEL OS SPEAKER ----�- - CATV AT / IWALK-IN CL. - _= --- EF PA ---- - --- -- ------------- AI Al T THERMOSTAT A �q I — 1 r---� 5r> \ - — ' - - - - EXTERIOR LIGHT FIXTURE-MOTION I' ____ „ DETECTOR a SWITCHED MASTER BEDROOM I I OFFICE ORID I G'L. r------------1 42 i i I AFF AFF DUPLEX RECEPTACLE - 125V - 15A-U GROUND I I k1--I #1 I G I I pi I L___J i AFF G # PROJECT NAME: EQUAL TO LEVITON "16262-W 1 I 1 ' IUALK- IN I MI WASHER DRYER \ \ SAME AS ABOVE EXCEPT HALF SWITr-- CLOS. I I zi i R PLAC i„I NT DWELLING I IQ -� LAUNDR R I �/- CHED t A A I I Iq A Al i JS \ I �i ---� OTTOI"IANELL I RESIDENCE DUPLEX RECEPTACLE - 125V - 20A-U GROUND i I , I I I --- ------ - - EQUAL TO LEVITON 016362-W. SEPARATE CKT j j I I I ,�, A A i \ I I I I I I _____ �' AI DUPLEX RECEPTACLE - 125v - 15A GROUND - I I I I I I I tI r---1 --_�II I 1 I - - _ - 250 MIDWAY ROAD C�1=I FAULT INTERUPTER EQUAL TO LEVITON "6598-W ��U I I I I I I AI I \ , it I I I III I �, I I S I I I I I I III I I III 1 SD I 42 SOUTHOLD, NY IIS-11 � J I L____ L___J IL J I AFF r-----------------� 4-- I I I I I I I 3 L------------i DUPLEX RECEPTACLE - 125V - 20A GROUND ' KING �6 x Sm i �, _ ----------- CzFI DRAWING TITLE: FAULT INTERUPTER. EQUAL TO LEVITON " 898-W 6 SECOND FLOOR - HALL \�,� I L------------ WP (m EXTERIOR DUPLEX RECEPTACLE W/COVER -- - ---- +-—-—-— -�i------ q -- '� �_ - - 'A ----- -------- ----------A----- ----- A/ ----------- A - -- A - �/a--- ELECTRICAL PLAN I SD — --- ----/` t---- I CO F-1r---��---------------�r---I i- I Z I I II r- -i r-----i II I I \ Wm I II I I I I II I I �! I I I \ --------- \ I x I I L-----J o a ----J -0 o- I -------A---- - SD G L -JL----------------L- -J ,\ ( - OPEN ,/ --- --- �� ���- BEDROOM #3 ------ LAJ L------- 42 AFF - --- \ I ------ --- --- \ x B PROVIDE POWER FOR MASTER ALL APPLIANCES 5,41HROOM I - 1 \ ;A z I WHERE INDICATED Al --- Al ------ Al -- - - --------- ---I— --- --- A OFkICE OR A= TAIRS I I I f F ,' 1 �� • --- INSTALL SMOKE DETECTOR --- � I AND CO DETECTOR IN ■ ■ AMILY RO 'M �, I / ---__` vii. -- BASEMENT I I I ---- - LINN q A s PROVIDE FOR INTERIOR SOUND \ - -------- SYSTEM INSTALLATION WATER j I �q I JS\ b REVIEW POSSIBILITY OF A CLA EXTERIOR SOUND SYSTEM �S I I -------------- ... �:.. WITH OWNER EF IL I PROVIDE FOR NEW ALARM �-" PROJECT NO: Y �R2202 ALL LIGHTS TO ����e, p0*,ARD r�S�!C;5 SCALE: BE ON DIMMERS REVISION NO: 9 JUN 5, 2023 0. 0 49h� 0� SUE DATE: SEA : OCT. 14, 2022 DRAWING FILE: SECOND FLOOR ELEECTfRiCAL PLAN E1026ECONDFLELECPLAN �O2 SCALE = 11411 = V-011 DRAWING NO: L IGHTING SCHEDULE FIXTURE DESCRIPTION Gustayson/Dundes COPYRIGHT Q 2023 OA RECESSED DN LIGHT DOWNLIGHT LOCATION ALL RIGHTS RESERVED O Al RECESSED DN LIGHT DOWNLIGHT WET LOCATION B DECORATIVE PENDANT INCANDESCENT PENDANT CONSULTANTS: QWALL SCONCE SURFACE MTD.DECORATIVE D SCONCE WALL SCONCE SURFACE MTD.DECORATIVE DI SCONCE /EXTERIOR WET LOC. M SURFACE MTD.CEILING C== SURFACE MTD.CEILING/ ABOVE DOOR CLOSET LIGHT ON JAMB SWITCH N UNDER CABINET LIGHT UNDER CABINET LED LIGHT BAR —o OO M LOU)VOLTAGE ART DOWNLIGHT REVISIONS: SPOTLIGHT N STRIP FLUORESCENT 1 OCT 31, 2022 RESPONSE TO DEC LETTER DATED 10-21-2022 ANOV 4, 2022 ADDITIONAL DOB NOTE: C OB DIMMED S Y M B O L S L I S T INFORMATION AS REQUESTED SINGLE POLE SWITCH - LEVITON "3621-W A NOV 30, 2022 ADDITIONAL DEC THREE WAY SWITCH - LEVITON *5623-UJ INFORMATION AS REQUESTEp D INCANDESCENT DIMMER SWITCH JS JAMB SWITCH � DEC �, 2022 RELOCATE CABANA CEILING FAN W/ LIGHT At DEC 23, 2022 x DEC COMMENTS L—J EXTERIOR LIGHT FIXTURE-MD MOTION DETECTOR 4 SWITCHED i______________________________________________________i AroFEB. 2(5, 2023 SD SMOKE DETECTOR I I DEPT. OF HEALTH AND OWNER COMMENTS CUCO DETECTOR -Nall A.FP. TYPICAL) MAR. l(o, 2023 I I I I T THERMOSTAT ' ' ELIMINATE POTTUB I I I I WF WEATHERPROOF �g MAR. 21, 2023 I ' I COORDINATE SEPTIC I I EFZ TOILET EXHAUST FAN AeJUN. 5, 2023 O JUNCTION BOX FOR APPLIANCES, etc. FILING SE T I I I I I I CATV CABLE TV/INTERNET CONNECTION ------------------------------------------------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CABLE TV/INTERNET CONNECTION I I I I I A O ALARM PANEL411 ' i I I I OSPEAKER I I I I \ I T THERMOSTAT I I I I I EXTERIOR LIGHT FIXTURE-MOTION DETECTOR d SWITCHED DUPLEX RECEPTACLE - 125V - 15A-U GROUND I i PROJECT NAME: EQUAL TO LEVITON 16262-W ` / \ I I I I I I I I I I I \\ `/P(\ I REPLACEMENT DWELLING SAME AS ABOVE EXCEPT HALF SWITCHED I I - - _ I I I I I I I I , -XI----__ I OTTO IANELLI RESIDENCE x DUPLEX RECEPTACLE - 125V - 0 -U GROUND LINE OF CEILING ABOVE TA2A M EQUAL TO LEVITON *16362-W. SEPARATE CKT DUPLEX RECEPTACLE - 125V - 15AGROUND 250 MIDUJAY ROAD ' CI FAULT INTERUPTER. EQUAL TO LEV170N *6558-W CO SOUTI40LD, NSI' 11C3-il I \ \ C1=I DUPLEX RECEPTACLE - 125V - 20A GROUND --�- —/----------- ------------- -------------- -------------- ------------- --- -- I DRAWING TITLE: FAULT INTERUPTER. EQUAL TO LEVITON *6898-W I i A -� SD \ /®q ATTIC FLOOR WP EXTERIOR DUPLEX RECEPTACLE W/ COVER ELECTRICAL PLAN ' I I I -- — I--- -----------U I ALINE Ol CEIL G 4B0 ---------------------------------------------------- —I— --------------------------------------------------- ------------------------------------ -----------EA-- LCTICAL NOTES: IA A PROVIDE POWER FOR ALL APPLIANCES I I I I I f" WHERE INDICATED i LINE OF CEILING ABOVE INSTALL SMOKE DETECTOR 15 � 'r r • ■ AND CO DETECTOR IN \ i i�► BASEMENT I 1 PROVIDE FOR INTERIOR SOUND � I+ ii Dt I I SYSTEM INSTALLATION L-------------------------------- ------------------------------------------------------------------------------------------ ------------------------------- \ \ \' REVIEW POSSIBILITY OF EXTERIOR SOUND SYSTEM WITH OWNER -. PROVIDE FOR NEW ALARM . `-• SYSTEM PROJECT N0: ALL LIGHTS TO Nw T�Rby�, ,� 2202 BE ON DIMMERS SCALE: x �t REVISION NO: A JUN 5, 2023 ' ATTIC F �� �� ( C� G� SUE DATE: L ELS L FLAN F SEA : OCT. 14, 2022 E103 SCALE = 1/4" = 1,-0'I DRAWING FILE: J E103ATTICELECTRICALPLAN DRAWING NO: Gustayson Dundes GAS DRYER IN LAUNDRY ROOM 5/S" MARINE GRADE PLYWD. UNDERLAY COPYRIGHT Q 2023 WITH STAGGERED JOINTS ALL RIGHTS RESERVED LEAD SHEET (FOUR LB./SF. FT.) 1" MUD SET, 5LOPE TO SQUARE DRAIN SECOND FLOOR 3/S" TILE OR MARBLE CONTINUOUS WATERPROOF MEMBRANE CONSULTANTS: TO EXTEND UNDER LEAD PAN. EXTEND UP WALL a" MINIMUM. j Ir FLOOR FRAMING FAMILY ROOM EXTERIOR BARBECUE EXTERIOR GAS DRYER IN REVISIONS: COOKTOP FIREPLACE GRILL CONNECTION POOL EQUIP. LAUNDRY ROOM --I AiOCT 31, 2022 0v RESPONSE TO DEC LETTER FIRST FLOOR 10-2-f-2022 I.UA�TEfi�Pi�00FINC DETAIL D-2 ADATED NOV 4, 2022 N.T.S. CONNECT TO PROPANE ADDITIONAL DOB INFORMATION AS REQUESTED LATICRETE 226 THICK BED HOT WATER TILE OR MARBLE MORTAR MIX GAUGED WITH BOILER HEATER ATICRETE 3101.2 cm ATDI IX A NOV 30, 2022 LATICRETE FLOOR GROUT ADDITIONAL DEC AND JOINT FILLER (SANDED) i INFORMATION AS REQUESTED GAUGED WITH LATICRETE WOOD OR CELLAR 176 ADMIX. TILE BASE / 4 DEC 1, 2022 RELOCATE CABANA WALL CONTRACTOR TO DETERMINE REQUIRED GAS TANK DEC 23, 2022 SUPPLY AND SIZE OF LINES FOR EACH APPLIANCE DEC COMMENTS 2 GAS R I ,5R D I AG AM A < °° °� ° A FEB. 28, 2023 CONTRACTOR TO PROVIDE ALTERNATE PRICING DEPT. OF HEALTH AND P1O2 FOR GEOTHERMAL HEATING AND COOLING OWNER COMMENTS FLOOR FRAMING A-1MAR. 1(o, 2023 ELIMINATE NOTTUB 1"IUD SET AT 5L,411 PLYWOOD SUBFLOOR Aa MAR. 2�, 2023 PLUMBING FIXTURES FITTINGS WILL BE PURCHASED BY OWNER, j�-� COORDINATE SEPTIC GC TO INSTALL. AJUN. 5, 2023 FILING SET , I VENT STACKS SHALL NOT PROJECT FROM ROOF I 4 411 1 ON FRONT ELEVATION. POSITION IN REAR AT 4" VENT ISTACK VENT STACK VENTI STACK INCONSPICUOUS LOCATIONS VENT(STACK ROOF MASTER BATHROOM ^ I I _ i 1-1/2" i -I/ 11-1/2" � ' � ' I \ 1-1/2"" 1-I/2" � ' 1 r r \BR 1 2"1 BATH I SBR 3 BATH 1 1-i/2" I 1 1 1 I I I BR 2 BATH 1 1 1 I I I 1 1 12" 1 1-1/2° 1 11-1/2 I I I-1/2 1 1/2" LAUNDRY 11-1/2 1 1-1/2" I i 1-1/2" i 1-1/2° 11-1/2" 1 „ I 1 1 1 1 1 I 1 1 I I I I 1 I I I LAV I LAV I 1 TOILET 1 I I 11 TOILET I LAV WASHING MACH. I LAUNDRY LAV I TOILET 11 I ( I TOILET LAV ( LAV I I 1 1 1 I I I I I I LAUMATE 1 I I I I 1 VALVE SHOWER I I I I FREE-STANDINGS I 1 1 I DRAIN I I TUB I SHOWER 1 STALL I 1 TUB I TUB 1 I I I SHOWER I STALL I I SECOND FL I I 1-1/2" DR IN 1-i/2" 1 I-1/2" 4„ VENT 1STACK 1/21 A�� I 211 A�-F11 1 2-1/2" 211 1 2'`F PROJECT NAME: 1 L- " Y 1-1/2" 4" 1 a 4111 4" i ROOF REPLACEMENT DWELLING a OTTOi"IANELLI RESIDENCE 1 i 4, WASTE AND 1 WASTE AND 1 WASTE AND 1 VENT STACK I VENT STACK 1 VENT STACK I I CABANA 250 MIDWAY ROAD SOUTHOLD, NY 119-11 LAUNDR T I/2 1-1/2" / I GUEST BATH 1-1/2" DRAWING TITLE: i 4" I POWDER RM I ' ` PLUMBING RISER DIAGRAM KITCHEN GAS RISER DIAGRAM 4„ 1 I 1 1 TILE DETAILS D/W D/W SINK I SINK AR I TOILET LAV WASHING:MACH. LAUNDRY 1 TOILET 1 LAV TOILET WASHINGS MACH( MATE I 1 1 ( I I I LAUNMATE I S NKBAR FRESH I I I VALVE I I LAY VALVE 1 AIR 1 1 DRAIN I 1 SHOWER I 1 I DRAIN ll VENT _ 2 I 1-1/2" DRAIN ( 1-1/2" I 1 FLooR 1-1/2" FIRST FL DRAINGRADEI co EJECTOR PUMP 411 1 I CO ."� ■ ■ HOUSE �. • �:��' � yr '' ■ - �` �'r ■ ■ ` �' TRAP 411 1��.., TO �!1� SEPTIC CRAWL SPACE OR SYSTEM MECH RM F OOR� DRAIN RM CELLAR FL ' PUMP TO GRADE ``~ P OJECT NO: �1r n A'q ,� 202 4 ���, ppS ORD r�5�f� S LE: �N ~ PLUMBING CONTRACTOR TO INSTALL ro FROST FREE NOTE: x R VISION NO: HOUSE BIBBS AS SHOWN ON A-102 AND A-205 MECHANICAL CONT A T g JUN 5, 2023 SHUT-OFF VALUES IN MECH ROOM, E L R GOR TO DETERMINE DESIGN AND SIZE 6 OF HVAC SYSTEM TO ADEQUATELY CONDITION HOME. r s 4g5 0� 1111113 UE DATE: RADIANT NEAT TO BE INSTALLED: PLUMBING CONTRACTOR TO INCLUDE A WHOLE HOUSE PROVIDE 5 ZONES MIN. OF AC. PROVIDE DESCRIPTION OF 100ee SEA : CT. 14, 2022 FL UMB 1 NG R 15E R D f ' MASTER BATH AND MUD ROOM WATER FILTRATION SYSTEM PROPOSED SYSTEM WITH BID. P1�IRISER P101 PLUMBING CONTRACTOR TO DETERMINE SIZE CONTRACTOR TO SUBMIT COPIES OF HIS INDIVIDUAL ROOM OF NEW WATER SERVICE DRAWING No: CALCULATIONS FOR AIR CONDITIONING AND HEATING LOADS GENERAL CONTRACTOR TO INSTALL NEW 8 ZONE MIN. LAWN IRRIGATION SYSTEM